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Permit D02-107 - JARED THE GALLERIA OF JEWELRY
D02-107 Jared The Galleria of Jewelry 16840 Southcenter Py 1 - - - i I• !!) . Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT zz� • Parcel No.: 2623049129 Permit Number: D02 -107 fi=— W re 2 Address: 16840 SOUTHCENTER PY TUKW Issue Date: 06/18/2002 QQ Suite No: Permit Expires On: 12/15/2002 U 0 Tenant: W w Name: JARED THE GALLERIA OF JEWELRY —J F.. f Address: 16840 SOUTHCENTER PY, TUKWILA, WA N LL w Owner: . Name: CAPITAL & COUNTIES USA Phone: 415 421 -5100 u- < Address: 101 CALIFORNIA ST #2525, SAN FRANCISCO CA to d = W Contact Person: Z H Name: STEVE GREENBERGER Phone: 330 668 -5140 I— 0 ,, Address: 375 GHENT ROAD, AKRON, OH • z t— ill ? Q . Contractor: Name: R A S BUILDERS INC Phone: O N cl Address: 180 HAMPDEN AVE STE 201, EDGEWOOD CO H Contractor License No: RASBUI *062K4 Expiration Date: 01/02/2003 i U u. O DESCRIPTION OF WORK: Z REMODELING FORMER RESTAURANT (HOULIHANS) INTO A JEWELRY STORE v (f) F= H O z Value of Construction: $500,000.00 Fees Collected: $5,340.19 , Type of Fire Protection: Uniform Building Code Edition: 1997 . Type of Construction: II -N Occupancy per UBC: 0020 Public Works Activities: ' Curb Cut/Access /Sidewalk/CSS: N • Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: ' Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N ,._ `,e:;:; : Moving Oversize Load: N Start Time End Time .~ Sanitary Side Sewer: N Via - ? , Sewer Main Extension: N Private: N Public: N )"?' • , , Storm Drainage: N Street Use: N �` . . .` Water Main Extension: N Private: N Public: N , , Water Meter: ' }, Y "s Channelization / Striping: t,�.,`4 ** Continued Next Page ** ,1 ;r C •' :) doc: Devperm D02 -107 Printed: 06 -18 -2002 W vt; '= :.,.;ce w,,.- ,...... - -- ...... .. ......'- -- ....-. ww. v+,.. niuMwii.• a a , .wesn , +rmct,µ+nra/rytilR {tt!+fr ueu,:tewhq.sr „ ••.• „ r.,v -.,tea gi n.: , i oe U1 v \ r • . , C it of 1 ukwila Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z ' Q • Permit Center Authorized Signature: 1�+ z Date: 6 —7, Z H z CC w I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 v ordinances governing this work will be complied with, whether specified herein or not. U 0 U U The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w = regulating construction or th performance of work. I am authorized to sign and obtain this development permit. N tL w ° Signature: L Date: /g7 ,3 � J • Print Name: Q ( S r = C" This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is Z ►_- . suspended or abandoned for a period of 180 days from the last inspection. z O w w U o co j 0 F-- w W i u. ° , • rn 0 z • law f6.0 3t4iit nrmity 41A keo yq �Y. doc: Devperm D02 -107 Printed: 06 -18 -2002 ,.,,- n+- *„a,u,wwvn,.ta,..t�4+NR . . .,.r• , . ,.i t ,. .seu1s47$ ird!a w. ...., <.,.. .., ro r - - i = c ~ C lt of lukvvi � g y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2623049129 Permit Number: D02 -107 w Address: 16840 SOUTHCENTER PY TUKW Status: ISSUED 6 6 D Suite No: Applied Date: 04/23/2002 _10 Tenant: JARED THE GALLERIA OF JEWELRY Issue Date: 06/18/2002 0 0 J H 1: ** *BUILDING DEPARTMENT * ** N u_ 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 0 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 that agency, including all gas Q piping (296- 4722). rn 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be z w ill inspected by that agency Z H (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These g D documents are to be U o = maintained and available until final inspection approval is granted. 001 D ' 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). z v 9: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 0 P 1 0: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of — z appointment of the inspection - u1 agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a pp Z timely manner. z ( - Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. ‘ 12: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. ' 14: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. i 4 ' , ,;,. 17: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a ', „b permit for, or an approval ,!i!' of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to 7:• ; give authority to violate ,�: �;,;: �ru,� Y or cancel the provisions of this code shall be valid. i ...l , 18: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 5 �p` ;L . , 19: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code • w ..,,, illi' and the Washington State j' "''r Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. ,•,;.,;,,1,;.., ��J4: �. 4 t,, i 20: ** *FIRE DEPARTMENT CONDITIONS * ** , u:. „.;f . :,��; ,,. doc: Conditions D02 -107 Printed: 06 -18 -2002 a � . .. .. 110 5 City i t ' . � of ikl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 21: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) QQ 23: Maintain fire extinguisher coverage throughout. U 24: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. w p The hanger or bracket cn w shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher ..— H shall be installed so that w the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the w O floor shall not be less J • than 4 inches. u_ Q 25: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign N stating, "Fire w I— Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month I— 0 and year that the w �' inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six ? Q years, dry chemical and halon 0 type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly tYp g p J PP g P q Y O FP- and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will = U be required to L I 0 conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be U to locked, chained, bolted, H _ O ~ barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 29: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 30: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 31: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 32: Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable conditino. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 33: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of ` `t drawings prior to installation 4t .X45 or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written ;1.:!!' r approval of the W.S.R.B�` Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior ' 4 '' , to submittal to the ;art Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 35: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and ;.,.. j!!!! #1901) r +t x 36: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention''' =" #, Bureau. No work shall commence 'V' R doc: Conditions D02 -107 Printed: 06 -18- 2002 „ ,,,yip t r - ` Teti. l t r ._ _ , -, \ j ( 1 _ ; C of r'ukw 1 80 a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 37: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available F .- z to confirm shut down approval. (City Ordinance #1900) C4 W 2 38: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6 v 39: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on U O property, fire resistive co W requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building w = Code and Fire Code and J H shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC CO p p Y P p g .p � w 0 1111.1) ) "" CITY OF TU. ' 'ILA -` ;, , ,i( , Permit Center Project Number: ;pia a� 6300 Southcenter Blvd., Suite 100 �` s aa' . Tukwila, WA 98188 Permit Number: b047•1.40417 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: Value of Construction: a>^GQ 7- 4e G j)eel' .., Sege)Y' L 0 00 Site Address (include suite number) City State /Zip: Tax Parcel Number: s. ' /lobs y(0 - So2r /iee.i e ea - • a w, 1 0, 9 18. Property Owner: Phone: Pe �,'c A 44s o r`. - 6 - ' C/ e_ '/z5 - ?y o - (vz oo x / o y Street Address: City State /Zip: Fad #: Inoo I og r 4' A / 13e 1A- /ve, 164 8gooy /25" •5','0 6 Z . 7 Contractor: Phone: T !,3 Street Address: City State /Zip: Fax #: Architect: Phone: .Z I C. 3 e l cc-) �"1`e_% ir�,. 7 1 s, .ia c - 7 8'1- 0) 3 / Street Address: City State /Zip: Fax #: z$S E✓J,') / , /eIr� -> .�, A yy //.. z/ -781- 0/3 / ) Engin Phone: Th 0/%5 a.-1 ,6., /c .e,1 °f- 4-5.5 cc/ es , • -.Z - ti c, 33'v " ev .57 - Co 6 e b' Z Street Address: • ity State/Zip: Fax #: Q 303 0 mi. Sr1e�.s.k7Aa /s /P %,14e..),y City s�yz Fly - 330 - kV • • 6G 7_. = Z Contact erson: / Phone: tY W 7 ye 6v`ee,?/s e7e/' /0 Sr /,3 0 ve ko /`S 3 3 0 - 6 b c .S/ o / QQ D Street Address: City State /Zip: Fax #: U 0 3 7E G''Pir / e -P 4 ,&/`o4, a y/333 33o- bloK s 7 0,z' o o Description of work to be done (please be specific): W I H to L.L. O A e4 o i / e . � - F 1‘,14e/ 1‘,14e/ gLi/ , 4 a-ii J ) ✓1 `PO ,.! e t,vel y Sro w Existing use: Retail ,Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital W JQ ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to d 7:1 School/College/University ❑ Other H = Z!— Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital Church ❑ Manufacturing 71 1- ❑ Office Z O ❑ School /College /University 0. Other 2 D n • 9 Building Square Feet: 4 ' 7 existing No. of Stories: / Area of construction (s ft): e4 7 o co (�' OH Will there be a change of use? El yes I`-' no If yes, extent of change: (Attach additional sheet if necessary) W W Will there be rack storage? ❑ yes CV no tL O Z Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) U u) Will there be storage of flammable /combustible hazardous material in the building? P2 yes lJ no �^ O 1-- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets `- Z I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: " " " ".,,•.._... '. P q Y g ;sir � ❑ Miscellaneous :'`.a Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to �_, 1 possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. u Date application accepted: Date application expires: Application taken by: (initials) Am. view k/ 3 - / 6 - c0,2• ' PLEASE SIGN BACK OF APPLICATION FORM INN. 1I /3OVO apermitdac ' � _ r - . r • , - APPLICATI . MUST BE SUBMITTED WITH THLLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, ZZ identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use F- w only) Q 11. Location and gross floor area of existing structure with dimensions and setback U 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w W = ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled F- U) w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w p any hazardous materials; dimensions of proposed tenant space. 1- t a i ¢ ❑ ❑ Vicinity Map showing location of site N w ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w Z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of p rack. Structural calculations are required for rack storage eight feet and over. i ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U p U ❑ ❑ Construction details 0 H WW ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed �- p sprinkler system design criteria as identified by the Fire Department. Iii Z UN ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. P ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE' URY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ,NER OR AU r RIZED AGENT: ' ' 1 Signature: /%� . �i Date: 2_3_ p Z Print n a m e . Ph F ax #: e e r^ 3 3 0 - 668 -.5 /vy 33 0 -l06 8'- S70 3 OW VIM Address 375 , Ae.ii XI-A..,4.0 4 0,4 yy33 3 City /State /Zip 11/30/00 rat • cipermil.dor ' S.R4 � +^r �, .. , „ .. ... r...n..x r r.,nt.r n.-.. ere+rJww.t"s.'PW " "'4.k.t M' RLh"DCv'f!'*.tP:SN'e.`TM:h¢�Tn, `•• ..-- , 7 -- . i . "t& k it. # go4e44 a 0 N • . , a G' 4 1,, ''' .." City of rtukwita -,... 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Z . < . RECEIPT ce 2 Lu 6 D Parcel No.: 2623049129 Permit Number: D02-107 _10 o o Address: 16840 SOUTHCENTER PY TUKW Status: APPROVED 0 Cl co w Suite No: Applied Date: 04/23/2002 Ulm —J 1.... Applicant: JARED THE GALLERIA OF JEWELRY Issue Date: co a, W O Receipt No.: R020000797 Payment Amount: 3,238.25 g 5 • u_< u) = Initials: SKS Payment Date: 06/18/2002 11:04 AM I a User ID: 1165 Balance: $0.00 i— al I , Z F.. I- 0 Z I- Payee: R.A.S. BUILDERS, INC ILI U1 2 D D a 0 O 9 - TRANSACTION LIST: CI I-- — Type Method Description Ul u j 0 Amount IT. I= L I Payment Check 105410 3,238.25 Z L , O U) P I O F- ACCOUNT ITEM LIST: Z Description Account Code Current Pmts ■ Yi'q .T1.. ' P.. ' . 1 i , i 1 .DT: ..." doc: Receipt Printed: 06-18-2002 itan& ! r7e7n.L.m,22) . ■ -- _ x,_., , .. x:_ - e --- W -• ' / 0 01.A., „„, ---, At 8 . .t Ii , 4 e V 1 . , •# City of 1 ukwila .. /X)11 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z , < RECEIPT w rt .c 6 5 -J 0 Parcel No.: 2623049129 Permit Number: D02-107 o o Address: 16840 SOUTHCENTER PY TUKW Status: PENDING co w tu Suite No: Applied Date: 04/23/2002 LU I Applicant: JARED THE GALLERIA OF JEWELRY Issue Date: 0 LL 0 Ill 2 , Z I-Z � 444W W .'tI \ No I F . . '' INSPECTION RECC J w x Retain a copy with permit 0 ` 0 7 ' (1) LL I INSPECTION NO. PER T O W 0 CITY OF TUKWILA BUILDING DIVISION •i • st 2 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u„ Q P roject: Type of Inspection: N d I— Il Address: F Date Called: Z H 168 S.C., ?�-�, 10-- 9-02 Z Z > — W O Special Instructions: Date Wanted: a.m. 10" 9- a.. p.m. f Requester: i U cl . N i O— Phone No: 0 i =V 1 2Ap prove d per applicable codes. 0 Corrections required prior to approval. u- Z COMMENTS: , Z Y ven - t nn L'i—C :�: Z F �.... , ' 1 oL ` t Cp v‘4 i Y - . i 1 r I i c r �„ e` . . r , , a* , :k i i r , I Inspector. - Date: ( / �� y O..� y3( r O rn Y " „ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be war >,<;` paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'a , 4.. Receipt No.: Date: , : hri t e,, , ice , _ - _ ' Z • = Z la re 6 U . z UO ' ' I NSPECTION REC( ���_ �c i o D � ` Retain a copy with permit J INSPECTION NO. PER i ll O. N u_ CITY OF TUKWILA BUILDING DIVISION • ; w O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -3670 g Project: `` Type of Inspection: , u_ Jare .-3-1. wclr Spc \pi u) all-lx Add , Date Called: F— l toB� s . - Wy 10- 8- oz Z Special Instructions: Date Wanted: , I— O 10 -e_ C� . wW , R equester: ? Q U CO Phone No: 0 F - - I WW 1 1SrApproved per applicable codes. 0 Corrections required prior to approval. I COMMENTS: uJ Z i - _ M U u) - ''ce 4 } ,v`a1 ,-( p2 * rout/\ ' P Sl \UL Xor �t--0lOtli Z I I S Oc•lal - We kC.'trG ti . I � f • 1 b { �1 Oif .. S(rc t a1 Cc n v‘({ -P GtoA 1r r1r\ S t 4 \"`)r)l"ki tnr I 1 1 1 V I rAp tc G 1 -e `!-o✓ *h, \ ()10 i 1 I . i . xt I L11 'n tom. l r ri i p4 y f I Inspector: - Date: 1 d g- 0 2 t, r,. E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be h ''x °� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt , x 'Date: y' t No.: r. C.f., i r , .w. i.... , ^:t ,..,..�. , .:+, ,, ew'in.4;4tsl+i „ n4 ,; . t;.i,- „Xo.w.ltvAitart.t frwstrtttt, .,.,., .� ..... 4y Y, PW4' � u itrv4n 8:'9;..•kt"k . >. N'. Y. 4�, A' 'r _ - zz 1�_, r4 2 INSPECTION RECD W = 1 —I Retain a copy with permit D 3(9- Q INSPECTION NO. PERMIT • _ C> CITY OF TUKWILA BUILDING DIVISION ' 10 • uj 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431-3670 ject Ty of Inspection (� —. C = d `dZs;4 s `� &4.. Date Called � v '�Q �� c7 iIOZ . z ,,',.,e,, 1 Spe 'al In ` ucti s: � �_ y / Date Wanted: �� - z.... a'm Z O ! Cl I /14I,C� /� 0 p.m. W W Requester / 2 �•: i � q te � � Q � ', D M f ,)h41 L 0 cn P o C Cv/J 0 t 7�f 0H v. 1 � � c1 ' 5 = w El ~ U Approved per applicable codes. ,._ Corrections required prior ta,approval. II �. COMMENTS: 1i1 Z co U fit 1 I _ -i_1(r) 0/1 0 ' f \Gjo Cr ' Sr ( I; I 1 h 4 'c ' ) I G 01 S rr t t /\ S� • .. _,. s. � j S rvnr R 7->e I Intl A ) - �ofYPC4 Uhf --k-Y0vv, qpror-1 C ) # 4 a /� ,' x'(11, - ,- • ... . ;,. , n' /� • 0•.,..,.,,,.•.:....„. .. „, t,:c r 9 '. „." I, I 1„ ' Lt fifi, , Inspec c ' J Date: I (� � _ V q, �.. wwwvvv"' i lJ � �1 L" ` x a r X47.00 REINSPECTION FEE REQUIRED. Prior in ,h:,.' Y ., -, to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. to schedule reinspection. Receipt No.: Date: �� �' s I� . ,f` Pi. k. Jr: ', '. z ~ W re n t - 11 , . JU INSPECTION REC k 4,. ' ' t . , j W w o W ' Retain a copy with permit � a J = r INSPECTION NO. PER b T N/ . _ O ;' ' CITY OF TUKWILA BUILDING DIVISION • •� # 2 . � , `„ 1 , / � -- -2 ?_ __ �}' •Fy.im .�'.R` $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be < . ` < paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t N' Receipt No.: Date: �i �l►;, t ,. `` 11; ' 1 -` --•.. �._ r i i � . ..r . __ i - _, z I` z re Lii " • 6 _ Air• f .' r N INSPECTION REC Do O w = ll ' ' it Retain a copy with permit °� i 7 , IN ivt�TION NO. PE' N • �� N o ' • CITY OF TUKWILA BUILDING DIVISION • 40 2 j: ; COMMENTS ('� ,d!i, , r r st r� V U) 2 - ' / '.€ . 4',),,,..P z ::'': . / cC '4 ' & S P2 Sirie 0 , 4 d ,-.a : r r/ // , ii I �cZ't i 3 4 :. $ t4 Inspector: Date t7 , 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k N;:fl'W ;' ,, paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s -� ; 4 ` :t ; . Receipt No.: Date:? iittxtrtman - fit. wk,„ vlk y; gps `: KS!Pt!?i%k'i17Y0tragitt#k���1 _r T - - •_ z ~ W . 6v ` �. P : INSPECTION REC to ■ wW '- Retain a copy with permit a z ' /o? _1 i_ 'f' - INSPEC ip PE: O. CO `: ' CITY OF TUKWILA BUILDING DIVISION d' 1 W } o ` X 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ! J Proje • Type of Inspection: u. Q t Address:; 4/(6 Date Called: = W Z 1• Special Instructions: Date Wanted: a G, i {. W W � 4e /52 L Re D 'ir - 2_ f 3c) Phone No: p D ',' ' Approved per applicable codes. 0 Corrections required prior to approval. i F- U l L 0 COMMENTS:'' / i : . . ' / 16e/l/7-7. '')/ 1?(Ipc,(// 0 I— .../ ,-- ( /--:i .. , ii / .. cni.;, Ezr / ; z ( /1---//p}7.. ± f '4:t: 4Y 7,41 , :krill . t C. . � �I�r' Inspector: Date itir E $47.00 REINSPECTIO EE RE UIRED. Prior to inspection, fee must be I ,, °'' " " paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i't . ,,, , afia?Nx s � r sg f �., T.. ._a .... ..,`i :[' t .. ..., ....w...., ....t .. . , ' 4 feieV TWOlAtij ' i, 0 ' WEktti $ +,W.} 1 - - ...-- , --...c.r -. .k {. Z < . • 1-- Z c[ LLI . ... • , 6 = ..., ' J:. . . INSPECTION RECOR ) tu i Retain a copy with permit 02:107 ',::,': , INSPECTI N NO. PERMIT NO. - / ju Al • CITY OF TUKWILA BUILDING DIVISION I ■ a , ...;:. ,;• 6300 Southcenter Blvd, #100, Tukwila, WA 981;8 (206)431-3670 g n Li. < Project:- Type of Inspection: u D Uer/ i--7e/IS re, //)-7, 61,, a i 1 _ w Address: Date called:e . -1:- 5?-(o 5( /%, .26...c)2._ z I.- 0 Special instructions: • 7 Date wan41 ,20.779 q Z I— ...) L1J ui (....4..." / 1 ii — 2 D •. Requester: D CI O U) (/‘(// 0 — Phone: 0 1— .i.-::•': . 11.1 u j ;.,. r—i I- Approved per applicable codes. M Corrections required prior to approval. .,•:',,.`:',- ' , !.. . COMMENTS: ' Ili Z ,.- U) 0 -_-_- 1 .... — i :,. ... I )4 / .....5./ .< ..e , -:". e ( ,.. . . Z 7 ,..,. dAr 4e.,9V ..7., / ,..r , 42-..-.. 1. 1/4 ,. .._ • ..... . 0 _./..) /Okie__ .e...1 e ,:;,.., ..,.,. ev,.... A ,=, e e .....e,, c A. s _,:,, A--- .1 : .-i : '';'•'''' ',;-,'•:. - ' - A /ft.,,,. . VAAVI • , 1 41 14 ,:*:h 0 . , Inspector: ./ A Date: , - • 5= ' • 0 $47 .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid ' ( , ,, r1r i A, . . k 4 !,'*,..' at 6300 Sokithcenter Blvd., Suite 100. Call to schedule reinspection. <., C-4$0 Receipt No: Date: :-,.. '. , "IYIV-74, , , r t:.g.j‘::,t r ! ...i.1.;..' t .f . P 141) ::it:ij .i .' .',',-.; 4 4 . , .- .$ , - ,. •,, :rk4. .....■■■...... — — Z = F . F Z Jr CC Q 2 Ili . . t Se elk INSPECTION REC co o Retain a copy with permit De2P — /.7 co w INSPECTION NO. PERMIT NO J = CITY OF TUKWILA BUILDING DIVISION * • CO LL w 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 2 y. Project: Type of Inspection: J4,0*) , f1,- lJ61 .. S/ F/T fiP,94 -7 Is I . Address: Date Iled: 3 •Ii ► /S,(3/0 S. C. £*'a -,3 . ~ _ Spe Instructions: Date Wanted: Z I_ g ""' c,76 -ea m. I— O • 5 / — Requester: W E" ( 1-P � 2 D �' 0 0 ? , P ne N U co 94 c,. O O F- Approved per applicable codes. Corrections required prior to approval. = U COMMENTS. ti ~O :: d :,: .,, ,L : ,,,„( f �J1� /I ! �`,//J L : 40, 4_ t5 /e...( e - : {y cif ?.‘--7-7.,-, ---( o i � ' a R- �7 ,& /l7/ / ��f7 ' -- ..- 3 3 y j:.;::( : A.,,,,,Ks i.,A,e ...,„,;( 6..- / /t 14 ( / � / - - c�,,r,�,�.�� .x,41 ; 7 r — j — • i s L: a Inspector• Date b r a g--2,4-0? ._ ,.. 0 $47.00 REINSP FEE REQUIRED. P rior to inspection, fee must be xrz } ' paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ,�,? :ig, Receipt No Date: .r, ). ,,•.i 4,.: ti. ...r.. .!r�.,....r..•:s..+ — e;. .._.,.,:.ti,.... .....,. T,.ftioJI ° .., , .i+W 'u .t !)...:«. . .. I 7 .-. , Z I I.- W C ¢¢ 'Y INSPECTION REC u) ° v. � w i Reta a copy with permit -J 1- INSPECTION NO. P IT O. CO LL -•.:i ;. CITY OF TUKWILA BUILDING DIVISIO . 2 h i 630 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Pr�j gy p: . , .-ction: u., Q Address: J n Date Cal '.: \� � Z = . V E 14 in2 "'' pedal Instructions: • Date wa t d. a Z O • Req este : 2 c LU iii H. ac- L i��_cc13 o — {` o = U Approved per applicable codes. Corrections required prior to approval, i I-- — ti' ` COMMENTS: Z ur 2Z .'-. ' 7-777 P- ' . , i? : Z ....k ,' i ) ZIA:P„. / ,,..>(...<7 y -K' 6„,..1c_ �. :Pi 7 -...� : .. �/ 6 ' ` - - C 4/7,— (, j _,-_,-,A.4 r • •Ae-7.4/14i- , t': . • � h [.� /, • s Gf l,.:( 5 is : . ho 714 p ( ,$4 ti , <,-P.,frn F 1 L.°> - ‘4X. 5 7 ; .: --4 . 4.� 6/ 5 , Inspector: 471 Dateg / �-r , � ∎ 4 1 , ' .,, ,•, t , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be %.r <`k &+' paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " '''' , Receipt No Date: i . , ..., .: ,r w.. .'.:' , w..a.,.x. a:...,�, F " ..F.,.1.. . Vilkiii , ^i'�v°.�'i.e� i° ��t�'} ti.��1^y�W J .iHrs,.,.t(.�.'.,:ac:�,�Y.�.w.� � ,. , ,;'', ., , ,�• . �. : iP'�ie -. t �i a •;�;si� f ,. �i�'k AA`s•,{ . Z • I I- ~ w i —J O 8 • I N 0 r ir INSPECTION RECOR co ~ r. Retain a copy with permit co u_ L INSPECTION NO. ERMIT NO. t Wo k CITY OF TUKWILA BUILDING DIVISION • ► ! � < ?' 6300 Southcenter Blvd, #100, Tukwila, VVA 98188 (206)431 -3670 u. Q k . t P_ ject: Type of In pection: //` — CY V. L/Cote0 6..14 if(r/Go. Of jepeki -i—fit. ( a H 1.- r (.( ,....i w t. Address.: Date calle Z = � se P Y Ga Special instructions: Date w nt : • m ` W O % I" 7e p.m. i 2 j R equeste : D o U , P !^ 0 ' - • Ph o7�J -- 95 /— 0 d'� _ w U Approved per applicable codes. 0 Corrections required prior to approval. ~ u. O f ."� COMMENTS: .i Z ` _. , U li N #c ,i1....7 S•174 P 3 4-2 . £ •• r- /s I •,9 . . i ffN .. 1 :.' . tip' I i. .t , ma LLyy �tt v .. n.�kfr. •a :t' i. 4, :h Y y � A: 1�f4,�4 Y Inspector �� Date: �� "r ?`;, „,,,.,„„,it„,, n $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid z.: .; at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C''''''''..4 '�” i Receipt No: Date: r w •� ( ?,,A F`�4: •. h �'` • ire .::ind::tt`: ^t" ::s ? '.Xf r.'tA,• .�k : {1h • F.' wy':'' lir' t: w%:''c "t�+,':4..r { •�t�'' 'h.. - ■ ZZ I— W re 2 J , 0 0 to 0 II4 INSPECTION RECOR W 7 -J F- ` , R a copy with permit � )D l N '~ perm I NSPECTION NO. 1 , PERMIT NO. O o CITY OF TUKWIIA BUILDING DIVISION 4 6300 Southcenter Blvd, #100, Tukwila, WA 9818: ' (206)431 -3670 0 d Pjroject: / / Ty a of Inspec to Z ' , lr [P , 4 rl PY /4 l t, Neiro I 7 �/ 2 4 r W z� t?4o 56 , , v j Date d: �� F- O �j Z t- ,;,. Special instructions: • Dat a d( /,,�, c.m.) LU iii 4Y�_:' ) P.m. . 2 0 :.,,. 0 a., Reque ter: O 0 , e 0 1- ^l I ✓ e Pho d`� 35 / - � s 5-e, W 1 d` F U t ='''' • : . ``A Approved per applicable codes. Corrections required prior to approval. Z ,‘11: - . a: COMMENTS: 0 '.. ' ~O 1- P . I c Vvs-kx4d A VA -14-eV \') ki 1 e'l . :. :-: --, , ,,i - ,,,:. \*..._ L .,.... ‘ ,..„....v T: . . '.>~. )�.QQ so ■ ,,,,,, : . mippimp a .■ . ... . 1 '''' I • J �� - w'- ; Y ' em u , , . ,,. , 41 .. : ( . ,..:.) h4 .. ''''''."1171.1.NO i ..A..a.'1A/k.C224..".(a...k, .. 4700 , i I irr 17 . t. ns� ctor: �� Date: • 7 .00 R EINSPECTION FEE RE UIRED. P rior to ins a ion fee must be paid ',, " "`" `' $ P p ' ' r,. a 6300 Southcenter Blvd., Suite 100. Call to schedule eins ection. ' '1 . Date: P a,�, " �����• Refcei t No :s4� i, '''.e''' '. •';' , •: • .. 1 t ° ^ sr I ej ,? . , T y 'v: I. `1 4 u . ." 'r, . . 'a "- , -A''' ' i`.•'- ... .. .. ... � �. + ^; ... . .C� "�A� +1� "ts lb•. r yi! :.�,1'i�Fi7Y - - _ -- _..--- I - - - .. 1 . ` ! Z =I .. re G I e D J 0 ` : r �` •. u)0 H.,' illiEN INSPECTION RECD ». ` ` Retain a copy with permit �� . f�7 J I- INSPECTION NO. i / 1 PERMIT NO. y i CITY OF TUKWILA BUILDING DIVISION v; I� ` . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 "•?‘-. 1 Q Project: 'N Type o inspection: w D .74,u-- S /e,9M/1.,6 :, I W Address: Date called: Z I ' /t iV S; c! r '7- . 2z -0Z .:., 4 H 1 Special instructions: 1 ./ Date wanted:. . a.m. ' ' '' • Z 1- eg-x Yw Ct --Ge -, 7- 25-02 p.m. 1 a i 307,./77. Requeste -1 U 0 co o I Phone: 0 I— ` n Approved per applicable codes. N + Corrections required prior to approval. ..•:y I O 5 ■ COMMENTS: I( I • Z f 6t- 'oc1S, OVPv (UOrWAv Pic..+ Ct�+- Y\rir)r `? {t 0 0 1 — ' G n .. 4 irr64 rcy,14 ( Z 3) Wi I tt D coct �r -PcI R.. n r P , rt , j. \ ,. .. j r S 140(.\L Ya Ir 3 -) el 041r, p v- -\-Nov', n r o r \t, t 4r to i ri c ' 1n 04 r o'n^ I .Q. , I h =» I 11) rn (1.1. e tG+t I C'vr41 h - •.t LAJr.A. I a4 rVfr1 ;-t- rA.er>(, . 5 ) rni >1r' -2. c 1ct1.. —Prv" of \ (��t 1 ,J / '`} /� /y _ ' n om+ ,.. ^ � � I . 4'' '. j �_ l C't 1 �Y /fJ VC LJ'L�'� 1 t '.,, � 6..) Y71V1 CI 1 -r' CL lc 1 (, ,c',, , c ( )v 1I Y/ • � i. V .. tea 110 C v 1►1 t )-P (/1 { p Date: fair- '��,;. : Ins ector: 0 () �;r > s, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid L; •'"', at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s ,r Receipt No Date: �F:,;�:,. t ' ., 1 'iX'N,.r - %:' , 4 , 11s , : .'Y��� �� { C hipAch ''' e.A....l ...W...«_...4:n':;:,: nl.t.it15. , y '. .:: [ 1..Y.: I + ' ::,:1r..;,.' . f..: ... '. .. ' r '''. ... r .. ... .. ... w. . . wrr. t. t. ... t.r ...O ,-e r tt ,' 1:2} . #.2�ia i' r ..r ... ..... ova 't{�•tenr.stl.+t.,_ , y, .f'... '�:C"4L!Y,:Y 'k'�,'7`tf' , LX` ,', - .'l l.;; tiff � � , � ... S ' .r: x•[1. ikfr'�; ti .e�',;+�Y$ak9 ' t} �S4 '&�tC4k9tWE1�/+iNbYNMDwnw+.._ �•__ _ x.� ..' , z W -J i . . �Gc�2 N ❑ i 111211111 INSPECTION RECD 1)d,2 � 10 J i i • Retain a copy with permit I.- � i INSPECTION NO. / PERMIT NO. W 0 I CITY OF TUKWILA BUILDING DIVISION `'' ►' 2 , 1 I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 � < co ❑ j i Project: �. _1a P �l Type of Inspection: rowl r / - 0 i ddress: �( Date called: j Z I 0 I Special instructions: Date wanted: ..7_,01, _ C/� a. W 1 W �m' 2 ❑ I Requester: U ❑ : Phone: ❑ I-- W IV 1- — +. ❑ Approved per applicable codes. 0 Corrections required prior to approval. u.. ~ O COMMENTS: Ili t H I ()_. 1 4O �h�U `k o ■ €' Vtoar WAt( Z f { DV -A-0 (A v- LAE, t ■ , i , . t,.. ,,,\,-- 'eV \Or U- tL 1 l'eS,.,) sc i S V\Ckv\ �J CA OAP-e (: AC C ikr()Uv r Sr>0 t1 COV'v 1 (-to I ,vim:. ..._ . Inspector: ,- Q9 ` Date: :yrkut`` JL : , i El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid �" r.. . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: 1 y, b. �,�� x ,�� 'JmYe'.3:,h:'Z z ! i.n: vR.�rt�.r &-u x, zts .iA ,t' -r :;13 a =Wr u'3 ci. ' _ +; ):- c � � ' .... .. .... .... ”.aaua ;u . ;VN. wok, kr.1 .:4-.;,.., ' 7 `: e^r'*i<tt,4:SN+ ', { a''.�i�,`Fi 1 N ) Z 1=- w re 2 U U O ::41' 0 0 W= . INSPECTION RECOW 6b b J ~ Retain a copy with permit N u- INSPECTION NO. / •ERMITNO. 1 w O ' CITY OF TUKWILA BUILDING DIVISION " 4, • L 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 :: F W D `` CO 0 P otect: It T e • of Insp•ctio : -F = U ....-11.-:- .! --i..64 (ktig �.1 F '1 fool" . A -, s ~ _ x Z ' •dress: S ) i Date called:' �� 0 , I-- C 7 Zo Special instructions: I Date wanted: ( a r W W Reque• ter: - N r O IAA 0 1 Phorlei S' _) $5 = U J1 I Approved per applicable codes. 0 Corrections required prior to approval. .' u' Z COMMENTS: U CO .1 O t r. ik . ' IL • � . 0/ ∎ . c.: .: Z r t�ri _ r dt i L ! k ,l , 1 t —.0 . { t e -sou. ' -1r.r... 4 r-412AIL _ ,.......s s 4 :, lag t okoblrf , { w -# Inspe a or: 1 Date: . . 1 r„,frek.,:. .. 7.00 REINSPECTIO FEE REQUIRED. Pri to inspection, fee must be paid It 6300 Southcenter Blvd., Suite 100. Cal o schedule reinspection. ' t.� = , eipt No: Date: .�y;4` ;,. ,, ', k9 i - . Z F-Z � W �U . .. , "'" -rz-- .: T - . -- - : __ W O I N W W = 1 0 —J µ i INSPECTION RECD ( D ( 2 , 2 „,/ co 0 Retain a copy with permit W I INSPECTION NO. PERMIT NO. 2 . CITY OF TUKWILA BUILDING DIVISION u.. j ,..V ' 6300 Southcenter � Bl ? 'f� �` Blvd, #100, Tukwila, WA 98188 (206)431 -3670 N d ect: mil` � Type of Ins�ctio - _ i 69,4110 � it S-4074- /,� ~ I A r I Date called: F” O I Special instructions: Date wanted: a.m. 0 } — — l -- 17 'p.m. U Requester: 0 I.- i 0-\ W i j W { Phone: es --- 3� /- -• SC ~ r - ti O j pproved per applicable codes. Corrections required prior to approval. uj N U— { COMMENTS: O H I 0 ,%-� / �.�� off s���' z 1 .-.? — .7q-) a 1 f V. S i L 4 1 a 1St ECi'. 1 .. .. I ? 'Y ?:r . .r : --Ns\ , ,,,,,, , t,... ral I } ; A4)' :�.; • • e +• r: Date ;;"i7� 4i•. ': 6tg, 7.00 REINSPECTIO FEE REQUIRE P ri to inspection, fee must be paid e r a E at 6300 Southcenter B d., Suite 100. Cal o schedule reinspection. ceipt No: Date: ir. ; 4���a���y ,.a�x 1y4 teas '�- >;' :. +t � Y-r M t n , ^+ },A••n�M ..S . t �; " , t n, �,G4 t��ds+,.'�a{� 11 '+ti�:.u.. `M +'drrt,b+;.h�t�. }.•t� ?. NuaE. r:,. �X '�?S?Y:'".,':,`,�;....'�`>�.:+9 �'�' " ± .. ;7' P fN , . ln , , '. - ` / - —« 4 ... -'777 T,- s - ,1 „c.•'N,_.777 s '', 1'' '''''' , ^AcVV .. 47-""777775771-'7'7.r . ' 'zr,1' .:-"•° r"-- i1 77.-” r!' r.. r e.7- ;- Z'-- -* 77?^- -„- "'._.- ...- .7 ( ,.."''-.. ; —ii Te iC % - tat' .• Alt- r 2 City of Tukivila Steven M. Mullet, Mayor i 1.11a itsegi, 1 0 i ( Y . ' kW _\ Fire Department Thomas P. Keefe, Fire Chief 1908 " z ~ w re 2 TUKWILA FIRE DEPARTMENT 6 U FINAL APPROVAL FORM U co o ' u) w J = Permit No. Cc..2 / 0 N O w . / j C; 2. - / c2 2 = d ,-,"" ,- 1- _ Project Name O .IA e l e0 - -.1 * 1 evt, 5 z O w I— Address {t�: Yu - -) ' ti Suite # ? o U ON 0 1— Retain current inspection schedule H v \( Needs shift inspection i z w to , U = 0 E- Approved without correction notice z Approved with correction notice issued - s Sprinklers: Fire Alarm: Hood & Duct: . Halon: Monitor: A r Pre -Fire: Permits: r :1E: �1} 1 '' ;' 2' ( AA.,(..- . r2 4 --t' r tr4) (5-,2,,,i: 7/2 # ,,1-7-"'" tl,,,,','! Authorized Signature Date 11 iii FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 '!!viii:: t'). 5, ", ' ' , r .,:‘,4, ,:fi Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 41 !'. ' 1 L1�'� '. riww+ writ,+ wn+ ve:+ ti+ w.+ a+ aavw�yMMrabn�YYtAbetMditM. l�AyMyRf�Rll; Tl' ��c Aw•wn,- .aw�s- ,.,...... .,, ..,� .. ,. . .. ..,. r • �'... ,�,5.'amw...v,+a,+..m,....s;,., «wwcuy '.ri - 4t N. ,l .. : z ‹.. H W re CITY OF TUPWU A Wes o WPRt?1f1"D u) o JUL - 9 2002 w AS NOTED co u_ i_ w L&L- - : tY & G x LL. g 71 I I-W FILE COPY z � o ~ . I understand that the Plan Check approvals are royal of ? o subject to errors and omissions and app Ili plans does not authorize the violation of any v adopted code or ordinance. la s aelcnowledged. co o - t ractor's copy of approved p = 0 . �o w z By , — F SE'AR AttE P ERMIT o I Date z i ? ,.• REQUIRED FOR: Permit No. YMECI- IANICA►L V L1LECTRICAL . LUMiING Q ®1441(5 � f GAS PIPING .s S1403- ���tS�O CITY OF TUKV11tLA N - �� 01 stiG a �rnrt� BUILDING DIVISION � It „..,4‘ , 5,...,,, -, + �1 Q 4' , : X t pfa Ff , 1: } N ti✓ % � 'ppYr h link ' i';f , ' M `j k y1 i \ le i R'A�t ?� °� 1 .. • • Jared The Galleria of Jewelry z Parkway Square Shopping Center i Y q pp 9 Tukwila, WA w w J0 00 • w 0 Store 0415 w i Commission 4263 I C/) Date 04.19.02 • a r LL d Jencen Architecture _ z1- / / / 'N-. 2850 Euclid Avenue o Cleveland, OH 44115 w 216.781.0131 D 0 �' Fax 216.781.0134 - al- -�. - www.jencen.com w w Q = / o z V 1 -±- y' z / . .,.,,, JENCEN / 1 A , ,,. , ,„_... - L% • .. , :. 1111 - v 1_r RECEIVED _ IMO CITY OF TUKWILA APR 23 200 ?. ,� PERMIT CENTER 1 '� ' 1116;!",4,.: "4 1::;-, .- . % C Inillik t 1 Ir I tt) el 4 Wair ...„, err t• CONTACTS Sterling Jewelers Inc. Mike Glaser z Director of Jared Construction Sterling Jewelers, Inc et W Fax: (330) 668 -5703 375 Ghent Rd. E -mail: mglaser@jewels.com Akron, OH v . i i o @a co ul Extension: 5585 w o Kyle Robson phone: (330) 668 -5000 . Director of Jared Real Estate Fax: (330) 668 -5050 g E -mail: krobson@jewels.com = W Extension: 5080 Z 1 �o z Vince Marchetta • o n Jared Leasing Representative o E -mail: vmarchettagewels.com ° o - Extension: 5811 • 0 o Giovanna Caporossi w z ' U N Jared Project Coordinator o E -mail: gcaporossigewels.com z Extension: 5202 Architect Roger F. Heineman R. Jencen and Associates Project Manager 2850 Euclid Avenue E -mail: rheineman@jencen.com Cleveland, OH 44115 Phone: (216) 781 -0131 Fax: (216) 781 -0134 �V.. �a3h ' e G , 1 • ,,3, ... 1 . :. ....... .. .. .. .......: c..ns.v,. • ' WIYIiMf ' '+ypS ' 1Ht .. Wk. .!'Y.i'A+J:e' (!� MPUr :yYTN H..k2v'ro. .w a.w«,... ,,.... r rn.w.v �, it ■ r ..., fn Z ~ W T ABLE OF CONTENTS 6 D 00 Ili i Division 1 Insurance page 1 wo Division 2 Site Requirements page 2 w Division 3 Concrete page 3 2 Division 4 Masonry page 4 -5 • g a Division 5 Metal Fabrications page 6 -8 c Division 6 Steel Joists and Joist Girders page 9 Z = Division 7 Steel Deck page 10-11 — +- Division 8 Rough Carpentry page 12 -13 z Division 9 Drywall page 14 ? o _ Division 10 Building Insulation page 15 -16 0 u) Division 11 Exterior Insulation and Finish System page 17 -18 01 le- I Membrane Roofing w 9 P Y g page 19 -20 = o Division 12 Sin Division 13 Flashing and Sheet Metal page 21 o Division 14 Roof Accessories page 22 w Division 15 Joint Sealant page 23 -24 i Division 16 Door Hardware page 25 -26 z l- - Division 17 Glazing page 27 Division 18 Acoustical Tile Ceiling page 28 ' Division 19 Resilient Tile Flooring page 29 Division 20 Carpet page 30 Division 21 Paint • page 31 -32 Division 22 Wallcoverings page 33 Division 23 Signs page 34 Division 24 Plumbing Fixtures /Accessories page 35 -36 Division 25 Plumbing page 37 • Division 26 Fire Extinguishers page 38 Division 27 Custom Millwork page 39 Division 28 Sprinklers (if applicable) page 40 (Drawing FP -1) ,' ,i Finish Schedule page 41 -42 4 :;;ry Electrical page 43 rKK ' Mechanical See Mechanical Dwgs. . - p. Si1l►t' ea � --. ,.,., .,« ; =,•.,.,... ,�.w..._.,•-,.....,. - -..., ...... ..........._..w e rsmrai kG"i,7 '.�,'�ae ,»wu'.S scY! S ttr i `.r., 46 a4 •• , rn.. DIVISION I: INSURANCE 1.20 Contractor's liability insurance and indemnification shall meet Sterling Inc. minimum requirements as set forth below: Liability insurance shall include all major divisions of coverage and be on a comprehensive basis including: A) Coverage provided for Premises/Operations, Products/Completed Operations, z Independent Contractors, Contractual Liability, XCU B) Additional Insured Endorsement naming Sterling Jewelers Inc. as an additional • 1 w insured a C) Blanket Waiver of subrogation in favor of Sterling Jewelers 6 s D) Primary and Non - Contributory Wording v O E) Premises Operations (including XCU), independent contractors protective products co W a nd completed operate. J = 1.21 A) Commercial General Liability Coverage Requirements N "- 1) General Aggregate (Other than Products- Completed Operations) $2,000,000. O ` 2) Products Completed Operations Aggregate Limit - $2,000,000. 2 3) Each Occurrence - $1,000,000. u_ 4) Contractual Liability - Same as GC. d 5) Independent Contractors — Same as G.C. z w 6) Personal injury and Advertising Injury - $1,000,000. z = 7) Fire Damage (any one fire) - $300,000. ~ p 8) Medial Expense (per person) - $10,000. w w 9) Aggregate Applies Per Location. ? o B) Automobile Liability Coverage Requirements 0 Note: THESE ARE MINIMUM REQUIREMENTS. Information on the site and civil engineering drawings, notes and details, shall supercede the specifications of division 2. i- w re 2 u� DIVISION 2: SITE REQUIREMENTS 6 o • CO c 2.01 Bituminous concrete paved parking and driveway area shall be provided w = by the Landlord. Individual car stalls and traffic direction signs shall be striped with yellow traffic paint. Stalls shall be 9' wide x 18' long or as required by code w 0 h and shall have 24' side aisle between rows of stalls. All paved areas shall be 2 well drained to catch basins and /or ditches to ensure that no standing water will g5 remain on the pavement. Concrete curbs shall be continuous along edge of all w D . paved parking and driveway areas. Provide handicapped parking as required by = w code. Fire lanes shall be designated if required by code. Z W 2.02 Bituminous concrete pavement shall be constructed to code as follows (or per w o uj soils report if more restrictive): g A) A base course of crushed stone (finished thickness not less than 6 ") shall be installed over well compacted sub - grade. 0 N B) Bituminous aggregate base 4" minimum. w w C) Bituminous concrete pavement shall be laid in two (2) courses, each measured in place after rolling. First course shall be a "binder course" and 0 second course shall be a "wearing course" binder course in the parking area w z shall be a minimum 1" thickness and wearing course shall be 1" in thickness. D) All paving shall be pitched to drain. (Maximum 2% slope) 0 z 2.03 At all areas where traffic will travel to and from the trash enclosure, the requirements for bituminous concrete paving shall be the same as for auto parking areas with the following exception: Binder course shall be 2" in i thickness and wearing course shall be 1 -1/2 ". . • r 'ti k �'.<.9' 104" \ iU 0 . e".35 LO • :..M .a.. ..w ,. .. ,. n.,..,. •. 17 ". IfQS„`. ilMl?s! Y:!! Fl" 7a7'. i'r1Nr.Tn..r.�ray.w.,. -. . .. . .__.—.............x....,xu. -. �.. ....., r .» .......... ...s <.;.uisini + +v.»!^.1 rlr,,Y.idN.AFS�:FS;N7inrJx; .. 1 7 — ■ • +,[ DIVISION 3: CONCRETE 3.01 Concrete floor slab Floor slabs shall be power trowelled and burnished to polished finish. Improperly finished or constructed floor slabs will be removed in its entirety to the adjacent floor control or construction joists. z A) Concrete floors shall be treated with L & M Construction Chemicals, Inc. curing compound at 300 square feet per gallon (do not leave any puddles). After w 3 days, to a clean floor, apply (1) coat of seal hard at 200 square feet/gallon. 6 B) Keep surfaces wet with seal hard and scrub into floor for a minimum of 30 -1 0 minutes. Walk- behind automatic scrubber or ride -on floor scrubber are needed N a for this application. C) After scrubbing, rinse with water and flush the entire surface being treated. -J F— Remove all excess seal hard by squeegee. Wet vacuum up all residue, do not p leave any puddles. 2 D) Second coat not required except in very q p ry porous or rough finished areas • g a contraction (saw -cut) joints can be cut into concrete at normal times with either procedure, always vacuum up saw slurry. = a E) An L & M Construction Chemicals, Inc. representative must be present during Z application of materials. 1— O z � - 3.02 All concrete shall consist of proper proportions of Portland Cement. Coarse g aggregates, fine aggregates, and clean water conforming to application of 0 A.S.T.M. standard specifications. The concrete shall be 5 -1/2 sack mix design co and shall be a minimum of 3,000 P.S.I. strength at 28 days with air content of w u j 2 % -3 %. Concrete shall be fully protected freezing weather and wet cured. Reinforcing throughout with 6" x 6", , 10/10 W.W.M. u. o Note: No fiber reinforcing mesh will be accepted. ui z UN 3.03 The concrete floor slab shall be minimum 4" thick on 4" compacted granular fill o I with floor flatness deviation of less than 1/8" in a 10' -0" area. Control joints z shall be provided along column lines with diamond cuts at each column location. Load transferring dowels shall be placed at all construction joints. Provide vapor barriers below all slabs on grade. 3.04 Concrete test cylinders and appropriate slump test shall be made for concrete as follows: A) Concrete testing as follows: slump test shall be visually required each load with strength test at an average of one test per 1,000 S.F. or 50 yards, which ever is less. Test data shall include compression, air content and temperature. B) Provide copies of design mix and all test reports. Inspection of footing sub-grade and all concrete controlled inspections will be ' s p g g p � 3.05 Ins , �.: provided by testing laboratory hired by the contractor. Laboratory will conduct "- all field inspections and testing required for quality control and by the building _ , 4 ,. code. w ;an. ,4111 A6 4' is � oc{ ; i ' c'q; 3 J Licitgki °Tf" .,•., 'w wY: .. t ...a<. ... H w nY t �41�i? li N 4 ��A4 Mt/{itfHv."wrgl-M . w" 'jm'; "O !Yii,. ".v �" . - -, ■ - --\\ DIVISION 4: MASONRY 4.01 Concrete masonry units A) Hollow load- bearing concrete masonry units - ASTM C 90 grade N. Provide concrete masonry units complying with requirements indicated below for size that are manufactured to specified face dimensions within tolerances specified in the applicable referenced ASTM specification for concrete masonry units. 1) Concrete masonry units: Manufactured to specified dimensions of 3.8 inch less z than normal widths by nominal heights by nominal lengths indicated on = I-= drawings. f- w 2) See exterior color and finish schedule on drawings. 6 D 3) Unit compressive strength: Provide units with minimum average net area -J 0 compressive strength indicated. 1,900 P.S.I. p 4) Not less than the unit compressive strengths required to produce concrete unit co w masonry construction of compressive strength indicated. -J H B ) S olid load- bearing concrete masonry units: ASTM C 145, Grade N. "- w C) Reinforced open end block concrete masonry units: ASTM C90 and ASTM C145. g ` D) Concrete building brick: ASTM C 55. - . �Q 4.02 Tar and grout Mixes . N w d = A) General: Do not add admixtures including air - entraining agents, accelerators, F-- _ retarders, water repellent agents, antifreeze compounds, or other admixtures, unless z t— otherwise indicated. z O Note: Do not use calcium chloride in mortar or grout. w w B) Mortar for unit masonry: Comply with ASTM C270, proportion specification, for types v o _ of mortar indicated below: O 1) Limit cementitious materials in mortar to Portland Cement -Lime. o 2) For masonry below grade and in contact with earth and where indicated, use type: Type S z v 3) For reinforced masonry and where indicated, use type: Type M O 4) For exterior, above -grade load bearing and non load bearing walls and parapet — z walls, for interior load bearing walls for interior non load - bearing partitions and U co for other applications where another type is not indicated, use type: Type N C) Colored pigmented mortar: Select and proportion pigments with other ingredients to 0 produce colored mortar to match the brick color. . D) Colored aggregate mortar: Produce mortar of color required by use of colored aggregates in combination with selected cementitious materials. E) Grout for unit masonry: Comply with ASTM C 476 and referenced unit masonry standard. 4.03 Joint Reinforcement A) General: Provide joint reinforcement complying with requirements of referenced unit masonry standard and this article, formed from the following: Galvanized carbon steel wire, coating class as required by referenced unit masonry standard for application indicated. (Hot dipped galvanized) . B) Description: Welded -wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet, with prefabricated -• :: >•::- corner and tee units, and complying with requirements indicated below. $ t 1) For single -wythe masonry provide type as follows with single pair of side rods: AA , > Ladder design with perpendicular cross rods spaced not more than 16 inches 2 on center. ?'' `'" ` a� ti J i ,4+' .u„vw •:wlu v, .4.4..*F.xtl <. n... -.1. t,n >... •r.. .., .. .' ft' .. a.;r. ... ,cj,r :Y.rA.'� A }cn y }., ✓:.Ly xa+f.w+M+..,1..,:..�.,,. �'0.i,a :,•n .._�„� ,!i;Ya ... ;Ir',e " 7!A- s _— _ i I _ ,.. —. ■ • .,... . -. »: .. n.vm•. u:. ..:w.:uc w.rn..e,eu.s,. . »n:c r•.:•u,. -.,w, M • cS ,.. 'sfl: <.n,4.',,,d : ti.f. )�,.,fiS. aal*.h.. e� -. _.. ....,, ............., .. ..,.....,- ......r... ?,,, .. w•x.,,, c «-.... , ; . . Me... +W Lat9 .�^ -•..: - DIVISION 5: METAL FABRICA IONS 5.01 General: See structural drawings for details and dimensions 5.02 Submittals Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connection. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections. J z 5.03 Quality assurance re g A) Fabricator qualifications: Firm experienced in successfully producing metal 6 o fabrications similar to that indicated for this project, with sufficient production capacity U o • to produce required units without causing delay in the work. B) Installer qualifications: Arrange for installation of metal fabrications specified in this section by same firm that fabricated them. cn u. C) Qualify welding processes and welded operators in accordance with AWS DLI w o "structural welding code - Steel D1.3 Structural welding code - sheet steel" and D1.2 2 Structural welding code - aluminum". u N Z 5.04 Ferrous Metals z _ F A) Metal surfaces, general: For metal fabrications exposed to view upon completion of E- O the work, provide materials selected for their surface flatness, smoothness, and w w freedom from surface blemishes. Do not use materials whose exposed surfaces o - exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and for o cn steel sheet, variations in flatness exceeding those permitted by reference standards o �- for stretcher - leveled sheet. w w B) Steel plates, shapes and bards: ASTM A36. uj C) Steel pipe: ASTM A 53 finish, type, and weight class as follows: LI Z 1) Galvanized finish for exterior installations and where indicated. w 2) Type F, standard weight (Schedule 40), unless otherwise indicated, or another H weight, type, and grade required by structural loads. z F- • 3) Type S, Grade B, standard weight (schedule 40), unless otherwise indicated, or another weight required by structural loads. D) Gray iron castings: ASTM A48, Class 30. E) Malleable iron castings: ASTM A 47, Grade 32510. S F) Brackets, flanges and anchors: Cast or formed metal of the same type material and finish as supported rail, unless otherwise indicated. G) Concrete inserts: Threaded or wedge type, galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts washers, and shims as required, hot -dip galvanized per ASTM A 153. H) Welding rods and bare electrodes: Select in accordance with ASW specifications for the metal alloy to be welded. 0 °y iyv, :iiul 4r } {J' 6 ; n ,� w 111!k, J , n* ,. ':n r, t ,r li: x.rsx w.. .. ,.. s 1 ' .' aitiW j:n.. 81.ZN:Yi ..2?`ft3!fi.'ik .` `rre,Yr}Sm.no-r ?,Qr r,n «.v:,,s,- .- ,,._......, ,u ,a ._»..,..,., .,.,,, -.. <.. .,, ... .. ., .. ..,• •p:rt, ?"t "?+,h +.0 �.;'en� ia:3!« DIVISION 5: METAL FABRICATION (core.) 5.05 Grout and anchoring cement: A) Non -shrink metallic grout: Premixed, factory- packaged, ferrous aggregate grout complying with CE CRD -C 621, specifically recommended by manufacturer forheavy duty loading applications of type specified in this section. B) Non -shrink nonmetallic grout: Premixed, factory- packaged, non - staining, non- corrosive, nongaseous grout complying with CE CRD -C 621. Provide grout specifically recommended by manufacturer for interior and exterior applications of + x type specified in this section. c W 1) "Masterflow 713 ", master builders 2) "Seal tight 588 grout", W.R. Meadows Inc. o • 3) "Sonogrour, Sonnebom Building Products Div., Rexnord Chemical Products, Inc. u 0 4) "Stonecrete NMI ", Stonhard, Inc. w J 5) Vibropruf "11 ", Lambert Corp. u_ 5.06 Fasteners w A) General: Provide zinc- coated fasteners for exterior use or where built into exterior . ga' 5 walls. Select fasteners for the type, grade, and class required. "- D. a B) Bolts and nuts: Regular hexagon head type, ASTM A 307, Grade A. C) Lag bolts: Square head type, FS FF -B -561. z I D) Drilled -in expansion anchors: Expansion anchors complying with FS FF -S -325, O Group VIII (Anchors, expansion, non drilling), Type I (Internally threaded tubular a I- expansion anchor ) and machine bolts complying with FS FF -B -575, Grade 3. W E) Machine screws: Cadmium plated steel, FS FF -F -92. v F) Wood screws: Flat head carbon steel, FS FF -S -111. o F G) Plain washers: Round, carbon steel, FS FF -W -92. H) Toggle bolts: Tumble -wing type, FS FF -B -588, type, class, and style as required. _ 0 I) Lock washers: Helical spring type carbon steel, FS FF -W -84. o 5.07 Paint o A) Shop primer for ferrous metal: Manufactures or fabricators standard, fast - curing, o lead -free, universal modified alkyd primer selected for good resistance to normal z atmospheric corrosion, for compatibility with finish pain systems indicated, and for capability to provide a sound foundation for field - applied top coats despite prolonged exposure complying with performance requirements of FS TT -P -645. B) Galvanizing repair paint: High zinc dust content paint for re- galvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD -P -21035 or SSPC - Paint -20). C) Bituminous paint: Cold- applied asphalt mastic complying with SSPC -Paint 12 except containing asbestos fibers. D) Zinc chromate primer: FS TT -P -645. 5.08 Fabrication General A) Form metal fabrications from materials of size, thickness, and shapes indicated but , yam+ not less than that needed to comply with performance requirements indicated. B) Form exposed work true to line and level with accurate angles and surfaces and r; straight sharp edges. C) Shear and punch metals cleanly and accurately. Remove burrs. }1 j c; , D) Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise `� } indicated. s , E) Remove sharp or rough areas on exposed traffic surfaces. 14 .. , .. ..., ra. ... i a . i.Hrwr.+.. ;.;x:rr':rfn 'xt;yrew. iiry?:•rnCa „j.a;it,r y . ^ ' ,4 �t7•. ...v ?Y. r.. T:1 s'='';:its.,., ^ ,s:n:!*a:Tik.+raa6+'!:7 wa. ........... ...,. -. ,« - .ri .,,, DIVISION 5: METAL FABRICATION (cont.) Weld corners and beams continuously to comply with AWS recommendations. A) Provide for anchorage of type indicated. B) Allow for thermal movement. z 5.09 Steel ladders General: fabricate ladders for the locations shown, with dimensions, details and 1- w anchorages as indicated. Comply with requirements of ANSI A14.3. 6 JU 5.10 Loose bearing and leveling plates o • Provide loose bearing and leveling plates for steel items bearing on masonry or co w concrete construction, made flat, free from warps or twists and of required thickness and - bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize N LL after fabrications. w 5.11 Loose steel lintels Li. Fabricate loose structural steel lintels from steel angels and shapes of size indicated for w d. openings and recesses in masonry walls and partitions at locations indicated. f- _ z1... 5.12 Pipe bollards z O A) Fabricate pipe bollards from schedule 80 steel pipe for trash, dumpster, and uj schedule 40 for front door bollards. Cap bollards with '/a inch minimum thickness a. steel base plate. p N B) Fabricate sleeves for bollard anchorage from steel pipe with ' inch thick steel plate w welded to bottom of sleeve. = w 5.13 Dumpsters enclosure door hardware - as shown on drawings and adequate for its intended use. — 5.14 Finishes, general o "Metal - • A) Comply with NAAMM Metal finishes manual" for recommendations relative to ( application and designations of finishes. B) Finish metal fabrications after assembly. 1 ' • 8 No • 1• DIVISION 6: STEEL JOISTS AND JOIST GIRDERS 6.01 General A) Submit the following: 1) Product data and installation instruction for each type of joist and z accessories. 2) Include manufacture's certification that joists comply with SJI z "Specifications ". rt 2 B) Shop drawings showing layout of joist members, p g g y special connections, joining 6 o and accessories. Include mark, number, type and location and spacing of o o joists and bridging. w w.. J 6.02 Quality assurance cn A) Qualification of field welding: Qualify welding processes and welding w o operators in accordance with American Welding Society (ASW) "Structural welding code - Steel," AWS D.I.I. , a B) Inspection: Inspect joists and girders in accordance with SJI "Specifications ". ! a 6.03 Fabrication z A) General: Fabricate steel joists in accordance with SJI "Specifications" z o B) Bridging: Provide horizontal or diagonal type bridging for joists and joists w 6.04 Erection o Place and secure steel joists in accordance with SJI "Specifications ", final shop o drawings, and as herein specified. _ W • u_ o w o 0 H • c v44, . z Ogi`Fkg,0 � .� t ��riE1.�• �:� r r ,: r 9 iu � mr,+, i _a aay .rwrx.rrc.n ..,,,.....w- w,..,,>..... M,.. e..,. w... a,, r. 4'• y++:l• w.' �t! 4di 'Ktnp`Jkarr,21C.L!kY�;tk�{�i DIVISION 7: STEEL DECK 7.01 Submittal Shop drawings showing layout and types of deck units, anchorage details, and conditions requiring closure strips, supplementary framing, sump pans, cant strips, cut openings, special jointing, and other accessories. 7.02 Quality Assurance , x z A) Codes and standards: comply with provisions of the following codes and 1 standards, except as otherwise indicated. 1) American iron and steel institute (AISI), "Specification for the design of _J o cold - formed steel structural members ". w o 2) American welding society (AWS), D13 "Structural welding code - sheet w steel " —' 3) Steel deck institute (SDI), "Design manual for composite decks, form w o decks and roof decks." B) Qualifications of field welding: Use qualified welding processes and welding g operators in , accordance with "Welder qualification" procedures of AWS. H W z = 7.03 Products Manufactures available: Subject to compliance with requirements, manufactures z 11.1 o uj offering products that may be incorporated in the work include but are not limited 2 to the following: v o 1) H.H. Robertson Co. o o F- 2) Vulcraft Divisions, Nucor Corporation w u I 7.04 Materials a.0 A) Steel for galvanized metal deck units: ASTM A 446, Grade as required to z comply with SDI Specifications. 0 �. B) Miscellaneous steel shapes: ASTM A 36. 0 C) Shear connectors: Headed stub type, ASTM A 108, Grade 1015 or 1020, z cold finished carbon steel, with dimensions complying with AISC Specifications. D) Shear connectors: Strap type, ASTM A 570, Grade D, Hot - rolled carbon steel. E) Sheet metal accessories: ASTM A 526, commercial quality, galvanized. F) Galvanizing: ASTM A 525, G60. G) Galvanizing repair: Where galvanized surfaces are damaged, prepare surfaces and repair in accordance with procedures specified in ASTM A 780. 7.05 Fabrication General: Form deck units in lengths to span three or more supports with flush, telescoped, or nested 2 -inch laps at ends and interlocking or nested side laps, or t e metal thickness, depth, and width as indicated. 1 :01 T::! - �u �F 10 .�F :r %1gtlwe= liNi+ t".4•Mea^np'Kauw.M!.ur xtvf.;w. r..r.- :.,r,w.,.. ... .... <, ..,..v.,..:vr.:M1+t-.,.r..r.:n r•, •..v „3,r..;..,. .w; .. uu.. , , T +,v:. R`^: - —:ter S. DIVISION 7: STEEL DECK (cont.) 7.06 Installation A) General: Install deck units and accessories in accordance with manufacturer's recommendations, shop drawings, and as specified herein. a B) Fastening deck units: ' I- z re 1) Fasten roof deck units to steel supporting members by nominal 3/8 - inch puddle welds or elongated welds or equal strength, spaced not more than o o 12 inches O.C. with a minimum of two welds per unit at each support. • 2) Mechanical fasteners, either powder- actuated or pneumatically driven, W may be used in lieu of welding. Locate mechanical fasteners and install w in accordance with deck manufacturer's instructions. w 0 J ' 3) Mechanically fasten side laps of adjacent deck units between supports, at v d intervals not exceeding 36 inches O.C. using self- tapping No. 8 or larger = w machine screws. Z Z O W ! _ M O — • H-. w w I 1-U F- . U N H- _ . • Z ~. L } r Ask, e3.. wzr'J . 11 �. a jy lr����n +m.T ails iuu..1 ,'.1.1ci.a...INO ... >..,. ..... o. n.. u:.La.iitw.' >u...a...:.41i.' - tl&n'::uci,..su/k.Y *. , .N1}:Y.'t1e4M + u...1aw .,...,. M!+ 41' A .. .xa... .- nt3 :.rars++otrw•w.sw.,ers..r,. 'w�s:'Yaroi`h7!Y+.'k`MK..:1� �2Y+, �4 8fr` V$ A49XCt.,!WNNi5Sk7S W!7 DIVISION 8: ROUGH CARPENI I ,Y 8.01 General This section includes the following: 1) Framing with dimension lumber 2) Wood grounds, nailers and blocking 3) Plywood, gypsum and reinforced cement board sheathing. 8.02 Lumber z A) Lumber standards: Furnish lumber manufactured to comply with PS 20 _ "American Softwood Lumber Standard" and with applicable grading rules of z inspection agencies certified by American Lumber Standards Committees (ALSC) Board of review. _1 o B) Grade stamps: Provide lumber with each piece factory- marked with grade u) o stamp of inspection agency. w = J H 8.03 Dimension Lumber 0 A) For light framing provide "Stud ", "No. 3 ", or "Standard" grade lumber for stud g o framing (2 to 4 inches thick, 2 to 4 inches wide, 10 feet and shorter) and g 5 "Stud" or "No. 3" grade for other light framing (2 to 4 inches thick, 2 to 4 u. inches wide, 10 feet and shorter) and "stud" or "No. 3" grade for other light = d framing (2 to 4 inches thick, 2 to 6 winches wide), any species. Z B) For light framing (2 to 4 inches, 2 to 4 inches wide) provide the following o grade and species: "Construction" grade. (Douglas fir, hemfir or pine). z C) For structural framing (2 to 4 inches thick, 5 inches and wider), provide the g uj following grade and species: "No. 2" grade with minimum "E" of 1,700,000 PSI. o 8.04 Miscellaneous lumber 0 A) General: Provide lumber for support or attachment of other construction o including rooftop equipment curbs and support bases, cant strips, buck, — z. nailers, blocking, furring, grounds, stripping, and similar members. w B) Fabricate miscellaneous lumber from dimension lumber of sizes indicated o a nd into shapes shown. C) Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. 8.05 Fasteners Where rough carpentry is exposed to weather, in ground contact, or in area or high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of AISI type 304 stainless steel. 8.06 Metal framing anchors A) Allowable design loads: Provide products for which manufacture determined from empirical data or by rational engineering analysis and that are demonstrated by comprehensive testing performed by a qualified independent testing laboratory. B) Galvanized steel sheet: Steel sheet zinc - coated by hot -dip process onr; continuous lines prior to fabrication to comply with ASTM A 525 for coating designation G60 and with ASTM A 446, grade A (structural quality ) ASTM A f "` 526 (commercial quality) or ASTM A 527 (lock- forming quality) as standard } :� , with manufacture for type of anchor indicated. ' 12 71 ���'atNPt 7 yliAiy:L:ia c ur MVl,1WYkY ,+1 {LRfFR�- . K52YAv"•{1 fA 'N!`Aih'iRF.117.4.t!5'.`Y;e+q MAt'Ei.'N,i r'.' ..Yha:i/t:'H.fl1<.vpl ti "%rS °w.r.v.hw tr.0 .....•. ... ..... -.. .. .......w.. ., .. .. ry ... ... . ... .. ..: .... ..... ... ... :x x ..x �� . e ... . .. . .... .. ..,.. :. .. .... ... ... .... .. •. w,2 nilt•• -:.v, ' I DIVISION 8: ROUGH CARPENTRY (cont.) 8.07 Preservative wood treatment by pressure process A) General: Where lumber or plywood is indicated as preservative- treated wood or is specified herein to be treated, comply with applicable requirements or AWPA standards C2 (lumber) and C9 (plywood). Mark each treated item with the AWPB or SPIB quality mark requirements. B) Pressure -treat above - ground items with water -borne preservatives to a Z minimum retention of 0.25 PCF. For interior uses, after treatment, kiln dry . z lumber and plywood to a maximum moisture content, respectively, of 19 .rr 2 percent and 15 percent. Treat items indicated to be treated. 6 D 00 8.08 Execute co A) Discard units of material with defects that impair quality of rough carpentry J LU construction and that are to small to use in fabricating rough carpentry with rn minimum joints or optimum joint arrangement. w 0 B) Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. 5 C) Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. I w 8.09 Wood Grounds, Nailers, Blocking and Sleepers 1- p A) Install wood grounds, nailers, blocking and sleepers where shown and where w required for screeding or attachment of other work. w . B) Attach to substrates as required to support applied loading. Countersink 0 co bolts and nuts flush with surfaces, unless otherwise indicated. Build into o masonry during installation of masonry work. Where possible, anchor to form w uj work before concrete placement. 0 8.10 Wood Framing, General w Z A) Framing standard: comply with N.F.P.A. "Manual for Wood Frame U _. Construction ", unless otherwise indicated. p I- Do not splice structural members between supports. z • . -p c r .s" *Oho R s fist "r'?i;q, ustm- 13 iid : - ;y... _ ..awn. ewerax.. r.:.;., o1:vi.ii:;.,.._ '•:oks:.A:.,..:ri6 NSSawwxmn ..ryzma,c,.».......,........ ... _. .. ..r.«aca, .:x�:':.:Y:.,e+7 : w,wes;flvlh.x.dVrC ^.7!rd;si!S? ;L''Kti{f" -Y:?; ``+'.'f`ri.?fK4 j'!{ %{ .F�s", i1,(`!�{�,.�.L",`� 4• DIVISION 9: DRYWALL -~ 9.01 Protection Contractor shall protect finished work installed by other trades prior to work under this section. Provide closures for exterior openings where required. Room temperature during installation of wallboard shall not be less than 50 degrees Fahrenheit with adequate ventilation maintained to eliminate excessive moisture until joint compound is completely dry. Protect wallboard from wetting and replace materials so damaged. z 9.02 Materials A) Gypsum wallboard: for all 1 -hour rated partitions and ceilings use fire -rated re w 5/8" type 'X' — to conform to specification ASTM C -36 and (if indicated) non- D - rated '/2" or'/" for all other partitions, soffits, and building perimeter. (with o long edges tapered.) o • B) Fastenings: drywall screws 1 -1/4 ", type 'W'. w i C) Accessories: galvanized steel, sized to fit wallboard thickness, standard comer bead, expansion joint, etc., designed for finishing with joint treatment N "- compound. w D) Joint treatment system: perforated tape, joint compound and topping Q compound by the same manufacturer as the wallboard. E) Steel studs: conform to specification ASTM C -645 — use 25 gauge for co d standard framing height up to 12' -6 ", 22 gauge up to 21' -9" (including all ~ _ suspended soffits and ceilings) and 16 gauge for load bearing conditions, z except where noted otherwise on drawings. z o F) Runner channels: .022" zinc coated cold rolled, 'z' type, steel furring UJ ui channels 2" deep. 0 G) Metal studs and drywall installation to conform to 'UNIMAST' master 0 co specifications and metal installation instructions — stud spacing not to exceed 16 "O.C. = • u-- 9.03 Gypsum Board Application Methods Z A) On partitions /walls apply gypsum panels single - layer applications: Install v cn gypsum wallboard panels as follows: i - • . Horizontally (perpendicular to framing), Unless parallel application is required for fire - resistive -rated assemblies. Use maximum- length panels to minimize end joints. B) Single -layer fastenings methods: Apply gypsum panels to supports as follows: Fasten with screws. 9.04 Installing trim accessories A) General: for trim accessories with back flanges, fasten to framing with the same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to accessory manufactures directions for type, length, and spacing of fasteners. • B) Install corner beads at external corners. • C) Install edge trim where edge of gypsum panels would otherwise be exposed or semi- exposed. Provide edge trim type with face flange formed to receive joint compound except where other types are indicated. Y , � r s . „,• 9.05 Cleaning and Protection Promptly remove any residual joint compound from adjacent surfaces. = A sly G}• Provide final protection and maintain conditions, in a manner suitable to installer, that ensures gypsum board assemblies remain without damage or deterioration at time of substantial completion. 14 t ., .wa�+rnwdr „:x++ ',ckr r,.iq„r•ac...., r ...... ,., . r, , ....y. .. , v.. z..: e rxe�,x.yy; <`?i`t »:a,'S� rt!.rv. - - s L. ✓ISION 10: BUILDING INSUL ION 10.01 General This section included the following: 1) Foundation wall insulation (supporting backfill). 2) Building insulation in batt form. 3) Roof insulation. 4) Foamed insulation in concrete masonry units. 10.02 Products a Manufacturers available: Subject to compliance with requirements, z manufacturers offering insulation products that may be incorporated in the work re 2 include, but are not limited to the following: 6 1) Extruded polystyrene board insulation: U O • a) Amoco Foam Products Company co w b) Dow: The Dow Chemical Company LLI 2) Manufacturers of glass fiber insulation: cn u. a) Certainteed Corporation b) Manville: Building Insulation's Division , Manville Sales Corporation 1a c) Owens /Coming Fiberglass Corporation u _ a 3) Manufacturers of roof insulation: ! a a) Firestone b) Carlisle z 4) Manufacturers of foamed -in place insulation in concrete block: z o a) Tailored Chemical Products w w b) Thermco o ow 10.03 Insulating Materials o �- A) Extruded polystyrene board insulation: Rigid, cellular polystyrene thermal = w insulation with closed -cells and integral high density skin to comply with � — ASTM C 578. u' O 1) Type IV, 1.6 PCF minimum density, unless otherwise indicated. ii 2) Surface burning characteristics: Maximum flame spread and smoke -- developed values as required by applicable codes. z B) Faced mineral fiber blanket/batt insulation: To comply with ASTM C 665 for Type III, Class A (blankets with reflective vapor - retarder membrane facing with flame spread of 25 or less) foil- scrim -kraft or foil- scrim - polyethylene vapor- retarder membrane on one face, and as follows: 1) Surface burning characteristics: Maximum flame spread and smoke developed values as required by applicable codes. 2) Flanged units: Provide blankets/batts fabricated with facing incorporating 4- inch -wide flanges along their edges for attachment to framing members. C) Foam insulation in concrete masonry units: "core- fill -500" foam insulation manufactured by Tailored Chemical Products, Inc. or approved equal. 1) Total R -value of the exterior walls including the masonry shall be R -9.8 for 10" wythe C.M.U. .....,, 2) Foam insulation shall be installed by an applicator trained and certified by Y PP Y f .4 the insulation manufacturer. M a D) Roof insulation: Materials to be polyisocyanurate roof insulation ..� manufactured by "Firestone" or "Carlisle". Thickness or roof insulation shall t. " be 3" unless noted otherwise on the drawings. Conditioned R -value shall not be less than R -20. g ,:„ 1 n i► latta ass amea Alvertvenk r ' Fp+} fyrm41 CCGW .k6 Yi:iv"0,`A%"..m..0,"vn.b."P 4 4 : , R'1tf£;H -...w:.r... r , > a.w..,w..�rx..1 ow .o. ,-a n.., U.. s..., ne..r i..,.,a,. r . .,. ,i•r,rr. *se_.n;t r 2.•• r.,4.viQ.,•ti.+ty,a+rex..tr, wh Nit ' - i , - - . z, - - t DIVISION 10: BUILDING INSULATION (cont.) 10.04 Examination Examine substrates and conditions with installer present, for compliance with Z requirements. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. w 10.05 Installation, general -J o A Comply with insulation manufacturer's instructions applicable to products and rn ° application indicated. Consult manufacturer's technical representative for w w specific recommendations before proceeding with installation of insulation. -i B) Apply a single layer of insulation of required thickness, unless otherwise �- shown or required to make up total thickness. • 10.06 Installation of general building insulation U A) Set vapor retarder faced units with vapor retarder to warm side of = d construction, except as otherwise indicated. Do not obstruct ventilation I _ spaces, except for firestopping. B) Stuff glass fiber loose fill insulation into miscellaneous voids and cavity z o spaces where shown. Compact to approximately 40 percent of normal LLI u maximum volume (to a density of approximately 2.5 PCF). ° C) Roof insulation and tapered insulation shall be installed with mechanical p fasteners as per insulation manufacture's specifications and as approved by membrane roofing manufacturer. Do not apply any more roof insulation in i 0 any one day as can be covered by completed roofing membrane in the same day. Dents and holes in insulation will not be tolerated. -u= D) Foam insulation shall be installed in the cores of all exterior masonry walls a from grade line to roof line. Install insulation in cores as work progresses at o . - 1 0' -0" intervals maximum. Fill cores below masonry opening before the top course of block is closed, do not fill masonry units used as bond beams. E) Perimeter insulation shall be installed around the perimeter of all exterior walls as noted and detailed on the drawings. 10.07 Protection General: Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other cause Provide temporary covering enclosures where insulation will be subject to abuse and cannot be concealed and protected by permanent construction • immediately after installation. . • f' tri. ota en , : : % 16 ) r' 424 qpx 1 - {r- S DIVISION 11: EXTEkIOR INSULATION AND FINISH SYSTEM 11.01 General A) This section includes installation over masonry (C.M.U.) and exterior grade plywood B) Provide samples for verification, in the form of 2 square panels. C) System to be installed by manufacturer specifications. D) See pages 41 & 42 of specs and drawings for colors and textures. z 11.02 Materials A) All material listed to be "DRY -VIT" "SENERGY" "FUL -O- MITE" "STO" or • , z `PAREX' insulating system. re B) Use Dry-Vit or equal one -step adhesive to bond system to exterior grade gypsum v sheathing. U O . C) Dry-Vit or equal primer base /adhesive - to bond to substrate and as the base coat co 0 over the insulation board for mesh to be embedded into. u) LLI D) Insulation board - expanded polystyrene (EPS) to comply with ASTM E 84 or UL 723. _1 I_ See working drawings for number of layers of thickness. "- w E) Dry-Vit or equal standard reinforcing fabric -117 - glass fiber mesh. 2 . F) Dry-Vit or equal detail fabric -117 - glass fiber mesh. 5 • G) Dry-Vit or equal medium reinforcing fabric -120 -glass fiber mesh. H) Dry Vit or equal high impact fabric -125 - heavy glass fiber mesh. d I) Dry-Vit or equal acrylic finished - integral color. = w J) Mechanical fasteners and plastic washers: Windlock fasteners for exterior insulation z = finish system, self - tapping screws with a 1 -3/4" diameter plastic washer. 1-• O K) Cement: Type I, I -II, or II Portland Cement meeting ASTM C150. w 1- L) Water: Shall be clean, clean and potable. g n M) Sealant system: Tremco "dymeric" with primer #1, Pecora "Dynatrol II" with Primer P v 0 75, or Sikaflex 2C NC. All systems must use close cell backer rods where applicable. O N) Dry -vit or equal "BACKSTOP" Waterproof membrane/air barrier. 0 H ww 11.03 Inspection H Prior to application of the E.I.F.S. System by Dry-Vit or equal, the substrate shall be L 0 examined by the manufacturer's representative to ensure compliance with the contract ui z documents and the system's products U s I pecifications. p I— z 11.04 Installation A) Approved "Dry-Vit" "Senergy" "Ful -o- mite" "STO" or `Parex" insulation board: 1) Approved Dry-Vit ,or equal ,insulation board shall be applied with its joints offset, d with respect to substrate joints, using a running bond pattern. 2) Joints shall be staggered and interlocked at all corners. . 3) All exposed edges of EPS to be wrapped with primer base /adhesive and reinforcing fabric minimum of 2" onto back of EPS at all terminations, expansion joints, and penetrations through the system. B) Primer base /adhesive mixture: 1) Method for sheathing substrates primarily. See manufacturer's specifications. 2) For block, cementitious, and metal lath substrates. See manufacture's specifications. 3) Adhesive and mechanical method: Apply Dry-Vit, or equal, adhesive on the ` '. , i back of the EPS board, followed by wind -lock self tapping screws with a plastic ' " '' 4 ' washer on the front of EPS board. Length of screws will be determined by the i . thickness of the EPS board, two screws per board. Washers will be 1/16" into ' i ` r Y,,1 the EPS board. Screw through the EPS into the structural substrate. „ � g 4) Full mechanical method: Approved Dry-Vit, or equal, insulation board shall be •.; r '�I' d to wall framing (steel or wood) or masonry walls with wind -lock `' °`'' secured .' mechanical fasteners system, 8 per 2 x 4 board - see plans for spacing x ‘'' '` {9 $} �w����I►i1ii 17 .!rll i "' okii Citt. " wG'TLtlns] . n „ p' Ms..' A' F' 24% WtMT Y1N2hCi1MSMdxr4r4 •:.•. +cr,4vr,•F.. ry1•Hn::YSYf �'eii rrNF >M'2rry rz`.nrn aw ..r . ... .. u .. . � .. r. ur .. .. . .. . ....... ...... ..r, . .. .. .. . , _.......... ... �sn�wrrrpriykr .._......... DIVISION 11: EXTERIOR INSULATION AND FINISH SYSTEM (cont.) 5) Take prepared approved Dry-Vit or equal insulation board and mound on substrate. Tamp insulation board using even pressure to produce uniform contact and bond with substrate. Eliminate planar irregularities by using straight edge to align alleges of adjacent insulation board. Z 6) Sand high areas, if any, to produce level surface. 7) Let dry 24 hours (when only adhesive method is used). w re C) Base coat 1) General: Inspect surface of approved Dry-Vit, or equal, insulation board _t o for flatness, damage and deterioration due to weathering, and repair prior ❑ cn to application of primer base /adhesive. cn 2) Coat all exposed edges of insulation board, including those forming sealant joints within the system or between the system and other work by LL wo encapsulating with primer base /adhesive and reinforcing fabric. 2 3) Standard fabric coat: Apply 1/16" (1.6MM) thick coat of primer base /adhesive mixture to entire surface of installed approved Dry-Vit, or equal, insulation board. Immediately embed Dry-Vit, or equal, N a reinforcing fabric into wet primer base /adhesive and smooth surface so F- a'-'1 that the fabric color is not visible but a slight telegraphing of the fabric ? pattern is visible. Lap fabric edges 2 %" (64 mm) minimum on all sides. z o Allow to dry 24 hours. w w 4) Medium impact fabric coat: Apply 1/16: (1.6mm) thick coat of primer o base /adhesive mixture to entire surface of installed approved Dry-Vit, or o N equal, insulation board. Immediately embed Dry-Vit, or equal, medium ❑ E- impact fabric in the wet primer base /adhesive mixture and smooth surface = 0 until fabric is not visible. Medium fabric can be abutted at joins for a L � multiple layered application or lapped at joint 2 '/" for a single layer _ z application. When used in a multiple layer application, wait 24 hours between layers. Apply one layer of standard fabric as in paragraph #3 i over medium impact fabric coat. 5) High - impact fabric coat: Apply 3/32" (2.4mm) thick coat of primer base /adhesive mixture to entire surface of approved Dry-Vit, or equal, insulation board immediately embed Dry-Vit, or equal, high- impact fabric into wet primer base /adhesive mixture and smooth surface until fabric is not visible. Adjacent high - impact fabric pieces shall be abutted. Allow to dry 24 hours. Apply one layer of standard high impact fabric as in paragraph #3 above. D) Dry-Vit, or equal, acrylic finish: Apply Dry-Vit, or equal, finish in color and texture as approved by architect using a clean, stainless steel trowel with sufficient manpower and equipment to ensure a continuous operation without cold joints, scaffolding lines, etc. Texture finish to match approved jobsite • samples. Thickness and coverage will vary depending on the specified final appearance. E) Apply Dry-Vit, or equal, "BACKSTOP" waterproof membrane behind E.F.I.S.. Board, per manufacturer's specs. 11.05 Cleaning and protection !� � � ry The applicator shall promptly remove all temporary coverings and protections of adjacent work areas and will clean these areas of all foreign materials resulting from their work. 18 ',, itii_vS �+ `y.'t wn't+y5cY4dC ..-,. x,a' +uwCN` acv. YWF:' Txf77a'cnTNln::atJdr :vAYa`!P. r� :.Y.HJ7.lh «r;'uPt..t,+;f:•x'rt - :,n..,.... . r, , .. .. .. .. r er+t ' no ..,..,. .,. ,. .e•,.. yn,a' we ?'fNn. .i:`F 1• DIVISION Z: SINGLE -PLY MEMBRANE w"OOFING 12.01 Summary A) This section includes single -ply fully adhered membrane roofing systems. Ethylene propylene diene monomer (EPDM). B) General contractor to provide shop drawings showing details at perimeter and special conditions. 12.02 Quality Assurance A) Manufacturer: Obtain primary single -ply fully adhered membrane roofing from a single manufacturer. Provide secondary materials as recommended by manufacturer of primary materials. B) Work associated with single -ply membrane roofing, including (but not limited ce w to) insulation, flashing, and membrane sheet joint sealers is to be performed 6 3 by installer of this work. o o C) All roof penetrations shall be flashed by roofing contractor. All mechanical cn a trades shall contract with roofing contractor for this work. w 12.03 Warranty w O A) Manufacturer's warranty: Submit executed copy of single -ply membrane manufacture's "limited service warranty" agreement including flashing g endorsement, signed by an authorized representative of manufacturer provide form that was published with product literature as of date of contract F W documents. z = B) Warranty period: 10 years from date of substantial completion o C) The warranty shall not deprive the owner of other rights the owner may have w ~ under other provisions of the contract documents and will be in addition to ? o and run concurrent with other warranties made by the contractor under o requirements of the contract documents. o w 12.04 EPDM Membrane 0 A) General: Ethylene propylene diene monomers formed into uniform, flexible LL sheets, complying with ASTM D 4637, Type I: w z 1) Thickness: 60 Mils, nominal o 0 B) Fully adhered EPDM. Manufacturer's standard installation. Manufacturers z subject to compliance with requirements, provide products of one of the following. 1) Firestone rubber guard EPDM ISO 95+ over an accepted vapor retarder 2) Carlisle sure seal adhered roof system w/ polyisocyanuarate HP Insulation 3) Genflex EPDM fully adhered system w/ polyisocyanurate insulation. 12.05 Auxiliary Materials A) Sheet seaming system: Manufacturer's standard materials for sealing lapped joints, including edge sealer to cover exposed spliced edges as recommended by membrane manufacturers. B) Cant strips, tapered edge strips, and flashing accessories: Types recommended by membrane manufacturer, including adhesive tapes, flashing cements and sealant. 0 C) Flashing material: Manufacturers standard system compatible with single - ply ' ;;; :Ala membrane.' '` `:; D) Slip sheet: Type recommended by membrane manufacturer for protecting membrane from incompatible substrates. ;} t 414 • 19 fA:. h it!� xh`:A, �SCt•1 i • 1k }C ;�, r ..... r t C6 -. N' .. : v - riry.:«hdti4a£k`x. AYC #. ^f Rb ! �i i ?SSr R sn ».m.a.wwH.v ■, .... 1 DIVISION SINGLE PLY MEMBRANE ''OOFING (cont.) E) Mechanical fasteners: Metal or plastic plates, caps battens, accessory components, and fastening devices to suit substrate and as recommended by membrane manufacturer. F) Membrane adhesive: As recommended by membrane manufacturer for particular substrate and project conditions, formulated to with stand minimum 60 -PSF uplift force. Provide adhesives that comply with local requirements limiting amounts of volatile organic compounds. G) Walkway protection: Install prefabricated textured rubber mats as shown on z roofing plan. Mats to be by "Carlisle" or "Firestone" and be a minimum of .06" thick and 25" square. Adhere to roof per manufacturer's recommendations. w 12.06 Insulating Materials isoc anurate board roof insulation: Rigid, cellular, thermal insulation with co a Pol Y Y g c w polyisocyanurate closed -cell foam core and manufacturer's standard facing w = laminated to both sides, complying with FS HH- 1972/2, Class 1, "Hy- Therm" AP by I- celotex. Insulation thickness shall be minimum required by manufacturer for use over w 0 unconditioned spaces. 2 • 12.07 Execution u A) Preparing substrate general: comply with manufacturer's instruction to = prepare substrate to receive single -ply membrane system. Z a B) Installing insulation general: Extend insulation full thickness in two layers, or F- 0 in multiples layers (if necessary to obtain required thickness) over entire z f- surface to be insulated, cutting and fitting tightly around obstruction. Form g ui cant strips, crickets, saddles and tapered areas with additional material as 0 shown and as required for proper drainage of membrane around rooftop 0 0 mechanical units and etc. w 1) Stagger joints in both directions between courses with no gaps to form a complete thermal envelope. w 2) Provide tapered units to suit drainage pattern indicated. z C) Do not install more insulation in a day than can be covered with membrane 0 before end of day or before start of inclement weather. D) Secure roof insulation to substrate with mechanical anchors of type and z spacing indicated per manufactures recommendation and spacing. 12.08 Installing membrane A) Fully adhere the EPDM membrane to the acceptable substrate with 90 -8 -30A bonding adhesive at the rate specified on the container label. B) Overlap adjacent from membrane sheets a minimum of 3" and clean the splice area with splice cleaner. Apply splicing cement at the rate of approximately 150 linear feet per gallon. Just prior to closing the splice, apply a bead of in -seam sealant no less than 1/8" and no more than'/" in diameter a minimum of /z" from the inside edge of the bottom membrane sheet and a minimum of 2" from the lead edge. After adjoining membrane sheets have been spliced together, wait a minimum of 2 hours and clean the S exposed edge of the splice with splice cleaner and apply a 5/16" diameter 1.` '�r:3 p 9 P p ppY .n,. M1 i utr xv i •: bead of lap sealant. Feather the lap sealant to completely cover the splice edge. , ,q,:„ ' i 1 !y' h • � Y'Ji _ ^177"fAAh i L H -0...,51'.,4 +w .'It '11'itsi4lr .. ".(d•` . _ _ - te r- , - - .f DIVISION 13: FLASHING AND SHEET METAL 13.01 General This section included all flashing, counter flashing, trim and miscellaneous sheet metal. 13.02 Sheet Metal Flashing and Trim Materials A) Sheet aluminum: ASTM B 209, alloy 3003, temper H14, AA- C22A41 clear a anodized finial: 0.032 -inch thick (20 gage) except as otherwise indicated. r z B) Fascia /gravel stop: Material - .032" thick, smooth, manufacturer to be: Alcoa et j or equal and color to be as specified. j o 0o • co 0 13.03 Fabricated Units u A ) Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. For 1_ metal other than aluminum, tin edges to be seamed, form seams, and solder co LL form aluminum seams with epoxy seam sealer rivet joints for additional W o strength where required. g • B) Expansion provisions: Where lapped or bayonet -type expansion provision in • u. j work cannot be used or would not be sufficiently water /.weatherproof, form N a expansion joints or intermeshing hooked flanges, not less than 1 inch deep, H w filled with mastic sealant (concealed within joints). z 1 C) Sealant joints: Where movable, non - expansion type joints are indicated or z o requi for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards. m o t D) Elastic flashing filler: Closed- cellpolyethylene or other soft closed -cell o 1 material recommended by elastic flashing manufacturer as filler under or-- flashing loops to ensure movement with minimum stress on flashing sheet. _ 0 1- 13.04 Installation Requirements �' z General: Except as otherwise indicated, comply with manufacture's installation 0 instruction and recommendations and with SMACNA "Architectural sheet metal p, I manual ". 0 z 13.05 Cleaning and Protection A) Clean exposed metal surfaces, removing substances that might cause + corrosion of metal or deterioration of finishes. ‘ B) Protection: Advise contractor of required procedures for surveillance and V protection of flashings and sheet metal work during construction to ensure . that work will be without damage or deterioration other than natural weathering at time of substantial completion. '. ,,+ � wa 1 i 1;_ �t'ki ..: i,j;f F.t l , � ;i'�. • ' 7 "4.+ ' '.'', •. .b1 g oi I ; l ' 1. ............ .............. ....,....•,. • »k: W . . � yc a ri% TV v;ij' t'm";.a,..'".m «emtt: r.«paJrx�s'it_ w; dfs; i..x+..u++m:.:......ee .... - ' •........"..moult -..l.i ■. .� :: �i.}en. �:........ - t • DIVISION 14: ROOF ACCESSORIES 14.01 Submittals A) General: submit the following according to conditions of contract and Division 1 specifications. section. Z B) Product data for each type of product specified. 1 C) Shop drawings showing fabrication and installation of each roof accessory. 1 w 14.02 Manufacturers Available manufacturers: Subject to compliance with requirements, w o manufacturers offering products that may be incorporated in the work include, but cn are not limited to , the following roof hatches: w LL 1) Babcock - Davis, Hatchways, Inc., or approved equal. wo 2) Bilco Co. or approved equal g - • 3) Milcor, Inc. or approved equal. u. ` 14.03 Finishes _ General: comply with NAAMM "Metal Finishes Manual" for recommendations on ? t — applying and designating finishes. z o w w 14.04 Installation o A) General: Comply with manufacturer's instructions and recommendations. p N ' Except as otherwise indicated, install roof accessory items according to o . s _ construction details of NRCA "Roofing and Waterproofing Manual" • • i cwi B) Flange seals: Unless otherwise indicated, set flanges of accessory units in a o thick bed of roofing cement to form a seal. . Z u) 14.05 Cleaning and Protection i c.) — . O ~ Clean exposed metal and plastic surfaces according to manufacturers instruction. Touch up damaged metal coatings. S C;:,‘ - ti ; • fo. kit 22 a w. s- .::y•- S .. :,., rr.y;, ` Y' +r°P .�.i. 95 ; Y . X .. . ... .. ... nY weuwr.. t...v AYMY.Y X11 N :r75ttTNf ,. ... . :. ;... ..., ... :RYYL}irlf - xS .:$%lY"rl�!'•'2'p 'I.T T b Maw NYw•a.a.aw.n.....M...y -.w ., ., _ ,. . ,.,. :> 1 DIVISION 15: JOINT SEALANT 15.01 General This section included joint sealant for the following locations: 1) Exterior joints in vertical surfaces and non traffic horizontal surfaces. 2) Exterior joints in horizontal traffic surfaces. 3) Interior joints in vertical surfaces and horizontal non traffic surfaces. 4) Interior joints in horizontal traffic surfaces. z _I 15.02 Submittals Ce 2 A) Submit product data from manufactures for each joint sealant product required. Certification by joint sealant manufacturer that sealant plus the i; p • primers and cleaners required for sealant insulation comply with local cn o regulations controlling use of volatile organic compounds (if any regulations w x exist). B) Certificates from manufacturer's of joint sealant attesting that their products w 0 0 are suitable for the use indicated. 2 15.03 Materials, General • A) One -part nonacid -curing silicone sealant: For around perimeter of window = w products. z B) Multi -part nonsag urethane sealant for use on vertical masonry joints: O 1) "Chem -calk 500 ": Bostik Construction Products Divisions z 2) "Vulkem 227 ": Mameco International, Inc. 2 w .. ! 3) "Vulkem 922 ": Mameco Intematinal, Inc. o { 4) "Dual Thane ": W.R. Meadows o 5) "Dynatrol II ": Pecora w w C) Mult -part nonsag urethane sealant for use on interior and exterior cast -in- place concrete slabs and sidewalks: o Products: z 1) "Chem -Calk 500 ": Bostik Construction Products Division v 2) " Vulkem 227 ": Mameco International, Inc. o / 3) "Dynatred ": Pecora Corp. z 4) "PRC 280 ": Products research and Chemical Corp. D) Latex joint sealants (for general purpose caulking) 1) Acrylic- Emulsion sealant: a) "Chem -calk 600 ": Bostik Construction Products Division b) "AC -20 ", Pecora Corporation E) Miscellaneous Joint Sealants at the Floors and Walls: Products: 1) 786: Dow Coming Corporation 2) Sanitary 1700: G E Silicones F) Fire - Resistant Joint Sealers: 1) Foamed -in -place fire - stopping sealant: a) "Dow Corning fire stop foam ": Dow Coming Corporation b) "Pensil 851": General Electric Company y M t i I,, - ' N 2) One -part fire - stopping sealant a) "Dow Coming fire stop sealant ": Dow Corning Corporation :r;. b) "3M fire barrier caulk CP -25 ": Electrical Products Division / 3M sb= i. ( ` �; ,k:1 4 K#+ * c t# t�,El.. la* ;. 23 7;_" . 'r .. wwre.-.•.r:%«wsxa + swi rQ:nr ...,r. • . -•,•4 »....- ,...a....,. ... ., ... .,. t. ;Fti. a. .• .. .. ,!%*t41sF.. •} �.` k!+ trl. Y"dfrSl4s........re^I:Y••..wn„ .. t".t. ,, ,...••,. <,... .rr.,.e ., .:•:. , X'tl:+ Mi:3 �'.5 ?: :i`r,'1 t�4ff•i+trrFaa • ._. DIVISION 15: JOINT SEALANT (cont.) 15.04 Joint Sealant Backing: A) Plastic form joint fillers: 1) Open -cell polyurethane foam for cold - applied sealants only. 2) Closed -cell polyethylene foam. B) Elastomeric tubing joint fillers: Neoprene, Butyl, EPDM, or silicone tubing . complying with ASTM D 1056. C) Bond - breaker tape: Polyethylene tape of other plastic tape as recommended by sealant manufacturer w r4 2 • 15.05 Preparation: Surface cleaning of joints: Clean out joints immediately before installing joint o o sealers to comply with recommendations of joint sealer manufacturer. w w J �. 15.06 Installation of Joint Sealers co u General: Comply with joint sealer manufacturers printed installation instructions w o applicable to products and applications indicated, except where more stringent g requirements apply. L = 15.07 Cleaning: , _ Clean off excess sealants or sealant smears adjacent to joints as work ? E- progresses by methods and with cleaning materials approved by manufactures of z O joint sealers and of products in which joints occur. w w • 15.08 Color: o w A) In situations where similar colored brick meet at a joint, sealant is to match o the brick. w w B) Where E.I.F.S. meets field brick, the sealant is to match the E.I.F.S. r C) Where E.I.F.S. meets watertable brick or where field brick meets watertable — z brick, the sealant is to match the watertable brick. w o D) Where field brick or watertable brick meets window frames, the sealant is to match the window frames. o 4 #. 'tr v.,n ,F , � � It k 11111111.? I 3. n�; , '. 24 . k AttihA '; .: is •,..• ... ,. c yia,.t 9e reo -0'st,•u'.w.6 l U:hc +r7rf+v.u.+u.n..,. _....c ... .._ .. \ DIVISION 16: DOOR HARDWARE 16.01 General Provide hardware for all doors as indicated below: Transitions in floor materials may require under cutting or doors ---see floor plan. Handles, pulls , latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping or tight pinching and twisting of the wrists to operate. ALL DOOR HARDWARE, UNLESS NOTED OTHERWISE, (I.E. HINGES, LOCKSETS, Q KICKPLATES, ETC...) MUST BE OF # 606 BRASS BASE MATERIAL WITH A # US-4 SATIN • BRASS FINISH. .f- w 16.02 Bumpers 6 v Provide and install wall or floor bumpers for each door. c0 0 Wall bumper: "Glynn Johnson" GJWB5OXT. Floor bumper: "Glynn Johnson" GJFB14 of FB15. W 16.03 Hardware Groups • All locksets to be "Best" 9 -K system, 7 pin cores, see individual door categories for need of lever action w 0 lock. A) Storefront entry doors (door mark 1 and 2) • Lockset: "Best" Mortise cylinder 1E74 with thumb turn knob on interior side. "- Push /Pull (exterior sets): (6) 1 -1/2" diameter satin brass finish cross bars each door = a Push /Pull (interior sets): (6) 1 -1/2" diameter satin brass finish cross bars each door. E- w Door closer: single acting manual concealed overhead closer. ? Thresholds: Provide threshold at door #1 to be beveled at exterior and straight at z 0 interior to accept the edge of the ceramic tile. No threshold required at door #2. w w All other hardware by "YKK" or equal with standard dark bronze anodized aluminum finish. Mount sign on door or immediately adjacent to door at height of locking device stating: "This door 0 N to remain unlocked during business hours" o 1— B) Repair shop gate (door mark 3) supplied and installed by fixture contractor. w w C) Training room and janitor's closet doors (door mark 4) = U Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2" x 4 -1/2 ". 0 Lever "Best" 9K system lever action lock 93K- O- N- 15 -D -S3 -606 with passage set. - Z Closer: For Training Room only "LCN" super stock 1460 series /non- handed, cush. (adjust to w maximum 5 pounds) Kick plate: 10" x 36" x 1/8" thick brass. 0 D) Toilet room doors (door mark 5) Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2 x 4 -1/2 ". Push / Pulls: Push /pull plates to be minimum 4" W x 15" H x 1/8" Th. Solid polished brass finish with 6 matching screws. Mount at 42" A.F.F. to center. Closer: "LCN" super stock 1460 series/non- handed, cush. (adjust to maximum 5 pounds) Kick plate: 10" x 36" x 1/8" thick brass. Identification plaque: signs to read "Mens" and "Womens ". Signage shall comply with A.D.A. requirements and local code. E) Storage door (door mark 6) Hinge: 1 -1/2" pair "Stanley" butts FBB179 4-1/2" x 4 -1/2 ". Lever: "Best" 9K system lever action lock 93K- O- N- 15 -D -S3 -606 with passage set. F) Diamond room door (door mark 7) Hinges: Satin brass finish patches with closer concealed in floor. -: Push /Pull: IT vertical pull with satin brass finish (both sides of 1 /2" glass door). 411 mac, Door to swing 90° in both directions with hidden hold open devise. « " ... Glass hold clips, 135 ° angle, satin brass finish, to be installed at side panel / angled panel butt joint. G) Gas tank storage room door (door mark 8) `Y' 17 N Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2" x 4 -1/2 ". �►� Lever: "best' 9K system lever action lock 93K- O- N- 15 -D -S3 -606 with passage set. Closer "LCN" super stock 1460 series /non- handed, cush. (adjust to maximum 5 pounds) `' ;,' ':: a - aft .„ 25 :�y #(, P 4 �trtt in.:ti 'v ..}isf 9•F ::. +:,t1, _ .. k.,:.7+: 'nw. 'z %:.; - 4r.4t.Hnfccve 5:'r �;rh. ..'a?, } +"F G + - ,lw. A P�+..l. , .t ' 7:r. , ti . tt .. r r.. ...... ... - - ............ ... . ....... . , ... ....... .....- ....._ • , - -- , i • . -^� DIVISION 16: DOOR HARDWARE (cont.) H) Egress corridor area doors: (door mark 9) Door from corridor to non -sales area to have a lever / lockset, 93K-7-R-1 5 -D-S3 -606, classroom function. (door mark 10) door from sales area to corridor to have a lever / lockset, a 93K ON- 15 -D -S3 -606 passage function. z (door mark 11) door from credit to corridor to have a lever / lockset, 93K- 7- R- 15 -D -S3- cc 606 classroom function. J Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2" x 4 -1/2 ". o o • Closer. "LCN" super stock 1460 series /non- handed, cush. c a n w (adjust to maximum 5 pounds). IJJ i Kick plate: 10" x 36" x 1/8" thick brass. S o I) Inventory control and manger doors (door mark 12 and 13) w Both doors to have lever / lockset, classroom function. 2 Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2" x 4 -1/2 ". a Lever lockset: "best" 9K system lever action lock 93K- 7- R- 15 -D -S3 -606. = 3 Kick plate: 10" x 36" x 1/8" thick brass. 1-- _ Closer: For inventory control only "LCN" super stock 1460 series /non- handed, cush. z F. (adjust to maximum 5 pounds). z o J) Rear service /emergency exit door (door mark 14) uj Hinges: 1 -1/2" pair "Stanley" butts FBB179 4 -1/2" x 4 -1/2 ". m a With secure panic hardware; "ARM- A -DOR" (800 - 847 -6750) model #A101 -002 with auto o N re -lock and alarm, finish to be US28. (Must receive "best" 7 — pin core) W F- - Closer "LCN" super stock 1460 series /non- handed, cush. (adjust to maximum 5 pounds) x I Threshold: "Pemko" aluminum threshold #205AV x 1/42 OMSES. o Weatherstripping: " Pemko" #388W20 white. .. z Full height latch guard on door o N K) Exterior access door for entrance grille's chains: Fire rated, uninsulated access door by o I . .. • "Cendrex". Model #PFN, 12 "x12" with mortise preparation for cylinder lock. Lock to be z "Best" cylinder #1 E74 with C208 cam for 7 -pin "Best' core. Contact Metropolitan Door at 516- 294 -1801. THERE MAY BE NO SUBSTITUTIONS FOR THE BEST COMPONENTS. ALL LOCKSETS MUST BE BEST 9 -K SYSTEMS AND ARE TO RECEIVE OWNERS SUPPLIED 7 -PIN CORES. DURING THE COURSE OF THE PROJECT, THE CONTRACTOR MAY SUPPLY THEIR OWN CONSTRUCTION CORES THAT WILL BE CHANGED OUT AT COMPLETION. . NOTE: ALL DOOR HARDWARE IN FIRE RATED WALLS MUST HAVE HARDWARE MADE OF #633 METAL BASE MATERIAL WITH US-4 SATIN BRASS FINISH.' NOTE: ALL SECURITY ROLL -DOWN SHUTTERS AT WINDOWS AND OVERHEAD GRILLE AT r �� ENTRANCE SHALL BE BY THE COMPANY. SEE SCHEDULE ON SHEET #A20 OF ''i•' y afv q . - +. DRAWINGS. ` = al , ' 7 ,.,,,,,,,,,a,:, ,,„,,:,:!;,,,„,,,,,, ,,e,:,:„,,,,„::, . . 26 t 1,r « IILSoNI • .e rr.• un...N„. . ........ . . .,, ... ... .<u..tw0<durat5z.'vyulalrac xAnr : aw...:.... . DIVISION 17: GLAZING (all exposed edges to be highly polished) 17.01 General General contractor (or fixture contractor as noted on drawings) to provide and install all glazing unless indicated otherwise. 17.02 Quality Assurance Comply with published recommendations of glass product manufacturers and organizations below: z 1) FGMA publications • H z 2) Safety glass to comply with ANSI 297.1 and testing requirements of 16 CFR Par in re 1201 for category fl materials. j _J U i 17.03 Materials c) o • A) All three sides of vestibule window glazing to be Ill" thick clear tempered glass. u) w Building's front and side window glazing and interior doors of vestibule with sidelights in _ and transom to be IA" thick clear extremely high impact 'riot' type glass by 'Guardian' co or 'Riotguard' glass or by 'Laminated Glass Corporation'. w 0 B) All exterior and vestibule architectural glazing set in "YKK" or equal. 2 aluminum framing system with standard dark bronze anodized finish. g i C) Sales and credit desks: % frosted safety laminate glass. All radi to be factory cut and "- all exposed edges to be highly polished, set in routed wood channels. = a D) Showcases: ' /:' clear safety laminate glass with highly polished exposed edges. Use t— _ clear silicone at joints. z i_ E) Repair shop glazing wall and partition: %" clear tempered glass set in "YKK" or equal z O aluminum framing system with 'duranar' coating #UC -593, Colonial White. w w _ F) Repair shop accent dividers: ' /4" clear safety laminate glass. All radi to be factory cut CI and all exposed edges to be highly polished, set in routed wood channels. 0 0 G) Diamond room door and partition: ' /z" clear tempered glass, sandblast top of glass and o area above door on the inside of room from 7' -0" up to 9' -0" A.F.F. (Use NO silicone w w for installation) H v , 4 DI\► .JION 18: ACOUSTICAL TILE FILINGS 18.01 General A) Space enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet work in space is completed and nominally dry, work above ceilings is complete, and ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. B) Provide extra box of ceiling tile to leave box of tile on accessible storage area above vault for future replacement purposes. _ w 18.02 Manufacturers re w Manufacturers: Subject to compliance with requirements, provide products by o one of the following: ° o 1) Non - fire - resistance -rated direct -hung double -web steel suspension systems: co w DX26, heavy duty as manufactured by U.S.G. or equal. a) Armstrong World Industries, Inc. co u. b) Chicago Metallic Corporation w 0 c) USG Interiors, Inc. 2) Edge moldings: � a) Armstrong World Industries, Inc. a b) Chicago Metallic Corporation . w c) USG Interiors, Inc. z 3) Non -fire- resistance rated ceiling tile: z o a) Armstrong World Industries, Inc. _ b) Chicago Metallic Corporation O c) USG Interiors, Inc. o cn O F- units and metal suspension systems, general g p y = w 18.03 Acoustical ceiling A) Standard for acoustical ceiling units: provide manufacturer's standard units of configuration indicated that comply with ASTM E 1264 classifications as z designated by reference to types, patterns, acoustical ratings, and light w N o reflectances, unless ortherwise indicated. _ •. - - - B) Standard for metal suspension systems: Provide manufacturers standard z concealed metal suspension systems of type, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. C) Color of the tile and suspension system shall be manufacturers standard white color tile and suspension system color shall match. material shall be as follows: 1) All ceiling tile (see reflected ceiling plan): "Armstrong" random fissured, non- directional, #704. 24" x 24" x 5/8" tegular lay -in tile. Suspension system to be roll formed 15/16" wide exposed grid - heavy duty. D) Wire for hangers and ties: ASTM A 651, Class I zinc coating, soft gage: provide wire sized so that stress at 3 times hanger design load (ASTM C 635, . Table I, direct -hung) will be less than yield stress of wire, but provide not less • than 0.106 -inch diameter (12-gage). E) Hanger rods: Mild steel, zinc coated, or protected with rust - inhibitive paint. • ten � 8 c� ,P g *OVIA rlir ,Yr' >. :'F„ ., ,i ... .r...+. rati•iv�li'.r .a. ? 40 ■ 1 " .1'it kt 3r R.' ;41iX ° ' ` 18r�;t 1 w . -.6: a...ti.dli.3S e,14 ^rs ..�r?ra: + w.r........ .. .. ' ' -- "N. 19.04 Future replacement co Contractor to supply one (1) extra box of each resilient floor tile specified for o future replacement, leave extra than tile on accessible storage area above vault. z \ ±fir. ,�,. a 7 f� � !M k .. .�'- ■ �cdYH„ -1 1 3 Lt } fir... `4 i. r w;u;;.,, 29 9. �,a ,,}r , ai . - - -- -. • .yrr •-∎^P iq, efo.wowsorve,e mm, v 4.. ■ui,==7=7 xnt�yt�t .41 wa ssitnnr! • DIVISION 20: CARPET 20.01 General All carpet is provided by tenant and installed by G.C. 20.02 Installation z A) Provide clean, smooth surface for proper installation. i z B Method shall be by gluing pad to floor with "Chapco #345 golden glue. z C) Provide latex along all cut edges of carpet to prevent unraveling. 6 0 D) Leave all major scrap pieces at jobsite. E) 6" hot seam tape must be used along carpet edges at cross seams to N o minimize the possibility of separating or unraveling. w = N u., 20.03 Transition Strips w o Where carpet abutts vinyl composition tile, G.C. to provide and install "mercer" cerco "t" strip #365 in track #970. Color as indicated on floor transition detail. • g N= = a Where carpet abuts ceramic tile, provide 'proedge' by National Metal Shapes, Z w strip #2274, finish 'M' satin gold. Wo w - U 0 - 0 I- 111 I ~ U- -' .. W f U= ~ O r- Z olOa 3rd r`� 1 if,�3 wilY.'I.l'1'Zt ' P l - 1 1 ' • w 30 ,' j ` K. . .. 1: .. r r :!' ? ,_e - _. .v.r.,..... ..... vr. ».. +.nn a..... n...,.. «.o ..r. .:+ NM '}.•tYN.!41N1WiI14li;YYA'll •ht4 \rrvn• . 1 r DIVISION 21: PAINT 21.01 General A) Painting contractor shall provide all labor and material unless indicated otherwise. B) If painting contractor considers any surface unsuitable for proper finish he shall notify general contractor and not apply any material until the situation is corrected. z 21.02 Materials A) Masonry block filler W as- 1) Latex block filler 2) Glidden: 5317 Ultri -Hide acrylic latex block filler . J o • 3) Moore: moorcraft block filler #45 0 • 4) Sherwin Williams: heavy -duty block filler B42W46. N w B) Primers E- 1) Latex-based interior white primer: For use on interior w p gypsum drywall w o o under a flat latex paint or an alkyd semi -gloss enamel. 2 a) Glidden: 5019 PVA primer S 5 b) Moore: Moores latex uick -d �- q ry prime seal #201. N c) Sherwin Williams: pro -mar 200 latex wall primer B28W200. w 2) Alkyd -type zinc chromate primer: for priming ferrous metal on the exterior under high -gloss alkyd enamels. z '— a) Glidden: 5205 Glid -guard tank and structural primer z o b) Sherwin Williams: Zinc chromate primer B50YI. 2 3) Galvanized metal primer: for interior and exterior zinc - coated 0 (galvanized) metal surfaces: o N a) Glidden: 5229 Glid -guard all- purpose metal prier 0 b) Moore: Ironclad galvanized metal latex primer #155. z 0 c) Sherwin Williams: Galvite B50W3. LL r`- 4) Latex based interior wallprimer: Over gypsum drywall to receive epoxy z finish: Sherwin Williams: Promar 200. (1) C) Undercoat Materials 1) Interior enamel undercoat: For use on the interior of filled concrete z masonry. a) Glidden: 4200 spred ultra semi -gloss enamel. b) Moore: Moores alkyd enamel underbody #217. c) Sherwin Williams: Pro -Mar 200 alkyd semi -gloss enamel B34W200. 2) Interior enamel undercoat: For use over wood and hardboard. a) Glidden: 310 Glidden wood undercoater b) Moore: Moores alkyd enamel underbody #217. c) Sherwin Williams: Pro -Mar 200 aklyd enamel undercoater B49W200 3) Interior enamel undercoat: For use on ferrous or zinc - coated metal. a) Glidden: 4200 spred ultra semi -gloss enamel. . b) Moore: Moores alkyd enamel underbody #217. c) Sherwin Williams: Pro -Mar 200 aklyd enamel undercoater B49W200 4) Interior second coat for gypsum drywall and concrete masonry to receive epoxy finish: Sherwin Williams: Tile clad. ; `. yy�,�t,,�r.�;�� D) Exterior Finish Paint Material , 41": Alkyd gloss enamel: For use over primed ferrous metal surfaces a) Glidden: 4500 Glid -guard industrial enamel b) Moore: lmpervo high -gloss enamel #133. c) Sherwin Williams: Industrial enamel B -54 series. ' fi -' 31 • b t ._ ... :r _• . r.. r s +. . .r.• w •, s••o;r +.' . ....... ......:..'. +.t'..:';T'1.a;.ay rn .Y,.ioiti;tsxirtii[: ? &t., . <!s jj '; "`4`S' „ ,.. ._ . ». .ra ''•4:'1'4 .t k •:YiY/$1!..i3RNY:S+L.'Mew +i•. .ntftsWxawu+ n..._.. . �'' DIVISION 21: PAINT (cont: - 2) Alkyd gloss enamel: For use over primed, zinc - coated (galvanized) metal surfaces and aluminum: a) Glidden: 4500 -line glid -guard industrial enamel. b) Moore: Impervo high -gloss enamel #133. c) Sherwin Williams: Metalatic II enamel B -53 series. 3) Painted exterior insulation a) Larcoloid #76 gold leaf, California Products Corporation (617) 547 -5300. b) Wilbur & Williams, tuff coat #1804 clear glass (2) coats California Products z Corporation (617) 547-5300. , F : E) Interior finish paint material I- w 1) Interior semi -gloss odorless alkyd enamel: For use over a primer and undercoat on concrete, masonry and drywall. J v a) Glidden: 4200 spred ultra semi -gloss enamel. co 0 b) Moore: Moores satin impervo enamel #235. co 0 c) Sherwin Williams: Classic 99 semi -gloss enamel A40 series. w = 2) E xterior alkyd gloss enamel for use over interior, wood and ferrous and zink- 1.— coated metal surfaces. w 0 a) Glidden: 4500 Glid -guard industrial enamel. 2 b) Moore: impervo high -gloss enamel #133. g5,- c) Sherwin Williams: Industrial enamel B -54 series. L- 3) Interior epoxy over a primer and undercoat on gypsum drywall or over a primer u) C� and undercoat over concrete block: Sherwin Williams: Tile clad II. F- _ ?r— F) Instructions to achieve paint version of "Pearlescence" by Laminart #2406 -G z 0 Gold Leaf Gloss apply 2 coats: w w 2 - Ralph Lauren "Moonlight" SA11 B Latex Matte v O Ralph Lauren "Ballroom Gold" D504A 0 co Burnt Umber Universal Tint (Proline Colorant) w H - Miniwax Polycrylic Protective Finish "Clear Gloss" I U Shurline Paint/Stain Pads and Applicator Foam -Pro Roller Cover for Smooth and Semi - Smooth Surfaces — Rollers, Paint Trays, Buckets, Mixing Sticks, Measuring Teaspoon, Brushes (if v co z co necessary) H z On a Latex Primed Service: 0 f- • Step 1) Apply one good coat of Ralph Lauren "Moonlight" in Latex matte finish using j Foam -Pro Roller. Step 2) Add 1 -3/4 teaspoons Burnt Umber Tint to each gallon of Ralph Lauren "Ballroom Gold" and mix well. . Step 3) Apply "Ballroom Gold" mixture with roller (or brush) to surface. t Step 4) Pat lightly as you go along with Shurline Paint/Stain pad to reveal a very small . percentage of the gray underneath. Do this patting on a wet newly painted surface and aim to unify the surface with what looks like tiny pinholes. The roller will make bubbles . and a brush will leave drag marks. The patting will eliminate these marks and create it's own texture not unlike the Laminart sample. Coverage is as follows: "Ballroom Gold" 1 Gallon will cover 400Sq. Ft. . "Moonlight" 1 gallon will cover 400 Sq. Ft. _ Latex Polycrylic 1 Gallon will cover 500 Sq. Ft. ' � `` - , k , Lia . 21.3 Apply in accordance with manufacturer's specifications. , ttl; .}; W' 1� 1 .+..t.,,xc�.�l Al _Y 32 , ""!' " 1. .w . 'fl F emie '�$FF}k'. Kr }x.`•Sf`*,,,,,,.. t„:.,, .. ,..., .._..,.„.. .......,. ,..,nr_r..»,. „,,,„„ me ,., ,,,,„ .... ,.r, x_ w , ,.. , . !.. :,4,,,..:»rv,ya,,y,.. p M ,, tt'7,i,,,o, n, w,, , DIVISION 22: WALLCOVERINGS 22.01 General Wallcoverings are supplied and installed by general contractor, except the wallcovering in the Children's Department, which will be supplied by the tenant and installed by the general contractor. Wallcoverings are selected by the tenant a and are listed in the decorating schedule for reference. These selections are z subject to revision due to current availability for decorating changes. re L 22.02 Installation o A) Inspect wall coverings for defects prior to installation. . w B) Surfaces to receive wall coverings shall be prepared and sized: Strictly follow w wall covering manufacturers installation specifications. Notify general -J 1 contractor of any surface not suitable for proper application and do not apply W o until situation is resolved. C) Supply adhesives and sizing. Use only types recommended by wall covering g a manufacturer. cn d z { Z= Z W 2o o N 111 u H . u O .z U N , F 1 0 z • 4 er • 1 )1: •Jc rEpia 33 •.. .,. '. _:: ,; �..;. ., c:., ..., .`,..: :;:.: ...,. ,,..,. .: ) .. .1 n,,.,ti�i,vi(. .ia.s,:: rrir':dw.':. 5 ?^'. idrru,ifYJ ».4s^64t 'Dl . ?s/ "N�.rar ....+.: .. a... ,. v. rr,. ,».rr+r....w n.....n..:•s uv+ra rn!e :rpdr:` A;w.vir,N.rMi%.rrr+«r - t• 1 DIVISION 23: SIGNS 23.01 General A) signs provided and installed by sign contractor. B) Provide shop drawings to tenant and landlord for approval. C) Sign contractor to secure all permits and approvals prior to fabricating sign. D) Electrical contractor to provide service to all electrical signs. , E-- 23.02 Type of signage to be provided 6 = A) Storefront internally lit channel letters with plexi -face and interior neon. i o B) diamond - shaped, internally lit, light fixture. co 0 C) All interior surface mounted signs, and "diamond" shaped features. J D) Public toilet room signs (room name, graphic symbol, handicapped symbol) to conform to A.D.A. and local code requirements. w 0 E) Exterior monument or pylon sign internally lit. (as required) 2 F) Exterior - non illuminated exit and enter sign. (as required) • G) Exterior awnings with painted signage. (non illuminated) co D Note: Sign contractor will supply and install all awnings whether or not signage is "±- d shown on awnings. _ o 23.03 Installation z Install signs level, plumb and at the height indicated with sign surface free from � Ili . . - distortion or other defects. Use vandal proof mounting technique. N 0— 23.04 Cleaning • At the completion of the installation clean sign surfaces. 0 u. ui — O H Z c3. �4. ", .. c 4 34 7UtHMR+FI bmr'.+.wtM.rxwn,nwwrv.: 5 ,,, yd , .. „. .,+.0 »- .a.sve.wuesraxwuvMa;+c:: ern;. m.., �s. ync, waJYivk1H:! Pxi. i?' h,". Rf`tfN- `.+1,€C7+riS4rJ'E4:Y,}Y. 1 ... , , ", - DIVISION 24: PLUMBING FIXTURES / ACCESSORIES 24.01 General A) Items listed were selected from manufacturers indicated. No equal will be accepted unless approved by tenant. Owner to supply, and G.C. to install, dispensers for sanitary napkins, paper towel, soap, toilet tissue, toilet seat covers, and air freshener. z B) G.C. to provide diaper changing deck in both toilet rooms. a C) Insulate all exposed waste and supply piping under lavatories with the Handi - Shield z safety covers as per 'Plumberex Specialty Products, inc.' or equal. cc J U 24.02 Materials o co o A Water closet : EXISTING TO REMAIN. co w B) Lavatory : EXISTING TO REMAIN. w f- C) Floor trap primer. EXISTING TO REMAIN. S u_ D) Floor drain : EXISTING TO REMAIN. m N) Expansion tank for water heater (Amtrol) t , 1,'', `Therm -X -Trot' model #ST -5C, two gallon tank with ASME certification. Install per MFR " with water heater temp set at max. 200° F and relief valve set at 150 PSIG. 1,,,; ,� 0) Baby diaper changing station by Koala Company or American Infant Care Products , i 0 , r!!!!: r 35 ':' :: i x r,� '::.: ' .:l k9fy4' tUwnr«, a..« esr.. vy' xwmra. a. w, cwe+ v++' atcCl M+ YwIICAYt'# w+ hu! M' Axaa. 34 ICtd• �i*' t! Mcw+ 2 r c n. wnrr. r u...... ... -. :.ca�fl'•.r.i.w vsr. v...!«•. s,, veh? a+ x: tve.* aw; 2cn,; rnn, 5^ t:• r- N}. ti: pnl w. rrC! 4; N' r; 2f ;1 "2ia!F;r;'! °!'f..X'nzoc:+. .. � I DIVISION 24: PLUMBING FIXTURES / ACCESSORIES { P) Stall Dividing Panels (Accurate Partitions Corp. phone 708 - 442 -6800) All partitions to be floor mounted, powder coated steel painted #920 Almond. Z Door latches must be of a design approved for ADA compliance. w ` 24.03 Cleaning _10 A) G.C. must thoroughly inspect and clean all items listed as existing to remain. ° o • Repair and /or replace any items as requested by the owner. Install white open - cn w front seats on existing water closets. w o . I u. ¢ (S d w z F. . Z O w j U W O O 1- w w 0 n• 9 w Z o O • � • et M,Y0 Z r fit; , t nr , ; :t!if ,x ;t . 41 r!svc oag 36 ' ' . J• .. _.. ........ . .. ...... ...•.....__.... . . •XM1YAtMWC.IYxnmrmwwau . aoa _........._._....._. _... ................. u+. r... 1. vwAW.[ Y'w iAlRiNrtl,( iNl !MMAI•hN1Wk14e:MNSgl•NAIk1$+G1 Ji'�d4dY%WA#.1A14YT34 1 - •� 4• ti DIVISION 25: PLUMBING 25.01 General A) Plumbing contractor to supply all material and labor. B) Connect sewer and water lines as indicated on the plumbing plans. Determine the exact location of all service connections before starting the installation of any work. . � z C) The plumbing contractor shall pay fees and secure necessary permits g from the city and /or utility company required for service installation. J v D) Sewers inside the building shall be case iron (C.I.) except where o o • otherwise specified on the plan. 0 co co W E) Cast iron pipe: Cast iron sewer pipe shall be of service weight with J bell and spigot joints. Joints for cast iron soil pipe and fitting shall be made either by caulking with lead and oakum or, where permitted by w o code, but the use of positive double seal elastometric compression type joints such as tyler ty- sealor approved equivalent. u. F) All cold and hot water lines shall be hard copper pipe with forged cn fittings type "K" copper shall be used underground and type "L" used w above ground. z F G) Insulate all cold and hot water pipes with' " thick fiberglass insulation F- 0 and vapor barrier jacket. w w H) There shall be no sharp or abrasive surfaces under lavatories. I) Insulate steam pipe in repair shop above counter to outlet. o N J) Repair shop fittings to be: (13) RH and (5) LH %" B -nut fittings to be or-- supplied and installed for repair shop equipment. w w = U Z j w 0 H z • V • • A : �\1 � J 01 y,Y 37 114'111 Wc . ....+ ..•J 4' _.t,:i.l.n <0 r.. w�'s�,1wd.,}lie1. Y' 'Y.ta.aai uia x... ..k,�n'•mrww.. nw,e t. ,...+w .r. . ...•.w... e... i .s.s -n a.wrrvnv... .M.sraM.♦ f +r.:f.., v.WrYwx.t^✓A'.CkWYM6i•.' W,^CAY +W'3ori:4z14 1 y DIVISION 26: FIRE EXINGUISHERS 26.01 General General contractor to supply a minimum of two (2) type 2A 10BC fire extinguishers and required mounting hardware to bring total number to quantity required by local authorities. Z x 26.02 Manufacturers z As manufactured by U.L. industries or architect approved equal. 6 o 26.03 Materials c o o A) Fire extinguisher(s) to be cosmic 5E. w B) Wall bracket(s) to be model No. MB 821. —' N W0 26.04 Installation 2 As directed by local fire marshall or code, at a maximum of 48" above finished g floor to top of handle. co I W Z Z o '. ui 0 N • �~ W 2 Z O dt t j u , Y•,. 1 i 3 . . ib i • 38 { r, _ h v " t ( . { : r .. Y ., ... .. 7.r,. '�. :'l .t:l..r::tii�n;i. =:.. snot; +' r�eu• + SwY :wn:a.Jri,>,..<a:+.7e1in::A.Li. ,. .M`gi?:7Mhrtsi,kw',vnRw. _ ,.. >.pytl, .Y".t'n:..w..nr.w»i:,.w.w . w. . <.c.we.ev.�... +.•....._ -..... c M. >,,.w:.H ..,.,., ... VISION 27: CUSTOM MILLWC "` L 'K • 27.01 Mill work A) The mill shall be approved as a subcontractor by the tenant. It shall be noted that only members of AWI regularly engaged in the highest caliber of millwork, having properly equipped shops and facilities, will be considered for approval. B) Grading rules: AWI quality standards for premium grade shall govern all materials furnished hereunder. 27.02 Basic requirements of joinery i z A) Rabbit, interlock, tongue, spline, dowel, all as required to provide a slight adjustment , i • without trimming on the job. Provide blind joints which will conceal shrinkage, etc., w wherever possible. Edge band visible edges of all plywood except as notes. Provide cc rabbited joints, not butt joints, on paneled areas. c) B) Joints: Provide dado, rabbited, mortised and tenoed, splined, or, or other interlocking 0 co o • joints as detailed or as required to provide greatest strength. Make mitered corners using cutter head on shaper to achieve an interlocking joint. J z C Assemblies: Accurately scribe and joint work, fastenings will generally be concealed co u_ and joints inconspicuous. Make all joints in a permanent manner, using a W 0 i combination of screws or dowels and waterproof glue, solidly glued. Where nails are M at mill, insofar as practical. Deliver work for erection, with all surfaces pre - finished in z 4 shop. Finishing other than touch -up will not be allowed on the job. a; N i` _ 27.05 Shop Drawings z F- Shop drawings shall be submitted in triplicate to tenant for approval prior to fabrication of The following items: 1) Island cases , 2) Browser cases 3) Diamond and watch cases 4) Swing doors 5) Watch repair stand • 6) Sales desk 7) Wall units Shop drawings shall show full size details or typical trim, and shall clearly indicate each and every method of joining required for complete fabrication. c . F ., . , INOMP Y R . 1h ' ; t 9c r4: %fa {T'v,: . C N f "t3'1 yr R`i', } ,c, . . } u 39 R ii 4 ; A* , ' F , • ,. .... "1.` . zl1x..: /{AM.•r`.h..1 K. M i .w...e,.....e..,p _ ..... _ .......,.e,• n,rvn9 <,sv.yA.Y,O .4n ST3(?k *V,,, i' "S x' ", t.,V ; A') . . • '� .... DIVISION 28: SPRINKLERS (If Required) 28.01 General Note: Verify with drawings and local codes if sprinkler system or a restricted area sprinkler system is required. • A) Sprinkler system is to be a part of this contract. General contractor shall z provide any necessary drawings, calculations, or any other information required. re B) Sprinkler heads shall be "Phantom PH-1", 165 degrees Fahrenheit, concealed sprinkler heads with flush white cover plates. Contractor may 0 elect to use standard chrome pendant heads in the non -sales and toilet room • o areas. w i C) Sprinkler contractor shall submit a sprinkler shop drawing to the tenant and -' 1— { general contractor indicting the work included per his bid price. No extras will w o be allowed if this format is not followed. 2 L < • d W . 2 Z 1-- O W W U N O - 0 I- . = W: • � Z w O - P . z 1 z e;� � J� L {i } 'S a$:i - �T. 4 tiVei 40 1 :,... . L . .. +',. .:. . r . . .. y +a. 3 • ly Y1.tTY4rk H ^ :.:`. ' .'. s.; .... .ti t� :!i' ✓'t: `:I "i'.C' /!!1 y ✓rrv..ry «..... v nw...n. .. nrr..r..o..e... ........ .. .. .... .. ' .. .• •. L. '�PF'att"Y•'wigl Vii {!.T3' 'd- . «.. _.. . ....n.»•3 ++. NORM' M" WYS +MU....s•'alwn.5'.frAAM1•11'3 _ . • FINISH SCHEDULE FIXTURE FINISHES L1 Plastic laminate: Wilsonart' #1570 -60 White, matte finish. L2 Plastic laminate: 'Nevamar' ARP #S -7 -5T, Antique White, textured. i . L3 Plastic laminate: ` Nevamar ARP #TM -2 -IT, Ochre Tempera, textured. w L4 Wood Grain Laminate: "Formica" #A2721 PC with Luster Finish. (Only available from Designer 6 = Showcases - Contact Mr. Roger Boyer at 330 - 220 -8688) 0 o • co co U.1 L5 Plastic Laminate: 'Laminart' Pearlescence #2406 -G, Gold Leaf, Gloss Finish a L6 Paint (reveals at Ash veneer): `Benjamin Moore' #1104, Light Brown, flat. w N p L7 Wood veneer: Brookside Veneers, Ltd. (219) 874 -2366 'Braewood' #913 /CAB -3, Maple with . . clear satin finish coat. u. N � L8 Green Wood Grain Laminate: "International Paper" #HD -30671 High Luster. w ?�- L9 Paint (reveals at maple veneer): `Benjamin Moore' #1067, Light Tan, flat. z O j u i L10 Paint (reveals at green veneer): 'Benjamin Moore' #476, Green, flat. n 0 t - L11 Paint: `Matthews' acrylic paint #46 -400, Brilliant Gold. Phone (800) 323 -6593 o w B1 Wood veneer base - 4" H. x 3/4" particle board with "L4" Laminate listed above. w w 0 G1 Corner guard: 'IPC' 3/4" x 3/4" x .080 th. vinyl "tape on" type, Beige. Phone: (800) 543 -1729 �_ o ! z o WALL FINISHES o � z P1 Paint - Pratt & Lambert #1712, "Ivory Mist ". Flat for ceilings, bulkheads and soffits, Semi -gloss at walls and exhaust hood. , • • P2 Gold painted finish as selected by Sterling Inc. - refer to paint specifications. (page 32, . paragraph F) P3 Paint - Sherwin - Williams #SW -1340 "Limoge Cream" Semi -Gloss finish to be used on all walls inside of the reapir shop only. W1 Vinyl wallcovering: `J.M. Lynne' neutones #SP- NN145, "Haitian Cotton ". Supplied and installed by G.C. W2 Vinyl wallcoverin : Wallcoverin as selected for play area. Supplied by tenant and installed by ... 35f; Y 9 g P Y PP Y G.C. •. , � „ 'e ��;.1'tf 7if �,j.. P I ! IOW ; _'t`'rt ^'�' it 5 .Gil. ?• ;; 1 41 • FINISH SCHEDULE (cont.) FLOOR FINISHES z = z F1 Carpet — Custom made for Jared by 'Dupont' - Supplied by tenant and installed by G.C. Contact re ILI Cheryl Trayter at Sterling (330) 668 -5000 F2 Ceramic Tile: "Emil Ceramica " 16" x 16" (15.75" x 15.75" actual) "Alabastro Sabbia" #30 E 53" _1 o with unpolished finish. Use "Hydroment" #96108, Cameo, unsanded grout, 1/8" between tiles - co o Contact: Tom Miller at "Virginia Tile Co." (216) 749 -4540 or (800) 454 -6920. Seal tile and grout co Li, with "MIRASEAL" #511 impregnator by Miracle Sealants CO — (626) 814 -8988. Supplied and ��- installed by G.C. u- F3 Vinyl composition tile 12" x 12" 'Armstrong' #51925, Ash Gray, supplied and installed by G.C. w o 2 F4 Vinyl composition tile: "Armstrong" 12" x 12 ", "Natural Options" solid #76161 — dark gray or "Amtico" 12" x 12" DS 33 light gray, textured finish. Supplied and installed by G.C. (For "Amtico ", contact: a Tom Augustyn at (800) 214 -3380 Ext. #1885). d F5 Carpet: Custom made for Jared by 'Dupont' - Supplied by tenant and installed by G.C. ( Installed in w children's play area only.) Contact Cheryl Trayter at Sterling (330) 668 -5000 z B2 Vinyl base: 'Armstrong' #71 "Mid Gray" (straight at carpet and coved at V.C.T.) Supplied and z o installed by G.C. w w 2 �.. . U � - NOTE: All vinyl tile floors must be waxed by G.C. prior to store turnover. o F- • 2 U p Z ii i U (I) 0 ~ • _ Z " °> .. A i ` � f Amp 42 �k � - ..`r .. .. :�. :,v•.e. .., ;e. ln,e.te,.e,,:,.::'k / e;.M.c!va... .k' ./.8.5 ...w,...........«_...._.... .. ..,..........,... aR«.... n., x..... oe +..i. «,.,....:............. o•n.v..s,.w4w w!.a+»..Me...,., ._. . ELECTRICAL General Notes: 1. The electrical contractor shall visit the site of the work and thoroughly familiarize himself with the working conditions and the exact nature and extent of the work to be done, taking into account any special or unusual features peculiar to this job. 2. Contractor shall obtain and pay for all necessary electrical permit(s) prior to job start and obtain proper inspection from department of building safety. z 3. All electrical installation shall comply with the applicable local and state electrical code and other applicable ordinances and statutes. 4. Over current protection and disconnecting means for all motors shall be installed to comply with -J o electrical code and equal to motor h.p. w ° 5. Exact location of all equipment shall be verified in the field and routing of conduits shall suite field w conditions. u 6. All electrical equipment outdoors shall be weatherproof and listed for the purpose. o 7. It is the intent of these drawings that this be a complete electrical job, any errors or omissions shall be brought to the attention of the engineer prior to bidding the job. g 8. Contact power and telephone co. and install services as per utility co. requirements. Contractor u shall pay all fees and include them in his /her bid. _ 9. The contractor shall examine the contract plans in order to logically locate work in coordination z with construction. 10. Fixture catalog numbers are indicated for guidance purposes. All written description in w o Lu specifications and on drawings shall apply. 11. All adjustable fixtures shall be aimed and adjusted during evening hours to the satisfaction of the tenant. 0 -- 12. Electrical contractor shall only submit shop drawings when substituting an equal, or deviating w ~ from the drawings and specifications. = o 13. Thermostats shall be mounted on 4S x 1-1/2" deep J -Box LL o SCOPE o - FL It is the purpose of the electrical drawings to indicate the approximate locations of all equipment, z outlets, etc., as certain exact locations and arrange the work accordingly. The tenant reserves the right to effect reasonable changes in the location of outlets up to time of roughing -in without additional cost. Changes in location of outlets or equipment necessitated by interference with the work of other , trades shall be made only with the consent of the tenant and at no additional cost. A complete record of such changes shall be turned over to the tenant upon completion of the work including the exact routing and elevation of all underground lines. The general conditions and the electrical section of specifications shall apply to this portion of work, in addition to electrical notes and general notes stated herein. Refer to all the drawings and visit site in order to coordinate the electrical work with other work on the • premises and with field conditions. The architectural and structural drawings take precedence over the electrical drawings in the representation of the general construction work of these trades. Refer to y reflected ceiling plans for fixture location and to equipment supplier drawings for outlet location. s-i F Where the work affects the operation of existing facilities include any premium costs required to avoid Vi - s s ,`' shut -down of facilities during normal operation. r,} m,. 41f 43 OW. 1 , • -` ELECTRICAL (cont.) Provide all labor, material, equipment, transportation and service required for a complete and operative electrical system as indicated on drawings as specified. The work shall include: A. Provision of electrical and telephone service. B. Lighting and power system. z C. Lighting fixtures, lamps, outlets, devices ~ w D. Wiring for HVAC and plumbing, including controls and control wiring per mechanical drawing. re 2 E. Telephone conduits and outlets. 6 n F. Shop drawings, wiring diagrams, equipment data v 0 • G. Testing, cleaning, adjusting u) 0 H. Metal supports, plywood backings J Lu • I. Permits, inspections, fees. co J. Temporary power and light for electrical work for the entire project w o K. Record 'as built' drawings 2 L. Panel boards, transformers, feeders, etc. • � Q M. Emergency lighting u) D N. Grounding, bonding w O. Pull wire in all empty conduits. z z F. P. Service and equipment grounding system p z I- 1. Coordination with other trades j o 0 _ Consult all drawings, architectural, fixture and mechanical and conform to all details effecting o F - } - electrical work. w w Examine the work of other trades insofar as their work comes in contact with or is covered by this "_- 0 work in no case attach to, cover up, or finish against any defective work or install work in a manner iii z which will prevent proper installation of the work of other trades. o o I_ . Electrical contractor shall verify with other trades all electrical characteristics of equipment . z requiring electrical connections, contractor shall verify voltage, phase and horsepower and shall notify engineer of any discrepancies prior to start of work. It , Check with mechanical contractor for actual number of control wire to A/C unit. Electrical contractor shall verify with A/C contractor the electrical requirements for the A/C and heating , system. Electrical contractor shall provide all necessary electrical work to make a complete and operable system. Provide 1/2" conduit from each A/C unit to thermostat. 2. Conduit Conceal all conduit in walls, floors and ceilings or wherever possible. Exposed conduit will not be permitted in finished areas. Exposed conduit will be permitted in unfinished areas, and only in $;`'"q'` other areas with the specific approval of the tenant, except that in every case general lighting, switch and receptacle outlets to be flush mounted and conduits run concealed. (All conduit to be ff 'thin wall'). ''� $ ; s��a �.. . er = ,4.7A 3 tif IA e .Fi' us e.;.Y`i . CZ 44 *00 p cnuwerrrrrrzc!cwRV*tt!nsknyro?9 tns?ar!lronmr7 ,......r..n ._......,... - .,n,..t .e ..,, ecu!e:, enr.=..>. aµ,,..COayjA55R7dxQA;4.4F9ssXy -' -'_ .J _ . .1 .. ■ ELECTRICAL (cont.) Horizontal portion of conduit exposed on the roof and feeding equipment shall not be more than 5' unless the written approval from Architect or Engineer is obtained. Install nylon pull wire in each conduit, specified as 'conduit only'. _ , Conduits shall be clear of water, debris and other foreign material prior to pulling conductors. ~ w ! Conduits which are installed at this time and left empty for future use, including telephone and it 2 intercommunication system shall have #12 galvanized pull wire left in place for future use. Install 6 v blank cover plates on all terminations that are left for future use. 0 o • 3. Wire and Cable W ire requirements unless otherwise noted on drawings or herein. all neutral - white. No wire 2 u smaller than #12 AWG to be installed unless noted on drawings. Wire size #12 AWG through #8 w O ` AWG -- Type TW -- copper wire sizes from #6 and larger type THW. 2 • u. Q All control wiring for the A/C and heating shall be of 600V insulation. Cable shall be provided by co a Mechanical contractor and installed by Electrical contractor. I- 111 zF- 4. Grounding System z o Ground entire light and power system, permanently and effectively, in accordance with latest issue 2 o - of the National Electrical Code, including service equipment, distribution panels, power panels, o u) lighting panel boards, starter enclosures, control panels, motor frames and other exposed non- o I- current carrying metal parts of the electrical equipment. w w ~ H Provide grounding conductor for flexible metallic conduit supplied by over 20A O.C.P. or over 6 u. O feet in length per section 250 -9 (B). Lii w o Bond all metallic gas and water piping for continuity per N.E.C. prevailing edition. z F- Contractor shall provide a `U.F.E.R. Ground' for service grounding system which shall consist of, but not limited to: 20' length or more of a copper conductor (sized per N.E.C. 75 Sec. #240 -S4A) located below the vapor barrier and about 3, above the base of concrete footing. Minimum No. 2 bare copper . conductor encased in minimum 2' of concrete. Accessible and approved ground clamps. Bonding of copper conductor to interior metallic cold water piping system. Bonding jumper or screws for neutral terminal in main switchboard. If installed from the can. Provide all required components for a complete `U.F.E.R. Ground System' as approved by local q p p Y Y �� inspector and regulations, or: ; ; ; i � ` Cold water pipe grounding method, if used, shall be supplemented by an additional grounding ; z ■ ; electrode as indicated by section 250 -8(A). Supplemental electrode shall be 5/8" diameter x 10 4rf feet driven copper ground rod bonded to water main by conductor sized the same as the servicet, ` • NM ground conductor. fs� Cia 45 WM:4 „cwnvr . ..+04,0tK! d:1!xKt' e./ ,,.;t�rr,,,- ,,. .—. ._ „ ... ._ ........W,„,.......,„ ...,, «. ...,...u, . p t.:. .. •"Y.t' 3:A, P' .A!tntr•S'w "`Ct2!t:'.:4''4. • • _ �7 -- T - -r ELECTRICAL (cont.) 5. Temporary Service The Electrical contractor shall arrange for, furnish and install a temporary electrical service adequate in size for the use of all trades and the lighting and each room during construction of this unit. z 6. Safety and disconnect switches �.. z cc (1 4 Normal duty, fused or un- fused, or size and number of poles as shown on the drawings. Switch 6 enclosures, unless otherwise noted, NEMA type - 1 general purpose enclosure. All switches c) 0 furnished -- product of one manufacturer. u) J Main disconnect shall be pad lockable in the 'off' position. cn w Unless otherwise noted, all fuses shall be current limiting class RK1 equal to buss KTN -R for 250V disconnect switches and buss KTS -R for 208V disconnect switches. Q • Unless otherwise noted, all fuses for motor control centers or for the protection of motor circuits = w shall be dual - element (time delay) class RK5 equal to buss PRN -R fusetron fuses for 120V and z buss FRS -R fuses for 208V. z o uj All sections of the main switchboard shall be equipped with Micarta nameplates indicating 2 `caution- install current limiting fuses as originally installed'. o N 0 1- 7. Electrical Service i The Utility Co. service to the project is 120/208, 3 Phase, 4 Wire -- conduits have been installed u. r6 from the main switchboard to the vicinity of the store. Furnish and install electrical service w connection including switch position to existing distribution panel to serve this store. U = o1- Extend said conduits from their present point of termination to the points of service as indicated on z the drawings. Install #2 AWG, ground cable from the cold water main, to the main service switch, metering and distribution equipment. The entire service installation to conform with the power company's requirements. All pull box sizes shall be per the Utility Co.'s requirements. 8. Panel Board Dead front type in accordance with Underwriters laboratories, Inc. standards for panel boards and enclosing cabinets and be so labeled.'. • Panel boards: Galvanized sheet metal with ample cutter space in accordance with the National Electrical Code. Fronts of flat sheet steel finished in gray enamel over a rust inhibitor. A circuit {;ry ,, directory frame and card with a clear e ' s a be provided on the inside of the door {:;` ''�° `! dir ry r cov nng shall p �, „�� and the directory shall be typed to identify the load fed by each circuit. t ' y 6%0 46 1 3 ; +y ;rja' '! . ,�1' 111�I�n<QNMl4!MWbavwhew+++'++. ... n s......• w+ x. v! w............................tfi.' M'l n.4l . ,n .. vii. ... n u.»Nh hv.+f..t ..t.M ... k y+tFf.K(.h. .. .. n f ..aS!{.St •5:.. .. #!4! - . s 1 4. ELECTRICAL (cont.) ' Factory assembled interior, bolt -on type, mounted on back -plate properly formed to provide a rigid assembly to protect against damage during handling or installation. Design and assemble so that - ": . - units can be easily replaced without disrupting adjacent units or bus structure and with field machining of connection straps or panel busing. Panel busing arrangement to provide sequence z phasing that is, adjacent poles of unlike polarity and rotated in sequence. Provide a removable ' _ • barrier pan over the main and branch circuit protective devices to provide easy access to the wiring. Use lugs of the solderless. Anti -turn type. Front removable and locate either at the top or I. cc 2 6 the bottom of the panel, as indicated on the drawings. The neutral bar, where required, to have o numbered terminals or wiring diagram for the connection of neutral wires and locate on the U) o opposite side of the panel from the main lugs. w = --I F- Protective devices -- the circuit -- breaker type with rating and numbers of poles as indicated on w o the drawings, circuit - breakers -- toggle type, quick make, quick break with inverse time characteristics and trip -free on overload or short circuit. Automatic release is to be secured through the medium of a B -1 metallic, thermal type element engaging the releasing latch of the 22 mechanism. In addition, provide a magnetic armature and calibrate so as to trip the breaker w instantaneously for short- circuit currents above the overload range. Automatic tripping to be Z indicated by handle position between the manual off and on position. I- o zE- The individual breakers to be calibrated and sealed to eliminate trampering or unauthorized ? o changes in calibration, breakers to be interchangeable and capable of being operated in position. v all mutt -pole circuit breakers to be of the common trip type. co o� w One manufacturer for all panels -- Westinghouse Electric Company, Square 'D' or approved equal. v LL � Buses in panel boards, switchboards, services etc. feeders and branch circuit conductors shall be iu Z copper. This requirement supersedes other documentation.. Aluminum bus or conductors can be used only when contractor obtains approval in writing from engineer. �- z Temperature rating of all conductor terminals shall be 75 degrees Celsius for switchboards, panel boards and equipment containing breakers, switches and conductor terminations shall be listed for 75 degree termination. Provide card holders on inside of doors of panel boards for index cards. Provide two (2) keys with each panel board. Spaces in panel board shall be fully bussed to accept future circuit breakers. Submit main switchboard shop drawings to the utility company for their review and approval. From panel boards recessed in walls, stub two 3/4 conduits into accessible ceiling space for future ': " � use. Label `spare'. 47 , } �`'" airvii te '1. . lls , fib ,, I VI IIF il l 1r MA ��t.i,, :w.,;ki, t .. .. .. .. ... .... .�..... ... .............. ., i�. s .. �. y„ rf tH. <1K , It.R`i�� !F .. 4Y.. ,., . .... ... ...r....., ... t -.^.} r , .¢ }1f.iY ?n;;1aMaAi7 Nh+j': :Y(" ~"TY�ii ! - r - —•,4 - "N 4 N i . .... -.,, ELECTRICAL (cont.) Where circuit breakers supply power to fluorescent fixtures, motors and signal systems, the breakers shall be furnished with locking facilities so that each individual breaker can be locked off with a padlock. All circuit breakers used to control `Fluorescent' fixtures shall be U.L. listed for switching duty, "SWD ". z Provide a metal cabinet and set a spare fuses for each size and type shown on the ' w single line diagram. Cabinet shall have hinged door and name plate "spare fuses ". 6 6 JU All panels shall have hinged and lockable doors. Install a type written director in all co o panels. w i All circuit breakers shall have a minimum 10,000 A.I.C. unless noted otherwise. - LL 0 9. Lighting Branch Circuits 2 All lighting branch circuits: 120 -volt, 2 wire balanced on 3 phase, 4 wire panels, • ga Q neutral connected through solid. U) w = All lighting branch circuits for sales area lights must run through a contactor switched f- _ at the manager's office. z F- r— O zf- All branch circuit wires: #12 TW solid wires under 120 feet and #10 type TW solid w _ wires over 120 feet. All branch circuit breakers on panel boards — 20 amps unless n o otherwise noted on drawings. Minimum 3 /" electrical trade size. o co The electrical contractor shall be responsible for proper phasing of the branch H 0 circuits inside panel board(s). u. o ' + z All continuous rows of fluorescent fixtures shall be wired with `RHH' or 'AVA' wires. o co r= _ O F' All feeder lengths shown are for voltage drop calculations only. Electrical contractor z shall determine exact feeder length for his bid. 10. Lighting Fixtures Refer to fixture schedule for indication of fixtures and lamps to be supplied by tenant. All fixtures supplied will be as shown on the drawings and shall be furnished . complete with accessories necessary for proper installation. Lamps for all fixtures should be supplied by tenant and installed by G.C. as specified. Maintain an extra 10% of each type of lamp in stock for relamping. When percentage equals a fraction always round up. G.C. to be responsible for providing proper types of trim for all recessed fluorescent • fixtures and incandescent fixtures to fit ceiling. ,_'µ t; '. All fixtures shall be U.L. listed and approved for the purpose. : �7 r All lighting fixtures shall be installed per manufacturer's instructions. •i t � r,'' .; If required by code, light fixtures shall be "Chicago Plenum Rated ". '' '' or supply air plenums shall be approved for the 1 ,R Recessed fixtures in fire rated ceiling PPY P PP •" , Ratin of the ceilin Provide air -ti ht askets to seal around o enin s. 9 9 9 9 p 9 48 Ir.. , '�1 ' ::�:h:z„ .Cx;'x .: t: f"✓.. .. i .. . r.;F.yw:p: . '...i NC1 =, r 3tTn;y,Y,CfiSQ • rt'ksyh91cH4itt t' = »:L.tlC '!tXi ' :�iY i."'.g•. .._ ....... .. . , . ,.. ,....... ,-. _ . . • ..v...414,.....004, u _ . aloe ..... --� ELECTRICAL (cont.) Fixtures in luminous ceilings or ceiling cavities or soffits shall be approved for type of installation. Verify letter size and color of internally illuminated exit signs with local authorities prior to submittal of shop drawings. z _ I : Recessed fixtures shall be pre -wired to attach J -box in accordance with local code re u, requirements. Fixtures shall be approved for maximum number of wires going in and 6 out of the fixture as shown on plans. o o . CD D G.C. shall verify the type of ceiling before ordering any fixtures. G.C. is fully i responsible to provide all mounting brackets, ceiling conditions, at no extra charge to CO the owner. w o 2 . F ixtures installed in wet location shall be marked 'suitable for wet locations'. co D f 11. Transformers I W Z Arrangements. Balance installation equally across all three phases. Three (3) p phase transformers (dry type) shall have six (6) standard full capacity tap. w w 12. Fixture Mounting v o- - • G.C. to install all necessary hangers, supports, framing, fittings, etc. to support w w - fixtures and fixture outlets. Fixture supports anchored to the building construction to H o be capable of supporting the fixture in question plus 100% additional weight. �- o — Z All suspended fixtures shall be stem mounted unless specifically called for as chain o mounted, see specification for requirements. o F- z 13. Telephone conduit system Provide conduit from wall box to 6" above the ceiling. Plenum rated cable to be used k i by tenant's vendor. Terminate all telephone home -runs at telephone backboard. ' fi - *' .� , '4 .44.-,2.4„t. + ; - i'o `;' ^+ B i ��'�, 1 ' '' ,t Al. 49 1 '- s ' �pi4Rtil tl7RnLaay.✓ �p4�r.! rn+ uavn+ k�nW+ W.ti N3MN++ M+ hKtiwe�! c! w+ nworxnran+ tadw��rfiWMtrt± warrRmvns •+.+.+s+r«,......,:...., ... ... ....... •.,... a., . .*, r ••^•. r• ,• N. e.. r, vm. sr n.+,• A' cr .,u.n..N.kn.+.'oxwn7ntt ate: ties: t 4t�l ti, u .. u.. .- - mom • ELECTRICAL (cont.) 14. Receptacles and Switch Wiring devices as follows: Switches '1' rate, enclosed bakelite, specifications grade of following ratings: _ { i- w Switch Rating I ncand. Load Fluorescent ce 2 , 15 -Al25V 1300 W. Max. 7.5A Max o U O j 20- A -125V 1700 W. Max 10A Max CO o 30- A -125V 2500 W. Max 15A Max w w i i J Switches: Switches shall be of the following manufacturer or equal: N u. w O 125 Rating Hubbell g 5 . 10A toggle 1200 Series • u.. 20A toggle 1220 Series N a 10A lock 1220 -L Series i w 20A lock 1220 -L Series z i--- : , 30A toggle or lock 2920 Series z o w w Alternately type 'L' rated 120 -volt switches may be used. D o ! 0 to i . Duplex receptacles: Standard duplex receptacles as follows: o i - w Rating Hubbell A 20A -125V 5252 — o w z j Wall plates: Ivory Color H 0 Floor Plates: Brass plate /ring for carpet installation z 15. Emergency Lights i Provide emergency lighting system as indicated. All exit lights circuited from a • separate fused service switch located at the service entrance. All conduit and wiring - for this system kept entirely independent of the general lighting system. . 16. Shop Drawings This contractor shall submit six (6) drawings and wiring diagrams on all items of • equipment furnished for approval by the tenant. These shall include: 1. Fixtures 2. Panels ' . 's 17. Circuits for Cash Register System : a u go A. General .• ;r:4 . One circuit shall be installed in the sales desk adhering strictly to the following ', `,, requirements. ‘; ;., *; : r i f t ; -V Or:s'6A .r u 50 a . pp, : "tiLv'r "•: " .:: -.... ., „ .... ,. .-F Y+rA.S.•` ': ...,.. .. .... ., ... «n a , ,,,,,,,, s T.MD"YY.RC"aY7.r .i 1. _ ..us -, w . e. i.. o�• n.c+av rrR�^.•- rsyeyp4' r.' 4 _ ,"!# t�'�rS• *�ffl� °�^�P� }.�'� A�, . _ -_ - -'- -- - _r ) - - �. , ELECTRICAL (cont.) B. Power Wire to be sized for max. of 3 volt line drop from distribution panel to register. Follow manufacturer's instruction for power requirements. z C. Conduit ` x z mo w . There shall be a single conduit for each circuit. Conduit must be electrically continuous along its entire length. o U 0 • co j D. Grounding w = _1 1 System power ground must be made at the main entrance panel. w o 2 U N 2 -pole, 3 -wire, 115 - volts, 20mp Hubbell No. 5262. 0 � : . _ z Duplex receptacle shall be marked "C250 and C761" only. The ground terminal must be installed from the mounting hardware. I ;: 37 £ y 3 , Lo: N' Ai 51 . ....... . .... ..-. i...,., i....... _.....�.......,...,,. »...<..:." ."'"'M,.:.we`" -- xsw. 1. wea.-. 4vn:. .mN..- .......,..............._. ,......- :.=,.u.r:u.s.r -,,t ....,.. . v . t? 'N-a Anl-' 4'- '4'6*A*P;ol',1,- 'rt;�R.'.vArt" .'V- z`',(lWNCIWAOs:zn , ,. (. t I A 1 __ -- - .------__ -- -- - A , '• 1. - i .7 ..- ..-...._ I r t t . ,,. . , ) ,. l 1 . z i'. tJt IQ 0 f ....I , 1 M ) 1 I 1 1 1 i s i i 1 • i 1 3 f - . - _ ---- NO ‘7,1, 0,4', . -- TICE IF THE DOCUMENT THIS FRAME IS LESS CLEAR THAN : IN Ji g WX:i.i'd ,s s-;3 m V.,'; , , .:_t;';' I.7.7=1 . THIS NOTICE IT IS DUE TO THE QUAL.ITY OF THE DOCUMENT. - ,„, ...:- F 'AL -14 . l ib 4 e I ..;.',,, k ,'- ' 4 ''''' L13. t ' t ,.11D141: . .4 • • , . - in • '1 . • _I . - - ,- ■ iY1+.rtjifiT+.m: r.. . s ...,.... .. ......... -r N'1"R • ppW.�`�1 .. +VFm'Y. \'MMfba .rw.w... .. : , - i - 1 r ._, . . • 2001 U��^ghington State Nonresidential Energy Code Compliance Form Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft2 (or x If) Covered Parking (standard paint) 0.2 W /ft Covered Parking • (reflective paint) 0.3 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) . 0.25 W /ft z Bldg. (by Perim) Building Perimeter 7.5 W /If 286 .0 2145.0 • I ,F-z Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 2145.0 Ce 6 Use mtgr listed maximum input wattage. I-or fixtures with hard -Wires ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. J 0 Number of Watts/ Watts U) p Location Fixture Description Fixtures Fixture Proposed U) W III Exterior Columns Exterior Wall Mounted Torchiere Fixture Z 7 50.0 350.0 J �_-- CO W O 5 J igerm oomoem'r4arsuwmmo m, . ...,,,. Zmmodtgoomortirev►tmwac .....,R.q.- ...., „..,- ......... ..._ , ..>•, ,,,, p. , ww l .ng:a , ..rc aN1.3* s nr.: RAWI tints 4 ib;1 . 44' " sT .its y+ W'34 +tni ' 2001 W ^Ihington State Nonresidential Energy Code Compliance Form • Lighting Summa sack) LTG -SUM 2001 Washington Stale Nonresidential Enemy Code Compliance Forms June 2001 - KJM Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers QQ Other Qualification Checklist Lighting Fixtures: ❑ Check here If at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space Is not limited by Code. Clearly Indicate these spaces on plans. If not 2. Lamps are T -1, T -2, T -4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture Z I • 6. Screw -in compact fluorescent fixtures do not qualify « Z Z I-- TABLE 15 -1 Unit Lighting Power Allowance (LPA) ce Use' LPA` Use' LPA` 6 = (W/sf) (W/sf) -I C.) Painting, welding, carpentry, machine shops 2.3 Police and fire stations" 1.5 C 0 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference /exhibition hall'' 2.0 Assembly spaces'', auditoriums, gymnasia heaters 1.0 J I La 2.0 Group R -1 common areas 1.0 1... Aircraft repair hangars 1.5 Process plants 1.0 CO LL- Cafeterias, fast food establishments' 1.5 Restaurants /bars 1.0 w F Factories, workshops, handlin■ areas 1.5 Locker and /or shower facilities 0.8 facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, W W churches) U ` Footnotes for Table 15 -1 LL, ~O 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based El N upon the most comparable use specified in the table. See Section 1512 for exempt areas. U = 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically 0 '- directed otherwise by subsequent footnotes. Z 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. ' 6) Includes pump area under canopy. R 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used . for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator . space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. ' 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase Illumination where the lighting is enclosed within the showcase are exempt. ' An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with ; two points of track attachment). '� , . c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. ; " 1 This additional lighting power is allowed only if the lighting is actually installed. , t ::r 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be s ,, t:xeY;,t stx "no„;• defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face '1.41,;..`: r ' area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by '± , racks. r `x 4 w1t;0,,.` pa_ . 9ti rrotlann..._ _ _vt .r..pss . "vra+c ,,,enst!'f:rKk„....,,,,„, A'�vf NZ;.�ti'.'F,.?+'t•'1=' 'tlt"t':"§ ..r., ,tp,; „,,m?:„,o„,„,; » + e...v.'*SNi..,Q„::4'ili.'ralM. >. ; _ r ',"",' PS^'t, "•;' I ,,, t "i ^!nt:;kTe„e „: : t5:s . ; S „., . s...X `cmriFs , . . _ _.................______ -- I -, 2001 Wp State Nonresidential Ener. Code Comnli9nce Form Lighting Permit Plan Checklist LTC -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - I JM Project Address Jared - The Canaria of Jewelry Date 4/19/02 The following Information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) _ Section ,Component Information Required on Plans Notes ' • LIGHTING CONTROLS (Section 1513) • ZZ yes 1513.1 Local control /access Schedule with type, indicate locations E -3 . 2 H . F- Z n.a. 1513.2 Area controls Maximum limit per switch N/A W C4 2 1513.3 Daylight zone control Schedule with type and features, indicate locations JU n.a. vertical glazing Indicate vertical glazing on plans N/A U 0 U n.a. over glazing Indicate overhead glazing on plans N/A J = yes 1513.4 Display /exhib /special Indicate separate controls N/A '— l N u 1513.5 Exterior shut -off Schedule with type and features, indicate location W 0 n. a. (a) timer w /backup Indicate location N/A 2 1 yes (b) photocell. Indicate location E -5 U_ '- U_j i 1513.6 Inter. auto shut -off Indicate location CO D n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations N/A H W n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Z F— Indicate size of zone on plans IN /A I O } 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning W j ' D C yes . Lighting Sum. Form Completed and attached. E -1 0 CO Schedule with fixture types, 0 t-- ■ lamps, ballasts, watts per fixture Ill W . H U . y . jj } tf1.�.'�.4g`l�t:. ;CAST. N ? i ` 4 1.%) 2 7 h h , .�3'�` t k . w+am*wn�ea wMMM!'XRl� K • ,,. -7 . „ :a�- s' +M: M+rr.+ttk t,W.m;'.u. ,. .:.....a. a «.nr.: �•�'••m.ve tl.rrr.•4•+:e..: .., v .. ...:�+n:e ___t- tHN___ lei +P.•dJ:!^, -•____,1:'__ p4.6 , . , ra,.:iS , :.ab.�Yl: ✓ , 'h,a.Lit.cr:w:1l.... _,uu •• .. .• •.•.•... ..••. _• ;6yt'b:y MII�/�� i��wA�11��1i ■ - -- �r . s • • 2001 Wa ^"ington State Nonresidential Ener• Code Comn iance Form Lighting Permit Plan hecklist LTG -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - KJM Lighting - General Requirements 1513.5 Automatic Shut -Off Controls, Exterior: Exterior 1513 Lighting Controls. Lighting, including exempt lighting in lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section timer and photocell. Automatic time switches must also have 1513.6.1. Where automatic time switches are cited, they shall program back -up capabilities, which prevent the loss of have the features listed in Section 1513.6.2. program and time settings for at least 10 hours, if power is interrupted. • 1513.1 Local Control and Accessibility: Each space, 1513.6 Automatic Shut - Off Controls, Interior: Office enclosed by walls or ceiling- height partitions, shall be provided buildings greater than 5,000 sq. ft. and all school classrooms Q wi lighting controls located within that space. The lighting shall be equipped with separate automatic controls to shut off ' _ ~ controls, whether one or more, shall be capable of turning off H Z the lighting during unoccupied hours. Automatic controls may W all lights within the space. The controls shall be readily be an occupancy sensor, time switch, or other device capable � ¢¢ accessible, at the point of entry/exit, to personnel occupying or of automatically shutting off lighting. W o using the space. -i U EXCEPTIONS: U 0 • EXCEPTIONS: The following lighting controls may be 1. Areas that must be continuously illuminated, or co 0 centralized in remote locations: N W 1. Lighting controls for spaces which must be used illuminated in a manner requiring manual J operation of the lighting. LL a as whole. U 2. Emergency lighting systems. 2. Automatic controls. 3. Switching for industrial or manufacturing process W O ■ 3. Controls requiring trained operators. facilities as may be required for production. 2 F - i 4. Controls for safety hazards and security. } 1513.6.1 Occupancy Sensors: Occupancy sensors shall be 1y 1513.2 Area Controls: The maximum lighting power that may capable of automatically turning off all the lights in an area, no ur Q be controlled from a single switch or automatic control shall not t/) exceed that which is provided by a twenty ampere circuit more than 30 minutes after the area has been vacated. _ (� loaded to not more than eighty percent. A master control may 1513.6.2 Automatic Time Switches: Automatic time switches H W be installed provided the individual switches retain their shall have a minimum 7 day clock and be capable of being set Z = f.. capability to function independently. Circuit breakers may not for 7 different day types per week and incorporate an automatic F... O be used as the sole means of switching. holiday "shut -off' feature, which turns off all loads for at least Z I- 24 hours and then resumes normally scheduled operations. . W W M D Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time U U 1. Industrial or manufacturing process areas, as may be required for production. settings for at least 10 hours, if power is interrupted. O U) 2. Areas less than five percent of footprint for t]'- footprints over 100,000 square feet. Automatic time switches shall incorporate an over -ride W switching device which: = W 1513.3 Daylight Zone Control: All daylighted zones, as V defined in Chapter 2, both under overhead glazing and a) is readily accessible; U. H adjacent to vertical glazing, shall be provided with individual b) is located so that a person using the device can see the — Z controls, or daylight -or occupant- sensing automatic controls, lights or the areas controlled by the switch, or so that the W which control the lights independent of general area lighting. area being illuminated is annunciated; and U CO Contiguous daylight zones adjacent to vertical glazing are C) is manually operated; O I- d) allows the lighting to remain on for no more than two hours allowed to be controlled by a single controlling device provided when an over -ride is initiated; and Z that they do not include zones facing more than two adjacent e) controls an area not exceeding 5,000 square feet or 5 cardinal orientations (i.e. north, east, south, west). Daylight percent of footprint for footprints over 100,000 square feet, zones under overhead glazing more than 15 feet from the whichever is greater. perimeter shall be controlled separately from daylight zones 1513.7 Commissioning Requirements: For lighting controls adjacent to vertical glazing. EXCEPTION: which include daylight or occupant sensing automatic controls, Daylight spaces enclosed by walls or ceiling automatic shut -off controls, occupancy sensors, or automatic • height partitions and containing 2 or fewer light time switches, the lighting controls shall be tested to ensure fixtures are not required to have a separate switch for that control devices, components, equipment and systems are general area lighting. calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be 1513.4 Display, Exhibition, and Specialty Lighting functionally tested to ensure they operate in accordance with Controls: All display, exhibition, or specialty lighting shall be approved plans and specifications. A complete report of test • controlled independently of general area lighting. procedures and results shall be prepared and filed with the • owner. Drawing notes shall require commissioning in accordance with this paragraph. `' 4°16 41 n i � t .�� 'nisi . 4 ; ,3 t ,, ' 1' ,, 4„Y,„.., !it, „?j.'a,"....*.t,„ „,„ {..„„.:4"b. :,„,,,,rt1.,M::.:r. ,..,,...,.. a.,,,,,,m{ : ..t ....:, n.,V q:44W, ,,,•,,,, .,,,..iV'c.:i.1:,:n:P.i : 'iv?.; , ? 0.v:n .v /. — • . -'' CITY OF TUKWILA APPROVED 1 2002 LI .1 l SJuN r1J NO I C U 1 "x20 GA BRACE Z EVERY OTHER EXTEND STUD TO JOIST SPACE TOP CHORD AT EACH ' z '-- JOIST - (2) WOOD 1.- • Lu SCREWS IN EACH CHORD ¢ JU O 0 # 10 TEK SCREWS u) W AS SHOWN w U) Li. w I I I jr. 1. I T Il ai l LI 1.1 u.. Q PROVIDE (2) I- w WOOD SCREWS = ® EA CH a o x20 GA - z H ~ O HORIZ. STUD UDS t w U = O O P- o '- CURTAIN # I v WALL ./., ./-• TEK LL. 0 STUDS - SCREWS .. SEE ARCH. v � BRACE A 0 1- FILE COPY ° Z SOFFIT STUD J ` aussE`` o e wns,,, ,9. CURTAIL WALL SUPPORT- . O �� y� - ..��.w � WALL PERPENDICULAR TO JOIST l� RECEIVED �� N OTE: G.C. SHALL COORDINATE WITH DUCT WORK C ITY OFTUKWILA ' o, , Fci l •• S° G � r !1DnC/'�rtr�nl JUN 1 0 2002 S i .o.a yam hwt ' � , TONAL T , PERMIT CENTER i I. .. 0 ,, I } f EXPIRES 1 s fO 2 J — AV6 it 1 b2- �� rn- 1 . i Irt �JJ:xF. PROJECT: JARED ,M1 r 1'. ' THORSON BAKER & Associates, Inc. CLIENT: JENCEN ARCt1ITECTURE -., ; ; ', .: Consulting Engineers PATE: 6 -6 -02 }' 1 ' 3030 We Streetsboro Rood 330 659 -6688 Ph. �"+{ Richfield, Ohio 44286 �330� 659 -6675 Fax TBA Job No 2002-0 0q5 DWG. No SK - 1` =i- „ 3 a+' .. 4 4 4, 4 ; , 7 - - .-- , —. :. t • y FIELD VERIFY SPACING 23 "x2OGA. BRACE 0 4' -0" O.C. z $ S I- w r - ....e_ ' 1 J U 00 u U) LLI J H #10 TEK SCREWS co O w M g (2) -3 "x2OGA STUDS AT u.. EACH tOFFIT STUD. CO d ATTACH TO JOIST = w WITH WOOD SCREWS Z i I- 0 i+ +j a z w + +/ t 66 ri IO t 0 I- (E) JOIST PROVIDE BLOCKING = w F.S. 1-• H u. O CURTAIN WALL 1 ui STUDS SEE ARCH. H H z �, RuWSELC d CURTAIN WALL SUPPORT - ' ms s' k(g' - � 5 ��'" c(' WALL PARALLEL TO JOIST `' ' ' "=1' _0" CITY OF •o. ( . It M. J UN1LI 2002 232.O1. 3 NOTE: t ' %,; ecl • V, GENERAL CONTRACTOR SHALL COORDINATE WITH DUCT WORK PERMIT CENTER ill ' EXPIRES 1 2 S 10NAl.G d : i i /z 3 /0 .1 M ° e , i ' Fri ' I vfi PROJECT: JARED '' � ik } • • TLKWLA. WA ? . '-l ry THORSON BAKER & Associates, Inc. CLIENT: JENCEN ARCHITECTURE ' . . ) , ' t ',, Consulting Engineers "'` "''' " ' DATE: 6 -6 -02 Ca 3030 West Streetsboro Road 330 659 -6688 Ph. grk; TBA Job N o. Richfield, Ohio 44286 330) 659 -6675 Fox 2C)02 ��95 I DWG. No. I SK 2 . y ;-` -. y 11. ti 3 ..w..+';WS`.3"CrMrr..,.no,.. ar...nyt.:r r vA.r. ..,a. „ „nnseM1•ve...., >.., ....r r;.R.,•:;., .... .. .., ...... . . ., i ,,.n , >r. .,y.. 7 f , ! S L I r q i S Z HZ W re 2 JU UO H O k (4) WOOD SCREWS Al, T 2 AT EACH JOIST , 0 g J - _____\._ Ya u.. < , co r.. = W 1 t F- _ Z H I- O Z 1— WW Dp 18 GA SLIP pN TRACK WITH o 1- WALL STUDS - 2i" LEGS i W H. U SEE ARCH. DO NOT CONNECT IL. t' TO SLIP TRACK ......e-, J` W z U = O I- Z RUSSELL t Op p �� O ' wnst - " yr �* ? PARTITION WALL SUPPORT- 23 WALL PERPENDICULAR TO JOIST RECEIVED � `AFC /STERN CITY OF TUKWILA S% %NALSO !i nt [EXPIRES 12 • �2.� 4 AIM � i} �UUL •.�: r :;- PERMIT CENTER U, tee. rill . - 1 - \___ PROJECT: JARED , ''s k ■ ■ ';,� TUICW�.A. WA , ri�4n 7�� THORSON BAKER & Associates, Inc. CLIENT: JENCEN ARCHITECTURE ° {9u :;,- Consulting Engineers # ' "'" DATE: G- G- 02.;�,��; 1 , 3030 West Streetsboro Rood (330) 659 -6688 Ph. "�„''� ; . T BA Job No. 2 002 0095 DW G. No. SK -3 '- "` Richfield, Ohio 44286 (330) — 659 -6675 Fax + =ti�;x.. ; a � �j�a N'iBIE{6x .. y . - rc°wrv- e..�;..�,�i�T:4is ?+ ={� `il �••....�.. i ....... �,_. - ..eu,v.,r.+.....t�.._. ✓.. ...... .., ..... .. .. ?.Yl .. , .:f: ,,,c, . . '�' $7:'lYCV.st6 5 ersa, r.. ..• N?+ru <rM^1':` ���4 ° ,.e�:1 , �tr !r;R`.n. arvx l �. e :.L' i r _ - -- , . , 4• y _`., S S I z 2i "x20 GA BRACE • ~ z 4' -0 o.c. w re QQ JU 00 CO 0 CD la PROVIDE -I LL WOOD SCREWS w O AS SHOWN d b Paw . P q c ( 11 I- -� ~.- " Z F 3� x20 GA Am- S UD Z 1— { 18 GA SLIP TRACK 0 4' -0 o.c. w w WITH 21" LEGS D o U CI ' WALL STUDS — _O.__ w SEE ARCH. H o DO NOT .1".— 3 L I TO SLIP TRACK h , Z w U= O I_ Z RU SSEL PARTITION WALL SUPPORT - � �`� o v W AS,,, l i ( �T' ••• F° WALL PARALLEL TO JOIST h . z ' NOTE: G.C. SHALL COORDINATE WITH DUCT WORK I � ' � ft .r USE TH DETAIL IF WALL IS ON A SKEW 4 3. 0 WITH RESPECT TO THE JOIST RECEIVED % eGIS TER CITY OF TUKWILA '/ONAL G „ 1.., . / JUN I 0 LUU2 — I EXPIRES 12 /2 3/OZ � l I n,,,.: PERMIT CENTER i ,, I ,, m4 4r42 1:nlit! -44‘; PROJECT: JARED , � ` s; •I. i%s a n TUKW�,A. WA � �a „ :y� , THORSON BAKER & Associates, Inc. CLIENT: JCNCEN ARCIHITECTURE ' d - ��t ' 4 ' F.; Consulting Engineers'd j DATE: 6 -6 -02 IIS ■ jW 3030 West Streetsboro Rood (330) 659 -6688 Ph. - Richfield, Ohio 44286 (330) 659 -6675 Fax TBA Job No. 2002-0095 DWG. No. SIC 4 411 40 , 1' .:�{./.cCU!'+4 �Y'k...rS{.1' TP' e' rWrAhs�^ .:�r.nN.1..V`��hiM'7'F.��sY✓1 wit{ t! �IfL: �. 5 :C�� J:' <.., �. t. ... ..�. .. ,. .. u,..N s . ..... ... ... ..1 a .. ..,....�.��. ...., .. .. .: 11�:..`s':. .. .. t':±s' »IA:,i.i ✓.<SA.�t 1 / ' -- , --, 4.r -, 4 \1 4 . ' -' r S S W W Z < • ' I I I-• Z W re 2 D -.1 0 O 0 • (f) 0 U) W La I —I 1... (2) STUDS AT OTF0FITjoSisTTUD. uj 0 /L A T T WITH WOOD SCREWS 2 g 5 ' u.. < co D I a r I I— 11 1 : :I I (E) JOIST z ri r i i ri ri I i , 0 z I— ILI uj 2 D D (3 2i" --- x2OGA. HANGER 0 0 u) ,, 4 -0" O.C. (MAX.) 0 - o !- EACH DIRECTION Ill uj 1 0 I — . I= L I 0 , Z N, / tkiSSELL Cli O w '',/ 0 E° 1.= I c1/4 o f As/ _ o ■■••■1•111111KMIO ■■■■•••■■•■11■4■411•11■■■.M.1■■•■1%.1111•1•IIIIIIIIMI 0 A`c' ..:,.• ..4 ',., ‘‘... z 0 t...T k/ 1.: 9 I 1 (4)—# 12 SWG GALVANIZED SOFF <0.) . If IT FRAMING STEEL WIRES. WIRES NEED , .• SEE ARCH ei ..• i ONLY BE INSTALLED AT 8'-0" . 232-011232-03 A, \ CENTERS. CONNECT TO TOP lb, 4 'ects - rt0 c , CHORD OF JOIST. s51570NALS14° (2)-WIRE SHALL BE ORIENTED N-S !EXPIRES /2/21 / 2 if (2)-WIRE SHALL BE ORIENTED E-W . RECEIVED SOFFIT FRAMING PLAN CITY OF TUKWILA . i"=1 —0" ,11,ii 1 U ZOO? : ,-- -0 ' ••,,, G.C. SHALL COORDINATE WITH DUCT WORK PERMIT CENTER o 41 7 . • 11"-__ PROJECT: JARED • • TUKWILA. WA - THORSON BAKER & Associates, Inc. CLIENT: JENCEN ARCHITECTURE Consulting Engineers . DATE: G-G-02 el, ass, i 3030 West Streetsboro Rood (330) 659-6688 Ph. all,Z;Y,ki44 Richfield, Ohio 44286 (330) 659-6675 Fox TBA Job No. 2002-00q5 DWG. No. SK —5 L.. • A4 6 , „ evaluate existing roof roof dl membrane sheathing rigid insulation joist ceiling soffit roof ll snow drift profile thorson baker & associates joist information from field survey chord members no joist designation or manufacturer information is available based on field survey typical joist allowable roof load check drift THORSON BAKER & As'"' Inc. Consulting Engineers Project No: Sheet No: 3//3 • • . ' • Project: Date: Project Site: Prepared By: _ ( T R/,fe A X0 j2v ► /Sr /Y %ttiR +/1 1 .. L ._ I _... 1 . _._1... f j �_1 i__ _)__ TJ H TM Series . _ ,_ • .D the "17^24.:�: Gt127::. £?9w3. ?30':. ;;' s;�'33: 1 :. x:7.36':r;i; t:�39'i . :42 ', s .. ..=,y:;:48 .....�-: 51 ...9;2 :•. 54 6' .;4 :.57; " >.•. 60 ti :.63 .i1i =Depth f^ Z •.Span: -',FL ; 'SL•: :•FL'` =,SL: FL :t..SL ':FL: =SL .FL'':t SL :FL °r;•SL; SL FL '..SL• FL -. SL 'FL`: SL 'FL •SL; "FL:� SL FL : "..SL' ,FL: SL: Span I 26 � _5z;s 506 506 508 508 508 508 508 508 508 508 506 506 501 501 492 492 482 482 470 470 458 458 447 447 434 434 422 422 »; ( ,(,) 5 N•' r r .-28, 483 483 490 490 490 490 490 490 490 490 489 489 485 485 478 478 469 469 459 459 448 448 438 438 426 426 414 414 A.28 „ • . '?:30`itr' 405 430 471 471 473 473 473 473 473 473 473 473 471 471 465 465 458 458 449 449 439 439 430 430 419 419 4 4 08 `u',30 ;: 0 0 rr}32.;_ 343 379 434 440 457 457 458 458 458 458 458 458 457 457 453 453 447 447 439 439 430 430 421 421 411 411 401 401 .' %32= 0 341 :,•; 292 336 371 390 429 429 436 436 443 443 444 444 444 444 441 441 436 436 429 429 421 421 413 413 404 404 395 395 -...34n CO W 3 252 300 319 348 393 397 411 411 416 416 422 422 426 426 428 428 426 426 420 420 413 413 406 406 397 397 388 388 '''.'i;351:',”; J 1I ;;438 :' 218 269 277 313 342 357 388 388 393 393 398 398 404 404 407 407 410 410 411 411 405 405 399 399 391 391 382 382 :38 CO '`'40" 191 243 243 283 299 322 359 362 373 373 377 377 381 381 386 386 389 389 393 393 394 394 391 391 384 384 377 377 : — V- 42: 168 221 213 256 263 292 316 328 354 354 358 358 362 362 366 366 369 369 373 373 375. 375 378 378 378 378 371 371 ";142''::: uj 0 _ 44 - 149 197 189 234 233 267 280 299 330 332 341 341 345 345 348 348 351 351 354 354 358 358 360 360 362 362 362 362 " 44..;• 2 :• 133 176 168 214 207 244 249 274 294 304 326 326 329 329 332 332 335 335 338 338 340 340 '344 344 346 346 348 348 .; , 1 c,46." : , . '48� 119 157 151 197 185 224 223 252 263 279 306 307 315 315 318 318 320 320 323 323 325 325 328 328 331 331 332 332 `t'4 : W Q '.r'S . 107 136 135 180 167 207 200 232 237 257 275 283 302 302 304 304 307 307 309 309 311 311 314 314 316 316 316 316 ` '50 :, C e:821 96 121 122 161 150 191 181 215 214 238 248 261 285 285 292 292 294 294 297 297 299 299 301 301 303 303 301 301 41 d ?, i':)54. ,.) 88 108 111 144 136 177 164 199 194 221 225 243 258 264 281 281 283 283 285 285 287 287 289 289 291 291 288 288 `�r.'54: ' 1 W , i',56. ,, 80 97 101 129 124 165 149 185 176 205 205 226 235 246 266 266 272 272 274 274 276 276 278 . 278 280 280 278 278 •;;56,;;; Z I r'58 73 88 • 92 121 113 149 136 173 160 191 187 210 214 229 243 248 263 263 265 265 266 266 268 268 270 270 267 267 ;.:6$'" 1 - ' • ^i.,60 67 79 84 106 104 137 124 161 147 179 171 197 196 214 222 232 250 250 255 255 257 257 259 259 260 260 258 258 a-.60.6 Z 0 • ,°62?4 61 79 77 96 95 123 114 151 135 168 157 184 180 201 204 217 230 234 247 247 248 248 250 250 251 251 249 249 .62y ? 647, :. 57 66 71 87 87 112 105 140 124 157 144 173 165 188 188 204 211 219 235 235 240 240 242 242 243 243 241 241 "64rij W W a66. 52 67 66 86 81 106 97 129 114 148 133 163 153 - 177 173 192 195 206 218 221 233 233 234 234 235 235 233 233 = 661 V 0 i..`68 ? 48 55 61 73 • 2 28 226 226 _;68 75 94 90 119 106 139 123 153 141 167 :160 181 180 194 201 208 222 222 227 227 228 ,• . •70 * 45 50 57 67 70 •86 83 107 98 131 114 145 131 / 158 149 170 167 183 187 196 207 209 220 220 221 221 219 219 ''-70. 1) 0 1- 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. tl,, — 2. Straight line interpolations may be made between depths and spans. I 0 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: F - r- • simple span, uniformly loaded conditions. LL 0 • an assumed 25% ratio of dead load to total load (eg.: 30 psf live /10 psf dead).These tables may be non - conservative if the actual ratio is aj Z . higher than'25 %. A more accurate analysis can be obtained by using the TJ- Beam'" software program. 0 0 • • top chord Z bearing clips. Higher values may be possible with other types of bearing clips. ~ I O 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or Z both ends. Cantilevers are limited to '/3 of the main span provided the inboard shear for cantilevered conditions is limited to 4,900 lbs. f T JM'" Series and 7,400 lbs. for TJH'" Series. • 5. Values in gray s a 1 areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. , • i • i REV. 6/97 W 6.11 • f :� ' ii1H ( 4 i ± H - L ' i ip, .µ1k 1., ; __ ENIIIIIIIIIIIII1 _ 111111111111111 III �� -•••• : L ± iL: i h _ ► _ - �. _ _ E ( [ 1 { I (7F iTU WIL �� _...... ____. , if II 1 [ 1 _Llu Vitii titi2r 1 .. . al _ . ..... �- � _... _ �� _ FE9MIT �__ !A fi r a; f I_ Th --- 1 -• ---7- 1 , ',IAA ,fti,7A4,1,•1' .f T a n: r�+ix»vi+ilotormrto+aatovotmomt ffitI ;PIVITM)41 x,91- +tn'scs,w, -, n . vvc-.r ............. 1 I "` _"" n'''Y ' ) - , S ■ b Z ~ W CL 2 D JU , H Physical Structural Properties- 3 -r1 /2 C Studs '�DIETRICI-1 W 0 • k ' "' . :,,, ' "''''' MEMBER " ~':' <'.`'• `.`. .r,.-- GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES TORSION AL PROPERTIES - 2 • (•I:Y` :., . : S•:.:• ' ;, • Minimum .. 33 KSI 60 KSI J • t ' , Design liv Deered ' x D • , Flange : Lip Thickness Thickness Weight .Area Ix Sx Rx Iy S fly I Sx Mx Ix ' Sx . Mx Xo 100D Cw Red II ' ! . CODE GAGE ' (In.) ., (In.) • ' " (In.) .' ' (in:) ;'' (Ib. /lt.)• • (In?)•. , (In±) (In ?)'` (In.) (In?) (In ?) (In.) (In!) (In ?) (In.-lb.) (In ?) (In ?) • • (In.-lb.) (In.) • ... (In!) ' (In") (In.); BETA I 20 1 -3 /8 3/8 0.0346 0.0329 0.764 0.233 0.446 0.255 1.383 0.060 0.062 0.505 0.446 0,245 4836 -1.035 0.093 0.151 1.800 0,669 CWN 18 1 -3 /8 3/8 0.0451 0.0428 0.982 0.300 0.568 0.325 1.376 0.075 0.078 0.499 0.568 0.325 7159 -1.028 0.203 0.189 1.788 0.670 Z H : 16 1 -3/8 3/8 0.0566 0.0538 1,219 0.373 0.697 0.390 1.367 0.090 0.094 0.492 0.697 0.398 9001 0.697 0.387 13038 -1.020 0.398 0.228 1.775 0.670 F- 0 14 1 -3/8 3/8 0.0713 0.0677 1,508 0.461 • 0.849 0.485 1.357 0.107 0.111 0.483 • 0.849 0,485 ' 11304 0.849 0.485 16767 -1.010 0.780 0.272 1.759 0.670 Z I-- 20 1 5/8 1/2 0.0346 0.0329 0.849 0.259 0.513 0.293 1.407 0.099 0.092 0.619 0.513 0.281 5558 -1.345 0.104 0.274 2.042 0.566 j 18 1 -5/8 1/2 0.0451 0.0428 1.093 0,334 0.655 0.374 1.400 0.125 0.116 0.613 0.655 0.374 8121 -1.338 0.226 0.345 2,031 0.566 = Q , CSJ 16 1 -5/8 1/2 0.0566 0.0538 1.358 0.415 0.805 0.460 1.393 0.152 0.141 0,606 0.805 0.460 10206 0,805 0.447 14811 -1.331 0.444 0.418 2.019 0.566 14 1 -5/8 1/2 0.0713 0.0677 1.683 0.515 0.984 0.562 1.383 0.184 .0.170 0.597 0,984 0.562 12815 0.984 0.562 19060 -1.321 0.871 0.503 2.004 0.565 O N 12 1 -5/8 1/2 0.1017 0,0966 2.342 0.716 1,336 0.763 1.366 0.242 0.223 0.581 1.336 0.763 18220 1.336 0.763 26959 -1.295 2.468 0.653 1.970 0.568 0 F_ • 3 -1/2" Track = W , 20 1.1/4' LEG 0,0346 0.0329 0.673 0.206 0.388 , 0.217 1.373 0.030 0.030 0.380 0.334 0.159 3149 -0.680 0.082 0.066 1.578 0.814 F-• FU-- 18 1 -1/4' LEG 0.0451 0.0428 0.873 0.267 0,504 0.281 1.374 0,038 0.039 0.379 0.462 0,226 4465 -0.678 0.181 0,086 1.578 0.815 0 TSB 16 1 -1/4' LEG 0.0566 0.0538 1.094 0.334 0.632 0,350 1.375 0.047 0.049 0.377 0.611 0.307 6060 ' -0.676 0.357 0.107 1.578 0.817 , , Z , 1 14 1 -1/4' LEG 0 0.0677 1.370 0.419 0.794 0.436 1.377 0.059 0.061 0.374 0.794 0.415 8199 -0.673 0.709 0.134 1.578 0,818 W co 12 1-1/4' LEG 0.1017 0.0966 1.946 0,595 1.136 0.613 1.382 0.081 0.085 0.368 1.136 0.613 13792 -0.664 2.050 0.188 1.577 0.823 U = I- . ;, Physical Structural Properties -3 -5/8 C Studs z ~ ' i1 : ? ..vp.i,, ; k ., "i,7t }7 "•�). tt, , 1 ,''', : '' 3l r V ,1, *? :./T l P�,'.M, GR OS C TION PROPERTIES ■ EFFECTIVE SECTION PROPERTIES - l ,, �r. r .. },,. ,T...,, , t. S,SE ' 'TORSIONAL PROPERTIES:`,...? - ` 14-4lyta$;}j. t� ' ''M1 r t Ll;l'r':'' j) t e r i( r p 7 �.,,•;.:f, '.:rlo, r 'a1' SR- Y`JJ.:. 4 i ' r. . . ,. .- ,x •Y, r^,1 �.,1� ".� f 5 i�;�da ,,4..Minlmuini o�,�;�, ,r~ �^ . r!ye r .. �''f,� l 1) 33 K SI 60 KSI r : ' :I. � ' ;: ,•• „ _ , 4 • r,tyt i ,iS.�;, i � } �. -4 , +trt �; ',C� 1. s is T wtr.• i'1 : �i t � tl {J •S l. : . ) ��` • i. r � i r.,: � : !.�• r , yy ; f ;, pp -0 N ? , i . , 4,,; ; rt nt a ?• , ' 1 ;; 1, El' - )1DesI n:.' lDeliveredi �- ";, -y t . i :L" ',r t...,.f ' ;`; •,t Si " !. 1 ; 1 ;1:1 • � YAI. ii lf r 2'� C 7 Y ;. i ; ,r .J,} 9 ) r. R. IP,L:Y � }; !ti r:i�' ;�!• , t . . � � x ,�•. .,' ,, t: :!�1.L,? art• 11 Flango '�! Thickness (Thickness ,Wei ht's '' � Ix �, 1 S:Sx .; Rx I Sy R I S _ M 'I ' S 'M X C ?:".‘1:107:'...• ` .p ' �! ° � ' % ".0 :. � , ,; A Y , ,= � , � ,� Y Y Y x x x x� x` x a 1000 w` _ r . 0�.�';�: t r CODE: <GAGE , ,, (In.) : (In',)s . ,,(in!) Av• 4 (In) /','' (Ib:t /It,) '(In ?)'t "'(ln:+)• ., . '(in? in. Ind in ?) (in.) (In!) (In ?) (fn.•Ib." (In) (In ?) (In. -1b.) (In.) (in±)' (Ine) (In.) BETA; 20 1 -3/8 3/8 0.0346 0.0329 0.778 0.238 0.484 0.267 1.427 0,060 0.062 0.503 0.484 0.256 5067 -1.022 0.095 0,163 1.826 0.687 CWN 18 1 -3/8 3/8 0.0451 0.0428 1.001 0.306 0.617 0.340 1.420 0.076 0.078 0.497 0.617 0.340 7502 -1.014 0.207 0.204 1.814 0.688 1 16 1 -3/8 3/8 0.0566 0.0538 1.242 0.380 0.756 0.417 1.411 0.091 0.094 0.490 0.756 0.417 9437 0.756 0.406 13671 -1.006 0.406 0.246 1.801 0.688 14 1 -3/8 3/8 0.0713 • 0.0677 1.538 0.470 0.922 0.509 1.401 0.109 0.112 0.481 0.922 0.509 11858 0.922 0,509 17588 -0.996 0.796 0.294 1.785 0.689 `' ) � ' �m m . 1 �. 5 �'" 07 " "" 0,100 0.09 0 0 6 58221 -1 0 0.294 2 .063 0.585 . , �^`�"^"""'lu- 1•ottt . 3i - - 0.0428"•" 1'T ° 0:392• - 1�1'4CY' - O:f27 0.117 6.6•1 0.7T0 0.392 .; 8505 -1.322 0.230 0.371 2.052 0.585 CSJ 1 1 -5/8 1/2 0.0566 0.0538 1.381 0.422 0.873 0.482 1,438 0,154 0.142 0.604 0.873 0.482 10691 0.873 0.468 15513 -1.314 0.451 0.449 2.040 0.585 1 :..! , 14 1 -5/8 112 0.0713 0.0677 1.713 0.523 1.068 0.589 1.429 0.186 0.170 0.596 1.068 0.589 13432 1.068 0.589 19977 -1.305 0.886 0.540 2.024 0.585 12 1 -5/8 1/2 0.1017 0.0966 2.384 0.729 1.451 0.801 1.411 0.245 0.224 0.580 1.451 0.800 19114 1.451 0.800 28282 -1.278 2.511 0.702 1.990 0.587 • • ' , 20 2 5/8 0.0346 0.0329 0.976 0,298 0.654 0.361 1.480 0.179 0.141 0.774 0.639 0.317 6261 -1.763 0.119 0.573 2.429 0.47, 'x . 18 2 5/8 0.0451 0.0428 1.259 0,385 0,836 0,461 1.474 0.227 0.178 0.768 0,836 0.448 8858 1.757 0.260 0.725 2.418 0.472 CSW 16 2 5/8 0.0566 0.0538 1.566 0.479 1.031 0,569 1.467 0.277 0.218 0.761 1.031 0.568 12364 1.031 0.510 15279 -1.750 0.512 0.884 2,407 0.472 : ,.••v 1 ' , ':1 " {; 14 2 5/8 0,0713 0.0677 • 1.946 0.595 1.265 0,698 1.458 0,337 0.264 0.753 1.265 0.697 15520 1.265 0,684 22694 -1.741 1.007 1.069 2,393 0.471 . : ;; 7,' ,, • 12 2 5/8 0.1017 0.0966 2.717 0.830 1.728 0.953 1,442 0451 0.354 0737 1.728 0.953 22050 1.728 0,953 32746 -1.715 2.862 1,409 2.359 0.471 ,'`' '''' %� "''' ' 20 2 -1/2 5/8 0.0346 0.0329 1.090 0.333 0.765 0.422 1.516 0.302 0.194 0.952 0,717 0.341 6730 -2,235 0.133 0,960 2,863 0.391 • , ;_;, 18 2 -1/2 5/8 0.0451 0.0428 1.406 0430 0.980 0,541 1.510 0,385 0.247 0,946 0,973 0.475 9396 2.228 0.291 1.216 2.853 0,390'= ' CSE 16 2.1/2 5/8 0.0566 0,0538 1.752 0,535 1.211 0.668 1.504 0.473 0,304 0.940 1.211 0,603 11923 1.151 0,548 16411 •2,221 0.572 1A90 2,842 0,389 -. '' 14 2 -1/2 5/8 0.0713 0.0677 2.179 0.666 1.490 0.822 1.496 0.577 0,370 0.931 1490 0.796 17320 1.474 0,687 20583 -2.213 1.127 1,811 2829 0.388 ��t " >: �' 12 2 -1/2 5/8 0.1017 0.0966 1 3.049 0.932 2.043 1.127 1.481 0781 0.500 0.915 2,043 1,127 25346 2.043 1,082 36267 •2.187 3.212 2.409 2795 0.388 .;` r , �tcj ' ; ; T rack .. , „ . •, ,.. . t j 4 ,, ,. C:; • ,, ; : , � !. 20 1 -1/4' LEG 0.0346 '0,0329 0,687 0210 0.420 0.228 1.415 0.030 0.031 0.378 0.362 0.168 3317 •0,670 0.084 0.072 '1,610 • 0.827 i4 " ' ,1:: ' '! 1 18 1.1/4' LEG 0.0451 0.0428 0. 0272 0.546 0294 1.416 0,039 0.039 0.376 0,502 0.238 4696 •0.668 0.184 0.093 • :1.610 ' 0.828 G !in! �� ' , . -. '• 1 'TSB ' 16 1.1/4' LEG 0.0566 0.0538 1,117 0,341 0,685 0.367 1.417 0,048 0.049 0.374 0.663 0,322 6364 -0,666 0,365 0,116 " ' 1.610 0.829 ' + r�' i W.':,, ,.', 'i:l ., •. 14 1 -1/4' LEG 0.0713 0,0677 1.400 0A28 0,861 0A57 1.418 0.059 0.061 0.372 0,861 0.435 8600 •0.663 0724 ' 0.145 ' '1,609 ' ' 0,830 1 ll i } ' Y 1 . ' ; '' ''12 1.1/4. LEG 0,1817 : lL0;096p}/,.11,.987 0,607 1.231 0,643 1A23 0,082 0.085 0. 1,231 0.643 14457 -0.654 2.094 0204 '1,609 0.835 • ,.4,„:„.„..',,,,, NOTE 1 Reference typical notes on page 4. -.1'' '11 , 1 1(INIL - �( t ' • r ♦ ',1. .5 1; '' < �i ,.:�: /;' ,:f L 1 ' .' ,- : n r ; , l ,, . • 5'r ' III n.. • .+,r + . T ... wt, • �r N 117, -n•y, e�, 4x - - ...,... ■ e".- { _ , • Mk iiiii PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -28 -02 PROJECT NAME: JARED THE GALLERIA OF JEWELRY z SITE ADDRESS: 16840 SOUTHCENTER PY ~ w Original Plan Submittal Response to Incomplete Letter # U o Response to Correction Letter # X Revision # 1 After Permit Is Issued CO z I— U) 2 DEPARTMENTS: • Q Nqp /444- frz- tit 61.3• a Buiidi ivision 10 Fire Prevention .0.1-' L7 Planni g D ivision H W Publi orks 4 1. Structural ❑ Permit Coordinator z LL I— O Z I- CU ui DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02 -02 2 n �,/ U { Complete L( Incomplete ❑ Not Applicable ❑ 0 Comments: = W H H u. O Z Permit Center Use Only • i d U� INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route [Yr Structural Review Required q ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7 -30-02 Approved ❑ Approved with Conditions [i Not Approved (attach comments) ❑ Notation: �5i' I , REVIEWER'S INITIALS: DATE: � ''''`' n 1 1 ", I,e k ;. Permit Center Use Only i ti � ;�,; ,�;`, :'' t r n CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ .Fire ❑ Ping ❑ PW El Staff Initials: ' e lhVx Documents/routing slip.doc t 2.28.02 y_' *2 ;G`�t,'' , ; ,1 t• * ) § r a .n x v t W r}r - 41?.d,9:• ,,,,,,,› ,, ` .'421 ., , -... .. r.., , ,. ■ . .. -- , ,r - 1 - ,_, -;�� e.'" - ~�� •....q City of Tukwila o. r �` , Department of Community Development - Permit Center < , .49 % jo ' 6300 Southcenter Blvd, Suite 100 ' mo d' \• � Mt', f 2 Tukwila, WA 98188 41 ...."-- 0 8-''' , (206)431 -3670 z h. < r ' -t REVISION SUBMITTAL ce w Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v p . I through the mail, fax, etc. w = J H U IL �v� —(0y w0 Date I v � D Plan Check/Permit Number: 2 0 Response to Incomplete Letter # u) • E Response to Correction Letter # I W Revision # L after Permit is Issued ?_-- I z O ' 111 ui Project Name: J c e ecJ.5 T 2 Q,t QJ` ( � U p . • Project Address: /44,101.0 /68(1 © J -5 Uc�� h Gp_ A 4-e,, pbc.r. (-< <.,, , 0 — Contact Person: .J .o. f l L 3L he ‘ RQ , Phone Number: L,7 5` — S5/ , f 7 = v I- L S ummary of Revision: 2 0 (.✓Q• i n� 1 H e H11 -F- o f f h �e A /G(7 5 rotli.k (, u. z "I ECEIVEI crr'Y OF TUKWILA r ;.1,, t PERMIT CCNTER Sheet Number(s). 2"0. "Cloud" or highlight all areas of revision including date of revision ` -` `k , Received at the City of Tukwila Permit Center by: [' Entered in Sierra on � r-aZ Atrfti, e, > 6 ?: 4.: ,, :. 08/30/00 %lif C a .. ,CiS. ;. tY5 ... ++ , ?,S..v F+, f.. �., i. u . i' Ia'. N+ V. s ^. Y�ZNf�Webf /H7b'�R 1.'.' .- M: NNI. YkKt47k l4r*w:�w'n..ww. +.. .,............... ... _ ...r. «....:.. .n.. « ........... ...v r.. .»..s...r « r' Y'+ u'l n' i' +.;N:-.'f, ":'•d4•!in�' * nj.Ati`i`# °f5fk"X.v:!>. ? _. 1 '\: PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -28 -02 PROJECT NAME: JARED THE GALLERIA OF JEWELRY i SITE ADDRESS: 16840 SOUTHCENTER PY w Original Plan Submittal Response to Incomplete Letter # v co o • Response to Correction Letter # X Revision # 1 After Permit Is Issued X W O DEPARTMENTS: u.. Ei2 d Building Division S. Fire ❑ Planning Division ❑ = W Public Works ❑ Structural ❑ Permit Coordinator ❑ ? I— I— O Z E- ■ W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02 -02 2 p 0 Complete a Incomplete ❑ Not Applicable ❑ p F Comments: 111 U 11.. O Z P ermit Center Use Only U to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: - o I Y Departments determined incomplete: Bldg ❑ Fire El Ping C3 PW ID Staff Initials: Z , TUES /THURS ROUTING: 3 Please Route ❑ Structural Review Required ❑ No further Review Required I REVIEWER'S INITIALS: 1481' DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7-30-02 Approved 4° Approved with Conditions ❑ Not Approved (attach comments) ❑ , Notation: 764.4%.‘0,4 tsis.uitt I '' , .A., - REVIEWER'S INITIALS: DATE: ' tt ',"1 Permit Center Use Only ' ^ r; ' u " CORRECTION LETTER MAILED: oct . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: `f e y =' t'; i t :,. ' r 1 i Documents/routing slip.doc ` y F 2'28`02 ,'t>`.d'•:, .r v krik. `r ., 9kNA•+.. -._ .....,,....,..,, w- .•.rrnm w.weer,.wwt..,wa.a!' n .,, •...rw.r.....,...,,v.,....... ... .. _ .. _- .,... ^.. ..,.,,s ... .,....nv..,. . ,. r a= <." e:. Y... .. .. . .,r. . "t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -28 -02 PROJECT NAME: JARED THE GALLERIA OF JEWELRY z SITE ADDRESS: 16840 SOUTHCENTER PY z Ce 2 1/j Original Plan Submittal Response to Incomplete Letter # v 0 0 Response to Correction Letter # X Revision # 1 After Permit Is Issued w z i J \ ui 0 DEPARTMENTS: g J u_ Q Building Division ❑ Fire Prevention Planning Division ❑ = C! Public Works ❑ Structural Permit Coordinator ❑ Z } _ .. . I— O Z I— . L1.1 W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02 -02 U D Complete ❑ Incomplete ❑ Not Applicable ❑ O N lete 01-- 1 Comments: w W l I0 u- p Permit Center Use Only LLI Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: ' s Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 7-30-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: S & 7P R 44 —TE1) 1 /'-3/oz__ REVIEWER'S INITIALS: (C 2 �/1� DATE: ` I / o ' �,'r`�' ±���'` Permit Center Use Only t`''i:< ., e� 4� CORRECTION LETTER MAILED: La" ' , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t a, =. 'IF��yr�ii y MI M Documents/routing slip.doc 2.28.02 ` Co- „r,An;a pzt .�l' r ti"i 1......'. , a; .. Ci ca'.... 1 St %G91rii'......`�Yt.'... ..aw`wur +•.. . ... . .... �„.... ...... +...... .. .. .. ..,_...w.o... I t-" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -28 -02 PROJECT NAME: , JARED THE GALLERIA OF JEWELRY z ._~ SITE ADDRESS: 16840 SOUTHCENTER PY 5 Original Plan Submittal Response to Incomplete Letter # i o Response to Correction Letter # X Revision # 1 After Permit Is Issued W i N. co ■ PLAN REVIEW /ROUTING SHP ACTIVITY NUMBER: D02 -107 DATE: 6 -28 -02 PROJECT NAME: JARED THE GALLERIA OF JEWELRY a SITE ADDRESS: 16840 SOUTHCENTER PY 1- W J V Original Plan Submittal Response to Incomplete Letter # 0 O U) Response to Correction Letter # X Revision # 1 After Permit Is Issued w i - N w co O DEPARTMENTS: LL a . Building Division ❑ Fire Prevention ❑ Planning Division ❑ z C! I- al ,° Public Works Structural ❑ Permit Coordinator ❑ Z � ZI- W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02-02 N m in U Complete ❑ Incomplete ❑ Not Applicable ❑ 0 Comments: W _ LL 0 ! Permit Center Use Only ... j Z co INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H Departments determined incomplete: Bldg ❑ ,Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: k , Please Route ❑ Structural Review Required ❑ No further Review Required ' ( REVIEWER'S INITIALS: INIAIN DATE: 7/2/ , I APPROVALS OR CORRECTIONS: DUE DATE: 7 -30-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ _ Notation: .,.t; , 4c ? ` REVIEWER'S INITIALS: DATE: ,,,,` � . x -j Permit Center Use Only f `" .� ti c l }. ,. v r CORRECTION LETTER MAILED: ,,5,, De partments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: `'r: X; caw% .,S 1 _ ,` ..;11 o._ Documents/routing slip.doc " } ' ,, '!!� q +A 2 -28.02 `- ir•.aP�ig "F� W:Vra : . • ypa+ wine,.,,.,.... w.,.,...... hw. nTM..,., rw...+y..... nn•rAak+wr!r.?i'.�yj,T.nr,WPM?r Y?2+!};ftc! {:+,J'.'d' aim« n: noe.. :'+�..rr:n�r. „ , , :...,:.....,..- ,n.......,.••..+, - .... „.. .....w_u_.. .._... u...,.. •, ,p... !k....n'A ... .YT_> d.w..x'n LAS �viv yt , �} _ _ -- Zr-- ' ...---- 1 - ..., .. * ) ran Permit Center Use Only 111N.W;i% CORRECTION LETTER MAILED: 040,3e, Lill . Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: MgrilLP,v41,1 Imaj PERMIT Document COORD COPY s/rouling slip , „ i* 2-2842 7-4t6MY ■ __ -•.,« 4 • ,'." w City of Tukwila /0 &! \ 2 '. Department of Community Development - Permit Center �(i' ia 1-+ a 6300 Southcenter Blvd, Suite 100 N \ jr Pa .' Tukwila, WA 98188 , *.. ' - -i ('''' O (206)431-3670 , 7908 -- z VISION: SUBMITTAL a Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v p • , through the mail, fax, etc. N W Ili i Date: / /I3/ Plan Check/Permit / it Number: 1)02 — �0 w O M 0 Response to Incomplete Letter # J X Response to Correction Letter # / = d w E] Revision # after Permit is Issued z = i ZO j J � CQ cJ �J w w Project Name: Y/ 0 - ""'7 _._ e /r ? o y /6 84 0 5o Ur. i rp./i � o s Project Address: Pk U Contact Person: 5/& Cr'h � er Phone Number: (3330) CO -SCif w w S ummary of Revision: Jb V I S c 4 e �&) n204Y! I V? t - 7' / vt CI wt z KC /// i, / V o 4- - E__e r c{. ilitir7 .5C6 i if/Je V U� PI Cp z fipt;Piv tied loyP4I • ())*5 • x)0 Ro 62_,A1A-y7,',.., c).,_„,„,t/L1 v i - - K-t-1 • 3 CL & e.10Y' .t d . I la i Sheet Number(s): ,K • ki "Cloud" or highlight all areas of revision including date of revision 1 . 7 it a 4, ), Received at the City of Tukwila Permit Center by: ;�i+ I [ Entered in Sierra on 3 ° t }' � '`n> 08/30/00 �` 4 x' y � � j y1 f,4etx. :. ! ��. 2�. v�ww�. rtmwtrlr< xw. Y�: luap+ ii4Yw` nYdlRi'" rp��iV4+ f' �! M4 H£ Jh!' �:± 1N' na Etwvn} o-uY :.:.,... ...... ........,. ..,.....Z ..« .:.•a.• + . . ..:.:••::. n. t:. r: i..;.:... rha.?. w.' a ;+�Ar }w:•..1- , yr.- .ir:n.,.r �f.wMi.�,., :+•Ae;;l':�;rry;' c ..r4a. , • - .-- i- i- •1 • , 06/13/02 THU 12:29 FAX 330, 668 5050 REAL ESTATE 002 • , . . . . • V �""'•u�,z�c� • • — [ : R � .,1 i: ,� -��y; ' J E T�.I E 'S . • : x.:w V :,� 71 C Jun 1 2 2002 .' : re 6 ' . •• -10 1VIs. 3oanne Spencer CO o • . • • City of Tukwila •' ' • ' .. • ' : '.; . Sent Via' Facsimile to'206-431 -3665 . • • •' • • ' • . CO i • • • • ' , • Public, Work Department • • • • : • .' .. • , ' • . . ' • u) 1.- ' '. • ' 6300 'Southccnter:BIvd. • : ' • ' ' • . : , • . ' , • • , • , ' w o • I i • • Tukwila 98188 ... . .. . _ .• • • .. : , 2 • , . ' Re: Jared Permit'Application # D; 02 -.1.07 • • • • • ' ' • ' ...• • • u) . d :. • . ' • ' • • • • . • • • • . • JUN 1'' . "W • • : ' : • ' M s ..Spen c er; • ' UIC4 �,�IL:F� ? • PUBLIC .1I1/t�RK� ' z O • As you requested I•have completed and attached the Non Residential Sewer Use Certification form' • • w uj ' ' '• for our Jared store',planncd'at •.16840 :Southccnter Parkway: ' shall forward to'you the "'hard, copies'; • , D o U • • • once I' receive them•froma your office: • Thanks for faxing me''the form.',.' • • , • • ; • • • •• • .' O co al— • • • Regarding, the• Street Frontal;lniprovement, Proportionate, Fair Share Agreement we do not it is' •• • • • • i 0 applicable to our Project; 'Our .reasoprng:is as • 'follows . ' • .: ; L • ' floor' area: is. increased by, 20% • . • ' . •. , •: • [ii Z •U U .. We are•not increasing the floor area 'in any amount. ' .. " • " • � • ' . • .>:. alterations;, repairs, remodeling'exceed:25% Ogle previous building vlu ae' • ; • • ' ' ' ' . Z . ' : . . • • • The' renovation does not exceed the previous' buil by more than 15% as . , '; • . • , the improveinents•we intend are primarily decorative and the greatest portion•of' . • . ' •• • : •'the•value only support our specialty business as :a jewelry.stoie • ' • t . • • : ' • • • • . •• .25;000 'square feet is added • ' . • ' . ' , • • •• ; • . W, e'are not increaing the building area in any amount • • • • ; • • . • • • , • ; • • •• _ •• : • . , • S, ' or building value is increased by $250,000:. • • • ' • • ' • ' ' •.• ,As :stated above' our project will not•increase'the bwlding' value by mope than ten to' • . ' ' • . • •' fifteen percent •of the'$25D,000 figure. " ' .. : - 4 , . - t . . , • ,Ms. Spencer, to •further assis your of liow.the costs •of ou bre <I• offifer o u; the following itemization; f our reinodel 'costs- • I'have also given in explanation of each item, as to: • : ' • • • • , • ''. �• ''��: •_ whether•the specific line, item; would increase, property value,, includ no ting the imp rove m ents ' . ' , . i `„ ;�,. • ' that we tr fixtures: ' • je . �;'.,,: , ' will'install as acle 4 t�f« $,' . x:,, Z', f • • ,. A eV f* w•.1:. . W�':. 14+;< • .. / J,.;; • . • • • .. • • • , , , . . , ' . • • . • • . • ' • . , . •• ' ., . • " , ' . .. ' • • • • ..: • , . , ; , . • • • • • • . • •• . cm , . . . . . . . ..., ... . . . ...... ". ......... ... .. ....................... 3.75' U HENT"'ROAD " AKRON • • • OH; 4433.3.4600 V:� „,N,,,f,{,R_ • 64.000 ., . • • ti 01 ..;L. ....u+..:vnhbanr..4K + rkw a. :,i. . ,s,�rs•w• ' r« r. *. �o., >s. • � u, � x, v r� v .r 'e^S N 4 'Yt 'S � d x4.4 +...e, <,...:.. a: . •.. ., -.. —. .,,,,.,.,. .....: .. _ _. .- ...,,. ,. w„ � m R?= ?':,�:'s* i to # ?: :YR <i:•3w'!%€7 d.;ix -� _.. ,y.ats•LL.:,. .,,. ... .. 'q' N .,. 5YK' .. s•hY.d. 4 - i . . S- 06/13/02 THU 12:30 FAX 330 668 5050 REAL ESTATE 2003 • •i� a�' • Jll.ltl 1 200/ - • . • '• • Renov C Br • • .. • ' ' ' • • • ' ' • 3 ;�L =I L�'. • fg 'itiii ' . •:; . .-T:. ..L' •,:g : : .. • ;••• rXr l,` d' - •:! ^ ;• �, •ir •-- ,' - -^ '1:. __ ;: .. »., •.:�.,, ,.r: ,.� . •rp;r 1: ,•�'crl� 5'-: •`+- j•'= "�''�DCFCa���. .��,�,jy'��1}yey � '%:�if =- •'.:.•`s,•ri. •• .. `SP:t:,. - •e ?cS ( +`.+ •' •�1.�. ., - . ,i�p .T .• 2 _ 7, - .• : - .. _ • Demo of current restaurant'interiors 50,000 :0 1 Z • • ' , ' : 'Brick, Concrete & Misc +•Masonry • ' • ' • • • ,.12,400. • •• 0 • ' Most'of this is to repair floors from•demo of • • , I- Z • LLJ ' ' • :life previous restaurant • „ ' • • • ' Ce 6 • . Carpe Millwork / Showcases ' , • ' . 246, • ' , • $50,000 • Most of the value is for our custom jewelry • • • ' , • ' U , showcases, which are not a leasehold • N p • • • . • , • improvement • .. W w 1— . , . New storefront doors' and windows . • • 39;300 "S9,825 ' The wasting doors and windows•are only 5 •. • ' .. W u_ .. • . _ years•ol and 'currently contribute to the:' Lit 0 • • • . • ' ' • . 6ui (ding value•• We are able to assumc•that • ... ' • . 2 }• •• ' 25% of the. value of our new storefront • • • ' 5 doors and windows'would increase building .. J . � a • • value.. . •' Cl) = . .. Finishes; ie: c arpet•, wallcovering, window blinds, , , • 50,000 • $10,000, Interior decor items last from 5•to'10 years. •' I- W _ floor tile, • etc , ' : ' . and then must be replaced;,' ; . ' • •. . . . '• Z I - • 1 • ' ' • 1 AC'Syst • ' • • ' " 1'6,000 ' ' :$4,000' Th'eexisting:I•IVACsystem • i,,only5years' •. ••. . . :, ' W W • .. old and currently contributes to the building • We w ill, re use the existing rooftop .cquipmeni and ' , • . 'value. m t] alue.'We'are'willingto assuethat'25 % :. ' ' D • j replace'tht ductwork to fit cur ceiling and floor . ' • , ' • • :' Of the value 'Of tt�e•,modiftcations'could ' to plmt. • •' . increase Building value. • ' . • . • • ' • • p F- W W • ' •' . Fire Sprinkler Modifications . . ' , , 8;200• •• $2;050 The existing'rire'Sprinkler'system is only 5 ••.• . ' H U • _• • • ' years old, and currently contributcs'to the .. • ' • i- • . The hose System' and trunk lines exist today,'wejtrsr ' ' ' , building value. We are willing to assume„ . ' '• , — Z nrr modify.lo f t our.ceilingaitti floor plat:: , ' . that 25 % value of the modifications s' ' ' • w N • • • • could increase building• value• • ' ' V = • 0 I • ' • •' • . ' •.Plumbing•Modifi ' • •• ' . . • 18,200. ' .$5,000' ,. ' We arc maintaining the existing xisting-'publie. ' • • • Z . • toilet, rooms from the restaurant,' Our .: • • . • • ' ' , improvements' are limited to .our installing .. . '• ., • . • . . . • . • • • some sinks, water fountains, and: gas• lines• . • • • ' . • • . • • to our shop- • . Electrical Modifications •• • 60,000' • `$20,000 ' 1 /3' the portion of this work could be . ' . ', . • • . • • considered to increase the•building .value, ' ' • • • . ' TOTALS , '$500,325 , • . $100,875, • As you.can see, we not exceeding, , • . ' . • • ' • . your:threshold 0,0 value or $2500 In , • • • • .. . , bnlltilt improvements. • • •Hopefu i ily;•tlie nforxnation•I've provided will be sufficient' f your de to ap prove,ou r ••' . .. •• . ' • ' :•request' for a briilding permit. Should you have anyoother•questions, please call meat .your earliest: ,• • : ' • . • • • Sterling Jewelers; Inc., • • • Y=w. A f ' ' 1 .k..440 ........., . . , .. ... . . ... . , ....... •. ... , II:, A4`A Stoven Greenber e r • . , . . cxi��.x" �, • ' ' ' 330- 668 -51 • •• ., • .. : • ' • s ,v s • t ;� ..,.a• M41Rfi g !kv,E.yA ,E ` ;ie.f },4 ...., k- ,wrcn.•..,>.-.... •,,. ..t•.� } ax M^,�- ,:• +�a.;n:.�+w,u'LS:,<•. ( • x�ry•• .•••�,�.,•.•<.�t�ma +•ra :.rhrri•ti' . w• ar*: n Teav!. +:�!•rrr�ev try, z• ?r '�NS'Ct4,w�A+3!:srcv5, wrrt - i- i ' r , • Consulting Engineers i THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road (330) 659 -6688 phone Richfield, Ohio 44286 (330) 659 -6675 fox 111 ■■ � A RE E:~ V FA z J UN 1 0 2002 z TRANSMITTAL re W DEVELOPMENT -J0 Date: June 7, 2002 Project No: 2002 -0095 . N 0 COW i To: MR. KEN NELSON, SR PLANS EXAMINER Project: Jared Jewelers —J F TUKWILA BUILDING DIVISION Project Site: Tukwila, WA W O ' 6300 SOUTHCENTER BLVD. Sent Via: Overnight X UPS 2 S u. Q I co 1 TUKWILA, WA 98188 Delivery E -mail = d F- W 1 From: A. Metzger Mail Fax 10 +1 z = t~ 1 No. of sheets +cover zI W W 1 ON j Copies Type Drawing No. Description 0 F— • I WW • I 0 4 81/2x11 SK -1, SK -2, SK -3, SK -4, SK -5 Curtain Wall, Partition Wall, Soffit Support Details LI 0 ' _ 4 Calculations v N H = O H- z i I ! 4 These are transmitted as checked below: l For Approval As Requested For Your Use X For Review & Comment I Remarks: The enclosed calculations and details are in response to the building review comments dated May 22, 2002. This information will also be faxed to Ken Nelson at the Tukwila Plans Division. (Fax: 2 0 6-4 31- 3 6 65 ) i 1 i .Y s Vi , ,. `` Distribution: TBA File, R. Hieneman (Jencen, fax 216 - 781 -0134) f ? r N , 1 gi: m , CORRECTION vtta i ,� LTR# 1 W: 1200212002. 00951Documents1Transmittals120020095 __tr007.doc Structural, Mechanical, Electrical, Civil, Surveying 11 } :'.... .,�'. ,.., :.'1. ...... .'`:'r. f.. ) :. .. .: .. ,. ,. e..v.r'a. ;. A.21C • J I Q ` :Ii1yEy bM ', u.' 1hiAA'SJ%' ' 'r'W 1,0'N1 .. INf/bt`�i`k.'YIIRfSAMwI yN. .w ".0 er.. uti M:w. Nll 4i46.y _14 444 {kr+.M ..!N5 7/!' tit.. w`L'bS.NLI . . 4AtM t. . 'tt'! • / --., • �IILA, t;' � ' � , d, .t City of Tukwila Steven M. Mullet, Mayor � 4�� , : ` D epartment of Community Development Steve Lancaster, Director In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have o F . enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. 1 Sincerely, ■ ..„)./.-eiticia..) -- Stefania Spencer Permit Technician encl xc: File No D02 -107 ' ° '4 ti p I _ . y f L? ; t b ?, k ii,1".17:g . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206- 431 -3665 VC ,f , :I �. .. d',3 F� . ;, .a.4 {si r.•i'- aJ;!t,J"+tiv 1,riAi'dl(e »aissi; rF:wte`•v.'�'ao7Ci xs+ii..¢J.+Ks: 6N,' n .. .. .. ,.. n. , r..,.,. ».. ,. ... y 1 i Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z BUILDING DIVISION REVIEW ' w Date: May 22, 2002 Project Name: Jared the Galleria of Jewelry building co J ry g permit application co ❑ Application #: D02 -107 W = Plan Review: Ken Nelsen, Senior Plans Examiner wo A general Building Department plan review has been completed for the subject project. Please g a , address the following comments in an itemized format with revised plans, specification, and /or D. a other documentation. _ z �, I 1. The plans do not show an actual connection detail for the partition walls to the roof, rather w they are referenced in notes only to be attached to the trusses. It is further noted they are o to be diagonally braced at 48 inches on center. Regardless, details must be provided for o �. the attachment of the wall to roof framing. These details must specifically accommodate w w any deflection of the roof system. I- 2 LL o 2. The suspended curtain walls and soffit framing have also not been provided with w Z c. connection details, again only notations. Connection details must be provided for these suspended architectural framing features. The adequacy of the roof support and 1:-: connection details must be analyzed and stamped by a Washington State Licensed Engineer. . No further comments at this time. • 4 x{ P' �.*,, -' ;'. Vi • Wi latrA WI* • . :— : +,..x..:... .., ... .. .. .... ... ..... ...,......:.nrn.a.....:.+u. , ... Wai. .... t+MCwiiM+w+AMMWnrN.M.s✓ ,..: .,,,, .. ...._. .... •vu ,,,,> . v ..., ., ..,....,...a rw,xvr... ,.,. r.. r. .r. ,;pia t' "�1S "'F- ,.,.., &i . i�'i�,��; • `,.( PUBLIC WORKS DEPARTMENT COMMENTS = • u2 . JU DATE: June 5, 2002 w o W I PROJECT: JARED Jewelry cn w PERMIT NO: D02 -107 u_ Q PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions = d `$i regarding the following comments. Z ~ : 0 n o . o- at— 1) Applicant shall submit a Non - Residential Sewer Use Certification itemizing any new v plumbing fixture units that will de installed as part of this development. It's to your benefit to u. o itemize any existing plumbing fixtures removed and not replaced by Jared on a separate sheet w Z of paper, so correct sewer facility charges can be determined. Form attached. v o' - ' . 2) Value of proposed construction triggers City of Tukwila Sidewalk Ordinance. Property owner Z . shall sign Street Proportionate Fair Share Agreement for future construction of S 168th Street. Form and City Ordinance are attached. • l }. f, r L� 1v .; T P ' Mt et§, Sg1T s..krilt;�t ,,, o' Trn++e rwn. . 4NiwQ' n, M...;.+.. armwma4a», nnn' v; to: ecsRSxT` n�:' 9' is6+ k? iif4". d_' 6 *1i#l''F",c'.,.�`P''fi1`kY #Y"s i �t — _ «_I � _ .'i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -13 -02 ') PROJECT NAME: JARED JEWELERS z w SITE ADDRESS: . 16840 SOUTHCENTER PY CL Original Plan Submittal Response to Incomplete Letter # v o CO X Response to Correction Letter # 1 Revision # After Permit Is Issued U1 I F. { w DEPARTMENTS: u. a N D Building Division jit Fire Prevention ❑ Planning Division ❑ I-- w Public Works El Structural ❑ Permit Coordinator ❑ z I Z� ww DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6 -13-02 U p K Comp lete Incomplete N p p ❑ Not Applicable ❑ p � Comments: = U LL.. g' Z Permit Center Use Only U N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 F=- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Revie R quired ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7 -11-02 Approved 0 Approved with Conditions Not Approved (attach comments) ❑ Notation: _ QI` 6 REVIEWER'S INITIALS: DATE:" Permit Center Use Only - i ' ' CORRECTION LETTER MAILED: v � ' r`:N . p■All■ i: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: a�::, a �,_ -1 _ Documentshouting slip.doc 2.28 -02 1 +tat4j Y' ." + ' Wt 11HIMOeWIw .w�yy}./ri,•d+ewuwwa+wrr..vt+ M�.a' Dv TVVYCVIJG' 1^ N.VkA4C1MF1(IN }':;`(A�,M :(SYAWt?r,l.r e5.. ..... ..., . 4 . ,,,t ..: . A. ..J. . __- __ .., r - . -, PERMIT NO : DO27 D7 TENANT NAME: e.J art-c:: kzeet BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status X 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation , 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I Q • ❑ 5 Remove Stop Work Order 0 10004 All mechanical work shall be under separate permit • 1.. Z ❑ 6 Follow -up ►: 10005 All permits, insp records & approved plans available tY W ❑ 7 Pre -Move Inspection it 10006 All structural concrete shall be special inspected QQ ag ❑ 50 WSEC Residential 10007 All structural welding shall be done by WABO certified J U ❑ 60 WA Ventilation/Indoor AQC inspector 0 0 ❑ 70 NLEA Inspection /Iviodular Struct N . RK10008 All high- strength bolting shall be special inspected 0 W ❑ 71 Mobile Home Tie Down Insp 10009 Bolts installed in concrete shall be special inspected J i ❑ 7 Marriage Lines 10010 When special inspection is required...notify Tukwila to ❑ 90 Resteel Building Division — LL ❑ 95 Footing Drains ► 1001 I The special inspector shall submit a final signed report l Foundation Footings 10012 Any new ceiling grid and light fixture installation >K1 ❑ 0 Foundation Walls r: 10013 Partition walls attached to ceiling grid u. Q ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment N d El 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = ❑ 350 Crawl Space 10016 Any exposed insulation backing material shall have F— _ ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z F— ' ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire 1— 0 ❑ 500 Roof Sheathing Nailing retardant class of roof Z I— ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved g D ❑ 550 Exterior Wall Sheathing plans D ❑ ❑ 600 Masonry Chimney p N ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project ❑ i- 700 Framing ❑ 10021 All food preparation establishments must have King Co W W ❑ 750 Roof /Ceiling Insulation ❑ , 10022 Fire retardant treated wood shall have flame spread of I U ❑ 800 Floor Insulation G 10023 Notify Building Division prior to placing any concrete u- ~ — O ❑ 10024 All sp applied fireproofing shall be special inspected ❑ 801 Wall Insulation Z ! ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated Lu to .∎' 803 Glazing Inspection 10026 All structural masonry shall be special inspected H = ."• 815 Lighting and Controls 10027 Validity of Permit O F — '00 Suspended Ceiling 4-10028 Rack storage requires separate permit Z 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection *10031 Comply with requirements of TMC 16.04 • ❑ I 1 15 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ❑ 1120 Pre -Demo concrete ❑ 1 140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect . ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit N ❑ 10039 Final approval for all TI ‘v/in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame • • 003 Special -Reinf Steel Prestress ❑ 10040 All constniction noise to be in compliance with 8.2 TMC .. 4004 Special- Welding 00.11 Ventilation is required for all new rooms & spaces VW. • 4005 Special -High- Strength Bolting . ,�� . ❑ 4006 Special-Structural Masonry ❑ 10042 Fuel burning appliances r.. 143 A liances, which generate '4r F , ❑ 4007 Special -Reinf Gypsum Concrete 0 00 Appliances, generate +,y' •` ❑ 4008 Special- Insulating Conc Fill ❑ 10044 . Water heater shall be anchored jz ir,e: ❑ 4009 Special -Spray Fireproofing ❑ 10045 .. Reroof ?e tz:..� 34i�rk ❑ 4010 Special - Piling, Piers, Caissons ❑ ...•••••. "Anchoring — All new construct and substantial , ❑ 401 I Special- Shotcrete improvement shall be anchored to prey nt flotation" 1lir; ❑ 401 Special Grading, Excav /Fill i1. ,� ❑ 4013 Special - Retaining Wall { —* ❑ 4014 Special Panels Plan Reviewer: Date: ' .3 f `r " ❑ 4015 Special -Smoke Control System //,� / '' l � ''G C 2� 1 ' .'b; ; k 11 Permit Tech: [ Date: `C ` [ y ay :'" Urt.r ,': }; Timm.., x ,.. , 'k. i .ttiossim 1 mouwor nix+ ' tik. 6texovv.$ 04 teoft ir,mAv3nFdmllswvimYr!rt ......._, <...., . .......,,,.......,.,,__....+ .... .. . . ... ..... ............... . „ f k 1 . ..... ''+; .11VM4,n:c,; - - - - - -- te r - '' . ., ; :u . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 6 -13 -02 , ') PROJECT NAME: JARED JEWELERS a • SITE ADDRESS: 16840 SOUTHCENTER PY cc w J 0 Original Plan Submittal Response to Incomplete Letter # c.) 0 • «:n X Response to Correction Letter # 1 Revision # After Permit Is Issued _ F— W 0 DEPARTMENTS: co D - Building Division ❑ Fire Prevention ❑ Planning Division ❑ m w Public Works X Structural = ❑ Permit Coordinator ❑ ? F- , REVIEWER'S INITIALS: .. 5 DATE: (PI '0 °' ' ' '' Permit Center Use Only a� CORRECTION LETTER MAILED: + , x :,: • Departments issued corrections: Bldg ❑ Fire Pin ❑ PW ❑ Staff Initials: i w�" " " " "' ,•,„...,..46,7,,w, '1,:„„:*.,i e i Documents/routing slip.doc ri'; , , � 2.28.02 wrib;; �. $i�. CO.* .7 ' t�' - -.. ,,.,v •,. vroa - :csn r- r�e rrt;in , ,ssc�uiuK +smv.:..v s , ,.... ,...- _.ti.».........,....., -... «. . .. .. ., . .,,.i....,C. ..+R ., t?. _ _ / — 1 -. - . _, r., PERMIT CO o i , "f PLAN REVIE 1 6 UTI i if SLIP ACTIVITY NUMBER: D02 -107 DATE: 04 -23 -02 PROJECT NAME: IARED THE GALLERIA OF IEWELRY a SITE ADDRESS: 16840 SOUTHCENTER PARKWAY w XX Original Plan Submittal. Response to Incomplete Letter # v O 0 Response to Correction Letter # Revision # After Permit Is Issued CO = —I 1-- N LL O ' �� INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = co O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROVING: I t Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: _ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-28-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: '"``� tit ` ar r Permit Center Use Only 1 , 'rt� ' CORRECTION LETTER MAILED: ^r%v f 1 Departments issued corrections: Bldg E Fire 0 Ping ❑ PW l ' Staff Initials: u' // ' x ryry u i,%%,0'4 >: -A'. =,- P7 `1 i, , C V R V V I,, ,:L • r Documents/routing slip.doc �o,. 2.28.02 ; %r¢� � t :t .• 141xd! 3�C, uhfic4! riiV??M{. t�: 89Gwr! ty.' �' A,'" ?gqF. N7±.vTtVF!AH't4!AU;Ax' +C>rw.i. r. i...,...., n.i.. ,. ,..... .. .., .. . ...... .... ... .. r:cv">..w < n.,,,ri,..Hr. . - n. .wwrr.:.rr.. .tgf�6VaA ) - - - �;.rr ■ f 1 al - . `�� II E , w J E N C E N z Iz (13 ce1112 J U: Fulm. 00 N W = Date: April 19, 2002 Sending Via: UPS Next Day I ._ `2 To: Hotel Guest: Steve Greenberger Ref: Jared the Galleria of Jewelry uj o C/O Doubletree Suites Parkway Sq. Shopping Ctr. 2 a 16500 Southcenter Parkway Tukwila, WA a Seattle, WA 98188 I w z ►- 0 No. OF COPIES DRAWING No. DESCRIPTION LLI j 4 Prints Each T1 Title / Responsibilities Sheet D 0 WET STAMPED D1 Demolition Plan o & SIGNED SP1 Site Plan w u Al -21 Architectural Drawings u o ( F1 -12, F14 -15 Fixture Drawings iii N o E1 -3, E5 -9 Electrical Drawings RECEIVED H- F CI I Y o - I UKWILH 0 M1 -3 Mechanical Drawings z 1 P1 -2 Plumbing Drawings APR 2 3 2002 1 MP1 Mechanical / Plumbing Plan g PERMIT CENTER 51-4 Structural Drawings \ r 4 Copies Specification Book i i REMARKS: The enclosed information is being sent for permit purposes. Please call if you have any . questions or comments. �:: i . t 1 : ' ? . ,1 0. Copies: Mike Glaser From: Roger Heineman .; -, Kyle Robson �'1 n s �t , . i x, L ,; �S A R C H I T E C T U R E • R E T A I L D E S I G N EVEI t y 2850 Euclid Avenue Cleveland, OH 44115 -2469 ph: 216,781.0131 fx: 216.781.0134 www.jencen.com , To - i 7 { •1>r° sl Y6NIFANa. i4' aAtUWMMiTYVC1N. SYI. NM1Yft9T4t}' YjN1 FHl. X.! I. Y11! ShW6/; RaM .6l.IrK.' +skvn..u.r«+mn.Trn.rt' ern.. rwY{ d...'. v o Nr. v. H.•..un.•.naw.r. «........v.w.h .n a :..W.rv. a ... ,u. ..... .•v+t «:<J:.vr +.t.: sXravAws.'ct . 1 ■ ... / _ . , ., ' .--, _. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02-107 DATE: 04-23-02 PROJECT NAME: JARED THE GALLERIA OF JEWELRY z a SITE ADDRESS: 16840 SOUTHCENTER PARKWAY F. z re w, 6 5 XX Original Plan Submittal Response to Incomplete Letter # cn 0 , -, , • Response to Correction Letter # W Revision # After Permit Is Issued co U) u. w 0 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: — I 1— D determined incomplete 'Bldg ED Fire 0 Ping 0 PW 0 Staff Initials: Z TUES/THURS ROU ING: Please Route Structural Revi w Required 0 No further Review Required • REVIEWER'S NITIALS: _.-401--__ DATE: " ilf ._ i, APPROVALS OR CORRECTIONS: DUE DATE: 5-2a-02 Approved 0 Approved with Conditions 0 Not Approved (attach comments) 1 , Notation: ,-, :or 64___\_, ! REVIEWER'S INITIALS: DATE: ef. 111v, te , , Permit Center Use Only ctitit,v.e CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: V,V , 1;'s,i Documents/routing slip.doc 2-28-02 fago-7 Mek ____,........._ , • -,, . PLAN REVIEW /ROUTING SLIP i L. "ACTIVITY NUMBER: D02 -107 DATE: 04 -23 -02 PROJECT NAME: TARED THE GALLERIA OF IEWELRY zz SITE ADDRESS: 16840 SOUTHCENTER PARKWAY 1- W AA Original. Plan Submittal Response to Incomplete Letter # v v 0 • No Response to Correction Letter # . Revision # After Permit Is Issued W = I-- NW WO DEPARTMENTS: g J LL. Building Division ❑ Fire Prevention Planning Division ❑ to W Public Works E] Structural Permit Coordinator El Z ZO W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 43f02 2 0 Complete ❑ Incomplete [] Not Applicable El 0 Comments: = uj � O Permit Center Use Only W Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 fA I o Departments d etermined incomplete: Bldg Fire Pin z p p g❑ ❑ g PW. ❑ . Staff Initials: Z TUES/THURS ROUTING: ' Please Route ❑ Structural Review Required a ❑ No further Review Required ❑ . REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS: DUE DATE: 5-2$-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: \ ^'' ` ' .T , REVIEWER'S INITIALS: & t l/ DATE: .S / 3 / n2— Permit Center Use Only � ,� � y ,`"f. � ; . Vi e, � . CORRECTION LETTER MAILED: y et Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: (( ;�i�!�G , � , i.a;, - �:•�� C s�t'`:t.:a'�� ?`gib �t%'. Documents/routing slip.doc 14 3 2.28 -02 a;.r{05; Pk% ! AVozIkktemervt' K`. �asa+ a �' a" �t�namse zqm' aawn+ e � Yeavoiottwttvs�rYluss , *.* , a :sne <„..u�w.... . _ -_ _ - - ._ - . ,a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 04 -23 -02 PROJECT NAME: TARED THE GALLERIA OF IEWELRY z SITE ADDRESS: 16840 SOUTHCENTER PARKWAY z cc w XX Original Plan Submittal Response to Incomplete Letter # -J v 0 Response to Correction Letter Revision # After Permit Is Issued w w • J = . . . I— _ . cn LL, LU 2 J w¢ Building Division ❑ Fire Prevention ❑ Planning Division = CI Pub lic Works Structural w ❑ ❑ Permit Coordinator Z H I— O . Z I— DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 w 02 j U Complete Incomplete ❑ Not Applicable ❑ O 2 0I— Comments: = u i . I— H u- O Permit: Center Use Only - LLI Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U co O H- • Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: ' Please Route Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S INITIALS: WI DATE: 1 1/30/02.. APPROVALS OR CORRECTIONS: DUE DATE: 5-28-02 Approved ❑ Approved with Conditions o Not Approved (attach comments) ❑ U ne .) r p rv� A �- Notation: � � •tv be., A �� r �v_ � ,. -� n 5 ��., bnu� a-t10 0 . �-r V i �k It REVIEWER'S INITIALS: I''J L DATE: 5 /23/)7.. , , ",,k-v- �,:. n Permit Center Use Only ;,, 4 1 1 11 !,, 2 CORRECTION LETTER MAILED: Q `� -Lr Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:; - jhF { '..r .> Documents/routing slip.doc �F = A .— , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -107 DATE: 04 -23 -02 PROJECT NAME: IARED THE GALLERIA OF IEWELRY a SITE ADDRESS: 16840 SOUTHCENTER PARKWAY re W J U XX Original Plan Submittal Response to Incomplete Letter # c.) O D • Response to Correction Letter # Revision # After Permit Is Issued • _ 1 CO p DEPARTMENTS: LL u) Building Division Fire Prevention ❑ Planning Division ❑ Z W Public Works Structural ❑ Permit Coordinator ❑ ? I- I- O Z F— 2 ui DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 402 D p U 5- 1 2- ❑ p j O Complete ❑ Incomplete ❑ Not Applicable Comments: w W I— u- Permit Center Use Only 11i N U -- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I =,. Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z , TUES /THURS ROUTING: \ Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: i tctyv\ DATE: /2(o /O ?, ' APPROVALS OR CORRECTIONS: DUE DATE: 5-2/ -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) P Notation: til REVIEWER'S INITIALS: J .) DATE: ( ( 0 Z _- x t {' "• . Permit Center Use Only t± � � �, y � >, �� w a CORRECTION LETTER MAILED: s ; ,1 ,11�: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I ; n "<< ate% ,,��tt,, t "5G��3z'i�.t:i Documenlshouling slip.doc ;, r.�: ?jt ',k �` b rig0A c.o- +rsw _. ..�..y... - - -- . PUBLIC WORKS DEPARTMENT COMMENTS ' z HZ rt w DATE: June 5, 2002 _10 . U co : • co ° PROJECT: JARED Jewelry co i 0 o PERMIT NO: D02 -107 w g J • PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions N r, regarding the following comments. = W V I- _ , Z , wo • 0 o . ,o N 1) Applicant shall submit a Non - Residential Sewer Use Certification itemizing any new ° plumbing fixture units that will de installed as part of this development. It's to your benefit to 1 v . itemize any existing plumbing fixtures removed and not replaced by Jared on a separate sheet u.. of paper, so correct sewer facility charges can be determined. Form attached. Ili Z 2) Value of proposed construction triggers City of Tukwila Sidewalk Ordinance. Property owner o shall sign Street Proportionate Fair Share Agreement for future construction of S 168th Street. Form and City Ordinance are attached. ' •< • tiA.xt aviii i j .'F .. _, r a Y v , ! 1',1 y rr A 1 . ..... r .a atw P:d; ✓j1 �C.t>w,�u.:ti. w.'v'.rS _w i b.:. fit , k4'+�rmn x n..., .. .... _,.... r .. .r><iW v t - Street Frontal Improvement Proportionate Fair Share Agreement The proposed development at: z r w Address: 6 v 00 CO U Parcel No.: J -- TMC 11.64.020 requires the construction of curb, gutter, and sidewalk frontal w o improvements for new or remodeling construction when: Q - floor area is increased by 20% N a - alterations, repairs, remodeling exceed 25 % of the previous building value - 25,000 square feet is added z ~ - or building value is increased by $250,000 w 0 This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. c N The proposed development property is obligated to participate in funding future frontal o improvements, and the owner waives the right to protest L.I.D. or U.L.I.D. formation. tu v The owner will pay a proportionate fair share based on unit construction costs for the . 2 frontal improvements if the City proceeds with construction. 1-4-- z w U This agreement shall be binding upon the parties, their respective heirs, legal 0 representatives, assignees, transferees and successors, and runs with the land. z This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances form the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. OWNER: Owner (signature) Date 4to; Vavi Owner (print name) Phone ;O: • Street Address i►y1i !{ �xt :fix t� City, State, Zip rr,041§`Z PAloy :.i V ..,.,; . , +r .... :,.,:..:.;: +.... , ., 'ls. ealr6d£e�rtiiFlrx`�.{tX,�. .der 'x • u1u,ti ....^.'d3�1.t ,.u+, ....., ..... ,,. „.,w.,.w.wn ..,..• ..... .,. _.. ,.M...... t-- ..x. :., . ,r., iwr,Y.0 da3,.za , . .f: ri f •:••,tub w r:i +.- ..r,.at .1{;dv1.k`zY 7tr:1!;Si ead`` • Street Frontal Improvement Proportionate Fair Share Agreement Page 2 Address: z < Parcel No.: ✓ U Owner: o O co W _ co u_ STATE OF WASHINGTON ) a ) ss u) • t County of ) ± w z� On this day personally appeared before me , z o to be known to be the individual(s) described in and who executed the within and foregoing w w instrument, and acknowledged that he /she /they signed the same as his /her /their free and o voluntary act and deed, for the uses and purposes therein mentioned. o w Given under my hand and official seal this day of = w 0 •~O F. z Signature Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT My commission expires CITY OF TUKWILA: f y i N. Y. p{'fi;'fi Z y ��i ��' �h S1 v W, + 1 4 1r • Public Works Director Date - ;co ' " -- u1w.* w,...»..r,u..>Mw sn;:wmkwrd^W'ShY+' RAMS{k NtsnNSwaeG>rp+rx.v.,nv v...:,..,,.,rv_..,...,..., u..«. .......,•..wa.xi+,umarr. +.w;r M*4' itl''' '" ii"', } ,y,r4 X'P R VV ` .- . -r . 0 Non -" sidential Sewer Use Cert "cation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per ' month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount, Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at , (206) 684 -1740. (Please print or type) Property Tax ID # Owner's Name (Last, First, Middle Initial) Party to be Billed (if different from owner) ,t — W Subdivision Name Lot # Party's Mailing Address: Q Subdiv. # Block # U O Building Name (if applicable) C O Property Street Address W = City or Sewer District N i_ Date of Connection W O City, State, ZIP Side Sewer Permit # Q F� Owner's Phone Number ( ) or Property Contact Phone # ( ) u_ Q Owner's Mailing Address (if different from above) Demolition of pre- existing building? 0 Yes 0 No co d Typ of building demolished F=— _ Sewer disconnect date ? f ZO W A. Fixture Units B. Other Wastewater Flow Fixture Units x Number of Fixtures = Total Fixture Units (in addition to Fixture Units identified in Section A) v N O — Fixture Units No. of Fixtures Total Type of Facility /Process: � Kind of Fixture Public Private Public Private Fixture Units W W Bathtub and Shower 4 4 = h., U Shower, per head 2 2 W ~ — O Dental units 1 1 Estimated Wastewater Discharge: Z Dishwasher 2 2 W rn Gallons /days U — Drinking fountain (each head) 1 .5 F.. _ Hose Bibb (interior) 2.5 2.5 Residential Customer Equivalents (RCE): 0 H Clotheswasher or laundry tub 4 2 187 gallons per day equals 1.0 RCE Sink, bar or lavatory 2 1 Sink, kitchen 3 2 Total Discharge (gal /day) = RCE Sink, other (service) 3 1.5 187 Sink, wash fountain, circle spray 4 3 C. Total Residential Customer Equivalents: Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 (add A & B) Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 _ A Total Fixture Units + B Residential Customer Equivalent (RCE) . 20 fixture units equal 1.0 RCE = RCE Total No. of Fixture Units _ RCE 20 ' I certify that the information given is correct. I understand • : �' s. For King County use that the capacity charge levied will be based on this "' ,• "`� ; j ''a • c Account # information and any deviation will require resubmission of 71 Monthly Rate corrected data for determination of a revised capacity ;, charge. i Six Month Due ' ti� {; ; I •t Signature of Owner/ :' ' '; Representative ';`;`'°" :$.'i,' Print Name of Owner/ ( " „^,:..`, Representative 0.771 4 Date 1058 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ,�4` , - TUKWILA MUNICIPAL CODE vv • Chapter 11.64 him and demonstrate consistency with the standards SIDEWALK CONSTRUCTION of this chapter. TABLE 1 Sections: Sidewalk Width Requirements 11.64.010 Administration. Non - CBD 11.64.020 Sidewalks required. Zone Sidewalk 11.64.030 Standards of construction. District Standards CBD Sidewalk Standards Z 11.64.040 Delays and variances. V.A. Sidewalks shall be a minimum ` 1 Z of 8 feet wide at bus stops w and pullouts, or where the X 2 s peed limit is over 35 miles 11.64.010 Administration. -J U The Public Works Director shall be responsible for per hour, or where a trail and U 0 sidewalk are combined. Side co administering this chapter unless construction of a walks shall otherwise have w w standard sidewalk conflicts with the requirements of the widths s.ecified below J i x the Tukwila building code or zoning code, whereupon P -C)/ 6 feet along 6 feet N u- concurrence of the Planning Director shall be required. Cp/ arterials w O (Ord. 1 516 §3(Exh. C(part)). 1 989) Cart 5 feet along local E required. access n u streets _ ¢ 11.64.020 Sidewalks re 9 L 1/ 8 feet along 6 feet to D A. Sidewalks shall be required for any new multi C.2 arterials H W family residential, commercial or industrial structure; 6 feet along local = or upon substantial remodeling of an existing structure; access streets Z i. or subdivision activity. iM1 - I/ 6 feet along 5 feet B. For purposes of this chapter, "substantial M -2 arterials w w remodeling" means construction which increases the 5 feet along local floor area of an existing building or structure by at least access streets v 20% or any alteration or repairs including interior, All 5 feet 5 feet 0 ; plumbing, electrical and structural made within a other W w twelve -month period, which together exceeds 25% of areas H U the value of the previously existing building , •or Sidewalks which are less than four feet wide or u. ~O structure; or total cumulative building improvements are in poor condition as determined by the Director of z from the date of the ordinance codified in this chapter Public Works, shall be replaced by the adjacent v cn increase building square footage by 25,000 square feet landowner at no cost to the City, pursuant to this 0 I or building value by $250,000. chapter. z C. Sidewalks shall not be required for improve- (Ord. 1516 §3(Exh. C(part)), 1989) ments in single- family zoned properties unless associ- ated with subdivision activity or a larger development 11.64.040 Delays and variances. which would require a•sidewalk. No final certificate of A. A delay in satisfying the provisions of this , occupancy shall be issued until the Public Works chapter may be granted by ..the Public Works Director Director has certified that the required sidewalk has for technical reasons. Technical reasons are typified by been provided. need to coordinate with overall street improvements. (Ord. 1516 §3(Exh. C(part)), 1989) and unavailable street and /or utilities design. A developer's agreement or equivalent shall be executed 11.64.030 Standards of construction. to assure later sidewalk construction at no cost to the A. All sidewalks required by this chapter shall be City. ' built according to the construction specifications of the B. In the CBD only, the Director of Public Works . American Public Works Administration or City "Road- is authorized to require the construction of temporary 4,, ■ - - :r - _,- I ' A 1 it ..,.. ,. PROJECT NAME: 0 O t;Gi ---'` PERM1 JO:. Site Address: /142L40 So vilicertlui At --- Original Issue Date: ii • • .. REVISION LOG • . . • Revision I Date . Staff I Date ; • • Staff • z No. I Received i Initials I Issued 1 Initials < . 1-- Z I 1 60' 11 1 ..CKS 1 2 -/o -o '2..- i ag---- re Summary of Revision: LefruvAima, ,j1.&efh2i ti,Z OA («k) A f . -J 0 , I p o 0 . u) 0 u) w Received By: .. TaFr _5c j\e,oer- w i -J 1- (please print) . w 0 2 1 No. • Received Initials I Issued I Initials - tii z - I t- o Summary of Revision: ' — ' z . • Received By: (please print) • ' k, ; Revision Date Staff Date Staff No. Received Initials Issued Initials I __. • Summary of Revision: Received By: 1 uli — (please print) L i,:-- . VgAli ! . 11014'iiii6: y,':'1-: r, Revision Date Staff Date I Staff I No. Received Initials - Issued i Initials . r 1, 1 'N , . I Summary or Revision: ' 111 -1• , Received By: .. (please print) IllgiOio - 1 ) . . 7 ,, . t •, 06/13/02 THU 12:32 FAX 330 668 5050 REAL ESTATE 21004 JUN 11 '02 02 :47PM TLIIQ•+__,-1 DCD'PW P.3 /6 01 No es ` Use C e .natter. (To be completed for all new sewer connections, reconnections or change of use of existing connections_ This form does rot apply to repairs or replacements of existing sower connections within years of disconnect) • Pursuant to King County Code 29.84. all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a rapacity charge. The amount of the charge Is established annually by the King County council at a rate per month per residential customer or residential cuswrner equivalent for a period of fifteen years. The purpose of the charge is to recover casts of providing swage treatment capacity for now sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a d(acounted amount. Z Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at Q • (206) 684.1740. Ale -rr- STcve4 &, ee✓. .69 e'' I- Z (Rosso print or type) 1 , i , e►ve. E/5 �J Owner's Name & e'f' ` T e'f l �K P tube Bi lle d Properly Tax ID # rr different from owner NIA Flra, riddle Initial) arty ( ) J U Subdivision Name Lot # . Party's Mailing Address: U 0 • Subdiv. # Block* Brep 5 ` S n _Vela • Euiidi+l Name (if applicable) 3 & ^ S le — W = 9 PP ) I Froperty Street Address /(' V �a ..'r e..i eel rA ..r/' »)r. Q .. OA i 7/ z o ff. u) W City or Sewer District La< lLfi 2 Q Date o f Connectio e7 J City, State. ZIP T A w ► L 3_ u9 4 I g, Side Sewer Permit # , " _ — D Owner's Phone Number ( 3$O x_66 3 5/ 0 or Property Contact Phone #(33. ) 66 F'- S/ a7' i_ W owners Mailing Address (+f afferent from above) Demolition of pre - existing building? ❑Yes J No Z w I 3 75 &4 i " A.Q Typo of building demolished A'k_iNo4 r> z disconnect A •' /' O Z_.' • Sewer discot date w - O w U Q A. Fixture Units B. Other Wastewater Flow p so Fixture Units x Number of Fixtures : Total Fixture Units (in addition to Fixture Units identified in Section A) 0 F" • w Mira uni�'. t Na- 617'11111B5 ' Toci Type of Facility /Process: H U Kind of Fixture Public PriVale Public P1 Mte firm Units Bathtub and Shower 4 4 0 0 , 0 - Z Shower, per head 2 2 0 0 ✓ Dental units 1 t p O Co Estimated Wastewater Dischar v u) h 2 Dishwasher 0 O 0' F- /- Drinking fountain (each head) 1 .5 A 0 2. , C�allons/days p Z Hose bibb (interior) 2.5 2.5 0 O 0 Residential Customer Equivalents (RCE): . Clotheswasher or laundry tub 4 2 0 0 o 187 gallons per day equals 1.0 RCE 'Sink. bat orlavatory 2 1: 3 to _16 T Discharge aVda Sink. kitchen 3 2 0 1 2.. 9 (g y) — RC E Sink other (service) 3 15 0 / be S . 187 . Sink. wash fountain, circle spray 4 3 Q 0 . 0 , C. Total Residential Customer Equivalents: Urinal, flush valve, 1 GPF 5 2 0 o 0 urine'. flUfl valve, >1 GPF 6 2 o 0 0 (add A & B) Water closet, +ark or valve, 1.6 GPF 6 3 2 0 1 Z `i >a M� , i7 r ► l 'Water closet, lank or valve, >1.6 GPF 8 4 , 0 Co t 2 A L) , 1 �� t C €� ,,, Total Fixture Units 2 Sir, JUN ' •: 2001 B o 1 Residential Customer Equivalent (RCE) ) Ua i i.� 1 ;;•_..;,...;• .• 20 fixture units equal 1.0 RCE = o No. of F RCE 'BURL WORKS A !�►` Total Fixture Uni RP7 1 1 ��l RCE — ' � J RIB I certify that the information given is correct. I understand � - For King County use �i^ ; Y ' ; . that the capacity charge levied will be based on this ;,,; Account # information and any deviation will require resubmission of : ? `` ° 1 Monthly Rate corrected data for de m . mination of a revised capacity L1 Six Month Due charge. i , t: >' j Signature of Owner /' r ;,**, Representative 4 , .,�, _lir' • Print Name of Owner / ��"' Representative 7"e.11f'4 pi r - /W4 .� ed` e/` - lk . 4:; : :j; ►: ;� ' _ Date )2 -0 2— . ,. 1;.:I ��Y p ose to We%) white — Kng County Yellow —Local Sewer Agency Pink — Sewer Customer l, "r�1 YF EVAM . 16VOzi .4st vnr.,7 ,ea nr.t.t-a .=fa.01. !0,? ^., e,.*.' 6 14= 0, �G�l4a. .,..`.`L ". ,1. ......,..-. .... ... .... ..... . - �a. s•. 4 z. ...1..... .,_,.. :),:i...... ".' .. ■ ._ . .. .� t ! ..- IHUKSUN IlAKtK &Se A5501 .5, inc. . /; a t Consulting Engineers PI0jell No: T 4 2 � ° � —60 9.5 . ___ Slrcat No: Q 1 Pmjerl: 1. 1 , 1 4.`.0 -Tr_._.. 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AUG 1 4 r 2002 %1 BUILDMG )C) .-- 1 — 7 ri.i.iitz I - - - i - -err 1. . 1 Y MAYES TESTING ENGINEERS, INC. 917 -134 S treet SW Suite A -1 rb. s! ;;,"''.' °r" Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office October 2, 2002 RECEI v E LI 10029 S. Tacoma Way Suite E -2 ' OCT O 4 Tacoma, WA 98499 City of Tukwila �QOZ ph 253.584.3720 z Building Division cOMMUN fax 253.584.3707 • 1 Z 6200 South Center Blvd oEVEL opME NT Portland Office Tukwila, WA 98188 -8188 Su to NE Drive Q D i Por OR 97211 u U 0 , ' j ph 503.281.7515 CO D fax 503.281.7579 N w Attn.: Dave Larson w i FINAL LETTER cn LL Re: Jared Jewelers Permit # D02107 w 0 16840 South Centar Parkway 2 . Tukwila, WA 98188 g a MTE Project No. T2092 cn a Fw Gentlemen, z 1 I-- 0 This is to inform you that special inspections have been completed for this project as per our w w reports, copies of which have been sent you. 0 o 0 — To the best of our knowledge, all work inspected was either performed in accordance with, or 0 I-- corrected to conform to, the city approved drawings and the Engineer of Record's z w recommendations for the following: /- o w 1) Structural Steel Welding v w 1 1 We trust that this provides you with the information which you require. Should you have any z • questions give us a call. : Sincerely, • MAYES TESTING ENGINEERS, Ii "'. ...../Z-L...... A I Michael S. Dolder, P.E. . Vice President ' i MSD:dcm + F',,, I'M f 1 'Z'4,Ii:' CC: RAS Builders Dave Hayden <N � { , :j . ,all,' Ta i t�za t 1 �"r j �+3r 5 r• ''f urn s YhAtvx.:..n,. ':s't.trnrr ;t?• r ^C�t/' } +s- ' w, •b "a .w "'h.b: . ..c No.0 1' Yj 'g.'.A'fM .. ... .._ ... ... .wv.t rte....., tlX x.n Y.r:,y.„ �.,, . ti� .'y .. ,. .....tai.. ;ia i .w.`:.�: i .KsGrtwr •. �n n� - n� _ .. .... ,.,..... ,....... .. -- .ta t ' MAYES TESTING ENGINEERS, INC. Everett 34t Street SW A i`f '' 1zTiir i i ii Suite Everett, ° "' Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 Z fax 253.584.3707 I— , Z : PROJECT: Jared Jewelers Portland Office iw PROJECT NO.: T2092 7911 NE 33rd Dri PERMIT NO.: D02107 N Po Porrted tlannd, , OR 97211 U 0 Owner: RAS BuiIde ph 503.281.7515 fax 503.281.7579 • Architect: w W Engineer: N Contractor: RAS Builders w 0 INSPECTION REPORTS g Page 1 d I— ILI 7 -26 -02 z 1- o MTE inspector arrived on site for visual welding inspection for conformance with the plans and w w AWSD1.1 -2000. 2 o. U Inspected the welding of angles in Detail 2/S -3. 01 a = uj Inspected the welding of the bolts and stud braces in Detail 2/S-4. The welds were acceptable. `mo The contractor requested inspection of the wood and metal stud framing, which were not part of o the special inspection. F 0 The structural welder was: z Ryan R. Gagnon Expires 01 Jan 03 GAG 08 0041 • SMAW,GMAW To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Jim Kay e'J Reviewed - -.. } , '' r Tom Robinson, Branch Manager ' 7 . ��'jSIi r 4+.+w n T.tl'I.ttKx•1s.nn >O.rww... y.....n.....ww ............. ... .,_.._.......,......... __ .. ..._ ........ .........................._. ,_.....,.... _.,......... •. ..:.` t')W,c.+rtit,••tk9;f,f!!1J"!11� MAYES TESTING ENGINEER4C. 917-134th St. SW, Suite A-1 • Everett, WA 98204 10029 S. Tacoma Way, Suite E-2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 - SITE TIME: TO: SUMMARY: Page of JOB NUMBER: .- 0 / PROJECT PERMIT* WEATHER: OWN: ARCH: . TYPE OF INSPECTION: SAMPLES: items this dateare in accordance • NONCONFORMING CONDITIONS/CORRECTIVE ACTION TAKEN: welding for conformance with plans welding of angles in detail welding of bolts and stud braces in detail inspection of wood and metal stud framing structural welder ryan r gagron - . O� CURTAIN MC w w WALL { STUDS �" �� SCREWS i- o SEE ARCH. BRACE W z U 2 O F-- SOFFIT STUD z $`"SSE`4 0 CURTAIL WALL SUPPORT- \ ' . WALL PPRPENDLCCULAR TO JOIS n , R Cicz `i-e '1 0 NOTE: G.C. SHALL COORDINATE WITH DUCT WORK �g { ( y � t1c � u j , �� D ; r ;1 12 .7 . 4. 4 4 6 ' .1 4:et ' 3':011. . AUG 26 2002 L BUILDING owlets 1 2 3 2 3 /ot DEPARTMENT " - a,Y,; to PROJECT: JARED : a • ■ TUKWLA. WA '�;', � THORSON BAKER & Associates, Inc. CLIENT: ,t£NCC IlIT ARGEGTURE p Consulting Engineers i ; DATE: 4-4.02 , ' ,,A 3030 Woe Stnetaboro Road (330) 6594400 Ph. ( ,c Akbli1a, Olio 44206 (330 639 -6175 Four TBA Job No. 1 2002 -0095] DWG. No I 5K-1 ; a - - �e t:Cy .1 • . _ _ , SENT BY: THORSON BAKER & ASSOCIATES, INC.;330 659 6675; AUG- A- 02_11:20AM; PAGE 4 FIELD VERIFY SPACING ,,=_ .-. v 23' ii20GA. BRACE 0 4' -O" O.C. z 1-z S $ w 1 re 1 il jj 4k A li /OP U 0 U) 111 J = 1 01 TEK SCREWS N a. II _ , ( :: � . • 0 , I Imo (E) JOIST BLOCKING I o 1 F.S. I U CURTAIN WALL ✓ J I Z STUDS SEE ARCH. w p tUSSEL� C W UPPO / W� ,. 0 WALL PARALLEL TO JOIST . �Q ' ' t '1, I. MP 1. —tf . Cm-of 0 NOTE RECEIVED v e.:;t -' GENERAL CONTRACTOR SHALL COORDINATE WITH DUCT WORK � sicttlnL AUG 2 6 2002 ` 1 2 / 2 , 3 1 [ , 2 D AkT ' tr+rtitrft I DWG. N o, . L 2 's isokr), 111"--\___ _ PROJECT: .IARLb y � 'x4 r ik • • IJCWL.A. WA F � ,. ti,' THORSON BAKER & Associates, Inc. CLIENT: imam ARGt11TEGTUlE`,. Consulting Engineers ... OATS: w.... . 5�'` 3` *�`Y} G- Ti- 0Z �r. '. 3030 West Sttul.horo Road (330) 639 -ELBA Ph. ' s" 'A Richfisid, alio 44266 (330) 659 -6675 Foe 18A Job No. ZOQ2- C�O I 5K ,,,,, =_ C y _,,.,; leal .1'1 a ta"r�.tJ4 t1 ? i ; sr r , e t ... :, +'' :; r ;tt: ^ V ' , :rr;, V.^,e!i'h'.,' "',;L,SF.i et,* OV t1,54. wow .aaa++:n. .>..n SENT BY: THORSON BAKER 8 ASSOCIATES, INC.;330 659 6875; AUG -8 -02 ii:20AM; PAGE 5 . , Q ~ W tr 2 _.0 0 W= � t ; • .S. O w 18 GA SLIP Do TRACK WITH c) N WALL STUDS — 2? LEGS o 1-- SEE ARCH. LU LU , DO NOT CONNECT i— TO SUP TRACK v'`% �� .r• I U Z tussE • 0f wAS,,, 4 1,. 1 ... , �" .; PARTITION WALL SUPPORT- •2 , .; WALL PERPENDICULAR TO JOIST .., , 7-0 l eCt PIP s e I AL AUG 2.6 Z0,,2 1 11 " 15 /2�.� 3,o; J BUILDING , DEPARTMENT ■ ♦ .7^P �' , PROJECT: JARED THORSON BAKER & Associates, Inc. CLIENT: .eNCEN ARCHITECTURE L bye Consulting Engineers f DATE: G-G -02 ,: ' a r ia / 3030 Waal 5tvutiftro Rood (370 e5p -B66b rn, £w�"'' r �� ` rF v Riehliald, Ohio 44104 8113 t3SQ -6675 For r . - , MA Job No , l 20x2.OU�1 I DWG. N o. I 5K--3 ; ;= ii . , -* �;m • t ` r'• ,'P A 4: ', 1 :1) , t. • ....r : 2:.. S ,,, ,.^( .- .ix'✓+LO: t, ha ..:.1%, i eaSLi a4;.....: . ' V. a . n :.1i +. . .;if> ...a7' <.gy• ...V.441i?.�L"VRtI?'tl?y;hiUPMY .) - . - ..../- , ‘ / \ 4 SENT BY: THORSON BAKER & ASSOCIATES, INC.;580 659 6675; AUG-A-02 11:29AM; PAGE 6 ,...... . . • . . S i q '21 1 V , z .t . . 2x20 GA BRACE 1 1 , i I- I- z 0 4'-O o.c. 1 rG LL1 I I 6 D -J 0 I 00 I h I I co 0 co LL1 i PROVIDE UJ x -J i— I I WOOD SCREWS 1 AS SHOWN lij 0 k 2 i (I pulpit ii 1 CO 3 I _sr t— al kgi''''''‘.. 3'x20 GA = Z 1... 18 GA ALM TRACK 4 c) • 4°-0 o.c. i- 0 WITH 21 LEGS LU uj 2 D D 0 0 WALL STUDS - •■••\1\1•■•■■■ o —(') SEE ARCH. a 1- . DO NOT CONNECT tu w i c) TO SLIP TRACK i- P 11 0 z O - 1 ° O 1- _e0 tl'ISSEL4 7 _, PARTITION WALL SUPPORT— z 4,,,— ... 4, I,. WALL PARALLEL TO JOIST r " , ', NOTE: G.C. SHALL COORDINATE WITH DUCT WORK • t%r__- it i r in USE THIS DETAIL IF WALL IS ON A SKEW RE%oimtivia. , . ltisrp.' t°, WITH RESPECT TO THE JOIST AUG 2 6 2002 47 0NALet 4c ) BUILDING FT"IP0 DEPARTMENT s — ' i '-'' . es !, *t 1 4 '0' .'44, ' '. ' P PROJECT: JARED 0,111.1 ItiLl. . TUKWILA. WA r r“, „, ....- I THORSON BAKER & Associates, Inc. CUENT: 'MUM excerrecitett 12 Consulting Engineers 1 t Aft 4 DATE: 6-4-02 3030 Wait Stroot$00f0 Rood (330) 659-6688 Ph. • ; RichOold. 0100 143011 ( 330 559-81175 fax MA Job No. I 2002-ooci5 lowc. N0,1 5K-4 • r ,.L. , ' Xti*13 eV* SAS IVEMEMPIWOVONMIWAWAKraircoroAmtv , tr*.souwwv"...r0 , 4440.'mAton.esto ,, co , ,,,, ,, , , , ■■■■■■■■■■•■■.. 7 - r • - -r_, - t \. SENT BY: THORSON BAKER & ASSOCIATES, INC.;330 659 6675; AUG -8 -02 11:20AM; PAGE 7 • S j z �Z cc L I I JU UO CO 0 W= J (2) 31 " x2OGA. STUDS AT co u_ EACH OFFIT STUD. W 0 ATTACH TO JOIST g 1 WITH WOOD SCREWS ga n • u_ a jai ( a 1 ' ' I (E) JOIST = w I I 11 ) 1 �1 I Z' 1 Al Zo 2� "x2OGA. HANGER O 2 D 4 — 0" O.C. OWL) EACH DIRECTION v 0 co 0 1 W 3 ' W ,I ~ H A ' S�(C LL Z Lii f1� US� : O ES. WIRES NEED SOFFIT FRAMING 1 � • !r , Z ONLY BE INSTALLED AT B' — % SEE ARCH 232 -0i rn3 41 CENTERS. CONNECT TO TOP 7 o M FCrsr CHORD OF JOIST. s rONAL k (2) - WIRE SHALL BE ORIENTED N -S I tx►rnFS /3 /2 s ;•123, (2) -WIRE SHALL BE ORIENTED E -W REC SOFFIT FRAMING PLAN E` i.-1„..0. AUG 2 6 2002 G.C. SHALL COORDINATE WITH DUCT WORK . BUILDING DEPARTMENT s� ' :::\ µ 1111-11—___ PROJECT: JARED or r THORSON BAKER & Associates, Inc. CUENT: JeNG[N ARGuTECTuRe w aut r r ', Consulting Engineers DATE: G-6 -O2 ` 3030 wat Sirulabono flood 330 659 -6989 Ph. r ,? ,, ' - Richfield, Onto 14196 ( (340; 659 -4575 fox IBA Job No 1 2002 -OOg5 1DwG . No I 51(-5 ' - KF ° - ' rr:,d , i , e Z C ._.,.. ur . rn • ea ewv+ nwn! wv. tt. rw' M' A7fi:!'.' riO„ xMR5Y. 2r+^ e. fA4tt :✓J /eMfrn +.nl..w ^'.:.w..n.: v.:a rv..... .....:....... ..._,.,. ,. . .. .n,.. n. e. . ^t :• "•)'.ry ".: .. t:; ."K.)•1xCi.ati'':'4'r.'t ) -. Z 1 Z t ilI I 1 JU ILI a 'J I�i� }_. • _...� .� • _._.!..�..!i_.i.i.l.iL�.. a ..i.:..,.:.i.L[_if.. ... t _�_ x . ! ..11 ,...,...�...,.t. 00 . .. .__...r.._ .i.._. ..._.I..a l_. I . ..__. 0 Co W J = • H ', �.. W i • • M- 2 D E1'AR'1'1�1LN 1' UT LABO(t AND INDUSTRIES • 1 �� d • REGISTERED AS PROVIDED BY LAW 7 = w • CONST CONT GENERAL H .. .!. .' ,.EXP. DATE w ? ~ :; d ;. ,. :RESIST ' 01.' l `RASBUI* 062K4 01 / 0212003 � W � CC 05/24/1994 EFFECTIVE DATE N j 0. 180 E R A S BUILDERS INC u.) : HAMPDEN AVE STE 201 1 �. . 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A.N.,!$1,N.4, fl$, ::•,••••••:::.:. :•• :. H. •,.....-' ,•: .:•••••.; :-•••••••: • • ...;. , ' ,..' . :„.... •• •., - • - : ' • - • '•• , • • " • • : • ; ,.... t , ' , ;'!,:: - . , i i :: . ".:fii:: : c'e: . ......§\''''-i''''..; CS ' • -'-' • . .... • - , • „ , .. . — . ill4,1F41, ,..■ ...... .;. ‘,-.„: 41.1vp -x494.,, , ,.., ,...,,..,...:,,,,..,,k, • :„...,...2 „.„. ..,,.:::,;,-;, -.,, ,, ,,IcA ' 17 ,' i''; ik ''l ,. ' , 'it..::" f ; '...; i '.' N': A 2.V ': :; '. ,..' " ':- '2' .: :: ' ::: ':' : ' ' ... :'' `,: . 1' ;'-..' ::: ' : ,;.'' • ,: ''.:''.:' . :: ; l' , ,ft:•.' 12 ,s .: !,-: ' :: :.:::`,. ...; ::: ..'':-.„' ,'':•,..;:: ,. ' I . 1 : : : : . : 2' : -: '''. : :': . . Y ' ; ..: ,' :.. ' : ..... : : . ••': , : 2 ;',. ' : .• 1 '' : . : :' .: : . ' ' 2.'. . ' 1 ' . ; •.' ' ' ' ' . .; ' ' . ' ' .: , r . . .' . : ' : " : . r ' . : ' , 1 1 .'' . .: ' " , ' . , . . . .:, : ' ' ' : ' • flA P ()TZ I II i '' ';' , - i . 4 ..': .! ?; c A ; ,..g ' ". - ..(';. ':. ', ' 0 '. ' ' ''.' 2 . .'.'. 1 !" ., -''•' . ." . ";•".... : . .•••`1 : /: : :;';`. 2 1.: - ' ::;':["..'';:.'.';.:;;;; ,:. ''.• ' :.:. ''', ... ' ' ..: ' ::•:" •:;•• :,':'-•:' -: ', •; • '. :..: •.".• ''' 7 . , , • . .: . . . • ' • . . . . .; • • ''';',..',..''.fi t4;Y.4 g •;', t,,'•:.'.':', ;.:'"'".• •;•.',' • ' .■""- • ..: ':. : ' .'....." : ' • . ; • ..' • ' ... ," ; .• ' ) I " .; ' . ' : • • . ' . : . - . . ' : , • . . ,." . . . . . . . . . . . . • • . . . • _ , — A ... .■ ....... -... . „ ..` ... , ...... . ., . • : . . - .........., ,., - . . . . . DIVISION OF WORK PROJECT INFOR 1,4TiON D1 INDEX GENERAL CONTR. RESPONSIBILTY NOTE: JARED- THE GALLERIA OF JEWELRY Ti TITLE SHEET / RESPONSIBILITIES fl. FIXTURE DETAIL SHEETS THE GENERAL CONTRACTOR MUST CONTACT THE TukwiN4, WA IA D ' Jencen Comm 4263, April 1 9, 2 002 SPI SITE PLAN / BOLLARD DETAILS F14 -F15 TENANT'S REPRESENTATIVE PRIOR TO COMMENCE- DI DEMOLITION PLAN AND NOTES MENT OF BIDDING TO REVIEW RESPONSIBILITY LIST. UTILITY REQUIREMENTS AI ARCHITECTURAL FLOOR PLAN El LIGHTING SCHEDULE AND GEN. NOTES G.C. MUST THOROUGHLY EXAMINE PLANS TO UNDERSTAND THE 2 Ll. G.C. ELECTRIC: 800 AMP, 3 PHASE, 120/208 VOLT 1 T h e Ga. f e-lr e a OO f Je''e r y A2 EXTERIOR ELEVATIONS E2 ELECTRICAL FLOOR PLAN ACCORDINGLY N EXTENT CF ANY /ALL ITEMS LISTED AS EXISTING AND BID GAS: 3' LINE (EXISTING) X I' - (P OF MALL SYSTEM) WATER: 2" LINE (EXISTING) L''' �+ --- A3 EXTERIOR ELEVATIONS E3 ELECTRICAL CEILING PLAN E4 OMITTED �t IJV n�RnCEH DIVISION OR SECTION DESCRIPTION/NOTES w SANITARY SEWER: 4" WASTE (EXISTING) I p C� rkw y �7q�a r�i T�i�w I Ia / A4 EXTERIOR WALL SECTIONS 00 Contract. Requirements Shopping Leon. (if required) . STORT1 SEWER: EXI„ T1NG TO REMAIN Ct°ntt°.0 UJa shi#1g�o#1 A5 EXTERIOR WALL SECTIONS E5 ELECTRICAL PANEL SCHEDULES z. Induce"`° See o °'B°°!` I N 2 Ab (�° EXTERIOR WALL SECTIONS E6 REPAIR SHOP ELECTRICAL DETAI ARCHITECTURE of General l R equirements 3. Genera cad l0 /1 y PHONE: ( 12 ) ) LINES STORE 0 041 Requirements ^ Al EXTERIOR WALL SECTIONS El SECURTIY EQUIP. PLAN < DETAILS i RETAIL, DEMON L Permits and Fees All Applicable • 4 N • 2. inspections Comply With Loco! Proeedires •••• • BUILDING DEPARTMENT ` : PROJECT DIRECTORY AS ENTRANCE CANOPY SECTION/DETAILS E8 ROOF TOP /CONDUIT STUB - UP PLANS 1 3. Tedporary Electrical As Required • • • • l4M 4. Temporary Telephone As Requires A9 ENTRANCE CANOPY SECTION E9 ELECT SPE CS AND NOT LANDLORD ARCHITECT ENGINEERS EUCLID AVENUE r H. NNN N (, MO 46495 5. Temporary Heat As Required •••• TENANT 410 ARCH. REFLECTED CEILING PLAN MI MECHANICAL ( HVAC ) PLAN 6. Temporary Toilets As Required �4�1 N ci ty o f T u k wila STERL iNG INC. PACIFIC ASSET ADVISORS JENCEN ARCH STRUCTURAL : THOSON BAKER 4 ASS INC 1. Dump... As Required (MCI. 2 r« F.G. work) • ~ H• NH H (330) 659 -6688 CONTACT: ANDREW METZGER All INTERIOR ELEVATIONS 112 MECHANICAL DETAILS AND NOTES • • • 6300 SOUthGenter Blvd. "100 e 8 Final Cleaning See Specs Bode • •1 • N 315 GHENT ROAD 600 108th Ave NE • 530 2850 EUCLID AVE5LIE MECH/ELECT/PLUMB: THORSON BAKER 4 ASSOC PH J 2'993.781.0434 02 Site Work MMMuIM�M Tukwila, WA 98188 -8548 AKRON, 0H 44333 -2668 BELLEvUE, WA 98004 CLEVELAND, OHIO 44115 CONTACT: RiCH TUSHAR /JUAN GASTRO 412 INTERIOR DETAILS M3 MECHANICAL DETAILS AND NOTES F 218.78L0934 L Excavation (only if applicable TEL.: (206)431 -3610 ) � N TEL.: (330) -5000 TEL: 425 -990 -6200 A13 FLOOR FINISH PLAN PI PLUMBING PLAN AND DIAGRAMS 2. Bituminous Paving (only If eppllcable) 0 014 CONTACT. FAX: 425 990 - 2601 3. Drainage (only if applicable) • • • • MIKE GLASER 4 5585 CONTACT: TEL (216) 181-0131 Al4 FIXTURE FLOOR PLAN P2 PLUMBING DETAILS 4. Demolition (only if applicable) 41, �„� : STEVE GREENBERGER FAX (216)181 -0561 AI5 WOOD BLOCKING PLAN • MP1 MECHANICAL AND PLUMBING SPECS 5. Landscape (only If applcable) 111111111111 5104 CONT: ROGER HEINEMAN Al' SIGNAGE DETAILS (INTERIOR) SI STRUCTURAL PLANS ` 03 Concrete 11011111111111 Q /'` a � - I. StnxCUrai Concrete New Found.. 4 Concrete gab as 9.x•1 100100001 0000 (U.B.G. 1991 E D i T I ON) THE GAG. SHALL HIRE THE FIRM OF THORSON BAKER TO 1 VIEW ALL STRUCTURAL SHOP DRAWINGS Al, �QF PLAN t DETAILS 52 TYPICAL DETAILS AND NOTES New Interior Concrete Slab (VAULT) AIS GLAZING AND MISC. DETAILS - S3 STRUCTURAL SECTIONS ' 2. Moisure Ore All Exposed Concrete MMMI�MI• • • • (NE L. 1991 EDITION) FOR APPROVAL. COPIES OF NE PROGRESS REPORTS SHOULD BE SUBMITTED TO BOTH THE 04 Md6Onry M ARCHITECT AND THE LANDLORD ON A REGULAR BASIS FOR RECORD PURPOSES. f L Gamete Bbck/B•I s, Sew Mi. schedule on sheet •A2. • • • • . SEISMIC ZONE 3 A1� REPAIR SHOP DETAILS S4 STRUCTURAL SECTIONS 05 Metals MlMMM 80 MPH WINDLOAD ZONE I I �+ ' • A20 MASTER SCHEDULE OF ALL FINISHES I. Structtral Steel • • • Proposed M - Merc antlle ROOM . F iN I ST'1 5C1- IEDULE AI-50 SEE SHEET e T A20 FOR SPECIFIC ROd1 FINISHES. - 2. Light Gauge Frambg For BIIlklbg Exterior Build-outs NAN► -IHN - A21 SIGNAGE DETAILS (EXTERIOR) .._ - W 111 MIIIIIIMiM USE GROUP r1' (SEC 309) J 1 06 Wood and PlesPlastics 't ENGINEERING NOTE n Z. w W I. Rough Carpentry gee epees. Book 1 • • • • • ► • �� d' „� FIRE RESISTANCE RATNG REQUIREMENTS SEC. 904.1 Q _U 0 U U w U F J Z ALL QUESTIONS AND COMMENTS REGARDING ALL. TYPES CF ENGINEERING : 2. Finish Carpenvy get Specs. Book 1.- ► • - / • H NN . UsE (Aar B �. Q LLC W U 2 >- g_ w U QZ E 0- O ti) )- iv ' o_ STRUCTURAL, MECHANICAL / ELECTRICAL / PLUMBING DESIGN.., SHOULD BE 3: L aminates A d Veneers GL. to provide for d oor f inished B-Retell WA �}}JJ W w =1 fz O! 8 f1 F- P L � W Q � - � {t1 � � © _, ADDRESSED TO THE OFFICE OF RECORD. ALL CONTACT NAMES AND PHONE NUMBERS 01 Thermal /,Molstu•aI MMM W Q Q o W t� > p � U p w W _ ARE LIST IN DI RE CTORY AT LEFT. L I. Waterproofing Specs. Book • • • FREE STANDING BUILD54 UNDER 0 SQUARE FEET I t �- tt U m 11 .- V u O Z z w N 2. Insulation gee Specs. Book NiN� �N m__.. U Y p ` D . 4- w N 0 s- z PARKING LOT / SIGNAGE NOTES +.1 n 3. Flashing and Trim See Specs. Book • • • • i1 a I Ni-/ J G . A t >- _ w X 1n X a 1 A .4 4 a J X N Q t- - u: i- z w Q Q o- t- p W THE PARKING LOT ASSOCIATED W/ 'JARED SPACE WILL HAVE 35 PARKING SPACES, L.. C o - )- 4. Roof A.ccessoriee See Specs. Book N N. N1-/ FIRE RESISTANCE RATNG R E Q U I R E M E N T S EM USE % OF MAN USE I FIRE ASS ASE BLY U a_ > u 3 w 7._ - 4 > U w w a tL kI w a_ ui 0_ 0 d 3 OF U41014 WILL BE DEDICATED FOR-- 1ANDICAPPED USE ONLY- THE BUILDING WILL I) 5. Sworn System Sae Specs. Book i Mi N � 66 FIRE A..4 SEPARATION - HAVE 2 SI GNS, I ABOVE THE ENTRANCE AND I AT THE SOU PARKWAY 0) V 06 Dom end Undoes moss Interior Area 6652 952 1 -- WA ROO FLOOR B WALLS CEILINGS CLG.HT. STREET ELEVATION. L Metal Doors and Frames Refer to Door Sd-ed le • • • I 12' -8° 4 9:L0" Q � 2. Alum. Shutters or Griggs Refer to Grille Schedxe ~. • ~ ~ ~ : R Required VESTIBULE _ - ®� . - GENE I � 4L. N a 3. L. Mt. Wood Doors Refer to Door Schedule M NR- Required I SALES AREA • • • ^ VARIES __ AN Q CeQ • • • 1 N A E HN H I. ALL MATERIALS AND WORK BY GENERAL CONTRAGTOFt (GL) UNLESS INDICATED OTHERWISE. 4. Alan Vestibule t Gass Be e Specs. Book • • • • - • • • • - • 11' VERIFY DIMENSIONS AND. CONDITIONS AT SITE BEFORE BIDDING: REPORT. ANY VARIANCES TO •Q E Builders Hardware Nee Specs. Boot riliiii NN ►� 603 . I TYPE$ OF CONSTRUCTION CLASSIFICATIO PL AY AREA TENANT. CFUJJGE9 REQUIRE (PRIOR APPROVAL. DO NOT SCALE DRAWINGS. Q 6. Glass, GazMq 4 frames See epee.. Bolt TYPE 2C, NON - COMB. /UNPROTECTED (TABLE 602) SEATING ! • . • 11 2. GL AND M ATERIALS. GL. TO PROVIDE . IS RE8PON9 F O R 7HE RECEIVING, STORA CONT STORAGE AND HNID REQUIRED. LR4G OF AL TENANT SUPPLIED ITEMS 0 05 I. yp° M Thla construction classification l based on the 1996 BOCA. L GypeumiDrytmeli System Sees 9peee. Bolt ••••• - CREDIT ® . • . 9 -6n v 3. wow SHALL FULLY COMPLY WITH GOVERNING CODES, ORDINANCES, RESTRICTIONS, AND NATIONAL , H..0-0-0-0.4 2. V.C.T. Floor Tile / Base See Specs. Boot • • iNF/ • • FIRE RESISTANCE OF STRUCTURAL ELEMENTS 3 /4" ELECTRICAL CODE. TAKE ALL NECESSARY MEASURES. AND COMPLY WITH LOCAL BUILDING 3. Veslbule Walt Orr Mat Provided by Tenant • h • 1 • • • � DIAMOND ROOM � � • _ 9 0 DEPARTMENT 4 LANDLORD (REQUIREMENTS FOR FOR PUBLIC PROTECTION. (BARRICADES, SIGNS, ETC.) Cr) CCi er: 1"11'1 ELEMENT REQUIRED RATa4G9 N PROPOSED RATINGS N _ 4. Acoustic Ceiling The Sea $pees. Soak • • H • - 1 - /NF1NN HOURS cacao NPReaaER HOURS W/O aPRINCLER SHOP ® ® •. I I , _0 " 4. ■ GL TO S ECURE ALL PERMITS AND PAY ALL FEES. EXGEPi FOR THE GENERAL BUILDING PERMIT ..,._• � °"�„r�, .+:a. PAID TIE TENANT. 6. Paint see Spas. Boot ••••• o" Q •� �• � 5. Transition Strips gee Spas. Boot • • : WILL BE "° AND PAID FOR ° Y H0 - 4 W SYSTEM SYSTEM w,x.. MGR'S. OFFICE • • • • • 9 - _ 5. G.C. TO MANTAN TELFPHONE AND A FAX MACHINE ON THE JOB SITE DURING CONSTRUCTION- PERIOD. 1'. 4% 1. Carpet gee Specs. Book 1 • N 4 F iro Se paraucn wA Free Btandirg WA Free stetdxg Assemblies Under 10000 SOFT. Uxter 113/800 SOFT. - INVr'Y GOVT. OFF. • • 9' - 6. WORK DONE BY FIXURE CONTRACTOR (FL) 19 NOT TO BE INCLUDED M G.C. BID. NN 8. Ceremb Tie see Specs. Bode • • • ►/ T. G.C. MUST EMPLOY A CARPENTER AND A PLUMBER ON THE JOBSITE FOR (2) DAYS DURING MERLHANDISMG CF F E H PHYSICALLY HANDICAPPED AND ELDERLY 9' - 0" 3 Ub lkoverMgs See Spec Bode, W Stpp'd by TeTem. �N N F4 N � N • TRAINING ROOM .. ® • • • � THE STORE TO NBTALL AND 1400K-UP ANY /ALL OWNER SUPPLIED ITEMS THAT REQUIRE SUCH SKILLED LABOR Q � CO 10. Seal Hard Interior Concrete Slab Use Group M occupancies shall comply with ANSI AIhLI 1986 pp�y T O 8 . GL M0.L4T S UPPL Y AND MAINTAN A 30 YARD DIAIPBTER ON THE JOBSITE DURING THE. UEEK OF MERGHAmISNG I_ 10 Specialties 101� � OCCUPANT LOAD ( TABLE 1008 . I . 2 ) NON - SALES • • • S TRUC T UR E FOR 7HE OUNER'S TRASH DISPOSAL USE. G.C. MUST REMOVE THE DUMPBTER PRIOR TO STORE OPENING. I. Menage Sour. Electric by GL. • • • • _ - 1 0 INN TOILET ROOMS • • • • • EXISTING G.C. M UST PROVIDE FOR AT LEAST 90 CUBIC YARDS OF WASTE REMOVAL. >, et 2. Awnings Suppled and Metalled by Sign cony N • 1.4 N N USE AREA en/PERSON OGGUPANt Sr 3. Toll. Accessories Nee � N • A . , ^ AREA FT) LOAD STORAGE ® . . • • • 5' -0" M4TERi4L SYM3OLS SYMBOL KEY /�� Sr 4. Storage Shelving Ubod bl ovided GL. • ~ SALES 4145 /30 139 9y • MMMMM NON -SALES 542 V300 4 JANITOR'S CLOSET • • 0 • 8:_0 % % %i % % % % %i EXIST'G CON BLO II Equipment -- -. • L Equipment Repair Shop EoNlpnt Helium, 02 4 Air Piping By GC. N • 1'11'4 VESTIBULE V300 ' V3 I - GAS STORAGE • • • V E XIST'G EXTERIOR WALL ELEVATION OR SECTION LETTER (Z 2. Safes / vault GL. to Coordinate Installations 11 e SUPPORT / OFFICES 1340 1/30 42 3. Fire Extinguishers As Required Per Local Code 0 NET HALLWAYS (2) • • • , • 9' -I" ` / 000 CCN STR UG TION SHEET NUMBER � C -W E B Furnishings INTERIOR WAINTERI LL TOTAL SlPAGE USEABLE • 6, B9 493 186 - EXIT CORRIDOR • • • • • 8' - . i CONSTRUCTION NE I OR TO WALL MATCH EXIBT'G g 20®'l I. Flx N.., Paneling, Millwork See Fixture Drawings • • • • • TOTAL 6.652 186 5��. 2. Chairs, Stools, Ottomans 1" _ NNR NN• VAULT • • • • 8 -0" � A S TEEL GO M` S FU E 3. Mission Statements' • • - - DETAIL Nt1BER NN .. _ 1 006 5 LENGTH OF TRAVEL (TABLE 1006 . 5) /'� J� (SEE HARDWARE SPEGFICATICNS M SPEC BOOK) ALL EGRESS DOORS ARE READILY OPENABLE FROM 4. Window Blinds • • • PERMITTED: 250' MAXIftUM ALLOWABLE (SPRINO.ER D) DOOR S`„7 -fE DUCE NE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL K 1CULEDGE. 4 MUST OPERATE PER PFPA WI .I GYPSUM WALLBOARD SHEET NUMBER NYNG 13 Mechanical 011001 PROVIDED: x20' ACTUAL (FROM STORAGE ROOM TO REAR DOOR) AND THE LIFE SAFETY CODE 1991 EDITION, CHAPTER 5 -2J5J . DOORS 9 4 4 TO HAVE A SIGN ON THEM OR L Fire Froteetlarm • •• • SEE SWEET a FOR 6�CFEDt1LE OF IM MEDIATELY ADJACENT TO THEM AT THE HEIGHT OF THE LOCKNG DEVICE, WITH I" NI LETTER STATING: _ ' I CONCRETE �E�� `) DOHS N • • NN Sprsitler McWns/Leteals • •�• 1005.0 C APACITY OF EGRESS COMPONENTS �pLL- ppW `GlIELLES. 'HIS POOR TO 1•H'1rIN 114LOp�D MIMS EUS E86 WOO' a KEY TO DECORATING SCHEME Needs Ho-0..0-0-4H ( TABLE 10092 ) 2. Plu bang All Fixtures, See Specs. Boot N 1-4N/-1/-/ P ARTICLE BOARD !`• •• REQUIRED: NOTE: ALL L.AMNATE FINISHED DOORS TO BE LAMINATED ON BOTH SIDES AND BOTH EDGES. + + + + + + + ++ 14oteCold Piping P91-IW WW" 2 INCHES x OCCUPANT LOAD ( 186) • 312 INCHES i FINISH `pESCRIPTION I Q Semite., Sauer w/ BedJlam Prevention "" PROVIDED: PLYWOOD KEY TO REVISIONS �I • • • • N g O - S TAImARD DARC 3'-0' x 1' -0' x 1, 3/4' FACTORY PANTED WIDE STILE aLUlatrI IPRAME BY `Yqe` o EQU AAL WITH V 4' TH. TEMPERED GLASS. RECErveo ., 4 Mete< t 1431T. • • • • .685 irnt}rs BRtONZE ANODIZED ------- ------ RIGID INSULATION cIT`' OF TuIM"a Restrooss Complete Field verify condition of HI♦ N W .'N. Door Heber ' STAimARD DARK - KEY TO DOOR 9CNEDLLE 3.14VAC existing rlxWes to remain. Doer Heber •3425 inches - SL "O BRONZE ANODIZED (PAIR) 3' -0' x 1' -0' x 13/4• FACTORY PANTED RIDE STILE ALU`ta4lfl FRAME BY 'YKIC OR EQ UAL WITH VJ` THICK 'RIOT GLA JUN Q 8 /� Z Rxwe Hoot -up •••• - T ota l Pro .102.75 Inchon 3 ; LAMNA O4 3'-0' x 3' -6' x P WOOD GATE AND JAMB TRIMS WITH ALL HARDWARE (HNGES AND LATCH) S AND INSTALLED BY THE FL. I ( GLASS PER MIT c� •ti ' {�' ° Roof Top Whits �'d • • 4./ - 4 M - / • 1 - I • •41•� 1010 2 MN. NU MBER OF EXITS ( TABLE 101 2 ) 4 * L AMNATE 3' -0" x 6' -8 x 13/4" SOLID CORE WOOD DOOR AND PANTE HPM FRAME _ `�/� KEY TO ROLL-DON GRILLES Ducts/Diffusers ••••• o { . C I WOOD m NG �/ ( SEE SCHEDULE CN SHEET A20) � I ��II ^ "' F4 1 I 4. Helium, 02 4 Al r Supply GL. to Extend as Required ••••• !red. 2 Minn. (500 OR LESS OCCUPANTS) PROVIDE 91845' AND 'IUOMENS• 6 1N4 TO MPLY t - /NNNNt -1 Required: SG. J 71C •L,�YINATE © 3' -0` x 6' - 8' x I SOLID GOR WOOD DOOR AND HM. FRAME (I" UmERCUT) WITH STATE AID FEDE ACCE NSIBILI7Y CO Required G Gee Sa CODE vice (Verily) .G. to Extend es u 0 A P u Provided: 2 CEILING / �/��� 1 14 Electrical ^UP1N^ , © ;( PAINT, O 3' -0' x 6 -8` x 13/4• HOLLOW CORE WOOD DOOR AND PAINTED HM. FRAME I I I I I I I I I I I ACOUSTICAL CEIL 1 f-� ! COI- GRID NUMBERS 1 L Power 14 Service NHNH NAT STANDARD PLUMBING CODE FINISHED wooD �J Mets;LT Cab, Se. Geer •NNNN SG.I� CLASS 3' -0" x 6` -10 3/4` x l,2 TEMPERED GLASS. DOOR WITH "INTEGRAL 'HOLD -OPEN' DEVICE N CONCEALED CLOSER ���� All undersleb Conduit N • • • • SEPARA FACILITIES �t�f ���� BATT/L005 INSULATION F4►-4 0 .0 YES SL. $ * PANTO 3'-0• x W.V. x 1 3/P SOL CO RE 1 -HOUR RATED WOOD DOOR WITH PAINTED HOLLOW METAL FRAME (•� BUILDING BENCH MARK AND Conti. 4 Wire For We re s HHN W P avldsd: YES • Required, O r 'yy ELEVATION HEIGHT INDICATOR Lurid. 4 Wine For Were 1 - sc. ® * PAINT O. 3' -0` x 6' -8 x 13/4 SOL CORE I -HOUR RATED W OOD DOOR WITH PA NTED HOLL METAL FRA �////� MASONRYBRICK Cord. 4 Wire F°mp°'i' E NI�► E iF E iN HANDICAPPED PLUMBING FACILITIES 2. Light Fixtures / Lamps Ar � Lot L Lis • • it y • u• Required: YES SL. I0 * UIDODCI / LAM. Q 3'-®` x 6'-8" x 13/4' : SOLID CORE I -HOUR RATED WOOD DOOR WITH PAINTED HOLLOW METAL FRAME. SEE ( *). NOTE BELO U: /� /fi r /� M If Lot L '9 ^ Ira Provided: YES " 8 . J1 L. * , LAMINATE Q 3'-i• x 6'.8 x 1 3/4• SOLID CARE 1 -HOUR RATED WOO DOCR WTN PAINTED HOLLOUMETAL FRAME. STORE DATA, A S EViAT I ONS 3. P Weft Standards, Le • • y • - Lil W arkk .Bases and Foundations 111,%,,,,,04411.4 00001001 ^ �M 3 -0` x 6' -8 x 13/4" -SOLID CORE WOOD DOOR WITH 4" X 4" (N 1R AL)LUTE WT14 WIRE GLASS AND PANTED HM. FRAME. j a a. Siemer Final Hook -up by E 111,%,,,,, 0 4411.4 MINIMUM PLUMBING REQUIREMENTS SL.O * * -- TE'� PANT FRa•V FOR DOOR LITE TO MATCH DOOR'S LAMINATE. AREA DISTRIBUTION E.G. ELECTRICAL CONTRACTOR tV 2 Pro V u 5. 111111 fk Final Hoot -Up by EL. • • • • - o 4N Water Closeted( pm DOW i3 LAMINATE 3..e. x 6'-8' x I mt. SOLID CORE WOOD DOOR AND PAINTED HOLLOW META- FRAME PLAN DESIGNATION QUANT. % OF BL e • G.G. GENERAL CONTRACTOR 6. Telephone / r volWdate) E.O. to nn Conduit dour mein 1'i H ' . a Re I Requlred:(Men) 1 O * � t4TEXT O a • A Telephone Paned service All cone/Ate by E.G. H N N∎1∎4 ( Rovided(Ubmen) I Rovlded (Me") P TO MATCH �pgg ;r - 8 . Parr) • • • • • O AIJ i1N18et 3 -o x 7 x 13/4' INSULATED 70 R PAINTED HOLLOW METAL DO AND FRAME WITH ILEA714ER87R 1. Bu!IDING AR EA 6,981 BF . I00IDl F.G. FIXTURE CONTRAC , .� N 1 WL. SL. Id * NBTALL SECURE PANIC HARDWARE BY - "ARM- A -DOR" (SEE SPEC BOOK) (EXTERN i= w'TPRNT). _ 1 +11 w t / t4L kic Exit el �~ 11. •1 211 WL B PA -1 hie' 2. EXTERIOR IILILL CONSTR 335 9F. 4A% CLG. CEILING j \li Y I0 \! I\! z : E 41e t 1 t �" F+ Lavatores(1 150) NT. HEIGHT Y tltltl 11 m IA 58.04 Sot. E. to co - «d w) see.. Vendor • • • •.•' 3. NT F AREA 6,65 BF. 952% Meows' EC. To nn L«mdult m/ Pulbtrdrmg If NH R s gti lredgille 1) I Requlrecd(Me0 I , ' - (PET LEASABLE AREA) -- - -_ - -- LL. LANDLORD . sy d 00.00111. stem is required by code to Provided : . (IUenni) vlded(Me l) 2 . , INTER OR WALLS B9 SF. 2z Service Sint _Drlrking FoNt dl per B00) NOTE: ALL DOGR8 MARCED"SCS SHALL BE SELF - CLOSING, WITH CLOSER ADJUSTED TO ?MAXIMUM OF FIVE (5) POUNDS PRESSURE. - NON - SALES VESTI 942 SF. 14% AFF. ABOVE FINISHED FLOOR SUPPORT AREA B40 S.F. 19% N.I.C. NOT IN CONTRACT lri....7 Q R. Opptilsr Utr11g CondmiConduit OMkU • • • • • : I Rsquirid I *NOTE: ALL DOORS MARKED WITH AN ABTERINK ( *)' TO HAVE THEIR FRAMES PANTED TO MATCH THE COLOR CF THE ADJACENT DOOR FINISH. FRAME FOR DOOR SALES AREA 4, SF. 62% / � - 13. fire Aismt ac. To Coordinate (conduits b EG.) rH ~ ~~ p d : I Pro ldsd, I (1U - LEVEL) - TO BE PANTE T O MaiCH LLt00D LAINA . IS RESPONSIBLE FOR DOOR AND FIRA'1E FMI&•EE BY ERiER SHOP OR FIELD A PLIED METWCD5. BUL 166 SF. 3% N.T.S. NOT. TO SCALE NOTE THAT DOOR N0 MU8T HAVE THE WOOD FINISH GL SIDE FACMCs SALES AREA WITH WOOD FIIdi811 TO MATCH UtALL PANELS. . HAS ' 0.2"". / - - ..e .,,, 1. �JEN • s., -,;T ;,.� SOUTFI *STN STREET - n- t 1 , t' _ _ , 2810 FUCLD AYE ONO IDKISTING LANDSCAPED AMA - . - ''� NOTE, REPAIR ANT DN9AGED TO YELLOW - - PA1N1ED L CURB AAS, DIE TO CON5TR11CTtON, AS NECESSARY. - -- - - -- - - - G.C. TO PRONDE NQp DIS F'ST92 (TO EXISTNG SERVICE DRIVE FR EXISTS.* DU'PSTER LOCATION) - 52i REGISTEttED ARCttiFEeT . IINII a 'EXISTING sIGNAC,E LOCATION (NOT N EXISTING LMIDSCMED AREAS _ - � s — '��. — - - GONTRAGT)seilE+[ leoaen[rc:. STATE OF `YASNINGTON . . i' - ,- . . . " 7 � ,. . . L NOTE: REPAIR ANY DAMAGED LANDSCAPED , - AREAS. DIE TO OONSTp1GTION, AS NECE88ARY. . C WV . c , - ,,,..:, . .. . :-•_:-.-.:•-,., , ,,.- ._ • .. ,,. .,. . EXISTS* SIDEWNJC r - --- I -- - — r O V^ .cll2 J I H . , .. T P.4RICNG SPACES - ii . IALL PARKNG AND LANDSCAFft STRJ -- EXIG TO REMAIN i PARKNG SPACES - ' 10 ' . ' .C..,w--;...,- i- ...,--:-. . . • - - . , ..-,..,.°,., .-..',.*:,_=,,..'.,.,.,.,'_ RE V U `-; UO THE SOLE PURPOSE OF THIS PLAN IS TO SHOU1 NE RELATIONSHIP - _ BETWEEN THE BUILDING ENTRANCE AND THE PARIGING LOT. 3uN'w ©0• p;V� Ni( ARCHITECTURAL PLAN -® = APR23 200? � . �' 6 / vim O , _ O M PERd1 C NTER { (/f - ' ' '• • , z pi r„ . . ... .., . ... . . ...,,;:,....,,,....„......:,....._, FIXTURES MER EXISTING SLOPED LANDLORD LANDSCAPE AREA TO . � DIMPSTER LOCATION SER+FIGE DRIVE Y RIEMAN (TO BE RETURNED TO - A 'LIKE NEW' CONDITION) \\ / _ - _ ' \ SIDEWALK / EXISTS* SLOPEDlA1DLORDIANDNDSCAPE AREA TO �` RE MAIN (T O EE RETIED TO A - VICE N•e CGNDITIOW /REFINISH EXISTS* CI IPSTER: a -` EXISTING GAB.I TER IU/ 3' GAS'FMPE INTO BLDYc .. DOSING S:R90M TO REMAIN - WALLS, CEILING,'DUCTIORK. EXHAUST PRESENT IF NOT IXISrIN*, (TO SE NELO 4TED- -SEE MEP DRAW N65) •.., .... -,- VENTS 4 TD PLUMB FIXTURES TO Ia'EMAM - -ALL DRYWALL SURFACES TO BE ..; PRavRDf NEIU DINMPaTEw � - R£I• ewst FRF OVER 5/b CsYP. ED. (TO RFa1Alw on PATCHED AND PREPPED AS NECESSARY TO RECEIVE PANT. G.C. TO RETURN - .. - . REMOVE EXISTING 3' -0' X t' -0' 819. HM SERVICE Rim", ON 8. RANTED SPL IT-F CM11 WALL 1T0. REMAIN) .: . - ' — ALL F1NI8f•8, fGTUIPMENt', NARDUTARE, ET 10 A LIE NEW' CONDITION DOOR AND FRAME. (INSTALL NEW DOOR N EXISTING - ROOF. DRAIN SGJI ABOVE (TO BE gCMiTRYaUJ TO REMAIN -:: WALLS, CEILM�•, U CTWORK, .. - LOCATION-SEE ARCHITECTURAL DUKa9) RELOCATED - -BEE MEP. DRAURt:*S _ RAiFEb- OUT . 4 • SIDRYT " AE�tc. - 0' 4FF::TO EE - . � EXHAUST VENTS rO REMAIN AND BE- REWORD, AS INDICATED- ALL DRTdWLL SURFACE-6 \ _ i I� IAA) FIIFiR OUT TO RECEIVE BEIU E!Fb. A8 INDICAT EB TO BE PATCHED AND PREPPED A6 NECESSARY TO EXISTING FURRED -OUT d• SIDING ABOVE 8'-0• AFF. !AT � � �' ' < ' REMOVED b! PAEN SPL:t C MU. . WA1 TO - - - :. . RECEIVE PAINT: G.G. TO RETURN Ai.1. FINISHES, EQUIPMENT, HARDWARE, SIDEWALK) S° PANTED SPLIT -FACE CMKI. WALL TO / II CR iECTURAL DRAWBY.S: ' -: - ETC, TO A LIKE NEW CONDRIQL ---, REMAIN AS IS, U P TO PONT AS INDICATE 1 I , • t _ '• t�eD.. ��SO�, 4�•,0, 0, s�Pe< C�o. ♦ e4e,�.��eeee,eD0eeee :�� .::4.e .:::. �, ,ea ss.....::` .. ,4 ! y LOCATIONS TO SIMILA FD. I COOLER 1 t ❑B (rYPIGAL) I I ' ;/ I = � 0 • i I i i T . 1 'F�P ROOM lr : ELECCR T - ri i s � • I • (TO MAIN I 11 I tYCAU : [ I � At l _ demolition symbol . . P. (TO REMAIN) . 0 I U RH•IOVE ALL KITCHEN EQUIPMENT AND FIXTURES 1 I BE - - $TORS RO 1 4. - -�'\ r - I THIS AREA TYPICAL LJ ... ` EXISTING STOTFE MLI-WORC C!DNEiR►, FIXTURES AND -,, � _ _ - - _ i EXISTS* CERAMIC = FD - AREA OF NEW VAULT SLAB Vi - .. . � RETAIN AND RECYCLE EX FD. � � � . .�. :. .. .�K C � ' EOUIPry9iT; (UNA)rO Gc:�N�D 6ir�6Yr - - - `A�iw11r -. . - / 0 1 WALL TILE FROM DEMOLISHED WALL FOR :: COO-ER - fy •. D / N REFURBISHP* CF EXISTBYa FLOOR PSI CONCRETE T TRAPS - FILL WITH . . EXIS TING CONCRETE SLAB 1 1 eN . - BELT GL. RlfiAl DISPOSAL OF 10 EE RE'IOVF.D. SEE -i IOALK -N COOLER ei' �' I REUSE REMAIN T ROOMS TO INSTALL AS AD FLOOR r (T OF 2) ' "�j Fi - • CD. (TO REMA 1 BASE oN NEW TOILET R WA ■ -. ... .. DItAURNG : - .II TO DE REI'I OVED . . - . Da6TNNG=NtrEK�Ie NRNUil W ALL FINE►€S AM) FLOOR z -_ \ 1 1 C ] - - . .t 1 _I .k uDER-YMG &WACO i FAKED ii � " I GC. TO INSTALL NEW TOILG'� ROOIM STALL r 1 . �- " i� D0 8rNG 6TGREFRONt DOOIi_6), GLA28Y. b Wain 1 DI .� DIVIDING PAYEES AND RELATED HARDWARE_ i;1- - 11 j - - CO. ere Netato R'" \, I (TYPJ FER NEW LAY -OUT SHi- •Al HARDWARE COOK ROB'( I - - : I L AO " ,7,,., wNMN MATERIALS AM 10 - - - = '� S* SIMILAR TO p I EXISTING (PATCH AND REPAIR WITH R ECYCLED � \ - . .. . - . . 4 \ !D(IBTING WALLS lip \ . \ I EXISTMOUNT TILE AS NECESSARY) ) REMOVE ALL KITCHEN ECUIPMENT AND FIXTURES • 1 I I .+ - EXWIt1Y• CELNGS ATD BGFFRB TO DERTTLMOVIRDNNOJ v. To RERAN ° I - I co . THIS AREA, TYPICAL I - I •NOSE COINCUR .e� ® SUPPARRS O)LY F APP_ROU ® RB � l SE _ ' � - ` REMIOVE EX ISTNNG ILY)MQN I ROOM • CA. FD. FD. ■ 1 OFFICE I COOLR R , F , - - s7irr'�i�ii6 riA�A ' : - ATtIf B1iY1R, AMD ONLi' iRNEIE SUCH CM EE - 1 LAYS AND CUT BACK P TO I n EIR TO LNCE -NdY AOT CAIOITION • • • I I • CA. i - RESTORED - I RESPECTIVE BEACHES OF 3) I REMOVE E XISTING E L E CTRIC P ANEL TO S EE IERMOYED, 516TALL NEW WALL TO EXISTING DUCK NORC, CNiWERS, RETURN AIR GRILLES, 1 O .. O f7H•IOVE EXTSTSNYa (2) ELEC. PANELS i I c - I ■ • : T I MATCHRIXI O E , 6 TAL F'RUBI W . " END CF EXISTS* ST HNOULIWW'8" ® - 6NEET iMpple SC's R C. D " M EE I®"WH� 1 0 _ 1 I L I - I :., , ,•_,,. START OF , G " i4D T pp me R eeoR OETECTOLAT a sEGA Re+ " -1 $tER� I - = - - - i - INiDICATED ON ARCHITEC DWGS - • , -: aD/OR "RCUBE aF E%pTNG' DUGTEI7RC ALL•s18,4D0IlD EX iS71NCs EXISTING I I I C I J L :� Ducnarec eHaLL KBD, MEN'S LAV O a O WOMEN'S LAV 1 I I � - r - - - :_- E�aeTliNacTR�cA c lecviraG. Lw�+rNw ewrcHs t I - ® DEVICES. OUTLETS 'N OE LEE _ . .. (L ELEC. PANELS TO BE REI"101ED I _ R - c��� - y-� w- -Dr 1 COOLER WITH 1 DISFI ROOM (TYPtcau I �4 • s - tew wRaNG,Erc, roe E, eoR�a:ELECtRIC4 L . �� 6 PICK -UP t?O 9lbwlALK R ISP ED ME NCL DING ALL . . STATE l W SH.. N h rECH,iGAL .} SANITIZE EXISTIING RESrROOIMB - I I RAISED FLOOR Rs•IOVE ALL K1TC4EN EQUIPMENT AND FIXTURES : ROOM • HANGERS AND CLEAN GROUT AND RESEAL d1RS CUT • IHe010'IOiION J _ 'aL'aNa R@1SE HER -. S I WALK -N COOLER THIS AREA, TYPICAL REMOVE ALL KRCN®N 52.11P•@NT. AND FIXTURES THIS : : T O BE i8:7MOYED' TYPICAL a �i ALL WORD ELECTRICAL SERPENT BNINH 6175ULNGY COLE* REMAIN. CORRIDOR I II 'I - - '.� I - �. PANT EXISTS* CF.D.' ` : FD . I / L '. SBITATIVE A LANDLQUID r -, 1 I I I I I ' �\ • FD. • FD. • • \ wuT. '' • L _I — EXISTING CERAMIC FLOOR TILE TO BE REMOVED I �- C > DOTING PLUMOSE FIXTURES RES TO EE REMOVED MHO.) ALL 11 J I FD. I \ / :1*., 7' D , ® NAMED LINES ARE TO EE CAPPED, NOTIFY 6TERLNG'b _ -. I I I -EXPOSED SURFACE _ __ LEVELED AND PREP b. RE"Eee 4TNE.F DOSING RMu ESAff ADA.. CQRUNT - . � \ • FOR NEW FR08HE9 I I ■ REMOVE GMJ1. WALL L = _ - - ; N } AND GAIN 9ERE TO LIE T FT Fe 1 I- AND }/ I I .1 G - -� I I - - ' 'm' - RELOG4r AO IE414ED. SEE e1�T PI TC LNr T fNAT �. i FD THIS r - - 4' s . L - - - J I I 'm' - ARE TO EE- TWEED. \ / PREPARE WASTE AND COLD r - J C - - - , - - ] I I • AREA- -SEE STRUCTURAL I '� WATER LINES FCR NEW HI -LO (TYP CAL 1 I I I DRAWINGS FOR DIRECTION J I I �� 9 DAMCR* FCINTAN i0 BE I - OVE EXISTING t• NIGH WOOD DECK L J • L - - '�� o • • INSTALLED i i REM - . ; 1 -- - FrerioVE a• RAIsED GGNNCRETE REMOVE efacx PILASTER AND 1 ' ' demolition notes FnLLaun ' n ' .. I CURB LEVEL SLAB APE REPAIR RETAIN - -TO BE RECYCLED AND AB AS NECESSARY TO INSTALLED IN NEW AREAS A8 . ® � Q 0 - - I '- J a RECEIVE NEW FINISHES. SEQUIN errPJ 1 T n - G.C. MALL EE FULLY IESPOHWIELE FOR OETAM1G ALL PEWITS - I "' - , ` ° I •� T H IS PR0.ECT.. p2i CF THE SCOPE OF NCR( FOR , .� AND PAYEE ALL ■ FEES Aa P l a � � ` � DINING _ I " r FD - -` -- -I- IRETAN� - -T R ILASTE AN D q" m - ., 1M Zl I E0 p 3 - INST ALLED N KNEW. CYCL A 4 � � - ' GGC. SHALL COAL. DIaMa.Hija+ amp SHALL RH10 ALL . - • , v. _ r DINIi�Cs THROUGHOUT BUILDS* ®© `� BA R i ■ I - 1 SHO IIt 1 IiYPJ '� ' ELWPC@lT"A8 o men % D TO CONIPI.ETE RE WTI S INDICATED SEQUIN -� - N -THE DID DOO DE10LttiON MALL EE AS BDIGATED " CJ) - i - DRAUINNGe INCLUDING, OUT NOT LINKED -TQ THE r„ �- UNLESS NOTED OTHERWISE ®® ` o I _ I. [ - ' I I I eN 1146 DRAWING AD THE REST G nE &D DOCU .. x E CERAMIC TILE, TYPICAL THROUGHOUT F� I I �. I , �a,,,e,L OF EXl511 STOREFRONT 6I &1GE g DNS ROCMS AND BAR - TO BE g • L ' I REMOVED -- EXPOSED SURFACE TO ISE LEVELED - FD. I ' ' 1 tl AND PREPARED FOR NEW FNI84ES (TYR) L I L I I H VERFICATIQ! OF 4U. C DrtIONb AND DR'BN610N5 WITH•N - 1 1 • I T FE SCOPE CE ALL WORK FOR TNIa PUpCU1ECT. 11EJGRT ANY ANND CARPET TO BE REMOVED I •Q ALL PRODL6MB/D18CREPANCIE6 TO ARCHnaGT AND TENANT • Q PRIOR TO START GF WORT. ' A /��( W .. - i Q p Q EXISTING WI DOIi TO BE I I yERFiCAT10N:OP LANDLORD'S C.OIIDRIQIB Ab FEQBIFB'6NT6 `W J O O 9 REMOVED --HE ER ABOVE FOR WORCNYs ON FIEMISSS BNTN IEaPECt TO A:DJdC@R MALL OMB ROOM AND BAR FIXTURES AND R1RNIlURE THIS : U L4TERTABLE au TO REMAIN. - CA 6. e�oOR TO START c`iipTSC AIL WORKDY GC. SHALL DE ' A i l l. : , : i i i i i ° FD. 1•' I I AR I FEFFORED N ERECT CO'PLIANCB WITN.LANDLORD* *LEE "�1 I `--._________s._ 5' (AVERAGE) ISED SLOPED I - AND REGULATIONS To PEONIES ti ttti DISTRA°TIGNA4D . , i E 1.i R4� 1 XISTING DRWYALL OVER Q $ _ I9i CCNCIETE 81DEtIWLK, TYPICAL 1 I DL41INiDANCE .. - - � v AND META. STUD REMAI . DEMISING WALL TO 1 m FD. I I AN TT C AN : I 1 FLAMAJG, SGEGULNG AND COORDINATION OF ALL REMOVALS �'; REMAIN PATCH AND REPAIR I AND De6a.mCN (A$ ¢ELL AA NEW %ORO P AS NECESSARY I O a 1 . a INSTALLED M AUEAB I LA �■■ `L • . 1 w I` - I !AREAS TO R NEW EJ REMAINS* - J MA E FOR ANY TEMPORARY N T o C LETE WORK. ^ \ "'- q 4 •. 1 L (O - FBI W _ S CH 1� - t • V ALL EXISTING R.COR V _ I. I FN4I C S N. DOORS AND FRAME6. D 6, AND A.LOU G r.. B O" - -., 4 2T , � DRAINS MARKED FD' - • - 1 cm.. OF 5) - -1. UTILIZED N THE FEW STORE LAYOUT. our NOT LIMITED 'I� r ' U � , .. 1 6 TO BE ABANDONED u r - j - T j a T - 7 To THE ITe'IS SHaGROAN O N n1 P t FJ 1 AND CAPPED UNA. 1 AND " , . r - U I l I I I , I I I i ,, o�F r a TWaac eHE M T Fe "'' EXISTING CONCRETE FLOOR F D.. RHER NOTES AND`RFORMnat . _ 18i� r r p�'. rtt�a yam - M, Q@ - w FINISHES AND ADHESIVES - I . • I I III iil F R WLS IJ" UBJ�IY�!)Vc� D TO BE REMOVED N ORDER °� I I E I 1 REMOVAL OF ALL LIGHTING F IXRIMS AND LAM armee I X x I cc(NTROLb, wRNG ANO ccNDUIL DISC011ECT& eawrcHjl b, w TO DING SURFACE CLEAN m I .. _ I - I pp III OnERUeE oN tTNE- ELECTRIGVU: DR/WYfl an awe 0-ES1. .. I BGNDNG SUISFAGE FOR I ' I 'I PANELS �, ETC, UNLESS SPECIFICALLY NOTED EXISTING *LABS; DOOR AM) FRAMING TO BE REMOVED -- I NEW FNNIBFEB. I,. FD. C .I to L n •CT.R'C SOLE, RING EL'ECTTECAL DEPICLMC N, PRE AREA FOR NEW EXTERIOR GC 45TRICTION PER - I - ■ I, I I i 1 1 ELECTRICAL.EQAP•HIT, WIRING OR CONCUR NOT SPECIFICA - F- PARE D WSTRUGTIRAL LINTEL/BEAM L J _ = I 1 1 SHALL BE PERFORMED BY A LICENSED ELECTRICIAN NO AR • 1 r ABOVE TO REMAND SEE ARCHITECTURAL DRAWINGS. I I IT 7 - - - - - r -- I - r -- I 1 - - :� *- NOTED t0 EEK•iIBEDBNA.L BE PERMITTED to REMAIN 2 L._ __I I I LJ 1_ i L - 1111 • . :. �c J J g " - � , § . REPAS2NG PATOHNG OR . REPLACEMENT OF ALL BOOR CMS* 1 • . lu E'•p• }Ex.r. b'-®' IS ' - m ' I ' b'-m' I Ib'-o - lo'+• V4• I ALL SIELVNG AND 6 I w I AND/OR WALL e18•ACEST HERE D6•IOLTTO N OR REMOVAL OF REMOVE EXISTING EJFB. FINISH !EXISTING EXIST.* EOYPFQNT OR FIXTURES, ETC HAS CAUSED DAMAGE TO 1CAINEER• STYLE FRAMING D STUD TT2.4NiED EXTERIOR WALL TO RETMARN) - I I EXISTTNIG STRICTURE TO FOUR. WREN ALL SURFACES CE6 t0 si I I EmsERS I -3/4• X 44/2. AND GLAZING TO I INSTALL NEW LIPS. FINISH, AS INDICATED ON I REMOVE EXISTING PAIR 3' -0' X T-0• I REMOVE ERICK AT EACH SIDE OF TIM , i III COdDm0N aUSTieLE FOR'RECEIVNCs 49) FINISHES, ' BE REMOVED - EXISTING HEADER ABOVE ARCHITECTURAL DIGS, ( TYPICAL) ENTRANCE DOORS AND SIDELIGHTS Dam' DOORS (. TO EXTERIOR El O F BIDE III.. '1 , ,, ' TO FlEMIAN (TYPICAL) Q- (STRUCIURAL NEADERB TO r --1 DOORS) AD R ERAN - -TO BE AN - I1( OF .,,,,,,,..G G WORD - ,..,,_„1„,/q E Eo 4 � e ) ' I - EX9tNG VESTIBULE CEILING, SOFFITS, WALL F BULE CEG, C, FINISHES TALLED N NEW ANiEAB AS O R T FLINT JO6 DB IOLI7kR1 ORp 13MOYAL of r I - I = I I REMAIN -- TYPICAL)- _ ITV SHALL REMOVED AT MSRUl DAY, is - �� 13 AND FLOOR FNIN.ES TO BE FULLY REMOVED AND - .., - DISCARDED, AND UNDERLYING SURFACES TO BE I I REMOVE RECESSED FLOOR I _ ASSES/RED D. AN SAFE DSRE GO. .- APR . .. �t OP CF EXISTING PP. 511 El 9 .1 0' A FRAM 80TTChl CF :: - SHALL VERtY N , '' O AND' 1.OGgRON OF 1'6 REMOVAL ` . . I ,ARE NEW FNISFES UN.O. I I I •3' -3 FF. 9' F$.. ME l �' : .. : TOP OF EXISTS* WINDOWS es'- O'AFF. BOTTOM MAT -PATCH CONCRETE AS NECE815ARY :. • A ,... _= . � � �� - � Z OF EXISTING WINDOWS e2'- 6'AFF. BRICK SILL - PREP D FOR TO RECEIVE -NEW TILE FlNUSH, C UlND ;.- • - � � � .. : - -' rewu . I• I - I TOP 62 6•AFF- BRICK WALL I3ELCUA EXISTS* I S BELOW Ia(18tNG WFDAUB TO EE ._. • �• ITYPJ �' - J 7 , ER' WINDOWS TO BE REMOVED (TYP) - - - y 4 ��t -= -� i 1 U s = � �'�i>� 4' . %�= �.rly�� ®� _ - ; . . ; . , - _ - = - _ - � ` - - - — - - - = - ;.; -- = � � .ms ��� - - -•' - -- ' ' - iv��._ . -� - - -- � - - -- �t, - - �� r /\ I I ,Ivi�j 1 . Q " , : : f ` I / � F = = = - - I 1 - -�- I - - - 9 IREFIOVE BRICK PILASTER Mld • - -. IIl49Tf= :. � TQ REr'IABN • I L ___ L L I 6 t ! ; I 1 VEST1�11LE I ' y1 o i ALLLEJ) AREAS AS o G48 Se e . . ° .wee ptl5 M6 CMLLIIMSCJ S : ,._ - \ ZI . / 1 ,.' S MOUN, (T TPJ TO REMAIN ' / . : N - ' i „ _ 1---L.------1 1 d IM o • mo o : : 4REnOF NEW - Nir 2 S/4• ' �. N _. I I __ • aL:Ae IKrN VAGr .,. , a I L � � k lGrT)GOLD WATER . a::•:, ` _ ,'X EXISTR* ALNNGS AND: II$LA ( m . GEhIOVE ALL EXISTING G1:A88 DCOR6 AND ':. I • - - - .I . r,. • , . - _ IIEUI WIF�OW ITOP At I4: 0') N VESTIBULE ,. ,:.,;. - 'HARDUIQIF£ TO 6c REtTOVED (T7P.Y 2'•a" X 3' -4" BACK COLU•NB TO ■.e REMAIN, TYPICAL OF 2 ► _ ■. ■ . UAND�OW FRN'IBNt"s -- PREPARE FOR NEVI ■.■ J `RET'IOYE uNIFDCW (uv TOP . '/ ,, e : . SEE ARCHITECTURAL AND. STRlOTJRAL ' / COWB`TR9GTION PER ARCHITECTURAL DTWS. ;2-''''',',."'",.-' . - 7 - A ' (TYPj I ' °RA C* . ' " > d (AVERAGE) RAISED $LOPED -- ,, • = >r - - = - --�— DEMOLITION: P L A N . ; CONCRETE — �- -------- .::��� cur ' ` e . . ••,„ .,,,, : ,.. _ - � " : �� PKNC9IGAL.L.7 6FIALLQYa a 11N6 ,�- ... v:. � - s.: ..,,...;,,,,.: , . ,... .. ,, a r, _ s ,,.. _,,,,.:-__-,. s , i, t 1 , .. , . . DASHED LrEBNDICATE PROFILE OF EXISTING ACRH • • e A YEsT18RECTURAULE CONL STRJ/ BTRLCIU - EDR4WNG8 R TO FOR Tar SCOPE aF IK7RIC DIAMOND- SFIAPED ARCHITECIUPAL LKd4T Fix1 BY OTHEIffi REFER TO SLEET AW FOR DETALS. JJJ \ \\ 1EI' DECORATIVE TRIANGULAR ACCENT FEATURE - ® REHOVE WDIOG F Q lw MADE OF CUT MJE.P$ (I" TH. u.111 BEVELED - .""(PARAPET TO CONSTRICT rill EDGES) SURFACE MOUNTED E D TO PARAPET AND NEW GOPBNa TO MATCH 'MG - tE111 D CO(IA:YIVE PA RAPET •JARED• smAGE BY OTHERS REFER TO RETURNS ON ALL 2 MINOR O FNISFED WTI I SAME EJFS. AS 11 TFEN ALUMINUM COPING SYSTEM. COLOR TO (PER MALL'S DIRECTION) SINEEETS A21 FOR DETAIL& PORTALS TO BE SIMILAR TO PANTED GOLD ( SEE DETAIL ON 54.EET Al ) MATCH EIRE,. BELOW! DETAIL VAS FORMAN TYP. OF 1 (Apex + FABRIC AUNING- •4 40'BY SWBRELLA - 'BLACK C4ERR MNNG MANUFACTURER TO - TO !DOSING TT© TO BE PANTED I S ENTRANCE PORTAL. S' -1 VI �, EXISTING TRA18 i0 BE PA I'• 5• - Ily SNLK LD LETTERNG CH T .-1 Ur IE - _ • 9 i �Jw \ \ j J f O MATCH j�,�(�� ACR IT YPICAU OR SUBMR � p - CN AWING'N GO - SIGN CONTR TU _ $ l TYPJ - S'-0' 3 . TO MATCH © - hall hill •• ALTERN SA fCAU FO ARCH ITECT 'JIm [: �. • PROIA .. "APO INSTALL AWING. (TYPJ - •o . ?RIMS BEL AND `� APPROVAL OVAL SEE DETAIL B/A21 WJi • �� , i• .21.1.11F MA �� ��, • (DATED (TYP' CMS • r -4 0 ` p p p B o O O 2880 D AVENUE <r� Oj 0 -j `; 0 i Qc�Ie G -�ri<; C�)f Jc��'tr r ;mew 298.789.0139 u J ' �� @ 1—..--=,, 24.781.0134 • liggig:' F 1 / �;.. ... • � g: � � I % , �.', M mrv. • :):TIIIIII� 0 � ,, • . ' .. -- O OD O i O C / • I C) O O I1 ,, / /, , -- � .� / -,� /, t 1 § ° ADJACENT TENANT / ` / / / I m / , / ' /, / / / 1 ill/ e ■Fi ............ &------ --a =7.----Wmg===.-,a. , .... lw .., �0� N r r - ----- _ - - - = -- == °__ = == - = ° = = °= -- == = - =° - = = - = = - = = - �° -- °- - = - ° = = mss ���� � =� °= ° = : 11 S . �4.:. ° —.— — — E. S. � o ' FINISH FLOO RLME $ , ` - _ �v NEW FEATURE PORTAL EXISTING BRICK WATERTABLE NEW EJFS: (OVER EXISING.EJFS, NEW EJFS. COVER EXISTING EJFS, AT NEW / ISTM IQ'xV1'x112•, UN ITE, PLASTIC G BRICK WATERTABLE MEDAL FINISH DIM'ION SHAPE. ENTRY/VESTIBULE CONSTRUCTION TO REMAIN (TYPICAL) L .f.+ AT NEW FEATURE. COMPCPENTS, FEATURE COMPONENTS, AND AT NEW WALL TO REMAIN (TYPICAL) Ol EGG CRATE LOUVER ON UNDFJR4�E (TYP) SHEET •A21 CAULK AROUND WINDOW FRAMES MEDALLION, a DETAIL ON (REWORK EXISTING VESTIBULE) AND AT NEW WALL AREAS WHERE C AREAS WHERE WINDOWS/BRICK ARE TO BE _ / ALL GLAZING TO BE J /2 • RIOTGLAS' TO MATCH WINDOW FRAMES /TYPJ WMDOl1S/BRICK..AIff TO BE REMOVED -- TYPICAL) J N 'Y O OR EQUAL ALUIm 'E I.FRA ALUMINUM FRAME. , BY 'YK1C• ENTRANCE VESTIBULE OF V4' TEMPERED REMAN (TYP 4 CAULK AT TOP OF WAIERTABLE — REMOVE BRICK (N AREAS SHOUN DASHED) KNEEWALL TO REMOVED-- TYPICAU . 0 Y� � (SEE SPED BOCK) OR EQUAL STANDARD DARK GL. M 'YKK' OR EQUAL ALU'iINJM FRAME AT (3) EXTERIOR SIDES OF THE. VESTIBULE, AND REMAN - -TO BE RECYCLED AND Ea TO ANODIZED FOR A SUBMIT ASS TO MATCH WATERTABLE (TY - E t0 ARCHITECT FOR APPROVAL AND I!)• 'RIOTGLAS'. AT OM ( INTERIOR DOORS, � Q INSTALLED N NEW ARIAS AS SHOWN. (TYP) SIDELIIEB, AND TRANSOM NEC. BOOK) NOTE: REFER TO SHEET *AIS FOR ®c Q DOOR AND WINDOW JAMB DETAILS. 1 - :_._ ♦ -Q> NORTH ELEVATION 0 NOTE: WALL NEW EIFS. FINIS O ♦ SCALE: I/4•d' -0" OVER EXISTING EJFS: GC. TO LEVEL EXISTING EXTERIOR FINISHES: Q w LIPS. SUB AND D PATCH 4 REPAIR AS //1 J NECESSARY TO ACHIEVE SUITABLE SUBSTRATE n A "xg ^xl6" Jy[ - ' BY AKRON BRICK AND BLOCK VJ ` FGR NEW FINISH AMPPLICATION. I ( �p 1 ) - 7iJ $ T _y' 0 • a) ^`. � MORTAR tt A TO BE 'SCsS" 44A �B2P D. " Li E.IF.S. SYSTEM BY 'SENERGY', 'DRY -VIT', 'FUL -O- MITE', 'STD' Q) M D O B OR APPROVED EQUAL. COLOR TO MATCH 'FUL -O- MITE'S MIMI. Cr TEC SYSTEM "400028 'TAUPE MIST' (WITH SAND FINISH) c I © GOLD PANT, FIELD APPLIED. 'LARCOLOID' *16 "GOLD LEAF" '° TOP COAT W/ (2) COATS OF WILBUR 1 WILLIAMS, TUFF -COAT ■ 1804 CLEAR GLOSS. CONTACT 'CALIFORNIA PRODUCTS CU M CORPORATION.' (bill 541 -5300 :11)� v (APPLY A MANUFACTURERS APPROVED PRIMER) W ...lei._ O E.IF.S. SYSTEM BY 'FUL -O- MITE', 'SENERGY, "DRYVIT ", "STO" L_ (o g OR APPROvED EQUAL. CUSTOM COLOR - TO MATCH T Cl- 100 SHERWIN WILLIAMS .2124 DARK CHERRY (EXTERIOR PANT) ( E.IF.S. TO HAVE PEBBLE FINISH ) EE EJFS. SYSTEM BY 'SENERGY', 'DRY -vIT', 'FUL -O- MITE', 'STD' OR APPROVED EQUAL. COLOR TO MATCH 'FUL -O- MITE'S TEC SYSTEM *40003 'WHITE DOVE' ( WIN SAND FINISH ) • r°i EVOSOCI S O 4 "x12 "x16 "tfigaT BY AKRON � , AND BLOCK MORTAR TO BE�' 1031 LRitSU. G O PANT FOR TORCHIERE CAPITALS " MATHEWS " BRILLIANT ■ - GOLD 0 46 -400. APPLY CLEAR LAQUER FINISH COAT. ® EXISTING BRICK WATERTABLE GLEN GERY 'STRATFORD' 1 VW TO REMA.�4 (TO BE FULLY RESTORED TO A 'LIKE -NEW' APPEARANCE) NOTE: G.C. TO RETAIN BRICK REMOVED 3' -1 )R• FROM DEMOLISHED AREAS FOR RECYCLED USE IN NEW - I' -9• 3 1R - r - v * *v * wwww � reee194D4� i w vevvvvvvvvvq * ovvwvv * 1 . AREAS AS SHOUN -- SEE DEMOLITION DRAWINGS, v It 111111111111.!1 t 1111111♦ 1111111 a 1�1 - : I - .. s p ; r v1101e0111011v ►111111 G ,1o 1e1e1o1o 1 eov 1 o 1 e 1 oei°e`Iw . e• 00011 e E.IF.S- SYSTEM BY "SENERGY" "DRY -VIE" , "FUL-O- MITE" , ' �Ii1iN1i1i1i1i1i °ddi1i1i1i1i♦ © f 1 1 1 1 1 1 1 1 1 1 ; 9,y,.. 1oo1e01 /e1e ® N1/ lO *11111000011111 ;1111111 0e1 <I01i1000ei0i1i1e1i0 *0i1e1 Oililie STD" OR ARCHITECT'S APPROVED EQUAL. COLOR: "10441 °11111111011 /111101 °f111e01t11111 1e1 °11111111111 '' 11111 1 * 1 1 1 1 1 ° 1 1 1, 1 o101e0 tot 1 11111111 1 © 1t e 1 ♦ 1 ♦ 10 ♦ 011 ♦ 0 et� v • M ��� . : .„,„=„" . • 101'1111�10A �1.1�1�1 ►017l0149A ►♦ RECEIVED J _ - !���1�/,1. �o I1.1.1A ♦. `e ��1.1.1.1.1,1, +. o,(: -. • ( � aTVOFruKVnu 1 -' • W -a © e E ® . BEVELED EDGE JUN 2 8 2002 BSI OF O n " , o MI 0 u FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW ( TYP) PERMIT CENTER g2 5 o LEAVE BACK OPEN FOR LIGHT FIXTURE LEAVE BACK OPEN FOR LIGHT FIXTURE DECORAtiVE TRIANGULAR ACCENT FEATURE �O ' 9 2 a - MADE OF CUT.MEPS (I• N. WIN .BEVELED AS I z (TYPICAL OF 3 CAPS) (TYPICAL OF 4 CAPS) .4. EDGES.) SURFACE MaNTED TO PARAPET p w - - AND FINP.hED. WITH SAME MPS. AS TRIMS Ui' 2 w : _ _ _ THEN PANT OVER WITW GOLD --TYP. OF 1 4 ',; TORO—HERE C DE O T W ERS 2 TORCH? CAP DETAIL O3 DECORATIVE "TRIANGLE" DETAIL A 2 a A2 SCALE: U7 " ■I'-0" 42 SCALE: 1/2 " e at narrow torehte►e) A2 3 -0° 6 TRR DASHED LINES INDICATE FRCFILE CF EXISTING .. • B A VESTIBULE CONSTRUCTION• -RffER TO - ,4 . � ACR3MITECTURAL /STRUCTURAL DRAWINGS FOR y ' A6 A6 A9 DIAN 10 aec 4 TEC R4. LIGHT BC.OPE'CF WORK - . Fi)c1UiE DY OhER81�ER T.O.IFEER AI6 - O DECORATIVE TRIANGULAR ACCENT FEATURE Q R!T'IOVE?eEUIORK IXISTING ®. 111111111 E _ o - MADE OF GUT MEP9 (I° TH. WITH BEVELED 1 RIMS/PARAPET TO CONSTRUCT ® � ALL 1 MRIOR O . EDGES., SURFACE MdWTED TO PARAPET AND N EW D PARAPET FNISHED WITH SAME EJF.S. AS IRIS ... — 'JAIL• B O THER / IEFER TO FORTIES t BE SIIILAR TO II THEN A COLO MALS N) ' ' . HEE OR E ORTA DL& - ENTRANC PL I \ T i EXIS TING W © ' ' -1 IR 1V (TYPO `--' EXIST :Rms., 40 BY A 1 . O ' , TO B ATCH E RYa `19 TO BE PANTED :, - ACRYLIC (TYPICAL) OR SUBMIT •= � - • _ - - GN T gCHl6! _. � , _ • • ON VIDE -SIGN CONTR TO - -_- - - b - , . 1 - � t0 MATCH © � ••, ALTERNATE SAMPLE FOR ARGHREGT " _ '�' • PROVIDE AND INSTALL AWNING. j Q — (TYR) APPROVA SE DET AIL B/A21 �r,� � _ I ReTIOVE TR BELOW AND �tp �p� . M 11 SEPA L �i AS F ( A T ® r-a w e9 IIfUU U s� � RETage - - - -- PERM p , rmenrr ... .... .1 ____..... - . _. ..... 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I I / / rod '1 \ -- : - M ._— ._ . _. _ ... ._ .�.. � - S =__� �____ �__....... `.L_______ L_ =_� S� __�.��5� � �' ,�� Z �__ ____ �` ____� .=S F - •— • - - - -•— L NEW FEATURE PORTA - IXIStlNG BRICK" WATERTABLE i"' .. �v LL NEWEJF .6(OVERDUSTIJGEMIL ` C , d ISTING BRICK WATERTABLE 1 /2•4/IkV2 WHITE, PLASTIC GOLD FINISH DI AMOND SH APE • ENTRT/VESTIBULE CCNNSTRUCTICN TO REMAIN (TYPICAL) AT NEW FEATURE COMPQFNTS, NEW E.IFS. COVER EXISTING E.IFS, AT NEW EGG CRATE LOUVER CN hEDALLfdN, SEE DETAIL ON IREIWRC ExISTINCs VESTIBULE) AND AT.NEW.W LL ARE AS MERE F oR EATURE COMPONENTS, AND AT NEW WALL TO F£'7AIN ITYPIGAL) SHEET •A21 CAikNC maw UAIIPpU FRAMES .r AREAS UMERE WNDCWS/ERICK ARE TO BE ALL GLAZING TO BE VY 'RIOTGLAS' UNDERSIDE OF ANNE (TYPO TO MATCH WIDOW FRAMES (TYPE UItNDCUJb/BRICK ARE TO BE ' EXISTING BRICK *MA" t0 %.0 ALUMNI F RAME, BY •YqC• ENTRANCE VESTIBULE OF V4' TEMPERED REMAIN (TYPICAL) REMOVED -- TYPICAL) REINOVED-- TYPICAL) (SEE s c. EQUAL ALUMNI FRAME GLASS IN 'TKO OR EQUAL &LIMN 1 FRAME CAIH.K AT TOP OF W4TERTABLE (5EE SPEC BOOK) OR EQUAL STANDARD DARK TO MA I W ITE RTABLE (TYPO AND RETAN--TO BE RECYCLED AND E Q . —REMOVE BRICK (N AREAS WON DASHED) BRONZE ANODIZED FINISH. SUBMIT AT (3) EXTERIOR SIDES OF THE VESTIBULE, �' Q . . Q TO ARCHITECT FOR APPROVAL. AND I/2' 'RIOTGLAS'.AT INTERIOR DOORS, INSTALLED N NEW AREAS AS SHCUN (TYPO SIDELITES,. TRANSOM (SEE SPEC: BOCK) ) - - - NOTE: REFER. TO - SHEET *A18 ' FOR ® �0 CQ DOOR AND WINDOW JAMB DETAILS. a- N OTE. NSTALL NEW E WA FINISH NORTH ELEVATION ovERExISTI -GL t o LEVELEwstwG 1 EXTERIOR FINISHES: 0. -8! EJFS. SUBSTRATE AND PATCH.: N. REPAIR AS - • SCALE: 1/4'.1'-or NECESSARY TO ABLE SUBSTRATE 4 "x8 "x16 " fell II3, -mRI Y A BRICK AND BLOCK FOR NEW FNISI4 aprucarat I v - - c TO S Cd$ % - 3 - ®• ■ E MORTAR TO BE L L. `� 4 © E.IFS. SYSTEM BY '5ENERGY', 'DRY -NIT', 'FUL -O- MITE', 'STO' 0 = . OR APPROVED EQUAL. COLOR TO MATCH 'FUL -O- MITE'S TEC SYSTEM •400028 TAUPE MIST' ( WITH SAND FINISH ) 4 O GOLD PAINT, FIELD APPLIED. 'LARCOLOID''16 "GOLD LEAF" �� C TOP COAT WI (2) COATS CF WILBUR 4 WILLIAMS, TUFF -COAT CI > • 1804 CLEAR GLOSS. CONTACT' CALIFORNIA PRODUCTS a► CORPORATION: (611) 541 -5300 ' n (APPLY A MANUFACTURER'S APPROVED PRIMER) 0 Y F • O O EJFS A . SYSTEM BY 'FUL -O- MITE', 'SENERGY', "DRYVIT ", "STO" 1_ as R F'F'ROVED EQUAL. CUSTOM' COLOR - TO MATCH SHERWM WILLIAMS ` 2124 DARK CHERRY (EXTERIOR PAINT) ( E.IF.S. TO HAVE PEBBLE FINISH O FUL -O- MITE'S E.IFS. SYSTEM BY 'SENERCsY', 'ORY -VIT', 'F EQUAL. COLOR TO MATCH UL -O- MITE', 'STO' E OR APPROVED , ' TEC SYSTEM '40003 'WHITE DOVE' ( WIN SAND FINISH ) O 4 "xl2 "xlb' R AKRO BLOCK REV 1 MO TO BE S " L1TL'•'9lJFF I I O PAINT FOR TORCHIERE= CAPITALS n MATHEWS "' BRILLANT G GOLD '46 -400. APPLY CLEAR LAQUER FINISH COAT. I , O EXISTING BRICK WATERTAESLE- GLEN GERM 'STRATFORD' ' :• \ - _ P UV TO REMAIN (TO BE FULLY RESTORED TO 'A LIKE-NEW' • ' APPEARANCE) NOTE GC. TO RETAIN BRICK REMOVED 3' - 1 lir I' - S• 3' - 1 VY I' - 3• I .. ■ q q fi FROM DEMOLISHED AREAS FOR RECYCLED USE IN NEW i I I AREAS AS SWOUA� -- SEE DEMOLITION DRAWINGS. Po *1/ 1 �1 ' 1 °F1�1'1�1'1�i' ?FI °I °j�1' !1•1•1•ID• ! 1' 1 I' 1 '1 ° 1'1 F 1'1' • , i�1 1 111 1111 1 1111/11111 111111 ♦ " u n u I! 11111111111111•!• 1 111111 " Q 11111111111111.!i 11111 % Q OE.IFS. SYSTEM B7 SENE%Y DRY -NIT" , "FUL -O; -MITE ' \ �1 © ► I j l j l j /jl / /i \1111 e1111111111 ♦ © IIIj I u n 1.1111 1111 I11 JOOOe 1. 11. STO O R ARC HITECT'S APPROVED • EQUAL. • COLOR :'10441 i111111111 1.11111 ♦111111 INN g 1.1 /111111111, P1 1•111 i11 11111I1111, ►11 CHAMOIS BY PAX TEXTURE: 'SANDSTONE' '324 111111111111 Ie1111 111111111111 i11 ,. 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TO DEMOLISH EXISTING PARAPET Q Q WHERE 'DIAMOND' CUT -OUT V -NOTCH OCCURS, AS NECESSARY FOR PROPER , D DIAMOND/SIGNAGE -. CO CONSTRUCTION. RETURNS CN 2 MINOR PORTALS TO F © O BE SIMILAR .E I ORf4LAB FOR - RETURN CROWN MOLD AND STUCCO . EXISTING 11�76.T0 BE PANTED BY arms* R EFER TO SHEET A W F DET AILS. • i; Il i . U DIAMOND - SHAPED ARCHREC11XtAL LK.Ht FIX11Aff ON BACKSIDE OF ARCHED FACADE DASHED CUES INDICATE PROFILE - TO MATCH E _ (TMP� . OF EXISTING VESTIBULE ( J - VANED' 21 FOR E DY Oi1ER8 REFER TO ACRHITEG T T ION REF R TO RE NEW ,15 AND TRI MS SHEETS A21 FOR DE NEW TRIMS TO MATCH W EX STF © V NEW COPING TO MATCH EXISTING BELOW AND - i MATC H E. I COPING SYSTEM. COLOR TO DRAWINGS MU FOR SCOPE OF WORK. TED (TOAD RG TRIMS TO BE PANTED MATCH EFS. BELOW E • .'.W EXIST I LM `- �, TO MATCH EO f3 I V! 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CONSTRUCTION TO REMAN- -SEE : CONSTRUCTION TO REMAN- -BEE. • ' •• • STRUCTURAL DRAWINGS FOR ANY STRUCTURAL DRa MS • FOR /NY + EXISTING PARAPET AND ROOF PATCHING WORK - PATCHING UJORK ? ? CONSTRUCTION TO REMAIN..- § STRUCTURAL DRAWINGS FOR ■ ' : EXI$11 RJRRED -OUT 4' SIDING ABOVE 8'-0' AFF. I r L PATCHING U.k ( 1 _ ifl I F O i • r t REMOVE EXISTING FWFRED -OUT 4' SIDING + ,.. ., A k , : III i.•!ff , . ___:__________.: . , _ 7\ FURRED -OUT 4 SIDING It IN ), \ I + REMOVE EXISTING I , : ? r L '� a,� a y;� ^ ' ;J I \Vt ".". ..:, J ..;: ,1 CD (1) ti r N c co Q EXISTING GOOD/STEEL TUGMG f2E :: EXISTING WOOD/STEEL TUBING + EXISTNG WOOD/STEEL TUBING . TRUSS SYSTEM TO REMAIN- -SEE :- T SYSTEM TO --SEE J + TRESS S i --SEE - - - - STRUCTRJAL DRAWINGS ° I D n • I J -0 Q5 r • .1 1 • -- -- r MEPS W/ EJFS. FINISH SYSTEM OF \ - 0 APP 'EXP OSURE I OVER VP EXTERIOR Os n RIOR B Y XTE GRADE GYP. BOARD / 'I o USG. al METAL STUDS • le" O.C. V '^ J CU V ; `v 41 r I i ATTACH WITH 5 -17 FASTENERS AT 6' _ 1y + P D F� S SYSTEM D O.G. AT JOINT EDGES AND O O.C. • ;I OVER APPROVED 25 METAL LATHE FIELD. g 0 • L 2 7 PER MANUFACTURERS SPECFICATIONS AND 45TM'841 -53 CRITERIA. (OVER ? : , � in ., - - - - _I -- • - s :, I EXISTING BRICK cK PILASTERS TO REMA ? •• I ? : : Q �/� b Q LAY -M CEILNG AT AFF. • - - r • • - {J 11 J : a4 2•1 LAY -M CEILING AT 9' -0' AFF. ''' - - - - 4111111111.k :: TT :: 0pppo&° t` •• l\3 - 9 2002 :: I$ 1005ED :a ;' 11 . �$ ' n 6v'iD T NC' D N 9 4. ii I : :I �� EXISTING SPLIT FACE VIAL TO ;i T.I II��22�// � �a i _- --. - :1 REMAIN -CLEAN DU CONSTRICTION SC WIE V Dc�7DO�c�J AJMfKsED RING TION ..... AB NECESSARY EXISTING SPLIT FACE CMU. TO REMAIN-GLEAN -. __ EXISTING SPLIT FACE CM / TO RB1AN -GLEAN ANY AREAS DAYIAGF9 DURNG GCNSTRJCTICN ANY AREAS DAMAGED DURING CONSTRUCTION AS NECESSARY AS NEGEV:ART { : ; : 1: . ; N 11 EXISTING DRYWALL OVER FURRING TO REMAIN " EXISTING DRYLU iLL OVER RIMING TO REMAIN - .. ----- EXISTING DRYWALL OVER RJR RN T • T. REMAIN I - EXTEND TO 6' ABOVE C. -PATCH AND .: :__ ._ EXTEND TO 6' ABOVE CLCs -PATCH AND . -- EXTEND UP TO 17'- O'AFF. -PATCH • -- .• •- - ill REPAIR AS NECESSARY REPAIR AS NECESSARY - REPAIR A8 NECESSARY __- _ i : : ORCHI REEFODrMG AT . ,I — : - 11 PILASTERS ( LLHEN AT EXISTING �, N 4 ( - - ° LANDSCAPED AREAS ONLY) :r 1 SEE STRUCTURAL DRAWINGS V! • -- - :: STALL EXPANDING I EXISTPG LANDSCAPED AREAS TO REi1aN I ■■ POLYSTYRENE JOINT FILLER IN �. I - I , .. .NEW AREAS AS 81•IOUAL (TYPJ I i EXISTING CONCRETE SLAB TO RE 1A 4- '• EXISTING LANDSCAPED i'M Ad EXISTING CONCRETE BLAB TO REMAIN I E�68TPK. CCNCRETE.BLAB TO REt : _ • -- - :: H / REPAIR AS NECESSARY I - PATCH, • REPAIR AS NECESSARY • " - - '. PATCH 4 REPAIR AS. NECESSARY ■■ AREAS TO REMAIN PATC „. FNIBH FLOOR LINE • • FNIBH FLOOR .LINE 1'r ii .. - ��, . . ®.. F511514 FLOOR NE w - ,-. "� ° • -• ° , I 111 I III IGLU - - t e � • • _ .. ° _ — - I _ .lil II I��I .1.: - ;. • f� I 11 I I a e � • j ill II :' • ; o s p °o ff' 4" r�ll ,°• — 11 — — l :.i•r• ° • : III I it m =0 =III 1=i- .. I III �n 111 ((� ' 1 1 111 :° J II � i -1 — �- 111 111 .! I— Q -11 — — — I . 111 -- 1 II -11 -- — • �� ;. IC —nj =111 II I n. ° • .. _n— I I 1il • . RECEIV m z EXISTING R NDATION TO REMAIN— - 1H — 1 EXISTING FOINDATIQN TO REMAIN i 1 EXISTING FOUNDATION TO REMAIN —m = k V k• CIT 5$70 ,,,, W _III Hi ` - 1 �. - 1�I�� II . z _ - ill '•, I -111 '.. ® `.. VIII 111.. illiikt- . a JUN 2 8 2002 • ._ .Q' .. A ,7ECTioN TW J WALL. SECTION T� WALL ctI� 1 WALL CENTE A 5 Q SCALE 314•.1' - 0' 4 S CALE 3/4'.I -®” ,4 SCALE 3/4 °.I'-0 o ,. --- . ' f _ , ,_. ... ., . , , ..„. . il Ill - • NEW COPNG TO MATCH EXISTING NEW'COPMG TO MATCH EXISSTING - ALUMINUM COPRYr SYSTEM COLOR TO ALUMINM COPIN's SYSTEM COLOR TO - N � - EIFS. BELOW - +� MATCHEWABELOW JENCe UU MATCH , 1. EXISTING PARAPET AND ROOF EXISTING PARAPET AND ROOF STRUCTURAL DRAWINGS FOR ANY - ® STRUCTURAL DRAWINGS FOR ANY - OE �E 0 f'. ! �Q ~' coNSTRUCrION TO REMAN- -SEE �� PATCHING WORK - NEW EJFS. FINISH OVER EXISTW PATCHING WORK. NEW EIFS. FINISH OVER EXISTAYs : -J EIFS. TRMB- -SEE NOTE THIS SHEET 4 E.IF.S TRIMS- -SEE NOTE THIS SHEET 1 2854 .J1411�RE 0 -:. @H0.�416 7 \ /7 @ NEW EIFS. FINISH OVER EXISTING NEW rW/V�hN : z:1:: O .F. , ,,i, / NEW EJFS. FINISH OVER EXISTS* - - EIFS. TRRIB- -BEE NOTE THI SHEE C,,,9 N I ARCHTECJ I EXISTING EXISTING WOOD/STEEL TIMING TRJSS SYSTE \ : .. STATE OF UIOOD/STEEL TUlBING ONE. I M TO REMAIN- -SEE _ 'YASk(N(Mt TRUSS SYSTEM TO REMAIN--SEE STRICTRRAL DRAXONGB �-^- -i BTRJCTRUAL DRAWINGS � SECURE STEEL GUIDE POSTS TO.EXIBTMG REMOVE LOWER TRIMS CONSTRJCTION-- ADD . BLOd@G AS _ - 1 ►ECE88 p1T ARY. - BRACE TCP TO BLOCK N REMOVE LOWER TRIMS • r J ( SHORN DA SHED) CONT. 3' X 3 ' STEE ANGLE i ' (SHORN' DASHED) L - I ROLLING ALUMINUM CO _i WTER SHUTTER \ - >1 \\ : I L . ., ®U * . MOWN BRACKET AT IF-6 AFF. — 4 Q TI CEILNG C 4 NS VARY + FINISH CLG (LAY -M r O C — SEE REFLECTED CLG. PLAN SHT. •Aim I y, II' -0• CEILING GRID - - - NEW EJFS. FINISH OVER EXISTING 79 VF EJFS. - -BEE NOTE THIS SHEET - U • ca. NEW E.IFS. FINISH it OVER EXISTING 0•/ EJFS: -SEE NOTE THIS SHEET O• 40 li • L 3 r 2 2 III ' 0 L FL. TO INSTALL PANELS AS REQ'D.TO ®_ V PRONDE A SLOT FOR THE SHUTTER TO CLEAR ITS RETURN TO THE COIL Q ea 't . nn � •YKK• OR EQUAL ALUMMII'1 TUBULAR — FRA•MG WITH V2' RIOTGLAS' . - GRILLE GUIDE. PAINT TO MATCH PANELS I I >` . I I 9 .JAMB !S Cvs 8- 41 8 DETAIL o I-- s IHLAR i '- .. - - -- PANELING ON BOTH SIDES CF GUIDE AND ON SILL AND HEADER TO BE BY F.C. OVER G.C.'s VY I ti DRYWALL AND 2' METAL HAT CI4AMEL FURRING — — _ SEE DETAIL ./3/F2 FOR UANDOW STRIPS AROIND OPENING TO II' -3' AFF WITH 3/4' / SITWiTIG! AT REPAIR. SHOP. R -3S RIGID INSULATION AND I V4' AIR SPACE \(/ 2 VJ' -- - > I ITT' T 0• / r p u2. T ITT•. \ SEALANT TO MATCH FRAME , GlIEVO OOHS RARING r 1 FIRE BLOCKING NOTE I VIEW I ! AND DRYWALL - FIRE BLOCKS MUST BE PROVIDED N ACCORDANCE WIN f . . yj SECTION '1082 E OF UB.C. IN THE FOLLOWING LOCATIONS, ( � � 4 • N CONCEALED SPACES OF STUD WALLS AND PARTITIONS. \ I � I h EXISTING BRICK WATERTABLE Q N ING CLUDNG FURRED SPACES AT THE CEIL AND FLOOR LEVELS. \ I J I / -� TO REMAIN • N CONCEALED SPACES OF STUD WALLS. AND PARTITION ! , EXISTNG BRICK RJATERTABLE' O - - • MCLIOMG FURRED SPACES, AT Im FOOT INTERVALS ALONG DASHED LINE INDICATES PANELING BY 1 H S '° a' EXISTING CONCRETE SLAB -PATCH _ it E CROSED TO SALES AREA- -SEE 2 V2• I I - % TO QEMAIN ' THE LENGTH OF THE WALL. FL. MTV. ONLY AT PORTION OF WNDCW '. W y f '. AND REPAIR AS NECESSARY • AT ALL INTERCOMJECTICNS BETWEEN CONCEALED VERTICAL AND MTEROR ELEVATIONS SHT •Ail FOR '+ E $ EXISTING CONCRETE E XR3TM G CONCRETE , • V //. SIDEWALK TO REMAIN HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS FINISHES AND DRYW4LL i SIDEWALK TO REMAIN - N ` €c . AND COVE *FILINGS. • / SLOPE - . .: .. , I - — / 1 FM FLOOR LINE (! ,, ,„ ` .. • } � ' : '.;•:•T,. � u - ?. • • &! EITY - • • •. _ NOTE: INSTALL NEW E.IFS. FINISH '•�' IIII �Illl 1111 =1111 �', ;: •c 1111 = 1111 111-1=-=- EXISTING C ONCRETE BLAB - PATCH IIII- IjII�b I =1111 L , ° e�_ e, --1111 =III 1115 `^'° ,uni OVER EXISTING E.IF.S. G.C. TO LEVEL EXISTING AND REPAIR AS NECESSARY III W1 — I • •._s — II ! p( - -- � : ' — — LLI1 ® = III III =� — . „ — IIICIII JL [Y i `I 2iJ2 CIT YOF E.I.F.S. SUBSTRATE AND PATCH REPAIR A$ , , , o NECESSARY TO ACHIEVE SUITABLE SUBSTRATE FOR NEW FINISH APPLICATION - �LO?NSC e ?os!c1� APR 2 3 2D02 PERMIT CENTEI '.. "- O W NOTE: GC. TO VERIFY ALL WINDOW OPENING ` - SECTION tNRU WALL SIZES IN FIELD- C? ®N T 4 J WINDOW - PRIOfi TO ORDERING /INSTALLING SCALE 3/4'.1'-0' SCALE 3/4''.Ii-er , ,..- 6 , 6 l ° WErt LOW NEW M COPING TO MATCH EXITING I TCH c E FBGBELOW SCOLOR / TT E.I Fb BE YCWST ' . ilL < � EXISTING E)FS. TRIMS BEYOND Q m >_ Ik . EX ISTING EARS. TRIMS BEYOND © o F EXISTING PARAPET AND ROOF IXIST1 PARAPET AND R OF .: CONSTRJCTICN TO REMAIN- -SEE REMOVE EXISTING E.IFS. TRIMS TO REM,4IN - -SEE REMOVEIXISTMG EJF,S..iR&1S S N : / IN STRUCTURAL DRAWINGS FOR ANY DECORATIVE PARAPET STRUCTURAL. DRAYRY,$ FOR ANY DECORATVE PARAPET. . PATCHING WORK AREAS- CCNTIW WA E PARAPET LL PATCHING ICRK. AREAS- CONTINUE PARAPET � j . �` C:GNSTRI)CT10N, EJFB. SYSTEM AND - Ca4ST . GT10N, EJFS. SY$iEM d r - , k INSTALL NEW COPING TRIM : X : INSTALL NEW COPING TRIM _ - I II - -PATCH AND REPAIR AS NECESSARY 8 PATCH AND REPAIR AS NECESSARY 9 TO A 'LICE NEW APPEARANCE UL g TO A LIKE NEU/ APPEARANCE DECORATIVE TRIANGULAR ACCENT FEATURE MADE .:..:.. ....:. DECORATIVE TRIANGULAR ACCENT FEATURE MADE /y�A� ,.. .... :. - CF CUT MEPS (I" TH :: . WITH BEVELED EDGES) - - . . - -... CF CUT MEPS (1• T WIT BEVELED EDGES) SURFACE MOUNTED TO PARAPET AND FINISHED WITH ' - SURFACE MOUNTED TO PARAPET AN FIN ISHED WITH ° -1 . SAl EJFB. AS TRIMS THEN PAINTED GOLD ( SEE :.::... . . . .:...:. . .. ... ... SANE EIFS:AS TRIMSTIEN PANTED GOLD ( SEE DETAIL O1 SHEET Al ) TYP. OF 1 - DETA ON 84W Al ) TYP. CF l F NEW FINISH ON EXISTING EJFS.. NEW FINISH CN EX ©.. ,...� �� SYSTEM AND TRIMS : SYSTEM AN TRIMS - -PATCH AND REPAIR AS - -PA AND. REPAIR AS .. . NECESSARY TO A LKE NEW' NECESSARY TO A 'LIKE :'NEW - APPEARANCE APPEARANCE - - NEW FINISH ON EXISTING E1FS.® - NEW FINISH CN EXISTNG-EJFS:®:' - SYSTEM AND TRIMS ..... SYSTEM AND TRIMS e,� - - . - - -- PATCH AND REPAIR A$ - -PATCH AND REPAIR AS - - NECESSARY TO A LIKE NEW' NECESSARY TO A 'LIKE NEB _ - -" APPEARANCE . APPEARANCE ;. a REGi EH " • ti < 9 ARCHtTEC El ii 2• MEPS UY E.IFS. FINISH SYSTEM CC (i) REPS UV EJFS. FINISH SYSTEM Cf or �c e. c :: APPROVED 'EXPOSURE I °? : APPROVED •a I' © .... LSiATE OF '�!ASH,NGT;� EXISTING WOO/STEEL ROOF TRIO' :; = — EXISTING WOOD/STEEL ROO TRUS . _ TO R MAN 8' 1' -3' TO REIAIN ... : 9' _ PAe k _ i ii 2 EXISTING TRIMS TO BE REMOVED - EXISTING TRIMS TO BE RH IOVED < . - J I (SH OLLN DASHED) J E 18F10UN DA86ED) . : TORCHIERE CAPITAL® i i TORCHIERE CAPITAL® N ... , ' 1 - , : 1 I U JI n BY OTHERS ....: BY OTHERS - . — 1 ' JUNCTION BOX (LLEATNERTIGHT) W/ 1/J' n THREADED ADAPTER (RECESSED M I JUNCTIOJ BOX (UEATHERTKGNT) UV I/J•' i•. C ••.. _._ N ' i THREADED ADAPTER (RECE$ ED IN _ (1)-0 O i • EJFS.MOUNTED AT 12' -6• AFF.. WITN 3/4" EJFS.MaNTED AT D -6 AFF WITH 3/4" CONDUIT FED BACK ?NMI WALL (INSTALL - :. CONDUIT FED BACK THRJ 4LLYNSTALL LAY -M - ._1 a RECTANGULAR LIGHT FDCNRE VERTICALLY) \ LA1 - ' RECTANGULAR LIGHT HXNRE VERIICN.LY) I CEILING GRID m CELNG GRID m \ ` " t /, a. L. . + FINISH CLG FINISH CLG V iI -0" AFF. (AT THIS I I lk 0 N REVEAL o / II` - 0" AFF. (AT THIS I ` :: i 42, IN REVE '4 , LOCATION) '` LOCATION) I�� r - r CEILING WEIGHT VARIES •,� CEILING HEIGHT VARIES - DEPENDING CN LOCATION CF DEPENDING CN LOCATION Cf O s _ SECTION CUT THROUGH BUILDING SECTION CUT THROUGH BUILDING BUILD .. - WIG • NOTE REFER TO ST'�.ICTUiwL SWEETS 1 I r "_ �ao FOR STEEL FRAMING GAUGE, SIZE, TYPE I,I W "1 e i *••• 3 I- AND METHOD OF ATTACI•A'1ENT (TYPICAL) i Q , • 2" MEPS W/ EJFB. FINISH SYSTEM O FIFE aLocK/ G NOTE. y _ , r -2' MEP$ UY EJFS. FINISH SYSTEM O - CSI),_ OF APPROVED 'EXPOSURE I OVER - • OF APPROVED 'EXPOSURE U I OVER CI I/2" EXTERIOR GRADE GYP. BOARD ON RFE BLOOM MJST BE PROVIDED N ACCORDNIGE WITH IQ' E XTERIOR GRADE GYP. BOA UN METAL STUDS FRAMING - ATTACH SECITCN 2 CF NBC N THE FOLLOW,* LOCATIONS, METAL STUDS FR/U1NG - ATTACH WITH 8 -12 FASTENERS AT 6 O .G. A T JOINT a IN OGiCEN.m ( SPACE ® Cr STUD YNLLS AND PARIIT(ONJS, WITH 8-0 FASTENERS AT 6. 0.C. AT JOINT -. EDGES AND D O.G. FIELD. - EDGES AND @' OD. FIELD. 4 1 _- �. - 1 INICLJDIG PURRED SPACES, AT THE CELNG AND RLOOR LEVELQ . - 2. 4. 3 ,... I . E "N CONCEALED SPACES OF STUD WALLS AND PARIITICAS, - .. - � ii TI NCLUDNG F RJIED SPACES, AT TO FOOT INTERVALS ALONG ' ' . E LENGTH OF SE ULYL. . Y . ii B, oAT AU. N TEISCONECTIONB C EIYEBI CONCEALED VERTICAL AND C NORQLNTA - SPACES 19.624 AS OCCUR AT SOFFITS, DROP CEILINGS I i.. AND COVE CELNGS. FII v2• DRYWALL ON 2' METAL HAT Ei LO" DRYWALL ON 2• METAL HAr - GAL MO - ®Gv CHANNEL ROARING STRIPS TO II' -3• ( CHANEL FURRING STRIPS TO II' -3' . -,11 APP. (OR 3° ABOVE ADJ. CLG) 2 1/2' p 1/2' VJ 1 ' Rel OVE BRICK (IN AREAS SHOUN A. (OR 3' ABOVE ADJ. CLG) - II 2 VP : . E VY : : i MP REMOVE BRICK (N AREAS $NUN O il DASHED) Al D RE:TAN - -TO BE RECYCLED DASHED) ) ANC RETAIN--TO BE RECYCLED . AND TOTALLED M NEW AREAS AA SHOLLN. AND INSTALLED N NEW AREAS AS SHOW. EXISTING EXTERJOQ WALL - n :i (TTPJ EXISTING EXTERIOR WALL .- :......: 7 (TYR/ . CCNSTRJCTICIN TO REMAN -- PATCH - -/ CONSTRUCTION TO REMAIN -- PATCH . ' .. - AND REPAIR AS NECESSARY AND REPAIR AS NECESSARY J INSTALL EXPANDING POLYSTYRENE JOINT L J 0 INSTALL EXPANDING POLYSTYRENE JOINT L —_.ii • FILLER N NEW AREAS AS SNOUCI (FIR) . FILLER N NEW. AREAS AS SHIOIN:(TYPJ ii _. +LJ EXISTING CURB TO REMAIN _ I I r EXISTING SIDEWALK TO REMAIN o � -i' DOSING CONCRETE SLAB TO REMAIN- ° :: EXISTING CONCRETE SLAB TO REMAN- . - I _ PATCH 4 REPAIR AS NECESSARY _ E :I PATCH 4 REPAR AS NECESSARY .. r , 'E • Et _.. I. .. f e . _ _ FINISH FLOOR LINE ® < ` °: e -- F 9 � I I � NISH FLOOR LIE 43 , ' p° - . . , . ,. . p Y e ♦ • e - . : �•r - . t •.: e • ° o �: i e - '> o Tlr {WiU ...:,..,. :. .. LS / 11 .. • : -.;• • �e .1 .•>~ t ,' •.'• • -: • "..1 L -• a bs y �o - Gll l` RPP4�JUED E 'XI$TIKG FOUNDATION TO REMAIN � ' - N' ' t • • ' -7':...I.* .. -W1 111 11 - ':• > . 1('-i111--ii . ' • r.• • = ln - '. 1111= 1fl�ljj B 4 ��J 2 EXI87NG FOWDATION TO R;?'7AM ° = ETll1 a ul ( uli N I iu Il . —lu - - - T u JU. 1 C EVS UL =1 1171= 11.1�-Ull- .. _ IIL F7U jj C U CI II ffTlff IlTl =f111 B t 2 3 Ut L+ o,� �1: vz RF '2OO' ..._Q _ PERI•T CENTER Y. 4 • AT WEST AND SOUTI -4 ELEVATIONS AT (MAIN) NORTH ELEVATION A SECTION THRL1 WALL AT TORCHIERE NOTE: REFER TO. SHEETS 1 8. SECTION TWIRL' WALL AT TORCNIERE r Al SCALE 3/41•I' -0 'A1 AND 'A20 FOR ALL I Al SCALE 3/4••1' -0 ( AT IMAM STOI�FRONT )? p APPLICABLE FIN RICHARD R. JENCEN ASSOC' ATES - - ROOF SPECIFICATIONS: .060 EPDM FULLY ADHERED ROOF SYSTEM W/ R20 INSULATION • FIRESTONE RUBBER GARD EPDM W /IS0 95 4 MECHANICALLY ATTACHED • CARLISLE SURE SEAL ADHERED ROOF SYSTEM W/ POLYISOCYANURATE NP INSUL. • GENFLEX EPDM FULLY ADHERED SYSTEM W/ POLYISOCYANURATE INSUL. ROOFING SYSTEM SHALL 5E INSTALLED BY AUTHORIZED DEALERS INSULATION SHALL BE APPROvED BY ROOFING MANUFACTURER.FOR COMPATIBILITY. ROOF SYSTEM SHALL BE GUARANTEED FOR 10 YEARS FOR LABOR 4 MATERIALS. it • . 1 TOP EDGE OF PARAPET • A S �E�1��I 93'•9 V8' I • • - ION © a,... CF TRIM TRIM A O MAT ENTRY PARAPET. NOTE: REFER TO STRUCTURAL SHEETS FOR STEEL FRAMING GAUGE, SIZE, TYPE AND METHOD REMOVE EXI9TMG VESTIBULE b OF ATTACHMENT (TYPICAL) PARAPET WALL DOWN TO A ROOFA9 REQUIRED TO ACHIEVE NEW PORTICO PARAMETERS. /_ ^ BACK OF PARAPET - ` 1441/ /-/— — -- _ 1 y S SYSTEM ON VY EM \� _ GRADE GYP. BOARD BY USG. / �_ ` - ' ` \ I ON b" METAL STUDS AT K' 0.C. /- O / _ ` 3 /� _ \ \ \ I j •s All ii6 __ ` \ \ \ I Ip:, // EX .564G PARAPET BEYOND-TO - /�~ I. / / I \ \ \ i r / AIN SE ARCHITECTURAL \ \ �„ D ^ NW FOR SCOPE CF WORK j / \ \ \ \ / � � I TRIM DETAIL CURVED TRIM AT STOREFRONT ' -- AS SCALE I I/Z'iIi -m' D60 EPDM FULL ROCFION 1` 17,1140 �/ • SYSTEM ON V2' 'DUROCIC CEMENT , / . _ BOARD - ON METAL 8TUD8AT I6• / \ I �// / I / is "L 2'-II" ABOVE ENTRY 4'•2• AT BIDE AND BACK CANOPIES • --•- CENTERLINE CF VESTIBULE ,$ s PxI" REVEAL ® \ I• MEPB W/ EIFS. FINISH SYSTEM O . OF APPROVED "EXPOSURE 1 ".OVER r - + + i 52" EXTERIOR GRADE GYP. BOARD T + + • CATWALK - SEE SWEET ATV ON METAL STUD FRAMING - ATTACH n _ �. 3/4' - • WITH 5-12 FASTENERS AT b 0.C. AT .I + - w ,/- JOINT EDGES AND 12' O FIELD GC. •• INSTALL S' BATT INSULATION 1 M1 O +,_ 2 MEPSW/ EARS. rINIGH L , r r J EXISTRY VESTIBULEGGNSTRUG110N STEMGfAPFROVED In (TRIMS) 70 BE REMOVED- SHOLLN EXPOSURE I•, CN V2" EXTERIOR DASHED T GRADE GYP. BOARD BY U.S.G. S ' - ,_ • 4' METAL STUDS AT ib" 0.C. 1 _ Z 3 1 EXISTING VESTIBULE CCNSTRJCTICN TO m a� REMAN- 91-1CUM SHADED 1 [ SECURE NEW GLAZING MEMBERS TO a - _ NIS BLDG. FRAMING PER MANFRS DIRECTION k 8 O ONLY H FI m DRYWALL SOFFIT B in DRYWALL t$ SOFFIT IIIIII II - - I "xl' REVEAL k k k k ILI GOING FRAMING SECURED THRJ DRYWALL IA / \) , I2 TO METAL JOISTS AT TOP AND VERTICAL MD , i - D AT SIDES WITH 2" MINIMU'1 ..•-- SELF-TAPPING METAL SCREWS AT 16" O.G. -- 4 A g - USE ADHESIVE CAULK ALONG ALL JOINTS - in 0 I'xl' REVEAL 'KNOX -BOX` AS PER LOCAL CODES t Q AT SIDE AND BACK O �• T SIDE EXTEND LIPS. > •CUN TO ALIGN WITH THE IFS. ON THE BACKSIDE Q O a CCC ACCESS DOOR TO GRILLE MOTOR'S y a ° OF THE PARAPET WALLS. PULL-CHAINS. PANT TO MATCH E I F S. _/� SEE DETAIL •S /AI8 FOR SPECS. , OR PARAPET - IDb0 3 -0' "YKK' OR EQUAL ALUM(N)I FRAMING WITH - YSTEM t,2 "DEXTER ROOF A O STANDARD OARK BRCNZE FNI5H AND PiSTOM GRADE GYP. BOARD BY USG. I / 6" HIGH HORIZONTAL MULLION •- INTERIOR GLASS CN 4" METAL STUDS AT 16" 00. TO SE IR RIOT GLASS AND EXTERIOR GLASS TO BE 1/4" CLEAR T ry tRED GLASS =11 • % ARCHED PARAPET DETAIL - EXISTNG BRICK WATERTABLE BEYCND TO =■ REMAIN . SCALE 1 1/2 71 ? =■ f 7 W -p _ \ _ FINISH FLOOR LIFE s EXISTING CONCRETE SLAB TO REMAM EXISTING STRUCTURAL FOOTRY.a3 NOTE: INSTALL NEW EJFS: FINISH OVER EXISTING E.IFS ING 0 .- GO. TO LEVEL EXIST PATCH 4 REPAIR AS NECESSARY O TO REMAIN E.IFS. SUBSTRATE AND PATCH 4 REPAIR AS NECESSARY TO ACHIEVE SUITABLE SUBSTRATE FOR NEW FINISH APPLICATION 9 '''''''") : il A SECTION TIHRU CANOPY saemnavaim A$ SCALE 3/10.1c0' G . Z om g r : 7:3., G; O '4"44444k441 . Z OO ~ x O S o O I•AN D D , 4 iv n @:=3 5/31/02 REVISED PER LANDLORD A 1�, y -11 ICI 5419 6 ^ •�•� J�j '111II > 7 t 1t UU - uuuu ; v � v UUUU :,. ---� The Galleries of Jewelry %g 1....... 1....... CO "•s r xen axocxe .p G SC� �.w sT "Te o Parkway Square Shopping Center —!– ......_................. b II 2 ., IIIIII COMM. «4263 STORE 1 0415 DATE: 4/19/02 RICHARD R. JENCEN. ASSOCIATES GENTERLITE OF OVERaEAD ROLLNG �• vj• GRILLE I (2) 8' METAL HEADER I 1I I 1 II 1 IC ER EQ.• 1' c ,S i _ BOTTOM OF VESTIBULE CEILING IE IE L I • 12' - I' I I/U' DRYWALL ON METAL O v IE STUDS • lb" OG.- PAINT Pl NOTE: ANY ROOF PATCH WORK TO BE COMPLETED PER LANDLORD'S ' P EJFS. FINISH SYSTEM OVER INSTRUCTIONS AND BY ONLY LANDLORD APPROVED CONTRACTORS. 0" EXTERIOR GRADE GYP6Lbt B BOARD ON METAL STUDS O DETAIL Sc4IEi V2'•r -m' NOT REFER TO STRUCTURAL SHEETS FOR STEEL FRAMING GAUGE, SIZE, TYPE AND METHOD OF ATTACHMENT (TYPICAL) --- ` EXIBTNG VESTIBULE PARAPET WALL TO BE REMOVED /". „„,..- ` Agelk DOWN TO EXI$T1/ ROOF, AS NECESSARY - PER NEW / \ S CONFIGURATION-PATCH AND REPAIR EXISTING ROOF I AS AS NECESSARY. 2,_ I ' A ARCHITECTURAL LIGHT FIXTURE (BEYOND) 23' -9 1/8” TOP OF CURVED PARAPET AT EITHER SIDE ' _+ • OF V- SHAPED NOTCH FOR DIAMOND LIGHT \ y l� •' EXISTlP BASE BUILD1r PARAPET WALL \ \ / , :: I REMAIN - PER NEW CONFIGURATION-PATCH AND REPAIR \ \ / - I :II 0 ANY AREAS DAMAGED DURII,* 1 \ . CGNSTRUCTIO / AS NECESSARY. \ / l � \ / Y MEP9 W! EJFS. FINISH SYSTEM \ / DETAIL P PARAPET WALL FOR OF APPROVED "EXPOSURE I" OVER I LIGHT FIXTURE ATTACHMENT 1/2" EXT. GRADE GYP. BOARD E - \ � ! Ml (BEYOND) O •I / BACK OF NEW PARAPET -/ �- I. 4 e \ I 1 ..-„, CONSTRUCTION .060 EPDM FULLY - L�1 - :• ill ADHERED ROOF SYSTEM ON W PAP / ''. \ tii ®� EXT. GRADE GYP. BOARD BY USG. y / FLASH AND CCUNTERFLASH \ 1 I: EXISTNG VESTIBULE ROOF TO REMAIN A _ / EPDM ROOFMCa AT FROM PARAPET /�: , 7: D -P ATCH AND REPAIR AS NECESBAR /.. I T" A PS O EJFS: xpoe BY I" O : of APPROVED 'EXPOSURE I" OVER VP EXTERIOR GRADE GYP. BOARD -... - .. ..... - .C. AT !I ON METAL STUD FRAMING - ATTACH ... .. ... 11 WITH 8412 FASTENERS AT 6.O JOINT EDGES AND GI 0.C. FIELD. k AIL V ( I 1 1111 � ,, , ¥:J* II II. , .: g IMUST I .:� NOT EXCEED fl' -0' AFF. I I REAR- MOUNTED GRILLE MOTOR, "PULL- CHAINS" MIST HANG FREELY MA PVC PIPE CONDUIT) DOWNTO III EXTERIOR ACCESSIBLE LOCK -BOX BEL/W. SEE FT - PLAN/DETAIL 8/AI8 FOR FURTHER EXPLANATION J ii EXISTING STOREFRONT VESTIBULE 1 I V__ \ G CEIL ENTRY AT TINSULATION I I CANOPY CCN6TFiUCTION m I I / 1 ii L _ —' \ -- - 3/4• PLYWOOD CATWALK - SEE SHEET • AV? WOOD BLOCKING FOR BMlER ATTACHMENT, T T T T l' �' � " T T T T T T T ■ T T T III I :: SEE SHEET l'AIS FOR LOCATIONS. b I I��ti�� y �, T T ►� WOOD )MNOR IS ALSO REQUIRED AT .. ♦♦♦ w:' F .. ;: ALL l3J MRJOR PORTALS FOR BANNERS. Illiii: _. .:. IL I/!" EXT. GR GYP. BD. WITH 1" EJFS. FINISH) SYSTEM ON GYP. METAL FURRING - RE RN C OLOR FINISH TO GLAIR FRAMING O - I .' PANTED DRYWALL ( AS CEILING.AT12'-8 "AFF. ATVERPFROOFD19CCINECT AS SWI TCH FCR EXTERIOR SIGNAGE. C) I - _ - - _ - = S E E SECTION AIM. ,. '- -- -- - T ©FONL1• SECURE NEW GLAZING MEMBERS TO BLDG. FRAMING PER MAPFRS DIRECTION N GLAZING FRAMING SECURED THRU DRYWALL DIAGONAL ALUMINUM PRATING METAL JOISTS AT TOP' AND VERTICAL SRS ARE SURFACE APPLIED , STUD AT SIDES SIN 2• MINIMM. TAPPING i0 GLA98 (FRONT AND BACIU , - - METAL SCREWS AT 16" O.C. +-USE ADHESIVE 93 CAULK ALONG ALL•JOINTS O / O I , 1 • I . � NI" REVEAL (EXTERIOR SIDES ONLY) ` s - I. 'A 4 • — I 2' MET'S W/ EJFS. FINISH SYSTEM OF 0 APPROVED "EXPOSURE I• INSTALLED OVER o APPROVED METAL LATHE (OVER EXISTING � BRICK PILASTERS TO REMAIN) II / VU" "GREENIBOARD" ON METAL STUD / p FRAMING - INSTALL WITH I' E.IFS. FINISH , SYSTEM ON VESTIBULE SIDE ONLY . I i , WARNED TO GLAZING QD • k DASHED LINES INDICATE APPROX --,....1' i Cy L LOCATION OF EXISTING COLUMN WITHIN i� "YKK' OR EQUAL ALUMINUM FRAHMG WITH STANDARD DARK BRONZE FINISH AND CUSTOM 51 b' E€ HIGH I HORIZONTAL MULLION • - INTERIOR GLASS , TO BE /2 'ROTGLAS' AND EXTEROR GLASS TO in BE 54" CLEAR TEMPERED GLASS. a tp ll 1 e Ill III _ I _ ._ — II�IuiniUI�i�IIIiiiilI�III IIIIIIIFF _= ii -�r�-� l REMOVE EXISTING BRICK WATERTABLE C _J -- •• e? BEHIND NE) PORTAL AREAS (TO BE i I���! �� RECYCLED FOR REUSE IN NEW AREAS) L J' ::. lam■= I 'al= EXISTING BRICK WATERTABLE ® k I I WWI TO REMAIN S k �. I I-"- ---GRI E KEY WON �Ui T ' A 2" APP. �MNIMMINE %W _ i 1 1 1 P / n ■ �. ICI. ■C�N7 %_ EXISTING CONCRETE F F MI i_ _ 'V4 I_I ( SIDEWALK TO REMAN r 1 ∎11 e 1�1 I mi. S LOPE _ • • • 111 • • ' ; f II -. I I I I I ,e • ° EXISTING CONCRETE SLAB -PATCH 1111 _ III 1e •' IjIJ 1111111 1 : II I1 —Illl— U11 'LILA III . ° d ° AND REPAIR Ab NECESSARY III IJll =1J11 (J_¶ i . • IJ.Jf — IJ-IJ I I1 =1I I1= I .---9 I _ a 11 • 11 = um..-® Im L e . d re} • r "c ��: a a C ° u •.� m Z 7 p `"� 1e •� I , o� r T b� " j .�. 1111—II11—IIIJ l o s % € t A SECTION THRU CANOPY N p ; AS SCALE 3/4% Ice' 7ANN t&5/31/02 REVISED PER LANDLORD A D D r ••°- -; ii �� &I 5219 kEGiSTE#tED ( )' v /. 5' = u U U .1111•11111111•11M I ': . NI �� c The Galleria of Jewelry co .. 1E NO N E N. NOI NE NNEN6 G ^ . an V V o P Square Shopping Center ),,,,,,,,.: : _ �, �� Tukwila, WA ,_ i I EN _� _ o COMM. *4263 STORE •9415 DATE: 4/1S/02 90' -9 1/60 SEMEN same COMM LI Eb v E lE ND WALLS ADJ. TO VAULT WTH DRYWALL r ill° I TOILET ROOMS ON BOTH SCES, TO ACT AS A PALM FOR PANT EXISTNG THE DECK LEE PLAN ON CHM %I AND TRIMS .. . .- ............ .- .- .- ..- .- .- .....- .- .- .- . -...- . -. -. -..... ..-.-.-...-......-.-..-.-.--.-.---.. 0.1.rWl =aria ......-.-.-.-.-.-..-.-.....-.-...-.-.,:...:..:.... •:•.:•:::•...•.... ❖.•: ❖.•:•:•:. � .:.: •..........❖....:.•:..•..❖..•..❖ ..,,..:.................•:...:' M•∎∎• r s • w!•......s...........a....•!..A i �iio i r .!•.-.w•.. ..•.• . w.w. . • . .......•.•...w...•... ... - a. . . . • •- •. iio r i o •• PI - f MIAMI i��1M�MMEa % ° al le MINIMIIIMMI • MN NM MI MI NON.SALES e i : �,� a. J :_ ■ iim p r IS■ s . % F • BTpEL DEQC AT a' AFF J. ` i 1 H i m " ' _ - I �� / 1 -FX2 FlE -RED I -1dL RATED DRl -UTALL E7 i 1 �� . ..�.,.- 0/ a8e ' . AT 8 AFF. J . I Q WC�WOU EC U URE MIIIN : ; .••� � 1 ■ ■i■ ■ =� P 5 TYPE'. 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TO PRDNDE FETAL HOOD AND Nw I4• x 14• DUCT TO ROOF TOP EXNNIBT G 1 :f ��� POINT � fAN !FIELD vERR ALL DR1EN610N6) ' ...... ■ ■ ■,� ■,. ■� ■� ®® ® ® ®■ � � -1 � ,� �► -� ®�® � �� TT// REFERI T FY A PAMT. N P O SFEE ���J :co... � ��/D ■i =■ ■=i � Ise — =!± 11 1 ��) ---- I�'� F it 1 = -� ■ = l yd i v i - - - - , 1 i 11A.A. lighlEirilli,....,w.„.. 4.......d. = iw --- lu V P v I � Il V :,. , - - -- ®� _II_ /_ VEBTId.E 81DE Cf CLG. AT 9'-O' AFF. TD CRYOF 1 '� �,/ , � I I��• ®WIVE E1FA. COLORFNIBN• I�TURI UP TO. 8, _2 2e x'74• MLCCR ACCE88 PAIEL MTV. M M I I d j�/. /O �/f i�S.. 3 Vl• AT OPPONTE SIDE of GRILLE SLOT JUN 2 8 2002 R w : CES.RRYa AT,}t;za' AF PARNT TO MATCH NOTE: G.C. ISI4ALL USE THE SHOWCASE A ND CASH/UJRAP I AnrAcaNT rui acE` • Au- ACCE66 " {� ��` �v I' VEST IBLE 6roE of ERN TRY AT e '• r AFF. To HA '' o 1 — _ % ��/ —J ®' EI COL OR FN18 - RETURN IF TO � -0 • AFF . PERMIT CENTER a : PANEL6I'fU6T NAVE KEYED LOIXS -FOR r TEMPLATES PROVIDED BY THE F.C. TO C PLACE aceEL6 rD GRILLe noraR r �/��'4 I �� P►�TEO DRn>taLL A aT n' -s• I § CEILING CONSTRUCT IN RE LATION TO THE FIXTURE LAYOUT. I A� l ��••''7T,� i vi 1 � _ A mi — A • RETURN U° 6• AT GRILLE SLOT - - - - - - - - - - • K _t Z - I I I r x V2 DEEP REVEEAL M SOFFIT TO 11ATCH -� - b-O I0'-O V4' - s z WITH VE W . CAL REVEAL ON ELEV. ITYP) 21-4• 3/4 PLYWOOD CATWALK (SUM NAMED/ O z - i I I MAT SPAN WDTH FROM ACCE86 PANEL T• - . MOT• 15'4• ' A p HITECTURAL REFLECTED CEILIN PLAN / = k a �� A l ® 1/4 -1' -0• a NOTE FLAME AT TOP CF ALL EXIT DOORS TWIT b il'illiWil READS RHIS DOOR TO REMAN UNLOCKED VESTELLE CEL6G AT DASHED L LAY-N CEILNG SEL7ION SHOSNI TAI.'BI AT CO LINE NDIGATEB LAY-IN CEILSY• AT LALA, CELEiS N & BUSINESS HOURS'• Q' -S• AFF. (DET0 ) AT R -0. AFF. AN ARBITRAR L CF AT Q'-0' A, S' -O' AFF. AND DRYWALL EN1RT CELNG AT /2 A C CURVED SOFFIT - 112,0 AFF. BEYOND LY.•NT COVE SIIOSN . SEE REI°L. CEL P LAN ( T7P J , i � - i - � - LAY -M CEILNG (- - - - _ _ _ _ 1 \ AT II' - 0• AFF PI erZAN UALL AT 9 '-O' AFF. 1111111 L NOTE: REFER TO SHEET •Ala FOR WINDOW AND — - T = — -- — — 1, ENTRY DOOR JAMB DETAILS AND ELEVATIONS. II 11 ` ® �II i U I f I I I I/ / I ► / iAl►i % r/ I I , . JC [ ©NEE NOT F.G. TO MOUNT (3) LARGE 'MISSION STATEMENT' I m. ` i Ea E0 A A I 1 9 cAP (L11. SIGNS WITH BOTTOM AT 5' -0" AFF. AND (I) (r r` ` � n -I I SMALL SIGN (5M.S) W $ `/ WITH TOP AT b' -0" AFF. - REFER ^ tlr CA ® 4 TO SHEET IF5 FOR LOCATIONS AND DETAILS. _ FoR 8 CIIII I I it � AILS OC % NA RETAIL rl` M WU U gC I[ �� DESIGN v III e 4 NOTE: STYLE OF LETTERS SHOWN FOR DEPARTMENTAL I I :��• __:� _ ell SIGNAGE IS ONLY AN APPROXIMATE REPRESENTATION \ T I T OF ACTUAL STYLE CREATED BY SIGN CONTRACTOR I \ O�;fO 441 ■ � — Y (�({—.�� VIEW AT ANLiLE '� ` `r - — — — -(0,-- - — — — v - -- — — � — J ED wALL OPtPG. DASHED PL4 LI IDICATE � � Y ENTR1 AI�N NOTE: ALL WALLS THAT RECEIVE END CAPS MUST © - -HOPI I ELEVATIQLS CN SHEETS M HO F2 / Y PANEL6G SUPPLED AND WALLED BY F.G. - DETAILS ON SNT. F4 s NOTE ITEMS LEFT TO RIGHT, e Q s GIBICY e L 213. 7 81 0934 HAVE THE WALLCOVERMC WRAPPED AROUND THE 5 V X 3/0 WOOD TRIM FOR.. GRILLE RELEASE PULL RC BURGLAR v r�/U 61V.T MV END CORNERS. DO NOT CUT THE W.C. AT EDGES. cABED oPEraILG BT FG ALAIa'I. (ALL AT 4S• AFFJ f' FRONT ELEVATION illy � ; All SCALE V4 ".I' -m• LAT -N CELNG - COFFEE' SK* T _ - LAY -N CEILNG LAT -N CEILE* - Lam• SMA m: AT IP -0 AFF. DETAILS ON BHT. Ai6 LAY -N CEILING G - - - LAT -N (MILER AT Q' -0' AFF. LAY-51 CELMG AT Q' -0' AFF. / - -- -- AT Q' AFF Q U AP _ AT T- 0' AFF AT A'-0' AFF - CF9.1 'JARED KIDS' SIGN / \ SECTION ti i . \ S �'�'B ON SW, ' A* LAY•M CEILNG ® I - ; ' A ` AT AFF. S _ .-r 44 1 ® . f Ix 6CAP CN ' i I 0 ��� `e - O / , 9 ( I _— _ , t1 WI a \ W I - ��� � X exU•L WN.t �`_ O / _ \ BEYOND n \ n , ®� �_ - - _ / , , ® W WITH A BRASS FNIBNED LEVEL -TYPE I E d . _� 1 _ Y o- 13 ) < .. L C g Q i • 1. STOP HANDLE (SHOP SIDE OILY) ALL SUPPLIED , t, I / \ AND INSTALLED BY FL. MOUNT BOTTOM AT Y a ` \ 5 7 i 1' ABOVE THE FLOOR "GATE TO I ® W ��` / \ ts TOSNIED THE REPAIR SHOP, 4 0 \ .. . 3'-4 S/6' 2' -7 V1' 3' -4 are' TitAPIE - PANELED W4LL VIEW AT ANGLE -- SNACK BAR COUNTER - .. C (_l AREA ENTRY la CO FFEE ELEVATION 2a ELEVATION AT COLOR DEPT. v D O N E A BEER TO DETAILS GN SAT. f3 L E A F T 4 CTICN /� BEE BFEET L Fore ALL CF WALL 3 SIDE ELEVATION Li END DETAILS CF A11 SCALE v4e.r -me ,411 SCALE 1/4".1.-V Icy 1 L1U7NATIb All SCALE 1/4"4-0" .. O PANTED CURTAM W4l.L — LAY-N CEILING LNE NDICATE LOCATION _Q AM CI) i Cli CT P I FROM TO -Q' -0' AFF. - -e�� AT Q'•0• AFF ro „' � , u � * u � SECTION /� LAY - N EILPG _ 'ADA' PEN'S AND WOMEN'S TOILET L AY- NCELNG _ PETAL CLIPS TO SEC ROOM AID ® P ANTm DRYWALL -® A T Q ' -0 ' C AFF. 0 M 1, WINS. SWAGE SNAIL FILLY /- AT S'•0' AFF GL A SS (FNI TO MATCH I 1... l COMPLY WRH AD REGUI REPENTS I - r ALL O IHER H AFDWARE) GEILMG AT 10' -6 AF F. • I` LAY-IN CEILNG LAY -N CELMG �L ryy n ry� Service n ry �L 1 �L /� I A19'- I'AFF. AT AFF - L_ Custo e Se V lice L -� - I III r -J ) NARRATIVE °' :T; .0 s— t I o a O � o VEWp � O b ” I F_ CL I - ON WA LL BEYOND SEE ENLARGED RECEIVED NI - LO ELECTRIC WATER I LA61EQ PILASTER - v U AT A NG LE I. PANELED CURVID WALL 1. W FNINI D!L 1. PA ILED CRAM WALL . VIEW AT , ANGLE 4 ' NIGH BASE WITH BIJ.LNOBE TOP 8 EE gy CITYOFTUKWILA COOLERS - SEE FOR CLEARANCES SI.EET AIS EDGE. TO MATC•I FLOOR TILE BASE I JUN 2 8 2002 TMRCUGHC1i NALL AREA 8141. � S SIGN LOGO ON WALL SEE 510. FE SEE EL.. ELEV ELEVATION 3.f4 \ SEE ELEV. 5,F6 BEYOND - LOCATE AS I�(��/� T�T7 NOUN- DETAIL ON VJ' TEMPERED GLASS SET N AT3 -O�' AFF. CFNTERL►E DECALS PERMIT CENTER U1� IS V O S O O lIV c�J SHEET 5 HALL ELEVATION •A16 SATN -0.46 I BACK ELEVATION BAtDd.ASTED FRCNI 1' -0' REFER TO ENLRG. ELEV. 4,F6 FOR . AFF UP TO TOP OF GLASS TYP. DIAMC D ROOM SIDE WALL Ali SCALE I /4 ".r -cr �j �j All SCALE /4'.l -m' C ustomer stomer Service SECTION SHOE LS TAKEN AND f QUAD RECEPTS. QUAD RECEPT. S A rNTFE COLOR n - =LAIN LAT -N CEILING I - AT 84' AFF. AT B4• AFF DEPT. CRTAN WALL - -SEE WALL B B - AT I7-0 AFF�� RE•L. CEILNG PLAN RTP.) BECTIO/I F5 AT S' -O• AFF. ROLLNG NUTTER - POB. 9 9 I \ , � \ ® FROM YY-0 TO s W-Er OFF. \ . QL • - � � CUM RECEPT. T-4• s ' -IO` r'a ' � : • I I i ' P. ' - - -fir- 1' -b V4• EEI T.V.I'KNITOR • I I — ■® ® AT EV n n .--- D BOARDS p - , I - r .. pro. . AT - , V �j FRAI'® PHOT FR41 ED ® Ili I ®I ; _ I■ ®'' ,, I I C Ei _ la¢aTI Y E FR a'E - NALSRATIVE e - �l a Na '--- -1A91. E _ , PHOTO D ON PH OT O `1 ` _ _ -- I p. ' A FF � . ■ �i l . LLL� 11 '__p.. l_I - a� SHT. FS � � Q - k T {• / - V EW �/ EI I L millmo I- Pllcvr Jack Blh_ll 6-Wu �Mdr E!.'4t t -Plrxr .Leak BBB I- F1+o.P ,1** BJ9 ® /111 yL I-Gwd R6egtaelF.'. flog Npmama gl�- I 1 -4Yd ReoeptAalt 1-Wed iSeeRptaeM Ill � ■ (9 - - - - - -- ��I r , I U[ .F y S � ri.el i' QU FECEPT. I -Quad Rreaptaele . e ∎� ∎���∎ � 1 �� .. / – AT Q' AFF. m 7 CREDIT OFFICE ELEVATION 4' �• VIED AT ANGLE � BEE AIR SHOP ELEVATICHS ON SETS. .F2 — Ail NO SCALE NEE ELEV. 1. VIEW AT ANGLE SEE ELEV. 1T-6 4 SIDE ELEVATION EQUIPMENT MOUNTING ELEVATIONS No SCALE All max 1/4'•I'-0 >. A - I 1 - i i :Q• EXTEND THE PETAL STUDS AND DRYWALL of 0 WALLS THAT ARE GGf4'ION THENCN -SALES AT IT = ! 1 AREA WALLWAY, I JAN. CLOSET, LP TO R'•®' I € AFA BOI.t ENDS OF THE LADDER'S NOTE: Cs,G. TO 5 HANDRAILS TO THE M61DE FACE CF ENDS OF - 06....4.41,111002_ _ 3 $ i WALLS Ai LADDER ACCESS oPEINMG BRA Cn{G WR Mn snro DIACaNa &18PEND FRAMING FROM SUSPEND FRATIRNG FRGM ABOVE O 0 "y TO F BRAC A7 TO 87R1Ct O1.IRE N . TFE ACCESS OFENAV(s hU6T E1E A MM LAMPi OF AT 6 1UDS A8 ROOF DECK STEEL JOISTS ABOVE STEEL JOISTS ABOVE • 48 C. M: (TYP) _ 30 WID FLAIR L E E• ADDR'S 86 A M B OU1' REd1 11�D - - - THE T 36• TC M'E 30 ' OPBJING A ND E t SECI WiH EtOL AS S TATED BELO / - -:. I'x 2' -M 8118PErDED l I / :, . Q' -b• AFF. 'r I -b' AFF. 'r ���� GRID CEILING _ 6 e O L m i P G�T � {�{ /� � R PANTED • _G{.GAY {G{ = E1;7�VF TA �stsi �� J / g AT :e V U .! ` /, 11 ir Tv $ II' -0' ,qFF. �b AFF. PI AY E A0• 2 ' x I' LAY -N �AFF " ? Q _ : . i ? _- o_ �.�� - - 0" AFF '800 - T FLEXIBLE WALL ANGLE AS 7TL 611.93 611.93 DIAGONAL • TTTL. STUD DIAGONAL FfANUFACTURED BY 'RADII SYSTEM' G d c . M y . 9 3/4' BRACING t0 STfdIGTURE i i ABOVE AT 48OC MN MYP) r� BRACH TO i (80 DIUS "CUSTOMER SER_ V li ANS TO , SERVICE" SIGN LLECTED b yy 4 5/y I VAUyi WALL I!F' PANTED DTUd: CENTERED ON LENGTH I CF SOFFR -SE { 3/4• AFF� , GELMG DETAIL ON SNT. AIb METAL STUDS ATIb' - OC. l VI' DRYW4LL Q1 3 5/8' ! `'b• 9 �.�_ PETS AT Ib' OC PI „,, NTED DRY - ® PA wAU soFF . BOTTOM OFPANELNCs .o AT 9' -I” AFF. AT 9' -0• AFF. j WELDED STEEL LADDER : 4 r - I' . x I' LAY -N - S' -0 3/4• AFF. I d . IV x V4714. HANDRAILS 44• APART , CEILING AT 9' -r AFF. - 39' -3• RADUS P -3• i VP CLEAR TEMPERED ; WITH 5/8' DIA STEEL BAR RUNGS GLA88 S ANDBLAS TED FROM ' (SEE REF. CEILING PLAN) i a. . AT II O/C. ATTACH TO FLOOR AND 1'•0' - AFF TO TOP OF GLASS a .. TO WALL AT 24 0/C WITH SAME DIM. STEEL ANGLES, VELDED TO . ~ . RAI.B AND BOLTED Wh VI" DIA ,,Z SON BRASS FINISHED - - CASED OPENING SECTION CURTAIN WALL SECTION CURVED LIGHT COVE 1 BOLTS TO THE FETAL STUDS N THE BS DEGREE" ANGLED CLIP szty 3 /4� -1''Q• 3/4 =1' - 0• 1 ill` =1' -®• ° 'd WaLLEXI@D LADDER UP 36 4 I (T'PI C4L SIDES DOOR) ]\ tZEr>{siEiZ T q - ABOV£ TIE TOP OF THE DECK AND WELD TO 74 RAILING. - Pi ARCEIfTECF 1' x 1• SILL C4I455E1. • un�uc SUSPEND FRAMING FRG, 1 D STORAGE / VAULT DECK ® BEaIED ro�BFLOOR"IS" V atLliit+sios NOTE: ALL CURTAIN WALLS AND SUSPENDED SOFFITS MUST BE BRACED STEEL JOISTS ABOVE ® 4I2 FINISH LOO \ FLOOR LINE DIAGONALLY TO THE STRUCTURE ABOVE WITH METAL STUDS AT 48" O.G. MIL STUD DIAGONAL 1 1/2•-l'-0' e RAGN G To sTrmGiw�E 1 MINIMUM AND SECURED TO WALLS AT ALL ENDPOINTS AND INTERSECTIONS. GLASS er �, ABOVE Ar 4S• oc, nN r / \ ' (1YP) 1 . - I ® E D MON R - fA D M: GLASS SECTION r ` �' r. — PI PANTED DRTWN.L CEILING - 2' x I' LA1' -IN - - - � I _ _ I AT 9' 3//4 AH L CE 412 1 =1� - 0 • L �.>., iv CD I I I REFE TO PLAN FOR HEKa f6 EILMG AT II' -0" AFF. 1 i 1 I ,� N V)' DRYWALL GN 3 5/S• _ : i SUSPEND FRAMING FROM NOTE: THIS DETAIL IS ONLY METAL S1UD8 Ib' OC. I I 4 ` HEADER CHANNEL wttH 5 � ' � ' - ® I � , STEEL JOISTS ABOVE ( APPLICABLE WHEN SPECIFIED ( � I `'' S _ ON DRAWN's8 • JEWELRY REPAIR SERVICE }, I . � ,. CNCN LENGTH WALL. D d I Q -ma AFF : . ti - I I 1 - HR. FIRE RATED GEE DETAIL - oN AIb ;--' -'. . 9'-0• AFF.. e. _ - _ Ott DIAMOND ROLMSIDE , ® C � LIGHT FIXTURE • o ( A 1IT A sAMPLE ro r Q �a — T' LAT -N cEILNG I _ $ I aT -o• AFF. ENCLOSURE DETAIL 0 CURTAIN WALL SECTION ' . SATIN BRASS FINISHED p Pi o d Ia o RECESSED 1 1/2' =1'-0• •_ �_ • ro ANEE5 ANGLED SECURELY O .r _�+ o d b d 3/4 1 0 (TYPICAL Bons SIDES CF DOOR) TH. 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TO CORRECTLY PLACE THE w I I I MILLWORK TOEKICKS AND ON WALLS FLOOR TILE IN RELATION TO THE SHOUJGASE LAYOUT. a '"'T• "TER a OPEN UNDER COUNTER TOPS IN �I ■ E I TRAINING ROOM AND REPAIR SHOP • 4 !! _-- -� I �� - - - - - -'- - - - U. I I I I TENANT EUFPLED FLOOR HAT I I FLOOR FINISH PLAN t o ® ® ® o /4 - 1 ' - ® • 1 SO' - !WILDING s V8.OEiLLEE CONTROL LtEb I 'JARED' WALL 8KlN TYR 2 DUKE. TRA SHELF le METAL MELANIE Cyi"iiii• 7 1'12 2 DESKS QLLY I MTD. AT S -6• AFF. 6Y F.C. ` "�_'. �' ` VAULT SHELVES: Q• DEEP I— - BHEL VES - r — N ON " AFF 5 a � ~ ��� J C ( 1 S ALE S FOR ,V/YtRCAEStET — N�ENc C DETAIL!, SEE SHEET WO I s INVENTORY ' LADDER 02 ale. TANK m " C EGRES FOR DIAMCFD rAE)LE �� STORAGE / I m - FOR OFFICE DESK F DETAIL88EE8HEET'FQ �� - I • WIC a� H • FOR rtvEitraxr DETAILS SEE eHEEr CORK. s'-O' , 1'-o , 3' o' VAULT RE ram 'MIN — L � J DEraaEeE -fl4 CREDIT OFFICE STACKEDDE S HE D — — BOTTOM SHELF AT 24• AFF. ` �w w eot - FOR CREDIT DESK CN B' -O' PERT. STANDARDS — 2850. EU 67vr AVE AENIE - - MTV CN WALL AT 24 0.C. ? C I M OND " L- — _J__. — —I CLEELAVID, ONO *NE DETALS &SET It V4 k'-3 V2• WITH 80TTOM AT W. AFF. ■H I . MEN — WOMEN - (— MANAGE \\\ ROOM _ - q mc, 0 0 A SEE SHEET fn FOR MAWY c c c/ g " CONTNE WALL C r y ■ .. - OFFICE FURNITURE BY FC. -( %, / •/ R I _ S � , I rR N■ 11 s i -,—� L_ _ 1,� ► JAN FALL OF xr� r E O u �D _ w, JD ;k N3) Ti• eHEL VEE eTACKED R E FOR CUD ALL PANEL B•O.C. CN MIL BRACKETS PETA.F6 STARTING AT S4'AFF. I - _ . N 1' -9 I!1' Q' -S V4• Q•-6 V4 0 V8 -- IIII E.T. - . 91,2. ASHED L NES ` � J L 2.9 77 OTTOMAN eNDI Sbour,AAs E�) • ;. �, �_U-��,za, ♦ . I • PETALS SEE °.MEE O R {ALL BY TENANT W-11112 a+� *,11 `; = ts .10 .. i ARCHITECT FLO ME ' �' CAF r �I>® _ _ - _ 39'-1° LIN. FT. – – _/ �� _ , I _i -e It TRdNSIi10N L!E " / \ R� •' • ` , , m � I� ®� A TE DFYASi!ING10tt S / \ � � I 0 TS FO R B R DaI- - I I . r , NV ( ■ DETAILS BEE = Rio 1 O / a, 1'P I � ' I ♦ / I \ \ 6. FOR PRODUCT PHOTO FRAME ( CLOCK I ( /� ^! I`j1� m . m @ ®I I _ Il \\ oErAn BEEBHgt 1 , 3'- 6' 2 - 1 Vt' L 3'-4 5/8' '' i . , • �` I \ TRAINING ROOM FRAN¢ DET 8 SEE eHeET f6 b� _ _ 1 FOR TRANI. ROOM I 8'3 V4• 6' -3 V4• ,. 6' -I 5/8• , r - - . , ,, DETAILS SEE SHEET f4N �. 1 �� — I �n FOR S ALE S . .4* I �' I oESIC DeTAaE I COLOR DEPT. �� C g r 1 — I sEE SHEET ft BRIDAL DEPT. 1 FOR COLOR DEPT. EHrLCAEE I ® �• - . J SEATING BAR / - – '1., Y \ #., I ° a. DETAILS SEE SHEET fll I / .b� i `►` - W _ t 0 StK DETAILS SEE SHEET f3 i / , / 1'n \ - 1's . ' ' - A 4 _ \ O �" CMS. II \ — – - - - - , 1 I I I JELLE BO - i 59 - 4 LIN FT. ♦ `� 1 1 • g �' A te ' � ® ' ' _ Q DIA MOND DEPT. • . 1 ,' I \ / _, 3'_3 1 3/8 '� T-0 V4 LL 4' - P NARF PH OTO Q veto. , IyKi'a0. � �Ele TO ERASER :� � . . � ~ a C' I I f3 FOR DETAILS I FOR DIAMOND \ / ` s SHEET i1B.6 SEE MACH • CABMEN:. - H__ 71 I \ \\ \\\ /// I �s J � 9 - 3/4' X 5' UL4L _ 361U GATE ` .. END C AP • _ \ / C. " -. -' TRIMS BY F.C. _ j Y"1' WATCH I — �\ r �\ 22' - II" LIN. FT. �/ ' ��� N $ I I.X6. i al II DEPT. \ - \ /♦ I �r -- -�� COLOR DEPT. pA ; i ' • ®.� / J \ \ - _ / / n Y 3' -3° V-3. \ SHOWCASE DETA0..8 \\ _ I I liT �_ V I / / J ,, BEE SH EET CFO ° FCC* I /� ��. ; � LOGO WALL DETAILS r Il FOR LLIJINATED - r - - I ____ 6'-8 6/8• j, 3'-3' F 6'-4 M. 1 .. \\ 36.`-10" LIN. FT. \ o DE SALES W - 4' -3 5/8' j . 4' -3 5/8' EEE SHEET CI I eEE SHEET .FFS ;� 3 . 1'401. F-10" 2 va•, :, . {{ II 33' - I0" LIN. FT. \ �e I 1_P (� O MINEkei l LOCKERE °' O . • I ' 4-8 V8' e•--f IL' -2 V2• j1 5'A /4 , I'- 6' ,2' -T SAP 3'-3' .2'-16/ I'4 i I - ). • L II I �o �o — — / /� /� — —I a i l \ » I I WATCH 4-14Inirwill I 2 I I I " AS. _• cf Wa L PA2 To - - - _ _ © LL - °T I !• I DEPT. GOLD DEPT. / r ^ I 24' LIN. FT. I I FOR COLD DEPT. I _ -1 y4 I TO BE &MED WNAT ■ Z L ' 1'o BE ALK3ED WITH FACE I -, V I eHIOWCASE DETAILS 1 V FLOOR TILE TRANEI1ICN LtE ® CF - ANL&LL ABOVE ''- - I o .- I SEE SHEET?FID I .6 1 o / caetET •1 6 LIN. FT. 3' -0384 3'-3•TO - 'I T f2 3'-0' I I CITY Df TU ii• � 44 4444 ' z a I r I1' - - - J O \ 'J j. a' -6140 r I I GCb���® F '' { NNTENDO \ \ -- ; FLOOR TILE TRANSTN LE - I4' - LIN. FT. r V. I _ ,,) STORAGE —__/// PLAY AREA \\ 1 g I I z ' I k �' , R ; 1' -3 .F-O• 3' -3• Q'-1 V!• I - �: - FCR Q LDRENS PLAY A DETAILS BEE AREA O f I" r 1' p I sevER DEPT. L 1 6HffET f4 ai /\` F O ■ c \ q i — DABr EPI - - - / 9 - ' FORBH O UICASEDETAWS ��ECEI ♦ EE SHEET f18 I DP : . DESKD E T AILS 1 r 7 — K c -0 LIN. FT. GOLD DEPT 16' -8" LIN. FT. r I J _ , — _ 5' X b' FLAY 0 DESK DT I I - N, I EKV WJ6T FIO APq .IKEA. MIT FREET f FOR S fl0 I q ENTRY I 1 I A. �-- I EX c.) 2 3 .200? FOR FROM WALL PANEL - I _ 3 I t. II . I Y PEg i C .r riER I • O BEE SHEET f6 25 H , I . _ I, _ m DETAILS ;_- - - _ ._ I' � ■ '' �_ _;— i - - - - � Fa. � d i I� I T ■ 4444 - "I, ` . --- -- ! VESTIBULE I NOTE: GENERAL CONTR4CTOR MUST INSTALL WOOD BLOCKING IN ALL SHOWCASE DATA _ r.....) WALLS NAT SUPPORT SHELVES, PANEL LNITS, OR WALL CABINETS. NOTE: USE BENC-IMARK (DIMENSIONALLY LOCATED O ARCHITECTURAL FLOOR ;'LAN) TO LOCATE THE I I i m I T MUST E O CONTRACTOR ALL NOR T I LOCATIONS WITH I • DEPT. COLOR DIAMOND B �AL GOLD GENTS SLYER WATCHE8 �: 1 THE FIXTURE CONTRACTOR PRIOR TO INSTALLATION OF NE DRYWALL. CENTER ISLAND AS SHOILN -TH THE REMAiNNG I I I 1 I a` ;. SEE F.C. SUPP BLOCKINCs I N S TALLATI PLAN ON SHEET ■AS. SI- IOWGA55E LAYOUT CAN BE PLACED AS ND CA ED, 1 UN. FT. 58'-5` 59'-4 6 '-0' 52' -3• 8'-0' W-5' 44' -3' a , NOT MOUNT (3) LARGE 'MISSION STATHMENT' (L MS.) SIGNS NOTE: F.C. IS TO PROi�TDE A MASONITE TEMPLATE OF • . = E - • v I .. WITH BOTTOM AT 5' -0" AFF. AND (I) SM4LL SIGN (S.M.S.) WITH • ALL SHOWCASES ANDI GASHADRAP AREAS TO G.C. FOR i I I t 1p 0 • 0O v4• _ TOP AT 6' -0" AFF. REFER TO SHEE7 1 F5 FOR DETAIL AND SIZES. USE N COORDINATING CONSTRUCTION OF ALL TRADES. I FIXTURE FLOOR PLAN :. , . ON 7HIS PLAM ARE FNISH � 0 © ® ® 0 Dii NSIONS, INLESS NOTED OTHERWISE. 1�s.1�_O� � _/ " ! ' 1 1111111. I I i 1 I - — 1 � J PL rwooD WaLLe J R.o�Taw". , -,— :;;; L — r CORR. ��' r — _ 02 E TNON- ■_ c - ICE - SALES `, STORAGE �— I Y '�� �" I 2' -4• TOP OF FRET ROW, _ H — . 5'-5' TOP CF SEOCrD RCS), F -3' TOP OF SECOND ROW H 6' -S' TOP OF THIRD ROW EXISTING ' E XISTING I - - 2850 /!V!E MEN WOMEN - e E I'' "'� •Np L — — — —� qp' GC, MAST INSTALL ALL wood PRISED DOOR JAM - - . ,� EN -OCKIM AS NECESSARY To I MANAGER 1 r � - � Aa! A c N PEW TOILET Ro01'T 1 `... ,n/l - low FLOCRr - - � iiv.� i - ACCESSORIES { - P ..00 O CEL - 0 0 4 �� FAL I Rau 3X6 aLaa _, . 6 TOP CF BLOWIG / \ _ l 0 0 el i I , n _ � 3 Raw 3X6 eLOce 3' -S' iCP CF RRBT a ROW, 9' -5` TOP OF ROW 3 TCP CF FIRST Rag non • S' -5'. TOP CF S 36 OacwG, • • T . i i — — — — Ii DEPT.. 0 ar 1/4\ i A i ill ED -. II LI' 00 IP — .< DIAMOND I 0.. DEPT. 0 TRAINING ROOM I 4*' -��- O - WATCH x � ak � DEPT. I C/) al 4,' 3 www 4 COLOR DEPT. , I ip I'NNI''NI rem ROWS 2X6 DLOCKSO, erg ' • rrLoP oCTMF E C f R;ffiT OP RO �• . I I '. • 3 ' • @ PULL LENGTH CF W ALL.- t .. i'', . ." 0 4p . - - I Rau 3X6 BLOCKS*, TO 1 WATCH / — — — — — _ — O = >` REPAIR 5' -m Top of BLocioN DEPT. 0 / (� � : I GENTS I OCK. aL &'6• cUT Mo CCR ER ,, ' STOAGE O \ \ GOLD DEP T. 3 E 3X6 .0 KC . • v I I SUN 14 z' �' NS � ; � _ 111111 \ \ 3 ,0' T FIRST R'AI- \ RILL LENGTH GF UALL ® /, �„ 0 ,1.. , O T'-6' TOP CF ��` • S'-6' OUT FROM CORER Y`-8 Cop of 1 RpY 3X6: • PLAY AREA , .:: . ° 111.1 '.. gum , ?• . ' Wi / Ir ° 3 1 R W 3X6 / F SECOND ROW CrtYO TUI n , I 10 •4 Tor &Oacto - / S'-0' 6' Cur FROM GOLD DEPT. ENTRY MIL LEND of WALL ‘›.. R 2 3 200 .. I 0 \ PER''''''"' ...,. ' rI Y - . _ — -- ® L ® M. VESTIBULE I t - . I 1 1 . I L 1 k cn a 1 iriEM 1 e 1 1 , 1 ,, Le, .. , I I I 0 , , „ . - ,-: q ' WOOD BLOCKING' PLAN y 6 ® ® ® _ A15 I 5'_9p i; 1 111 0 1 1111 1 0 1 111111111.1111 m\ Your Jew e dr y 2' -$ ABOYE ENS FIXTURE TT BE ATTAA R1` LIGHT FIXTURE TO EE LAG ,Q,. Repair THROUGH REVEAL TO Design (x. R e pW Lr 3'-IP AT SIDE AND BACK CANOPY 9p BOLTED IN A9 PARAPET T CONSTRUCTION BELOW ," 3' i " Center BASE oF- AI2:' - WITH AS RE CB'ENT AT © . BASE As RECiJIRED L. LIGHT FIXTURE 4, 24�_�. VJ' UIid7CK' CEMENT BOARD v v maw Most repairs in one hour 12 I P ON METAL STIED FRAMNG �-- - 2D'- 11 V4'. • . • -�n�I MM(^t - MM 1/4" SATIN GOLD . IJ�IJVV� �UV PANTED II SEALED 1.125 - --- or �- P;:! _ _ . e ® i° i i ASNQ�ta " :E1 UNITE = ®ew®11®��O®e r � i ONL© 0 �� , _ , . L 1 L �" . + + i. �'- Q RETAIL DE�Q: N 4) N c T rye, c V $ 2OII V4" s V \ W O 1.1.1 + + ®_ •. . r MEPS UU AL-0417 . .• FINISH SYSTEM BY G.G. 200 � 'CSJOG9 SCS S%L �� ®- �� F ©FLA INAIBNTEGaLUMnJ�t Of MO494W 2' i 2° ^C9l _ rTSOSt SS O rra s'thxt9 r l%OM FAX 28081.0184 2 4 REPAIR 51-I0P SIGN E:. DIAMOND S1 -IAPED LIC�I -IT 1 DIAMOND SN,4PED LIGHT AIe. NO SCALE 3 " =1' -0" X416 V2 " =I' -0" 2' -0 V4" t BLACK PAINTED 'JARED' M'TD. ' 5/8" I' - 5/8" C I/2" 3. - DIRECTLY TO WOOD PANEL v' NOTE: FINAL SIGNAGE DRAWINGS WILL BE �. V w o o n �� SUBMITTED UNDER SEPARATE SUBMITTAL all. i.-' 1 O 1 ` ; /`� f0 V7 ' �/ ( it n �� - Q _ NOTE: SIGN CONTRACTOR IS RESPONSIBLE TO — 9 4} N g = OBTAIN 4 SEPARATE PERMIT FOR SIGNAGE. PROVIDE SHOP DRAWINGS TO LANDLORD 2' - 1 3/4" a V2" AND ARCHITECT FOR APPROVAL. , T � Q n '.) a) a " 'KIDS' LETTERS PIN MT'D. 3/4" FROM t5' -11 CURVED WOOD FACE " WOOD PANEL: 'k' PAINTED GREEN • Q 't' PAINTED ORANGE _ 'd' PAINTED BLUE NOTE: THIS SHEET IS NOT PART OF THE BUILDING 0 . 8' PAINTED YELLOW PERMIT SET OF CONSTRUCTION DOCUMENTS. -0 v NOTE: ALL LETTERS ARE I/2" THICK WHITE P.VG. WITH POLISH ALL EXTERIOR SIGNAGE WILL BE PERMITTED DIAMOND ICON BY SIGN 0 ED EDGES, PAINTED AS INDICATED. MANUFACTURER TO BE al ; ^ UNDER A SEPARATE APPROVAL PROCESS. 3/4" WHITE P.V.C. WITH ALL (� c .o 5 PLA4Y AREA >4l�CI- SIGN I EDGES HIGHLY POLISHED - Q . ,416 I " =r - ®" D 1,4MOND ,4T CREDIT ^ J N 2 DEPT SIG N s, co n_ C o SCLE � ® ®� ALL INDIVIDUAL LETTERS CIlY� p{U 3 �� C� A RE GU FRO 1/2" THICK q }t WHITE P.V.G. WITH POLISHED JUL -9 2 ©�2 Q EDGES AND PAINTED GOLD. x;09 r 5 ._ 2 .. 0 - ° - 0- T- .. "PIN" MOUNT LETTERS _ I/2" FROM WALL, SIMILAR FINISHED WALL 2 V4" TO SECTION •A/AI6 FOR - -, DIAMOND ICON BT SIGN � "COFFEE" "DIAMONDS" AND � \ MANUFACTURER t0 BE D a r nomds "CUSTOMER SERVICE" SIGNS. II ' DIAMOND ICON BY SIGN PAINTED GOLD 3/4" WHITE P.V.C. WITH ALL ��vu p�p�p a� MANUFACTURER BE � \ EDGES HIGHLY POLISHED - fi "PIN" MOUNT LETTERS 3/4" WHITE P.V.C. WITH ALL Q 1 1'2 9 TWO (2) "DIAMONDS SIGNS REQUIRED "JEWELRY REPAIR SERVICE V4" FROM WALL FOR THE I EDGES HIGH PO LISHED TO - / �.� SIGN LETTERS BY SIGN " �• I CENTER" SIGN ONLY. I MANUFACTURER TO BE t 1/2" WHITE P.V.G. WITH ALL i - f PA HIGHLY GOL - F - !' � PAINT LETTERS GOLD. I . \ �y•/� \ RECEIVEC , Gus t ®m r / v `� �i MANUFACTURER TO BE CIT O2T 20 1,1k JUN 2 8 2002 v W I/2" WHITE P.V.C. WITH ALL 0 D PERMIT CENTER a 13' -0" EDGES HIGHLY POLISHED - S I cam- m e 9 PAINT LETTERS GOLD. co 6 . " PIN- MOUNT" LETTERS AND 1 • ! r , 6'-10" i "DIAMOND" I/2" FROM WALL The Ganlerlct Of , e • • e :ry It 1, Jewelry Repair Service Center ,a SECTION " fi Q e tt A1 NO SCALE a 2 a 3 SIGN AT C REDIT OF FICE U14LL �' 6 DEP�4RTMENT>4L SIGNS . ,41 NO SCALE Q ,41 NO SCALE A 16 K 471.•1 . . r(5‘1111111111 JENCIEN GAUGE METAL TYPE DIA STEEL CONDUIT 'B' DECKSEALANT IS. 4 OvE ROOF � �. 6" R4D. I° MI ' RETAIL SOON LS MEMBRANE FLASHM / ( SEALANT Q• ABOVE ROOF 'FIRESTONE' OR °CARLISLE' RUBBER - I ID60 MEMBRANE PROTECTION MAT — — 3/4• DIA PVC CONDENSATE BOSTIK 1495 ADFESIvE DISCHARGE PIPE, EXTEND SBV (PVC SIDE DOWVJ AVENUE DRAW BAND ADHERE TO ROOF MEMBRANE AVENE TO DOUNSPOUT IN BACK - METAL COLLAR PER MIANFACTURER'9 SPECS. CLEVEL1519, 0110 44115 CF BLDG. SEE FLAN AT RIGHT. L TW MN. 3/4 TUF3J UP FULLY ADHERED _ ROOF SYSTEM LD ON 3' RIGID NSULATIONSOVER f -IR' 211781.0131 SOLVENT SLOPE PIPE TO FOLLOW THE SEALAtNt 22 ING FAX 291784.6138 HvAC MIT SLOPE of THE ROOF. ' TO ROOF DRAM — - 9 — - - r j / EXISST/NG ROOF ������0� / / / //. IF ROCF 1Q1 E CAL°TRUGTION / �� /�i� j�����/ HEIBRANE • � /// / � / / /��� CONSTRUCTION • CONDENSATE DRAIN / ELECTRIC CONDUIT 1111 , . 0 DISPOSAL DETAIL 2 PENETRATION DETAIL 3 ROOF PAYER DETAIL No SCALE All Hot TO SCALE All riot TO WALE 1- > G) D0a----- I D-7 NOTE: ALL EXISTING ROOFTOP EQUIPMENT NOTE: REFER TO MECHANICAL DRAWINGS .t.+ • AND LINES, FALLING WITHIN ' JARED' ROOF FOR INFORMATION REGARDS THE REUSE SPACE NOT BEING REUSED, TO BE CF EQUIPMENT AND LINES. Y/ REMOVED AND ALL PENETRATIONS TO BE CAPPED AND WEATHERPROOFED. 3 0 (TYPICAL) NOTE: 0 a) =Q r -- DARING ROOF TOP WIT I - �� o 1- 1 TOP OF ROOF PARAPET WALL TO 8E REMOVED I - ! _ _ _, EXISTING A13ANDOPED • 2T - ABOVE SIDEWALK BELOW 1 L!❑ ❑❑ TO E RB'IOVED O L CO TOP CF ROOF PARAPET WALL BOTTOM CF R' c DECK / �A `V • • 4' -3" A BOVE ROOF • W -5• APP. -� I � TO BE REMOVE 'NIT Cn 1 ROOF vENT FOR LOWGE - ❑E OMULJL_ JLII—'lJL—JI —� 1 -- AND TOILET EXHAUST _ - - -• ■ - -- ; -- ; •_ FANS (AT EXISTING TOILET L —ii I I 1 I I I 1 I EXNAU6T CUT LOCATIOA) E ` -- `-- 1 1 L- ISTNG RE T.T.NT ECLIP. TO ( it BE nM SEE /r a I NOTEAND MECHANICAL i `R - m V{ iii ma as 1 EASING 0 ` ' _ _ 1' DIAM � TE R CONDUIT (FOR SAT. DISH / EXISTING G.WN. (BELOW) VENT ° n - ■ AND O�ERS ) ORIGNATNG FROM TO BE I�I"IDvED ` I' n NON -SALES AREA TO RN N CEILING > HATCH Q- ` --- ■ T ROOF VIA G.G. CAVITY TO DIMENSIONED LOCATION AND - -� 9' EXISTMG DIAMETER as ,, LANDLORDS ROOM) TYP. PROVIDED ROOF 1. E TO BE REMOVED �' . ® GONDIIgf PENETRATION , \ Y 51 EXISTING MECHANICAL BENCH MARK ROM (BELOW I C A E- 1•.;U141i . ❑■ �OM ❑ rn 1:1- D 1 I — — — — Y CONDENSATE PIPED \ �, 1 ,. ► ❑ Hv4C WIT ❑ 1 EXIST S CC7'YION \ © ` 1 1 TO REMAIN Li ' DOUPJBPOUT u'. ® L_ n' � ❑. ��■�L_._0. EL CA W OSQQIIV C�J 24' X 24' RUBBER 060 ❑ � — -- I ; -� 1 LS V � _ 9 2902 MEMBRANE PROTECTION MATS 1 I J V, ' - TO BE LAID WITH 2 N 1 __ �I ❑ ❑� �! ❑❑ 40 I L- ,AEU BERLEEN ' ADHERE TO EROCF 4/AR. MEMBRANE EXfS ?NG ❑ j� IST WiT ❑ C ON PER MANUFACTURER'S SPECS. HvAC WIT u FFNN 1 �; Lam' . TO REMAIN ❑ ❑ TQ�R B'IAM ❑ I ❑ - - - - - - - - — l� RECEIVEC o - 1 - -_ li CITYOFTU LA fff A LOCATIONS OF ALL SOOT TOP THE ❑ ❑ 1 T- ARE APPIEOX3'TATE. ADJUSTMENT CF tFE PAVER PLAN MAY BE NECESSARY. (FOLLOW I � JUN 2 8 2002 _ - SCHEME AS CLOSELY AS POSSIBLE) EXTENT CF LEASE SPACE -- 32' DIAETER SATELLITE DISH R�IlEB OVER AND PAD SELECTED BY I ADJACENT TEN PERMIT CENT ROOF CONT I ANT TENANT, INSTALLED BY G.C. Pi LOCATION TO BE VERIFIED BY ❑ 0111•1111. TENANTS REPRESENTATIVE E IIIM TOP OF EXISTING ROOF PARAPET WALL kip • 21' -5• AGO E SIDEWALK BELOW TOP OF EXISTING ROOF PARAPET WALL NEW ROOF • 2 _3' ABOVE R OOF ALL ROOF OPENMIG6 ARE TO BE . • IC -5' ABOVE 6IDEUI4LK BELOW 0 TOp OF E) N R OOF PARAPET WALL PR WITH • BUR'aLAR'BARS. FIELD _ TOP OF EXISTING ROOF' PARAP WALL VERIFY -SIZES CF ALL ROOF OPEN MINTED NG6 AND •. .:. ',3' ABOVE ROOF ' UST FAN • - I .� I FABRICATE A 65c6• GRID OF D7' DIAM. REPAIR SHOP 1 - ■ EXHA I AREA OF EXISTRG SLOPED ROOOP MEMBERS U.ELDED TO A.11,11174" STEEL I - �AREa OF DOSING , SLOPED ROCF ��t VI�I��I��� 1 �1 FRAME INSTALL FRAME N OPENMGS WITH - — - - — - - — - — - - — - —1 J TAMPER PROOF SCREWS AT 1-0 OL. 4---,..., I S( Ammo THE PERIMETER 1 I 1 REMOVE EXISTING - -i1 — OP OF EXISTNG ROO P W ALL O _ I VESTIBULE' PARAPET WALLS I I • 24' -Ar ABOVE 8IDEULW. . - OP.. CF EXISTING ROOF P WALL REQUIRED TO ACHIEVE NEW I I I DOIN TO ROOF, AS 1 \ i I • •4' - !' MOVE ROO - I I I A I PPATC PEA ��� // i —' - >� I --- (ri - NECESSARY. SEE 1 I i i 1 ARCHITECTURAL DRAWINGS 1 1 �. w FOR SCOPE. W ,� © Q , A ce A ROOF PLAN A17 SCALE. 1 /8••T -O• - A17 B' -13/4 ' ;;: � DASHED LIE INDICATE$ PANELING BY FL.- I 7, ? REFER TO SHEET 45FORDETAILS I - - v2• GYP. BD: CN 2' METAL :• Z `- R IRRAKa •.r . ti . .......... SEOIRE TO BLDG. FRAMING AL mwri FRAME 'YaC me m& & _ - _ . • s e. c. . s ......_.. _.._... .....< ee._. e..e_._._._._...e......._.....e e.......... e._._._eee._.e......_..a._._e e..e..- • -d• -;° -•- PER MIANFRB DIRECTION WITH V4' 1H. 78TPERED GLASS - '2762 �B' iQ TAWAFAWAr74', :I0i5:425 27A5i5B'0idBi19ArA �Bi Fi VANWATiT.dAV/�iSWAVAWASiSWi TATAVArAWAiri FADO 1 AVAW WAVA�� BOX F NECESSARY SIDES T1418 SMOO•541 -83 CRITERIA (OVER EXISTIM 1 r c �- !'rrt ��...! �, - , / II �� :�.� �>' "/� �' \\ - ..... i ., i -.1., i' .„ dELVNG eIPP ` 9 i;i I'ETaGR7o litZA NJ U�f v� fS U`.I i i' / - ■ V4' T4. SEALANT TO , i' i - / aND N 9TALLED BY F.C. �., AY L. ���. IO � MATCH WANING ' � - � - /-.4 4 L•p K' -3 V2• G.C. HOLD _ 0 4 VS 6'-6 W i':Id I W I FINISH O / , �,, EXIST NG'MR -OUT . /��g ��ii �A Q p� (( �p� - / �P � / / �' • • / � /.. ; / REPAIR AS NECESSARY O Q c�lJiI11� ■■ ; / / S . / REMAIN-PATCH ATA j . Y P RO UV 'EX SUR SYSTEM OF RETAA OL DESIGN i ...-----„,-------1,----",--- -- ■ _ GL OF HEAD GRILLE _ A III - i' � ® r m W/ EJF. 'EXPOSURE I NBTALLED OVER TO ACHIEVE. A LI C E -N91P . _ I ■ . APPROVED 25 METAL LATHE APPEARANCE -PANT PI � � i : •••..• . �� .� A PER MANUFACTURERS SPECIFICATIONS AND W. �■rv■I iu■ ■ - S . AM / I iwu 3AS 3'40 9J4' ® DETAIL IB BRICK PILASTERS TO REMAIN) VAULT y.. y L$ I+ ��. GRILLE GUIDE TO GUIDE ® 5 THICKENED � y . ' � i @ / B - =MAD, MO 4415 � 3 v2 F e e►I OPENING ' c VAULT SLAB O 014 He TANK STORAGE CLOSET m I 4 CERA C TILE BASE - I -HOUR RATED ROOM 0 ,; • � � R 2 FLUSH WI T H I' E1E5. CHAINS FOR MANIALLY'RAIBPG THE OvERaEAD 218.781.0131 ROLLING STEEL SERVICE DOOR WITH GPILLF MUST ee ALOE9QED VIA A LO10CABLE METAL NOTE: G.O. MUST FEATHER THE . O ' �', - TOP AND BOTTOM CRIME U FAX. •2 ,789,0' 21 - L DOOR AT 48' AFF AS SPEC'D TH r TIRA I II N ONBOTH STEEL ANGLE GUIDES ON 3' 8 TIDE BHT. R DOOR INSTAL TIE CHAINS IN 14E VALE CAVITY Mal THE - OF THE VAULT'S hlli£SFNINOLD. �. Yr . n G 4 L1- - GO S EN I f�P•a \GE. WIN`1L�VW Jf'M I�h7 TO THE TOP' POOR 3 DIA PVG PIPE. THE rt. - ON 3 of SW TO A IGNT OF V Oft S DOOR SPEC: FIRE -RATED UNNSULATED ACCESS - DOOR CHAINS MgST H4NG FREELY - DOUN PAST TIE ACCESS 48 AFF. AND A LENGTH OF 48' y . %ENDREX• MODEL "P F N I2" X12' WITH MORTISE AIS $GALE I'■P -®' DOOR. PANT THE OUTSIDE FACE OF THE DOCK TO FROM BACK of MCP SwC © , m �i PREPARATION FOR CT LIDER LOCK LOCK TO BE:'BEST• MATCH THE ADJA(EMT E I F S FNISI4. VAULT DOOR 7 CTLPIDER•I E 14 WITH C208 CAM FOR STANDARD 1 -PN JAMB DETAIL VEST CORE_ DOOR 18. AVAILABLE THRCUGN 8 � - - - - – � METROPOLITAN DOOR 350 WRENS AVE. GARDEN CITY EJFS. _ - 0 0:$.4, PARK . NT 11040. IELEPIIONE (516) 234-1513. - - .MN IM__ 4 WINDOW FRAME FL. TO RETURN WOOD FINISH PANELS TO TIE GRI 2•. X. 2'. STEEL TUBE GUIDES. FOR ROLLUJG �' ;p -� =■ / �_... 6 r r GUIDE. AND BETIEEN CANOE AND mom FRAME. HELD ALUMNUM (AMER, SMELLED TO 2' X 2' STEEL VER � y I •Y ALL DIN10N9 CF GL.'• WINW INSTALLATIN TBES; ANCHOR BOLTED TO FLOOR SLAB. AID . DASHED LPN: NDKATES PANELING BY FL-- TO X:9• PI � !r I� • �'-0' GC. HOLD STUDS PER MANUFACTUR'cRS 1116.1 � OF AeOvE TUBE MATCH, U)OD (PANT EXPOSED FACE I I O O SHOP EOUIR BdT L ,. V!• GYP. BD. ON 2 T'ETAL FURRNG WITH ® U 3/4' RIGID NBLiATICN I V4' AIR SPACE RECQrENDED METHOD. _ I I HALL WI $ LEGEND, SWEET P2) _ - -� GL. TO. NSTALL NE VALLT'S ±m2 = m - .1''.. s a F AL L B TE JI _ .C8 DIlC '• 9uPPLIED Br vaLLr MANFA ■■ i •• oR ENU 1 Far1ING 1- �• \ � P ti S 1/1• TN, RIOTGLAB' (TYPICAL ALL PANES/ � . •_ . Q II I � • I � Ilk 1 VAULT / STORAGE ROOM PLAN DETAIL F MIBIED OF'ENNG (DASHED LINES) . O ALIPINAIFRAME W114 AIS SCALE 1!1' ■ I' - ®' C! RP Of ILA CL> _ O ii ii I / SEALANT TO MATCH ITT' - TH. TRIOTGLAB' ki„.."1■1 . S \ O u V4" TH: 8EA1 ATIT TO El S E , \ \\ = w 0_ O :: :: OVER Nw CONSTRICTION TCH MATCH FRAMING JUL - 9 2002 6 O p(ISTNG E CRJSIRJC TO O MAT R13fA PRDJECTED D :: n EXISTING BRICK W ATERTABLE WITH TOP OF 144 Koh/ ! rORrN PROFILE CAP AT 2'-6 12 TO REMAIN AN 1 _ D4G FNISH W O p \ s \ p ,NI_LO•UTATER © ;;:; wI: q R WTH IQEE "a. ■ ' ,• I.. ■ VI AND w3HeaR " I ❑ a G .C. TO COORDINATE ALL DOOR INSTALLATION ,t 2'-6 2'-6 3/4° j 2'-6 3/4' , 3 3 ' -m• 4' -m 5iB r � m WIN THE SECURITY SYSTEM INSTALLERS. I 2',, 5' 1 2• i� NOTE: G.C. TO VERIFY ALL v4- i' -I Vt UNDOW FRAME 1/4• V4 5 W■DOWFRAME e ve 'PI t.. EXISTING WINDOW CLEARANCES 8'-0• MEIN (VENN& 6'-0' WWI OPENING '0' '- c NOTE: ALL STOREFRONT PRIOR TO ORDERING ANY 01 FRAMING TO BE BY "YKK" OR GLAZING COMPONENTS- 3 WINDOW 4 WINDOW J • O I3 EQUAL - COLOR TE AIS 3 Alb 3/81.1 -0' 01 ) STANDARD DARK BRONZE. r B -I (TYP. OF 3 WINDOWS) (TYP. OF I) j�l O I 4 Vf • 3' -2 3/4" 4,L • 6'-Q• 4 Vj- V-2 3/4 AM* COWER uu CABINET ABOV E 2,11. 2,_I. 4 • E SHEETS AS AND AS FOR EXPLANATION i (DETAILS ONSFEETRi4) \ ��������� - OF VESTIBULE'S GLASS FRAMING I�I • r SU'w AHD NSrALLED I . • TTAG TO SLAB AND CEILING. I� F.C. Br GO NTO CaWERTOP. 0 11.0 ' I 1 , clTRECEIVED E Q ' -10 3/4' FP416H OF'F311N � 1� VOFrulcwlu o e � ooLww+ ` 4• G' -10 V4' FRAME V4' 1 JUN 2 8 20(2 c Y-8 1/2 .IF. NEW OPENING V4 r L r<:T _ 2n r I ,, 4 • 2 , 8 I/6' 4 6 - 0' 4 ' 2' -81/8 I r. I A 1 AN61.lG LYJA _" ' \ - KKK" OR EAL l I "� - , . 1 Y \ ■ \ v R ACi ED TCGOTI , , � \ \� \ \ \\ FRAMING 9i ro, _ II�I0:■ •.TESaZ.AeA ` _ (7 6 v... Tere® , ®I '. ' \ , � VT 1 ' 4 , \ \ MO TRAINIROOM m op 11 1101. mi l .nx• °REARS. --..- h 1 ' 4 e.... \ (3) F'U9H BARS w � _ � i• _ . ®_. _ BOTH SIPES Cr. E/j/ —_— �V Y � 111 I It.1 1 tI1 i111 171(IIIl11�II r II ' q Q eI ®S lel 1 I I 7 I I 1 1 I I I ] I I f i I I DOOR (24 TOTAL). ' S U 2 '9''''''''' ��� )PJMI OAIb CN 1 1 1 I 1 1 1 I 1 I 1 i 1 1 1 1 1 1 1 I 1 5. - ® MOUNT AT 34', 36' �I O ., _ ENE c Sp O . i 1 1 1 1 I I I I I L I I I I 1 I I AND 42° AFF. •` m - •�•_= �� ooae 04TmAU I I I 1 I I I I I 1 I I 1 I 1 I I , I'. i / �6�s1 N _ Imo I - I 1 p O , ry © I e I ( .2 •'• 1 I f NM NKVIf ..... 1 1 1 I I 1 7 I 1 1 1 I I i I I I 1 I 7 I I I 1 I I i 1 I I 1 1 I 1 I 1 1 1 • a mo .... A . R. , 1 1 1 1 1 1 1 r i .. i I - / \ / • ® ® SIDELIGHT TYPE p � .5� !� i I 7 _ I 1 I I I 1 I I 1 I 1 I I 1 1 1 J 1 1 1 I I I 11 - - 2 � W Al 5 STORE ENTRY DOOR 6 VESTIBULE LARGE WINDOW 1 VESTIBULE ENTRY DOOR 2 TRAINING ROOM PLAN DETAIL c AIS 3/8' ■P-0' (1W. OF 2) INTERIOR DIMINSIONS AIS 3/8' ■I'-0' RJTEI@IOR DNIENSIONS AIS 3/8 -0" Ale SCALE 1/1'•1'-0' A 1 8 1.114.1( a • 41!■ REPAIR SHOP MATERIALS DATA / INFO I ALSO SEE MATERIAL SAFETY DATA SHEETS LAY -IN CLG. AT II' -0' AFF. 3/4.3' -6 3/4' (INSIDE DM) (3) EQUAL GLASS OPBIPIGB WITH FRN'E TO TOTAL 92-4 3/4• (INSIDE DM) 3/4' GAS AND OXYGEN FROM MASTER, 4'•10• 2'-O' y 4'. ^ r C9Fa / t� NAME STORED HAZARD CODE D- dIb4A'JG I. wen !-MCC�IMR s- Le 4!H- _ SHUT -OFF vALVE AND AIR LINE FRCM 1' i I k OWW TITY. I ALTF1 R.A MMABILITY 19EAGTfVI'h' SPECIAL NAZAF� .: I y �� COMP FES60R ....... CLOSET 'AREA I I . w� e d.neptr FL/Ot I a a o .. , o wa . _ '_ TO END WITHIN SSC X .10'W. FINISHED F .0. etOU FAlt warm.* 1 ac t. o t ' - r" Il POSSIBLE (TYPIREGE88 M WALL M AS NIGH AS e j rroatert CAME Soa1 a o o Z v - CAL OF 3 IN SING WALL) - - '� ` _'` I mi. t ° PEN tatooron 1 rr / 1 16 . _. I uar I'I.ATH1c GOLO, , / � _ _ ant r+a.o 1 7 - I ud.DPLAT.a - I' TEM "'M / r / s,ri 1.T xAa woo re/ a urloN a WRVS 3 e — / � � I COATING 'UC- 5 4983.GO , - 9 3 A $ c _ m c . EEE FRAMING v� / / / w•A vm d�:x a..r / � I PAINT EXPOSED EDGE , I • _ 7EtSU�atxFJ r nbE Via.- I .. o .. wA - �[_rr . -" PERIMETER OF GLAZING FRAMING - a x'. ///rr " l l _ I _ ®'OJfK 11EE@I ti41lDBR 1 711E , a 1 O . WA - _ r j I{ ALIGNE WITH D R YWAL L REPO R SIDE - B O EWtCI1d/0 a(TIfJl tPAM/ wPr. I 3 o e - fVw � " ® �� -M �- s ! GLAZING PR41126 FACE IS. I" INSTA GLAZING FRNIMG 80 FACE IS - AI9 E UWH a �� . WRH. , V n D / - t - . - - - AIR SIDk PI � � .� �4 -tl : h aAL. I � , , a o w4 � — — — ® I — ® � _ DlBAMTL woe (AClfOtE) in I : s o • WA DRYUJALL PARTITION r TTOM OF CUTLETS AT 41. OFF. (TYP) L _.. �. _ . .. BO , ROUTE GAS 02 - AND AIR ( _ --L . ___I tanwAL cre -- weineitTlw I Tau' s o wA : - LINES 24 WALL AT 24 , . — = — — — — I I . I — — — =1 — DAS HEDLaES —r! I I @ oxrr�l a TAIKr o:. o o - °I A FF A14 BRANCH OP TO ROUTE GAS. '02' AND AIR LIES M , ! SHUT' =OFF VALVES AS I in I . I I T I I I W4LL AT 24 OFF. AND BRANCH UP.. MD(CATE REPAIR I FI t HIGH As F08818LE'(TYP. I I b •','414 DASHED LB• — I I T O S4JT -OFF vALvES AS NKa 4 AS DESKS BY TENANT I I I - �� B �P� T NOTE: TN(5. SHEET IS FOR G.C. CsG REFERENCE OF. T7PIGAL CONDITIONS AND - , AT 3 DESKS) I, - I I In I® POSSIBLE (TYP. AT 3 DESKS) I I I . - 1 ' I i 1 I I I 1 REQUIREMENTS ONLY. ADDITIONAL NOTES AND ELgVATIONS NECESSARY L I I 1 1 I • _/ 1 I I . l FOR REPAIR SHOP CONSTRUCTION AND' COORDINATION "OF EQUIPMENT - _ / FRAMED DRYWALL PART TI 4 BY G.C. AND ELECTRICAL CIRCUITING WILL BE FOUND ON SHEET 'Eb. , FIXTURE Saty ,, MOAIT VINYL BASE AFTER � • FLOORING AND FIXTURE WORG .- 3' -1 3' -s s' -9 r 6 4' -m IB' 4• � a° 4 10' 7-3• SHEETS 'FI AND 'F2' AND MECHANICAL SHEETS 't 1 AND !! 12. R IST[R€o HAS BEEN INSTALLED .) ALL WALLS IN REPAIR SHOP TO BE PAINTED@ ' i ARCHEifCT Q SECTION © p Atli MASTER 641T -OFF vALVEB FOR G AND O3' . - .t _ j - • FRONT REPAIR WALL ELEVATION 1/2• -1 -0 . . - SINK WALL ELEVATION 1 2• -1' -0 IN WALLWIT'IM TICC°VER '' 1/2v-1'-0Y 5. -3. GAS AND OXYGEN FROG MASTER a 6/6 (INTERIOR DRYU64LL) 3'-0' 2. -0. SHUT -OFF VALVE AND AIR LINE FRD 1 - COMPRESSOR IN REMOTE CLOSET AREA I 1` ... 46/8. OR T• q TO BE ROUTED M WALL AT 24 OFF. WITH 11 1` ' 11 x I t 1 VERTICAL BRANCHES UP AS HIGH AS ill /7 a? :: POSSIBLE AT EACH CF (3) DESKS �� �' I }r cXHIAUST DUCT COLLAR t #,' COMPUTER.DESK BY FG. i - U.. * i f 0 i / Q T" I NSTALL FADE TRIM CF ('� 4 ® / , / ® I ® C Y/ .. - WHITE PLASTIC HOUSING LAST \ - 3/4 PART. BD. LEDGE AND / / - • . • BACK BY G.G. WITH PREFOR'ED 1h / / NOTE REFER TO SHEETS Fl AND +1 : ( i� • UANITE PLASTIC 'LAUNDRY' STYLE G.C. TO SUPPLY 4 INSTALL we CLEAR FOR DETAILS CF COFPUTER DESK. ■ Q FIOUSRYa - SOLDER 'B' NUT III'' / / TEMPERED M GLASS SI: M C' OR DIVIDERS, COMERS A D CARPE O - ' i � CO a . - EG7UUAL FRAMINCa W/ COATING V yV !i //♦ VC -54983 CO CNAL WHITE T°P m FI INGS BEFORE INS TALLAT I ON i 0 SF -OFF A DGE FOR MAST I / / • ' l 1 ^ P - �I /// 41C� oP I _- :.:.._: L . S ` •Y i fir - -- // J — SUPPLY PIPE FOR OXYGEN REPAIR DESKS y C t . 9. GAS AND COMPRESSED AIR A S BT ® AI C MP ESSED a ° a' 44 vi r b TO HAVE V4" FEMALE ENDS �-, TENNdi \\��\\ / .... . AT EXTENDED .4PPROX. 9� ABOVE LEDGE T " ,- , r , ATPNG FRAHM TO BE I \\''1 4' -3' OFF. ::: � ` . � . ALKaTED WITH DRYWALL - G.C. MUST VERIFY DIMENSION OF 3/4" x 3 V!• BLOCKING REPAIR SHOP SIDE �- : CORNER WALL TO ASSURE THAT BY G.G. AT PERIMETER ;� I < 1 : , OF GLAZING -PAMT ♦ I _ I _ HOOD'S DIMENSION WILL NOT EXPOSED EDGE (TYP) -- \ - TAP FRO1 STEAMER ENCROACH OVER WINDOW FRAME. k 2 �• , ( (L • _ T _ _ Y i �— ass: ET G.G IN I 1. . A � e � , MASER 4eN: -OFF:V '� —11--1 � � - F.G. COINER r p p RECESS SECTION AIDAIRLINEFROM GA.TOI S f L -. ,I r . AND SOAP DIBPENSERB - 9 EXHAUST HOOD PLAN 1•=1' -0 3 ° -1' -O• o ; I �� avl uauAlsov> so�c g WITHIN 844, X tell FINISHED M 2 -o 't HIGH AA6 M POSSIBLE . AS • o - I _ J GLAZING WANING TO lE . fi FLUSH u TH DRYWALL oN ® tt G�3[ MOSQ�fi ` S \ (TYPICAL OF 2) te SW sloE _ u _ C s G: TO FABRICATE EXHAUST WOOD OF : r ° I Gt. TO PROVIDE A 4" DIA RIGID META. DUCT FROM ELECTROPLATING ,k — - i _ - . ' 20 GA. PAINTLOCK SHEET METAL - ALL A . CABINET TO EXHAUST FAN,IN HOOD / SEAMS TO BE WELDED; NOT RIVETED. n I (PAINT P3 To MATCH Hoop) i * a 'PANT ALL SURFACES INSIDE A ND O UT n .. 0 © 1 aoomoNaL DEraaS oN sHEET f2 i zo v LINE OF I ABO� - \ - _`T _ _I SEE DET ON S SHEET- // - = I - I � ._ VERIFY MN CL FROM .4! EIVEO • HOOD TO EDGE WINDOU I - TI!ICwtt;I 1 ; • M is Ti. — NOTE: G.C. TO MOUNT CHAIN \ / 1 J I BEFORE F / ` \ / - 1 APR 3 ?C O2 .. FOR EACH OXYGEN TANK TO i i 11 I 1 � . , . - / / :.- 1 _ ' PERM CENTE � , . I _ BE HELD' AGAINST NE WALL 1 1 Y . 11 1 ' le 1 1 's ra-.6 11 1 I HOOD — HOOD NOTE: REFER TO SHEET "PI - — — — -- • _\,.. — _ / , DETAILS, SINK TRAP AND : -- ■ - -- - - - -- ■ -1.®� �P� „�+ � — EXTERIOR f INTERIOR FOR STEAMER CONNECTION — II �� . m PLUMBING RQUIREMENTS. — v 2. GiTI R :EU _T i Iy - IV NEW. TRIM .r-or avow TRAM creams 9• _ . TRM i7-4' ! o� z 5 -3 NOTE: TYPICAL ALL BOTTOM ED v. F!' V8' mew comp Al 3 .. 5 . Am,. u r.J U yo-o V4 �: p HOOD DETAIL _ a . EXHAUST HOOD ELEVATION 1 -1 -0• A19 full ���i� ® O � • 1 S ENLARGED REPAIR HOP PLAN 1/2 ° -1' -0• t A , � . , - EXTERIOR MATERIALS FINISH 5C1-IEDULE ROOT I FINISH 5C EDULE NOT APPLICABLE 4 "x8 "x16" 'QUIK -BRIK' BY AKRON BRICK AND BLOCK A ("JARED ROSE" COLOR) MORTAR TO BE BY "SOS" •44H 'DEEP RED'. N E.IFS. $YSTEI'I BY "SENERGY" ,_ "DRY -VIT" ,'FUL -O -MITE" , "STO" OR ,ARCHITECT'S .- --t w _ . _I © APPROVED EQUAL. COLOR TO MATCH FUL -O- MITES TEC!400028 "TAKE MIST tU •Q Q ► U ( "E.IF.S. TO HAVE SAND FINISH ) w w 2 } U- Ul GOLD PAINT, FIELD APPLIED OVER THE MANUFACTURER'S APPROVED PRIMER Z _1 u1 t w _.1 Q c - . 1 O Q � C LARCOLOID" • 16 GOLD LEAF. TOP COAT W/ (2) COAT$ . WILBUR AND WILLIAMS ` F- w U W TUFF QUIK • 1804 CLEAR GLOSS. CONTACT 'CALIFORNIA PRODUCTS CORPORATION'. F --- 0 m m W 0 . ,5 a ,7 '0 0 w . 4 a O w (611) 541-5300 W J U E tJ _ • 0 Z Q ) 0 W �' Z d) n E.IF.S. SYSTEM BY "SENERGY" 'DRTv1T" , "R1L-O-MITE" OR THE ARCHITECT'S' TfI�N- 1 }' 1Y a }- g : ? ! 0 LL: z w 0 V APPROVED EQUAL CUSTOM MIXED COLOR "DARK CHERRY" TO MATCH NJ LSti\ t V+ [SEItJ .4 Q Q- - SHERWIN WILLIAMS PAINT •2124 "BLACK CHERRY" (EXTERIOR PANT) U> 0 0 > Q 0 D 0_ 0 U 0_ to _ E 0 l EJFS. TO HAVE PEBBLE FINISH ROOM FLOOR BASE WALLS CEILINGS E E A . F VE PPRO EEQ UAL COLOR TO MATCH O- hI FUL- ITE'S EG. 40003 vµ{I AR�GHI "S ke _ ( EJF TO HAVE SAND FNISH J r VESTIBULE • �/ �� SALES AREA .C. 0 ®2 , �, �(IID, 4 /� `t O 'JARE COLOR)) U SE 5 " D EG REE ANGL D S B AIT TOP. MORTAR TO KID'S PLAY AREA e • BE BY "SGS "'.10X 'LITE BU FF'. 260 MOVE CLEVELAND, 8110 4426 SEATING : (( • O P A IN T GR TO I ERE MI ITALS COAT. ATIHHEWS " BRILLIANT GOLD '46 -400. CREDIT FI X 1 1' rs • , EXISTING BRICK " WATERTABLE - GLEN GERM 'STRATFORD' TO REMAIN (TO BE FULLY RESTORED TO A 'LIKE -NEW -APPEARANCE) NOTE: G.G. TO RETAIN p DIAMOND ROOM Fl '. ® BRICK REMOVED AREAS AS 5HOLLN FROM DEMOLISHED - SEE DEMOLITION D AREAS FOR RECYCLED USE IN NEW REPAIR SHOP ® s Z' 6 / E.IFS. SYSTEM BY SENERsY" , "DRY-V1 T" " T "RJL -O MITE' "STO" OR ARCH MGR'S. OFFICE FI e • • APPROVED EQUAL. COLOR: "10441 CHAMOIS BY 'PARER , TEXTURE 'SANDSTONE' •32 INVT'Y CONLOFF. FI 1� it • FABRIC FOR AUNNGS TO BE "BLACK CHERRY " 4 '4640 BY 'SUNI3RELLA' , WOVEN 100% TRAINING' ROOM ®3 24 • ACRYLIC. OR SUBMIT ALTERNATE SAMPLE TO NE ARCHITECT FOR APPROVAL . 9 NOTE ALL QUIKBRIK M41' FAGTUREDBY AKRON BRICK AND - BLOCK- � E� NON SALES aRC 5 CO NTACT MR CALCEI AT (800) 589 TOILET ROOMS (FINI ®S A EXISTITO REMAM, CLEAN; PATCH 4 PAINT TO MATCH AS REQ'D) WALL / CEILING FINISH SC1- IED A' :�,,,"" } STORAGE . , • P PRATT AND LAMBERT 1112, IVORY MIST. jj JANITOR S CLOSET PI FLAT FOR CEILINGS AND BULKHEADS, SEMI -GLOSS FOR WALLS AND TRIM 1 .: ® • PANT - GOLD COLOR TO MATCH PEARLESCENT. LAMINATE . r - GAS STORAGE ®3 0 � O REFER TO SPEC BOOK FOR REQUIRED SUPPLIES AND PROCEDURE. , HALLWAYS (2) 04) • PAINT - SHE RWIN WILLI 5W 1 340 "E R CEAM" ,� Q l TO BE USED' ON INTERIOR REPAIR - LIMOG SHOP WALLS ONLY) SEMI - GLOSS. m EXIT CORRIDOR ®3 `�/ ® VINYL WALLCOVERING: 'al. LYNNE' NEUTONES 5P- *1145, "HAITIAN COTTON" L C a VAULT ®3 ® ( t) " SUPPLIED AND INSTALLED BY C C. ® t O VINYL WALLCOVERING: PATTERNED WALLGOVERNG 4S SELECTED FOR CHILDREN'S U PLAY AREA ONLY , SUPPLIED BT TENANT AND INSTALLED BY G.G. � NOTE INTERIOR WALL FINISHES TO BE FIRE RATED CLASS 'A' OR T5' PER NFPA 101, 24 -33, 1991 ED. ® - C 0 BOLL -ROLL SECURITY GRILLES FLOOR FINIS�I SCHEDUL � ALL GRILLES AND SHUTTERS ARE. SUPPLIED AND INSTALLED F1 CA DUPONT' CUSTOM MADE ALLED CARPE FOR 'J ARED' WI1N CUSHIaJED BAC T °� 0 BY THE G.C. 45 SELECTED FROM THE SPECIFICATIONS BOOK SUPPLIED BY TEN INST BY G. ,� PORCELAIN TILE: 'EMIL CERAMICA' 16" X 16" (15.15" X 15.15" ACTUAL) "ALABASTRO MARK QTY. DESCRIPTION AND DIMENSIONS I LOCATION \/ SABBIA • 30 E 53" WITH UNPOLISHED FMI51-1.. USE 'HYDROMENT' .96108, CAMEO, 05 ®•- UNSANDED GROUT I/8" B'VIRGINIA EEN TILES - CONTACT: TOM MILLER AT 'VIRGINIA TILE O " L 3 co: (216)149 -4540 OR (S00) 454-6920. SEAL TILE AND GROUT WIN PRODUCT AS ' C 4 MOTOR OPERATED ROLLING STEEL SERVICE DOOR: 22 GA. SLATS WITH. BAKED -ON GRAY FINISH. SPECIFIED ON SHEET •A13 SUPPLIED AND INSTALLED BY GC. 15 I 15 - ID " HIGH CURTAIN x 13' -10 3/4" WIDE (GUIDE TO GUIDE) ENT F.- VINYL COMPOSITION TILE: 'ARMSTRONG' 12" X 12" 1 51925, ASH GRAY USE WITH c 7 f" c elle VESTIBULE 'ARMSTRONG' •11 MID -GRAY VINYL BASE. SUPPLIED AND INSTALLED BY G.C. W ' WITH KEY SWITCH IN VESTIBULE AND AN EMERGENCY . RELEASE' DEVISE 'INSIDE STORE. REFER TO SECTION VINYL COMPOSITION TILE 'ARMSTRONG' 12" X 12 ", "NATURAL OPTIONS" SOLID •16161 V FOR INFORMATION. - DARK GRAY WITH TEXTURED FNISH m AND SQUARE, NOT BEVELED EDGES OR w 2 'AMTICO' 12' X 12" DS 33 LIGHT GRAY, WITH TEXTURED FINISH AND SQUARE, NOT O ROLL NG ALUMINUM SHUTTERS: MANUA OPERATED PLAN DETAIL 8./A18 FOR EDGES SUPPLIED AND INSTALLED BY G.C. (FOR 'AMTICO', CONTAC T ` TOM AUGUSTYN AT (800) 214 -3380 EXT..585) .� Y ,1— CLEAR ANODIZED EXTRUDED ALUMINUM INTERLOCKING t.. CARPET (FOR CHILDREN'S PLAY' AREA) - ;'pUPONT' CUSTOM MADE CARPET FOR SLATS, 1 1/2" WIDE x 1/2" DEEP AND .050" THICK ' 'JARED' WITH CUSHIONED BACKING. SUPPLIED BY TENANT AND INSTALLED BY G.C. - , 8' -11 NIGH CURTAIN x 5' -1 1/2 WIDE (GUIDE TO GUIDE) SMALL 0 16 1 WITH SLIDING LOCKS ON BOTTOM BAR BRACKET TO BE WINDOW BASE FINISH SCHEDULE : 1� BRACED T O WALL ABOVE THE LAY -IN CEILING. 4'� BOTTOM OF GRILLE GUIDES AT 2' - 1/4" AFF. WHICH UIOOD GRAM BASE- 4" H. x 3/4" PART. BD, WITH LAMINATE i4 FINISH. GS� IS THE "TOP -OF- SILL" H BI EIGHT. REFER TO SECTION A/A6 SUPPLIED AND INSTALLED BY F.G. 2�'' AND PLAN DETAIL 9 /AIS FOR INFORMATION .0 'c u G GMD800Na VINYL BASE- 'ARMSTRONG' •11 MID -GRAY ( STRAIGHT AT ALL 1 " ' .., CARPET AND COVED AT v.C.T. ) SUPPLIED AND INSTALLED BY G.C c' , MANUALLY OPERATED ROLLING ALUMINUM SHUTTERS: 3r`D � CLEAR ANODIZED EXTRUDED ALUMINUM NTER�OCKNG B3 TILE BASE: 4" HIGH TILE TO MATCH THE ADJACENT FLOOR FINISH TOP TO HAVE SLATS, 11/2" WIDE x 1/2" DEEP AND .050" THICK FACTORY FINISH BULLN05E OR DOVER THE' TOP EDGE WITH A GON F2 LINE OF GROUT 8' -11" HIGH CURTAIN x 1' -1 I/2" WIDE (GUIDE TO GUIDE) LARGE A ` A p 0 2 WITH SLIDING LOCKS ON BOTTOM BAR BRACKET TO BE WINDOUI$ L�M INttTE (�Y PAINT FOIE ill BRACED TO WALL ABOVE THE LAY - IN CEILING. FIX1 URE WQ1`K FI1� IS - SCHEDULE t'.- r BOTTOM OF GRILLE GUIDES AT 2' - W' AFF. WHICH IS NE "TOP -OF- SILL" HEIGHT. REFER TO SECTION A/A6 LAMINATE: LAM4TE: UILSONART' •I510-60 WHITE MATTE FINISH. 1 AND PLAN DETAIL 9 /AI8 FOR INFORMATION. L2. PLASTIC LAMINATE: 'NEVAMAR' ARP 5-1 -5T, ANTIQUE WHITE, TEXTURED. ill. .' MANUALLY OPERATED ROLLING ALUMINUM SHUTTERS: L3 PI- ASTIC LAMINATE: 'NEVAMAR' ARP •TM- 2- IT. OCHRE TEMPERA, TEXTURED. '.... nKO A N• ® ® � m ` ONLY GRAN LAMINATE: 'FORMICA "' •A2121PC WITH LUSTER FINISH. AVAILABLE PR 2 3 2 tot fl SLATS, I WIDE x 1/2" DEEP AND 050" INTERLOCKING NICK REPAIR D THROUGH, DESIGNER' SHOWCASES, CONTACT,ROGER BOYER AT (330) 220-8688. ERMircENrE. L4 CLEAR ANODIZED EXTRUDED ALUMINUM 1' -'1" HIGH CURTAIN x 1 I/2" WIDE (GUIDETO GUIDE) SHOP IS I L5 PLASTIC LAMINATE: ' LAMNART' PEARLESCENCE •2406 -G, GOLD: LEAF, GLOSS WI SLIDING LOCKS ON BOTTOM BAR BRACKET TO BE WINDOW BRACED TO WALL ABOVE THE LAY -IN CEILING. a PANT (REVEALS AT L4 )LAMNATE3 'BENJAMIN MOORE' •1104, LIGHT BROWN, FLAT. la''' BOTTOM OF GRILLE GUIDES AT 3' -11" AFF. WH1CN IS NE ".TOP - SILL" HEIGHT. REFER TO SECTION A/A6 is, WOOD VENEER: s EsRAEUlOOD' "913 /CAB -3, MAPLE WITH CLEAR SATIN FNISH COAT. AND PLAN' DETAIL S /AIS FOR INFORMATION : L8 GREEN !Woo: GRAIN LAMINATE: "INTERNATIONAL PAPER" ND -30611 HIGH LUSTER e PANT (REVEALS AT MAPLE VENEER): 'BENJAMIN MOORE' 1 1061, LIGHT TAN, FLAT. " PAINT (REVEALS AT GREEN LAMINATE): 'BENJAMIN MOORE' •416, a` _ ® GREEN FLAT. i e GILT PAINT: MATTHEWS`ACRYLIC PANT •46 -400, BRILLIANT GOLD 0 3/4• -X 3 ' X A80 TN ON TYPE, SIEGE. C A20 ' ORR;GUARD:'IPC' /4 VINYL TAPE O . . _ PHONE: 1500154 -11 29. _ w.a e SECTION INDIVIDUAL CHANNEL LETTERS WITH INTERNAL r "i l li Mill AT ENTRY WHITE NECK. LETTERS TO HAVE UNITE PLEXI FACE AND "BLACK CHERRY" PAINTED ALUMINUM RETURNS SUPPLIED 4 INSTALLED BY SIGN MANUFACTURER JUNCTION BOX AND ELECTRICAL HOOK -UP BY EC. USE SHERUM WILLIAMS "BLACK CHERRY' 2124 3/4" CLEAR ACRYLIC WITH 'MATHEWS' PANT EXTERIOR PAINT FOR RETURNS AND TRIM CAPS. ! L _ BRILLIANT GOLD 6 46-400. APPLY A CLEAR _ _ LACUER FINISH COAT. SUPPLIED AND • JI ENCEN I F -- INSTALLED BY SIGN CONTRACTOR ON Q I .I_ _. MULLIONS ABOVE EXTERIOR ENTRY DOORS. . 1 I PROVIDE MOUNTING STUDS ON BACK AND A � M TEMPLATE TO DRILL MOBNTNG HOLES E4 I I MULLIONS. (WINDOW MLION HED) DAS ARCHITECTURE I� - -- RETAIL, I ETAIL , DC SIGN (ABOVE ENTRY DOOR) I 1 ..7 C MULLION MEDALLION Csso HOD AVOW CLEVIELM OHIO asps 421 r' =r -m" 4 p �� 0 • ,_,..... , . D ,. The Gar_,: gi.a Of jQwelry . , q t p i � IIII ATill 4 12' -1" ALL LOCATIONS O u�r EQ E0. r I EauAL I I EQUAL I I' EC JAL 11" A >, Q) 6 � It , 3'-E V4.4/- IV-II V4' 3' -E V4../- .. u 2r-4w- : ti s ° ....4„ riqz A EXTERIOR SIGN ELEVATION " i _ 7 o. iziz ;I 3 " EdML Eai4L EfJIAL � �. A21 V2 " = -t O J 1, V.. o-A }y NOTE: ALL EXTERIOR ILLUMINATED SIGNAGE MIDST HAVE 0 ' � a 3 ACCESSIBLE, WEATHERPROCIF DISCONNECT SWITCHES Q) SEE BUILDINCs SECTIONS NOTES I I/2" DIAM. BY 4' LONG, LAG OR EXPANSION Q CO VJ. TYPE SCREWS WITH EYELET END AND I �--- - r(R� r WASHER - PANT SHERWIN WILLIAMS BLACK CHERRY V �+ CHERRY TO MATCH E.IFS. SET EYELETS "`"'" � CO M BACK 4" FROM FRONT SURFACE. PROVIDE A` S ALL NECESSARY WOOD BLOCKING FOR AWNING MANUFACTURER TO "BLACK CH 0 CHERRY" FABRIC AUNNG CN I" (MIN.) SECURE ATTACHMENT. ( TYP. ) S1LKSCREEN GOLD LETTERING Sa TUBULAR FRAME - 'SUNBRELLA' .4640 . ON ALLNNG - SIGN CONTRACTOR WOVEN 1008 ACRYLIC OR SUBMIT ALTERNATE r aQ TO PROVIDE TEMPLATE SAMPLE TO ARCHITECT FOR APPROVAL 0 r N r 'N z� ° 17 n D M c��daSooaS X 4' -N . , E'-4" I 2'-6" air OF TUOI I/! xliTxV2 ", WHITE, PLASTIC APPR U 1 1 EGG CRATE LOUVER CN S 2002 l UNDERSIDE CF AUNNG (TYP.) Alt wSN( o B- ALINING FRONT ELEVATION SIDE ELEVATION • ' - 421 I !1 " =r - m" L D • BANNER ATTACHMENT DETAIL (TYP. OF ALL 4 SIDES) R A21 1/2 " =I' -m" SUPPLIED AND INSTALLED BY THE SIGN CONTRACTOR. CITVOFTUKWECEIVED ILA JUN 2 8 2002 J PERMIT CENTER a . n o NOTE: SIGN CONTRACTOR IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR SIGNAGE. PROVIDE SHOP DRAWINGS TO LANDLORD AND ARCHITECT FOR APPROVAL. NOTE: THIS SWEET IS NOT PART OF NE SthWING PERMIT SET OF CONSTRUCTION DOCUMENTS. :11 ALL EXTERIOR SIGNAGE WILL BE PERMITTED NOTE: FINAL SIGNAGE DRAWINGS WILL BE SUBMITTED UNDER SEPARATE SUBMITTAL UNDER A SEPARATE APPROVAL PROCESS. Q a A21 i I 0 SECTION INDIVIDUAL CHANNEL LETTER6.11 11TH INTERNAL AT ENTRY WHITE NECK LETTERS TO HAVE WHITE PLEXI FACE AND LACK CHERRY' PA`MTED ALUMIMJ 1 " 1 �� RENRNS SUPPLIED 1 INSTALLED SY SIGN.MA E R JUNCTION BOX 'B AND ELECTRICAL HOOK -UP BT EL. 3/4• CLEAR ACRYLIC WITH • MATT - EIUS' PANT i rr -4• USE SHERWAN ueLLL4ZI$ 'BLACK GFERRY• mz4 - -I , 1 -- — BRILLANT GOLD •46 - 400. APPLY A CLEAR EXTERIOR PAINT FOR RETURNS AND TRMt GAPS LA TALLED BY SIGN CONTRACTOR ON L R FINISH COAT. SUPPLIED A ND �� ��R�y 4 - - INS - - - - TA w I 1 MULLIONS ABOVE EXTERIOR ENTRY DOORS. .. I :I PROVIDE MOUNTING STUDS CN BACK AND A TEMPLATE TO DRILL MOUNTING HOLES M I I MULLIONS. (WINDOW MULLION DASHED) gg ~ ~ S � i C ' (ABOVE ENTRY DOOR) y , , . o C MULLION MEDALLION �-} � _ Y 421 1...1.-0.. 1...1.-0.. I rE' 2 11 78t 7804 r .." T e Gaff JJewe O! \ F AIIMIll■ § : . ,„ // MN " 1--------1 11111NIATrof, 1O4 ' --' T 0" AT ENTRANCE VESTIBULE I ..O.E. RP ATSIDE PORT . hTF OF yA r „ :0,, t ; Ea. b'-O• EQ I. i EGUAL � EaiAL r EalAL r A • V 9'- 8I/4•N- 5'4 V4. r a 3'-8 V”, • / e . 0 C 1, I EXTERIOR SIGN ELEVATION - �I i d b o-� Q. V ; 421 w = r -0" o 3• EQLAL EaU EGU AL AL .�: w •Q NOTE: ALL EXTERIOR ILLUMINATED SIGNACsE MUST HAVE a ! m' ::11.;- ACCESSIBLE, IIE:ATHERPROOF DISCONNECT SWITCHES SEE BUILDING SECTIONS NOTES _ I V7' DIAM. BY d' LONG, LAG OR EXPANSION ... / �/ TYPE SCREWS WITH EYELET END AND - - - `� + � WASHER -PANT SHERUNN WILLIAMS BLACK CHERRY TO MATCH E.IFS. SET EYELETS �'� CU m BACK 4 FROM FRONT SURFACE. PROVIDE ALL NECESSARY WOOD BLOCKING FOR AWNING MANUFACTURER TO 'BLACK CHERRY" FABRIC AUNMCs ON I' MN) SECURE ATTACHMENT. ( TYP.) SILKSGREEN GOLD LETTERING SQ TUBULAR FRAME - 'SUNBRELLA''4640 ON AWNING - SIGN CONTRACTOR WOVEN 100% ACRYLIC OR SUBMIT ALTERNATE L TO PROVIDE TEMPLATE SAMPLE TO ARCHITECT FOR APPROVAL L. • r t r e „, : o k r-% X 8. - 4. 1 2 , 6 . . I V2kVlkV7 ", WHITE, PLASTIC EGG CRATE LOUVER CN r UNDERSIDE CF AWNS (TYPJ 8 AWNING FRONT ELEVATION SIDE ELEVATION 1! ~W D BANNER ATTAC-IMENT DETAIL (TYP. OF ALL 4 SIDES 421 I/2 " =i' -mu 421 1/2".I'-m° SUPPLIED AND INSTALLED Err NE SIGN CONTRACTOR RECE14 , ** 2, , tn R23 20 p o NOTE: SIGN CONTRACTOR IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR SIGNAGE. ERMIT CE E PROVIDE SI-40P DRAWINGS TO LANDLORD AND ARCHITECT FOR APPROVAL. - NOTE: 11416 SHEET IS NOT PART OF THE BUILDING: -Z PERMIT SET OF CONSTRUCTION DOCUMENTS. S EPARATE ALL EXTERIOR SIGNAGE WILL BE PERMITTED PER A ' NOTE: FINAL SIGNAGE DRAWINGS WILL BE SUBMITTED AP �ROVA� MIT UNDER SEPAR SUBMITTAL UNDER A SEPA APPROVAL PROCESS. - .. . a N ..,, . .,.,. . . REQU IRED / ., \' , , .,.,. . F BRDIN, LAY-IN CEO F6 l3) • « A88 0PBJ91G6PIFRNE WfFI D5ILLLIONBY GL I . FINISH SCHEDULE v V4' FRASTED SAFETY SATIN BRASS LI PLASTIC LAMNATE, WL80NARr' 9610 -im W more FINISH W - PALLS WITH s LAMNAIE GLASS WITH I FINISH CHANEL © PLASTIC LaMNAIE: TEYaMAR ARP S -1 -6T, ANTI4E WNRE; T0(iURED ' (2) REVEALS �\ 1;;:- 05'x3/4' END CAP- ALL EDGES POUSFED © 4 WOOD GRAN LAMNATE, 1.ORMICA •ATVB•C WITH LUSTER FNUH GL. TO SUPPLY 1 MST • I/4" CLEAR . — -s 5/8 c.AB,€t LZ OR L4 * OR L4 ® PANT (REVEALS AT 0 LAMNATEA 'BENJAMIN 'BENJAMIN MOOIRE 9104, Loa IGHT RAT - IxnmeRED GLASS SET KAILNEER' 4' F.UOR FIX AB OVE 5' MID _ _ _ � GILT palm ri1TIFEW6' ACRYLIC PANT V6 -100, BRILLIANT GOLD L E ND PANELING AT /COAI7NG 54983 - • CNI R — BEL OW C 4BME7, HARDWIRED .. —.. _ Q WOOD GRAN BABE, 4"H: X 3/4• PAR ED. WIN LAMNATE: 0 FINISH. C DRYWALL .URTAILLW_L AT •t Y � _l... - .. 1 vI41'L , 'ARM87RONG' 11 MID G RAY - 9' -0' AFF. Y , ,Your Jewelry - - •�< 5 _ I! PP PA RASE WALLS ONLY o tt1 E char eel- GLOBS.. �15LFV � /, I� Design & Repair / 3 NOTE, ALL DRAOER INTERIORS TO HAVE U41TE MELAMINE FN1644 -: 'v AND ALL HARDWARE TO HAVE SON BRASS FRESH p ,. Y...,. DETAIL full scale ��_ Q I/4" SATIN GOLD FINISH O _ b HL1 J om N8 P.v.C. LETTERN (1/16 CND n 1 = r [ — — — — — — — — , ©- g�� /��/R� p. y�■� BACK) BY SIGN CCNTR WALL Y GL LI ® GATE, W ALL ,P P 4z.‘ - SV W :6W`■/ Aa IK , 8' x 8' HCUSR4G M COUNT AND a � , STO ® �® B FOR I GAS AND 'OT' �J BACICSP; U4' CLEAR S AFETY , W4 D / // ALL SURF J BELOW C LAMINATE GLA88 .G. � V lJ lJ - BY FIXTURE CONTR 11011111M11111111,1 - .�,II ®... q , II ( BULLION SHAPED EDGE �' 1 — 0 AT COVER CF SILL r' SIMILAR ® JACK II ALL SURFACES I I II Q P PANEL - rs F(� 5 REVEALS I/4' X V8' DEEP 31 r e p ® I T' -3 VT•' ® PHONE - 1111\,1 M 1 �_ /��t� \ PANTED REVEAL - *DRAWERS :p• 11 U4• X V8' DEEP r / _ Ai PAMTEDREVEAL 4 t ilIMEMIMMIMMM i ,— EMI I 11'-6 3/8' LEDGE t !E!° PANELS YL4LL - COINER • 1 I' -9 5/8' 3' -T V4 9 {' I, 3'4 3/4• I ® _ _ 11 ® ® I , ,4 • TRIM t9' -9' 4' 2 V4'. TIM T (3) ECIIAL PAI 0S ELB TO TOTAL '-3 1/2 4• T• TRIM 4t. ELEV. CN S 'PS RETURNS AT 45• T'-6 5/8' - ELEVAT o II (3)-T VT' DIA. HOLES N 0 - COiNTER FOR ELE 8 Il ® OVER FRAhED DRtiDRYWALL PARTITION BY GC. C IF — _ EBCUTGHEON - ® FRONT REPAIR WALL ELEVATIONS 1/2 " =1' -0' 0 0 ELEVATION 1/2 " =1' -0' ® 0 p b ® i DETAIL 1/2' -1' -0' ® IMPORTANT CONTRACTOR NOTE ' ".-5" p I it I T,,O. ®5 . (,,.) '( ABUR SALES DESK FIXTURE SHEETS Fl -FI5 CONTAIN I To BAD OF PAZT/4G • . \ ' IMPORTANT INFORMATION TO ALL TRADES `\ dl — — C. — — II M REPAIR REP C INCLUDING GENERAL CONSTRUCTION, ' . 1 +_ . • b va^ FROSTED SAFETY LAMINATE EL EGTRICAL;'MECHANICAL AND PLUMBING B• x 3/ _ • GARB 9 45• 11 ` II AND FEAOER FOR /�� 8 GLASS WITH POLISHED EDGES nM. 9' X 9' OPENING , ` DESIGN THE. G.C. MUST MAKE HIS SUB • �� ,, / II II ®. 1142. (CASED HOLES N ti6} 0 ' SET M SATIN BRASS CHANNEL AT SIDE FOR ELECT. CCM4EQICN - CONTRACTOR'S AWARE OF THESE DRAWINGS • P / II ' COUNTER FOR ELECT. - FORD1� t �� , ► �) w/ TO OVOID CONFLICTS AND MISTAKES. 3 ® P } 6. - ESCUTC COVERS: a ' ACCESS z., _ _ I - �, v • ♦ - �' 4 65/6'® 1'-O': ... 3' -9' j�ti� L�: 2. :p 4 VI' 83/4• 10• 8' TYP. 4 V4• TYP. / COMPUTER DESK AT T' -l' AFF. `r e 101 II BAGS I BALES IOI=CI i 7 M ' t r _ . . , I —® © O� _ \ t I D �_ ` [ I I I —o_ oo a ADJUSTABLE 3/4• / ` A . k i M i J TA ~ �-- 1 / \ " ETCH B SHAPE TO k — GE I' 2 y oo PLYWOOD SHELVES V W1TN BI COWTER AT AFF. ' _ - SEE SHEET fn "' o I TRASH I / Y ♦ PMEL UP TO 36. L2 /\i /\? - cattli : ._ ,,, , ADJUSTABLE ,\ . J / 38' X 5' X VV4 WHITE STRAIGHT 1 1 • ` � / CUT 'coRIM4' TOPS SUPPLED BY FG. ' Y I_ "v �/ .FIELD ROUTED BY G.C TO MATCH _ / Q,GRA VER / ' ♦ 3'.p. I . A` N O O F A DESS \ / .„, , 1 . ,, , 4' 3' -I• i T'-5 314' I /3 I' -9' 33R' 1 3/P T'-0 91 3;�{' T' -9 V2• 1 /P � CURVE _ SUPPLED T P BY (TYP CF K 5) \ \ /� T i a �I{ 8'-0 I/2. NOTE, ALL BACK SURFACES BELOW NOTE, OUTLETS 70 BE FLEX CNANIELED ALONG BACK ill Q ; \ � . � /• w /'v COINER TO BE PLASTIC LAMINATE L� SIDE OF DESK INTERIOR FOR FINAL CONNECTION BY EL. M ®. 'l�k � ` �/ , \ \. �. WALL AT T' - 0• A FF. ���e,II - � FRON ELE VATION 3/4' -l' -0' ® BACK EL EVATION 3/4' -1' -0' (5)REPAI - ` , ,� LI I g „..... ...; - V4� M.ASCNITE DIVIDERS M , I ® SI LL BY FL... _ . _Ti3LN[ / / \ � ( I \ - I ' vrs a `§ S Y l R a- 3' V4 PARTICLE BOARD BOX ..r 3 V <• 4 I'-0' Q I --._. - . WITH UNITE MELAMINE FINISH , ,I GL. GLAZING IS FLUSH WITH - ■ _ / /.. \ \ v ® ` . ' 1 `- ,`, I D RT WALL ON SI NK SIDE ® — - s / / - . _ 1 1 i � rI ( • , 611( BY GL. IN _ �., • 1 �� LA7E RA- FILE 9 / � ` ` F.C. COt/itER 1 ` ■ ! M - BACKSPLasH P ANEL a I CABIEi BY s� �� Lt ■ "x a / , I r 0 I AT SINC B Y FL. I x I y p Q .,� O LAY-IN CLG. Ar.11' -0' AFF. - / . 1 , I I \ .. '-- ' /)' AA °��' P ( OF R r1 I - 3 . I D ET ON SHT.'F2 r � ''= S �('/ ON EACH 81DEJ �• 1 . _ _ . JJJ��� _ CA AI REPAIR ENVELOPE BOX PI. IS VT• X Vt Ys SECTION A 1 ♦ I � •, -�- FL. -® 1 ISOMETRIC DETAIL (2 PAIR REQ.) I a4 F, SHELF e a Ill I 1 P TE T I.\ 1 1 1/2"-1P-0" . $ 2 I ' LNEOF FMIHDOD / ' ' - - � ��� NOTE: DRAILER9 TO HAVE Q / i/4` FROSTED SAFE i. - ABOVE BY G.C. '",,�' . 3/45 3 VT BLOCKNG BY - T / = w D.C. AT PERIMIER OF 3, T0• SLIDE. (T ) DRAWERS TO LAMINATE GLASS WITH J .n ° / } GLAIR,* - PAIR EDGE HAVE BEST' LOCK +REPAIR " ® POLISHED EDGES SET IN / t • � • :. • c t74V£LOPE BOX IJSERTB SATN BRASS CHMIELV X 1 19. X 6]5'H. p SED PLATFORM / f 9 � ` a � I s OPEN A4 LONG.81DE8 l 44 LED GE BY RC C v . I IT I 4 15%1 (R49H4PED II V4. 3/4• 1'-0' 4 1 13RAOKET CoVER it -`2. '� - - - - s I �:. B -,. -• : ;i r �r ;. • PMELNG'BYfL:O S ® — - ,...., ..--,-,,,,-. .. , ,,Illipj 2 ;, i . . S D R A LLERB \ rZ _ �.f . . ol- ���i6ib- ����ifi�i���:9i�' - - v8 "` GAB AND. AIR LIES I TT' SLIDE 1 — — — — — — — — i tr rn. e M UMY-L PY YsG' •BEE . I v .. n 'I ®_I' ? � c:r, F o ?� •.., OR ..A19FORDETAILS Q _ !� r S ( I I Of T .i : i ; }o ® /I� CI R 9 WI� I E ®e DI O . , . � ►I �:r 4 4 d1 -11 .r 1iAS• - - . TIM - . r- e 3• .nmM p' -4• . y . 1/4' X u6 DEEP ( <� < ,, L6 I JUN 1 4: 2 ,. I IIII y ;v PANTED REVE:4L AV - "F . 3 •'X4• C UT OUT 3i. I -8' 1 V 4° X ' V8° DEEP 3 - 9' V8''RA18ED CAMEIi AT 3'-5' AFR' ) ,� rvJ (cD •,..,. :...,,., - F ORELECT. ACCESS. PAINTED REVEAL 10'-0 V4•. - BU ILDING Gt�113tC1� . BE SECTION E ® SECTION SECTION G CTON :,' _',I .., 1'e r " •: '_ " FI "= r- " FI " ■, r_ : " • I_ • ;3/4 1 0 3/4 1 0 3/4 1 ® 314 1 0 ENLARGED REPAIR `SHO PLAN 1/2 =1 0 , ,_, : _____] I - 3/4' LINE OF TOP ABOVE I ',/ i 3/ An 3(4' FINISH SCHEDULE 1 REPAIR SHOP EQUIPMENT LEGEND) I mo— 1/4" COMPRESSED AIR LINE N WALL / .00eE JoNr A. KERR «399 BURNOUT FURNACE I20v, 142x, 50/6014Z AFF. �- Q' X � - I ( O -- — — — — LI PLASTIC LAMINATE, WiLBGNAR(' 990 -60, LLHRE, MATTE FINISH B. NEY PROGRAMMABLE CONTROLLER I20V, 6A, 50/604Z _ � � / _ _ _ C DELUXE VACUIrIC ELECTR CASTING MA 2 MODEL 7@0, bA 6014Z U 3' FLUOR AND 4' FLUOR FIXTURE T T OBE�P M1E� OD - O PLASTIC LAMINATE NEVA AR' ARP 8.9 - 5T, ANTICIB WareE, TExTURED D. KERR.sUITOMATIC ELE MELT 120V, 62A • ABOVE AND BELOW caBCABINET, I P 3 - .14.' I I - : E DELUXE VULCANIZER 120V, .6A, 660W - - - I HARDWIRED END TO END - . .i 4\k III ® v' BASE: 'ARMSTRONG' .1I MID GRAY F. 1 - IER-IES COUNTER MODEL. ENGR.4VOGRAPW , / , / UUU 000 / ® PANT: 'PRATT I LAMBERP'nQ, IVORY MIST, SEMI - GLOSS G. KERR PRO JECTOR 120V, 42A / / I H. GESSWEN G - 260 STEAMER 120V, 125A, 1500W 50/5014Z EM717 ( �' ® PANT: SHERWIN WILLIAMS...8W - 1340 •UHCGE CREA SEMI - GLO S S I. DUST COLLECTOR MODEL .11, 3/414P, 115V,.32A IPH, 60142 _ (R EPAIR SHOP WM1S ONLY) J. GESSWEN/BALDOR MOTOR 49 I/2HP, 3450RPM, 1101/, IP14, 60142 ' i I �' +l' NOTE A LL DRAILER..AND CABINET NTERIORS TO HAVE 111417E FELAMRE SPLIT LAPPING MACHINE 1 16, 115Y, 62A,.60142 _ io LL SWTCNES FOR G.C. t0 PROVIDE A 4• DIA ID Ii� - HooD FAN AND � FETAL DUCT AND FLANGE -.• ■ I ` * M. ELECTROPLATER 115v 2.25A SOR VlHP,115V, IPH, bONZ � �� ;.. oi F NISN AND ALL HARDWARE TO NAVE BATH BRASS FINISH - FLUOR FIXT. ELECTRO PLATR�IC. GABREi O - . \ / N CABI ETS I I EXHAUST FAN N HOOD / x INSIDE RING ENGRAVER � _ .,.Z - C /1, _ � r - – – – x 625 mo. in / '` HO OATH BLOTTED ESCUTCHEON P. ULTRASON G CLEANER4 II0Y 125W 50/60142, GFJ. 0 < v PLATE FOR ELEG'TRICAL ACCESS R JEWELERS HOOD WITH LK,HTS 120V ran g 1' 6th . CONTINUOUS PLUC�'TOLD I I I ® r _ r'i I - — — / 1 PLaTFaaT ro I �? N Banc of CARNET T C AVA LLN MODEL F -100 WIRE MIL _ - • ", ABOVE 1 BACK&PLa&Hl r m 1 ' I RECESS B ` `.. oZ, 2 , - ALL SURFACES OF CABINET ii — ''rr f I A�Nm sEr 'a' 1 ., � INSIDE a� cut LI u. SAD BLASTER w r. I r.1 I .. i 1 9" I I — — — — Z If — '4 , S K KAGAN,UIEDDMG RNG SIZER - I I ' I 3/4 VF WOIRBE I G I 1 E o ; ® J I L <A INDICATES REMOTE LOCATION 1N CLOSET BEHIND TOILET ROOMS I 2854 i ueuwA iiiiii yan 1 Q x Q 1 _ ISOMETRIC PLAN ,. - - _ _ _ ; PART - 2 S F 11 42%1 2 L Dmu c"r'� -4-mGE . , - -� 'n EXHAUST 14000 Dim ,. ' . - - � - / _ - 74 \ COLLECTOR In P. FLANGE AND DUCT BY G.C.) li. D�T(TYPJ DETAILS OF CORNER ��� _ 0 � - - - - W CABINET (no scale) I., ; 4 , ,l L! 94CICSPLASH AND Co{NTER (Tyr) — AB DRALLER&O — I ® NOTE: RETURN VINYL BASE N ON SIDES 4• - fI I► .4 A D T SIDES ELEVATION 1 /2' =1 NING ' -0• AND CONTRAJE ALONG BACK WALL AT RATH PULL KNOBS. O PES IN BASE OF CABINETS (TYPJ - ® _ _ i II ELECTROPLATING 6 LI MITERED ANIC SILL RETURNED TRFI SECURITY CENTERLINE GRILLE 14PF0111 � �-�� -� 3' - @'AFF.. - - s2t9 „ ti REFER TO DETAILS CN SHEET f9 ' CABINET 1 - - .. FLUOR FIXTURES MT"D. I TOP AND BOJ SIDE& cc \ : A B O VE AND BELOW $ . - ' - SILL/ BACKSPLA&H ® d• ,. 8' - we. CABINET Asow CABNEr - STATE � N Ta .. DUPLEX H / - RECEPTACLES TO BE ' - ' ® G E RUST HOOD MdNTED % BACiCSPLASH / ' I , / � as I II d O O - Y TO BE ff SILL • r / t� ! ' — iu�i / L I I C — i — —� - I Y ��� I / II u I IQ• DIa HOLES Rv I / !flip e / COwrER FOR ELECT.., Q �" I i \. .. . . �_���� .. , .�.� , / ACCESS u u (1YP. OF I) - d ., A - i fA • \ ������ $ ....... / �� , i � 1 'Cq'1WTER &C AT 91,. AF . in - -- _ c \ ' � / � LJ .. NOTE - TO � - - - — — �O Q / ..REFER -. MEET CI c m r : i r P � Y / FCR DETAILS OF CCOMPUTER / DESK NJ BA ES DESK r r 0 . 1 I T / ! / I (ON OTHER SIDE OF:WALL '" M / SILL NOUN O I K I R I - I R I - ABOVE MUST ALIGN WITH THE ' I NOT SHOW , 'r ' Ku I ��...� _:�II�: -:nom:: irru room= Y ADJACENT BACKSPLASH / / i ,• momiliff „ le \ _� - - - _ � I - - _ .... _ /4.-■ '�, I „' ® . 0: NOTE: REF TO SHEE • _: ._._..._..; - -- - — Q SECTION 2• �y , _ 0 , 'Fl FOR D ETA ILS OF l I I 1 0). (o I ° SAFE UNDER 1 / - - - �; II i l i \ GWN.'rER as Y I I REPA DESK :GR4 G 4 r I I. • .40 in . / I SELEB _ _ _ - . - 9 suPPLED NY I I I 0 . .... _ 1 , , , 1 n, I r ini I ! 61ERL NYs' re4nx I _ 1 CAS m i / ® G f 1 Q • - / ` �. I �- 9.UORF IX111RES . NTTT3. - :, w w~ i OPEN 1 OPEN I I - R3 IR” X 23 I/1” OFENMG M 4/-4). CZ) T OP DRALLE AND ' EC. TO FIELD CUT AND 12/STALL - / / / \ \ I I 1 ]4D TO .END ABOVE p ■ 2 VI DIA HOLES IN I \ Ji - III 1 1 STb BELOW caster V/ COUNTER WITH FIXED REPFORCED ® '/ (2 ) LATERAL FILES WITH MATCHING TRIM ARO ND TOP A CCESS ( F O R ELE2CT l l I / / \ ry Q Q . EII F- -:0 V ,. SHELF BELOW AT I8' Q' OPENRJG VERIFY CLEARANCE FOR 'BEST' LOCKS MD SIDES OF SAFE AFTER ITS / v b N VERT. PARTITION DUST COLLECTOR DUCT INSTALLATION 1 ` � I 1 - , � © F.G. MUST GUT OPENINGS IN COUNTER r o' 1/A%% 4 �� \ O \/ a) Y Icy ELEVATION 1/2• =1' -O. AS NECESSARY FOR CONNECTIONS TO DUST COLLECTOR UNiT Cr) BELOW. «, Ci 1 �, LATERA FILE ® ^� �' TO A I U b , ' al Q I CANt �Ei DY ®/ I ,/ p ELECTROPLATING l y / I tODE AIL al THIS ' II O ® i / 1'1 `� I n B T T ... 1 I. FLUOR FIXTURES \ \ \\ GIG. TO PROVIDE A 4" DIA R)GID \ '2 A BOVE AN PLAT \\ METAL DUCT FROM ELECTRIC- - ` 4' FLUOR ABOVE AND 3' FLUOR FIXTURE / III B ELAU CABPLATS.* GANNET TO EXHAUST FAN M r - BELOW CARNET, HA RDWIRED AS SHOW / III n M � _ _ \� L I I N HOOD MI // / � ' $ L C D J G G. T O SUPPLY !INSTALL / �' 4. - GLAZRY.a'S1 . • G . CL AR TEMP W+E�ER' U I. M - / ' :. FNISH \ TH PERT - r / TRIFAB It 400 FRAMING I . .. - (2) LATERAL FILE I LINE CF FAN / - } / 2'-6 (VERIFY) t 1 COUNTER C' 'r TO SNT. - / UG-- 949833 CO WlITE DRALLERS BY FL. HOOD ABOVE/ _ 1 RETURN SIDE, 1 /S" , / / , UNDER COWTER - BY GL, i SHELF AT 28FAFF. _ �+ \ / //� 111 r — � 1 _ _ at GC. T O INSTALL PAPER ALL PIP B Y/ _ _ \ _ . i � ' II R R I ,t l u�nw x n•D x 6n�t'' ' HANDICAP /Y'cESBABLE CABINET / DIBPENSERS�oN WALL iIGNT TO L 7 II 'B BY II U V - - J I I. I I j K S . % : RA ISED F 'LAIF OF 3' I _ : AT 46" AFF. PER ANSI 42.62 \ ,,_ / I I 11 I •• L L� J OPEN: LONGSIDEB i k aft ALL D i = ■ ®�°1 ® ® �� ' � ' � � � �����ff� – – – _ TRIM • \ 'i \ ^ e . ! si � - =1' _. .SAfEUNIDER -� �. f' 1 f4�ONEJAdc - '1 F i _- = - -�� , ® � ALL SURF/ACES BELOW R ... .r, k , \ e I I CO UNTER A / S / / \ / I mo. I � l COWTER (TYPJ t FER SILL I 4 •!� — L OUVE RED DOOR& FOR I r^ - ''Z I SELECTED NY I I LATERAL I � O eUPPORT 9 -' _ \ • 'STERLING` \ I FILE GAR I BRACKE . ::, . v� AIR CIRCULATION TO B R SILL - - TUKY4 LA l_.I� a �: I I I BY TENANT I -- Mr D, TO WALL eTEER /�I ��:: AM wlr F2 . GM OF ' F .__..... RPrf.J =ED — I - - o� RECESSED BABE I1 R C EI a ' �- � - , L + I JUN 14. M32 C F Eo n ® - . RENTOVABLE BABE OPEN TO FLOOR BENND ' FOR BASE BENRJD DOOR 19/3• - TM r-8' U =DW TRIM OpENWO 3• VI, I y(-;;+ RS r b i cu 2 a - . 3-0• 9 2 3 -3" ; VERTICAL PARTITION FOR DOOR ATTACHMENT F 0T CORD CF FOOT PEDAL ,. -• -- (02 NOTE: F.G. TO COORDINATE WORK WItN GC 6 J1LL�SNG D1ViSiON R m, c W/ OPENNG NEAR WALL FOR STEAMER PIPING FS-4 T/8• RAISED =taw AT 3' APR ` E LEVATION 1/2 - l ' - 0 • ELEVATION 1/2 ''1 ' - 0 • TO F I E LD CUT OPENINGS N c JIBE VD'-0 V4. ® ®� ..► e ® i o _ e ` ENLARGED REPAIR:. SHO AND EQUIPMENT PLAN 1/2 ; .1 -0' ., F 2 • I i r —qiiiiiii B.AS„E ,ez = i piii ovElala•1G of � I II CASE ABO e q i I a I Y ��, _ B FACE I v \ _ / / UV ARIENFS FOR CONDIMENTS W/ I 1/212 CORNER SINK —LOCATION OF CAPFUOMO MACHINE L4 ...... - — ESCUTCHEON PLATE OVER 2 I/2 DLL HOLE - " ® LEG " � �, a2. CUT NOTCH N YEROCAL DIVIDER N NOT WATER TAP FOR ELECTRICAL ACCESS (TYP. OF 7) .r :... _ TO ALLOW FOR R ECESSED GWUStER. (SEE SFECPICATION BOOK) . x OF - - 'Flit • ® — — I � �� �y r �i G PLAN 1 " -l' -0" h� I III �� r Q SECTION p SECTION I t II�1I I I I III , Xr 1 1/2 " =1' -0" ®1 1/2 " =1' -0" Ld – Ld II I III Ld L6 '.t I I - J, - �- - ii I 2860" EIlCtD AVENUE C) VA. DEEP IC I III • CLEVELAND, 0�0 EXTERIOR SURFACES —� , 3'33/4• PAINTED UB) AL !• _ TO VENEER FINISH I\ d ° '-4 3/4 +A'. • r - V4' 4' r - _ • - PHONE, fit= FAL ! 31 {' 4 , • - TO FIT WITHIN IC -T v8 DRriNLL /3080I0N (F ELD Apart) ,, r t- i - -\ a I - ` 0 ■ I , i 41 i � ,�' ;, -,' _ _ \ 1 _ •:. – NOTE : F.C. TO FIELD CUT HOLES ® I� M ® r ` –,\ 3/4• t� WATER LINES, DRAINS - �� CABINET FOR AND OUTLETS PER G.C. INSTRUCTION. ®PLAN 1 1 –Oe \ . 'LA \ /^ // \ / —• ar < - - k, . 5114 ' j 9 1 �+� Y3.OPENNG 0 ELEV. 1 " -1' -0• �` Izr STATE OF •VASIIYiGTON � COFFEE AREA / i � INTERIOR suRFACE / ` \` i /6 TO HAVE PLASTIC J� �( r °'/�� / LAMINATE FINISH L 3 / \ DETAILS I L V ET T CFED LETTERRYa ON Y 3'-®' RADIUS CU D SP R 9 . . . 1 - i' 1 •" S l'� SPRANG HINGED DOOR - - Q .. - 1 / - V7• TH. TEMPERED < f �- i \ • \ y \ GLASS 9-ELVES (TT ) >� : - L d _ - L 4.. 8 . C 3 � � � DASHEDLMESMDICATE ® FINISH SCHEDULE n S ® V 2 'BULLION' LEG CN 4 ,, 1 '� ,- T / r RECESSED BASE ® L3 PLASTID LAMINATE NEVAMAR' ARP 111-2-1T, OCHRE TEMPERA, TEXTURED 4� P_L J J I I I - • ) I I - < 3 ► ' A 1 I Tn I L_ - `� I + a ,•'' \ / \ / L4 WOOD GRAM LAMINATE: 'FORMICA" •A1T1A'C WITH LUSTER FINISH.. - r - - - - - ® G• LOCATION OF LIGHT S 9 _ L6 PANT (REVEALS AT LAMNATE} T•ENIAMM MOORE' •1104, LIGHT BROLLN FLAT a 0 �� I -......4.-- 0 1 --1-..-- --1-..-- 1 �--{- U *a ` 1. FIXTURES (b EA BAY -TYPJ - r ® GILT PAINT: 1ATTHEWS' ACRYLIC PANT •46- 400,'BRILLIANT GOLD I -, Ld I I / 1 _ I I I I r c� / �� FRONT POST RETURN TO HAYS I H i��. i • \ LLIOOD VENEER FINISH (T L4 O VINYL WALLCOVERMG: 'JM LYNNE' IEUTONES SP -Mll45, 'HAITIAN COTTON I < /- -1-- J L J (+ L_i SUPPLED AND INSTALLED BY G.G. ' \ S NOTE: UOSED CARN R\ ET INTERIORS TO HAVE WHITE MELAMNE FINISH. i I FO N BA Alk PLAN 1 " =1'-0" .� et ' � el cp= iii 3 '® In= �V /�1 mil/ • - i , ORECESSED �M AGNETK: CATCH R'xMl OPEN ' PNG CK R • B/4' TF L 9LID9VG DOOR DEcoR4TIVE _ � V Ld BASE qr H INGE D DOOR � • ELEGT RIGAL A C C ESS CT . CF 2) PANELS N METAL LE ( i7PJ D A! REMOTE TRANSFORMER FO 3/4• 101R• 3/4• (TYP. AT EACH BAY) ® • 3' -I V8 Y -10 3 /4• MEMO I. D. HOLES AT 8' 0G. ALONG - 0 >1 • — LENGTH TI REMOVABLE ■ PANEL ® ELEVATION 1'-1'-0' - - / ~ --- _ FOR VENTILATION — a I L 4 9 (BEYOND) V4'VB. O i • FOR C a _ - — -�� I' PAINTED X REVEAL L6 il < a V it 3 SEE LIGHT FIXTURE SWF-DI LE NSTANT HOT WATER TAP S (SEE SPE S Ht !AI1 ) i OND E PIENTS SIDE OF SINK d .. ABLENSE'RT SPLASFIPANELAT .EACH VIII • 3(4• k I' -9 3/4• o I t • /SEE SF' ECPICA 8C Q ' I o O o I o — e INTERIOR BURFACEB L3 = - - - -- - - - -- S . S � 'II _ �IE a OOHS < . a e e I l' I S I � o o 1fP I — V _, a WOOD VENEER c I • e FRONT POST TO HAVE Ld I I I _ _ ' I � ' ER FINISH O ' • • Y - --- • '� - UV PLYWOOD - I , 3/4• PLYWOOD / ® i o - A - A ST A BLE SF EL I _ A - ADJUSTABLE SHELF A < 1 1 rA III " 1 ►1j d < 11 e� , — FINISH EXTERIOR O _� - #' - ` - - BACK AND SIDES Ld -- TO E HA VENEER FINISH RI ACE BASE 41F) 414) "` RAT L4 st ..,,,,TNE ® ®L cOI t I J VE - .— Ld LEG (tY SECTI 1 " =1' -0 SECTI 1'-'1' ® .SECTION 1 -1 -0 . ur - - - -- - DECGRATI .E LEG ® _ _ . .® • 1 • .l 1 I .N .- ` 4• a kr _ 4. \ RECESSED BASE C)------ --------r--r- 4 • ® ?(p? _ - < R = t SECTIONS 1• -1' -0° a ELEVATION 1 "- 1' -0 ® F � NEP NOTE: CASINET INTERIOR TO HAVE WHITE MELAMINE FINISH. NOTE: ALL HARDWARE TO WAVE SATIN I5R FINISH. P 1 �E , W - All U ZV ^ G. C F T 'r;wu iiu IE7 2 JEWELi Y SOX DISFL4NI UNIT DETAILS COF F EE 154IR UNIT E 5 � ' �� I a tifi,DiNG D,;13 F 3 .... . ... , , OPENNG M BACK PANEL ... V e. L4 I ' I/! LIP AR OUm R'eCE55 - CELING LRE. T.O CATCH TELEVISION BASE At FRONT / LAY-IN CEILING AT W -0' APE .. - -� FINISH SCHEDULE f/ / r- 1-0• J. L2 PLASTIC LAMINATE: ' EVAMbAR' ARP S -1 -ST, ANTIQUE WHITE, TEXTURED 1 -� D I _ • ® GREEN WOOD GRAM LAMINATE: 'INTERNATIONAL O I � �• © WOOD GRAM LATINATE: 'PORTION' •A2T2R'O WITH LUSTER FINISH. T R NATIONAL PAPER' 4ND -32611 HIGH LUSTER III z I I , I I • g• PAINT: (TO MATCH GREEN LATINATE) 'BENJAMIN MOORE' 416, GREEN, SATIN 'il - cuRVED FACE ON cOU.PN CAPITAL- { .. 1f�•��yC7� ' I "UIpOD VET. ERFNBFN� JE [fl CEN I I \� I I i° ® GILT PA M ATTHEWS' ACRYLIC PAINT 46 -400, BRILLIANT GOLD : - I. RETURN ON U IDE -!- \ \ I 0 C GUARD: 'IPG' 3/4' X 3/4' X INC TH. V INYL TAPE ON TYPE, BEIGE 1 __ -_ - P te® ^ i ® ®� � pp - , J I ' _ I • O SUPPLIED LCa R NNT AND INSTALL ED O NNI45, HAITIAN COTTON - • ON CURVED SOFFR ��. Y-!r pp � la I ,(L WI VINYL WALLCOvERNG: MULTI -COLOR PATTERN AS SELECTED FOR PLAY AREA - 1 V2• - - - RETURN CN UNDERSIDE NIL \ \` /';' NOTE: ALL UNEXPOSED CAERE"( INTERIORS TO HAVE W4ITE MELAMINE FINISH. • TO 2'-4 V!• M aye NOTE: ALL HARDWARE TO HAVE SATIN BRASS FNISH. 5'i" � E CUT HOLES IN UNDERSIDE ' AREA OF SI-ELATE WITHIN CABINET ' OF SOFFT S FO (3 LIG HT ® 3/4• P.S 4'- Y-b• ,'a(4' HXTURE - REFER TO ELECL - _ e,lli\ EYE BOLTS SECURED R BLOCKING BELOW FOR SEC URA DRAWINGS FOR TYPE , I,: SEGYs - Ty. STRAP (T1 P. aF 2) NOTE: WOOD SOFFIT IS SECURED . INTO PLACE BY ATTACHING SIDES TO ADJACENT COLU'M CAPITALS - , - ® 0 PLAN 1 " -1' -0" – SECTION 1'-'1•-0' TELEVISION BY 'STERLING' I - - - / -. I - g FtfICALERTB ®:_ I _ - AND ADJACENT WALL PANELS I I/2' LIP WTH 1' WIDE SOLID / / / + ~ ON VERTICAL optioNE:2845eIRETNAR:ocuesiA,Trit: FRONT AROUND RECESS TO CATCH L / '` FRONT OF TELEVISION BASE / / S 6. / Si �� a\ WOOD FIN*" FIN*" r- - I EYE BOLTS SECURED 11-1R1 Il100D \ ONG'. DIA VENEER F COLU'N ® 0 Q BLOCKING BELOW FOR SECURING r -1 '' d' �,,,_ I 11 1 T.V. WITH STRAP (TYP. of 2 : i I \ I CUT NOTCH M SIDE PANEL FOR ACCESS ��_� 4 I \ - I TO CUTLET N WALL AT 5' -0• APR L I . \ - I 2' -0• WIDE X 4' -S' HIGH X 3/4' TH. DOOR LOCK Wf - CONCEALED HINGES, TOUCH LATCH AND A ES � 2 ;,,,,,,,..,:>,_ 'BT' Yi• Y-6' y" - \ I Eq. 2'- 0• DOOR\ ,� 314 N -1 V!• ,� 3/4• � I i ` r 0 X4' -8 H n a I WIDE IGiN OPENING N BACK PANEL ,--. - - -- ` -- Q _ /� �n A 'BEST' i• I / `- -' ! v W m ,o LOCK I - t 4. / - P DE (4) REMOVABLE, ADJUSTABLE - sib LLbOD E 4 f �_ aN coL w PEDESraLER FINISH � . I CABINET INTEROR TO HAVE • - WIITE MELAMINE FNISH - 1 NO TE: COLUMN BASE AND CAPITAL TO Q / BE FASTENED TO ADJACENT WALL lT7PJ ✓ FLOOR LRE II m / NOTE: REFER TO SNT. c'S L3 / I FOR ADJACENT PANELED 0 E' "- 1 _ " L I 4• HIGH HARDWOOD BASE WALL DETAILS EVATION 1 1 0 m- I I r I STAINED TO MATCH VENEER'/ -, ® - INVG - I h it I �! In A a c o ci) CENTERLiMEB FOR IJKFNT HXtURE HOLES W VElJEER FINISH . m ELEVATION 1 " =1' -0" m SECTION 1 " -1' -0• ®ON OOD COLIMN PE - t ` }� J� ® WOOD VENEER FINISH / ® . � , T 1 . If . / lC . UNIT �./ E T A I L S - Z AZTOE O FASTENED TO ADJACENT WALL (TYP.) W2 WRAP OVER END OF WALL- WRAP OVER END OF WALL PRIOR , - i P -10' I g• Ito• 4• PRIOR TO NSTALLRNG C)---\ - V7 TO NSTALLNGPANELS (TYP.) V{ j PANELS (TYP) I • / / � I' 6 V4' 4 S _ _ L ' \ '1" 'MM. 4 UIRMVOSIIONS " \ \\-■ imm ,411 - 11171 ..... ,. , ,____ \ I , _ (7 _ Aii \ if! mmoridup) 1 :.t. ` N. OPEN + - - -- a ` ® VENEER FINISH CH \ 7 - � i ) NV 1 i. ...._, --__--- c)-- — 1 1 i C - z O ' m 4 VERL TRIM BOARD END \ :. � ,' \ S S -. _- -. a PANEL oN ADJACENT WALL AoJACENTuwLL O GI � � �� " - , 4 �: GI / , 0 11 \ \ - I Y j. ADJUSTABLE S r s• - �. 6' • V W OOD VENEER FINISH • ..� o ' - 6I-ELF I ON VERTICAL TRM BOARD, s. r it r r i + ® \ \ / / i i n i' -I V2• MELD VERIFY FN WALL TO uw.L DP Blow t 1 .. 6 . X6', ® . \ / FOR ELECT. , 1 AIM E GIP( OF TU { ?La Y4 _ .L AN �UI<, , 4 A R F, 14, E . i l PLAN 1 1 0 9 ELEVATION 1 1 0 m ELEVATION 1 -1 —0 SECTION 1•- 1' -0� ` `�'" COLUMN ARCH DETA I1._S s NFNTEN�O STAND DETAILS . A F 4 , All ,, 1111Pr raNis F DRYIUA1. TRIM CEILING _ Fb WRIG AWAY FROM O I ' -A' AFF ® b rt u' LAY-M C EILING - CaNCOG Y p j r10F dtl{4YAA�.f'1PA1F.L CEILCEILING E PNEL A8 EO'D. O E AT 10 , g PPRE. AT ll' AFF: I AGI�ATE Pb AT 11' -0' AfF. SFIlfTER SLOT_ S, .. MITERED IEAD-:R PANEL S - - - I - s 9 - _ . ® 814ITTER ISOMET $ - STOP CEA.WL IRA7 1 (. ( ` FLI18H LATH @D CAP SIDE PANELS T) BE FLUSH UITH . I ; i C PLAS TE. - GLAZING P • L9 TO ON 91DE FACE OF 9WITER GUIDE \ ( _— FRAMING • PEXT PANEL , I : V �� �: I 4.") g p e 7 Zoi u p � k 7 C + Q AND PRN•II ? : ri d _ ' a . : . ILA PE TER IM Y. GG. - CN - 'ANEL EDGES 1 �' I . - _ � s. .. �a A 1�� 2S 11 AIR _ ° \\ I 4141. a p i .r3� t �� , , l u o T e€T E me ry 5 - .. -- PANEL WITH TH _ , 2S ' CZ) REVEALS a / ' • (TYP. OF 6 CN THIS wALWALL) Q ' © S _ P n i I 9 v _ + � , i Ai A A (i_ .. o °' ♦� S r , D \s : (2)REVE (SAME a ALS DETAIL :_v V ' ' i a ' ' ' �, M � S o S g '. ♦ eovE) M T ♦ 1 it M w it ♦ Fb '4 - I ALIGN VERT. TRIM <---- 1 - \ t3' -s 3/4 UPPED SILL 3 �9 REC,ISTERErJ , K .i. _ -11121 EASE L BASE L BASE W/ BOT OF 3A1' 3' - 9 9/4'. PANEL tl' -2 V4': 4 TRM T - 5 (7..... ' Sl (T P) - v DETA _ Fb DETAIL DE TAIL /M I (TYPJ SILL HtCFC, t3 -5.3/4 PANEL (3) EQUAL PANELS TO TOTAL t8'-S V!' N 4' -01U PANEL PANELMG AT TO _ ♦ 11iM y 2 -2 v2' 2' -2 VT 6 V8' 3' -, VS y 3' -T WV 6 T/S` E.4. AD• 1. SIDE 4i 1�6' 3• CQRARE 45' ` sera r W -( -` r_SI ATE !>F ASFAA6(DA sr CCNTMJE PANELS -: SEE '' 4` 4'3• 4 1 - b 3/0 8'-4' .10' -8• 5' -A 3AY 9/4' 4 WV : - '�'yl REPAIR SHOP ON f - i i A;;"\, SRL •F1 t YALE 4 PANELED WALL ADJACENT ELEVATION AT REPAIR ELEVATION AT FRONT TO PLAY AREA 1/2•' • A O SHOP WALL 1/2'-'1`-0' O 1/2 '-1, -0. -1-0 1/2 s 3/S' L C. I I v2' `EDGE OF WNDOU SILL M PLAY AREA , 4• � ® E - l/S' t VT ® ... 0`_`(Q LINE OF DRYWALL WITH _� Q WRAPPED ON U14LL BEHIND TRIM /. ' .. ® 3/4' MDF. END GAP FS ! - I.. V2" MDF. REI'10VABLEFlRAFE V WALLCOVERING BELOW O FROM FLOOR CEILN �tl _ 4 3!4• MDF PsVgL L 1 1 / , � S Q - CeITERtArE OF 9FIITTER - f ! I �GLAZING �N DFRTa°9MG ,..m.1 __ ■_ • � p � _ pi -`� roP of FRa1E to wivE ur?OD ® ® _ _ I ® NOTE: END CAP ABUTTS - II II 21 ® . BACK PA EL � CAP TO PLA AR ARC SF� • � r•..l �- SLITTER GUIDE TUBE COVER EXPOSED PORTION DETAILS ON SHEET F4 - ` 41 I ii T• METAL I TM BRAA9 8PNi8H lg." � ii 3/4° MDF. END . .. - - _ OF L AND BOTTO ' 9 E CAP / r BYl" E r O ER BACK — � , 0 S m • : : : m . , a 11 P ANEL MT' O TO BAC ' a II HOLDING A b' X b' X 5 , CUT TO FORM CATCH FOR THE . II PRODUCT PHOTO . ' CLEAT ON FRAME a A V2' BACKING BOARD ON a -1 - VI . H. . - ®3/4MDF. TRIM I 111.11111 �1_ —�� a)1 IF ' BL:OCCMG • AS REQUIRED TO MOWi : A` - (� 3 t0 —J I ' ) - © I II r I SECURELY t0 WALL W . - E PR .E CTICN OF SILL , 3• - I � - (t5' WHEN RETURNNG BEHIND WALL PANEL) ® II II w ' s I /4• X v &• DEEP ® f - - II PRODUCT II E , - MOU b' X 6' PRODUCT PHOTO V '. I W t (n r VN It i4 33/4'. I _ PHOTO 11 TO V4' -TH. BACCING.PANEL FELD iV - . PAIN REVEAL 1 3/4• MDF. PANELS ? Af II I. - J =' �.� M PLACE BY METAL: ANGLES . LI TC REPLACE Q REPAIR SHOP WINDOW) L ;� 5K• . AT TOP AND BOTTOM AND BY LINE CF WOOD VEt•E•€ER EDGE CF WINDOW SILL M SALES AREA - O � 7 ( NOTE: � ' A! PA14 =LING BELOW ''t / MOWi, WITH BOTTOM OF p SHUTTER GUIDE WALL SECTIONS • - r 19RAIEAT3'- 2• AFF. ®. 3 SECTION half scale O half scale A PRODUCT PHOTO FRAME S ' `. = 3/0 ter • ' ELEVATION 1/2•-1' -0' a • ; . a I 1 -t I BLO AT TOP `l \ \ \ � L!E OF WALL WALLCO NOTE: 0 ,..., LAMINATE = ADHERED DIRECTLY TO MDF. FRAME MD TO !!i 3/4° TH. BLOCCRYa 1 1 TO NO - /14" BACXAJG PANEL LINE aF WALL - 11111 WT TO IW4LL V2' BACCK'• BOARD ON I VJ` 1H. - : • - .. SECRELY TO W A t II'sED TO MOWt 2 Vt' II , S MOUNT 'STATEMIITR' � � � _ g DAP � S MONT WITH 1' OF F RA M E AT 5' -0 " AF. �� TO REMOVABLE I/4• I ` PAINTED . REvE4 = p ;r NOTE: PROVIDE (I) SMALL MISSION STATEMENT' MASONITE P ANEL _ ,,R �� ^Z (SINS) FFRAME WITH OUTSIDE WIDTH OF I' -3 V2° - Q Q - LINE OF WALL FINISH 5 tI�II S ��- V2 MDA REMOVAB FRM£CIT APPROVED 3/ OF Ttl {6 "({IA I IEVI ��� o� . MOUNT WRH TOP OF FRAME AT 6' -0• AFF. n ® _ ^ _ � \ 4• F BACK PANEL TRM J UN } � n ^ 2 �3/4' MDRTRIM I- -- 2i SECTION eJE V4• EGI14L .3/4' ;D PANEL TO A 3/4• ® scale _ _ 5 o PANELS AS A 3/4• MDF. PANEL L AROIl'D WINDOW OU • F II I MDF REMOVABLE FRAME 4. ' X 14• - _ b 6 ' T O SECTION half scale A SECTION hat# scale � • P NOTE: ALL PANELED AREAS SHALL NAVE TIGHT EVEN JOINTS 3/4' MDF. PANELS - LUT TO �, SECTION I N MANNER triorATED - SCRIBE CAREFULLY WHERE PANELS x -_ . / I ®FI w i MD F Ow FRAME AS IQ�D. it ithi\ I� �I I, � i ` ASU TT GLAZING FRAMING AND /OR SF UTTER GUIDES. HEADER PANEL.Wna 3/S• FACE MITERED I • �, ,j1t - .half. scale. - ,• RETURN A �� DASHED LINES INDICATE OPENING FoR ® SHUTTERGUIDE -TUBE SF `Ily. -.� ,0000/ � .. FINISH SCHEDULE CONCRETE. BLOCK - 4 CENTESHUTTER CREATED BY STOPPING EDGE CF ��� \t► `� _ - F INI V H �1® � ' .' TO 3i PIECE TO HAVE REVEAL AT EACH END LAY -N G-CrWAY FROM FE.4DER F1 S ` � �'ll // �%PAMTED. A X US" REVEAL go OR ®3 /4'.HDF: PANELS �] O PLASTIC LATINATE: 1E7/AMAR • ARP S 1 3T, ANTIQUE WHITE,,TEXtIgRED. 't1 RETURN AT WINDOW OPENING t- MEET 19•!D '� Ill ``�� t l � .. � © CIOOD GRA9�! : IRi'tcA• *Aram UBTH LUSTER. FMISFL / /r.\ P LASTIC LdMINA PEARLE V4° X.VS" DEEP LAMIN : Q406 -G, GOLD LEAF. GL OSS I ' Sli ®PANTED REVEAL �I �:TRM END F HEADER PANEL TO FIT t ECES aF MITERED , I' CUT 8 U . WINDOW TO PIT ` _ ,/ . PANT (REVEALS AT LAMINATEA'BENIAMM M '9164. LIGHT BW, FLAT K.HT AT �'�1 � ND OF EHTE \ ® GILT PAIFR, � MATTFEt ACRYLIC PAINT '46 -40 DRILLIANt GOLD ,,' CUT'BACC EDGE WOOD GRAN RASE: 4•H..X 3/4 Pt. BD . BASE WTH LN'IM/lTE 4 ®SCRIBE ALL PANELS TO hEEt F UYSH ION Li TO REPLACE ® ®3/4• MDF. SILL ARD wrH FRONT LIP AS sFtoliN ` OF SILK at WINDOWS - � A R p - UIDE AND WINDOW A 8 REQ'D. `Ir HOP WINDOW) TRIM EDGE SO END PIECES FIT - SNJG - J P . ` 2 3Znn2 tI t1IA� / /t p � �'a � ` ' AT REPAIR S AGAINST WALL PANEL RETUFAdB� /� WTFIOUT ADJACENT PANT: 'MUTT /LAMBERT " 1112. 1MRY MIST, 9ET1I G L ":! ®OR C)3/4 MDF: PANEL S6,r // i, , `y Uq, PANELPIG -IE. RePAIR 1 OSS �aMir re' . t , - ® VINYL VERAYn vt LYME Narrows ve- vtive, HAI ' TIAN COTTON, z, ,I¢ 1' ' ® SFUTTER GUIDE VIBE , - SHOP AND F'L4 AREA. BIWPLIED, AND MST AI.LED ' BY GG. z r W WINDOW HEADER DETAIL ` WINDOW SILL DETAIL 0ANYLWAL,. ERN.I LT1-CaLoRPArTERN cTEDFoRPL,;YAREA_ , NOTE: SEE WINDOW OPENING SUPPL 6Y T ENANT AND NSt ALLED, BY GL ' - M. AT SHUTTER no scale AND GLAZING DETAILS ON AT SHUTTER n SHEETS °A6 AND °Al8 ;.C1Ciale NOTE.. ALLNARDWAIff :rota4VESATiNBRASaFeASH a NOTE: - , TYPICAL: OF WNDOW LATH ADJACENT WOOD PANELING - AT WINDOWS WITHOU= PANELNG N PLAY AREA NOTE: TYPICAL OF WINDOW WTH ADJAC - : .. - . Q1T WOOD PANFIMG AT WMDOIIIS WITHOUT PANELIYs � PLAY AREA at•A7 COLOP_ ,. -., ,' ., , •�.. , - •. '. ' " : AND COLOR DEPT. THE TRIM ON SALES AREA SIDE OF SFIUTTER TUBE WILL HAVE A 3° FACE (SEE DETAIL A/A5) DEPT. USE SAME SILL' WIN 3/4' BLOCKING IBJDER LI AN D AIBT7T TO VERTICAL 3` WIDE TRIM. (SEE DETAI A/f♦) ■ U .. . ' - 14241 , t . LAY -151 CEILING . SCRIBE CORNER TRIM TO FIT 3' -y AT T2' -0' AFT... \ AGANST DRYWALL SOFFIT LAN CEILNG SCRIBE PANELS AROUND ---' �.. � - — V2' • CLEAR TEMPERED - - AY - T G' -®' APP. ___/ k . . - . SOFFIT AS REC)JIRED (TYPJ $ $ _ / SCRIBE TRAM 4FN71!'!D r ® V7" X 3/4' TRM (TYPJ AT TO AN D SET IN STOP FROM DR UALL TO B 3/4• TCRIBE GORIER _ 6 q D 1 RYWALL IM AR AT TOP AND SET M 9ATN OUT FROM DRYWALL TO ALLdU TRIM AS REQUIRED DRYWALL SOFFIT — SPECIAL PANEL A0' -6' AFT. DRYWALL CEILING \ FINISH CHANNELS FOR CONTRlJA18 PAIELRYs AT 5 AFF S 0_ S W/ (2) REVEALS : A T 1 -6" AFT. \ RYW!tLL SOPFIT � SPE - � S p ... LAY -LAY-5I GEILIYs. P-2 '4 'Q V4' 3'-6' 114 - �T s \ \ BRASS F -a-- D - - AT 10'-6' AFT. IW (2) REVEALS • . :. AT 9' -6' AFT. AT 9 T'° © I .. ° � DRYWALL CEILING y _ ' -0 3/4' AFT: ye 4• V4 AVENUE '�- SPECIAL PANEL - , S e - ��{7� { UV (3) R'cvEA / .. h / / - .. - \ I� - -A �c41 FIXTURE: WALL PROJECTNG - e 'r / r _ ( \ +, _ (� �p - IN FO s _ R T COUNTER CF A ' ^ / S MALL BIQ7 3/4' MDT. PANELS - �tJ A .f� Z 1 ® F(v / ® • S \ 1 - / it , MIB 7n G/Vii/ SEE SET. CS FOR DETAILS g , 31 o STATEMENT' G®�i Cr z C D . � N • - A I / NOTE: DOOR BY GC. G FRAMED \ 9 5' I 1' - - - ' I ® - ° - ~ rersaA9!, M�: 4415 CREDFTI ERVICE I - _A �6 \ P saw. IL 1 -3 V]• I EQML ®® — -/ ddd T t pOQ 'FS FOR DETAILS a$ ` J TO I J \ / NARRATIVE , - - - C FAX. O SPECIAL PRELL SPECAL PANE I b t I v W_ ,r ^ Q _ Wi (2) REVEALS Wv (2) REVEALS w / . / I - 1 I r E \ I 1 f 4431 I , 1 I - 1--- — 5 3'4• 3/4 1 ♦ .4 1 !2' -W' 4' l ' !Y -2 4' T im 4 TT�'1 EQLIL 3/4' TR11 4 W PANEL 3/4�1R11 E AL 4 . 1 1 STOP BASE AT EACH SIDE 1,4' ! 3 '-8' P ! 3'-8' PANEL I' -9 9 • 4' TRAi 4' 71�'t 3' -4 U 4 `4 Tltly sus REGISTE • - ' 4 �{J FINISHED °FEN T* X OF CiAZNG SILL CHA Ni•EL dA - 04. FINISHED OPENNG l�3 AY' A RC4n, a� 2 ® 4 �� e e r STATE OT 4f0.Sfi1NliTOFI ' MITER 3/4' MDF:. =R I 4 3/4 • 45/4• ELEVATIONS FOR PANELING AT CURVED BACK WALL 1/2' -1' -0' - TRR,CFELDVERIFY NATE I I - CEIL FlELD HITER AND ALL ENDS CEILING TRIM AGANST GLASS CHANNELS 3/ MDT. PANEL 1111 S '" in. BAFETr LAMINATE GLASS ARO ND C� ORE < - 8 3 i PANTED TRIM BY GL . r `\ SET M SATN BRA88 fNISFED _ / s 19 � NBTAI.LNG TRIM GL. TO PRONDE 3'-0' WIDE SOLID CORE LINE OF DRYWALL —�I —`- \ LS •P 3/4' 11 Y` ` * � ��s \\ ` WALL TO ALLCWFOR PANELNG I t® ®-' ®�� C 1 V4° X V8 DEEP 4 111p WOOD DOOR AND METAL FRAME WITH ALL SECURE END CF 3/4' MDT: PANEL t0 � �� -F l :' .. / HARDWARE PER SPECIFICATIONS. WALL - ASSURE ATTACHMENT SHALL BE II V PAINTED REVEAL LAMINATE SALES .AREA SIDE AND EDGER® (A AND LAMINATE NON -SALES SIDE COVERED BY OVERLAP OF NARRATIVE w DABFED LIRE RNDIGATEB: DRYWALL ;_.. :r n PANEL CENTERED CN UALL 3 3(4 45 SO F I CORER OF WALL STARING I m • F � 1011i - Oa ® C 41 g � / of TRIMAND PANEL .. - 514M BEHIND CORNER TRW'1 TO - b��j ;.\ BRING ADJACENT PANEL FLUSH �� -• 1 3/4' X I VS' MDR TRIM .5%,..... 3/4' MDT: PAlJEL ' • I - /` / 91 • \ ® _ 0 ANGLE ` . q � •� TW'_ - 3/4' MDT. PANEL ABOVE .�- ® • /� • 1 ID' MDT. TRIM ! %� PJ�' • C�, NARRATIV£ PANEL % W (0= �� ,� \V4' X V8• DEEP ® 3/4' MDT. PANEL ®PANTED REVEAL mi.) MITER 3/4• MDT. COWE !3• 4 a) ®3/4' MDT. TRIM 4JPANTED REVEAL 3 - ®TR@'I (FlELD VE ANGLE) 3 . i . 4- ,4. .,514* .. _ 0 V4 X ' P . 3/4" MDA TRIM. .A -"A' 0 CURV WALL SECTION Pa', D U8DEE °L® I— Q CORNER /JAMB SECTION ® "F > half '.scale _ zit., m CASED OPENING SECTION MeV l O half scale half scale 0 ' Y L • u• \ / y t \ - i 4 •- i - 3/ 4 • -MDT. PANE /4 ' • . CITY O f I { CO . GEILNG LNE �_ 3/4.1 3/4• 1 --- / _ / 1 VY V!• 3/4• FOR F55314 'I - ''I` f • Q 3/4• MDF. PANEL \ � - / / \ i ,____ 3/ 4' MDT- TR 1 - �J ® ;r . 111111 �II`� 74 7g . P , .. - Mil r ® S / / / e ,��, LINE OF WALLPANELOR. / Tv cu' i- — I I/2" x 3/4' U100D TRIM I I / I. — L OF WALL UTALLCOVERRYr BEHND LONG 0 .,^ I 3/4' MDT. PANEL - i \ / 4° X V8' DEEP � � _ ® 'G��s'MO�� ®G�� REFER TO ELEVATION m 4 a ADP. DOOR . r FOR FINISH ®OR� I I '^ - in 5 \ \ a S WMA�GNE CAT ® 3/4• MDT. TRAM N-- m III ®3/4 MAP. BABE ! ;: ; 2 3 / NOTE: DETAIL IS TYPICAL FOR Il 1 ' Z I 1 I I NARRATIVE \ TOP OF ALL WALL PANELS. Br A ASD M . cLIP I v � • 3/4 • 532 b4 O S E C T I O N 3/4' 2 '- 4 0 PAN°1 ;' T IM 3 /4' Tn 4,4 , PANEL 314',PI T O V4WCLICNG F''A•ELO ALL EXPOSED ED ha l al I � ADJU N PLEC LIPS O. half .scale - . .- LINE OF ADJA CENT PANEL . ,. A DJ USTABLE CLIPS .. -: half scale _ , PANTED REVEAL ® TUCKED BEHND FRAME Wit : . Ft _ D SECTION k3/4•� ° OS NARR4TIVEPAEL D NARRATIVE FRAME i , o NOTCH N BOROM -FRAME -- TO SET NARRATIVE PANS • AN i half scale ® OR g 3 /4•MDF.PANELp ELEVATIONS 1/2' -1' -0• . g I 1 g 3/4' MDT. DOOR LNE OF WALL V2• BACICNG BOARD TO. II1II FINISH - SCHEDULE 4y V4° X V8' DEEP FRAM ON PI aE ®3/4• MDT DOOR MOINT FR AI'E TO- IiIALL • 111111 �/ PANTED I�VEAL - ' WRH M AGNET IC : CAt - FRAME oN PIANO HsY NE N F NC T F F _ a 7 'I WITH M AGGNE TIC CA NEAR BOTTOM OF FRAME 3/4• MDT. T�1 m 33/4' REFER TO ELEVATION FOR APPLICABLE FINISH ©U m O PLASTIC.. LAMINATE,. T4EVAIAR' ARP 8 -1 -5T, ANTIQUE WHITE, TEXTip .D m v4• x v5• DEEP �� } ICOD GRAN LAMINATE, .'1bleMICA *Arum tow LIFTER R meet 3/4' MDT. TRAM - L5 PLASTIC:. LAMNATE, 'LA1R'I ART' PEARLESCENCE .2406-0, GOLD LEAF, aces w a PAJNtED REAL ® NOTE DETAIL IS TYPICAL n r 0 o FOR ALL HORIZONTAL AND IIIIIIM a ' VERTICAL REVEALS AT AFT. a� I g PAINT IREVEALB AT 0 LAMNATEA 'BENJAMIN MOORS' 5524, LI HI'.BR M, FLAT NOTE: DETAIL IS TYPICAL ALL MDT. PANEL JOINTS. 3/4 MDT. PANEL _ C. woo GRAN BASE, 4'N X 3/4 PART. DD. DARE WITH LAMINATE g FLUSH z AT END OF PANELING I V w 13/4 3:3/4 I r -10 V!' OPENNG 3 3/4• � 3J4•�, - ® PANTr.'PRATT 4 LAh�ERT 9112, IVORY MIST, SEMI-GLOSS ii" AA" a l3'-S • AT 'COLOR' - DEPU : Q SECTION Q SECTION H SECTION K SECTION N OTE, ALL HARDWARE TO HAVE SATN BRA88 FNW114 Z , half scale VP half scale F@ half scale • • GJSECTION half scal F6 , half scal _ ' F6 ' — a tar. 1/4 FROSTED SAFE'CY ()IMMOVABLE n• NKaN LEDGE r4;4i:;&z;E :::: EDGE { O SLIDE N DIVIDER zP N PLACE L MOVABE LEDGE - BELOCOMPUTER • 1-11 V4 F 7 E IS RMOVED \ ! T \, M I � ` !® L4 : �, ` ` 0 ® _. z m L4 , - - L4 I 1. �iC r`l PUL CUT _ kill , T _ . � . .. -. ' OREPAIR iRA7 I REn1 �81DE8 (T7P i I � i CN T F E '. j P -4' 'v ° BAGS RECEPTACLE - . _ . ... S ® ® ' ° O O E,...._oi — I A IR TROY _4I — — '— _ FiErma o i � l �+ O c _ - a 89/4. s b. i 41R a a. I � II a •r - 9" X S OPEN i i . es 71). py�� I m - ° DRALLERS 22• SLICE a 'T FOR ELECTRICAL 1 3/4• THICK STILES A ' T ' E n AQGAI� m DRAWERS c0I L4 I ! T BE DRAO.ERS 3/a PL7UA?OD T.. V AI M E S • wN��p ♦�ttaaCC�� �� T : ° ' METAL GLIDES .. F. , CONNECTIONS' I sI NELYEB D RE 8 Lb _ :. OM 4 115 • — : r 3 /4• THICK STILES TRA841 i / ° . ' a „, i , `I :, A BETLLEEN STILES \--ADJUSTABLE / A — S FELYE'S �� �e����p��� , , ._ I A A . • `s' I 111 .3. a I a FLUSH S FTH ACE ti , . r -9' 9 3 Y I' -9 3/P 1' -10 V2• 9' I' -9' 13' ,�/4 F -n V4 3/4 1••0' n 314• 7.0 9!4' ,, 3M' T' -p V4• JAM T V4 7' -0' V4 9 9✓4• 4 D • 1 • C' •- 1- • R EPAIR SURF CESB LCU L4 CO MPUTER COUNTER TOLOW L2 • 1- • 41, • - 1- • �, SECTION 1 -1 -0 F, ELEVATION 1 1 0 ELEVATION 1 -1 0 ELEVATION 1 1 0 WATCH -4 DEPA TMENT CAS1 /WRAP [DETAILS � ARCHITECT ' „ l I TATE OF •alASH%TO H ® ND '�`' - 2' DIA, HOLES NFU UPPER F -I 9 2• DLA HOLES. NFU UPPER v REMOVABLE II' W44 LEDGE ® AND LOU.ER COUNTER CT•PJ _, AND LOWER COUNTER CT7PJ O COUNTER TO KEEP M PLACE L s i a . no � e s I 1 I 9 X OPB NOJG. a I/4 X V8 DEEP i t _ a w = PANTED REVEAL Lb — o CO NI C TIONS . 9 11 I I (h } er i . : -� I /0 ; - E } II II II 11 „ c°4 O � 3 • I'-NS' � 1' -9 V4' 2 V2 I ' -9 v4• sheiv :. II trash � � :. storag shelves • : - ` 0�( ; 2 ._ 3 . W ` .. E) (1.— , END VIEW 1• -11 -09 — I 4 a R 0 .L . 3 (EXPOSED) B ®, TOP FOR ELECTRICAL ACCESS _ ® _ IV :a OPENNG N END 3SHORT en. `V DESK PLAN 1• -1' -0• PANEL AGAINST Ei) STWALL LONG DESK PLAN 1• -l' -0 - tray/open F - TYPICAL OF 3 DESKS ( SEE FIXTURE FLOOR PLAN ) ° _ TYPICAL OF ONLY ONE DESK (ADJACENT TO INVENTORY CONTROL OFFICE) r c p `Q NOTE: REFER TO FIXTURE FLOOR PLAN NOTE: RECEPTACLES TO BE FLEX CHANNELED. cm oFTU _ 7 TO VERIFY IF CONSTRUCTION OF DESK TOGETHER ALONG BACK 50E OF DESK INTERIOR NOTE: F.C. SHALL ALSO SUPPLY (2) REMOVABLE IS AS SHO(LN OR IS MIRROR IMAGE. I D 1> FOR FINAL CONNECTION BY E.0 FROM WALL AT 2' -0" AFF. l— as 6 -SIDED RECTANGULAR "BLOCKS" TO ACT AS NOT ALL EXPOSED DESK AND SHELF PLATFORMS FOR THE COMPUTER HARD -DRIVE UNITS. aeceiveo � w THE DIMENSIONS SHALL BE 39-11G1-1 x I2 °WIDE x 20 "LONG. SURFACES "ARE TO BE PLASTIC LAMINATE L2 + drawers APR 2 3 ZOO? FINISH WITH PLASTIC LAMINATE L2 TO MATCH DESKS. FINISH EXCEPT AT EXPOSED END PANEL , e PLAN 1• -1' -0' PER" WHICH SHALL BE WOOD GRAIN FINISH L4 IRIEVIISQOGIS 1'-8 3/4• 2' -9 V 4• 2 ' -2 V4 3'-O V4 i I V1• � , - - ., ` _ t - •t - 8 • I-0 1 • .p - V4• FROSTED °.,.:?Tl' I S ATN BRASS . A END VIEW 1 ° -1 1_ 0 . 81>D F _ I - - ; ® (AGAINST WALL/ - p s U �I \ / L \\ / NOTE: FIXTURE CONTRACTOR S HALL SUPERVISE 1 1 \\ // KEYBOARD TRAY CN \ / KEYBOARD TRAY ON INSTALLATION OF ALL ITEMS THAT I-E SUPPLIES. ��'I""1"1, JUN 1 4 2 O2 1 _ - 1 SLIDE -OUT TRACK - VERIFY S \ / I SLIDE -OUT TRACK - VERIFY _ - •'- \ / SIZE WIN 'STERLEG • r_ \ / I 812E WITII 'STERLING' •�•. ... AS r- i U �' X m r x I d 2 ------ i7i° � � : JtJ` �® A \ e DETAIL full sca`1 / `v / \ I B'W. X 2 9'N. X 25'D. - F 1 /. \.. DV. X Mk X 25'D. / - \ I / \ - FILE CABINET =------ I \ I FILE T . I \ BY TENANT f v \\ I I . ` - J OPEN m _• � "� � J OPE FINISH SCHEDULE I ' ' c 9 µ' M 6 V1' 3/4' 2' -9 V4• 9 W " 1 VP 9/ 4• 3 3/4 • O' �. I SUPPORT BRACKET O PLASTIC LAMNATE: NE.VAPIAR ARP S- 1- ST,ATNT1CIE UNITE, TEXTURED i s N NOTCHED AT BAGIG E-3/ .. - - g WOOD GRAM Latium "FORfOCA':'A2T2F•G WTH LUSTER FNISN. :: - - W ® SHORT DESK ELE R ACCE SS m 1 LONG DESK ELEVATION 1• -1 PANT (REVEALS AT C. LATINATE), Ty@UAMN MOOFE'' LIGHT MOM FLAT ' -0• ® - - Y, ' ELEVATION 1'-l'-O' MI TYPICAL OF 3 DESKS ( SEE FIXTURE FLOOR PLAN ) NOTE: DRAWER INTERIORS TO HAVE Wan MELaMEE FNisW. TYPICAL OF ONLY ONE DESK (ADJACENT TO INVENTORY CONTROL OFFICE) © S 1..1,-0. CREDIT OFFICE DE5K DETAILS 1 , , wpm) . . , , , Aft' V4" n - T E D L A WI 2 DIAHOLESMc TIER �_ - _ ALL EDGER POL191ER FOR ELECTRICAL ACCESS (TYPJ NU �- ■ - 14' -3 VZ• - 3' -1 V4' �` i 1 ; ---1, - -•0 V!• GOLD FIN. - _ - r-0• 23. T -P LR' 2' -S• r•0• r -P V2• GOLD FN: PILASTER •-TED SAFETY 2 - 2 " � �. TEGLASS - . � . r - - EDGES POL1=' a. WOOD VB�EERPTANEL ,• IW I!1I L 5 . . / b ® - p_3 r �. PILASTER ON WALL 1 S•. I S. :1 f. II I _ I I I , _ i _; o III d r -r L (� 1 _. _ 1 ' ;;;eri \ rs ulrH HIDDB4O " ' ,+I - " URITY GATE APO Ld L4 n 0 I N URITY LATCH AT JAMB - OPEP IG 13ELOW I I ; ? _ I Ii I ; II _ . �� te/ drawer/ ra -drawers computer / vles II shel s = II i shelves r '11"T"BO71N -�" � � ALL EDGES POLISHED - I ' ® I .: 0 - ; - :: . - I V4' FROSTED SAFETY c. I M TE F ISFI FRC NTS LAMINATE a.m. 44T41 + _ Viiit - - f L5 I® 4 It - - -- Ffr - i J /4 • 2' -S V4• I V: • Y -9• I. 2'-8 V2• I • • 2 -9' 1 • 2' • W I V;• BUMPER AT DE I a WALL LPE I� ET'bv ABLE b' HKaH F'LATfOR - '' �' - L4 PE INTO COINTER TO KEEP IN RACE + . , a ..[ 1,1 ®1; PLAN 1° -1' -0' V4' • X VS' DEEP Q PILASTER BYFC V4" X I/8• DEEP , 1741k PAINTED R -•VEAL PANTED REVEAL 1 0 53/4• 3A4! r. V4• 3. 5219 REGISTERED L — `a - ARCHITECT y a SECTION 1 ° -1' -0° 9 SECTION 1• -1' -®° . > . STAX Of LNE i t 1/4• FROSTED SAFETY LAMINATE - 1 VS"- . GLASS WITH ALL EDGES POLISHED 5 ° '! i = - REMOVABLE 6. HIGH PLATFOR V4•. FROSTED SAFETY ! - - mi .:. PEGGED INTO COINER TO KEEP � �+ LMIPL4TE GIJL88 WRH _ _ - L r M PLACE (TYPICAL OF 2) LI k I I I ALL EDGES POOLISHED + G _ SATIN BRASS L 4 OL - FINISH CHA EL - - :! _ • 8• r(- IL) 'BEST LOCKS 4 1 ✓ r- --1, 4• -YP i {TYP 8• i ® Y 6 Vr r 2' -2• r ®0 Tl'PJ (TYP I I 1 CTYPJ 1 I I '�S J - . . ! 1/2 TN. DIv DER9 1. EN RL (Tr 1 i t ON (3) DRNIER7 l V 2• T H. DiJIDE 2S BE SLOT (TYP S - - - i •n 13 II •. J� , G A SO I 10E1 JjLA - A6141'II SALEM' I n❑❑❑ILAY AWAYII - W I �� ❑ ❑ILAY- AWJYII 8N.Eb.w I iN -. o II EL R . o o � Y 111 z OPB4NT , r GQdECTIOP49 L_J SALES 11--P P I I 0E01 SALES II ....-P I a ❑ ❑I SALE6 I�W2�� M = - T 1_p L4 ' _ o G — — — — — ® ©! a ® n `g 1 - REMOVABLE PLATFORM ` , i IL ®O e ® 0 0 ® • n • TOK EEROM SLIDING 1 1 4 _1Q ADJUSTABLE o 'A 11 .1 [� /� s _ - SHELVES (TIP.) \ - o . F�{/ i' i • h p� 'svy¢1, o D IV� ® DRAWJ20N � ��� 0 4 I!1• mom ® I METAL G I LIDE 4D - a •� L F- A T TOP OF LEG I - -- 3' X HOLE - (0 3 'O I - _- FOR ELECT. 1'-0` 3/4• I' -ter 3/4• 1'-S V2• 33'4 1'-0• 3/4 1' -10• 3/4• l'4.4 IA• 3/4 I' -g• 3/r I' -f0• 3.2 1'-0• 3/4° I _ s LEG SF vE TABLE j `y `��` 3/4• KK a - i I I ,I, ALL. BACK SURFACES BELOW (,-;\ AT BASE - 1 1 I - - r _ COUNTER TO 13E PLASTIC LAM NOTE: RECEPTACLES TO BE FLEX CHANNELED TOGETHER A LONG B SIDE AND - crt OF DESK INTERIOR FOR FINAL CONNECTION BY EL. FROI"I WALL AT I' -9" AFF. % \ e A a I ' ® I ' . - -- W p� BACK ELE 1 1 0 BOTTO ® Cf LEG PANTED M V4• x v DEEI I' L TO MATCH vEP F OOD BASE FEL ^ I - REVEAEER Q L - - — I � — 4 1/4' H. PROJECTED - - RECEIVED _ * - HARDUIOOD BASE FNISHED 6 rdr � 8•r cmoF-ruI<wn.a 1 , , \ I/4• X I• GONTWU 15 FL. TO PROVIDE J -BOX TO MATCH VENEER 0 L4 tRM aT TCP cF PAPEL FOR uLALL sCO1JCE FIXTURE o I L4 APR 2 3 2007 EOIL4L EG11AL M PILASTERS WITH LLHIP EOUAL r FOR EL TO MAKE FII4AL r EQUAL I DETAIL 3 -1' -0° SECTION 1 ° -1' -0• PERMTCENTER CO K4ECTION FROM CEILING WALL LINE :+ DASHED LINE INDICATES - S CITY oFU E : r� (!bllSDO[i`ll$ ` ADJACENT PANELING 4 ) V4• FROSTED SAFETY LATINATE - - I ° V4• MASONITE DIVIDERS IN - I J N 1 4 20122 > ' GLASS WTH ALL EDGES POLISHED $ L6 Va• X VS° DEEP ... PARTIC•LE BOARD BOX / _ PANTED REVEAL- I v RETURN ON SIDE WITH UNITE MELAMPE mew I •; EU REMOVABLE 6° HKaH OF PILASTER (TYPJ I T L4 E PLaTFOFTI (TYP. of 2) I 1' 8..7 - LUNG G V S.-44 i4 L5 ;� ' . sEaux GATE I �� 4 q; 1 W AND HIN POS _ _ m - . r S. / I 1 5. �. r 1 � / ®r 1 1-',1 r' _ t i ■ � , .�► , . 1 FINISH SCHEDULE - • 1 - - - - S. L4 - BUTT JONT (TYP) L5 I .- A : J- - -- p1 ', O "PLASTIC LATINATE: TEYAMAR' ARP 5-14T, ANTIQUE 041E, 1EX1URED 1 ® • ? - I 44. �� ` _ , © WOOD GRAN:LAMRWTE' - TO RUCA• •A212FC WITH LUSTER FRUSIL ®i - - , _ - - - • T-AMNARP PEARL,ESCENCE 2406 -G, GOLD LEAF, GLOSS - + I.. n DRIILEDFNGER © P AP, (REVEALS AT e 4 LAMINATE. 'BEWAMIN MOORE •IiO4. Lion. BRORN, FLAT ° ® LEG (TYPJ LEG DETAIL I _�. ON EACH SIDE) .. Y BOX LI GILT PAINT: MATTFEWS' ACRYLIC PANT 400,BRILLIANT GOLD • ' 6• i— ® 6' I ! 4 REPAIR ENVELOPE BOX ® UJOOD GRAM BASE: 4 "X 3!4• PART. 8D. WTN LAMINATE O fMl&d — v L N S I _ -_ ' � I � ISOMETRIC DETAIL N�:' �1• LDRAUERNTER10R8TOHAV E LLNITEMELNiPEFN18H. O ` - - -- l * (2 of each required) NOTE: ALL HARDWARE TO HAV£ SATIN BRASS FIN . z .' - 1 V2• , 4 V4• H. PROJECTED L4 L6 I,4• X I /8• DEEP LOCATE JONTS BETU r 1 V2 . BI ' w �.. H ARDWGL'7D BASE FP SHEDO O PANT REVEAI- VENEER FINISH BEHIND LEG ' - _ O m D ETAIL TO MATCH VENEER .� 0 FRONT ELEVATION 1 ° -1' -0° CREDIT/SERVICE COUNT E R DETAILS , s ... F8' , ..... . ... ... , . . , .. ,. , . • .... . , , . ' I vt' I/4" FROSTED SAFETY vJ rGLAs6 I vs FINISH - SCHEDULE O irlieffsii LAMNATE GLASS WITH ESGUTC}EG PL OVE ALL EDGES POLISHED D M A . HOLE M COINEO. PLASTIC LAMINATE, NEYAMAR' ARP 6 -1 -5T, ANTICUE WHITE, TEXTURED _ ' A _ © 0 ELECTPoCAL AGGE . . ® WOOD VENEER '9RAEUA70D'' I3/CA6 -3. MAPLE -7 AT MAPLE'vE!EER) 'BENJAMIN MOORE' .1061 LIGHT TAN FLAT ` 2 1/J• DIA. HOLE IN COUNTER FOR T , I - -_ - WY c> - - - - .. NOTE CABR . - - - - I.M. TED LA1MA7E II"' AMA DWARF INTERIORS S T I WAVE ELECTRICAL ACCESS (BEHIND) _ O 3' -I I 1 - - - F SAFETY MELAMINE FINISH. ALLNARDWA TO HAVE SATIN BRASS F6 ' - = _ - - = -T l 1 I S II 11 ! -__ . _ - 1 I �� - ;'T'I - - GLASS WITH ALL EDGES POLISHED ■ I 1 .. I I I l N s r I a �� � I ' - 11 1 I I I 6 I - RETURN (REVEALS ON ENO P / _ r m „ ', compute 'I n e �� II 11 1 I I1 I ® I I M I I1 i '^ I I r Il6L N 1 1 A- ----C- 11 1 1 II - bE. I RETid. DESIGN- ■ 1 fl _ n repair t ay 1 1 � t ash i; shelves I r dr : wers ii 11 I II shelves 11 �1 II s helves , 4' ,,v4 • ELi14L V.4" 4 4• Ed.4L V4 4 /4 ECIAL V4' 4' V.50 EUCUD-AVELINIE 1 CLEVELAND, 1 ,.,�,TB \ \ u 1 / FF 1 \ - L. - ' V4• X V6' DEEP PANTED REVEALS L9 - t 1 / J r - 8 V4• 3' -R 518' r-s v4• I P e ' .. _.. b �- di A 1 I -. p ' 52I9 .1 111 . Af ' '^" REGISTERED m / ARCIRTEC e e Io]• �- Ir - - -- 11 ELEVATION 1•'1' - 0• ' • ei \ I I a I Pr- - I STATE Uf lkSHMtEi \\.........„ it i t "° • 1 I I O �� / / / L Z EPE DIVIDET - Y LIP ES , 41/44. E 3/4• m.. ■ \, . DOOR TO ULTRASONIC - .. / / \ cLEArER uw7 BELOW i� ® ®® ® ®®., L 6 \ // \ ' /, � � "4 // ' IP HOLES TED SAFETY ' �. _ ® ® ® ® ®fli! - a '" \ / ED ESP'OLIS ED =NM 1111111111111111111...111 - C m I I '....,,, . \ \ I I OPEN 4 .=. 111E22 ilill Q � L LJ --� Q 41r // \ / l \ \ / 4 ■ ii / ,_\ Z 0 U) 3/4• VARIES I 6, V4FROSTED SAFETY \ \ / / ! \ \ / / ! O - __ -- _ _ OPEN _ FINISH CHANNEL _ - 4'-6' 3.4 r -9' I -9 V4 •. 3 4• r -9• P T4 Q � 4'•l9 v�II 6HK..DI FLAT FOR c i xi9 : r I 4'.1° vas YEV eHloan Fur >:olR ,. � a PLAN 1• -1r -0• �► - S TOOL STORAGE TRABNBM - DUPLEX OUTLETS _ - (3)DRNJER9RRTFI2YSLID - tD- m . =� BEHIND DOOR BE DOOR M CAEiiNET (TYP.) l ® - . ' .- �1���l1 NOTE: DUPLEX OUTLETS tO EtE FLEX CNANI�LED tOGETNER ALONG BAdC SIDE @DETAIL OF C. 4BNET8 FO R FINAL CO MIECTION BY E .C. U4 BASE B ELGIU COMPUTER AREA ,- Co ro 0 Eu'" full scale kEF TU! a ELEVATION '1 1 0 RECEVEp VR JJ AT 45' *wiz J lY 1,:u4.2,1°2 cm oFnKVnu APR 2 3 I . � b°U LOtNG DVMS ON PERMIT CENTER - 1' -3• VARIES s r -3• / �, - [;�[ ®nf`I,S 9 VS' 'I��I 2 Q - V 4 ' FROSTED SAFETY L � , a a. LAMINATE GLASS WITH Am 9 r -3• :: - ' ® ALL EDGES POLISHED 6 • .. 6' ° IMEI'll I m r / 1111111111,111.. FOR HINGED ACCESS i9k L 011T UAORIC ( 3) DRAUERS WTH I i DOOR UVVENT6 ,- SLIDE -M' - •,' 18 VIDE URTF7�3 /4/4 - Oi.'c ' ' 22' SLIDE DMDER ULTRASONIC 3• I I', - - f 3' ° H `" LIP CN ALL SIDES • i i : I I CLEMER UNIT w � , , / f i ' _ . �:� . ,- ELECTRICAL ACCESS I I - OUTLET MouNTED s h 1 1 i � J I R ECEPTACLE ■ n L, DUPLEX N CENTER Cf PANEL ON ;, l a ECETACLE p R ! I ! t RECEPTACLE 11 S'i �I. M _ � . I I r ADJUSTABLE -�� uu I� I ' ,,,, I 1 ADJUSTABLE 1 ' - - rN / \ '' a. �I B HELYE6 / O 4 L 0 I li O ABLE ? MIN Jr \ / . , / : �i' - - -- _- -.!, PANEL t'QR. . op, „,,, D DOOR ,r - . ELECTRICAL -- - - - - - -. pANEL OR :, - �+_' \ / .. \ / - TOR STOOL STORAGE accESS I1� ► I AecESS 11 ' L, �A6E “"1” ...i ! : Ea v., y f. _ v.? / Ea . ,.. e,SECTION _ TI - N 1 1 1 E 1 ., 0 . 1 10 ' W SEC O e SECTION 1 0 SECTION 1 1 0 SECTION 1'0 .. . 5 R 14L D E F4 TMENT C4SW W 4F Ells . LEVATION 1' F - ..„_, , 07.... , ,_ Q I' -IO A DOIMLE DOOR OPENING (30 M14. -4E' MAX) 3/4 / SINCAZ DOOR OPENING +�/p I CUSTOM L GHT RAIL is ' } r Ur W/ SATIN BRASS FINISH /• MACS' La ., GNowcAeE RECESSED 3 4.y. I • • . \ — \ o 7\. o. / \ - ° / GATE POST - .. Iii, BAS FAGS ■f `_ \\� * — tie SAFETY, LAM GLASS— 4 - - S I I § \ — / HI ACCESS: \ / ; . '" - - - -- / GLAZING CFBENJEL6 W/ CASE INTERIOR c. \ / W TH 'BEST LOCK/ \ / re I _ i ® S SATIN BRASS FNIBH \ A. / — \/ \/ \/ MM _ _ y ��k1VCI� 6' - 1- 4. 13/ • A 13/ z_ — DRAWERS ON 0 METAL � �,_ / I � e. o SLIDES W/ 'BEST' O O La LEG — L4 °' i q CASE ABOVE � I — A� g(gp� H BUMPER U 0 0 Q p>G RA (ra11lS 8l�I S ECTION 1 1/2 " =1' - 0 • s i3/e I t ' l IR • z -. HINGE DOORS W/ CCNCEALED . ,e .,.i __ s 4, 2850 IMOD 11 ®I CLEVELAND, ONIO 44415 L4 BASE S!4• W' DRAWER M P) 3K" 2•41P DRAWER (1 P) r SNOIlJCASE NOTES: LEG La 789.0931 O RECESSED s VOW AT 46' ANGLE f I. IT. IS THE RESPONSIBILITY OF THE FIXTURE CONTRACTOR TO DETERMIE THE FIRE RATING �� F� 789.09 REQUIREMENTS FOR ALL FIXTURE WORK WITH LOCAL CODE AC, ENFORCEMENT AUTHORMES. ® Or, ELEVATION 1• -1' -0" 9 SECTION 1• -1' -0 ©®„ ELEVATION 1• -1' -0 W. ALL WRAPPED PADS SHALL BE Wart BOARDS TEMPERED BOTH SIDES. 10.10 BIDED TAPE TO ISE USED AT EACH CORNER OF PADS. 9. FIXTURE CONTRACTOR TO SCFTB4 CORNERS CF TOP GLASS ON SHOWCASES UJ 4TC I DE F 4IRTMENT SHOWCASE DETAILS - - ' - 4. DOOR BUMPERS TO BE MOUNTED CN FIXTURES t0 PREVENT DAMAGE TO SFIOWCASES FROM -- - - ACCESS DOOR LOCKS . � 1 69' DOUBLE DOOR OPENING (30' MIN-4V MAX) 3(4 81NO E DOOR OP@INSA/4 3/4• 6.FOR DOOR AND DRAWERS N SNCUIGASES, ALWAYS USE DEADBOLT LOCK B7 'BEST: rr ' ~ �� (lb• MN- 30'. MAX) . 5L/111D 21. REARFIXMG WITH LOOC STR E PLATES IN RAILS. -_ CUSTOM LIGHT RAIL WD VI6 GAP 5 I9 b.F1XTURE CONTRACTOR TO USE TIGHT BOLTS AT JOINTS BETJEEN SHOJICASES FOR TIGI4T UY SATIN BRASS FINISH ® / REGI tW _ / r UlOOD velem ARCHITECT 1 AND SECURE JOINTS. - S \ _ J i / : : \ \ o /\ ° / \ ° / J c s Pmt .. 1. SHOWCASE LIGHTING TO BE INSTALLED AND PREWRED BY FIXTURE CONTRACTOR MD i° - - "' r. lYnrlN9a . - WIRED TO POUTER SUPPLY BY ELECTRICAL CONTRACTOR - — V4• SAFETY LAM, GLASS— 5 \ / / \ / - �,1ATE Of IASNINGTU!( S. EACH 6EGTION.OF SHOWCASE TO HAVE N I I DIVIDUN. UL' LABEL. GLAZING CHN4'ELS WV — ..c - - $ — \ / I T" te 5TL° _ \ / .. - 9. ALL DRAUERS TO HAVE A I' -9" WIDE. CLEAR INSIDE DIMENSION, WHEREVER POSSIBLE SATIN BRASS. FINISH \ \ / • _ \/ \/ \ / `. o WOOD VENE \ Zs ° ° ° • DRAWERS ON METAL - - 312' H.-BASE _ r I - ` � S o SLIDES W/ 'BEST' LOCK - L WOOD V ENEE R °'1'. A _ I .4 ( ` ° �� 0 0 0 iv `RECESSED P .�i d I - ® LEG - � _ O .. ` RUBBER 0 ♦C. d ® �' I_ BUMPER UID VENEER ON OO ®. N ��.� .t�' - WOOD VENEER — I DOORS U!/ CGNCEN.ED WOO U ■ iil� I �r ■ice• - HINGE J MAGNETIC CATCH - SURFACES Q I I ��® 4• • . • . .. Va. • • S • E PROJ ED HARDWOOD LEG BASE STAINED-I VIEW AT 496• ANGLE In' WOOD VENEER - 3 f' • , , > ■ 3 • 4 ger HARDWOOD / _ 99 ]' O' DRALEI¢ (TYP) 3' O' DR�YIER ( TO MATCH ADJACENT WOOD VEl'EER 0 ' - - BASE STAINED _ - TO MATCH VENEER WOOD VENEER ON W V2" X 3/4" BAS 6 - INSTALL IN FELD AT TILE LOCATIONS © ELEVATION 1 "- 1' -0 ". 0 SECTION 1• -1' -0• - 0 • ELEVATION ' 1 • -1 - 0• - - `. 0 = . ate OVERHANG OF TO CONCEAL CHNY¢ M LEVEL 9 ri - -. - - CASE ABOVE . �Y NOTE SCRIBE BASE As NECESSARY FLOOR NOTE: REFER TO SHOWCASE FINISH NOTE BELOW FOR VENEER SELECTION w SECTION 1 1/2• -1' -0• TO F OLLOW IRREGULARITIES IN FLOOR _ C '� CU 0• .r ARD S - 1OUJCASE DETAILS - m : G 4. DOLEtLE DOOR OPENE6 (30' MN-48• MA) SINGLE DOOR OPBING ANGLED END • r © 3 / P -IO' 1 \ We Ob. MN.-30. MAX.) 'r3 Fi0 Q a co tW SATIN LIGHT RAIL ® � W( SATIN BRA58 FINISH \ �•' sl4DUCar� � + 1 . : RDN/ \ :.S c� 1/4" SAFETY LAM GLASS S is 43) : �j � , "'- - N ° �N / \ ° / A ° Rg � � OS � 4'� V6' GLAZRIIGGHANNEL9W/ I I� I I 2 ' / WTH'BESTtOQC °/-- / , • ' ( WOO ac 3 SATIN BRASS FINISH _ _ \/ \/ \/ c■ .1... s L t PROJECTED H 3-L D F�E'B) �'� \ • • - - / ` o S {„s CV LEG BASE WITH 3 -ULAT — f (� MITER STAINED TO MATCH Ll � r --, R1B8E _ •. ` ® — © § ®1 .1 _ _ au IPER e p y � ` O L7 RECEIVEP CTYP) — ) 6• Ll EDGE ®. L EG - _ P tOI E : cITY OF TUKWILq — — — _ __ _ _ , • s _ I) - ADJACENT LAMINATE o . APR 2 "3 2002 ` 9.1' RECESSED — — _ S _ _ _ _ BASE FADE v • � • 4TR L I I s MN I f g ADJAC - PERMIT CENTER 9.T• 'Irby 44„,,-,,..,______ "�+1 F I) I INSIDE DM. DRAWERS ON METAL - v. � M �a \ SLIDES uv 'BEST' LOCK — — - \� - LEG PROJECTED BASE WITH 3 • S V4' 10 13' IF�ESSED AREA 3' Y'-0' (FIOLD) 3/1' L"1 ERASE ', _ — � © MITER STAINED 70 MATCH Ll Of T - CITY Yr;y :?r ��' 9 ELEVATION 1 1 - 0 le SECTION 1 1 -0 I ELEVATION 1 1 415:0 Fte4CDEES8CC(TYPJ ------_______________ _. ._ F4 CET31 \ •- I • •- / N •- 1 • ) 15RID4L S1-1OWC)4SE DETAILS — 2,J L1 Ts tLD 3 RECE SSED BASE FACE �,,� SCHEDULE . DASHED LINES INDIGAT'c \' __ � , FINISY: i SC, iEDULE ®® t i { ION J NOTES: FIXTURE CONTRACTOR TO SUPERVISE INSTALLATION D IAMOND /GEMSTONES STANDARD . I I .$ OF ALL ITEM THAT HE SUPPLIES. SNOIUCASE F IN ISI-I NOTE' Q PLASTIC LAMINATE: NEVAnaR' ARP TM-2-IT, ocHRE TEnPER4 TExnI1ED 1 L4 WOOD GRAINLAMMATE: 'FORMICA' •A1W1PC WITH LUSTER ENTER I jI I I ao FIXTURE CONTRACTOR SHALL PROVIDE A MASONITE THIS STYLE' OF SHOUIGASE HAS (3) FINISH OPTIONS - I TEMPLATE OF ALL SHOWCASE AND CASH/U 4P AREAS REFER TO FIXTURE FLOOR PLAN FOR LOCATIOt 1 f PANT 'REVEALS AT ® LMIINATEA 'BENJAMIN MOORE' 9104, LKa4T BROUN FLAT D I I' TO G.C. FOR USE IN COORDINATING CONSTRUCTION OF WOOD _ . OF MERCHANDISE DEPARTMENTS TO DETERMINE L1 WOOD VENEER: 'eRAEWIOQD' S13/CAB - 3, MAPLE v 1 I ALL TRADES. L USED AT AND GOLD' IS At WALL O PAINT [REVEALS AT MAPLE vTaEERr T1ONA1 PAPER SID- 30611 HKiH LUStER . ... I O LS GREEN WOOD GRAN LA LE E INTE 'BENJAMIN MOORE' 4061, LIGHT TAN, FLAT w a I NOTE: OPENINGS FOR REAR ACCESS DOORS ON ALL PANT ( DEPARTMENT FRONT CASE REVEALS AT GREEN LAMINATE), 'DENJA1N MOORS' •416, GREEN, FLAT . \ — " MINIMUM AND 48" MAXIMUM. L1 USED AT ' BRIDAL ' A � ,_ N OTE: REFER TO FIXTURE FLOOR PLAN FOR COMPLETE CASE LAYOUT. v - r ® • \` I , , I I THE SHOWCASES SINGLE DOOR WIDTH IS 30 ": IN OPENINGS ® GILT PAINT: TTAtTraETUb' ACRYLIC PANT M b BRILLIANT GOLD ` I ' J FROM 30" t0 48 PROVIDE l7) ADJACENT EQUAL SIZE LS USED AT DIAMOND AND GOLD DEPTS. AT ISLAND PARTIAL SIT-DOWN SHOWCASE BASE PLAN 1 1 0 � / DO ORS. DESIGN EACH RN OF CA USING MAXIMUM NOTE: ALL BASE CABINET AND DRALER INTERIORS TO WAVE WHITE MELAMINE FINISH / NOTE: AL HA RDWIRE TO HAVE SATIN BR ASS FNISFL BECURTYGATE POST ABOVE Zvi . � OPENINGS COMBINE TO CREATE MINIM UNOPEN AREAS. � � F10 b'- O'NLAXiTOi 0, (THIS DIMENSION ONLr FOR USE AT OP Q - I F'CrSITE —� , AC88 L �Dt IUTM �.• GA'Ti? POE ';'4 P AIEL CASE LAYC3IT WHERE LONG RN IS REQUIRED) V4' SAFETY LAMINATE -® ®� _ _. :., GLASS _ - ` GATE TO R AIL (SATIN BRASS _ AM&LAR YEUI SFTOUN FLAT FOR CL ARITY . . rAoraprAidor ` \ ° /\ 0 / \ / , 0 / 0 / .. S $ \ / \ / i L4 � / \ / \ / gkgClEN . A 4/ A , - li ii, .111111111 _ 0 0 0 r s s m ) ® O O o O a ill ;g:„_______S_A_ 2.4"1" DIWER'n1.1 i` \ i \ i FETAL DEMOB ® S BULLPACION (TYR) L4 - ® BIIN1PER - _ z T L2 IND E A L 4 i . OPENINGS COMBINED TO CREATE MINIMDOORS. DESIGN EACTO 4S" PROVIDE (2) ADJACENT EQUAL SIZE CONTRITE V4• V4• X UV DEEP Q ID BASE (TYP.) Q , _ 15 PAINTED - 2 m REVEAL TO DRAWER 4) L6 PAINTED REVEAL ® ® ® 0 BACK ELEVATION 1 " -1' -0' FRONT ELEVATIONS 1 "a1' -0" r-'°' \ RE GIs E NOTE: OPENINGS FOR REAR ACCESS DOORS ON ALL OFF - UNTIE FELT STRIP IRS x r ANGLE ROUTED SNOUJCASES SHALL BE 131/2" MINIMUM AND 4S" MAXIMUM. AT GLASS EDGE FLUSH NTO RAIL THE MAXIMUM SINGLE DOOR WIDTH 1S 30 ". IN OPENINGS — _- - - -- - - A . ` ?�Ai AS jilltiGTON © 0' I ' 1� ® 3 Z s' a V4.' s' - s• ® ' FROM 3 s' - 5• H RUN CF CASES USING MAXIMUM I � ^ _� UM UNOPEN AREAS. CUSTOM SarM L BRASS L V4• SAFETY LAM ' 1® LOCK STRIKE PLATE , / 1, TOP FRONT AND ,b SET INTO RAIL ...> _ J L J 1 L JI 9GY I X111 BY READ BEM' LOCK I I V2' DIASATNBRASS UI SATIN BRASS FNI5N ( FINISH EXPOSED CONDUIT 1 111 I • Ir r / r �I METAL CHANNEL S © FOR POWER LAMPS 1 1 1 I. P VP 1111 .,,. — V4' SAFETY LAM. GLASS - ® NTERIGR a 11 eB 1 e // © 2 t38- \ ` r EX suotLeAte I iH k T — -r I IN PEDESTAL LEG 1 - 7- k - CI R B U MP ERS O`o� S DETAILS V4 1; � U e - I _ J - - BELOW (TYP.) -Z _ - a' 135- _ = Q - FOR S AN G G GATES I li li I caNTIrIOUS PIANO _ /� Co a lap (V PER GATE -TYP. 111 § I SFIOWCAGE BALLAST I �1'd HUGE ® W .:�.< n ® U.1114 OUTLET iiie ' _ .� \ _ V2' Dla SATN BRASS I �' I S \ STORAGE CABINET / \r •% FOR P E TO LA S IN I •U -�; "---: '� � /K \ BELOW (TYP.) >'• ` /` LIGHT RAIL J III - - - . . - � � v J> ■ � �� ���� �\\\\�a \ / L L ABOVECnP i i ul � > y < ( _ .� / / � �. /�� /.� �,` , 7 I 1 in 11 . , R J" ` if' � I ' I I 111 DRAWER_G L1MEtAL SLIDES — Ai < > ioiiii iiiniiiii I�� / \/ 3 P . — - — — - -- — — _ t$T DEAD BOL LOOK /� - INTEPoOR PROVIDE 5' x 5 OPEN 11 NI 111. BY 'BEST' . �.� ) / O OF CASE ACCESS TO BALLASTS 1 1,1„ - Y) O ' .5 '�. y B5 �, Y �` `.LA i�i ,ii su B sI OFF / o ` / ; %i _ '. WHITE t t -800- 289 -2291) .. dd• �'. -11 t Al. ® DOUBLE ACTING SECURITY % � ACCESS DOOR ' PANEL FOR JOINING I n I FINISHED SA BRASS E. % ® SPACER - SHOWCASE SECTIONS L - a L A V4' SAFETY LAMINATE I � � , ® B ULLION ~ Er, GLASS FRONT AND TOP /h. ; \ \ \ \ \ \ \'1 \ \\ Ld ON TOP O U NDERSIDE SPACER 0` 0 PLAN 1/2•-1'-Ow � � ®� — LOCK STRIKE PLATE Y � DEAD BOLT LOCK C .L. BY 'BEET' ® RECEIVED 14.44 a � � CRVOFNK , NOTE: PLAN SHOUJN IS FOR REFERENCE OF TYPICAL ® DETAIL half full scale DRALERCN METAL SLIDES L APR 2.3 2002 CONDITIONS ONLY. REFER TO FIXTURE FLOOR PLAN TO <IF ' s VERIFY ACTUAL CASE LAYOUT AND DIMENSIONS. FERMITD£ ER V!' X I SATIN BRASS � _ PROVIDE OFF -AGATE FELT �• 1. FINISH METAL. ANGLE - .. • STRIP WHERE GLASS TOP I ROUTED INTO RAIL SO L6 E E V OSOO S RESTS ON TRIM (TYPJ i� THAT TOPE A FLUSH V4• x V8' DEEP - I Sv� IIII FELT STRIP AT T GLASS EDGE PANTED REVEAL _ - . � �. WOOD VENEER FINISH 1 ' ' F SHOWCASE NOTES: CUST FLOUR L G HT R AIL �i A RD�Ra RAILS 1 1 1 W( LI PPE D G CH AMEL AND DRAWER FRCt1T8 � 1 L d BASE Fr N SATIN BRASS FINISH I . IT 1 T HE RE FIX TU N OF THE FIXR G CNTRACTOR L OC TO DETERMINE TIE FIRE U THOR RATING TIES. � % OF CASE - t R EFER TO ELEVATION m Ld 1 ' RfGS11R FO R ALL R E W WITH A CODE AN EGEORGEMEM AI FOR COLOR ' 1 1 - '.' ... V4' SAFETY LAM GLASS y ' / SELECTION TO USE � i 2. ALL WRAPPED PADS SHALL BE R WW1 BOARDS TEMPERED BOTH SIDES. TWO SIDED TAPE GLASS FRONT AND TOP - ' -L- - _ • . TO BE USED AT EACH CORER OF PADS. LOCK STERE PLATE SET INTO RAW. B . • 3. FIXTURE CONTRACTOR TO SOFTEN CORERS CF TOP GLASS ON sHOUICAAES EASE INTERIOR L3 %N 1 r -a 1 /1• GIT G M ., . R. I = HIIM \ / ►� DEA BOLT LOCK FOR D°U.t9 { , ' 4. FROM ACCESS DOOR TO OR LOCKS DON FIXTURES TO PREVENT DAMAGE TO SFIOUJCASES ` ACCESS DOOR BY 'BEST' NOTE: ALL - SHOWCASE DRAUER INTERIORS TO H � AVE A 1�': n - S. FOR DOOR AND DRAWERS IN BHOUIGASES, ALWAYS USE DEADBOLT LOCK BY 'BEST'S CUSTOM sATIN BRASS 0% \ P OPLAR EDGE To -- 1' - WIDE CLEAR INSIDE DIMENSION, WHEREVER POSSIBLE. JUN 1 Z",312. Z",312. . ilia, `` FINISH GLAZING CHANNEL RECEIVE HINGE NS 14, �I , . . , ai -` •' � - AND SECURE rows. WITH LOCK STRIKE PLATES IN RAILS. � b. � F SHOWCASE SECTION 3•s w [) r� 1' 0" - . .. FIX1URE CONTRACTOR TIGHT BOLTS AT JOINTS BETWEEN SFIOLLGASES FOR TIGHT S -4- � iii ., D: J''S'CN; „ - .. 1. SNOU 48E CORING TO BE INStAL AND PREUIIRED BY FIXTURE CONTRA AN D V4 FABRIC GOVERcD \ iioii WRED TO POWER SUPPLY BY ELECTRICAL CONTRACTOR UPSOM BOARD IN \ \ \\ \01\ • \ \ \ \\��� - FINISH SCHEDULE - dfACH SECTION OF 9HO . UIGABE TO HAVE INDIVIDUAL 1.1L.' LABEL. I `I ® %`% LOCK STRIKE PLATE I \I SET INTO RAIL MI DEAD BOLT LOCK FOR © PLASTIC LATINATE, TEVAMAR' ARP S -1 -5T, ARTICLE UNITE, TEXTURED � T� DRAWER BY 'BEST L3 PLASTIC LAMINATE: S!AMAR'.ARP 111-2 -IT OCHRE TEMPERA, TEXTURED 4. - , .4 - NOT5S: 1 UIOOD GRAN LAMINATE. 'FORMICA'.. WITH LUSTER FNISH. FIXTURE' CON TRACTOR TO SUPERVISE NSTALLATION OF ALL ITEMS THAT HE SUPPLIES. ® PA� PANT (REVEALS " AT LAMNATEA 'BENJAt1NMOORE' .1104, LIMIT BROWN, R,AT ® DETAIL hal full scale GUT PAINT, MATTHEWS 'ACIMICPANYM6 400, ERILLIANT GOLD .4 - 17 F:IXTUf� 'CONTRACTOR SHALE. PROVIDE A MASONITE TEMPLATE OF ALL SHOWCASE AND ALL DRAWER pIr ORS TO HAVE WHITE:tM© MELAMINE FINISH "A. ' -. GASHNJR;4P AREAS TO GC. FOR USE N COORDINATNCs CONSTRUCTION OF ALL 7RApES, N AL H 10 H AVE BAtN BRA88 FINISH _ _ F : . 4' 8' -0' • 1' -9 VP V ' 1 3(4' 3/4 I'1 W I'-b tR V ' 2'-0• V ' P 6 V9' , I' -01/8' RECESSED - O T x 3)4' TRIM 4• Ql VI' x 3/4• TR►'I �� \ .. j 1, - , - Al T T x (T TR69 _ Soft. 2' -II 3/4• 4' I' -II' 4' 2' -A 3/4 L4 AT TOP ITYPJ +{ ` 4 Ai tOP (T P3 At TOP (Tl PJ 1 BASE F ACE � ,ANCTION BOX M WALL ESCUTCHEON PLATE "I; { S '' BELOW AT IS" AFF. OVER 11/!' DIA HOLES VENEER I FOR VENTILATION (TYPJ ., ! PANEL O I' L 4 --- V4•. X WV DEEP - 1 NM. , PANTED REVEALS II y it _ ® o tam j 3 I 8 j l ESCUTCHEON PLAT \ \ JENCEIKE O I ` OVER 2 !/1' D A HOLE LEG ° PANELS \... ; . FOR ELECT. ACCESS ADJUSTABLE 12 p 14 OVERHANG OF BY FL. w SHELF p � V 1 CCNTNJOUS SLOT M - CASE ABOVE \ ! DOORWTN TOUCH - \ BASE CABINET BELOW _ RI LATC AND -/ p DETAIL .1 FOR ELECT. ACCESS ;I WINTER CONCEALED HINGES - - J nt r, TE '! ' ® 1 1 / 2 " =1' - 0" W " C ONTRJJE PANELING C� - / / C L - lierA1� ON WALL- ASSURE 'A I / REVEALS A ALIGN HORIZONTAL ° • - / / / / THOSE ON ClgevED %+ CUT HOLES IN rt L4 2810 MUD A DOOR WITH CONCEALED NOSE I. .... PAHff1.ING a _ / / L4 2• � . REFER TO PANEL FOR ELECT. VENUE BY FL. o HPGES AND TOUCH LATCH r - DETAILS ON SW. f WALL SCONCE O y4 I' -A' . d CIAVRANN ONO 44115 ADJUSTABLE SHELVES \ / (5) I 1/2' DIA HOLES AT 6" OC. \ 0 I • U ti CUT SHORT TO PROVIDE ,/ CONTNUE PANELING CN EACH SIDE OF CARPET FOR I P -1' I I 1 C, O . 0 ELECTRICAL ACCESS ON WALL- ASSURE VENTILATION WIN ESCUTCHEON 2 -® AND VENTILATION THAT HORIZONTAL PLATE COI EXTERIOR EXTERIOR j L6 LZ q REVEALS ALIGN WIN I V4' X I/8• DEEP LAMINATE NTERIOR - S THOSE ON CURVED INTERIOR OF T-V. AND VCR AREA L2 I PANTED REVEALS WALL- REFER TO [ _J I OF T.V'NLR AEA {p L4 :' DETAILS ON SHT. C6 APPROX OUTLINE OF T.Y. AND VCR. I - .,_ J O O I O L2 ADJUSTABLE SHELVES L2 ' – a La B - Q ADJABLE _ E I I e+ L _ AND EDGES 1" DIA HOLE UV ESCUTCON PLATE ... - - -- - - " 1 ; / Y LEG SECURED TO TABLE TOP tl i 0 I s { r — - -- 1• DIA HOLE WIN II a k Zt ESCUTCHEON PLATE .219 0 " WGISTEP S f TABLE TOP a EDGES L4 , :AsHEIGRcfifIET:ti S I ACCESS SLOT HOLE CUT FOR I r - I T PREARED QUAD PHO E JACK / \ >am pp _ I I l • S S OUTLETS BY FG. r – ! f - /r , BLOCKING AS RECUIRED TO I TOUCH aL cHI. — / 1 © �j r , I 0 O 1 00 1 srATE c� . a ATTACH TABLE TOP TO CABINET i / L © O J I- �.) � � OO'J , L O' O' \ ' 1 ..': 9 ! � 6 . LEG TOP CAP L,4 O '° © y I I I _ : TABLE A' . DOOR tOUGHLarcH• ° �� O L4 x .. Tr I.- / _ BODY OF LEG ® I. 5 i ADJUSTABLE _ : `� SFH \ 2• /. ®L , pp EHNG N DOORS ` ., = \ ( r. T O UC�1 CEAL I'-ti _ / N BACJ CON � .. ME I/2 BASE OF LEG L4 - I I I - - - __ r I - �' / PMEL I \J 6 ITYP) . c g. in. BASE / u i 0 ■ ' ■ a C I� SECURE BLOCKING TO FLOOR I NN II I • RECESSED `. ( RECE•- • ® �- _Q Y ` W FOR ATTAC!?1EM CF LEG - I II S4 r / B AB E , n ® ■,� ®�� L4 BASE I i U ® ® LEG ® LEG ® L4 BASE LEG .. ((iii.. I 14.1 /� . n I -0' I 4' -4' 4• I I'-b• r-b 94' 2' -10 V4' , 7'-0 V7• 9/4' . 2 -f0 V4' : • O � delk 1' -0" SECTION 1 -0" • ® 9 PLAN 1 " - SECTIO 1' =1' -0' my ELEVATION 1' -i' °0° a. NOTE: OUTLETS TO BE FLEX CHANNELED NOTE: PHONE JACK TO BE SUPPLIED LOOSE ° F: w4 f�` { yyy��� }' �) ROOM //'� ft * \� 4 J/ �� }���) }�'�) TGXIETHER FOR FINAL. CONNECTION BY BY EC. AT 24• AFF. SO THAT F.C. CAN CUT %' L p � 1 l O y./ ROO 1 V 1 1 1 � T � J� i -i � j./ TA . IL.:- ( = - o. CENTER a C.ea AT WI ACC. I O AN al ',- le . I ........:..... - t3 MO! BJT INSIDE BOTTOM CABINET a .� N � ~ © a I 5 a • - % I I V4• MASCNITE I I . t SLIDING DOOR I - '-� ♦ /� I I PANELS BET M q V! I ADOSTABLE SHELVES p pW�� �, • I I TRAGIC S _ I SLIIDNG V DOOR PPAFELSS S - - - rim II Q .- - I - - 2 `, II '? -- ADJUSTABLE .`.° : VERTICAL DIVIDER I .^ - II ° SHELF PANEL BEHND DOORS y y _ RECENED 11 VERTICAL _ _ I T CITY OFiUKWILA ESCUTCHEON PLATE OVER I I NOTE: ALL EXPOSED DESK, SHELF DIVIDER PANEL \ 1 - - :. __ - 0 . ' APR 2 3 2OQZ 2 DIA. HOLE FOR ELECT. I I AND CABINET SUi�ACES SHALL r _ -� . ` L'2 AND PHONE ACCESS I I BE PLASTIC LAMINATE FINISH L2 r 1D \ ` I FLUOR FIXTURE PERMIT CENTER 11 AND ALL DRAWER AND CABINET / • R� VgageNS CABINET r - 1• ye - I INTERIORS SHALL H W AVE A H ABPE ITE MTV. TO C T r - 3I • }/4• 2'4 UN' s 2' - S VW 31, — — — — - - -1 MELAMINE FINISH. PROVIDE SATIN ddd " } 1 I I y. I BRASS FINISHED HARDWARE. V4 1• - 1 9/4• S.2• r e • V4 Il /2 14'-4 VI i iC ,V4 i . R LINE OF CARPET ABOVE # X'_ - SEE PLAN '4492' BELOW I I I LPE OF WALL CiTY OF TU1�LA ' I 1 I • 1 FLUSH TRANSITION BETUEEN - Q APPFO � ; 11 4'-" , I'S' TOP OF.DESIC AND SHELF a ELEVATION 1•-l' -0• . $ :.' r- JUN 1 4 c 92 0 I - ICU - o o _ a - / J , , - DRAUER su���,.ac ci�ft5'G')`' . !,_ DRAWER J .. . r-0' AOUSTABLE SHELF 0' - .L- y G m { V� ADJUSTABLE I '� 7 _ � -' .. ® �A��® fl DESK PLAN l'-1' -0' ° � , , , n ;, FII- EDRALER '_ `� ° IF ` 9 FINISH SCHEDULE - S H X L2• W OPEN:** IN PANEL I I I FOR ELECT. AND PHONE ACCESS I II - n I I I I JL J j m - � \ O� PLASTIC LAMINATE: NEVAMLAR' ARP 8 -1 -5T, AMIfiE WaITE, iEXiVRED r 'L II - � I ® : WOODGRABI LAMINA/Es FORMICA" •A212PC'; WITH LUSTER FINISH i L ` - - - - - - ` 1 Ij/p P -3• 3'-B I' VY -P 3/4! V4' 3/4," 1' -1'. V4• -0 3' V4' 3J 4 • . PANT (REVEALS AT ©4 LAMNATEA 'BB4JAMRI MOOSE' 104, LIGHT'BROM FLAT dd ye il V4• 4' -6 3/4' r4 S/4' ye 2'-0' 3' -2 Q GILT PANT. 'MATTHEIWA ACRYLIC PANT 46 -400, BRILLIANT GOLD NOTE: Al DRAWER AND CARPET 9tTERIORS TO HAVE U4dITE I•ELAMIE FINISH. I O • = . ® SECTION /ELEVATION 1 -1'_0• CABINET PLAN 1•=1P-0° ® SECTION /ELEVATION 1 1 0 rc • NOTE: FIXTURE CONTRACTOR SHALL SUPERVISE F 1 2' nN _ INSTALLATION OF ALL ITEMS THAT HE SUPPLIES. ' II P -n I/8" 2'-8" IED.BYK e L 11tI — —i 6 30' z SAFE: TA TL -30 � o .. • n 32'D O r � . _ I LJ E N C 1 ^4 I T 46 1A3 281W• I_ / ... . TENA B -- p � g � F. ( TENANT. SIBTALL BOARDSUPPLIED ED BY G.G Y DISPENSER G�Y'SC O E EC . ® '.' - DASHED LSE INDICATES - FETAL ALL _ <o CABINETS ABOVE COUNTER -I - IY SO. PANEL W/ - - - S ..' e r , € I BELOW COUNTER (TYP.) - D eiripep FOR BY 5 v 4 $WE -• � , 0 I AIMEE �tN�GL LITE Cr BRAQ(ET e �' 3• _• DETAIL AT RIGHT � __ �EMli�a► 6110 44115 I-- LINE CF SHELVES _ /''� ABOVE COUNTER T2• • W • 3/4' FA THICK SCOD WITFI�u/ LAM. FIN W ITN A 6' DIA " OR 6' 9O. P i La. TO SIN( BY GC. O T J � : . THE CE ATTACH CLACK R DISC ATTACH WITH (4) U4' DIA x 3° LONK. - I H 2 1!1' HOLE N EXPANSIOANSK FA N BOLTS AF AND THAH THE DRYWALL N PC. COUNTER II • COW+TER TOP PARrma _ WALL AFTER TH S E SAFE FE HAS BEEN PLACED TO o P r - _ '® _ , _ _ _ FOR ELECTRICAL ASSURE PROPER LCL^ATICN AND PLACEMENT ON WALL. SAFE'S ACCESS (TYP.) HANDLE OR DIAL MUST HIT THE CENTER OF THE RUBBER ' 'STOP'. (SUPPLIED AND INSTALLED SY THE EC/ VENOM F.C. TO PROVIDE OPENSGS ALONG 3° D. HOLE IN SIDE MACHINE BACK Cr CABINETS FOR . PA NEL NEAR WALL BACK r FROM F TO COFFEE - - - - i y 1 , p SAFE DOOR STOP DETAIL ; MACHSEAT END OFCOINTER � + A - .. ' -- y u no scale j MICROWAVE OVEN I I - SUPPLIED BY TB+ANT N _ I I REGISFEKe .` tENANt L I I ARCN [7ECT j NO ALL CABINET, SHELF AND COUNTER SURFACES 3/4^ MDR. BOARD CONSTRUCTION SUPPLIED t INVENTORY CONTROL OFFICE TO BE PLASTIC LAMINATE L2 SECURED TO WALL WITH (6) I/2 LAG SCREWS AT 6" O.C. GC. TO PROVDE ;ar WOOD BLOCKING AS RS:MIRED T,6" - COFFEE MACHIIIE - STATE GF alASNI!!&TBit L . IZIF INVENTORY OFFICE PLAN 1/2 " =1' -0• ,, - tiz4►NI ROOM � 1 I 4 p n NOTE: ALL CABINET AND COUNTER SURFACES IN L - - J h LAY- CEILING AT S' - m• AFF. �`� < - \\ \ \ \ TRA ROOM TO B L2 E PLASTIC LAMINATE r \ \ NOTE: ALL CABINET INTERIORS TO HAVE WHITE ` �� MELAMINE FINISH. - - ® m 0 ti 36° / LQ$CW/S 'r hIONT BOTTOM M LSE WTH i T cERM71c TILE i. AT 48° AFF. °.. 1 ®. ® C � n I T SUPPLIED BY TENANT J I no scale r - - - 1 r - - -1 F 1 �;'� T ■ TOILET ROOM SHELF o sc - ? �. 3'-6 OC. I 3' -6 . OL. I 7 _ _ — w r_9• - 0 3/4• PARTICLE BOARD SHELYES ON CABINET FOR TX/VCR 0 = w M DIAGONAL WOOD SUPPORTS SCREW AND TAPE STORAGE. 4)164 cn � FASTENED TO WALL � m - _ . g zt v I I \ C TENANT, R B SUPPLED p • L •V 3 r • -3' D. HOLE M SIDE I I ® : PANEL NEAR WALL COUNTER I I FULL -OUT SHELF SUPPORT I I T.V. I I' -9' -.. - V c u cop .. r � / ON METAL "GLIDES^ BRACKET - L -- - _ - - J 2 a E z I8 OPENING ACC BACK - ., _ r FOR AND I . OF CABINET FOR ACCESS TO - 0 r DUPLEX RECEPTACLE AT 3 •1 f '-4" AFF. 82 i o I VLR I i 9 I5• DEEP SHELF uWTFI HANGROD 3 Y 0 E L EVATION 1/2 ° =1' -0" _ ��, ADJUSTABL SHELVES \ l ' -e . } �- CRYCFN...., N A P R LAY-IN CEILING APR M - 1 TRAINING ROOM PLAN "1/2• -1' -0° APR 2 3 2002 9 HINGED D OOR / in MAGNEE TIC CATCH H - :0 ' BOTH SIDES Cr CABINET PERMfT CENTER TO RECEIVE DOOR Y 0 r-4 2'a 2-a 2-6 r 4 r 6• p.p• G L�NIOS[IOfnlS 36° LONG FLUORESCENT FIXTURES .. - ON LAMP COVER AGANST WALL. f - -- - - - t. - -- - - -_ - — - ® ® 1- • b ! I ' S T S � - - - - � I I �- SECTION 1•-l'-0' 0 ELEVATION 1 1 0 :. L ABLE f I� ' . 3/4° PARTICLE BOARD SHELVES CN !rPcRTS `" - - . - - - - - -- �s1 - Q DI fi it MICROWAVE OVEN SUPPLED COTE MACHINE �r I FA T 4 I' S I N O O I 1 � ./ T 7 J L S _ I I I ' ' S'• DI _ BY TENANT QI+'oFS+ I HELP SUPPLED BY TENANT N I . I _ _ ��® I ,v D,,,'ts-c'T` 46 l/8 °H i I SA TATL 30 ■ x 28Ux 32D. A I I ) i i ' At' 1 r. • S L 2 PLASTIC LAMINATE, TEVAMAR' A 8 -1 -5T, ANTIQUE. LLHITE. TEXTLRED - ;.I ® I ' \ . / ®I ... 1 e " . F ® ® VINYL BASE: 'ARMSTRONG R1 MID GRAY. (RAT AT CARPET, COVED AT VC.TJ , , CO SUPPORT FILE CABINET SUPPLIED - BRACKET BY OWNER O VINYL WALLCOVERNG: 'JMLYNNE NEUTONE5 6 3P- NN445, HAITIAN COTTON, BUFFETED r -0• r-e• I.. 2 -b 6'-O' O - AND INSTALLED BY GL. AA" OPEN BELOW ++" . ` Q SECTION AT SINK z ELEVATION 1/2 ° -1' -0" BASE CABINET AND MICRO. SHELF NOTE: FIXTURE CONTRACTOR SHALL PROVIDE (IS) EIGHTEEN EXTRA °s ° NOTE: F.G. TO FIELD t �I f ! C SATIN SRASS FINISH GROMMETS FOR 2 I/2" DIA. HOLES t0 BE FIELD ® ELEVATION 102 1 -O CABINET FOR WATE INESDR41N3 I N Y' I O CONTROL OL I y. �/ INSTALLED AT LOCATIONS DETEf�11NED AT JOB SITE BY 'STERLINCs'. F14 AND OUTLETS, PER G.C. INSTRUCTION 15/8" STEEL CLIP / 15/8' GEILNG LINE _ - �_ ti� ®® -.. CEILING LINE ■ ...,.. .--., ,--,-, - - ..,--ie --- ---"'. I STEEL CLIP - ®'. . III 14 1/5, THICK ALUMNF7 ® ® r I 1 I cEn rw LRE ■ / MIA RFWSHED TO . ® - S' II s MATCH 'STYLMF''D0 �,. ;;;r NA - - I` t I j ° F f, r • , • � 9 - ,.., X,3/4 WOOD TRIM � �. 0 V ��U V -.. 'pi _ iVF _A I, UMNJ M LKaHT REFLECTIV ® � ®. - ENAM E t 0 ) 2 yam p � _ w 1F65'i V '1= Co •' - �1 I -{ {. 3 DIAM. X 3/8• THICK .. �I - : y ' , I I �f/ ; 1 V2' M DF. REN'IOVABLE FR E LAY muRAL . HIGH OUTPUT MACHINED ALUMINM r , I - LYY' W 1F is. ■ •• DECORATIVE NJT. BOLT ® _ r 1 : - III I . I P TO HAYS.:" IffBGENT - EATT ON TOP OF - �. { 6 - • v - ■ �1. 81- 0GKRYa _ .. c i::: - ' 1/8' X.I V!' BATA BRa86FWW841 / U.ELDED TO FRAME -- � , / it V II ' i - - LASS UATH TUIO (2) VINYL Ni ! f/ - VY BAact. BOARD CN i -V1' Tit _ .. ` . p FILMS -- SAN®BLASTED c gL OCKRYs'A$,REtinFiED TO MQNt ■. I (FRONT) AND DWii1SER - . "■ [ ® 19 Bi ■ ® SEGJIELY TO WALL r SE -BACK IIwt ■ , � ,.�' - .: II . A 4 O � \ ■ l a I MOLNT 6' X 6 PRODUCT FNOTO + . 7 . n d - _ I ! o° v Pl�ace sr rET ' �aL P a Eb ` _ FR F INISHED TO 1 IIjI' I I AT TOP AND BOTTOM ANG sr iD MATCH 'STYLATAR K' • 20 +. BtFFED SATIN NATURAL ■ B OY£RLAPPNG PRATE ON WES ‘....:ans. AT S OF TUN( Q . 3/4• DIAM. X 3/8' THICK h' -n V4' /1.4. - I r�ET SATIN BRASS P311614 . n MACHINED ALUMNIPt II DECOR ATIVE WT. B OLT _ . ■ ' 1r A AND SPACER TO BE V2• - - ■ f I l l _ L�L ORA E -- Milk ELEVATION 1/2• 1' -0' ® MDF.REFIOVABLEPRAE ,. NIGH OUTPUT - USE LIGHT GRAY FELT AT ® FLUORESCENT ■. , : ALL GLASS CONTACTS. ` TUBE Ill © .. I ��vv HAVE Til 318• POLISHED PLATE O7 ■� , t l � 3/4 MDF. RECE88ED FRAAERI_1UR1 .::' � , .. n ■� GLASS WITH IWO (2 YNl'L _ _ //�\ FILMS -- SANDBLASTED Z . / \ I . (FRONT) AND DWFUBER "• 3/4' MDR BACK - - 0 - . \ .1 PA L (BA CIU PANEL LAMINATE WHERE .: - � ° k iB' -n v4 (BETWEEN MALLS, FELD YERFC) : ` g �,- C 0 � ,. 2' - I 3/4 4' -P V 6'-43 V2• 4 1/5 4' -F Y- 13/4' ■ f _ Q = w 1 1 T i r = m Q 5 - r� - - ` '. '� P A N TED , R EVEAL `` ■ y PP= �0 _ V2 II FACE O F WAL 3 ''' FACE CF WALL - . f � = till' - © - ®- SEE ENLARGED PLAN CJF16 - ti - ( CI) 3/4' MDF. 6.48E W _ BELOW FOR DETALS APD NOTES • - 9 _ _ ; ; ; ® ® I I /8' THICK ALUMINUM LIGHT >L t „ - - M BOX PANTED REFLECTIVE _ - _ CD ,_ ca __ ( _ W -- S _ WHITE (FLAT ENAMEL) 1/2' P - • 6' i;ii B ed ATTACHED TO ® PLAN 1/2 - 1' �/ ' BALLAST E N T 1 I - m ` SECTION 3' 1' -0• a -;` c� cep , 1 FLUORESCENT 1 - --: a y', ci t \ I j'_ L LOGO NOTE VINYL FILM NOTE = NOTE WATCH MANUFACTURER LOGOS WLL BE DECIDED BY 4 .. 2 STERLING INC. ON AN 'S NDRIEUAL BASIS. SIZE APD LOCATION VINYL RA TO BE APPLIED TO OLA88 PANGS i8 AS _ / / /fin\\ OF LOGO TO BE DETERMINED BY JENCEN ARCHITECTURE FOLLOWS• ALL 3/4• M BY i DF. CONSTRUCTION - —. ' I " V Au Loose wLL BE V.I THICK PVC CUT OUT LETTERS WITH FRONT OF GLASS TO RECEVE FROSTED 3M 0-724-324 FIXTURE CONTRACTOR -REST 7 bc) 3/4' MDF. PANEL A PAM RANH TO MATCH %TYLMAR (' •120: - BACK OF GLASS TO RECEVE DIFFUSER 'SW •84336 -70 OF WALL BY .SIGN. CONTRACTOR _•' c RoPEruK 2 F $ _ APR 2 3 20 002 1 '• ' E 1 - PERMIT CENTER . �� _ BACK WALL VOSUOIJXIS 's _ 4' X V8' DEEP BY FIXTURE BY SIGN BY SIGN BY FIXTURE RURE By FIXi BY SIGN - BY SIGN BY FIXTURE CONTRACTOR REVEAL CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR MD X 6' X V CONTRACTOR CONTRACTOR CONTRACTOR _ /i / r - -l` 0 3/4• MD BABE I2' -13/4' 4' -N LIGHT BOX AND FRAME 6 V8' 6'-6 t0 6 V8' 4 -N LIG HT BOX AND FRAME E !2' -I 3/4' /4 THICK 117 _ • _ BOX • '3 BACK WALL - BACK WALL PANTED REFIECTIVE A .,......... D CLEATED .. ----- ` ■11��11�� ■ ■ ■11 ■ ■11■ ■III ■ ■11 ■ ■II■■I I■ ■11 ■ ■11 ■ ■11 ■■11 ■ ■11■■■■O 1111111•111111111111111N1111111 � ■ii• ii ■■ISu ■11 ■ ■! ®■111■ a ) 6 va'r _ 11 ■ ■11 ■1 ■ ■ ■��11��11 ��III��11��11.� _� � �` � ` eox (sr SAN CCNTRACTgR V2 BACKING 3/4• MDF. BACK r • ■ NOE MALL - H K a H OUT . BOARD C N 1 II/2• • PANEL MI . — - Q f �uoREecENr TH. BLOCKING AS LAAMNA,E WERE ■ n' • 9 @I - ABED TO Y DO.08ED® ■ , SECTION 3' - 1' -0• - - Ell ■.� � '� �e T ® • m — pal_ _ TO WALL ��® - S = _ — u u u u u u m � jUf I. D �o SJ ■� FINISH SCHEDULE s' u0. L� r -n 3/4� e✓8' - \ WOOD GRAN. LAMINATE: NATE: `FOR MICA" ••A212PC WITH LUSTER FINISH. - 53/8 4• �, 5' -n' �, 4° 53/8• P I' -n 3/4• . PLATE G --."""' r . - I 'L�, _ V2" V? LATE Gl..4 'C V2 LASS � , g,,._-,., L5 PLASTIC LAMINATE: 'LAMNART' PEARLESCENCE 4406 -G, GOLD LEAF, GLOSS \—. 3/4° DIAM X 3/8• ?HICK 5 3/8• WIDE PANEL 1 V 51 D 5 ' 6 ' 4• V2• X 1/b' me RECESSED 3/a' POLISHED 3/4•,HICK I'IDF BOARD WTH O L PANT (REVEALS AT 4514 VENEER), 'BENJAMIN MOORE' Mm4, LIGHT BROIW, FLAT MACHR�ED Aug-ow WITH LAMINATE • ' 5 REMOVABLE PRAM PRODUCT PHOTO SATIN BRAS%. FROMA REnD PLATE GLA86 U1TN WOOD GRAM LAMINATE - - V2' X v2. TRIM WIT DECORATIVE NUT. BOLT AND - FILMS O .. BI WOOD GRAN LAMINATE BASE: FORMICA• •A2121PC WITH LUSTER FINISH. WOOD GRAN LAMINATE SPACER TO BE VY THICK ONE FA YiL M�Ai 1U10 E -- TRIM t0 COVER (2 8A►Jp6LA8TED S ORE AL T ® - PIECE UELDED TO FRAME -- GAPS Q (FROM) Ate .. USE LIGHT GRAY FELT AT ALL DIFR!liER,(BAO1U GLASS CONTACTS. DETAIL PLAN 3 ' - , 1' -0° F 15 - 4114H . . , - - ( LIGHT FIXTURE SCHEDULE ELECTRICAL SYMBOL LEGEND GENERAL NOTES - ALL PLANS DESIGNATION 1 DESCRTION VOLTAGE LAMP WATTAGE I DESIGN WATTAGE - Stt1SOL DESCRIPTION I n (( - �' nV ! Al 0 "KURT VERSEN" DOMLIGsHT: C- 13028& WITH GOLD ALZ4K TRIM LAMP TO BE: 120 VOLT S0 W BOON di) w 1 UNLESS 2 NO GPFDIEPoNSE DUPLEX � RECEPTACLE MONIED 18° AFF, L FINAL AND E CEN TS TO ALL N LA Y IN CEILINGS AND RECESSED E Lf V �J L! V INCANDESCENT FI ALL N LAY-IN IIJRE5 ARE CE 6 E MADE GE. 80PAR/14/FL25' OUTDOOR FIXTURES MUST BE 'DAMP' LOCATION" RATED. WITH GREENFIELD FLEXIBLE CONDUIT. GOLD A I.NLKsHi - 1302 : C8& WITH TRIM LAMP TO BE: ® SPECIAL PURPOSE OUTLET. MOUNTED IV AFF, UNLESS NED OIHERUSE "KURT VERSEN" DOI - A2 0 120 VOLT 8091 150W mm 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT /,� I7/r�M�SPI�/�rj�p fffo7i� GE. 80PARMIRMPIO' W 220A - 2 ISOLATED GROUND TYPE DUPLEX RECEPTACLE MONIED E AFF, OF W LOCATION LIGHT FIXTURE LAY -OUT. CONTRACTORS TO CORRELATE UTll�i W p 11 LSI�J o I�JUT116 A3 0 "KURT \ERSFT4' DOU.N1 PT: C- 130219& U11114 114 GOLD ALZAK T LAMP TO BE: 120 VOLT 80 W 6091 NOTED LOCATIONS Of LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE RETAOLS DEMON GE 80PARMIR/FL30' A SPECIAL TELEPHONE OUTLET RJ-I I DUPLEX LIKE, WITH REFLECTED CEILING LAY -OUTS AS REQUIRED AND DIRECTED 131 0 "KURT VERSEN" ADJ. DOUNLIGHT: C-13108G WITH GOLD ALZAK TRIM LAMP TO BE CO VOLT 80 W 25IDW MOUNTED 18" AFF, UNLESS NOTED OTHERWSE BY THE ARCHITECT. GE. 80PARM/FL25' 4 SPECIAL TELEPHONE OUTLET RJ -45 FOR CASH AND CREDIT 3. ALL DEVICES, EQUIPMENT, FIXTURES, AND THE LIKE, MUST BE GROUNDED p Wp B2 0 'KURT VER'EN�� ADJ. DOUNLIGHT: C- 131019& WIN GOLD ALZAK TRIM. LAMP TO BE: 120 VOLT 80 W 25091 - MOUNTED IS" AFF, UNLESS NOTED ORERUSE 1SE OF A PROPERLY SIZED GRONDINICs CONDUCTOR MECHANICAL/ 2860 EUCLID A V ENVE GE. 80PARMIR/5PI0' 83 0 `KURT vER`'UN" ADJ. DOONLIGHT: C- 13108& WITH GOLD ALZAK TRIM LAMP TO BE 120 VOLT 80 W 25091 TELEPHONE JAOC lRJIU. MOINIED 18" AFF, IlNLE55 NOTED OTHERWISE E BONDS OF THE METALIC RACEWAY SYSTEM SHALL ALSO �L459 L51s/:.mal� 0010 OM GE. 60PARMIRFL30' ® CEILING EXHAUST FAN BE MANIAINED. "KURT VERSEN" LOW VOLTAGE DOONLKGHT: K- 130186 -R2 WITH GOLD ALZAK TRIM. 4 . REFER TO MECHANICAL FLANS FOR EXACT LOCATION E MECHANICAL CI O LAM TO BE GE Q11MRI6 /CM5P15' EYF 12 VOLT 50 W - 1 1U O HOT WATER TANK EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE PHONE a rant©11s9 WITH THE NEC, FA° Xe 21 ej8t 34 E O 'KURT VERSEN" DOUNLIGHT: C- 1321196 WITH GOLD ALZAK TRIM- 120 VOLT 55 W 15OU Q WITH OVERHEAD GRILLE MOTOR SAFETY SWITCH LAMP TO BE GE. 150AA35W1 5. REFER TO DIV. 15 SPECIFICATIONS, HVAC PLANS MUD PLUMBING PLANS FOR ADDITIONAL ELECTRICAL WOW AND REOJIF£MENTS. 'KURT VERSEN" WALLWASHER eE- 15288G WIN GOLD ALZ4K TRIM. LAMP TO BE: ISIS I CREDIT INVESTIGATION TERMINAL J3 0 GE. 80PARMIR/FL40' OUTDOOR FIXTURES MUST BE "DAMP LOCATION" RATED. p0 VOLT 80 W 5091 6. REFER TO "CONTROL SCHEMATICS" CN MECHANICAL DRAWINGS FOR D• MJ2 O ISOLATED CONDUIT CONECTION PONT FOR ¶05" TERMINAL ADDITIONAL CONTROL WIRING AND CONTROL CONNECTIONS. 44' O FY g t $ T2 - - ABOVE MD UNDER COUNTER FLUOR FLIPSTRIP- "HE WILLIAM 15-2-11-0C-00 (24") IT W 11 W w � .� �o G T3 - - - HE. WILLIAMS 15- 3 -15 -0C -120 (36°) AND HE WILLIAMS 15-4 -32-00 120 (48°) CO VOLT 25 W 25 W ^ ELECTRICAL PANEL MOUNTED 6' -6° APE TO TOP 1. ALL RECEPTACLES 81401.1N BACK -TO -BACK M ` `_ WALLS SHALL BE ,,, j x LAMP TO BE: OSRAM SYLVANIA F011/835 (24°) OSRAM SYLVANIA F025/835 (36') 32 W 32 W SEPARATED BY 8" MNU'RJM - - U T.4 - - - - MD CRAM SYLVANIA F032i835 (48") TYPE TS' LAMPS. SIZE AS REQUIRED 7 ❑ TRANSFORMER N 8. WIRING N PLENUMS SHALL BE PLENUM RATED OR INSTALLED M CONDUIT. f 3 �r� cc T5 - - - 4' LONG DOUBLE TUBE FLUORESCENT STRIP FIXTURE: 'HE WILLIAMS" 16 -4 -23200 p0 VOLT 60 W 30091 DISCONNECT SWITCH - SIZED AND RATING AS REQUIRED FOR EQUIP MENt SERVED q BRANCH CIRCUIT WIRE SIZES LAND CONDUITS) SHALL BE INCREASED LAMP ` N �-' : °'• LAMP TO BE: OSRAM SYLVANIA F032/835. FROM 71405E INDICATED ON THE ELMS 70 PREVENT EXCESSIVE VOLTAGE . 0 MANUAL MOTOR STARTER WITFI THERMAL OVERLOADS MD LOOKING HASP DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES Of MOWED 48" AFF, UNLESS NO OTHERWISE -. - SUFFICIENT SIZE SO THAT VOLTAGE DROP BETLLEEN THE PANEL AND U WIN OPAL SATIN GLASS. LAMPS TO EE: (3 -- DECORATIVE HANGING PENDANT: COR:E(3 (3) GE 1004 (40LB FIXTURE) LIGHTING 5255M00. OLD BRONZE FINISH p0 VOLT 300 W 30091 THE LOADS DOES NOT EXCEED A LIMIT A OF 3 %... �- - Q THERMOSTAT DECORATIVE 1-1MGNG PENDANT: COR9ETT LIGHTING 5254M00. OLD BRONZE FINISH 120 VOLT 300 W 300W O MD. WIRE SIZES SHALL BE BASED ON THE 60' C. FO R WI TIES( FOR WIRE V WITH OPAL SATIN GLASS. LAMPS TO BE (3) GE. 100A (40L5 FIXTURE) ® GRILLE KEY SWITCH SIZES N0.14 -1 AEC, AND 15'0 AMPACITES FOR WIRE SIZES 1 110 AEG. AND LARGER WALL SCONCE: CORBETT LIGHTNG 93292. ANTIQUE BRASS FNISH WITH WITH ® JUNCTION BOX. -STIED PER NEC ^^L`` W OPAL SATIN GLASS. LAMP TEE: GE. 100A 120 VO_t 700 W 10091 1T. CIRCUITS MAT BE MULTI- PL.EXED N CONDUIT PROVIDED WIRE IS W 20A - 120V/211V SINGLE POLE TOGGLE SWITCH MOINIED 48" AFF, PROPERLY DEFLATED AND CONDUIT SIZED PER CODE UNDER NO X D WALL WA MOUNTED FIXTURE: SEAGULL 4805 -05 $ UNLESS NOTED OTHERWISE CIR7IMSTANCES SHALL MORE THAN (9) CURRENT CARRYING CONDUCTORS >4 C Q 120 VOLT 25 W 12091 LAMP TO BE (3) &E 25A � RN MA SINGLE CONDUIT. AA`` 6T , n DUCT -TYPE SMOKE DETECTOR MN RET• OTE TEST STATION PROVIDED AND L W Z EXT. MID RIM. IN TORCHIERE CAPITAL: 'ECLIPSE LTG NC' "CL4R14/5W/120ANFF/EK/''L. p0 VOLT 50 W - 505 INSTALLED' BY ELECTRICAL CONTRACTOR - INSTALL M DUOTUORO p. ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC /�\ 0 LAMP TO BE "VENTURE" 111.50,11/3K CLEAR Eli MEDIUM BASE. PER CODE. COORDINATE EXACT LOCATION WITH 5560 CONTRACTOR TABLE 250 -95. M ADDITION, WHERE AN ISOLATED, INSULATED GROUND IS V/ "HE. WILLIAMS" U3G -524- 33200 -36$ -120 AND MANUFACTURER PROVIDE CONDUIT AND WRING NECESSARY TO SHUT- REQUIRED A SEPARATE GREEN GROUND SHALL BE RAN FROM THE PANEL Q CC 2 X 4 LAY -N FLUOR FIXTURE WITH 18 -CELL LOW IRIDESCENT PARABOLIC LOUVERS. TO VOLT 90 W 9091 DOWN A/C UNIT UPON SMOKE DETECTOR ACTIVATION. GROUND EATS TO THE ISOLATED GROUND CONNECTION GE1HE DEVICE. CD n MINI.... LAMP WITH (3) F032 /835 T -8 T -5 WATT -MISER COOL WHITE LAMPS. IN NO CASE SHALL THE SYSTEM GROUND (WIRE AND ASSOCIATED CUTLET BOXES, CONDUIT MD BUILDING STEEL) BE ALLOWED TO CONTACT THE ��_ "HE. WILLIAIS° U-022-24019X-33-5-120 ISOLATED GROUND (GRAN WIRE AND DEVICE). U.1-ERE CIRCUIT CONDUCTORS CC.) ••• 2 X 2 LAY -IN FLUOR FIMURE WITH 9 -CELL, LOW IRDESCENT PARABOLIC LOUVERS. 120 VOLT 55 W 13591 F HORN/STROBE MIT MOUNTED 80° AFF. TO BOTTOM ARE PNGREASED N SIZE . FOR . VOLTAGE DROP, NE GR7WD WIRE SIZE ELI LAM' WITH (3) OSRAM- SYLVANIA" FT 40 DL / 835 / RS. SHALL BE. INCREASED PROPORTIONATELY (ACCORDING TO CIROAAR MIL AREA) UNIVERSAL MOUNT, IHERMOPLASTIO. LED SELF POWERED EXIT SIGN. DUAL LITE ESRUU -SG 1=1 MANUAL FULL STATION MOUNTED 48° AFF. TO TOP. FROM THE SIZE REQUIRED BY NEC. TABLE 450 -95. JJ1 ® 120 CONTRACTOR TO 000RJNATE MISER OF FACES 4 DIRECTION OF CHEVRONS % 120 VOLT 25 5 25 W B. ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL AND LOCAL ELECT SAFETY CODES. 16.., JJ2 ® "LITHONIA" EDGE -LIT EXIT LIGHT 1-RP 5 I RU R4 CO EL N TM WITH A SELF- CONTAINED 120 VOLT 13 W 5 W ® CEILING MOUNTED SMOKE DETECTOR p 0 t ri1 BATTERY PACK - 14. ALL ELECTRICAL ECU IPMENT SHALL BE UL APPROVED AND BEAR THE UL STAMP AND C l) JJ3 ® 1I114O414 EDGE -LIT EXIT LIGHT TRIP W I RU RA 50 EL N 1M WITH ASELF- CONTAINED 120 VOLT 13 W 5 W Q FLOW SWITCH SUPPLIED AND INSTALLED BY SPRINKLER CONTRACTOR SHALL BE COMMERCIAL GRADE. DO NOT COVER LABELS 51114 FERFERAL MOMENT. U) P. BATTERY PACK TIME LAPS C. 6. LAY -OJT Of CEILING FIXTURES TO BE VERIFIED WITH TENANT PRIOR TO ACTUAL ROUGH -IN. al__ "LITHCNIA" SDGE -LIT EXIT LIGHT tRP W 2 RU DA 120 EL N 111 WITH A SELF-CONTAINED CO SWITCH SUPPLIED AND INSTALLED BY SPRINKLER CONTRACTOR Ic, E.C. TO ICE ALL ELECTRIC- AND CONNECT O IS INMOST,. 44Y9LY'_ASE LIGHTS* AND as O JJ.4 ® BATTERY PACK DOUBLE FACE VOLT 1.1 W 5 W E MICE POWER AT CASE JOINTS D BALLASTS, DISPLAY WINDOWS AND LIGHTBOXE5. f • 3 A ,e ` • L N AM ��.N 3 T KKJ 0 SMALL APERATURE ADJ. ACCENT: "ARDEE LIGHTING" eDL 21 GGG (I) TW -500 >911R FOR 50 VOLT 31 W 5091 11. E.C. MUST PROVIDPROVIDE A 5' -0" FLEX CONDUIT 0114 WIRING EXTENSION FROM BOTH FLOOR f W co EACH FIXTURE LP: GE 031 MR IS / C / NSF 5' EM. AND WALL STUB -OUTS FOR FINAL HOOK -UP TO SHOWCASES. EMERGENCY LIGHTS*: IS. EC. SHOULD CONTACT THE PROPER MANUFACTURERS DISTRIBUTOR FOR LOW - VOLTAGE = T1-12 R MU. (1 /HEAD, SELF - CONTAINED BATTERY PACK BY LITHONIA Y 5111-2 INFORMATION AS REQUIRED. ry r /j i 1113. !Z) HEAD, RECESSED, SELF -CANT. BAIT. PACK ASSEMBLY BY LITHONIA SLR-2. 110 VOLT N J r . (2) HEAD, RECESSED, TO BE WIRED AHEAD OF LOCAL SWITCHING. 25 W 2591 19. EL. TO PROVIDE SEISMIC BRACING FOR ALL LKGHi FIXTURES PER LOCAL CODE REOMTS. ALL "13 •' ALL LAMPS TO BE 25 WATTS. ELECTRICAL ABBREVIATIONS ` ALL EMER LTG FIXTURES, EXCEPT 1'113' TO BE MOUNTED IT BELOW CEILING. ^ 2 WDERSHELF LIGHTING: 3' -0 LONG FLUORESCENT BY LITHONIA TN25 ^ S PPI " U0 VOLT 25 W 1591 A ` c W s "FINESSE" LAMP WITH F25t8. AC AIR CONDITIONS* SS I I UNDER CARNET LIGFITN& 15" LOYs HALOGEN - LIGHTOLIER ILLUMINATOR TO VOLT 50 W 80W AFF ABOVE FINISH FLOOR 551-1012 N 55112 (4) 20111 G4 2-PIN 12V HALOGEN - CLEAR INCLUDED AFG ABOVE FINISH GRADE V A141 AIR HANDLER MIT 1 L_ GENERAL CONTRACTOR TO SUPPLY ALL PARKING LOT LIGHTING SEE DIG E -4_ SKR BREAKER RECEIVED TENANT TO SUPPLY ALL LAMPS AID FIXTURES AS SPECFNED. (EC. TO NSTALLI C CONDUIT - CAN CONE TELEVISION crtv oFTUIn"nw ^ . AI I..1 1 EC. WILL INSTALL D PREWIRE TYPE ICI' AND $11(1' FIXTURES N TIER FIXTURE WORK CFI CABINET SEATER APR 2 3 2002 MIN FINAL CONNECTIONS TO ELECTRICAL PANELS TO SE BY EC. CU COPPER EC ELECTRICAL CONTRACTOR PERMIT CENTER CONTACT KURT VERGEN AT (200 664 -8200 EF EXNA151 FM ELEC ELECTRICAL EtERGEN EMMT ELECTRICAL LL METALLIC TUBING R E V O Z O OO M S EEC ELECTRIC WATER COOLER F RISE fC FM COIL MIT FLUOR FLUORESCENT GC GENERAL CONTRACTOR GFI GROUND FAULT NTERRIFTS* PROTECTION 910 GROUND HID HIGH INTENSITY DISHARGE HP HORSEPOWER J -BOX JUNCTION SOX KVA KILOVOLT AMPERE OU KILOWATT E MAN MASTER ANTENNA TV - 0 MC MECHANICAL CONTRACTOR MCC MOTOR CONTROL CENTER MECH MECHANICAL 555 MAN SWITCHBOARD F MTD MONIED - NIC NOT IN CONTRACT 2/" 1 pe7 IL NOT TUTS. NOT TO SCALE PVC POLYVINYL CHLORIDE PNL PANEL ..k 7 OR P PHASE /2, �.O '9R TV TELEVISION 4,v/P4i/ 9 TH W LION UNLESS OTHERWISE NOTED � ` f P( //, 4 1 �� a UV MIT VENTILATOR RFD V VOLTS o VAV VARIABLE AIR VOLUME N W WATTS WP WEATHERPROOF TYPE DEICE (NEMA 35 RATED) E X'FMR TRANSFORMER Ye V B MI Z 8 THORSON BAKER & Associates, Inc. Ce Consulting Engineers E 0 i K 7010 West r t' Rood 330 669- fi666'Ph. E = RiohfielQ Ohio 11266 330 669 -fi676 Fax E _. i 0 0 • 2°C. WIPoYLUARE FOR TELEPHONE . ' SERVICE BY EL. CONTRACTORS "G -I" "C -3" 1 VERIFY EXACT ROUTING 4 AND TIME CLOCK _ OUTLET BOX FOR TERMINATION LOCATION WITH TELEPHONE ELECTRICAL PANELBOARDS JACK ONE/DATA ( i' CO PRIO T O BIDDING. SEE ELECTRICAL ONE -LME JACK (11P) L4-21 DIAGRAM ON SHEET 'E -5" (TYPICAL) - \ . � CONTACTOR "C -4" I • � ® ❑L ®L.MILJ -- @' - -= I L -2511 -- Ilr 1 1 ni l ] �� m! , o! .. :' I L -10)2 r 0M• L _ 1 • L � . "�. ° " ° T 99 t p j � -\ IG LA -© -- I L n _ ( �1� ACLE5 AT i P � \ i 2 �6" - - - - — �Q m (3) QUAD RECERr lJ lJ v �`�J LI ♦-r 11 P - F� C PRE -WI TO BY -- H 1 * L -la 1 .. ' 1 1 RECEPTACLE • - I II i I _. — i�� j J -BOX AT l " A F. FINAL - COPIER - COP 1 2' -6" _ o L -3' I� JON $Y{ EE- o � -- SEE DIAGRAM L -6 ,i: !1 ((1` Rf!n l'�I(I��VUV� RECEPTACLE FOR 1 ..,_- ♦ BELOW FOR ALL (3) QUAD R£G PTACLES AT irSUSlI� HO U V ., - ..r• n �" +� X84 v • TELEPI -TONE REQJI7S 84° AND 12" AFp.FOR ' L 4 4k4k34' PL ED F _ I NF CONDUILIN - - -d L-3 HIETAL DEMON AT CREDIT DEFT. SECURITY EQUIPMENT. ' I BOARS FRC1 DE "6 AND •- • 1 7 1 (FIRE RATED) _ °66° L -2014 GEGR .F'ROVID -AGLE O 1 (SEE - HOLES I. !'�� i — 2 850 EUCLID A VLF L .4, l LA -1 35 -p A I UD, 44 ' STUB OUT - b ' L -I4 6 RECEPT FOR t 1 RECEPTACLE MOUNTED y�q �7 �1 o D YAIR COMPRESSOR p����A LS 0�• O �D II• ®9�9 C ACLE RE EPT � D \ FOR DOOR FMl i J I LA -13 e ( WR -3 139 D J LBB -22 (20/1) SCONGE6 ON WALL6 AT 12" AFFl1YPICAL /- �..._,._ ...... WATER HEATER \ � =. _ ri,v_ D- bfI I ON THESE WALLS !/ 2D pU DOA D J TA L -2618 , l E - n - - .- STUB • 'TRICAL ,V,,,,CA., % N - i At FRONT DOOR) SEE A7 DIAMOND ROOM AND - ° III 1 , I (, J i , ,...A.1411,..1 e 08,10 � LBB � F 26 LIGH1MCs PLAN OH SHEET •E2. O A7 2 er W. _ ,.i t � i ,S : i' 1 DEDICATED RE•- 42" ( • `�,'" 0 - � . O _` ------L./ _ - 1 � Ill F. FOR EMPL O TR'E GL \ _ �lr m• � - ! LA -@J416 L-30 L-2 III , / O `}; - -" = - • LA-2 IN\ AF Yli� ♦ \ I ail i ' D L -n III ,\ CD Tp 4' _ III \ L cp 1 ': , LA n - LBB -32 L4 -10 ° ' ` 7 v (R F -. I ER - 24 , Q 23 I SINK J I r - HOTWAT MACHINE -CORD D ' 1 ,„ = , III VI n % - ' �\ Q CCMJECTION PER S" O ��i y • 1, .. 3 = 24 _g;'S MSTRIJGiS. 3' -z' AF F. - ^\ r WR- 3335 ` ?n l 5.... ` • \�\�II/ SNB OU i ELECTRICAL �- CONDUIT FROM WALL \ \ r CONDUIT FROM WALL A (2012) m,c41 - Ilr� D + N • 6•, , g ' 1 - -__ AT 6' -1 " AFF. p � ' . O A FROM END OF WALL L Z. % / / %i CO OUT ELECTRICAL I \ O RECEPTACLE FOR 1 _191113 30ARP NF AT 24° FROM WAL / . , L - _ , 1■1 P �I■ Ii'K�FI I FRIGERATOR E STUB OUT ELECTRI O — T T T 1 - i 1 .40. FOR ` I c — RECEPTACLE _ I 186 CY M / ,- ' 1 �' a ( CO~ I s / C � ;LA-9 _ IU / .D 4) 1 • 1 - _I O 4 O � � LBB -26 - � .a. D/ v ' ,i, O / / \ " 5NB OUT ELECTRICAL •� 0 - IT FROM L u - CONDUIT UJ4Ll. 1 O ` AT 24 "AFF.(TYP 2) P O / ; / CU �. ,) O ' NOTE: FINAL HOOK -UP OF - / cmoEluuwn a RECE VED I \ L -9 J ALL SHOWCASES BY THE EL. , / . I� — / SEE SHEET'E•8 FOR COND APR 2 3 Z002 FOR RECEPTACLE \ LOCA TIONS TO ISLANDS AND ' rvn cR ° ��` r _ R / - % Jwc 71QN Booms N casES. tJ AT 60 °AFF. . Ill , U � R 1 i, � O PERMlT CENTER f STUB 1 / \ G�CEM(1�'JOO �� PLAN NOTES i a % CONDUIT FROM WALL L -13 ' _ I ';AT 1 V AF F. LA -6 D „ LA -II I. EL. MUST EXTEND THE MAIN TELEPHONE SERVICE CONDUIT ' C C) 1-1513-28 L ALL THE WAY TO THE TELEPHONE BOAR. _ \ 2 111! .7U 1 l r , / SEE SHEET E -1 FOR ALL SECURITY AND 5.15 SYSTEM - WIRING, NOTES, ETC. - I 1 I O .I" O �► n O ` 3. EL. TO MOUNT (3) 3/4" PLYWOOD BACKBOARDS TO WALL imp.- - ' � d _ ` L STUB OUT ELECTRICAL FOR SECURING THE ALARM, TELEPHONE, AND SMALL • CONDUIT FROM WALL PANELS. SEE PLAN ON SHEET -I AND ELEVATIONS ON Ili _ UN I SS (TYPICAL ry SHEET A -II FOR DETAILS. UNLESS NOTED OTHER-11 -. _1 „,,, ____, r, i , I . , ........=..... ...... W f' /CFI LA i 21 'Nliir 4" 5Q. OUTLET. BOX W/SINGLE GANG L -- J 3/4°C W/PULLWIRE TRIM RING MP). MOUNT • SAME TO ACCESSIBLE �I�1 • HT. AS RECEPTACLES. GROUND -- - ` KEY SWI TCHI,FORMOTORIZED CLG. SPACE • I1 1 • TOGETHER W/RECEPTACLES'SERYMG GRILLE AT 12° AFF. SEE SHT. E -3 . MOTOR LOCATION E LOCATED TS A AT 1 DESK SUCH THAT OUTLETS I FOR GRILLE ON SEE PLAN SHLAT 4 EL TI a.15 7 TO CE ELECTRICAL I IR"C S I.LIRE I w CL .SPA SSIBLE n BEHIND DESK � �;i CLG. SPACE p ■ ♦ R'cQUIREMENTS.M 1H15 AREA PHGPE/DATA JACK Y F r M1'18ER Gf CABLES I S 8 I BY TENANT (TYP) I 4 5 I I f M E ACH BOX / TTP ) e ■ ∎ ■ pFR q j 0 N N PHONE PHONE PHONE PHONE 1 4 F il MODEM P -I MODEM P -I 1 THE GENER4L CONTRACTOR AND ALL. ZUBCONTRACroRS � t 4 1/7 w 8 REGISTERS BACK UP ��' SHALL EXAMINE ALL ARCHITECTURAL, suiece STRUCTURAL, A • • w g SYMBOL LEGEND POWER PLAN Al MECHANICAL, PLUMBING, ELECTRICAL AND F E DESK I DESK 2 DESK 3 DESK 4 I EQUIPMENT DRAWINGS 70 ENSURE KNOWLEDGE THORSON BAKER & Associates, Inc. "� S 0 Iii d 1 © SCALE: 1/4' • • I' -0' NW OF ALL RESPONSIBILITIES ASSOCIATED WITH Consulting Engineers E p 3030 Wmt6tra•t"baro RoaE (370) 658 -6668 Ph. .. , __ . , EACH DIVISION OF WORK. THE SUBMISSION ( ) CREDIT DEPARTMENT PHONE SYSTEM RIP RJII RJ45 HUGHES CF HIS BID SHALL INDICATE SUCH OIC U- EDGE zeh6•ie, ohm M266 330 658-66]5 Fox E_.. �2 SCAL N ONE ., sHALL BE DI (1) iYl'E 'TA' LIGS (3) I' A PRINT HOL E 1HE NON -SALES AA TO BE IN THE CEILING OF THE SUSPENED (CHAIN HUN) VAULT FOR ELECTRICAL PLAN NOT AT 1<"-0" AFF. CONDUITS FOR LIGHTS, SECUTY, - TELEPHOE AND DOOR EX. FA. MA-24 VIA C I' SCCES Ai DIAMOND M COC 3AT 60 AFF. 3. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR OTHERWISE, 2 _ ~ ,-._ .. s I= �mmir �� . ali p► � LBA -5 I' J ������ n• . EF - ` l I ' "� Y ' �� ALL FIXTURE TYFES IN THE TILE KESS NOTED , ■ x x - ' ; -- �■� ( 'oir, f • i _ e. �' '_� I THE SNO ' ■' . . � ■ � AULT �I� 6. \\ �Ia , _ EC ASEN EACILIL . ■ . * Nau SAL 5 m ■�] ALL 15 I CONTACTOR "C -3' CRED4 m DI ONR T , E' F _ _ - EQ w 1"s`= m_ 8. L E � - '�� El ■�� ' J3 i j _ _ O :D TO CORRECTLY LOCAE 9 AN D CA E S:FiiiC _�' °�'I A3 ' Z UICASE LALAYOUT. iolLEi Roons ' ) swlr G1�Ie �9� °���.®9�, 41 I EQ _ �I �g F� , gY D. M/2, � ii 1�. I� \ N,,, - I --------- B Bs _ 1 . 0 , I ' m 'A �t A, illik ,, "Mill-5 — :;, 4 •-I at J' -- J3 I \ /Y/ � JJI v �4 � �II _ _ � 82 � l ■■■ `� �I BI s ^^`` �.� 1!� �� II' ■� , � 1 � Il�� 111 >,c 1 ' .1 1 imr . o c 1 ` ����l��l ■■ / eY , L m _r. , I I! - f ! a ■■ Ismommur NoP ■■■/ E i T 1, MN 3 6, N �, L BB -19 l ;pp; A ■� 1R ■ ■■■■i..�. ■ r A; .��r. / _ _ III■ A (0 CZ i r MON I 1 I CJ L ._ i 8 �� ■■ ELI . � _ Pillgall 1 1 0 _L LIGHTING LEGEND ■■©■IIN I ' ■■ ■� 404w-wo .., , A : -A . . 11 1! ' • :AMI 1- .. 1 1 J /■III_. ■ ■■ 1_ NIi� MOUNTED FIXTURE WALL tE � ■■ HI -1— M.1111111.1=7:2 4 4 s#VI .all , IIp iI• � � ■ ■ ■ ■111111.E20116 _ I ulllll - Ak 1 (}) RECESSED ADJUSTABLE DOIUJLIGHT � �– �: - _ _ - - -. �� 1 =1�� - `r O RECESSED FIXTURE L _ i ��I� �I E.■ �1�� m s - _ u X / / � „ �� v e5 2 f @j RECESSED WALL WASHER ■■ ■1 11 �■ �_� , ■- I■- -_ '�� '�� ■� � 1 I� 1 L L O (@) RECESSED DOUBLE WALL WASHER — Ca 6 STAKE M O TED FIX WALL wasHER I 1,�l r �► ,A-14rW 1 II■1I - I■ ■ ■�/11■1I■■ ■ ■C1 \ /� N �� - �� I LJ WALL SCONCE ■� ■� ■�1� ■�� ' ■ ■ ■ ■� '' ,.'��� ® (2> ` I APR 3 2002 PENDANT OR CHANDELIER ■ ∎ = LINEAR LIGHtING (HORIZONTAL) _ I _ _ _ _ F / .�,- � , PERM E V O S O O ITV S e LINEAR LIGNTNG (VERTICAL) UNSIU .'� I I �- .__��� �1��� ��I O TRACK FIXTURE �I O I l _. / i �+ ■ ��� ■■ L6 �� -- c � nowitau e � - -r4reATAF4 FLUORESCENT STRIP ' T.�� _�._ 'A - .._ ■_ ■ ■ ■ ■� _ ■ • ■ ■1 ,- 1I 1.1111.! � / Ill RECESSED FLUORESCEEE I I RECESSED FLUORESC ._\,,,:1.....----,.... . 1 ^ ..r_,� , �■..� � i■u r Z I■ i ■1 ■Ill■■ ■■ ■ ® ■ ■■ e o I 0. CL L-5 DO O R O CL � �� - /_ � , 112111.11 . or). EimummommImmmi mumenim E ALL SYMBOLS MAY NOT BE USED mmimmi H I - r - -- -- - .ter ■ I� . ILLSmom, i -- -. -._ • GR - -- ��s ■ ..I —. r , ..i 4, --�. ■ 1 —. E.C. TO PROVIDE A W/P J -BOX ABOVE OJ (D ENTRANCE AND .1 G ., - 41 4 a THE TORCHIERE SHAFT AT 12 AFF. DEPT. TO BE MOINTE• n\ � V ESTIBUL , ' O LBA -I4 VIA 0 (FLUSH MOUNTED). FINAL COTB.ECTION " Z :: z 12" AFF. i0 CENTER OF % \` „ CONTACTOR `C -3' CF LIGHT FIXTURES BY ELECTRICAL FIXTURE. , ' :� L.' AtI0N5 NEE E -1 F CONTRACTOR (rYP CF 5) AN - - -� -° --- -� n- .L \) U i E E 1 elm ALL OUTSIDE LIGHTS MUST BE / p A 9 DAMP LOCATION (DL.) RATED. /- /,....(6, . N Q _ I - LBA- 1921$3 VIA � �9 = LIGHTING PLAN �� ccNra� - 'IA . /r w Z CONDUCTORS FROM THE P'AI�EL. CONSISTMG OF A �� EACH SIGN CIRCUIT MUST HAVE THREE (3) DEDICATED SCALE: 1/4° = r -m° I SrQ� r 9 2 1I THE GENERAL CONTRACTOR AND ALL �� ✓ SUBCONTRACTORS i. 9 l S • roR'ar �u� :� I W ALL EXAMINE ALL ARCHITECTURAL, STRUCTURAL, • • O GROUND, A NEUTRAL AND A 140T. NO SIGN _ • _ MECHANICAL, PLUMBING, ELECTRICAL AND " CIRCUIT CM SHARE A GROLIJD AND A NEUTRAL - - - - - - - - EQUIPMENT DRAWINGS TO ENSURE KNOWLEDGE THORSON BAKER & Associates, Inc. E - EACH MUST BE A DEDICATED CONDUCTOR. [ S 1GN DIAMOND SIGN , EACH ALL RESPONSIBILITIES AS O CH DIVISION OF WORK THE SUMISSIBMISSI GN WITH Consulting Engineers °� OF HIS BID SHALL INDICATE SUCH KNOWLEDGE. Rmn omo 14286 (3 m Q 3070 Wast 6tre.t.bom Rood (3 30 ) fi59 -6675 Fax 70 659-6688 Ph. E - fVKa A NAI1EF"LATE (TYPICAL) FOR FLUSH- INCANTED PANELS, PANELBOARD DESIGNATION pp PANELBOARD DESIGNATION LBA PANELBOARD DESIGNATION f ' ` - MSTALL NAMEPLATE BEHIND DOOR 120/208 VOLTS PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH _ 20/208 VOLTS P14 WIRE SOLID NEUTRAL MIWMPIG: FLUSH - 120/208 VOLTS P14. WIRE SOLID NEUTRAL icii TG: FLUSH - 3 AMPERE BUS _ AMPERE MAIN LW5 ONLY SURFACE 225 AMPERE BUS 125 AMPERE MAIN MLA. SURFACE 200 AMPERE B115 200 M SOLAT MAN MLA, 511 4q= SELF TAPPING SCREWS SPECIAL REQUIREMENTS SPECIAL REQUIREMENTS SPECIAL REQUIREMENTS, ISOLATED GROUND BAR r KVA DESCRIPTION 60li A B C 60/3 DESCRIPTION KVA R te ',, r KVA DESCRIPTION A B C DESCRIPTION KVA r ft; KVA DESCRIPTION A B C DESCRIPTION KVA lif I 52 R111-I �.l T RTU -2 52 2 1 J I 10 NIGHT LIGHTS '-' BUILDING S - LTG. '-' © --TOILETS 12 4 0 - MGR/INV. MGR/TRANING 0B 2 I]5 I 05 CASH REGISTER ' ' IID ' CASH REGISTER 05 2 I]5 ENGRAVED LAMACOID, 5/32" LETTERS • 3 52 - 16� 52 4 3 03 CLOSET/CHILDRMNS I I]5 3 05 CASH REGISTER - El.= CA514 REGISTER 05 4 I '- I]5 • 5 5Z 1 Y00l9 Ibl X00/3 - j 5Z 6 5 ib RROM LIGHTS , - MHO ^ - REPAIR SHOP 0B 6 �5 5 05 GASH REGISTER - dEEI "- CASH !REGISTER 05 6 1 125 PANEL LA 4 , I ll 1 ,..,_ PANEL LBA 5J 8 1 0J CONTACTOR CONTROL - ' m '- REPAIR SHOP 04 8 E5 1 05 CASH REGISTER - ' C ASH REGISTER 05 8 a 1 ^ rte ^ �7F1 [ CEN ® 9 25 I I n5 - 50 10 9 - SPARE - E l � - DIAMOND ROOM LTG. U ID 9 0.4 SHOWCASES - Q - TRANSP- BOXES A7 CTR 0b 10 1" % 1 _ - - - - -- - II 35 505 0/3 21ID Y25/3 83 12 II Lb CREDIT OFFICE - 5 4 1 '- CREDIT GfICE 0.1 3 II 0b 31/0/04303 - =u "- EMPLOYEE TIME CLOCK 02 2 E5 Id I 8 lB PANEL WR -17 24.91 'I' - PANEL LBB MI 14 0 - SPARE '� m�� EXTERIOR TORCHIERES 0.4 14 C -3 13 0b 5H/3104505 '" Q "- CGCOFFEE MIACHII� 03 14 nn M �� /a�(f pnf� 21.1 - j 105 16 5 - SPARE 0 '- SPARE I6 15 0.9 SHOWCASES "- COUNTER REGENT. 2 16 o If" vu Ju u ,�'v� IOlIN15 5 10.6 L 3" n 93 50/3 1 f - 1 n3 18 0 - SPARE _,--. METE= '- SPAf� - I8 n IZ SHOWCASES ^ _..-. ���© "- SPARE - IS I �ET��L DEMON 285® MEI 9 bb R111-3 - - 6b I '� SPARE 20 G -I 19 U BUILDING SIGtJ ^ - ®�� '� '�PAf�< - 20 19 1.1 SHOWCASES ©O " SPA 0 - 20 MUD �D AVENUE 21 6.6 - bb - SPARE - 22 C -I 0 12 SIGN - �� ' ' SPARE - 22 21 08 LANDSCAPE RECEF'T- - - 0 '- SPARE - 22 Rap 2®6¢p221I1 I1 g DESIGNATION I _ ® ML�159151seai�'I� 'dHu® 399 13 6b $ -'-' 165 F"- SPARE - 24 C -1 23 12 BUILDING SIGN - NEE '- BU SIGN 12 24 C -I �5 23 02 CREDIT D IG '-' Da m "- SPA", - 24 • • • NciE: 25 26 25 - SPARE © �� '- &IILDMG SIGN 12 26 C -I 25 - SPAN '� 0� '- SPARE - 2b NAMEPLATES ARE REQUIRED O /� 2 B 29 N ALL DISTRIBUTION PANELS, - - - PHONE! STARTERS, DISCONNECT SWITCHES, RELAYS 21 - - - - i - - - 28 21 - SPARE . ® ' - BUILDING SIGN IZ 28 G -1 21 - SPARE '� M I S ' SPARE - 2 8 i�Ae XA 2 I ,7&9,®9 AND MOTION BOXES GREATER THNJ 4 TIN' SQUARE 29 - - - �� ^- - - 30 29 - SPARE - ma© '- BUILD SIGN 12 30 C -I 29 - SPARE - ^ 0 m an '� -SPARE - 30 31 - - - - - 32 31 - SPARE '-' 01= "-SPARE 32 31 SPARE �= ^ SPARE - 32 . STANDARD COLORS: - - - - - - - - - - ,4 D. dllj , 4W AS 33 - ► 34 33 SPARE 0 '� SPARE 34 33 SPARE 0 ----- SPARE 34 '74',.-P - 4Y L NORMAL POWER • BLACK BACKGROUND, WHITE LETTERS �. `0 ^ 1.0 - • - o 35 - - - 0 -- - 36 35 - SPARE - 0 ' SPARE - 36 35 - SPARE 0 "-SPARE - 36 „ 2 2. M ADDITION TO THE FUNCTION NAMEPLATE, PROVIDE NAMEPLATES �� 690/3 �� - --, IDENTIFMG ALL 'MAIN SERVICE NAMEPLATE DISCONNECTS" -RED 0ACKGROIIJD -WHITE LETTERW 31 - - '� - - - - 38 31 - SPACE - ' 0 ' SPACE - 38 31 15 PANEL 'L' ' ' ® ^ SPARE - 38 r 33 - - = �I - - 40 39 - SPACE - 0r '- 5,,A, - 40 39 102 - or ..-._ sPARE �P - 40 r ' i Y, ' '`� �It'LL31 .. NAMEPLATE DETAIL 41 - = - 1_ -__ 42 41 - SPACE - 0 -SPACE - 42 41 69.1 - m ^ - SPARE. - 42 ' IOV - 7 NO SCALE KVA SUB TOTALS 165.91 &T.3 1 1091. KVA SUB TOTALS 1 5J 1 50 -] 83 I KVA SUB TOTALS 125 25 12:1 TOTAL CONNECTED LOAD 1981 KVA TOTAL CONNECTED LOADJDA_KVA TOTAL CONNECTED LOAD 310 KVA CONTACTOR SCHEDULE L CONTACT NO. CONTACT COIL DESIGNATION RATING POLES Y RATINN3 YRATI`G RMGTION CONTROL .. PANELBOARD DESIGNATION L55 PANELBOARD DESIGNATION w PANELBOARD DESIGNATION j > c -1 20 12 600 30 BUILDING SIGNS PC ON/OFF L W 1` 120/206 001-16 3 FI4. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH = 120008 VOLTS rm. 4 M WIRE SOLID NEUTRAL MINTING: FLUSH = 20 /208 VOLTS P14. A_ WIRE SOLID NEUTRAL MOUNTING: FLUSH = 0 '4 225 AMPERE BUS 225 AMPERE MAN LUGS ONLY SURFACE X 20 "MERE MI5 225 AMPERE MAN MI 0. , DACE X J0A1FERE 025 .f_ AMPERE MAN MI 0. SURFACE.. 21 0 0 L C -3 20 3 600 120 EXTERIOR LTS. PC O32/OFF SPECIAL REQUIREMENTS SPECIAL REQUIREMENTS SPECIAL REQUIREMENTS ` Q KVA DESCRIPTION A B C DESCRIPTION K3A KVA DESCRIPTION 1- A B C DESCRIPTION KVA r r KVA DESCRIPTION A B C DESCRIPTION KVA ,a 5 CD a C -4 225 3 600 120 SALES AREA L75. SWITCH I - SPARE '-' ® ' ' DIAMOND DEPT LTG. Ll 2 I 15 WIREMOLD ® "- BALDOR 29 11 2 5I] I 08 TELEPHONE EQJIRENT '-' m � - 5EA3M0 LOINGE 06 2 C NOTES: L MOUNT CONTACTORS M PROPER NEMA ENCLOSURE FOR ENVIRONMENT. Mil _ a 3 - SPARE - WI. '- BALDOR 49 12 4 51] 3 0.4 VAULT CMffRA 4 FAN ® ' SECURITY EQUIPMENT 08 4 5❑ 2. ALL CONTACTORS SHALL BE MECHANICALLY -HELD WITH 2 -WIRE coma_ RELAY ACCESSARY. 3. ACCEPTABLE MANUFACTURERS ARE ASCOT AND SQUARE 'b'. 5 03 SEATING LTG '" �r '- DIAMOND '� FENS GENTS LTG. DEPT L L 4 3 IB B CON TROLLER L9 6 5 0B SPUR LAPPING MACHINE'-' WI. '- WIf2EMOLD 15 6 E 5 15 GRILLE MOTOR - �0. '- SECURITY EQUIFi'ENI' 04 6 51] MIN 7 0.9 WATCH DEPT LTG. '-' ®�� '� SILVER DEFT LTG 1.8 8 1 03 ULTRASONIC CLEANER '-' o en ' � WI Mtq..D T.5 8 1 0A ROOFTOP RECEPTACLES '-' � „ �E - RECS STOREFRONT CASES 0b 11.° 8 G 9 - SPARE - � m � -FRONT ENTRY LTG. 05 0 9 0.4 COUNTER RECEPTACLES' �r� '� WIREMOLD T.5 ID 9 0B CMILDRENS FLAY AREA © "- CREDIT OFFICE 08 10 [6 O Ii 06 WATCH DEPT LTG - ® "- BRIDAL DEPT LTG. S 2 II 15 STEAMER - �� '- AIR COMRM�E5650R 12 T. II 1.8 COME MACHINE - �� "---- CREDIT OFFICE 00 2 f( al l O. • 13 GOLD DEPT LTG. ^ m -BRIDAL DEPT LTG. U 14 13 12 RTE HOOD MN En ' ;SPA - 14 _ 13 08 RFC. • FRONT. CASH REG.' £ ' '- CREDIT OFFICE Oh 14 /' V C . Ao = LL" B lb GOLD DEPT LTG. "- ® '- BRIDAL DEPT LTG. T.9 16 5 0J UNDERIN/OOD LIGHTING - Ii - WORKROOM CA514 DESK 0A 16 15 0B HOT WATER AT LO ME -" • : N B '- CREDIT OFFICE 0b 16 CI •_ cu \ 5 0 ELECTRICAL LOAD SCHEDULE PANELBOARD NOTES 11 13 COLOR DEPT LTG. '-' =KM " SPARE - 0 n 00 VACUUM CAST MACHINE ^p ^ ISO GROIN) R 02 1 n U DIAMOND ROOM REC ^ ME®^ MANA GER/INV. MGR U 18 ..fr. •V 19 U 2 COLOR DEPT LTG. ' ® R` ------ ------ COLOR DEPT LTG Ib 20 19 0l m BURNOUT FURNACE '-' �= '- ELEGTROPLATER 03 20 19 06 VENDING MACHINE '-' ER R` '- 'MUZAK' EQUIPMENT 0.4 20 LOADS (KVAC) I. ALL BREAKERS SHALL BE 10AAP, UNLESS NOTED 01HEfdUISE 21 - SPARE i_ ` `� ERE - SHOWCASE LTS. 05 22 21 08 BUM= 0 FURdNACE - OS '� SPA ` Cr M - 22 21 Ib MICROWAVE - � E RECS • CASH COUNTER 08 22 ® `\� n �/'� I1EM LIGHTW43 KITCHEN HVAC I REPRIG. MISC. POWER 2 M INDICATES BREAKER SHALL BE '50A" RATED. r '� \ 1 R v/ r _ 23 L9 COLOR DEPT LTG. - ' - LOGO WALL ID 24 23 - SPARE - '- DUST COLLECTOR 0b 24 I]5 23 12 REFRIGERATOR - =El '� PDS. 4 'SECURITY" EQPT 0.4 24 Q 11 V 3. NGICATE5 BREAKER SHALT- BE 14ACR RATED. r gip " `` 25 T.0 COLOR DEPT LTG. = m '- SHOWCASE LTS. 0b 26 0 - SPARE ' ' m ' IIDERCOUNTER RECENT. 0.4 26 0 O6 FAX '-' m ' � TOILET ROMS 0.4 26 ■ 4. Ii INDICATES BREAKER SHALL BE 5 ILA WI" TYPE. �' r' - - ^ m RE N PANEL "LBR" 510 21 - SPARE - ® "s- SHOWCASE LTS. 0.1 28 21 0B OFFICE RECEPTACLE - 0 B '� SPARE 0 21 IB COPIER ' N/YCR 02 28 /�� . 5. [INDICATES BREAKER SHALL BE SHUNT -TRIP TYPE. 61d PANEL "LA" I 31.8 5. IID COLOR DEPT. LIGHTING - _ `rm "- SHOWCASE LTS. I0 30 29 0B OFFICE RECEPTACLE - b.© ' 1 WAORdK ROOM CA514 DESK 0.4 30 19 0b RECENT AT GOLD DEPT. -^ `■gy - - ELECT- WATER COOLER 0B 30 r _ E 6. ['INDICATES BREAKER TO HAVE LOCK -ON CLIP. i PANEL "LBA" 0.4 1. ' , C- r, INDICATES DESIGNATION OF CONTACTOR CONTROLLING 31 IB GOLD DEPT LIGHTING '� ERE R` ^- SHOWCASE LTS. 09 32 31 0b OFFICE RECEPTACLE ' 202 r Q ' '- WORK ROM CASH DESK 0.4 32 31 0b RECENT AT GOL0 DEPT '-' m • � ""--- WATER HEATER 10 32 • L " ' Ou PANEL MITT" SID CIRCUIT. SEE CONTACTOR SCHEDULE. ^ 33 - SPARE - m - SHOWCASE LTS. 13 34 33 15 EDH -1 - + "- WORK ROOM CASH DESK 0.4 34 33 - SPARE ^ 0 ----- - 34 222 35 U BRIDAL DEPT. LIGHTING - dui _ '- SHOW.CASE LTS. 2.0 36 35 15 ` -' �•© '� 20/2 � SPARE - 36 35 - SPARE - ` ■ PANEL "LEE' 44.3 '� SPAR£ - 36 � 31 IS DIAMOND DEPT. LIGNTINN ^ ® "- DIAMOND DEPT 3 LTG. T.8 38 31 10 EDN -I - i Q - S PARE 38 3l SPARE ^ 0 ^ - SPAR - 38 RECEIVED 1 - - _ cmoFTUKNnw 5U8 -TOTAL 633 560 805 39 0.9 DIAMOND DEPT. LIGHTINY ^ ® � ^- WATCH DEPT. LIGHTING 13 40 39 LO , - Q� ' SPARE - 40 39 - SPARE - or SPAR£ - 40 APR 2 3 2002 TOTAL 119E 41 19 WATCH DEPT. LIGHTING - ® '- WATCH DEPT. LIMING IB 42 41 - SPARE - 0 '-' SPARE - 42 41 - SPARE - 0 '- SPAR€ - 42 PERMIT CENTER KVA SUB TOTALS F Ill I OBI 113 I KVA SUB TOTALS 1 1.5 1 105 1 93 I KVA SU I3 TOTALS 1 15 1 IDJ 1 10J 1 N E b U S O C K S TOTAL CONNECTED LOAD 44.9 KVA TOTAL CONNECTED LOAD- al-KVA TOTAL CONNECTED LOAD 261 KVA PHOTOCELL ABOVE ROOF TOR( ?2101 SWITCH IN MANAGERS OFFICE • (2) -4 "C. EACH WIN APPROXIMATE DISTANCE 220-0° ( 0L F f CCNTROL OF E ONE LINE DIAGRAM NOTES LIGHTING cornactoR (4) 500 KC IIL 4 EA. MUST FIELD VERIFY DISTANCE l U - Z/0 GNU * PRIOR TO BIDDING. 24 HOUR TIME CLOCK S (U - r2/0 150 GND TOR. •1200L I THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY 6. ALL WA! MOWTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE REQUIREMENTS PRIOR TO BIDDING AND INCLUDE THE COST OF ALL RACED BACKBOARD. T$ I J ASSOCIATED LABOR MATERIALS, AND CHARGES IN HIS BID. PANEL "DPW 'LEA" PANEL "L" PANEL "LA" PANEL 'LBO NV " PANENV 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT 1. ALL FLOOR - MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH GO41 -mt It HOUSEKEEPING PAD. P NEW 120/2085 -31 -4W BUILDING 202084 - 30 -48 20/2083 -30 -4W 120!208V -31 -4W 120 /2088 -31 -4W 20/2081 -30 -4W CURRENT WITH TIE UTILITY COMPANY PRIOR TO BIDDING AND E 800Alsr= PR OVIDE E QUPMENT RATED. ACCORDINGLY - stem FAULT CURRENT ER 8. PROVIDE NAMEPLATES P NAMEPLATE DETAIL.. F 200/3 SIGN WI TH INSULATED CALCULATIONS WITH 5140P DRAWING SUBMITTAL TENANT DISC LOCATE IN LANDLORD'S PARKING LOT ISOLATED 9. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE- D RISER MAIN ELECTRIC ROOM. 2 00/3 LIGHTING I GROUND BAR - 3. ALL BUSSING SHALL BE COPPER REQUIRED CLEARANCES. a e 809,4 FUSED FIELD VERIFY LOCATION r � - PRIOR TO BIDDING 225/U EXTERIOR • 10 ^/3 4. PROVIDE RILL LENGTH VERTICAL BUSSING 64 ALL 10. REFER TO ELECTRICAL EFECPICATION5 FOR ADDITIONAL REQUIREMENTS. LIGHTS ' DISTRIBUTION PANELS, AND PANELBOARDS. IL EAC4 SIGN CIRCUIT MUST. HAVE THREE (3) DEDICATED CONDUCTORS Rai EO TO POLITER 4 GN D PER NEC 15 im 225 ML 10 0,4 MLA 225A MLA. 225,4 NILO. 125A MIA. 5. ALL CIRCUIT 86AKERS SHALL BE BOLT -ON TYPE. THE PANEL CON515TNG Gf A GROND, NEUTRAL AND A HOT. NO SIGN CO. SPECS I 800A MLA. CIRCUIT CAN SHARE A GROUND AND A NEUTRAL - EACH MUST BE A (4) -h 4 DEDICATED CONDUCTOR I ti (4).3/0 (16 8 3 ND O NEW f U -G6 GND IN 1 I /2"C. - - C -4 - • U p - Ci CABI NET M 2 C. • -- (469/0 J:x ,SPAS " ¢ AND KT'S (U -'6 ISO G1JD • (46'4/0 ! ,���''��'�. �' L 4 l2) - 4" C EACH W /(4) - SOLO KCMIL IN 2 "C. M /2 C THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS f� 'O ' Q � N ' T SHALL EXAMINE ALL ARCHITECTURAL, SiRKNRAL, '!!g1 E.C. TO VERIFY ACCEPTABLE POINT MECHANICAL, PLUMBING, ELECTRICAL AND S ( OF Cl NBJECTICN AND COMJEGtION T EQUIPMENT DRAWINGS TO ENSURE KNOWLEDGE THORSON BAKER & Associates, Inc. ce METHOD WITH LANDLORD AND L OF ALL RESPONSIBILITIES ASSOCIATED WITH 9 9 E 0 POWER C PRIO t0 BIDDING ELECTRICAL ONE - LINE DIAGRAM (464 H (I) -.6 GND EACH DIVISION OF 50180 THE SUBMISSION Consulting Engineers IN 2° C- 3030 W,Gt 6tabo„ Ro,d 2t330 a 120 /2088 -30 -4W NTS. Cf HIS SID 5HALL INDICATE SUCH KNOWLEDGE. RknR,m, onm treeae266 ( 66659-66]6 9 -6666 PA. Fax e 5 O E 0 I REPAIR SHOP EQUIPMENT LEGEND PLAN NOTES — I/4" COMPRESSED AIR LINE M WALL • MDICATE5 REMOTE IN CLOSET (1) 3' FLUOR AND 4' FLUOR FIXTURE L RENER TO SHEET 1 FOR R COMJ DETAILS 4' FLUOR FIXTURE ABOVE AND C I, ABOVE AND BELOW CABMEL AND F'LN'IBREs RE,1 EhENTS. $TE4hE A KERR 599 BURdOUT LOCATION FURNACE @0V, 142A, AREA 5O /60HZ -:., ... fMATO END - - - - -� 1 L \ I . --- - SWITCHE FOR 2 BE GFiYF£ RECEPTACLES. 51DE OF THE ECTION WALL MUST °V, 154, 50/6°FIZ I _ - - B.NEY PROGRAMMABLE CONTROLLER tl T ,I _ 3. F.C. MUST CUT OPENINGS M COUNTER A5 NECESSARY FOR III !I " - HOOD FAN AND COMECTIONS i0 DUST COLLECTOR IAJIT ( "I "). C. DELUXE VACUUM CASTING MACHINE MODEL TI20, 6A, 6014Z - .. f. J ; II j -- t _ s , CABINETS . N - n n M C E M - - -- I I ' - - - D. KERR AUTOMATIC ELECTR MELT @0V, 62A V E U V LI V I `� I OUTLET AT 48' AFF. I I N l.Q ,' FOR E. DELUXE VULCANIZER 120V, 6A, 660W \ � i � = ` - _ [ x--,:" / T - - ' ELECT OUTLET AT 48" AFF. _ I � -` _ _ `.r i, -+ ., INSIDE OF CABIN F. HER'ES COUNT MODEL ENGRAVOGRAPH n n I ITEC o - -- R 41nS�Wllul�1L,11�1�iE o A DEMON ccrnlnlous PLUGT -ti�LV G3C� 4Q�d j ABOVE B r � -- m NI G. KERB PRO- JEC70R CON, 424 I - D H r __. � H. GE55UEIN G -260 STEAMER @0Y,125A, 50/6014Z ���® [ 'JCdVD AVENUE h — I II G _ — 4 1•C: 1 L DUST COLLECTOR MODEL '11, 3/41.1P, IISV, 92A, IPH, (�4Z CLEVELAND, I ' 40 ` 4115 L - -- — P1-10N II / \ / I \ -- / L -7-= / i J. GESSWEMBALDOR MOTOR 79 I/IHP, 3450RFM, 110V, IPH, 60HZ — — - JACK I. �I \ , - < > i PHONE a 218.781.01811 218.781.01811 E�\� o o �u m r \ / _ , K. SPLIT LAPPING MACHINE .16 II5V, 62A, 6014Z FAL 216181,090 4 poi N / N / \ / \ \\ -. -- 1 _ I \ N / e \ u • / • L. QUIET 4 GALLON AIR COMPRESSOR 1/AHP, IISV, 1P14, 6014Z 1 I'H I f 4- g D• 3 fri„ M. ELECTROPLATER 115v, 2254 _� pF � *� row �.-4 • l0 ELEVATION 1© ELEVATION N. INSIDE RING ENGRAVER -.1-'' _, 2 IV Ia .r-m• ler IR" .I' -0" 0. VIGOR ENGR4vMG MACHINE 'k (/ 4 R ULTRAScI9IC CLEANERS II0V, DEW, 50/6014Z, GEL . - '$ _' ° \ • ADJACENT FLEX SK (NOT 5HC11N) M. - - - - \ \ FOR FINAL COMECTION BY EC. M STUD R JEWELERS HOOD W1114 LIGHTS 120V WALL T. CAVALLIN MODEL F -100 WIRE MILL \ iii \ � �' o C� U. BEAD BL45TER ..._.� V. KAGAN WEDDING RING SIZER CD - -- i — -- : j I > C s - - _ _ i III I- a) 6 1 19 (3)2. III ( r , FLUORESCENT FIXTURES \ I 1 II W V 111 HARDWIRED UNDER EXHAUST HOOD -- , _. _ A = T_ �i S S 11 1 D a CONTINUOUS P / ,,,,,,,, , k' II A PLUGMOLD ABOVE 1 n SACK •� Q K f R sivsW 1 1 - -- -- — I / ILR- 303294 / , cos I �I : rte FLUOR FIXTURES �• O - -� � e �r� I °.r - -_— t MTV. ABOVE AND O.0 ft. i �1 ► o r I .: OP OF CUTLET usMEr !A \ o \ % AT 12' AFF [T1P 3) BELOW id7u,,, ( SEE SHEET V J CZ / I \ g j' \\ i E -3 FOR CIRCUITING - J l '� �I I ;� / > E6 ua -aJm v .� 6 B ! EC W �� PLUGhIOLD BIE ' W 2 4 _ = \ / Al ' G - 3000 SERIES WITH 204, CO '�/'� !O _O^ � N VS, WR -31 2P, 3 -WIRE, WHILE 4 u C JJ . -----] / / I, RECEPTACLES AT 0 © / s I ( B ELEVATION / >' �' ® in 4-0° �/ A y ABOVE I I FLUOR FIXURES / , TOP CF CUTLET I . 8 M END i 0 E ND AT 44° OF ABOVE AND BELOW CABINET � m. O ,/ / / C INDETIIK . ` lea // / / E • ' RECEIVED A /// / / / WR -2i 88 1,,,4 i� _ �; SWITCH loRFLUOR APR 2 3 2002 � / / / 8 FIXTURES / /TOP OUTLE � . v i' M EXHAT (2) 4' FLUOR ABOVE AND (2) / _ /� / AT 44• AFF � HOOD AND CABINETUSS PERMIT CENTER 3' FLUOR FIXTURES BELOW // / / WR -I 3,49b - .2) 27 I SEE SHEET 'E -3' FOR CABINET, HARDWIRED AS // / /� ; % ' -' CIRCUITING L r uR 13 I" RIE V DSL�RUS L �"` -�[ __ -- :� - / i / / / / I 29 � % =' / �' swrccH aND CO JUNCTION NE — - -� / ; / / / / 1 1R -20 I BOX FOR NCTION � � ' / / / i / , 4°. / _ To Hoop FAN ' 1 / j / / 6 FLUOR FIXTURES T P M ' h'ECEPTACLE MQJNTED i I' / / / MTTJ. END TO END UNDER COUNTER ler I / 71 ‘ ABOVE AND BELOW AT 48° A. Zo CABINET t SEE SHEET WR -1 k - - ' \ _ / F / J / // ALL PIPING BY ,9 1 / - -.1 -. 1 (3) 2' -0' FLUOR - .1; 7 / --- / / / GEN_ CON7R/ I ; E -3 FOR CIROIUITING LIGHTS MOUNTED ; " i:;-. ' CONTINUOUS �'• /TIGHT TO WALL - UNDER E -3 F WOO . `` i -n RECEPTACLE MQNiED PLUGMOLD ABOVE 1 1 / / I - SHEEt OR ' UDDER C OUNTE R BACKSPLASH I� - v / / / / Q © CIRCUIT % i i C AT 34' AFF. o W W WSW - - -- - --- --- - =� "'�I' !" // ,- G P P m m 6 _ ; F L HO I ov�e •E - � , ,:::// E r� u \o� v o / o ' ,-0 /v k f A ''\ - -- - ` O 1 1 / E I I 1 / / A / A .- \ A 1I WR24 �' ;� V PHONE < A -�; � M � • ► R R - -d __ __ - m 'i JACK / \ \/ / 6 J 4 I 5 6' 3 -J I J- I M ` — — — — — — — — 6,1 - -- - -- = _ _. .. .. 2E AMP DEDICA T. ,L , , � _ �1�� a :. Ir at 4a� aFF _ I I 1 w PLUGMOLD BY 'WIREMOLD' -30°0 IE$ WITH 20A RECEPTACLE MOIMIED RECEPTACLES'. AT 18° O.C. ti O I© CANTER AT 2 AFF. MOUNT ABOVE' BACKSPLASH ELEVATION ELEVATION : 9 W — I0' -0" — i',...,__ 'p '°, / Tq Z •'• ,,,,, 4:4 Q THORSON BAKER & As soc iat es , I 0 ® ENLARGED REPAIR SHOP ELECTRICAL P LAN �� 27— 1 3D W,� S�..vb,, R„d (330) 659 -6686 Ph. i Q if .J� C �ehfi,IE, Ohio 44288 (330) 659 -66]5 Pox I E_ 6 U BRING ALL CAMERA VIDEO :s r FEEDS AND LOW VOLTAGE _ POWER WIRES 70 A GANG ' J -BOX AT 36" AFF FOR BELL MOUNTED TIGHT PLAN NOTES j: - „ DISTRIBUTION TO THE VCR'S TO (MERSIDE OF SOFFIT WF. L ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUIT FOR SECURITY S SYSTEM DOWN WALLS FROM ABOVE CEILING TO STUB OUT TO A REQUIRED HEIGHT TO BE CONCEALED BY ADJACENT FIXTURE WORK SECURITY SYSTEM NSTALLER I 1 H - • 0 TO PROVIDE ALL WIRE 3Y VENDOR TO SUPPLY AND NSTALL LOW VOLTAGE, PLENUM RATED CABLE -- --- - L 1 - , 2. SECURITY' _ -.. _ _ __ -. N LIEU OF CONTINUOUS RIGID CONDUIT BACK TO SECURITY PANEL. I _ � J - -- � _, I L o 11 �� - - � ` , , �,- I � _�� .�'_�� ❑F � 3. CEILING MOUNTED CAMERASOAND PASSIVE INFRARED MOTION DETECTORS© ' - I ^ t ,, _ .��i , 1 � IC T 2 SHOWN N NE GEEING ARE S. FIN TO BE LOCATED M NE CENTER OF THE __ C r - - CONNECT - VIA CONDUIT - 2 x 2 LAY-IN CEILN's TILES. FINAL AIMNG Of DEVICES 8Y TENANT'S REP. 4. R M ITY YAULDCEILING � REFER TO SHEET E -8 FOR LOCATIONS OF ALL FLOOR MOUNTED J- BOXES. J � !J �I C E LI � J - t t - -_ C 1 SEOUR �BORF 5. REFER TO SHEET E -8 FOR SUPERVISORY ALARM SYSTEM REQUIREMENTS. 1--- PANEL I . � I I I CA g — ,, II LOW VOLTAGE POSER — i F ARCHITECTURE - - - 1 ow vo1pE w : s N 3I 1■ � TO ALL CAMERAS. I I > � I I I . _ BOARD N NON -5' E5 : - © '� OH /CAU VOLTAGE WIRES M U11L5� W�IS D� LSc�JOI�JIIU I I ' ' ` ' �' ��It: E VIDEO STATION DETAILS. F 544 rErBAdac TO SECURITY SYSTEM SYMBOL LEGEND V I __ �� !IOR GOt81ECTION TO SEE SHEET �W FOR T SECURTY VIDEO I§TATION. T ALARM DEVCE N CEILING WITH (e T ■■ it J CONTAC covER PLATE To MarIcH ti WALL OR GE oREFRONT TRM 2860 EUCLID MIME l CEILNG MOUNTED SECURITY CAME EMEND PLENUM RATED ���[I,�� I HI i 4I': � j FOR ROOF HA7CN 1 I ® CA CAB B ACK r0 J -BX AT VIDEO STATION. � ` , I e X• • •LTAGE WIRES CQ �� ■ - — _�,. O H HOLD - I� ALARM DEVICE I I . 3/4 • • • • IT BACK �- , r(. ��} ��I'��'�_I . III■_ ' I ,. �• SECURE PAN E • rilim = - © CEILING MOUNTED PASSIVE INFRARED MOTION DETECTOR F PG"JOG�I[ a 216gd.�77g81.011g31 _ - rl'A �IIIM•tl09. ®MI6 1111 D - � TWELVE NFRARED MOTION DETECTOR WIN ADJUSTABLE HEADS / \ / / - -- -- MASTERBEGIRITY SYSTEM PANEL, WALL c cen" ABOVE TELE- ai 1 �� �,/ \� \ / \ / �' ■ a❑ PHIONE BOARD: (SUPPLY 1GANGJUNCTIONBOXE6) ± 11 P II r- _ - .- �I / ' i - I � _ © SAFE CONTACT Wti t � G�, p E � 0 � � I �� �, � � • ; '' � \ / / - ® VAULT COMPLETE " -- @ X X --4„,amt S U ' 1 / [ TOUCH PAD �' A , O ` 7 ,,y/ - - - -- - - -- - / / 4111" _ = , I ' � GrIIJGJ -BOX FOR LOUT f ,u ■ - ' / 1 _- i-- _ I ° I VOLTAGE WIRES. i �! n / '`' ` y _ , -_ __ ________ 44 .. 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L � 1 n A y I � i ����� �ill �IL ii. � �.% i I i � I uI"Iilll APR 2 3 2002 4 . 10 P �q� ERMIT L. vOLi' WIRE` N 3/4' • I. I�bos[]Qme I 111 ` ..:a' A : FOR C ON TO •....� III '111.. ' , A I SY' TE1M A AT RED OFFICE 11 � _ I ��■ .U 11111111111 $10A,' 4 1 . arm.— �— IIIEEEIIEEEII. .1 -__ � - - -- - i r k , 1 4 A 111 • — 1 �I ,_ M5 N 3,4 .. ■... ■■■.I�1 1111. ■■ ��� _ ' 9 V l r • il -i it -. . -i I -�1 , �I I� _ __ Y r i J___ _ v _ / r i , EMERGENCY ACCESS MEL A PNEL FOR GRILLE EU 4T � �, ° ( se, q W . I I THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS •'. ' iPoG 8 z ' SHALL EXAMNE ALL ARCHITECTURAL, STRUCTURAL, ■ • 4 R " S hECHANICALPLUMBING ,ELECTRICALAND THORSON BAKER & Associates, Inc. SECURITY SYSTEM PLAN OF ALL R poNs, DRAWINGS To AssoccEATE� W Consulting Engineers DGE _: ° u! I/4 " =I' -0" c HIS DI ID THE SHALL LL INDICATE SUCH KNOWLEDGE. I o a Q 3030 Wes[ fitnebbom Road 330 658 - 6686 PA. OU HI5 BID SHALL INDICATE SUCH KNCLLLEDGE. Richfield, Ohio 44266 330 659 - 6675 Fax 0 U Y E I I . .. - -. - - -- -- - - - -- — -.__ HORJ/STROBE UNIT QUANTITY EOL EOL SEE N01E'I4 -...;. A5 SHCULN ON PLAN `SEE NOTE 9I \�7 - f FLOW AHD TAMPER CFES L E ALL DEVICES, a CES, COMBINATIONS Cf DEVICES, DUCT-MOUNTED SMOKE DETECTORS SHALL HAVE A BASE WITH 4 c' -- LFJ ® MT ORING (a QUI(c 117 ADAM 5PRI11(L.ER APPLIANCES AND EQUIPMENT SHALL BE LISTED FOR NE AUXILIARY RELAY (SIMPLE< TYPE 2095- 9649), PHOTOELECTRIC EOL RISER FOR SFRIKLED BUILDINGS. PURPOSE FOR WHICH 11 EY ARE USED AND SHALL BE INSTALLED DETECTOR (SIMPLEX TYPE 2098 -9200, AND SAMPLING TUBES —0 REFER TO MECHANICAL PLANS FOR M COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. (LENGTH AS REQUIRED). AND REMOTE RESET/TEST STATION. RISER LOCATION. EOL 2. THE SUPERVISORY ALARM SYSTEM INSTALLER S. SEMI -RUSH AUDIO/VISUAL WIT SHALL BE PROVIDE A COMPLETE, CI. IPERVISED, PO TER- LIMITED, ADA COMPLYING ISTB CANDLA STROBE AND (7 � PHOTOCELL - VERIFY 'I SUPERVISORY " - ' -I— E a Rl. �J N SUPERVISORY ALARM SYSTEM. AND HO �FMAL LOCATION (SECURITY) v "v" ® PALARM 3. THE suFERylsoRy ALARM SYSTEM SHALL BE AN ELECTWCALLY 10. ALL WIRING SHALL BEM CONDUIT FROM DEVICE LOCATION TO JOIST I NE tttt���,���,,,,� FFF��� SUPERVISED SYSTEM, WHICH SHALL MONITOR THE INTEGRITY OF SPACE AND FROM CONTROL PANEL TO JOIST SPACE PLENAM -RATED Z {TYPICAL CIRCUIT CONDUCTORS AND POTTIER SUPPLIES. FIRE CABLE MAY BE USED N JOIST SPACE ° ARC _ „ 4. TINE SUPERVISORY ALARM SYSTEM INSTALLER II. THE COMPLETED SUPERVISORY ALARM SYSTEM SHALL BE FULLY UTlE ll n �n DEMON l ITV SHALL PROVIDE AND MAINTAIN OM THE SITE TESTED M ACCORDANCE WIN NFPA -12H, AND LOCAL FIRE ( LL,. AN UP -TO -DATE RECORD SET OF APPROVED SHOP DRAWINGS. DEPA. T ENT REQUIREMENTS, BY THE INSTALLER IN THE DUCT- TYPE SMOKE DETECTOR WIREMOTE RECORD DRAWINGS SHALL INCLUDE LOCATION OF END -OF -LINE PRESENCE Cf THE OIU ER'S REPRESENTATIVE AND THE LOCAL I U THE DPA- I3,15,11 , TEST STATION. QUANTITY AS SHOWN ON PLANS. DEVICE LOCATIONS. FIRE MARSHALL. UPON COMPLETION OF A SUCCESSFUL TEST, (50/3) � _ TAN BY THE INSTALLER SHALL SO CERTIFY, M WRITING, TO THE 2800 EUCLID D AVEN J T a COMPLETION OF E WOK AN FIN D ALARM PEE AND GENERAL CONTRACTOR ��11: C' PROVIDE TECHNICAL INSTALLATION SUPPORT FCR PANEL START _ _ SUPERVISORY ALARM SYSTEM INSTALLER SHALL SUBMIT RECORD DRAWINGS TO THE QUHER T. THE SUPERVISORY SYSTEM INSTALLER SHALL RTIU. 3 �II SCALE: NONE 5. UPON INCLUDE ON - SITE SERVICES OF A CERTIFIED TECHNICIAN TO 0 /� IXISTMG 43.1 MCA I 6 F OR TERRACE TO REMOTE STATIG REVERSE P OLARItt aB ODER A OCAL Uup, osRAM SPITES. TRCUBLESHCOT 1HE SUPE PHONE, 296.7769009 1_ ENERGY MASTER BOX, SHIM MASTER BOX, DIGITAL ALARd1 ALARM SYSTEM CONTROL PANEL, MID ASSSTANCE TO THE �Q�E �9�o��9e�• iNJ,t EXISTING COMMUNICATOR OR RADIO TRANSMITTER MONITORING SYSTEMS, INSTALLER FOR ONE COMPLETE SEAL SYSTEM CHECKOUR N DPA -1,35 DPA -2A0 (60/3) (60/3) SUPERVISORY ALARM SYSTEM NOTES: SHALL BE PROVIDED. THE SUPERVISORY ALARM SYSTEM ACCORDANCE WITH THE HELD QUALITY CONTROL SECTION OF _ I. THIS DIAGRAM SHOUTS THE tUdIL1l1.1 REGiIIR�"EtTS FOR A SI�ERYISION OF TAMPER SWTCHES, INSTALLER MUST CONTACT THE LOCAL THESE SPECIFICATIONS. `- ROW SWITCHES, AND DUCT DETECTORS. THE ELECTRICAL CONTRACTOR SHALL IOU � tl EQUIPMENT M EASE 510. SUPPLY ALL .. 4tiR 4 I7, _ _ PROVIDE ROUGH -N (3/4 A FROM EACH DEVICE TO JOIST SPACE D FROM c �o NAYC .f RTLL.1 I RT11 q CONTROL PANEL TO JOIST SPACE THE SYSTEM AND WRR1G SHALL BE PROVIDED 1. TILE CONTROL PANEL PCLER SUPPLY 4- "�G EXISTING 550 MCA I EXISTING 431 MCA I BY THE TENANTS SECURITY CONTRACTOR (SUPERVISORY ALARM SYSTEM INSTALLER) INSTALLER • BE ADEQUATE TO SERVE CONTROL - ' Le208v_3P J Le208v =3P_ I THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH LOCAL PANEL MODULES, RELAYS AND ALARM INDICATING APPLIANCES. EXISTING EXISTING AUTHORITIES. 5HOULD A COMPLETE FIRE ALARM SYSTEM BE REGIII ED, THE ELECTRICAL ` CONTRACTOR SHALL SE RESPONSIBLE TO PROVIDE ALL REQUIRED MATERIAL CAPACITY FOR OPERATING SYSTEM N STAND -BY MODE FOR 24 " • �! r ' i MID LABOR FOR ROIGFI -M a ALL DEVICES N HIS BASE BID. THIS SHALL INCLUDE, WET NOT HORS A SECONDARY EMERGENCY POSER SUPPLY WITH S FOLLOWED ST ALARM MODE FOR TEN MINUTES. - O � , t L 3 ! ��' WE LIMITED TO, FULL STATIONS, HORdIS, STROBES, SMOIG: DETECTORS, ETC. Z OR,: 7I, 2. THE SUPERVISORY ALARM SYSTEM AND ASSOCIATED ROUGH-N MUST BE RSTALLED N EX'OCW ACCORDANCE MUST MEET ALL APPLICABLE CODES.. -.1.1111.0".- 3. DO NOT RIM ANY OTHER WIRING 51 THE SAME CONDUIT WITH ALARM SUPERVISORY ALARM SYSTEM SEQUENCE OF OPERATION W • WR WRING DO NOT RAN 120VAC WIR5.4 W74 ALARM WRING. USE OF THE SUPERVISORY AL4NI PANEL WLL DISPLAY SYSTEM NORMAL ASP TIME AND DATE UNDER NORMAL CONDITIONS. ON 3011 O NOT-METALLIC CONDUIT REQUIRES .12 DRAM WIRE TO MANTA% ANY ABNORMAL CONDITION, TIE PANNEL. WILL FLASH THE APPROPRIATE LED ( ALARM, SUPERVISORY OR TROUBLE), SOW THE L CONTINUITY OF SYSTEM GROUNDS AND ALL OTHER WIRE WELDED AUDIBLE SIGNAL. AND DISPLAY THE LOCATION, STATUS AND TYPE E LE E OF ZONE THAT IS ABNORMAL PRESSING THE AGENOU DGE ^`. REPAR SHOP CABLE. BUTTON WILL SILENCE TIE AUDIBLE SIGNAL. AND THE LED LAMP WILL BE ON STEADY. V/ EXHAUST FAN - 4. ALL WIRE AND CABLE USED BY THE SUPERVISORY ALAR - I SYSTEM INSTALLER MUST BE ONA ALARM CONDITION, THE HORNS AND STROBES. WILL BE ACTIVATED. ON ALARM SILENCE THE >4 C B RATED PER THE LATEST REVISION CF TIE NATIONAL ELECTRIC CODE SECTION 150. HORNS WLL SILENCE. STROBES WILL CONTINUE FLA SHING (SOI TH E PANEL IS RESET. AFTER THE ALARM � • J I • — — _ • � 5. THIS DIAGRAM IS NOT INTENDED TO SHOW QUAMITIES OF DEVICES. REFER TO POTTER , CONDITION HAS BEEN CLEARED, SYSTEM RESET WLL .fETURN THE PANEL TO ESNIAL OPERATION. L. - A� - U w `r � • , I PLAN FOR MINIMUM QUANTITIES AND ADD DEVICES SERE NQUIRED BY LOCAL AUTHORITES ON AN ALARM CONDITION, N ADDITION TO THE HORS AND STROBES OPERATING, THE CITY NOTIFICATION CIRCUIT WILL W OPERATE TO ACTIVATE THE DIGITAL ALARM DIALER CENTRAL STATION CONNECTION IS BY THE OWNER THE SECURITY ALARM SYSTEM MSTALLER SHALL INSURE THAT HE Q _ 1. S. ALT. CONDUCTORS INCLUDING SHIELDS TEST FREE OF OPENS, AN ALARM FROM A DUCT DETECTOR WILL CAUSE T FOLLOWING TO OCCUR! A ROOFTOP ELECTRICAL PLAN I • - --- - -- SHORTS CONTROL GROUNDS BEFORE MACMG CONECT ONS TO TEE SUPERVISORY I -THIS S WILL L FLA H CONTINUOUS SIGNAL w • - Q ALARM CONTROL PANEL 2- THE... STROBES WILL FLAS'CONTINUOIlS S 3 -THE CITY NOTIFICATION CIRCUITS ELL BE ACTIVATED 1/8' =I' -0" 4 -THE ALARM WILL DISPLAY CM THE SUPERVISORY ALARM PANEL "-- G.C. MUST COORDINATE THIS CONDUIT THROUGH 1. SMOKE DETECTOR HEADS MUST BE INSTALLED BY THE SUPERVISORY ALARM SYSTEM INSTALLER 5- 5HUTDOUN THE ROOFTOP AO WITS. VAULT SLAB PRIOR TO VAULT'S SLAB POURING FREE Of DUST OR MY OTHER CONTAMINATION. `F o OR PROVIDE AN ALTERNATE, ANGLED PATH S. ALL DEVICES TO BE FIELD TESTED BY THE SUPERVISORY ALARM SYSTEM INSTALLER " THE SUPERVISORY ALARM PANEL SHALL HAVE BATTERY BACKUP FOR 24 WOWS SUPERVISORY AND TIEN 5 MEG OF ALARM. U 0 AROUND SLAB'S CORNER WITH WRITTEN CERTIFICATION GE SYSTEM FEiFOR1 ALL TESTS lJ 10 - ' A ' I� IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION CO al 9. THE SUPERVISORY ALARM SYSTEM INSTALLER SHALL (-v) `V al - - - -- \ PROVIDE CONNECTION TO REMOTE SUPERVISION AS DIRECTED FOR SUPERVISION GP SYSTEM N N p �� /( 111 /// I IIII III \ \ COMPLIANCE WITH LOCAL AUTHORITY AND Oul°ER AND PROVIDE ALL INTERFACE REQUIRED TO MATE = O ' L L / // // / I + SMOTE SUPERVISION. J / // I I IIII \ N. PROVIDE ROUGH -N FOR A CEILING MOUNTED SMOKE DETECTOR N FRONT OF THE SUPERVISORY / I // / I A \ ALARM PANEL N ADDITION TO THE DEVICES 5HOWN ON THE BOOR FLANS. V / 3 / / / I IIIII \ PROVIDE ROUGH -N FOR MANUAL STATIONS REO TIRED BY LOCAL AUTHORITIES TO MEET THE 4 / / / / / / I IIIII I L REQUIRE W MENTS cc NFPA 3 -8.11 IN ADDITION TO THE DEVICES 5NOIW ON THE PLANS. VERIFY WITH V / / / / I I (4) 3/4° C. LOCAL AUTHORITY PRIOR TO BIDDING AND INDICATE COST N BID PRICE / / / I I 11111 \ I2. SUPERVISORY ALARM INSTALLER SHALL OBTAIN A FIRE ALARM SYSTEM PERMIT FROM THE CITY/ #14, C 3/4 C. / ! \ - COUNTY FIR£ MARSHAL'S OFFICE PRIOR TO INSTALLATION. MO `V / / 3/4" c.--t } - 11111 / / / / / I i in \ 8. THE SUPERVISORY ALARM SYSTEM INSTALLER SHALL NOT CONNECT o / 3/4" C. I I \ THE POTTER TO THE SYSTEM WITHOUT A MANFACIURENS TECHNICAL REPRESENTATIVE L U PRESENT, OR WITHOUT PRIOR VERIFICATION OF THE SYSTEM BY T MANUFACTURER 1 - .� -" ` // G1 5'_ p11 II 14. RE HE ALL SHIELDED WIRE USED BY THE SUPERVISORY ALARM SYSTEM INSTALLER MUST HAVE FROFERL7 ^ � I \ DRESSED SHIELDS AND DRAIN WIRES. SHIELDS AND TRANS MUST BE A CONTINUOUS CONDUCTOR TAPED L.L / / � L \ I COMPLETELY AT EVERY JUNCTION MD TESGNATED ONLY AT THE TERMINAL DESIGNATED "SHIELD'. UNDER cirM LA ellirl I0' -9" 7 / / / / / \ I NO CONDITION SHALL THE SHIELDS BE EJW05ED TO CONDUIT, OTHER WIG, OR EQUIPMENT APR 2 3 2002 l l/ / i 'T' \` - N CARNETS. / / �\ T / I �� \ *, PERMIT CENTER I G LSMO��OE � ..\ / . _ Y / / 2 \` PLAN NOTES 4 � � 8 2 �� 13' I // / / . / j L COORDINATE ALL WDERSLAB CONDUITS WITH PLUMBING ' CONTRACTOR TO AVOID ANY CONFLICTS. O O_ 2 WITN E MANUFACTURERS SPEC CATION _ S AND ALL A r -- - 1 �`� • I AND LOCAL CODES. - 0 3� I 3. ALL CONDUIT TO THE STUB LOCATIONS MIST BE (ENT) ELECTRICAL NOT- METALLIC TUBING' OR PVC AND MIST BE LAID AND SECURED E - ) TO STUB -OUT AREAS BEFORE THE CONCRETE SLAB IS POURED. F ` / � 4. CONDUIT STUB -UPS ARE REQUIRED FOR 'ISOLATED SHCLLCASES ONLY. ALL OTHER CASES ETC_ CAN BE ELECTRICALLY SUPPLIED THROUGH ADJACENT WALLS. 3 I 5. CONCRETE- IT IS VERY IMPORTANT TWAT THE CONCRETE FLOOR o PIEV*NT DAMAGE TO THE NON - METALLIC CONDUIT. . ' n rn Si •EXACT IC) F ■ �. _ _ • - - _ ■ - _. T H T I G N . 6 5 LOCATION GF G POW 3/4" ALL CONDUIT /S) \ Q A - -- ` . // \ L1 - - .....• �� O 3 /4" AND ITS AT WAGS STUB QUANTITY NTIT BE • ca-i Of 3/4" 555 CONDUITS COVER STUB -UPS AGAINST DEERS A T EACH STUBTO BE z,,,.., ( o 7 OK COVER • o AS SHOOK READY FOR FINAL INSTALLATION g A III I RE MUD ELECTRICAL HOOK -UP. s P, W ELECTRICAL CONDUIT 11 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS • ' — 9 ;94 ' i - - - -- - SHALL EXAMINE ALL ARCHITECTURAL, 57RICTURAL, • • /' o MECHANICAL, PLUMBING, ELECTRICAL AND •9 A 90 '9 r r THORSON BAKER & Associates, Inc:U S TUB - UP LOCATION PLAN EQUIPMENT DRA WINGS TO ENSURE KNOW EDGE � SCALE: VS" = I' -0' gr GE ALL RESPONS IBILITIES A550CIATED WITH Consulting Engineers z EACH DI ID SHALL OF INDICATE THE SI KNO LE 70 w°"t sr<eemhoro "" (370) 659 -6 Engineers a OF HIS BID SHALL INDICATE SUCH IQNOWLEDGE Ri hh&d. Ohio 44286 {330) 659 -6675 Fax - S CI E U K 0 • TPA Orq Name: 2003- 0095EB.E•g Scale: 1/4' =1' -0' Date: /yr. 1B, 2002 Time: 10:30 om RICHARD R. 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APPROVAL SHOWING ANY DEYIATICN TO THE i OF 5 AIR DUCT A MINI --II DIAGRAMAtIC SCHEME AS SHOWN FPM. . - - -.... -... -. -.. - ICI _— J � 2. DUCT SIZES SHOW) ARE MINIMUM CLEAR SIZES -_ - - -__ 1Cfi'I - ili E� -' 1 2213 .. _ �� � � ���I���_ ��■ ' � .��I I� 3 BY 'ME E CHITE GTROLS SH D I -- T�CR'1 t���'� ' GRILLE AE C H DEVICES. INSTALL , b "DIA I [ _. b "DIA .IA I CK ®� 1 ■L I C I li I GtX t ;3k : MUST - ® 25 CF1' I IRE RATING ���, � ■ w + SS I! 25m' ij' - - ■-� `� TURE RATINGS. —� MIA. C. INTERFACE WITH SMOKE DETECTORS OR THE I '-'d ., r " ' � I _- :ri °r1 - - t - I q IA NECK O CflM D l O'm� I E ( NTEENCE EENGE FULL HNDER 115 OPER4TOPERATI F. 12Ia UP TO I • III1 1 ■■■ 'l "' I' i ING HAVE F/5MCI� DMPERS. ���® �IA A pN91q . EXHA UST OUT I— II I I ��� �_ ■i�_ :e. I i .... '—t -_ j _.. - -. _. . — - v �,. d 5. ONLOATMG DIFFUSERS ARE PREDICATED ©�VE'- , "�'' �' ulmv+ - 1 �_ a LOATION OF THE LIGHT FIXTURES AS SHOWN ; �I l p � ll l�■11��III I� IIV I lII 11 ! � _! 1 A. 111051 = dl; ; � , °' n _ I mommoi --- m ' II 1 r I I �'� .W - _ 6. EC. TO COORDINATE WITH THE H.vAL. CO N TR ACTOR PHONE. =MAIN j. — I l I FOR THE LOCAT OF DIFF LKFITS. q I • ' �7! � _ ■ ,�,° . i� ° - -- !'_- IA : CK ! � _ I ,� 1. PROV ID E A BAGKDRAFT DAMPER M EJ44AlL5T FAN G�AX ��I�e���e ®I ,i I\ `� : Im'DIA � , ��° �'4 I� � � 'J PS'(A MOCKING' m1 7 �I2x12 ^,, - � 2 ,• / ■ � '�- � � am EXHAUST OUTLET. �- , „__ 1 � 1 I ps u!1 : I _ . �`- T1ou4T�D r I .. �`.- � p S" COMPLETION CF i i EVAPORATION COIL AFTER 43 r ■ I�1 11 / 24X24 \ 48° Af (�'YP. GF � I I I / ' ROUtE DUCT THPoI EXHAUST OUTLET 1 -� —,,, _ E TRAINING ROOM /.TOILET ROC TO BE DUCTED i►� 325' CfM A =1 iH I', H_y �` WAL AND INTO lal ROOF. SEE PEP. M -2 FOR FLUE LOCATION. A r t E M 226, ^1 , - 1 _ - � / / 0 " DIA i � I - la FLEXIBLE, INSULATED, ROIND DUCT IS PERMITTED `� �,oEERTh% 'T 11 I , � - - I ONLY M VERTICAL DROP. SEE CEILING DIFFUSER J p i x6 A I I CF D AMOND y v^� o 1� °DIAN b R R . " \ ,/ o."DI I RE Let R I ' V 1�11'I���i� - GGNJECTION DETAI ON DRAWING M 3. = _ . _— _ ._. - - _ - ... ILL_ i \ v O 2' I - E j 5 CRM \Y 28 • II. EMEND RETURN ! MUM ' -m' • / 0 " �I • FROM WIT IN THE HORIZONTAL LINE DUCT W/ ■© Cr;; Q�'I CK ■ ° \/ \ ' .� i 7 �_ A SOW ATIENNATION BATTS. �� 6 'DIA 285 CRM�• G,45 FIE7TU - - - _ ��'� , Ill= t EX / Q. SMOKE DCT ONLREBY HANICAL CONTRACTOR FINAL _ �+ 1 ,t / ��� \ / i� � ` I� 13 C . NO COMBUSTIBLE MATERIALS ARE.ALLOI.ED E 4ES� 1.111 I— � .II ..• ■■■ I IN RETURN AIR PLENUM SPADE •- > - -ff , 'j - ' � � , _ la r q - - Id. HMKs ALL DUCTWORK AS TIGHT AS POSSIBLE NE ■I � 1, ' II ', I�� �■' ell TO UNDERSIDE of JOISTS SO AS To NOT _ -r - - � INTERFERE W/LIGHTNG FIX URE& �A � � ■ . ' ' ' ■ �1 � � ®� ■'I ` 1 5. THE GENERAL CONTRACTOR AND ALL SUBCONTR �.�1 �, , I I - � _I , - 5HALLEXNMII•E ALL ARLHITEGTURAL STRIGIUR.4L, w I�1� ��- -a.— ■ E IIFrIEN DR UIs ENSURE mGe 1 I 12'D1A OF ALL R�SPGNSIBILITIES ASSOCIATED WITH /7 R�SI■'�i�5 ■ / M 1 pC EACH DIVISION OF UIORC THE SUBMISSION L I IMMUNE 4E.1111. r n -1 1 IIIMINIVE.16 i mo... 1 , , , - I ■-* l ■ ' '. ® I � ?J O iE CK I� CA IXI- �� I. � I --- , v'� ��°DIA ` SKIM Of HIS BID SHALL. INDICATE SUCH KNOLLLEDGE 2 , ** ■■ O �� 'sir - ■ MMERWil AM s Min, p : .7 1 . _,,,,, A • ilik All" % -‹ 3 .'' IMI . i -- -- it � "� _ .. x 12 - 'o ' ■■ ‘1... ■��SM1 ®�O ■ 1 il � I I . � ' ' LD 0 9 o �I: MM�� \ro� ,W` ' I _ L.,� - / UTxI!! - I�I�r 1 1] O , / \ \t T T 7/ . 0 � I 1 I m .,�.'_C f ,/! 6V l j Ill ■ ■1 - ___ :.*7 7— - R - j OW 1■ =ME II0l 1 , = = = i =_ _� u � w ,;�� ` eas - � I ■ :1■; <_,-i = e4M4_ I� u I V �� ■ ■ ■i1 III�I1■ J � I .. �_,. - a NG 1 _A�r ■g■i■ 1 ■' um.- ilmomi i IMII ir abzum=a==.1. AMEINIF4,441,10N, :, A 0.11." AliCIF■FM!illICIIIMMIN 1 - EXISTING - - I- �-, r q.. U 1 - 7 EXACT LOGAT . ��. L M I 1 1 111.■ _-' _ • OOI 11111' ■I■ ■ ■ ■I1 �I■ ■c _ I___A••IIIIIHlIu••lmi 11111111 � `r DIA J __ -- _- . °.I• CK ■I' TTY OF TUKNPLA COI `rr` ��� ■■ �i�iii�ifil �i v PR 2 3 2(102 FERMITC TE w Ili" i mDI ■ ■ ■■■ ■ ■ ■ ■�t�Cal INI IIII ■■ ®3mm n _ 1 - -- w I0 " DI. ■ ■ ■ ■■ ••ice 41 - - .IA OF'EM ENDED , , i � a DUCTEE7 FRAM ■ ■■ �� —\ 1�I� ��1������ ■��._��� ■1 �� I� ■.� ■■ ',' `� 1 TNGCABMEi ��� 6, VIA � ly : . INATE WTHN. 1if ■ ■■ - t I 11 ■I �����I Q P '�11, ■■ , ..iw VVW�,ill III ( PAINT TO MATCH HOOD l i `° . ■E■ I■'II 1■tg ■ 1 I�IIo � tto mm r arer I_■ ■ —I I =■ ■ =I � . ■ . —� lII� 1 i�� �=0n ® i : illy ! ®� ll��� g _ – r 1 i - ._ 14A4 CONNECT TO ' W ^ / — CANOPY HOOD FIRE PROTECTION SPRINKLER NOTES cAroPYIIOODSEE i \ � ARCHITECTURAL DM'S S t FIRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF -- -- ALL OBSTRUCTIONS NGLUDNG: PIPING, STRUCTURAL STEEL, CONDUIT, I DUCTWORK, EQUIPMENT AND MISCELLANEOUS ITEMS BEFORE © CK 8"D r � FECiC rn INSTALLATION OF SPRINKLER SYSTEM TO AVOID NTERFERENCES. mm CRM 2mm all NECK 1,.... ■ F 2. FABRICATION, ERECTION AND iESTIM1 s OF ALL PIPNG SYSTEMS -� I El / \ ( 0 7 e < SHALL BE IN ACCORDANCE WITH GTLNERS GENERAL REQUIREMENTS, ( L FIRE PROTECTION R3, 231 t 2 AND LOCAL AUTHORITIES. I '� 3. FIRPROTECTION E CTIGTIO N CONTRR ACTOR SHALL MAKE ALL DRAJUNGS, a SUBMITTALS, TEST CERTIFICATE SUBMITTALS AND PAY ALL ■ ■ ■ _- ■ • • n•^ + REQUIRED FEES TO THE OWNERS INSURING AGENT AND LOCAL .S;v / i -47,4- w AUTHORITIES FOR REQUIRED PERMITS. ■� �� . J V 4. FIRE PROTECTION CONTRACTOR SHALL FIELD YEW( EXACT THE EXISTING CONDITIONS SHOW ON THESE DOCUMENTS WERE BASED UPON EXISTING • I I / ND L ` LOCA COMJECTION AN D FIRE DEPT. SIAMESE CO; AlECTICN. TION OF COI CTION TO FIRE LNE NSTALLED, LOCATION OF DRAWINGS PREPARED BY JENCB•I ARCHITECTS. THE GENERAL CONTRACTOR IS F S ALL T I 5 NOT SHOWN ON THESE DR A5 WELL AS Oi MECHANICAL PLAN AM RESPONSIBLE FOR FIELD VERIFYING ALT. 'Dan,* CONDITIONS. ANY DISCREPANCIES THORSON BAKER Sc Associates, Inc. i A LOCATICK ON TO O N INST STALL INSPECTOR'S TEST STATION, ON, H HO OSE ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER: AND ARCHITEC PRIOR TO Consulting Engineers MI I /4 °xI' -m' �� o ' PROCEEDING WITH ANY CF THE UIOR: M GEIESTION rn Q 3030 Weal 6treehbom Road (330) 6N -6666 Ph. — 1 Riehfi Ohio 44268 (330) 669 -6676 Fax x I g 0 • MECHANICAL LEGEND M.C. MECHANICAL CONTRACTOR 1 s E.C. ELECTRICAL CONTRACTOR 1 I EXHAUST OUTLET 0 EXIST. VTR 0 EXIST. VIR I P.C. PLUMBING CONTRACTOR FOR TRAINING RM. GC. GENERA. CONTRACTOR DRAW BAND BRIEDERT TYPE VENT CAP. AND TOILE RN ROOF TOP UNIT if EXHAUST FANS.-7 EDH ELECTRIC DUCT HEALER WITH SEALANT /` MCLEAAINTR AIN A MIN CF 10' FROM ALL OUTSIDE MVD STOW COLLAR III AIR INTAKES FOR MANIAC VOLUME DAMPER D6NNJST OUTLET VTR VENT THRU ROOF FOR JANITOR CLST. Co FLOOR CLEANOIT TALL ROOF CONE EXHAUST FAN. RICO AFF WALL CLEANOUT _ I t M ABOVE FINISHED FLOOR lJ LJ V U V 4 FLASHING in A FD FLOOR DRAM FS / I 1 TPV TROP PRIMER VALVE t! L �-WU u EC u j� (�fo7fc' FOR CON TI UATION _ _L 1 " EXIST_ VTR W WALL HYDRANT ° vW15 MID SIZE j l y ^EXIST. VTR ATD AIR TRANSFER DUCT I G;1 ����� DEMON CDT CONNECT TO EXISTING I '` -� _ S POINT OF CONNECTION NO?E: -„�- S ROUTE DUCT i0 ` SHUTOFF VALVE t ,&IC an , MOLD MI��I�1 AVOID ROOF JOISTS, \\ � EXIST. VTR \ - --,I,-- WION CLIE V E ��ISU®HIw ��[P4d h h COORDINATE EXACT r — — I LOCATION WITH ARCH. I � I \� PRESSURE REDUCING VALVE (PRY) PRIOR 70 RO p�i 0[+;�Ea 218°781° 0981 WH -N \ -_E-- GAS COCK RN ��JJ u EXHAUST THRU ROOF DETAIL / ... /, UATERITETER G�pXa 298°�8iC "1' NITS i eYLLll� ® SAN SANITARY SELLER BELOW GRADE 4 .0.Y AL 2, , 7r SAN(E) EXISTINKs SANITARY SELLER BELOW GRADE e2 *ST4 •0 ' STOW 1 1 EXIST. IF,' IXISi. RTU j j/ � 5T SEWER BELOW GRADE 2 ' '/1 %l/1 e ll ./, V VENT i EXIST. VIR - V(E) IXISTNG VENT • q t a ✓ — - au — - — DOMESTIC COLD WATER MOTOR INTERNALLY — CUE)- - — EXISTING DOMESTIC COLD WATER REMOVABLE MOTOR COVER PROTECTED. SEE SCHEDULE — - ALUMIIUIM FOR BELT OR DIRECT DRIVE HW DOMESTIC HOT WATER REQUIEEMENTS. PRONDE — DISCONNECT SWITCH: FOR VARIABLE SPEED CONTROL L INSTALLATION BY ELECTRICAL FOR DIRECT DRIVE FANS G GAS SUBCONTRACTOR CONDUIT 5(E) IXISTIW GAS U� UP INSIDE CURB 1V �— Q ( T CA COMPRESSED AIR id WIND COWLING: ALUMIN1.1 0 OXYGEN L SE FAN El, ALUMINUM =� n , 'd _'_ —� _ �- fIR'c DAMPER U DUCT LINING Cn Q ROOF CURB, MN IT HIGH � 'L BACKDRAFi DAMPER ^` ° ROOF L,FLLI. ■ � W SUPPLY DUCT RISER ® RETURN DUCT RISER 4 9URGLAR BARS ® EXHAUST DUCT RISER J EXNAUST AIR DUCT: METAL, ROOF TOP GAS AND .,,, NO INSULAiICN. SEAL PLUMBING VENT PLAN p AIR -TIGHT S DUCT SMOKE DET ECTOR LOCATED M DUCT CO "i CO ; EXHAUST FAN DETAIL Ire ^.r -m" UC U DRAWINGS NDERCUT DOOR REFER TO ARCHITECTURAL ( co •— W ,� — o 0 TNERMTOSTAT 0 •� 3 N HELIUM TANK CHAIN SECURED EXIST. ROOFTOP WIT: MODEL Na SERIAL NO: REBALANCE INFORMATION: 0 ^ erl r_I-Th TO WALL, IS FOR °PROMO° RN -I (CRANE) YCD120C31I0A8 L451036020 � OUTSIDE AIR !lIJJJ MB s i_ _ _ _ _ BALLOONS ONLY, NO PIPING 1 p lU -2 (TRANE) YCD090C3140BE L41103490 2515 CFM SUPPLY AIR 0 580 DUN OUTSIDE AIR 1/2" DIAL PIPE FROM 2) OXYGEN TANKS, (CRAM RN -3 (TRtWE) YCD090C3H0BE L33104354D 2305 OR! SUPPLY AIR �° L COMPRESSOR H 0 P SECURED TO WALL, (I) ACTIVE 550 CFM OUTSIDE AI R AND (I) SPARE, al QUI S: GAS PIPE BELOW ROOF J (J PIPE UP ABOVE CEILING AND RE FILTERS. ^^ CO INTO WALL AT FRONT Cr SHUT -OFF VALVES (MUST TO CENTRAL CHASE 2. LUBRICATE FAN 4 SHAFT BEARINGS. L.L REPAIR SHOP. BE EASILY ACCESSIBLE) • WALL AT REPAIR SHOP SSDK 3'� FAN WHEEL. RECENE� VALVED MANIFOLDS .. '' 4. RECALIBRATE 4 CLEAN OUTSIDE AIR DAMPER t LINKAGE. cm of ruRwan WITH SHUT-OFF VALVE I b RECALI�tER S CLEAN RETURN 4 RELIEF AIR DAMPER 4 LINKAGE. Pi? 2 3 2O0Z AT TANGS. RN PIPE AIR COMPRESSOR M CLOSET 7, REPLACE FAN MOTOR BELTS. N WALL UP TO, AND J' 8. CLEAN ALL ACCESS SECTIONS. ABOVE CEILING, AND fee F = == 9. CLEAN AUXILaRY DRAM PAN. PERMIT CENTER OVER TO 0.4445E WALL ° S I J IL REMOV ALL FOREIGN VA IS INTERIOR FLOOR OF WIT. ����n� E. CLEAN MAN SUPPLY t RETURN AIR DUCTS. c�J STUB -OUT GAS LINE FROM ll ¢ 8. CHECK IAOR t CHARGE WIT. CHASE WALL TO ROUTE GAS PIPE ABOVE 1/I" PIPE FOR C0�7P. AIR 14. CHECK CONDENSER FAN MOTOR FOR PROPER OPERATION. DISTRIBUTION CEILING AND OVER TO CENTRAL REMOTELY LOCATED 02 LANG OVER TO WALL, lllll����� 4 OVER ' , • 6. CHECK ALL CONTACTS, RELAYS AND CONTROLS FOR PROPER OPERATION WITH (2) SHUT -OFF CHASE WALL THEN DOWN TO LOCATED IN CLOSET TO CENTER CN WALL E. POWER WASH 4 CHEMICALL7 CLEAN EVAPORATOR 4 CONDENSER COILS. VALVES AT 36° AFF. REPAIR TABLES BELOW. N DIAGONAL PARTITION, n. MECHANICAL CONTRACTOR SHALL REFURBISH IXISTE55 ROOFTOP WITS VALVE MUST NAVE °E -NUT' AND TO FRONT WALL \�� TO LIKE NEW CONDITION. FITTINGS WITH UN. FITTINGS I/ DIA PIPE FROST . 18. CHECK SMOKE DETECTOR FOR PROPER OPERATION, REPLACE F REQUIRED. COMPRESSOR THRU MAN FROM OXYGEN MAN EMERGENCY 514117 -OFF CHASE WALL TO WOW. TAMS PIPE WALL GAS LEE TO SHOP TO • VALVE TO BE INSTALLED STATIONS AT 34° OFF. ii II MD LOCATED ON THE SHOP MAIN MAIN EMERGENCY SHUT-OFF "tl ' AND STUBBED -OUT AT 36° AND D,.,_,y �UIG - AFF. FOR DISTRIBUTION TO A ir _ - o SIDE OF WALL AT 42" ARE VALVE TO BE NSTALLED DUPLEX MANIFOLDS 1 MUST BE EASILY AND LOCATED ON THE SHOP * I /.�®� ACCESSIBLE) SIDE CF WALL AT 42" OFF. .dt' COMP. AIR _� a:N..' I V F \� CLEARLY LABEL A ( MUST BE EASILY ` AT COUNTERTOP MCEILE PIPE G TO .1 j 1 \ � GAS ACCESSIBLE) — \ G LINES AT DESKS. �-y. CEILING 8 i STUB-O OXYGEN LINE FROM WALL AT e' NC - .1 - \� OXYGEN LINES AT DESKS. L' WIN (2) DUPLEX PIPE ROUTE ALL PIPING WITHIN WALL - DO NOT O O �N \\ I (VERIFY ALL HEIGHTS WITH I.ESS NOTED OTHERWISE. � II g '44 A SURACE MOMONT. T. LOCATE PIFNNG s WORC STATIONS 24" AFF M ° PIPE \ , STERLINK� REP.) ,per 0,, _ _ EXTEND PIPE FROM a / . 1,//� TI E GENERAL CONTRACTOR AND ALL SUBCONTRACTORS EXTEND FROM DESK, ROUTE IN WALK O•F 28" LINE - CORNER TO CENTER OF , a I SHALL EXAMINE ALL ARCHITECTURAL, STRUCTURAL., • V. rn MOUNTED AS H OF FLOOR DESK ROUTE IN WALL a 24" 7 25" AFF . NO: OF REPAIR SHOP ° n MECNANICa1, PLlP1BaJG, ELECTRICAL AND WBRAN CHES UP TO VALVES P LANE TE THE FUNCTION T % 9 � - 4 " F WBRA NCHES UP TO VALVES LINE FLOOR IS TO PERFORM "LQU4T REPAIR TO VARIOUS C' (VIM) EQUIPMENT DRAWINGS TO ENSURE ASSOCIATED KNOWLEDGE a KsH AS POSSIBLE. MOUNTED AS NIGH AS POSSIBLE MANE ITEMS OF JEWELRY, CLOCKS EC ... G : CF ALL RESPONSIBILITIES ASSOCIATED WITH EACH DESK MUST NAVE ASHUT -OFF VALVE EACH DESK MUST HAVE ASHUT -OFF VALVE THE OXYGEN AND GAS PIPING IS REQUIRED EACH DIVISION OF IVORC THE SUBMISSION A o WITH LUN. V8" °B -NUT" FITTINGS, (TYP) WITH LN. V8" ° B -UT^ F ITTINGS, ( TYP) °CRAFT" NO , HOBBY" t TOR CHASE w ,y •-•,I ' ' HIS BID SHALL INDICATE SUCH KNOWLEDGE FOR (5).NDIVICIAL 11.10R< STATIONS WERE SUCH W I FEED WITH SM I O SF FC 4 GAS PIPING SCHEMATIC DIAGRAM O N75 OOXYGEN AND COMP. AIR PIPING SCHEMATIC DIAGRAM `p�� F 9r $ z NO» M 2 NTS NOTE: e---,.___ �� sx- /> I. USE 1)2 DA BLACK IRON PIPE FOR ALL GAS PIPING. L USE I/2' DIA COPPER PIPE FOR EOTH OXYGEN t CO M. AIR THE EXISTING CONDITIONS SHOUN ON THESE DOCIIHENTS WERE BASED UPON EXISTING ■.■ n� � ' 6 ' DRAWINGS PREPARED BY JENCEN ARCHITECTS. NE GENERAL CONTRACTOR IS N 0 VERIFY ALL HEIGHTS W/STERLNG REPRESENTATIVE. 2. VERIFY ALL HEIGHTS WATERING REPRESENTATIVE. RESPONSIBLE FOR FIELD vERIFYNG ALL EXISTING CONDITIONS. ANY DISCREPANCIES THORSON BAKER & Associates, Inc. FG 3. SEE DETAIL 3 ON ARCH. DUG. A -N FOR PIPING WALL DETAILS. 3. SEE DETAIL 3 RCH. DWG. A -19 FOR PIPING WALL DETAILS. 6 EPAIR SHOP GAS PIPING PLAN ❑ 04 A N ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT, PRIOR TO Consulting Engineers PROCEEDINCs WITH ANY OF THE WORK N QUESTION. 3030 W^� sse°VV R° R'" )3 o 659 -6686 Ph. — a Q NT9 R'chfi°IE, tire= aao - -659 -6875 Fax S U 0 M MIN 2 X • • ■ , 4 IV_ ■ AIR SYSTEM SIZING SUMMARY DESIGN WEATHER PARAMETERS AND MSHG'S TRANE EQUIPMENT PACKAGE COLLAR WALL I" MIN. ALL 4 SIDES (TYPICAL) STERLING JEWELERS INC. HAS A NATIONAL ACCONT AGREEMENT WITH THE TRANE - Roted Nerve: 2002 - 0095 Jare (SEE NOTES) MSIILATION WHERE DUCTS 2002 -0095 Jareds COMPANY. ALL BIDDNGa HVAC CONTRACTORS ARE DIRECTED TO CONTACT THE TRANE 03/2V02 ARE by: Thorson Baker Associates 03121102 04 / PRODUCT ARE SO SPECFIm NATIONAL ACCOUNTS CLEVELAND OFFICE AT 800 -251 -4044 (OR 440- 248.3400) WITH 05:¢5 Thorson Baker Associates RELATED QUESTIONS AND TO OBTAIN PRICMCa MD PRODUCT INFOR'IATIOL 05:05 pm ° � ■ w ..° THE FOLLOWING WILL BE INCLUDED N THE HVAC PACKAGE: Alr News Information IMMir riiMiNi ACCE DOOR System Name 2002 Jana. l D el Parameters Equipment Clam FKCa ROOF g" p(HAUST FANS: ... — FANS: Number or Zones I INCLUDES E.-I THRdU 5 AS SCHEDULED. Sheeler T SZCAV City Name Seattle YAP PAS JE�CELj `j , M Fora /veer 69000 so. ft INCLUDES CURB FOR EF Location Washington 1 GRILLES t DIFFUSERS: -5 AS SCHEDULED, MCLUDINYa BURGLAR BARS. Sizing calculation Information INCLUDES DEVICES AS SCHEDULED A THR 1 E. Latitude 415 Zone and Space Sizing MeMethod n — w — DUCT HEATERS: Zorn CR1 Peak zee table load I o �5�{�+ p p Calculation Months Jan to vac Lo g itude D23 I Irz'xl 1/2"x10 GA OR HEAVE . NOTES CONTROL PACKAGE: D �ITI CEIFFISIJTURE Spa epr' ANGLES SNUG TO WALL 4 : p Sizing Data Calculated Elevation 4490 I. COLLAR GdiG+FS INCLUDES LIGHTSTAT SENSORS AND DUC H EATER CONTROLLERS. no �j�r � n (�p /�l(�(� Space CR1 Coincide epos loads W u Gz1�L� ��c�Jlll�lUFl COLLAR ALL ARIND. A FOR COLLARS NOT EXCEEDING 36' W. EQUIPMENT WARRANTY: Central Cooling Coil Sizing Data TRANE WILL PROVIDE I YEAR PARTS AND LABOR WARRANTY ON TRANE EQUIPMENT AND Total Coll Load 218 Toro Sumer Design Dry 851' OR 24' FL - GAUGE. Load occur at Aug µO0 I/4" TO 1/2 CLEARANCE ON CONTROLS, 5 YEAR PARTS WARRANTY PROVIDED FOR CG1PRE550RS AND FEAT EXCHANYsERS crr ®�� EUCLID AVI III 1lilf� 5...s, coal load 205 Tons Su mar Coincident Wet - Bub 651' ALL 4 SIDES B. FOR DOLLAR$ EXCEEDING 36' W. [[55Ue�J tslJbl� 6 LSirctULs OR 14' OA DB. 845 / 6457' H. - 6..6 ' CAW 091 et Aug 1400 1955 Cf 1 Sumer Daily Ranger 183' 2. ATTACH ANGLES TO COLLAR WITH I/4' -20 NOTE ON MECHANICAL Cs FROCEDUR (OR G : � �,a �i!L ®f i® THE MECHANICAL CONTRACTOR (OR CONTRACTOR/ SHALL PURCHASE THE Entering DB / 66 851 / 65.4E BOLTS 4 MI5, 12' 0.C. MAX MINMM 2 EQUIPMENT FROM TRANE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR Max possible CR1 1955 Winter Design Dry - Bub 230' BOLTS EACH SIDE, TOP 4 BOTTOM. COO'aDNATING AND ACCEPTING THE MATERIAL, VERIFYING PROPER QUANTITIES AND Leaving DB / INS 561 / 5417 VERTICAL MOUNTING 3. INSTALLATION SHALL CGTFOITII TO MODEL NUMBERS AND ALL TEMPORARY STORAGE OF EQUIPMENT AS REQUIRED. P l rN t jl M O1�128 21l{8f • @D578i®9{tm®99 Design etpply temp. 550E Winter Design list 192' NFPA - 90A FALOA 211loJsN ®0o®1N g� 6 Con ADP 52.1E 4. PROVIDE ACCESS DOORS TO SERVICE tin 3161 Atmospheric Creamsee Worker LOS FUSIBLE LINKS AS REQUIRED. Bypass factor 0.100 BNhr/egFl 380 Average Grand Reactance 020 FIRE DAMPER DETAIL M Resulting RH 45% 0.0 2p - Water flow • 101 '7 rise - Son Conductivity 0500 NTS 80 41,e ? l . - Zone T -stet Crack 1 or 1 OK 4 al , J o Local The Zo ne /GMT N- N Ferre Central Heaths Coil Sizing Data " h " : Max load ng 165085 BTUar OUTSIDE AIR VENTILATION SCHEDULE (FER ASHRAE STANDARD 62 -B89) � Load occurs at Des Htg Consider Daylight Savings Time No - - Cori CR1 at Des Nt9 1955 LFM ROOM AREA BTU/Pr/so., 23.9 SmuWelAn Weather Data () MARK CLASSIFICATION Cf CM/PERSON OFM/5Q1. FL REQ'D. OA DESIGN OA -. lb A, Max possible CR1 1955 CFM CCNCENTRC GROSS NE7' 4 ' Ent. DB / Lvg DB 605 / 8007 SPIN -IN FITTING - R11 -I 3010 2258 RETAIL - 030 903 950 Water flow • 101 F drop - 4" MN. Supply Tan Sizing Data RTU - 2 1900 1425 RETAIL : - 030 510 580. D1M - 7 411r /a�er - il Actual max CR1 at Jul 2100 1955 CFI Fan motor BHP 232 BHP Oil: R111 1800 1350 RETAIL - - 030 540 . 550 Standard 011 1821 CR1 Fan motor kW 1.13 kW DIM .5' Actual max CFM/so.ft IJ5 CFM /sg. FL t + 125xDIM "B t L Fan static 110 In tug W Outdoor Ventilation Air Data CF ` �m H Design airflow CR1 1800 M -. CFMiperson 2000 CfMnperson /�� Cn1 /egAt. 026 CR1/so. ft FAN L"m W 92 Carrier Nobly Analysis Program v404 SCHEDULE (1) O ET 111 511R'LY DUCT RECTANGULAR TO ROM DUCT MARK EF I < 2 � 4 FED- 4— CO DUCT BRANCH TAKE -OFF DETAILS MAWFACNRER NNTOE NUTONNE NUTONE LORET4 COOK N.T.S. MODEL No. 611 611 8510 ACRD -B 135R -3B . °., AIR DESIGN LOAD SUMMARY SERVICE TOILET ROOMS JAN CLOSET TR4MMG RN SHOP 100D 7 Protect Name: 2002 - 0095 Jereds FAN TYPE CENTRIFYAL CENTRIFUGAL CENTRIFUGAL CEN1RIFLGAL fI■ 15 15 0321/02 Cl � /'� Pr ared by: Thorson Baker ssociates CR1 PRESSURE CU1 3 1350 0 m5 FM y A TOTAL STATIC PRESSC) 315 315 315 0.•15 U 0 - 1 1/11WRAP NSULATION: OUTLET VELOCITY (R'M ` ) - - - 1131 CU ; DESIGN COOLING DESIGN HEATING OVERLAP 4° MINIMUM, STAPLE - 1/2 COOLING DATA AT Aug 1400 HEATING DATA AT DES 2TG 4 TAFE FOR VAPOR SEAL WHEEL DIAMETER (•) - - - - v COOLING OA DB / the 8451 / 640 HEATING OA DB / 11113 23.0'7 / 192 - CD vs, 0 - - HANGER STRAPS: IN 22 DRIVE - - - BELT 0 sew L ZONE LOADS Deter Ile Sensible Latent Details Sensible Latent PAIYeF SUPPORTED FRO.•1 IBTU/}r) (BTU/Fr) (BTUAr) (BTUhr) STRUCTURE ABOVE, (3) MOTOR BHP I% C15 Solar Loads 480 soft 34552 480 soft - -�T'� ScREU6 MOTOR HP - - - I/3 _ Wail Trenemiaeion 4290 soft 1938 - 4290 tote 22391 - ROISJD 'SNAPLOCK' 0416 ARRANGEMENT CLG' MONIED CLG' MOUNTED CLG' MOUNTED UPBLAST a J CD Roof Transmission 6900 sort 119Q - 6990 soft 16428 - _ GREATER ELECTRICAL (VOLT/PH) 16/1 16/1 16/1 208,1 CO • Door Transmission 0 soft 0 - 0 soft 0 - Glass Tranemiselon 480 soft 1648 - 480 soft en ,s 1 12' WRAP MSuI.ATION. OPERATING WEIGHT (LBW - - - 60 soft 0 - 1 1 1 TAPE AND MASTIC (F I 2, 4 2, 4 3, 4 I, 3, 4 Skylight Transmiselon 0 soft 0 - 0 eat A I 1 j OUTER JACKET 'SNAFIOCK' ii% L PROVI EXPLOSION PROOF MOTOR, SPARK RESISTANT UIFEEL. UUUU r/ `N ' \1/. 1.n. RCMP (REX ONL M RAF LIRA 16TH BURGLAR BARS AND DISCOdJECT SWITCH Floor trenemisaion 6900 eon 0 - 6900 soft 5103 - VERTICAL) 2. CONTROLLED BY LIGHT SWITG4. 1 .. O Partitions 0 soft 0 - 0 soft 0 - MINIMUM RADIUS EQUAL TO 3. CONTROLLED BY SEPERAIE SWITCH. 0 SEOIRE INSULATION WITH THE FLEX DUCT DIAMETER BAND AND 4. INSTALL PER MANUFACTURER'S S. ACTURER'S REQUIREMENT Ceiling 0 egtt 0 - 0 eon 0 - STICK -PINS AT I8° OL. / TH REE SHEET AND AND ADHESIVE ON BOTTOM, ' METAL SCREWS CL RECE ) IW I :TTY OF TUKWILA Overhead Lighting 44112 W 80211 - 0 0 - FORS 5 24" MD 1 � � IX Task Lighting 0 W 0 - 0 0 - 24" DUCT LINER ELECTRIC DUCT HEATER SPIN -M FITTING: MAXIMA C (TYC ∎ PIAL) wPR 2 3 2002 Electric Equipment 1125 W 4951 - 0 0 - WITH SCOOP AND ■■ DAMPER, EXCEPT IN VERTICAL ■� PERMIT CENTER People 90 18663 18450 0 0 - GYP. BOARD CEILINGS, DUCT FLEXIBLE Ducr: SCHEDULE 1� [� r;�{I war,,,,,, - 3214 -491 0 18661 - DA'IPER N NECK � �� M51JL4TED, ONLY Q IE V Q 6 Q 0 KI S Y I r' M VERTICAL MARK E2 E HP�- Mlecellaneoue - 0 0 - 0 - WRAP NSULATION MAllFAGTURER MARKEL MARGL Sa{ery Factor 5 %/5% 1859 849 5% 3118 - THE CEILING DIFFUSE'- CEILING DIFRISER SET MODEL No. CAMS (INSERT) GAMS (INSERT) THROW AS SHOWN ON PLANS -- Total Zone Loads, - 165044 18851 - 18012 - No. OF STEPS 1 2 Zones Conditioning - 115185 15851 - 18399 CEILING DIFFUSER CONNECTION DETAIL TOTAL KW 3 2 Plenum Wall Load 40% 1680 0 0 - NITS CR1 400 250 Plenum Roof Load 10% 2918 - 0 0 - DUCT SIZE 8x60 BxO E REMARKS I, 2, 3 I, 2, 3 ° Plenum Lighting Load 40% 61023 - 0 0 - Return Fan Load 1955 CFM 0 - 1955 GM 0 - REMARKS. L R1R41514 WITH WALL MINTED THERMOSTAT. c Ventllatlon Load 1800 GM - 1459 - 2161 1 800 C R1 92583 - 2. INSTALL PER MANUFACTURERS REQUIREMENTS. 8 Supply Fan Load 1955 CR1 5891 - 1955 CR1 - 5891 - 3. INSTALL AIR FLOW SWITCH: Space Fan Coll Fans 0 0 GRILLE AND DIFFUSER F Duct Heat Gain / Lose 0% 0 - 0% 0 - SCHEDULE 2...ewe.' c -- Total System Loads - 245904 16096 - 165085 - MARK 0 © © O O � Central Cooling Coil - 145904 16098 - 0 - MANUFACTURER TUTUS TUTUS TITUS TITUS TITUS U MODEL No. PAS PAS PAR PAR TNS w Central Heating Coll - 0 - - 165085 - 1 FRAME OR BORDER TYPE LAY-IN/SURFACE LAY- IN/SURFACE LAY- N/SURFACE LAY- BA/SURFACE SU R ACE Q -- Total Conditioning - 145904 16098 - 16508 8 MODULE SIZE 24x24 12x12 24x24 12x12 12x@ � S `" t Key: Negettva veluee ere cig loads Ne veluee are cl loede DAMPER MODEL NUMBER _ _ _ _ _ n ^ (C , Q Positive veluee ere htg loads PoeILIVtie values are ht loads ��< 9 FINISH CM-UNITE OFF -WHITE CM-WHITE OFF -WHITE OFF -WHITE � 7 ; T F 8 z Garner Hourly Are lyeia Program v4114 REMARKS 1 I 2 2 I • e--,.____ �� Qj / � / 9 � �/� �� L ALL REMARKS: THORSON BAKER & Associates, Inc. E 1. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS INDICATED OTHERWISE ON FLAN. - Consulting Engineers E 0 2. RETURN AIR GRILLE. 3030 Weal Btroebboro Roctl (330) 859 -8888 Ph. lvi o � .4'icheeltl. Ohio 44286 (330) 659 -68]5 Fax 1_ 3 0 1E • THA Owg Name: 2002- 0095MP 1.drrg Scala: 1/4' =1' -0' Date: Apr. 19, 2002 Tme: 10:42 am RICHARD R. 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FL ITS ONLY PURPOSE IS TO -_ - � - - . - - ?P REMAIN I _ - FILL PROMOTITHE (2) TANKS AONAL FOR OGEN NO NARD PIPING IS THEY ARE BOTH TYPE REQUIRED9C" II r- 1 I� --°o .--WC — . _ JI - - �r I TANKS WITH A MACAPACITY OF 249 CU. Fr. ONE TANK - �\/ I ft - PAIR I ! _ I I // I r T SHOP, SEE DUG. M -2. ALL TANKS WILL BE SECURELY FASTENED I ' 4 L OO - r I I�� `O I �\ \ (I / I / IS A SPARE AND THE OTHER IS HARD PIPED TO THE I TO THE WALL WALL WITH EITHER STEEL CRAMS OR CLAMPS f 1 EXISTING 6' SAN TO REr1AIN ' �- ' 9 (E) - - - -- -- _ - -SAN (E) 1 - — - - - - - - - - - -SAN (E)---; --) t - - - ` J LE V G ' I \\ 4 J -,4 ;11 II 1 , ' ' / 1 1 1 I, j I 1 ISTI - ` I 4 I PLUMBING GENERAL NOTES \� i I \ REMAIN - --I- ___ 1_ , F + - L Rt SPECIFICATIONS FO'IBMCs FIXTUf� 4 ■ �S; _ I — �_1 2 . # LL ER F �e TO C Hu c Musr R coNFo ro ALL LOCAL t ° (C�I I�f� ° I I I _ _ I I I 1 =- r k TD.- CrLVAULr) � i 5iATE LODES, WHICHEVER 15 MORE STRINGENT. GC. �j°RETAIL DLSSOI�`.IUV �J m I i0 ENSURE THAT ALL CODES ARE PLU MEL -f ' I j ` I I I 3. TOILET ROOM 15 DESIGNED TO MEET ALL ADA 4 STATE 0' i \ .\,,,_,L/ � .n 1 "� MIMRA'1 �QUIRfMENiS. EUCLID MERE L ' = • - ' \ / I i ., I I ... _ A _ 3 `3 4. ALL WASTEMENT PLUMBING PIPING 5HALL BE CAST (RCN MOO EUCLID °�vERE �, - 1 i II '� ifi y 111 l � L OCATE AND WHERE T'VC' OR'BS' PLASTIC PIPING Is cc f — =1 si i1 - I REUSE EXISTINYs PEp EXCEPT ItiED BY LOCAL O STATE CODE �6��i " � s ��® �� O / a I —gig- ' H i / -� GW1 I ` ` L i - 2" BACKFLCIU 5. ALL DIMENSIONS ON THIS FLAN ARE APPROXIMATE. r I v !I 1 � . ' - \ � _ _- S `I�_ R ARCH. DUGS. FOR ALL FINAL LOCATIONS. GL. i0 �� � ' l I — , F#U I ___s ___s � [ '� j I io MI PIPING I5 SFIOLLN oVEPoaEAD, BUr Ir MaY BE Ir p INi1 ®I��e ���Jo .���. ®9�� 1 I 1 1 v I I I o � . i � \ / � > ° I f ( + o I \ � �... \ ` \ \ �_� �u MA COOfi'DMATE�ALI�PIPMCs tO D E��CTRICAL r �1J'���'�ll I'I I • \ LJ ±F__ I i I �� \ I � � \ \ \ e \`J C , = - -'1: U GEMERaL cON a aLLSUBCONTRACroRS 1 9 1 `JI .j \ ' \ t o m 2 � EXAMINE�ALL ARCHITECTURAL, STRUCM2AL, Y 2 I 9 = i I I MECHANICAL, PLUMBING, ELECTRICAL AND a p .,{.), J ' / \ \ EQUIFt ENT DRAWRYaS TO EN511RF NQJOU LEDGE d _ o I, _� ` I 4 T OF ALL RESPONSIBILITIES ASSOCIATED WIN 5 \ O T O -- ---- I / / / \ \ . • — _i- � \ _,_ ttt_ t ' I _ EACH DIVISION SION OF IUOR( THE SUBMI55ION } I - -- OF HIS BID SHALL INDICATE SUCH KNOWLEDGE. 1 ,a LN 1 o / I � i' L , GW (E)- - 2 - - � ' li - 3i` o I z 1 :6 3 „ J STI 4 � 1 - - __ , VTR TO REMAIN I }I I '� Q \ I MA CH IN E o • r� \ 1 _ Q I I � , I \ EX ISTING 2 QU LINE t0 REMAIN LJ I I \ I I L ,„ 1 BAR S \ INK , l .� ! 6. \ suK I' -- �'' o1 II \ \_ - � / / o �1 = � �' r�� MACHINE t, l , I / t L A) 62 � ' \ / rz x to � � — V/ 4 CGCOFFEE o La _ - -r o , � MacH - IrE ; �i I ✓ I 4 Id, o, O I � � a ,' / I X 3/4” W • — Q .ICJ., � T7 r, / , ,. 0 ,n I IT U �v co . I L_ I , f- N i.-_. ill' I 1 i aN fl i ' / °.., I EXIST IS1 \ IfTc 11 I � r O n i u „ , ,„ , ] _ O I I\ co <� \ - NI RE C EIVED r — '� - \\'\> _7 rho o r - f T 1 f o / 1 Q I 5TEAhER O SIT Oh pJ= R S P A CERS M C ITY OF niKwl�n I w � .� �� , - / O < :FREVENTE/ �DE , N - I SI ' uC OOFFFE PP APR 2 3 2002 _ - FROM 5 R OVER T41 OOR SINK E % CTXA �.• INSTALL 0 a AND • . .•I0RELEASE PERM1TCENTER II s � ', OF • • o. . IN: V4" COPPER T < ' > WATER -- Y LINE TO ''W R W/SMJTOFF. G IE I II S OOO L�]�S �\ �/ v (INSTALL - - I � _,) - I MR SP . ,rxiL- Tx—L I] n 0E � ■1 � ■ F - EXIST. WALL HYDRANT E- e TO REMAIN I _. PLUMBING FLOOR PLAN I�k '? II o V4° I' -0° %',F i I DEMOLITION NOTES CODED NOTES 1 ' 0 '7 '. I. DEMOLITION ° J ON PLANS IS GENERAL IN NATURE THE O !EXISTING FD OR FS TO BE FILLED 4 CAFPEDAS REQUIRED. PATCH O EXISTING FLOOR CLEANd1T TO R£1'7AIN. _�J I ■ a - CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH ALL FLOOR 4 LEVEL TO MATCH EXISTING. U EXISTING SYSTEMS AND MATERIAL UHICH MUST BE REMOVED TO O EXISTING GREASE INTERCEPTOR TO BE ABANDONED 4 FILLED AS 4 '" gi O N - ACCOMMODATE NEW CONSTRUCTION REMOVE ALL ABANDONED EXISTING FLOOR DRAM TO REMAIN. �Q�• a FIXTURES, PIPING, VALVES ETC, UNLESS INDICATED TO REMAIN O3 EXISTING WALL CLEANg1T TO REMAIN. O CONNECT NEW FIXTURES TO EXISTING SAN PIPING. I - 1 - A - A�4 LEGALLY DISPOSE OF ALL FIXTURES, PIPING, VALVES, ETC. WHICH w ARE REMOVED, EXCEPT ANY ITEMS SPECIFICALLY DESIGNATED BY 9 EXISTING CW LINE TO FIXTURES WITHIN WALL TO REMAIN. TIE INTO I �4A �//j o v OUNER TO BE SALVAGED. REMOVE AND. PLACE THE DESIGNATED O EXISTING FIXTURE, SAN t WATER CCNN'S 70 REMAIN. CLEAN EXISTING o NEW au LINE f ' pe / 9 ' . SALVAGED IN A LOCATION DIRECTED BY THE OWNER FIXTURE t REPAIR /REPLACE SEALS, VALVES, ETC., AS READ. THE EXISTING CONDITIONS SHOILN ON THESE DOCUMENTS WERE Base, UPON • • EXISTING P(// G9e 8 - O EXISTING 3/4° 14.1 LINE DM TO FIXTURES TO REMAIN I I DRAWINGS PREPARED BY JENCEN ARCHITECTS. THE GENERAL CONTRACTOR IS THORSON BAKER &Associates, Inc. O d ` 2. CONTRACTOR TO VERIFY ALL EXISTING UNDERFLOOR SANITARY, STORM O ALL EXISTING FIXTURES AND ASSOCIATED SAN AND WATER RESPONSIBLE FOR FIELD VERIFYING ALL ING C EXISTONDITIONS. ANT DISCREPANCIES g ay WATER PIPING FRIOR TO START OF ANY NOR( LINES NOT SHOUN TO BE REMOVED. CAP AS REQUIRED AND PATCH U EXISTING GREASE WASTE TO BE ABANDONED. ALL EXIST. FD 4 ARE TO BE M'EDIATELY REPORTED TO THE ENGINEER AND ARCHITECT, PRIOR TO Consulting Engineers K z SURFACES TO MATCH EXISTING FS TO BE FILLED, PATCHED 4 LEVEL TO MATCH EXISTING AS QUIRED. PROCEEDING WITH ANY CF THE WOW M QUESTION. 3030 r S tot Rood (3305 659 -6666 Ph. U T E < �m6me, onto M286 6 (330) 659 -fi675 Fox p,...1 0 E I 0g00. vly Ear U" P a It I? F r� f � 1" l _ _ I ' S o k _, ' k 3 4 t 4' 2j--- lift ARCNTECTURE 1 fe 1 1 � 3 / � iNcAL)� Oki' o r L l A " Ay / 3j4. \ \ CLIE 15 �� 3/4, � \ I�" 3•V FO T O \ \ W qM PHONE 296•789• 0939 110 Oft 3" ` f `T \ 3 d \ � + I I " R O A IL 5� / f ly, P IER IG� I ,017sr 4b �+ '� -0 gyp• oy s 1a " 3 2 05 . 3 y a , Y" r / III p ( GE OOPOs;; y ,�� A i3 ,,,;s rat 6 4-' Eismiernickat io I , \ 7 // 6 p" -1 / \ ? . 3 \f)`yr ° " cup L SANITARY DIAGRAM �I12 .0 WATER RISER DIAGRAM ��V I G H NTS �� N �� 1 yr� ° r0 ^ v SE Ii A` / r I- >1 L V C w R° 4 CZ um NOTE_ �� ^ cn WATER SERVICE TIGHT TO WALL, ` ��ee ❑ © PROPERLY SUPPORT WIN WALL A) `V ! V2" CLAMPS. P r. ROUTE T J WALL i0 OUTSIDE OF t i U © BLDG. FOR SITE IPo2IGATIG41 (NOTE: 1- L / : IRRIGATION WILL RUN ON 117ER _ O DURMG TEfJJAIT OFF HOURS) OPICAL VALVE ^ ►l��. CENTERLNE 36° QI CHECK VALVE I° I cfTroFTU 36" GRAB BAR :HO:1DM) ABOVE FNISFED FLOOR I E TANK WATER CLOSET. Y O O AttROL NO . ST -12 APR 2 3 2002 OFF NSIDE COR cF 1 IR° 3 WALL 6 0G . M A ► , , , < ► 4 �� p< CENTERLINE IS" IQ DIELECTRIC UNION Q+ I° O PERMIT CENTER 36x24 MIRROR O ABOVE FINISHED FLOOR uL4TER L i 1 p a 00 54' MN O a p' 42' • FINISHED FLOOR Q T E P RELIEF VALVE I36' MAX AIR GAP 3�D 0 PIPE RELIEF DRAIN, FULL 0 2 x PIPE DIA S!IE TO MOP SING W/ _ 2' AIR BREAK TO MOP S SI D 0 OO DR4N PAN FIRED FULL (_, I `- ^ CODED NOTES: NE SW W/ `=-r \�I m i I I 11/2" O 0 SLEEVE AND SEAL THRU FLOOR 2" AIR BREAK /�! "- m r / @ SHUT -OFF VALVE .. 0 GRAS BARS AT @ 'RPT' REDUCED PRESSURE BACKROW .- ... WATER CLOSETS 6" MAX FREVENTER, WATTS No. sass -QT, 2" S" MIN PIPE RELIEF PORT TO FLOOR DRAIN. . ® PRESSUle REDUCING VALve, WATER HEATER DETAIL NO. U5B. SET PRESSURE AT 80 PSI. NTS Vi LAVATORY CLEARANCES ® NEW INCG411P1'W WATER SERVICE • •* TYPICAL HANDICAP - EQUIPPED TOILET ROOM DETAIL © TRAP PRIMER VALVE. PRECISION $ PLUMBING PRODUCTS, MODEL OREGON NTS "I, WITH 1R" DRAIN TO FLOOR DRAIN NpT ..yy�� HOT WATER AND DRAM PIPES UNDER LAVATORIES SHALL BE NSUI_A1ED OR ® WATER METER RiRJISH 1 INSTALL Z.....- OTHERWISE CO TO PROTECT AGAINST CON TACT. THERE SHALL BE PER LOCAL WATER DEPT'S. REQMTS. , / ii in NO SHARP OR ABRASIVE SURFACES UND LAVATORIES. 7 w ,‘... Q INCOMING WATER SERVICE p ��p��gz9 T Z PIPING DIAGRAM THE EXISTING CONDITIC415 SHoUN cN THESE DOGPIENTS WERE BASED UPON EXISTING :: �� JP , , , LI DRAWINGS PREPARED BY JENCEN ARCHITECTS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS. ANY DISCREPANCIES THORSON BAKER & Associates, Inc. 5 ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER D ARCHITECT, PRIOR TO Consulting Engineers PROCEEDING WITH ANY OF THE WORK N CUESTION. = K AN =inn= 8haet= R"d gq 859-6688 Ph P - 2 Richfieltl, Ohio 44286 ( 330 ) 859 -88]5 Fez U .L rOW4141*°L1. _GENERAL NOTES MINIMUM LAP SPUCE AND ANCHORAGE DIMENSION TABLE CODE: UNIFORM BUILDING CODE (UBC) 3000 PSI NORMAL WEIGHT CONCRETE, Fy = GRADE 60, NON - COATED BARS ' YEAR: 1997 DESIGN LOADS TOP BARS OTHER BARS GROUND SNOW LOAD 25PSF BAR SIZE LAP ANCHORAGE BAR SIZE LAP ANCHORAGE ROOF LIVE LOAD 18 PSF( +DRIFTING) 3 28" 27 #3 27 1 ROOF DEAD LOAD 15 PSF 5 47 36" # 36 28" DESIGN WIND LOADS BASIC WIND SPEED -- 80 MPH 4000 PSI NORMAL WEIGHT CONCRETE, Fy = GRADE 60, NON - COATED BARS EXPOSURE: B TOP BARS OTHER BARS ! IMPORTANCE FACTOR (I)= 1.00 EFV BAR SIZE LAP ANCHORAGE BAR SIZE LAP ANCHORAGE PRIMARY FRAME ` 3 24 19 113 19" 15" I DADS (PSF) 4 33 25 114 25" 19" � y � ppI HEIGHT (FT) WINDWARD LEEWARD 5 41 31' T/5 31" 24" Ae RCC HO ITC LI VINLr. 0 -20' 8.8 5.5 WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF THE SMALLER BAR I NETAOL DD ESION ROOF UPI IFT OR THE ANCHORAGE DIMENSION OF THE LARGER BAR. USE WHICHEVER DIMENSION IS GROSS IET LARGER. 14.3 PSF 4.3 PSF MINIMUM CONCRETE C'IL/ER FOR REINFORCING 2eso =LP MEM CLOWN% ONO COMPONENTS AND CLADDING: USE THE MOST STRINGENT WIND LOAD OBTAINED FROM CODE, CONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF ACI 117 AND ACI 318 - 441 FACTORY MUTUAL AND THE PROJECT SPECIFICATIONS. CLADDING MANUFACTURER SHALL CONSIDER INCREASED PRESSURE COEFFICIENTS AT BUILDING CORNERS, EAVES, AND RAKES. LOCATION MINIMUM COVER WALT EI FMFNTS WAI I CORNER ELEMENTS FOOTINGS AND GRADE BEAMS CAST AGAINST 3" PHO 6 2 r 2811.011 ±13.2 PSF 13.2 PSF, -'I6.5 PSF & PERMANENTLY EXPOSED TO EARTH FAL 21,..781.0134 PARAPET ELEMENTS STRUCTURAL STEEL t 14.3 PSF SEISMIC STRUCTURAL STEEL: (W SHAPES) ASTM A992 (FY = 50KSI) • UNO ZONE: 3 (PLATE, ANGLES) ASTM A A 6 UNO BASIC STRUCTURAL SYSTEM: BEARING WALL SYSTEM LATERAL FORCE RESISTING SYSTEM: LIGHT- FRAMED WALLS WITH SHEAR PANELS TUBULAR SHAPES: ASTM A500 GRADE B (FY =46 KSI) EUSSELL (ALL OTHER LIGHT - FRAMED WALLS) AND PIPE SECTIONS: ASTM A53, TYPE E. OR 5, GRADE B I ' B MASONRY SHEAR WALLS - � O p wnsrr 9'I DUCTILITY FACTOR (R)= 4.5 DETAIUNG, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST AISC O yi' o SEISMIC FORCE AMPLIFICATION FACTOR: (Oo) 2.8 SPECIFICATIONS. 1 ; " ANALYSIS PROCEDURES: STATIC FORCE PROCEDURE ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED; ASPHALTIC PAINTS ARE NOT ACCEPTABLE. - - f 3 G FNFRAI l'' R F Gr r S: t FIELD CONNECTIONS SHALL BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE USING m> THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING IS 3/4 HIGH STRENGTH BOLTS CONFORMING TO ASTM A325.. ONE SIDED CONNECTIONS. ARE NOT ' SION t. ' FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE PERMITTED UNLESS DETAILED ON - DRAWINGS. , ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND !7'S `i.- COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SUP CRITICAL BOLTS (FRICTION BOLTS) SHALL BE USED AT. THE FOLLOWING LOCATIONS: SHORING, TEMPORARY BRACING, ETC. THAT MAY BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. 1. MOMENT CONNECTIONS 2. CROSS BRACING CONNECTIONS FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION. L WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ALL CONNECTIONS TO TUBES AND PIPES SHALL USE. THRU PLATES UNLESS NOTED OTHERWISE. ALL WELDING SHALL BE DONE USING E -70XX ELECTRODES IN ACCORDANCE WITH THE LATEST L fi 0 FOUNDATION AWS SPECIFICATIONS. C 6r THE CONTRACTOR SHALL FAMIUARIZE THEMSELVES WITH THE SITE WORK THESE DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND 0 t 1 AND EXISTING CONDITIONS BEFORE STARTING CONSTRUCTION. ARCHITECTURAL CLEARANCES. V LLt A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE GENERAL CONTRACTOR SHALL VERIFY ALL STRUCTURAL BEAM LOCATIONS, MECHANICAL UNIT Q CONSTRUCTION REVIEW TO INSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING WEIGHTS AND OPENING SIZES AND LOCATIONS WITH MECHANICAL CONTRACTOR AND VENDOR'S A Q THE EXCAVATION, BACKFlLL, AND FOUNDATION PHASES OF THE PROJECT. DRAWINGS FOR ACTUAL MECHANICAL UNIT PURCHASED. �� THE SOILS TESTING LABORATORY SHALL DISCUSS. WITH THE ENGINEER THE DESIGN INTENT 7 • 0 OF THE CONSTRUCTION DOCUMENTS AND THE LEN i ING PROCEDURES USED TO INSURE FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING" CONSTRUCTION _ Q CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS BEFORE CONSTRUCTION BEGINS. INFORM BEFORE FABRICATION. THE ENGINEER OF ANY VARIANCE IN THESE .PROCEDURES. 0. IT SHALL BE. THE RESPONSIBILITY OF THE SOILS .TESTING LABORATORY TO DETERMINE ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE ADJUSTABLE TOPSOIL AND EXCAVATION STRIPPING DEPTH; INSPECT ALL SUBSOIL EXPOSED DURING MASONRY. ANCHORS AT 2' -0 O.C. 1 al p STRIPPING, SITE GRADING, AND EXCAVATION OPERATIONS; APPROVE FILL MATERIALS. ) VJ PERFORM DENSITY TESTS OF FILLS TO INSURE PLACEMENT PER SPECIFICATION WOOD FRAMING ��V REQUIREMENTS; INSPECT FOUNDATION BEARING SURFACES. ®� EA DETAIL, FABRICATE AND ERECT STRUCTURAL WOOD IN ACCORDANCE WITH THE. NATIONAL 3 O 03 FOUNDATION DESIGN IS BASED ON 2000 PSF BEARING PRESSURE ON FIRM DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, THE PROJECT SPECIFICATIONS AND •L L UNDISTURBED SOIL. THIS BEARING PRESSURE VALUE IS BASED ON THE MERRITT + PARDINI THESE DRAWINGS. 1 ) co DRAWINGS DATED AUGUST 30, 1996 / =� STRESS -GRADE LUMBER FOR JOISTS, BEAMS AND COLUMNS SHALL DEVELOP WORKING STRESSES M. INUNDATION AND LONG TERM EXPOSURE.OF BEARING SURFACES, WHICH WILL RESULT IN . {� / OF NOT LESS THAN . c J) � DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION. 1;000 PSI IN BENDING, Fb - 675 PSI IN TENSION, Ft ALL FILL MATERIALS SHALL BE FREE OF ORGANIC CONTAMINATIONS AND OTHER DELETERIOUS PN H IN ORIZONTAL S PARALLEL. WITH GRAIN, Fc , 0 >. BD P I 51 N H MATTER. 90 P SHFAR,Fv c9 E = 1,600,000 PSI �. 3 - S FOR BACKFILL AGAINST FOOTINGS. PLACE IN 8" THICK LAYERS. WITH EACH LIFT COMPACTED MAXIMUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALLNOT EXCEED 19 % s 19%. AT NEAR OPTIMUM MOISTURE CONTENT, UNTIL A MINIMUM IN PLACE I , q 9F • - r THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698 IS ACHIEV .01112• e 1 0 • Q3 FLOOR JOISTS FRAMING INTO THE SIDE OF STRESS GRADE. LUMBER BEAMS, OR STEEL BEAMS i L REQUIRE JOIST HANGERS WITH THE FOLLOWING MINIMUM CAPACITIES PER JOIST: L.. CO O NOTIFY STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN VARIANCE 1 U 0 WITH THE SOILS REPORT. 2" X 6" 900 CAP a 2 X 8 1,200 CAP CONRETE C 2" X 10" 1,600 CAP 7 X 17 1,900 CAP ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: SPREAD FOOTINGS - 3,000 PST. AT BEARING ENDS OF WOOD BEAMS, PROVIDE WOOD POST WITH ONE STUD FOR EACH NOMINAL ALL OTHER CONCRETE - 4,000 PSI. TWO INCHES OF BEAM THICKNESS. CONCRETE SHALL CONTAIN A MINIMUM CEMENT CONTENT PER CUBIC YARD: NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED, QIEW030 5.03 OR APPROVED BY THE ENGINEER. 3,000 PSI - 470 # 4,000 PSI - 564 # ALL SILL PLATES SHALL BE TREATED WOOD. ALL CONCRETE SHALL HAVE THE FOLLOWING MAXIMUM WATER CEMENT RATIOS: FRAMING HANGERS, CAPS, HOLD DOWNS, BASES. ANCHORS, CONNECTIONS, ETC., SHALL BE �� ZiN'� ^ I , AS MANUFACTURED BY "SIMPSON COMPANY. 101° COMPRESSIVE NON -AIR ENTRAINED AIR ENTRAINED 0 STRENGTH SPFCIAI INSPECTION 3,000 PSI 0.60 S Zpp2 4,000 PSI 0.55 0.45 SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY A 0_ THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE _ yp;ED REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTION SHALL BE PAID BY I1 c0t g. NO TACK WELDING OF REINFORCING IN THE FIELD WILL BE PERMITTED. THE OWNER. 1y177LID�'' ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301 -99, `SPECIFICATIONS FOR REQUIRED SPFCIAI INSPECTIONS _ u F STRUCTURAL CONCRETE' AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE. IX IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE a ALL DETAIUNG, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. u B NOTED, SHALL CONFORM TO ACI 318 -.99; "BUILDING CODE REQUIREMENTS FOR STRUCTURAL ..1 ,; CONCRETE". AND THE LATEST ACI ° MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED 1. STRUCTURAL STEEL FABRICATION c�TY OFrui CONCRETE STRUCTURES." P 2. FIELD WELDING JUN 2 8 2002 u PROVIDE 6% (t 1 %) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO THE WEATHER OR • D VULNERABLE TO DEICERS. 3. HIGH STRENGTH BOLTS - PERMr cENrEH _ ' N 4 . FABRICATED STRUCTURAL WOOD ELEMENTS. .4 SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE g AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTUNED IN THE BUILDING B (H CODE. 0 i v ■ z THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS AKE MI II a BASED . UPON EXISTING DRAWINGS PREPARED BY MERRITT + PARDINI 7HORSON BAKER k ASSOCIOfQS, Inc. ° DATED AUGUST 30, 199& THE GENERAL CONTRACTOR IS RESPONSIBLE W E FOR FIELD VERIFYING ALL EXISTING CONDITIONS. ANY DISCREPANCIES Consulting Engineers I VE ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT, JO30 West 54eNaom RwC (3303 P PRIOR TO PROCEEDING WITH ANY OF THE WORK IN QUESTION: w hrma, oho ga (3303 s6 , 9 659_- 6 , 7 66.8 5 &59 -6694 � rob; : . o SEE ARCH. i.maim_ .,,- <'' i J z o (E) WALL _ - - I" PREMOLDED N 6 METAL o F t ..::.. STUDS ® O.C. t i U o . - • OR SLAB �����0 + t �� • _ BOLTS ■ 5' - 7' -6" 4' -3" 12' -G' 4 ' - T - 5'-0" C 7' -1 'A * • ! - i �� . ,I T /GONG. EL= 100'-0" ry h ry ti 9`,' �I��se % G�T(G',105�G�441JG� i7 410 p �1 / p-\ 4 ryy+ O, 4® ry /p 0 +� d l �� ° a LS u �.°�IIL DEMON I Q O Qw` O K' O O ( N) VAULT S PRECAST CONCRETE VAULT AND �'►����4 c — _ ` x `` ` x `x - CONNECTIONS TO SLAB BY OTHERS �O�Oj = _ I _� IEj .c:..:.... ❖: - -. r.� •' •.�.. BOND BREAKER COORDINATE. ' . 4 i II I I I I C Lam_- ..... ... ............................... .•.•..o .... -. N T CONTRACTOR TO _ - EXPANDED BANK VAULT -I I e l�M J J I J -� MESH W /DLNMOND PATTERN (E) -SLAB ON GRADE t.:.1 . ° ° - ••.r .,. ..�Rl. , u «i A TAPER PIERS AT wo VAULT SLAB TO BE 1' - NOT LARGER THAN 3"x8" $* ° II I CORNERS TO PROMOTE b ZF z o THICK W/ (2) GRIDS OF b ����� (N) FOOTIN DRAINAGE (TOP.) i oX T = EXPANDED BANK VAULT ME' - I j ° : ° ma x ° x .a . � p � g � O W Z MA- , x ° ° x° a —x I �.T •i•Ge (E) FOOTING ° ° REROUTE EXISTING LS PBe� Ni/ Q T w -° • • • • . e ) (�' FOUNDATION DRAIN IF o ; L © x -x x -x • ° : . y ° _ �.' PRESE ���! ��.��9.� �I� . $ • e E SCHEDULE • ` S. • i �.i.k : (E) GRANULAR FILL 13' -4 7.-3- (N) VAPOR BARRIER 4 LT GA POSTS I / \ 3 I (N) GRANULAR FILL I S B ON GRADE I • ♦ (�..`i /'Jn SECTION O, - SECTION Oz RUSSEL A WALL SEE ARCH. INTERIOR PARTITION i. . - . j ,. O y 4 w � t o � ° , ` 1 1� j REMOVE EXITING MASONRY ,� �. WALL DOWN TO (- O' -8") r G Ov � • � f G 7 71y1 INFILL VOID WITH NON- SHRINK 0 0C... `�1 GROUT. 1--, `- . � S/oN L 1 1 A l p 1 EXISTING CURB I SEE ARCH SEE ARCH. (N) STUD <D 1 f ii.... TO BE REMOVED -H I I SEE DEMOLITION PLAN ' , SEE 4/S -4 L B I / OR FI NISH (E) WALL FOR FINISH I C 7 i Gp (E) WALL AND I � / / `I 11 _ - -) I (I FOOTING i 0 EXP. BOLTS Iii L t ' p i g \ /O EX BOL Q .. - _ i �/�r. 2' -0 . O.C. TS I 2 -0" 0.C. �I (E) S.O. co (E) PAVEMENT a 1�4 (E) S.O.G i (N) 18GA TRA ( f f C_.< 'I I , �i r (N) PAVEMENT I •Q dA , I ! +i - ° • • rev'.•' • iI? q Ye • !'ii- 1 ° ' �- O p t i.• .e •.Ne ryi ° r e •.i�ey • O eC .. r b r � e r ' r e r� Alt a •t;• • e;e, J � I iG /pis • �.ye.a _ BOND BREAKER •� j (,-.2i I m ® , ` i i` 4 `G` .y�'w : �t�e. 1 p�p�q��e q •e; , �� // �� 0 � y� iyyytw a �. w °. * .. i t$14ii r• e , l of j� i 2 ®' �lOj .4-,,"4 m p a , ° - -- - - - - -� !�i�i�` � °� ° p 0 \er. r G . p v p `i �p J J.p a pt • • er. EXISTING CURB � , � yy,�.� _ 0° q G G / G G G G i� �4 Ste- ° i �i �i -iii � �, Z� . 1 " 1 / -- _ L/ - - - 1 _ _ -- ` ``\ `` i,`` ii`' i``'``i /``i'` i``i'\i``i``i `i,`` (E) FOOTING ( #4 CONT. J • � �. Eg 1 3w.! A 6 e ., r ?� ) rk ` � �- - � 0 S ECTION 3 S 4 4 Cl, Ls � � I J+ s',-6,,,,, o I I 2 +6 o • _ =1 ' -O• O 4 -1. -cf 0 �+ X A 0:11111 5• -D" .I• 13' -10" 5' 0" • _ - EC L I I I I CU O I C e : 185 -0"I , 8' -0" t 18' -0"± , 8' -0"t 18' -0"t +yr""w"c ii. O 0 O Cip O FOUNDATION PLAN AA G IEVOSB0[ iS * - =1, — cE !' COLUMN FOOTING SCHEDULE 2000 PSF NOTES: MARK FOOTING SIZE REINFORCING REMARKS TOP OF SLAB ELEVTATION =too -o On WOO • - - ELEVATIONS NOTED THUS (±0' -0") ARE TO TOP OF FOOTING REFERENCED FROM LENGTH x WIDTH x DEPTH SLAB ON GRADE ELEVATION (UNO). L. .BOTTOM OF NEW FOOTING TO MATCH ,U` _ E � O2 F4.25x1.25 4'- 3"x1' -3" (2) - #4 T & B. W. BOTTOM OF EXISTING FOOTING - - SEE ARCHITECTURAL DRAWINGS FOR FINISH OF SLAB-ON-GRADE F5.Ox1.25 5'- 0"x1' -3" (2) - #4 T & B, LW. - BOTTOM OF IXISTIN FOOTING TO MATCH - SEE SHEET S -1 FOR GENERAL NOTES. rfit, w . COORDINATE WITH ARCHITECTURAL DRAWINGS. POST SHALL BE WITHIN ,Ti" PARTITION WALLS. __ - G.C. SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION c OR PURCHASE OF MATERIALS. u. - (E) DENOTES EXISTING CONSTRUCTION. SEE NOTE 1. : crrvo( r � , 1 g - (N) DENOTES NEW CONSTRUCTION. SEE NOTE 1. JUN 2 8 200? - .. COORDINATE DIMENSIONS WFIH ARCHITECTURAL DRAWINGS. aeRMSTCE55R 5 b 9 n n Z NOTE 1; o Z T HE EXISTING CONDITIONS SHOWN. ON THESE DOCUMENTS WERE !. a I '• Irj BASED UPON. EXISTING DRAWINGS PREPARED BY MERRITT' + PARDINI THORSON BAKER &Assoc Inc. DATED AUGUST 30, 1996. THE GENERAL CONTRACTOR ! IS RESPONSIBLE ConsuN. En FOR FIELD VERIFYING ALL. EXISTING CONDITIONS. ANY DISCREPANCIES o ARE TO BE IMMEDIATELY REPORTED TO WORK AND ARCHITECT. sow w•rti ne. si a.., <<3301 ass - saes ph. a : PRIOR TO PROCEE ING WITH ITH TTFI ANY Y OF THE E WORK IN QUESTION. Richfield on;, aaxss WO 658 .. 2 ..„ p . vij 1 . LT .. GA. HEADER: ,L (2) 8 "x16GA STUDS W/ T,y` A 18GA TRACK T &B y 0 � 4® sits Q� P � (111) S 7G �( , 'S. .... J ! J I,. (E) SHEATHING 11 III • N I 1 - _- -- -I O Z I (E) -6x8 © .:_ :. ` o -`\ _: _(Nf2i12_'1- _ , f b- 30U < \ I ' _ 1 U 0 ,, ,, +�' e�M (=1M BL SOLID OCKIN '� I \ 1 -'x q'x18 GA �u�G®� _ j A t3GLE S CONT. , SEE r I , r 1 j Ir ® ` 16d NAILS SE _ ARC. DWGS. FOR FINISH O. b�rraa rte. oonn Q y .• + � a P / ' � Q I (E) MASONRY WALL �' ® O. 2 x2 " x 16GA .°Q rRi v ., HOTEC ITv rRi E �j m IR IET I L DIES0ON LkIE` I 1 . (E) -2x8 m � m 'WI,'1 ®g" A. ° D 'A (N) (2) 2x10 VI + • • ++ MIN 0 r__ PROVIDE LATERAL BRACI EXT. USE , _ L3z3x4x0' -3" PROVIDE HCCTAC(3 -5) I PLYWOOD SPACERS MI 2850 EUCLID AVENUE REMOVE EXIST. MASONRY HINGE CONNECTION D.',...401 I ® 4' -O" O.C. (MAX.) WALL SEE ARCH. =VELA Nil� y OH 44 _ 2x8 , (N) -2 x 8 's 1 i 16 (N) (3) EW TS / 0 A \ No PNO EB 29( .%1890®939 \\ SECTI cii: S E E ARCH. QX9 M789.0136 (E) -RTU ® 0' t__� ! I - - \ O n I L5x31x0' -6 - �— © R ETURN 1 " 1 , ® ; N - - L\ ® ( #10 TEK SCREWS 2 .S. I I ( ) o ® EACH STUD AT OS E TS5x5 kUSSE ii E -RTU 1 F E RTU -� — - - -w o - PENETRATE E << B. C) C )- I 7 ,_ Q 1 6GA. TRACK ( I p� ` —d u7 I WALL AS REQ'D e., ` , 11111 S I a �- #10 TEK SCREWS AS SHOWN a 1 2z6 R, SCREW ij —® - .c (0-SHEATHING 0 CONNECTION TO (E) TS5x5 �_, m (E) 2x BLOCKING () - TO (E) JOIST + a, , 232, 72-03 1 N - (N) H1 CUT SHEATHING + O k FCtsiES _ ._ _ AS REQUIRED __ - -- c:v (E)- , • — W _ T /(E) CONST. ONAL OPEC WEB JOIST _ ' O ,� _ _ - � � n _ ( • � Q 'll I + + ELEV.= 117' -2"t 4 C- _ 1I `.. , -- _ n ii I I� (N) 2x4 HANGER ( 2x BLOCKIN (E) WOOD FRAMING TO REMAIN I o, ci -H A f A T EACH JOIST CUT OFF AS REQUIRED , �, —_ — - / L N 2x4 HANGER ` 1 Qt D j v - L - © \ .. . � A 4 ' -0 " O. C. A 1 �" ^ 0 h 0 j ® H 0 THREADED STUDS +4 a • ,�+ g + � 1 (� 4' -0 O. C. WELDED TO I.. C 0 • �� � 1 � 3 ( N ) 2x4 TSSx7, PROVIDE NUTS & WASHERS A m , r r \P a ,LEI O �, �� f DIAGONAL N W 4 , 0 �, .0_ � (E) 6z8 __ -" — I - _ 4 E + ( 2x6 R .. ---- --- ---- h ,�, ' r --,/,-- 3 -121 C TRACK ® EA. JOIST / 16GA. 4 © II ( ) x6 ® 24 O�L I © �OPP. HAND ID' / ^% Q o (N) -2x6 ®2' -0" O.C. � i W c< a� CO � ® N N ® d0 m (N) 2x6 - (N) 2x4 CONT. / •�/ r 2-12 �g + L. — (N) TS5x7x �F + * � �n L B /STEEL EL.= +112 -8g" 0 i I I L�1 OPP. HAIvD� T S 6 ' I (N) N._ 2 " THRU BOLT N) -2x4 CONT. I I o'=^ x• FL' I ©® I S TOP & BOTT. SOLID BLOCKING / 1 1 NEW TSSx7 _I J v, CO P / 18' -0 '+ 18' - "t 18' -0 "f T 18' - "t � 18' -O "t (E; FRAMING TO REMAIN NEW CONT. Pt J _ (\/ a = dj) 0 O O O 0 COIL DOOR (E) 2x4 TO BE REMOVED GLAZING SYSTEM • L L 2 / SEE ARCH. © I I J ^` REMOVE EXISTING FRAMING A . D _ . PER ARCHITECTURAL DWGS. `" v, ~ ROOF FRAMING PLAN — 4- _-I a `/, - I F � \ �•R1 e -1• -0" i (E) TS5x5 I V J' 11 NOTES: _ (N) = NEW CONSTRUCTION. ^` i W s V - (E) = EXISTING CONSTRUCTION. I I ..c L • - PROVIDE METAL ANCHORS AT ROOF FRAMING TO RESIST UPLIFT. FIELD VERIFY I 0 E - SEE A DRAWINGS FOR ROOF ELEVATIONS. 11Y" © YYY C'i TU ^ L - SEE 5 -1 FOR GENERAL NOTES. ,„,,,,,o � L �� REMOVE EXISTING SECTION 2 _ • COORDINATE WITH ARCHITECTURAL DRAWINGS. P -1 SHALL BE WITHIN PARTITION WALL I I f FRAMING PER g 2992. ,Q ARCHITECTURAL DWGS. y " =1' -0" - Bl_ (E) DENOTES EXISTING CONSTRUCTION. SEE NOTE 1. ' AS P;.7 L0 - (N) DENOTES NEW CONSTRUCTION. SEE NOTE 1. I NEW 2x PLATE CY , Oh J,� (N) 5i'x20GA. STUDS "� NE Q800MS ® 2' -0 O.C. II VI I ;E) -WALL TO BE REMOVED EQ. 24" EQ. y FIELD VERIFY "I "I SEE ARCH. FOR FINISH PROVIDE SOLID ^ 1 RU O A307 SHO O WHERE BLOCKING 2x12 CANTILEVER �` ( H (E) -6x8 E) MASONRY WALL SHOWN ON PLAN (N) -28 r THRU BOLTS (E) - JOIST F.S. I I SEE PLAN (4)4'0 A307 (E) TS5x5 BEYOND BLOCKS I THRU -BOLTS (E)- HANGER r ----� i (8) - "9 A307 I la' , � TO METAL STRAP (E) CONSTRUCTION 1 - - I THRU -BOLTS 2x4 I N TO REMAIN E CONSTRUCTION t1 t i -- -- -- - - --- - - - _ - - - - ( ) 0 TION II 1, p" 8" 8" ,0" " . ' i - - i §" MI (MIN.) IMM• '"K11 1 " - C L T� t i 1 I\ __ i / �' 1 ��� ____ ,L i , 11 i 2x CUT PROVIDE f i - r II� �, ELEV. = 11 - "t _ 1� 1 I III � ���� —.1—_„-=°_,,, N L C r 2x4 BRACE' (N) 2x JOIST a:;1a�� ' � I � �� AWAY FOR / / ti 3" �� �� - 11 FIELD VERIFY ' BOLTS 2 -0" O.C _ CLARITY NEW OIS / (N) -(2) 2x 8�1M a (6) -4 "4 A307 THRU -BOLTS f .. E' 6" BRG. I ELEV. U (N) (2) 2x8 PROVIDE JOIST BOLT HEAD & I WASHER (N) -2x8 N.S., F.S. _ E - COL I HANG SHALL BE ON EXTERIOR ( MIN) iii 7 EQ. SPACES ® 4' � 1 THRU -BOLTS 7 �� () i 1 a FACE OF WALL (N) -CMU BLOCK AS S EE JOI ( A REQ'D. MORTAR IN ° (2) -L3x2y PLACE o i u (E) -MAS'Y WALL /� ' L (E) 6x WALL SUPPORT BEAM V V (E) 6x STRUT © (E) OPEN JUN 2 8 2002 < i 109' -1 "t WEB JOIST N $ 9' -6± (FIELD VERIFY) 4 N I SECTION PERMIT CENTER YYY (E) TS COL. BEYOND O �_ NOTE 1 THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE a BASED UPON EXISTING DRAWINGS PREPARED BY MERRITT + PARDINI THORSON BAKER Sc Associates, Inc. . ELEVATION O SECTION f DATED AUGUST 30, 1996. THE GENERAL CONTRACTOR IS RESPONSIBLE Consulting Engineers A 3 E FOR FIELD VERIFYING ALL EXISTING CONDITIONS. ANY DISCREPANCIES _ < y " =l' -0" 5 " =l' — D" ARE TO BE IMMEDIATELY REPORTED. TO THE ENGINEER AND ARCHITECT 3030 Wm[ St ree U2 Roatl 330 659 -66 Ph. ... A °' = PRIOR TO PROCEEDING WITH ANY OF THE WORK IN QUESTION. Eff. ohm +az66 330 659 -6875 Fax R` 'K) rc V r 4", r 1� F y rip PROVIDE SOLID 2x BLOCKING BETWEEN JOIST ME © ROOF JOIST /( E) CONST. 2 "x2 "x18 GA 7x2' x18 GA T I --1- � BEYOND ANGLES CONT.� ANGLES CONT. EL- 117 -2" ~— -_ I f.., I SEEDARCHL ++ ++ I + +' e� JC� i / (N) P -1 3" '� 3" .��� n PROVIDE LT SEE PLAN 3g x2OGA. STUDS N 3e xG S `' i GA. CAP ® 2' -O" O.C. SEE ARC. DWGS. F FINISH ® 2 -0 " O.C. TUDS : INN_ / ARCHITECTURE ON POSTS , + I i r -,- A 'p SEE ARC. DWGS. / — (N) TRACK & STUDS i I FOR FINSIH / �d���a y l® � , , i SEE ARCH. HORIZONTAL BRACES I wn9 uJ I - 1111K - (E) S.O.G. ® 4• -0" O.C. (MAX.) _ _ � 2 "x2 "x18GA 'T _ ._... - -- - J S \ ANGLE CONT. FA O NIS 2116281.01134 ( 2 ) Z "0 EXPANSION Q t Q \�� B OLT SEE 2/S3 FOR SEE 2/S3 FOR SECTION 1 CONNECTION CONNECTION 1 I 4.,_,._0.. O 1 c,RUSSEEL T /(E) CONST T /(E) CONST. _� i O9 NO R �'ASq, 9 A EL.= 117' -2 "f - EL =117' -2 "± y � r' i / / / // EXISTING STUDWALL: �0,� n / AT EAC EXISTING _ S /ONAL134 J II 3 "x20GA f PROVIDE 2x BACKING Q STUDS ®2' -O" O.C. / Z. BLO AS REQ'D _ \ 2 "x2 "X18GA. I / I \ L _ _ ANGLE CONT. L — - I EXISTING MASONRY: 2 "0 THRU BOLTS ♦ + -;� 22 "x18GA STUDS 0 2' -0" O.C. �!+ I ` TYP. 0 BRACES _L � a-+ \ I ■ ` `, 1/8 1" �� � I L i B /HEADER I /�� EL = 112' -9 z" W V (E) OPEN WEB SEE 2/S -4 HORIZONTAL BRACES AT U \ (E) OPEN WEB 2 "x7'x18GA lit JOIST ) JOIST FOR BRACE I 4' -0" O.C. MAX. i - n 1/8 CONNECTION � CUP ANGLES VARIES -SEE ARCH. g BRACE CONNECTION: / -, 'a� a (E) MASONRY WALL: / 6 Q� 0 -307 THRU BOLT JJJ /// a - 0 p « O ® 4' -0" O.C. L3x3x, - CONT. � z (E) STUD: TYP. BRACES 3 SECTION © b O -C ,� " =1, -o 0 _ 11 I V �� (E) MAS'Y ? o r b STUDS ® 2'-Ef O.C. 1I e,- STU D 1 — (2) II BLOCKS 2' -0" A O.C. MAX Q 17K () w �V 2 6 0 LAO I L3x3x I a n • L -/ N SCREWS AT (E) END • 1 a TO (E) STUD CONT. r m 18GA. TRACK 1 (TYP.) ( j n (E) STUD WALL ,1 (E) SHEATHING 1_____, + + V • � I CZ crl • , • 1 N ii) ( �� f 1— as o a 4 "x18GA STUDS SPACED AT 2' -0" O.C. SECTION O HORIZONTAL 4' -0" O.C. (MAX.) VERT. SPACING a " =1 -0" (E) (2) -2x6 (E) TS 1 I�2t�n n �, ll li LS V Oc�00 UV c� • 0 (C) (3) -2x6 S Uh �� ` SEE ARCH'L SEE ARCH. /� , 9 132 FOR FINISH V �V�- •�J (N) -TS (N) -MIL. STUD` (N) -TRACK (N) (3) -2x ..� If r f J r ' SEE 2/S -3 SEE 2/S -3 SEE PLAN ,111 IN `Ci • 0 ' iy � � T r (N) (3) -2•6 11111 �r g W m I 3 " 1 (E) WALL ■ ? . � 1 ' I (BOLT, TYP. �� p SECTION (N)(2)2 "x2 "z16GA 01 TOTAL 12) t S I��ti �I� 1 1 1 11 (E) MASON - 1 1il (4) -3/8" THRU -L RECEIVED U FOR CONNECTION I 'I (N)- SQUARE PL 1/4" I I I CITY OF iatA g (E) -TS5x5 III I (E) -STUD JUN 2 $ 20n7 to (N) 2x6 (E) (3) -2x6 (N) (3) -2x6 ON D (N) (3) - 2x SIDE R TO BEAR ON PERMIT CENT. ,s SEE PLAN (E) (3) -2x6 IA 0 (N) - PL 3/8' ICI I 0 r m a A 4 m § THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE ■ a BASED UPON EXISTING. DRAWINGS PREPARED BY MERRITT + PARDINI • • DETAIL A DETAIL B DETAIL AUGUST THE GENERAL CONTRACTOR RESPONSIBLE '8 0 FOR R FIELD VERIFYING ALL NG ALL EXISTING CONDITIONS. ANY DI SCREPANCIES CIES THORSON BAKER & Associates, Inc. rc 3 - ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT, Consulting Engineers E c a -1' -0 a 1' -0 " PRIOR TO PROCEEDING WITH ANY OF THE WORK IN QUESTIO z K 3030 Ylas[ Btreefabom Road (330) 5 69 -6686 PA. rn < iff, ld, Ohio 44286 gg 658-6675 Fax 5 S — 4 0 le-