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Permit D2000-396 - SOUTHCENTER MALL - MARINERS TEAM STORE - TENANT IMPROVEMENT
SEATTLE MARINER'S TEAM STORE 804 SOUTHCENTER MALL D2000 -396 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: 262304 -9004 Address: 804 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: Setbacks:_, . Water: Wetlands: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. 001 North: .0 South: N/A Sewer: Slopes: Contractor License No: PCLCOSI099NW The granting of this permit cancel the provision of any or the performance of work. development permit. Signature: DEVELOPMENT PERMIT .0 N/A N OCCUPANT . MARINER'S TEAM STORE 804 SOUTHCENTER MALL, TUKWILA, WA OWNER . SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER CONTACT MICHAEL WARD LMN ARCHITECTS, 801 SECOND AVE; STE CONTRACTOR P C L CONSTRUCTION SRVC INC PO BOX 52868, BELLEVUE WA 98015 4***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT IN EXISTING MALL SPACE. t******************************************************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * *' Construction Valuation: $ 145,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N _. No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: . Landscape Irrigation:. N Moving. Oversized Load : N Sanitary Side Sewer:_ N Sewer Main Extension: N Storm Drainage:_ N Street Use: N _ Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ' F. TOTAL DEVELOPMENT PERMIT FEES $ :. 2,059. 9 ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ® . ^� Date CX 22 this perm t and know the same and ordinances governing this herein or not. This permit shall become null and void 180 days from the date of issuance., or for a period of 180 days from the last Start Time: No: Private: Fire East: 98188 Permit Center Authorized Signature: I hereby certify that I have r- -d -nd examine to be true and correct. All p •visions of la work will be complied with, whether specified Print Name:__ rj LL1� Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Phone: RIDGE RD, CLEVELAND OH 44145 Phone: 206- 682 -3460 501, SEATTLE, WA 98104 Phone: 425 - 454 -8020 End Time: (206) 431 -3670 D2000 -396 ISSUED 02/15/2001 08/14/2001 STORE 1997 SPRINKLERED /AFA .0 Public: N does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Date: 2. /71. a/ if the work is not commenced within if the work is suspended or abandoned inspection. r Address: 804 SOUTHCENTER MALL Suite Tenant: Type: DEVPERM Parcel #: 262304 -9004 CITY OF TUKWILA Permit No: D2000 -396 Status: ISSUED Applied: 12/13/2000 Issued: 02/15/2001 *•k ** ****k•k**•I•k **•k* **A *kkA * ** *****• k** *•k'A•*•k*** *•k•k*kA•k•kk•kk**• k*sIck•k•k'A*•A *k* **A•** Permit Conditions 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division . When special i nspection i s r.equi'red :e i ther the owner, architect or engineer sh a'I1 notify the'Tukwila'Bui1dino •Division of appointment of the inspection, agencies prior the first bui "14i`ng inspeut:ion', Copies of all special inspection reportsshaft be submitted to the Buitdinc, Division ,i'n4 timely manner Reports shall contain address. project name, permit number and type of inspection-being peri%`ormed' t ▪ The special inspector shall Isubmit,6 final signed repor . stating whether the work r equiringspecial inspection was.. to theTbes the inspect knowledge, in conformance ' wi tti' app plans and specifications and the applicable work manship provisions. :of the UBC Anv< new "ceiling grid, and light fixture installation i regO to meet lateral bracing requirements -for Seismic Zone:3 Part"itionwalls attacti l'�v ed to ceiling grid. must be lateral brad ;ed if I. ove , "r 'eight (8) feat in 16 '1. Alil - con to be 'done in: conformance with approve plans and requirementsof the Uniform Building Code _(1997, Edtti;on) `as amended Uniform Mechanical'" Code (1997.Edition) and.` %Washington, State Energy Code (,1997 Edition) Validity -of 'permit. The issuance of a .`permit'or approval ` o plans! . speci'fications, and computations shall, not be con- stru6kIto be a permit for or a`n appr oval of; any violation of any of -the provisions of the bu il d i ng code or of any other ordinance rof the jurisdiction. No permit ; presumingto give authority` to; violate_ or cancel the provisions: of this code sha l•-.] be va`l i,d ; ' . Electrical permits shall be obtained- .through the Washington State Division ;'of Labor and`, Industries and all electrical work will be inspected by that-agency ',(248- 6630) . There shall be no `: occupancy of the bu i l d i ng"(s) .,(Atli the final inspection has been completed by the Tukwila Building Inspector: 10. All mechanical work shall be under the City of Tukwila. 11. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail - able until final inspection approval is granted. 12. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 13. ** *FIRE DEPARTMENT CONDITIONS•k ** 14. The attached set of plans have been reviewed by The Fire separate permit issued by z re al 2 J o; •oo rn 0 • w W =, f' • u. w 0 g Q' � d H =. z o Z w uj U � ON 2 U z U N : 0 z Prevention Bureau ar�d are acceptable with the fsl l owi ng concerns: The total number 6t`f.ire extinguishers requi:rea - for your establishment is calculated at one extinguisherfor 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) 16.' Portable fire extinguishers shall be;,,securel_v installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above ::the f 1 oor and the clearance between the bottom of ..°the , ext.i ngu i sher and the floor s h a l l not.be less than 4' inches • Extinguishers shall be iodated so as to b,e in pfain view (if at all pos;sible), or if not in ;plain v they. be. identi fied-with'a "Fire Ectinguisher " , . with an arrow poi the unit ;,(NFPA 10, '106 3) (UFC Standard'e',:10 -1 - , Cl� r access .to ectingu9ishers is required times. ,.They may not be hidden ''or obstructed'•., 1 6 5 Fire r eqfOre''monthly and yearly inspections They' _,have a tag or label ;securely attached that ind#:cates the month and year: that the inspection was per :` identi fy the company or person', `per the service.''} (NFPA 10, ,., 43 4 4 and 4-4.3) six years,' dry chemical a,nd�'halon ° fire extinguishers shall be emptied an'd';sub7,ected to the applicable i recharge procedur,`es . , (NFPA.10,,` 4-4.1) If requtired monthly year lv inspections of the fire` extinguisher(s) are not,ac'complished Or-the inspection t is Ynst complete, a reputable fire extinguisher service rcompapy' w111 b,e required to conduct' these required surveys (NFPA 10, 4`;3, 4 -4) Maintain ;fi r*e- extinguisher coverage throughout No point =i in an unspr i nk l eyed building' '' may be; more than 206 ..1 feet from an exit.,-',,measured a long the path , of travel . (UBC 1004:2 1) . No point `in a „ sprinklered building may be more than ;feet from',an, exit',, measured along, the :path of travel (UBC 1004.2.5.2 2) 23. Exit doors sh0,1 swing in the direction of exit travel when serving any hazardous area or when'servi ng an occupant load of 50 or more. 'CUBC 1003.3 1.5) Exit doors shall . be openebl e : from,,.the inside without the use of a key or any special knowledge or` effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 25 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) 26. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of z 2 J Q: •00 (0 0, cnw W w 0 a , d w ' 2 z � F- O w I- p U 0 -, ,0 I H U. w Z F z i'J *r.U.thalit^40:%032NZAVMWAIVXMAINENTIONKVF4.104WelgriCICMCgi: egress. (UBC 1003 .8.2) • 27. When two or more s from a story are requirC and when • two or more exits from a room or an area are r Auired, exit signs shall be illuminated. (UBC 1003.2.8.4) 28. internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 29. Exits sWall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) . The power supply for means of egress illumination shall normally be provided by the Premises' electrical supply. In the event of it's failure, 'illumination shall be automatically provided from an emergencY Group I, Divisions 1.1. and 1:2 occupancies and for all other occupancies where the means of egress system serves. an occupant loaA,,of,100 ormore. Such'emergenoy systeMs,shall be installed"ip ac.c9rdance with the electrical cade'.'. .(UBC 31. A1.1 exitc!Signs shall _be Illuminated at all times. To ensure continued illumination for ,''a duration of nOt less - thanj0/2 hours in cas:0ofiprimary'power loss', the exit' signs shall also be connected to an emergency electrical sYst PYO.Vi'ded[from"Storage.'Patteries, unit equipment or ancrosite generator set, and the SYstem shall be installed' iha0bor.darice,,.with the,eleCtricarcode. (UBC 1003:2.8,5) 32. Maintian sprinkler coveragO:Per N '13. Add4tion/relocation-of wa1,1S,iclOsets',or partitions may re,Olre-reloCatfng 'SPIrflikler,ProtecOon shall be extended - to all areas where: including all enclosed areas, below obstructions anii than fOUr feet wide. (NFPA"' 13.44..5 -., 34. Al Orew'4:4sp systems and al 1 . .modifications to existing sprinkler systems shall have fire department r eview and approval 'of drawings prior to installation or modificati New s■istems and all ,'modif icattons`to' sprinkler:. - syste more than 50 head's' shall have the writt approval of the Factory Mutual, Industrial Risk' InsurerS any other representative designated and/or reCorgniie4 by the 'City. of Tukwila. prior to submittal to Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City OrdinanCe,#101) 35. All sprinkler system plans, calculations and the contractors Materials. and Test Certificates submitted to the Tukwila Fire Prevention, Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 36. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5-1.4.2) 38. 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 until a fire department permit fl been obtained. (City Or( )1ande #1900) (UFC 1001...1 ' :9. All electrical work and equipment shall confbre'strictly to the standards of The National Electrical Code. (NFPA 70) 40. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 41. Each circuit, breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 42. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction,ArefstOppanttt,i6ns and roof coverings shall be' sPacified Building Code and Fire Ctide:: shall 4 properly repaired, restored or replaced whe damaged, altered, breached, penetrated, removed orAmproprly, installed. (UFC 1111.1) 4 The maximuMflamespread class of finish materials 'use.d on intprion'A011s shall not exceed th'atset'jgrth in.qable140,.[B-B4f the Uniform - Building Code. (Ube 804 44. Your street adaress' p6sted building and shall be : 00411y visible and legible''from.the street: 1Numbers'shall: With their background.. (UFO-901.4'4) • 45 . IniPrdett't 3 with the festesVgclice and fire :PrOcttoR,Under emergency conditions, please post your suAfif, room or aRer' in a conspicuous Place=near the main ant6ydoor., (OFC;901'A' _ 46. F441 Depa4Mni provided for access to al iY fire, • 4ala to r P anels /nth-sPriniqerk,nisens. The appropri 1- e.Y(s ) : -. f 0 " r ac'ceS 51 Nshfl:Pe Placed in the . (o6kbo)< , Order/formS , Musv2h62obialned from the Tukwila. Fire Departfieht: (City',,Ordfharice10 Cori Fire PreventiontBureau towitness,all ,retiUliedpiris'pections and tests.,,JUFC 10:503Y Ordf4nce,A1900",and #1901) ,48. Thisreyiew limited to speculative tenant space only , special fire permits may be ne6essr depending on detailed description of intended use. 49. Any ovei0,00ked,:hazardous condition and/or violation of the adopted Fire„ or - Building Cedes , does not imply approval ;of such condition or violation. 50. The plans were reviewed by 511. If you have any questions, please call the .Tukwila Fire Prevention Bureau at (206)575-4407. I hereby certify that I have read 'these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit, does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. Signature: Date: - \ / 31 z ce J0 00: Lux! ujo —J • U) LI; 1- 0 111 • 2 1 11/ C.):' • z: o 2 1 • Project Name/Tenant: �4a\Ne Nl c lvte l ea.ry . Value of Construction: "r 14.6, ccu, c-` Site Address (include suite number) City State/Zip: & 4- 60,,(1-1A cev\tz1 Niel . c . W/ ' Tax Parcel Number: Z6 2 - 304 - 900<4- Propery Owner: K k:..Varcl Jac -0 \0 -5 - rroLtc tvt 4. Phone: 206 - 2 - 04 23 Fax #: 2-o6 - 244 - e 60 7 Street Address: City State/Zip: 6 3 0 ic.. . Mall , a4-* . ln4A 0 0 I Y e, Contractor: Ter �P7 Phone: t- z — 80 (- 4-6 Street Address: City State/Zip: 14 NE 2gkt1 1 €. 113 / Fellev„e AAA- 10001 Fax #: 4-2c? .- gO (- 34-2- r '5 Architect: t- MN Arcki k Phoq aG - 6i 2 - 3+6 Street Address: City State/Zip: 501 SE'cuv\ 1 Avg , 5,,L 5vl a‘'.02 WA g 0 (U 4- Fax #: 9V6 - 34 - c) 3 60 Engineer: k"t C.n5 Evn t v1e� �) Phone: 206 - 6 2 2 - 6022 Street Address: �� City State/Zip: 12-01 1 t- A.r -l-e c) W Sea4 -Ne , wf� 9 010 l Fax #: . 2e-.26 - 6 2 2 - 8 ( '3v / Contact Person: M cA/tae) (4 ar t — LAN AcclAi i €c Phone: 2 06 - 6 (6 2- - 34& Street Address: City State/Zip: OCA S c'tc)Ad , 51,ii\ e SO 1 sea-M , wA I �4- Fax #: .206- 3 - 9 300 Description of work to be done (please be specific): ` Tevl T- i v'viocvve' v Levi r h ev i s-V v� a, i/►'I cal \ cj(:)..._c_._= Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Proposed use: Re ta i l ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: 33 , 1 3 existing No. of Stories: � Area of construction (sq ft): ( 54- Will there be a change of use? ❑ yes . 1 7 C no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 17t.no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will Will there be storage of flammable/combustible hazardous material in the building? ❑ yes - �� no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application 11 /30/00 cipennil.doc CITY OF TU* T'ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Size(s): Size(s): Size(s): APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews maybe determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut cubic y ❑ Sanitary Side Sewer #: ❑ Storm Drainage U Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Size(s): ds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: Project Number: P ermit Number: D 2000_31 G9 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 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. Date application accepted: IZ- I tsj Date ap ication 1xp � I AgpI ca i taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM }.ty2:7gi:E�atflt „'�ti.ihP.uTc d' cYa' t; Nltr.,. isu., ti.: �ti7 :itifrr4ac Z � W 1 UQ to J F- U) W W O u_ ? U W Z � W O 92 O 1— W F r- U. r” lll U - - I O H Z BUILDING OWNE' OR AUT,HO'4ZEP AGEN Signature: ' e` f /,/,,,/ Date: ' z _ ` 2, _ Gifp Print name: M C 3e.\ kl.a.rA Pfjq 6 - h ° 2 -34-(--6 L Fa ?OFD - 543 - c oe5 Address 1 Sew �/e I �u;� 5v� t ! State / i Ci c�e j W� ° )`o'1oG(- APPLICAONS MUST RE SUBMITTED WITH T • FOLLOWING: A ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER A ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ia 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(5) sets for structural work), which include : -St ❑ Site Plan (including existing fire hydrant location(s) ❑ a o a o 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 ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/301(H) cipermil.doe 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, 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 only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details 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 sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 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 ". :..- ! J d 4 : a:,AA.,..;t 4.fl ,.ti.i u i . . . . . s s a . & 1 + 4 sJ24�v...ai. Z W -J O 00 to J I w _ u = CI w Z = I— O W F - U 0}- w w I— w z U� 2 O~ Z n * *h* * * ** * * * * * * * ** * * ** ***+ i***** * * * *** * * * * * * * * * * * * * * * * *•k * * ** ** CT1Y, OF 1'llKWLLH. WA � TRAM -J/111 1 * * * * * * * ** * ** *fir * ** * * * * ** *,t ic * * *t* h:l* : * * * ** ****** * **A*h** *k Tt;fl N SI+f1T Number: R980c ?406 Amount: B09.74 12/J.3/00 _13:05 Payment Method: CHECK Notation: LMN I4RCH:t "rECTl3 :twit: TL3. t'ermit.`•No: I)2000 -396 'type: DEVPERI4 . DEVELOPt4ENT PERtdt'f__ Parcel No: ' 262304•-9004 1te 'Address: 80b SOU MALL Iota! Fees: 2.05'5.49 iM is Pavment 809..74 Total ALL Pmts: 809.74 t3zt I anee: 1.24'3.75 ***** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Account' Code Descr i of 1 an (amount 0 00/345..830 PLAN CHECK -• NONFEEa 809.74 0704 12/14 9710 TOTAL 809.74 ;;;7rr C"777Af.t.u' I . f•� j ttl + d '; 7, ,' : Py' i' ".` ir': 7K7W5j` 7Pt 17 ��� y � � ,� 4 � +' � iy ,v `•i < 1Z "�1P r : •`b t ;. � � $i � a t. �. � 1 *j . +. ✓.nct.ewsu.a, <s4 Ar in...,.. , I,+,.r, ,......ate .,.; Na:J..., u:.. 'a6 *9r * * * * * * * * * * ** * * * * * * * ** * ** * * * * * * * * * * * * * * * * * ** * * * * * * * *k*k * *** ** 2 v% CITY OF .TUSKW ILA .:WA TRAM: 3143.1' *• * * .* k* * * * ** * * *'k *** ***3F***aF * * ** * ** *•hit ** * * * *k* **** * *** k ' ' TRANSMIT Number: R0100206 Amot.irit: 1.250 „ 25 02/15/01 08:40 con' d P zvment ` Method : CHECK Notation: LORI OTTO . 'nit: OTD i t _ z Permit No: D2000 -396 'rwpo: DEVPEftt�i DEVF.LOPMEN•1 PERMIT HO P ar•Gel No: 262804 -004 ;Z 1- Site .:Address: 801 SOUTHCENTER MALL w W` 'Total Fees 2.059.99 :v °' This Pavmer�t 1.250.25 Total ALL Pmts: 2.059.99 :0 —1 Dal arnre; .00 :w ********************.**** * * * * *** * *** * ** *** **' * * * * ** * * * ** * * * ** = V' I- c'rount Description Amount �' 0 0 . 0/322.100 BUILDING -` - NLONRES 1.245.75 .....Z! 000 /386.904 STATE. BUILDING SURCHARGE 4.50 v� 02 1 t7� 0 TOTAI 1250 2 . Y w t9' '. ;re gg z; �, r� IQs'; �,j4�3R� S•. m eH..isa =u.a1�s. ,G.ual.a�a• � -• v. ws,,a�d B1.. ...e lrti`�:x �- •P:w. +,kC# Jri t:r.. ,ud,�,e .u.,.s .,.l.atti:0' Project: Type of In ection: Address: Date cal Special instructions: 1 3 Date wante • ... (DI p.m. Requester: Phone: INSPEQTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD p7. �y Retain a copy with permit PERMIT NO. (206)43 6 Corrections required prior to approval. Date: 4 /. / ..., 6 ` n/ El $47.0 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a� , r` .- � X15 ..�"daaaday@14'<"o�MGr.�.S,3"y .• r.• 4rv, •�f' < a�5::$S;AV+E�'�:,'Sai�le ..+ Wi. ,, 4,44.'. Sz:ke,kttrallA4 , : ':i.d +k.r l +a+, CC a W . p r •U0 CO a CO u- W 0 LL Q CO I- 11 4 z ` ▪ i il 2 C.) u) ' 1 (n 0 I- = V' . H - • O IJJ i = 0 1- : z Project: 7 z dined: p / ,/f/ /; dress: `i ,SCE MA - - Special instructions: 6NAL. Figa. a /D A 1 an ed: �5 ' �; �,; Re gCOr7 — Ph� r 70 !� -o ( 19(a INSPECTION RECORD I 'N _„ 31tp Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3 Corrections required prior to approval. G-.6/ /0 'G r( e .. 3 C � c r 6# 1 1 Ce LI Lr C2 /i1 4 / r /we__ cS / /`S mss -,i`� • Z 4(- is. e�f'� ` U Z .-47( 0 $47.00 REINSPECTION FE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e i iweriwi. 7`ws. ; ,tsak INSPECTION RECORD, Retain a copy with permit Project: l ?riAe itn S j� Address: 1` I OL-( 5 ot.l'\' cet m ?� Special instructions: C CA Type o Ins ion: / 6..1 (0U er 1 ns e Date called: ' j2 2- Date w ted: 3 RegS Phone: 2.00 ? $3 INSPECTI +N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • 600 3R PERMIT NO. (206)431 -36 Corrections required prior to approval. (74—, ... l'i'ft'f t Inspector: Date 3 M ,'7 ❑ 47.bO REINSPE TI N F REQUIRED. Prior to inspection, fee st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecti Date: I. I Receipt No: 3 Project: I � I t (�A-1 51 5, 5 0 � T of Inspection: ,._. (e. - (c n (l e � s Add ss: - SII I, e, Date called: te � 2o la Special instructions: 'av-�- Cc ues kc V ;S IA S $ e vk v r o n ;. l ye ► ? Date wante : 3 IZi I O∎ �� p. m• • Re ster: qv fp C� P256_../l3_3‘5 co INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. IN RECD Retain a copy with permit PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: Date: 3 O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: zegeuxtur''€xs3tmetGs v e Project: . aritu 5 ( c1vn S Tyr - of Inspection: V/ !L!,:r _,, ;7; fr a) e Address: Y 51 -Oni cerve, 1oI Date called: ' - - 514'1°/ Special instructions: 2 I' ... k Date ited: 0 Requvtgr: Phone: ar& — e-Ae. 3 - 306 , 0 = e) . zm n = m m , in p 'C c m m m o� 0 c m m ,m N 0 o o. c 7 r:'!t. 4 „), Receipt No: l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. DZ VD >.7c Date: PERMIT•LyO. (206)431 -3 Corrections required prior to approval. COMMENTS: 1 �uu11 .- h lLam ; r ' Art-7 � r -4 - 5 , t' e”? ` . A/4 t _ !/" t kg 17 - 1 2' ft'(h: Ie./toe / . r e p s - �flni T4 s $47.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Micro Com Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. >( Other: Lao_ www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 Project: / 2/ ,/l ei.•„ , . ( 3/111c.- Tyr • of Inspec��ion: V 9.0",.: :. (If te)a- Address: Y ; Stiff ce r*/ Hall Date called: 4 . 5/0/ Special instructions: Date wanted: O/ Requ ter. Phone: 6 - 42.3 - 04,0 [eceiPt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 czo -?21.(o PERMIT•N0.. (206)431 -3 Approved per applicable codes. / Corrections required prior to approval. COMMENTS /1 j - u a Cam' Uri./ eP /I r-i i /4)4/44_,- (.vt _ r y- 10.d / lOk.0 -a/ 1/ ty; L4 4 CAS Inspector: Date: $47.00 REINSPECTI('N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; .'..n• .r... "an: Ia ."4 ., "1 '✓✓.. f , W�."�tiitJ: t a [ _�a {;s'� 'a•5).l �Yw "rn^E:iaa�..tna.,..laWlrkC. Y^` "S ' c h' S'xdM1..r: .�. -d „�: �'i.:L,�1':;�w..a -o i� .,;: , ...:.a t J,n.x+ut6iY;!tia , ar .7.:u� k'FiiA. 5S I- GlkiJ++ak.d..rx.ae T;i. to a.t„aii.,srx,;, d, .. -.:i: Corrections E , , • . .. ., , 7,4*.„ , . . / (e l'ead't „,i.„, . ......4 /S 9 I )(V •d ..4•4„ ." -•'' 4 -S . ,... • . ' .. .■ • :. - : . , ,..., 2"71---4v2,1'.1471921 '1 A • q414 e ...4; ' '':: . , _ ..._ , .• .—. ;,, . ..s• P L f— .., . . , . J. . • z- , . N ... . ... ' .... 1.. . 7 . If required prior to approval: • i; 1NSPECTIOs _ . . • ; 44 usisPiE joN 1 c atain a copy ifith r.$ ! 4 ,1 iv a r[L,■, la_ TV 0411.1,10ALA itt I L D1 Nwayliipv: mr 6 #1,000-11.117Aiila 98188 4do, Frroiect: Typt of Insm DAR. called; ( f R 4 4 4 -1 . $47.00 REINSPECTICK FEE REQUIRED. Prior to inspection, fee must be paid Act at 6300 Southcenter Blvd., Suite 100. Call to schedule)rdinspdction. ' eceipt No: 1 4 .` ,4 % ittliLsLtr''.4=:;;Viiteh.r..4.4.AdarVt 4 t 1' ; ;C4)*"te NTSC ' C required prior to approval: • i; 1NSPECTIOs _ . . • ; 44 usisPiE joN 1 c atain a copy ifith r.$ ! 4 ,1 iv a r[L,■, la_ TV 0411.1,10ALA itt I L D1 Nwayliipv: mr 6 #1,000-11.117Aiila 98188 4do, Frroiect: Typt of Insm DAR. called; ( f R 4 4 4 -1 . $47.00 REINSPECTICK FEE REQUIRED. Prior to inspection, fee must be paid Act at 6300 Southcenter Blvd., Suite 100. Call to schedule)rdinspdction. ' eceipt No: 1 4 .` ,4 % ittliLsLtr''.4=:;;Viiteh.r..4.4.AdarVt 4 t 1' ; ;C4)*"te Project Name 1 AC \re ( 5 c 0inn Address O'r .S) (.., 0191\ Retain current inspection schedule Needs shift inspection (1/1) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 1.)A Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature y Ci t o f Tukwila W. la f John Rants, Mayor. � Fire Department Thomas P. Keefe, Rre Chief TUKWILA'FIRE DEPARTMENT FINAL APPROVAL' FORM Permit No. i / 46\ FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 z w J U: U 0' � 0! W = J h- w0 I I F- 0 Z F U p 0 tA .." w I u. w co O Z Mariners Team Store Southcenter Mall Tukwila, WA Tenant Improvement Structural Calculations Prepared By KPFF Consulting Engineers December 13, 2000 KPFF Project #100462 RECEIVED CI OF TUKWII.A DEC 1 3 2000 PERMIT CENTER P2.000 3 1(, o �o. W W J �} CO 11;' W Q, u_ N D; !Z �! 'Z 0 I-} W -;. W i • -o W z 0 M- r z; Tenant Improvement Structural Calculations Truss Calculations • Header Beam at Metal Stud Wall Calculations Allowable Load Calculations For Tie Wires at Ceiling Unistrut Connections Used Ramset/Red Head Clips Used Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 pow+ IMS 3 OU7I.:C.%A/ /. location client LAN W . . dad. /a /7 awe no. T -1 lob no. TLtu. W T . ... L 6A1 4T - .. _ w Zx 2 x 18 +4X lo '= 76 L. Z�c % � .4� /i 2x ‘,5* 6% S ti , ZxZo ..t /0= 0.425°4 2 x Zox Z. S + / ° + z / 3 6 %F • 404 6:x 6 x;$ = z e _ IF ( 9 ,7 T G.1,0 Z '5' /2 , _ 3.0 - _. imp.. GE-A11 . D F _ ./ .. . FI %it . --- S1515 ell 1L .. _ �a A0 - - - -- • Cet 4 0.33 (9,?. ,p 0°275 Z / ( °�,7 ' 215 g7� -� 7 Sz" 6 x (47 -1-- /BS + 3... 3 '` 3 � (ucT�MA 1336 # -' (,4- SD) • • 6 J U CO ILI; •.0 O: LL; w o; LL Q. W: Z 1— O; Z w w; ,o co l o — = w ; LL /".' 111 N r. F-r z'. Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 aol•ct / 1 .5 _ 0U T,4ce - N7 Fit location cllmt LM A a doll shoot no. T- z_ lob no. AA1cti0/Z Pt 7t1 4T BASE T ENS(O� . i "� 36MbrtD i - ... Alcvu = 22 x $ x t °to x 03 ' 17 7 �. - LSD A mp_._ .cf - - --4 � -0 S -reEr- es S ,L-04-125 _ - .. - rieu-ss. - ,c '1,J -e Z 4 • - ...._.. L39o)._ t 60 ._.: • ste4e - -- OM -r • ..6C' 4T C f ._ of Sao (,tGCi/ -k- •aZ- GC.) - 300 x /5, s + 2 x I S: s = /Mat 871 = 2a 35 -I U co w. o: u. a! N a O f" 2 j D p_ 13 7 F — t Z; U N ; H'ZL; Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 y oga ✓"1S SoIiTN CE /(lTEyL location client (-AI A) by dote shot no. T- 3 Job no. T/LUSS mam F4/7 CAPACITY q - 7--(1 /b : « , 5 'A 2, .715 = � 4 43 ;,,' -- 0 F _ _.__ D 6 Y.-3b x• 1,4-3 . Z4 ,, .V .._: Z_ l .... C 7E si aw - Co tiT�o�� 0 ----- - - - WT- 7-x.6,5 r • a 6,- W Et O$ 4-T ST2APS 7 0 X .707x�3 1 , 14 .6, (Je(d _ 1,1 x 2 f 7- S t4 ," 5 r h,)°, t9F/L ' 1 1c..,. �� &4 '- � :: .. . _. .. ((6 �tx.v = Z.0 X,r FCBXiw2E, • • I . >> 0.3' C a 5H:rkl.) EffE1 Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 wood 1 rEA vi 570e E location 5 0 term C EN1 f✓L *Au– client L 0 l +E,vrrL 12 6.4,-7 a xZ dote /2 /5 - ,hoot no. N job no. �O 40$. WALL- !AA'c = /0 Ps'P G&(UNi, 1,04D OV a 12 5 WT M 51 >� 5 PAM WU. LOAD = $' x. 10 / 95f . DL G -1uia4 1000 = 45< 525 9�L 13 -- ri USE i5 sro SWIV 9D rE 4-PD IA, <o CErua4 U 5E 5 = ZX (.06 + 4-;S" ��_ P�U (FT = d// too r/' 15 # x4 1 - 60 rv7AC 160 WI 4 15 3P =7 Sr. /,65 I n 'S3 U r S oA ® X (T/� MFi,4L 5 71405 0 tZ T ra ck s7 t.— > 1.. 63 1 , 1, Sot 5T5, (c k) fir O U) 0 LL w 2 g =P = W ` ,. � 2 ;off' •w HI! • u o f WZj - o /— Z j EiTE Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 location count deo lob no. ci eI /. 4 Z S l✓..€ 3e4 i - a- a 2 d� = Z ( 4. 762 A X Q.sz s it/ g el" 5. •1- 7,2- = ii.z,,,4 r 0.0/3 x� SXtZ1 �� a — ' 3g4 Z,,aoox /6.2 = 4.31 w /60/► = p. 6133 L /4 ‘4 C 0 4 S 4 I . 0') c 3; w, z ° z Os LU wit i G H w` I- LL ~ O zf U N F- O I STRUCTURAL PROPERTIES XC SECTIONS I See Note 1. Below For Yield Strengths S: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F y 33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 7. Items in italic are non -stock product and require additional lead time. -10- r 0 ... .., • .,..v...,- ...... «.w�+..+..�r. r+ wr.. r.. a•., ruwn. tM• ari+ fneetasNfilll ^iW.kfMWW'MMrRYM:!%SiLT' 1.625" -t-. .375" Min. M 0 0 o: , N W W; W O 0. J' LL =; Z F LU 2 W U. Or 111 Z' U H I. • Z GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Area Weight (in 2) (lb/ft) I, (in 4) R, (in) 1 (in 4 ) R (in) S,„ (in 3) I, (in 4 ) Y (in) Ma (ft-lb) J (to -3;n4) C. Xo (in) Ro (in) )5 158XC20 158XC18 158XC16 158XC14 0.185 0.237 0.294 0.365 0.63 0.80 1.00 1.24 0.088 0.110 0.135 0.164 0.689 0.682 0.677 0.671 0.067 0.084 0.102 0.124 0.603 0.596 0.590 0.583 0.094 0.130 0.153 0.194 0.088 0.110 0.135 0.164 0.863 0.830 0.844 0.830 155 214 381 547 0.074 0.160 0.314 0.618 0.050 0.063 0.075 0.089 -1.560 -1.562 -1.550 -1.536 1.809 1.805 1.792 1.774 0.256 0.252 0.251 0.251 250XC20 250XC18 250XC16 250XC14 0.215 0.276 0.343 0.427 0.73 0.94 1.17 1.45 0.231 0.292 0.359 0.441 1.035 1.028 1.023 1.016 0.079 0.099 0.120 0.146 0.605 0.598 0.592 0.585 0.162 0.223 0.264 0.337 0.231 0.292 0.359 0.441 1.321 1.277 1.296 1.277 266 367 659 949 0.086 0.187 0.367 0.724 0.112 0.140 0.169 0.202 -1.400 -1.398 -1.386 -1.371 1.843 1.835 1.821 1.803 0.423 0.420 0.421 0.422 350XC20 350XC16 350XC14 0.250 0.400 0.499 0.85 1.36 1.70 0.496 0.777 0.959 1.409 1.394 1.387 0.089 0.135 0.165 0.596 0.582 0.575 0.250 '0.410 0.523 0.496 0.777 0.959 1.838 1.808 1.785 412 1023 1474 0.100 0.427 0.845 0.223 0.340 0.410 -1.257 -1.241 -1.226 1.980 1.955 1.938 0.597 0.597 0.600 358XC20 358XC18 358XC16 358XC14 0.254 0.327 0.407 0.507 0.87 1.11 1.38 1.73 0.538 0.683 0.843 1.040 1.454 1.445 1.439 1.432 0.00 0.1112 0.137 0.167 0.594 0.586 0.580 0.573 0.262 0.360 0.429 0.548 0.538 0.683 0.843 1.040 1.903 1.848 1.872 1.848 432 592 1071 1544 0.101 0.222 0.435 0.860 0.241 0.303 0.367 0.442 -1.242 -1.238 -1.226 -1.211 2.002 1.991 1.978 1.961 0.615 0.614 0.616 0.619 400XC20 400XC18 400XC16 400XC14 0.267 0.344 0.428 0.534 0.91 1.17 1.46 1.82 0.674 0.857 1.060 1.309 1.588 1.579 1.573 1.565 0.093 0.116 0.141 0.172 0.589 0.581 0.575 0.567 0.299 0.410 0.490 0.625 0.674 0.857 1.060 1.309 2.095 2.038 2.063 2.038 493 675 1223 1762 0.107 0.233 0.457 0.905 0.298 0.375 0.455 0.549 -1.198 -1.193 -1.182 -1.167 2.075 2.063 2.050 2.033 0.667 0.665 0.668 0.671 600XC20 600XC18 600XC16 600XC14 0.336 0.434 0.541 0.677 1.14 1.48 1.84 2.30 1.744, 2.226 2.760 3.422 2.276 2.265 2.258 2.249 0.104 0.131 0.159 0.194 0.557 0.548 0.543 0.535 0.512 0.712 0.859 1.094 1.744 2.226 2.760 3.422 3.149 3.047 3.077 3.048 842 1173 2143 3085 0.134 0.294 0.578 1.147 0.733 0.926 1.129 1.369 • -1.012 -1.006 -0.995 -0.981 2.553 2.538 2.526 2.511 0.843 0.843 0.845 0.847 800XC20• 0.406 1.38 3.486 2.931 0.112 0.525 0.664 3.486 4.469 1094 0.162 1.409 -0.880 3.105 0.920 800XC18 0.524 1.78 4.462 2.918 0.140 0.517 1.068 4.462 4.065 1759 0.355 1.785 -0.874 3.090 0.990 800XC16 800XC14 0.655 0.819 2.23 2.79 5.542 6.889 2.910 2.900 0.171 0.208 0.511 0.504 1.300 1.659 b.b42 6.889 4.092 4.054 3243 4678 0.699 1.389 2.180 2.649 -0.864 -0.851 3.078 3.063 0.921 ' 0.923 I STRUCTURAL PROPERTIES XC SECTIONS I See Note 1. Below For Yield Strengths S: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F y 33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 7. Items in italic are non -stock product and require additional lead time. -10- r 0 ... .., • .,..v...,- ...... «.w�+..+..�r. r+ wr.. r.. a•., ruwn. tM• ari+ fneetasNfilll ^iW.kfMWW'MMrRYM:!%SiLT' 1.625" -t-. .375" Min. M 0 0 o: , N W W; W O 0. J' LL =; Z F LU 2 W U. Or 111 Z' U H I. • Z STRUCTURAL PROPERTIES WT SECTIONS See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 12, 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. rnnfnrf 'ha mnniifnrhircr fnr fhic ncciclnnrn Web Height • • 1Z ; re W 6_ •00 CA C W = '. J F CO LL W0 QQ LL HW I- 0 Z U.I f- ' U m N 0 W uj -O lll 0 Z GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Web Ht. (in) Area Weight (in 2 ) (Ib /ft) I (in 4 ) R, (in) lyy (in 4 ) Ry (in) Sot (in 3 ) in Y (in 4 ) (in) Ma (ft-lb) J (10 C X (in) Ra (in) ? 158WT20 1.757 0.160 0.54 0.089 0.746 0.039 '0.494 0.059 0.070 1.065 98 0.064 0.021 -1.110 1.426 0.394 158WT18 1.809 0.208 0.71 0.121 0.761 0.050 0.492 0.091 0.105 1.045 149 0.141 0.028 -1.108 1.431 0.401 158WT16 1.832 0.261 0.89 0.153 0.765 0.063 0.490 0.115 0.134 1.052 288 0.279 0.036 -1.102 1.428 0.404 158WT14 1.861 0.329 1.12 0.195 0.770 0.078 0.487 0.162 0.182 1.027 404 0.557 0.045 -1.095 1.424 0.409 158WT12 2.016 0.469 1.59 0.308 0.811 0.108 0.480 0.290 0.308 1.030 724 1.616 0.073 -1.092 1.442 0.427 250WT20 2.632 0.190 0.65 0.219 1.074 0.045 0.485 0.105 0.177 1.545 174 0.076 0.053 -0.985 1.536 0.589 250WT18 2.684 0.248 0.84 0.293 1.087 0.058 0.483 0.156 0.257 1.514 257 0.168 0.071 -0.983 1.543 0.594 250WT16 2.707 0.311 1.06 0.370 1.091 0.072 0.481 0.198 0.327 1.520 494 0.332 0.089 -0.977 1.541 0.598 250WT14 2.736 0.391 1.33 0.469 1.095 0.089 0.478 0.274 0.441 1.487 683 0.662 0.113 -0.971 1.539 0.602 250WT12 2.891 0.558 1.90 0.714 1.132 0.124 0.471 0.471 0.714 1.472 1176 1.922 0.173 -0.966 1.561 0.617 350WT20 3.632 0.225 0.76 0.458 1.428 0.049 0.469 0.170 0.378 2.077 280 0.090 0.113 -0.876 1.740 0.747 350WT18 3.684 0.293 1.00 0.607 1.440 0.064 0.467 0.246 0.539 2.039 405 0.199 0.150 -0.873 1.747 0.750 350WT16 3.707 0.367 1.25 0.764 1.442 0.079 0.465 0.312 0.683 2.044 777 0.392 0.188 -0.869 1.747 0.753 350WT14 3.736 0.462 1.57 0.967 1.446 0.099 0.462 0.425 0.912 2.004 1060 0.783 0.236 -0.862 1.746 0.756 3501 3.891 0.659 2.24 1.441 1.478 0.136 0.455 0.710 1.441 1.976 1772 2.273 0.354 -0.857 1.768 0.765 358W120 3.757 0.229 0.78 0.496 1.471 0.050 0.467 0.179 0.410 2.143 294 0.091 0.123 -0.864 1.769 0.762 358WT18 3.809 0.299 1.02 0.656 1.483 0.064 0.465 0.259 0.583 2.104 426 0.202 0.163 -0.862 1.776 0.765 358W1'16 3.832 0.374 1.27 0.826 1.485 0.080 0.462 0.327 0.739 2.109 816 0.400 0.203 -0.857 1.776 0.767 358WT14 3.861 0.471 1.60 1.044 1.489 0.099 0.460 0.445 0.985 2.068 1111 0.798 0.255 -0.851 1.775 0.770 358W112 4.016 0.672 2.29 1.554 1.521 0.138 0.452 0.743 •1.554 2.039 1853 2.317 0.382 -0.845 1.798 0.779 400WT20 4.132 0.242 0.82 0.619 1.599 0.051 0.460 0.207 0.515 2.339 340 0.097 0.154 -0.830 1.860 0.801 400WT18 4.184 0.315 1.07 0.81 1.6TO 0.066 0.458 0.297 0.72) 2.299 489 - 0.214 0.203 -0:828 1.86/ 0.803 400WT16 4.207 0.396 1.35 1.029 1.613 0.082 0.456 0.376 0.923 2.303 937 0.422 0.254 -0.823 1.867 0.805 400WT14 4.236 0.498 1.69 1.300 1.616 0.102 0.453 0.510 1.228 2.261 1271 0.844 0.318 -0.818 1.867 0.808 400WT12 4.391 0.710 2.42 1.925 1.646 0.141 0.446 0.843 1.925 2.227 2102 2.448 0.472 -0.812 1.889 0.815 600WT20 6.132 0.311 1.06 1.585 2.257 0.057 0.426 0.330 1.377 3.576 544 0.124 0.388 -0.691 2.398 0.917 600WT18 6.184 0.406 1.38 2.082 2.266 0.073 0.424 0.539 1.886 3.325 887 0.275 0.509 -0.688 2.406 0.918 600WT16 6.207 0.509 1.73 2.616 2.268 0.091 0.422 0.680 2.383 3.328 1697 0.543 0.635 -0.684 2.406 ' 0.919 600WT14 6.236 0.640 2.18 3.300 2.270 0.113 0.419 0.909 3.139 3.280 2268 1.085 0.793 -0.679 2.406 0.920 600W112 6.391 0.914 3.11 4.812 2.295 0.156 0.413 1.457 4.812 3.231 3635 3.150 1.152 -0.674 2.427 0.923 800WT20• 8.132 0.380 1.29 3.173 2.888 0.060 0.397 0.431 2.855 5.006 710 0.152 0.749 -0.593 2.975 0.960 800W1'18 8.184 0.496 1.69 4.158 2.896 0.077 0.395 0.753 3.849 4.538 1240 0.336 0.978 -0.591 2.982 0.961 800WT16 8.207 0.622 2.12 5.221 2.897 0.096 0.393 0.969 4.847 4.505 2417 0.664 1.218 -0.587 2.982 0.961 800W114 8.236 0.783 2.66 6.581 2.899 0.119 0.390 1.404 6.294 4.292 3504 1.327 1.521 -0.583 2.983 0.962 800WT12 8.391 1.117 3.80 9.526 2.920 0.165 0.384 2.207 9.526 4.234 5507 3.851 2.183 -0.577 3.001 0.963 1000WT18• 10.184 0.586 1.99 7.225 3.511 0.080 0.370 0.915 6.826 5.957 1507 0.397 1.620 -0.518 3.569 0.979. 1000WT16 10.207 0.735 2.50 9.070 3.512 0.100 0.368 1.175 8.592 5.920 2931 0.785 2.017 -0.515 3.569 0.979 1000W114 10.236 0.926 3.15 11.429 3.514 0.124 0.366 1.894 11.019 5.410 4726 1.569 2.515 -0.511 3.569 0.980 1000WT12 10.391 1.320 4.49 16.474 3.532 0.171 0.360 3.093 16.474 5.236 7718 4.552 3.585 -0.506 3.586 0.980 1200WT16• 12.207 0.848 2.89 14.389 4.118 0.103 0.348 1.390 13.817 7.378 3468 0.906 3.038 -0.459 4.158 0.988 1200WT14 12.236 1.068 3.64 18.127 4.119 0.127 0.345 2.192 17.702 6.825 5469 1.810 3.785 -0.455 4.159 0.988 1200W112 12.391 1.524 5.19 26.062 4.136 0.176 0.340 4.115 26.062 6.237 10268 5.253 5.369 -0.450 4.174 0.988 STRUCTURAL PROPERTIES WT SECTIONS See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 12, 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. rnnfnrf 'ha mnniifnrhircr fnr fhic ncciclnnrn Web Height • • 1Z ; re W 6_ •00 CA C W = '. J F CO LL W0 QQ LL HW I- 0 Z U.I f- ' U m N 0 W uj -O lll 0 Z Table IV - 7a Screws Shear of Sheet - F = 45 ksi n= 3.0 0 = 0.5 Nominal Shear Strength, P kips Screw Designation Diameter in. Thickness of member in contact with screw head, in. Thickness of member not in contact with the screw head, in. 0.036 0.048 0.060 0.075 0.090 0.105 0.135 #6 0.1380 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.48 0.48 0.48 0.48 0.48 0.48 0.48 . 0.60 0.74 0.74 0.74 0.74 0.74 0.74 0.60 0.80 1.01 1.01 1.01 1.01 1.01 0.60 0.80 1.01 1.26 1.26 1.26 1.26 I 0.60 0.80 1.01 1.26 1.51 1.51 1.51 0.60 0.80 1.01 1.26 1.51 1.76 1.76 0.60 0.80 1.01 1.26 1.51 1.76 2.26 #7 0.1510 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.66 0.77 0.77 0.77 0.77 0.77 0.77 0.66 0.88 1.08 1.08 1.08 I 1.08 1.08 0.66 0.66 0.88 0.88 1.10 1.10 1.38 1.38 1.38 1.65 1.38 1.65 1.38 1.65 0.66 0.88 1.10 1.38 1.65 1.93 1.93 I 0.66 0.88 1.10 1.38 1.65 1.93 2.48 #8 0.1640 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.72 0.80 0.80 0.80 0.80 0.80 0.80 0.72 0.96 1.12 1.12 1.12 1.12 1.12 0.72 0.96 1.20 1.49 1.49 1.49 1.49 0.72 0.96 1.20 1.49 1.79 1.79 1.79 0.72 0.96 1.20 1.49 1.79 2.09 2.09 0.72 0.96 1.20 1.49 1.79 2.09 2.69 #10 0.1900 0.036 0.56 0.83 0.83 0.83 0.83 0.83 0.83 0.048 0.060 0.075 0.090 0.105 0.135 0.56 0.56 0.56 0.56 0.56 0.56 0.87 0.87 0.87 0.87 0.87 0.87 1.11 1.21 1.21 1.21 1.21 1.21 1.11 1.39 1.69 1.69 1.69 1.69 1 1.11 1 1.39 I 1.73 2.08 2.08 2.08 1.11 1.39 1.73 2.08 2.42 2.42 1.11 1.39 1.73 2.08 2.42 3.12 #12 0.2160 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.93 0.92 0.92 0.92 0.92 0.92 0.92 0.94 1.26 1.29 1.29 1.29 1.29 1.29 0.94 1.26 1.57 1.80 1.80 1.80 1.80 0.94 1.26 1.57 1.97 2.36 2.36 2.36 0.94 1.26 1.57 1.97 2.36 2.76 2.76 0.94 1.26 1.57 1.97 2.36 2.76 3.54 1/4 in. 0.2500 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.65 0.65 0.65 0.65 0.65 0.65 0.65 1.02 0.99 0.99 0.99 0.99 0.99 0.99 1.09 1.40 1.39 1.39 1.39 1.39 1.39 1.09 1.46 1.82 1.94 1.94 1.94 1.94 1.09 1.46 1.82 2.28 2.55 2.55 2.55 1.09 1.46 1.82 2.28 2.73 3.19 3.19 1.09 1.46 1.82 2.28 2.73 3.19 4.10 IV -10 Connections for use with the 1996 AIS` Formed Steel Specification Note: Design Strengths are: ASD: / A LRFD: ens f f Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622 -8130 wol•ct /'v) S % FAM .5 a TZ owe, no. T ta -I location SUu T am. is /Q) Clie L/" A) lob no. / 0 4t57._ _ .4'l,�o ./41 E .. MdMyrv. TS Fo2 . /A) .. Pr -No /N4 • 3 4, s 'TU 0 1 I re, FLA -Alt E . -. 35 C- - 47. _ ._C—, 7L),V4 ...axtn • _ • - .. & -_.-- - - - - _1 - - - - - - -- - (� .7 - -.. !;- -' • : -o • :.. • - - -- ._- _..��__.. -- 3 psi -_ 2P�io•= "= agio:_ •_q. ::C-rGWWzs. ( v:__:4c r T $ -_ __: _-w :__�: • T -------- I STRUCTURAL PROPERTIES CC SECTIONS I See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 7. Items in italic are non -stock product and require additional lead time. U) 1.375" .375" Min. 40 -Z • • ft0 N 0 W = J W `; W 0 ' U 0 = Q ' H =! LL 4 C: . Z F- kir 2D, U 0. '0 H� WW ' 0 U . z; • H =: 0F'> z • GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Area Weight (in 2 ) (lb /ft) I (in 4 ) R. (in) I (in 4 ) Ry (in) Sox (in 3 ) I (in 4 ) Y (in) Ma (ft-lb) J 0 o-3in4) C. Xa (in) Ro (in) P 158CC20 0.168 0.57 0.077 0.677 0.045 0.518 0.091 0.077 0.828 150 0.067 0.034 -1.316 1.568 0.296 158CC18 0.214 0.73 0.096 0.670 0.056 '0.511 0.117 0.096 0.819 216 0.145 0.042 -1.317 1.563 0.290 158CC16 0.265 0.90 0.117 0.665 0.068 0.505 0.139 0.117 0.827 392 0.283 0.050 -1.306 1.550 0.290 158CC14 0.329 1.12 0.143 0.658 0.082 0.498 0.175 0.143 0.813 504 0.558 0.059 -1.291 1.532 0.290 250CC20 0.198 0.67 0.205 1.016 0.053 0.516 0.157 0.205 1.273 259 0.079 0.075 -1.167 1.631 0.488 250CC18 0.253 0.86 0.258 1.008 0.066 0.509 0.203 0.258 1.260 375 0.172 0.094 -1.164 1.622 0.485 250CC16 0.315 1.07 0.317 1.003 0.080 0.503 0.243 0.317 1.273 684 0.336 0.113 -1.153 1.609 0.487 250CC14 0.392 1.33 0.388 0.996 0.096 0.496 0.310 0.388 1.251 892 0.664 0.134 -1.138 1.591 0.489 350CC20 0.233 0.79 0.444 1.381 0.059 0.504 0.244 0.444 1.779 401 0.093 0.151 -1.038 1.800 0.668 350CC18 0.299 1.02 0.562 1.372 0.074 0.497 0.316 0.562 1.763 584 0.202 0.189 -1.033 1.788 0.666 350CC16 0.372 1.26 0.693 1.366 0.090 0.491 0.381 0.693 1.780 1070 0.397 0.228 -1.022 1.775 0.669 350CC14 0.463 1.58 0.854 1.358 0.108 0.484 0.487 0.854 1.751 1401 0.784 0.273 -1.007 1.759 0.672 ' 358CC20 0.237 0.81 0.482 1.426 0.060 0.502 0.255 0.482 1.843 421 0.095 0.162 -1.024 1.826 0.686 358CC18 0.304 1.04 0.610 1.417 0.074 0.495 0.331 0.610 1.826 612 0.206 0.203 -1.019 1.814 0.684 358CC16 0.379 1.29 0.753 1.410 0.091 0.489 0.399 0.753 1.843 1122 0.404 0.246 -1.008 1.801 0.687 358CC14 0.472 1.61 0.928 1.402 0.109 0.482 0.511 0.928 1.814 1470 0.800 0.295 -0.993 1.785 0.690 400CC20 0.250 0.85 0.606 1.557 0.062 0.497 0.292 0.606 2.032 480 0.100 0.201 -0.985 1.908 0.734 4000C18 0.321 1.09 0.769 1.548 0.077 0.489 0.378 0.769 2.014 699 0.218 0.252 -0.980 1.896 0.733 400CC16 0.400 1.36 0.950 1.541 0.093 0.483 0.456 0.950 2.033 1283 0.427 0.305 -0.968 1.883 0.736 400CC14 0.499 1.70 1.171 1.533 0.113 0.476 0.585 1.171 2.001 1682 0.845 0.366 -0.954 1.867 0.739 600CC20 0.319 1.09 1.590 2.232 0.069 0.465 0.512 1.590 3.039 843 0.127 0.494 -0.821 2.423 0.885 600CC18 0.411 • 1.40. 2.026 2.219 0.086 0.457 0.665 2.026 3.018 1229 0.279 0.623 -0.815 2.408 0.885 600CC16 0.513 1.75 2.510 2.212 0.105 0.451 0.807 2.510 3.040 2269 0.548 0.756 -0.805 2.397 0.887 600CC14 0.641 2.18 3.109 2.202 0.126 0.444 1.035 3.109 3.001 2976 1.087 0.913 -0.791 2.382 0.890 800CC20* 0.388 1.32 3.211 2.875 0.074 0.436 0.663 3.211 4.343 1091 0.155 0.949 -0.708 2.993 0.944 800CC18 0.502 1.71 4.105 2.861 0.092 0.428 1.026 4.105 4.000 1690 0.340 1.199 -0.701 2.977 0.945 800CC16 0.626 2.13 5.096 2.853 0.112 0.422 1.247 5.096 4.031 3111 0.669 1.458 -0.692 2.965 0.946 800CC14 0.784 2.67 6.329 2.842 0.135 0.415 1.581 6.329 4.002 4544 1.328 1.765 -0.679 2.951 0.947 I STRUCTURAL PROPERTIES CC SECTIONS I See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 14 and 16 gauge sections, F =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 7. Items in italic are non -stock product and require additional lead time. U) 1.375" .375" Min. 40 -Z • • ft0 N 0 W = J W `; W 0 ' U 0 = Q ' H =! LL 4 C: . Z F- kir 2D, U 0. '0 H� WW ' 0 U . z; • H =: 0F'> z • INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = SECTION DESIGNATION: 350CC14 3.500 in 1.375 in 1.375 in 0.375 in 1.500 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis, Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (box) Section Modulus (Sxx) Allowable Bending Moment (Ma) 1986 AISI Specification w/1989 Addenda DATE: 12/07/2000 K.P.F.F. CONSULTING ENGINEERS Steel Thickness = 0.0713 in Inside Corner Radius = 0.0938 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 57.6 ksi Punchout Length = 4.000 in 3.501n INT BRNG Cond 2 Cond 4 2460 2586 3284 3055 0.896 1.7510 in 0.8540 inA4 0.4874 in" 3 1401.37 Ft -Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) 1.7500 in Moment of Inertia (Ixx) 0.8540 inA4 Cross Sectional Area (A) 0.4629 in/2 Radius of Gyration (Rx) 1.3582 in Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (lb/web) 1.00in END BRNG Cond' 1 Cond 3 Single Member 1141 821 Back -to -Back 1982 1072 Punchout Reduction 0.724 0.4114 in 0.1082 inA4 0.4835 in 0.1041 inA3 0.5243 in 259.85 Ft -Lb 0.3560 in/2 1.5752 lb /ft 4520.28 lb 2389.29 lb 9038 lb - 1.0071 in 0.7845 inA4 0.2731 inA6 1.7586 in 0.6721 SECTION DESIGNATION: 350CC16 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 1986 AISI Specification w11989 Addenda DATE: 12/0712000 K.P.F.F. CONSULTING ENGINEERS 3.500 in 1.375 in 1.375 in 0.375 in 1.500 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis. Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (lb/web) 1.00in END BRNG Cond 1 Cond 3 Single Member 685 489 Back -to -Back 1317 646 Punchout Reduction 0.729 Steel Thickness = 0.0566 in Inside Corner Radius = 0.0938 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 56.3 ksi Punchout Length = 4.000 in 3.50in INT BRNG Cond 2 Cond 4 1587 1555 2170 2004 0.896 1.7799 in 0.6934 in ^4 0.3806 in^ 3 1069.64 Ft -Lb 1.7500 in 0.6934 in ^4 0.3715 in ^2 1.3662 in 0.4113 in 0.0895 in "4 0.4908 in 0.0852 in ^3 0.5403 in 212.64 Ft -Lb 0.2866 in ^2 1.2642 lb /ft 3416.51 lb 1805.87 lb 6655 lb - 1.0218 in 0.3967 in "4 0.2278 in^6 1.7752 in 0.6687 2 , 0 0 co o: co w 0, g u. F- uJ Z 1-0 z r-; U O, ;0 O F-i a w' U. • Z, 0 �'': SECTION DESIGNATION: 350CC18 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 1986 AISI Specification w/1989 Addenda DATE: 12/07/2000 K.P.F.F. CONSULTING ENGINEERS 3.500 in 1.375 in 1.375 in 0.375 in 1.500 in OUTPUT PROPERTIES: Effective Section Properties, Strong Axis. Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (lb/web) 1.00in END BRNG Cond 1 Cond 3 Single Member 324 229 Back -to -Back 586 397 Punchout Reduction 0.733 Steel Thickness = 0.0451 in Inside Corner Radius = 0.0938 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 37.1 ksi Punchout Length = 4.000 in 3.50in INT BRNG Cond 2 Cond 4 801 691 1341 1326 0.897 1.7632 in 0.5623 in ^4 0.3157 in^ 3 583.79 Ft -Lb 1.7500 in 0.5623 in ^4 0.2986 in ^2 1.3723 in 0.4113 in 0.0736 in ^4 0.4965 in 0.0700 in ^3 0.5449 in 115.21 Ft -Lb 0.2309 in ^2 1.0159 lb /ft 1762.28 lb 931.49 lb 3657 lb - 1.0333 in 0.2024 in ^4 0.1885 in^6 1.7882 in 0.6661 I INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: SECTION DESIGNATION: 350CC20 1986 AISI Specification w/1989 Addenda DATE: 12107/2000 K.P.F.F. CONSULTING ENGINEERS 3.500 in 1.375 in 1.375 in 0.250 in 1.500 in Effective Section Properties, Strong Axis. Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (S)o) Allowable Bending Moment (Ma) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face Gross Moment of Inertia (Iyy) Radius of Gyration (Ry) Effective Section Modulus (Syy) Effective Neutral Axis (Xcg) from Web Face Allowable Moment (May) Other Section Property Data Net Area at Punchouts Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) Warping Constant (Cw) Radii of Gyration (Ro) Torsional Flexural Constant (Beta) Allowable Web Crippling Loads (Ib /web) 1.00in END BRNG Cond 1 Cond 3 Single Member 200 139 Back -to -Back 374 226 Punchout Reduction 0.736 Steel Thickness = 0.0346 in Inside Corner Radius = 0.0625 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in 3.50in INT BRNG Cond 2 Cond 4 536 387 848 803 0.897 1.8511 in 0.4206 in ^4 0.2097 in^ 3 345.35 Ft -Lb 1.7500 in 0.4262 in ^4 0.2240 in ^2 1.3792 in 0.3770 in 0.0512 in ^4 0.4778 in 0.0456 in ^3 0.5393 in 75.02 Ft -Lb 0.1721 in ^2 0.7544 lb /ft 1046.14 lb 552.96 lb 2092 lb - 0.9488 in 0.0894 in ^4 0.1208 in^6 1.7409 in 0.7030 BEAM CLAMPS 1%" UNISTRUT CHANNEL WIDTH SERIES VI" 2 HOLES o /he" DIAM. P 1271 S P 1272S, P 1985S, P 1986S USE IN PAIRS A P 2785 & P 2786 'h' - 13x1 " SET SCREW INCLUDED CLAMP REQUIRES 'h" - 13 x 11/2" MACHINE BOLT 8 NUT NOT INCLUDED UNISTRUT CHANNEL REC. SIZE LOAD P 1000 600# ea. USE IN PAIRS P 1100 500# ea. P 2000 450# ea. Vs" HEX NUTS AND "U" BOLT INCLUDED RECOMMENDED LOAD 500$ P 1796S WT. LBS. /C 95 P 1796S USE IN PAIRS A 3'/2" USE IN PAIRS WT. LBS. /C 75 UNISTRUT CHANNEL WT. REC SIZE A LBS. /C LOAD P 2785 P 4000, P 4001 3%" 83 1000# ea. P 1000, P 1100 P 2000, P 3000 P 3300, P 3301 P4100,P4101 P 2786 P 1001, P 1101, 5" 92 1000# ea. P 2001, P 3001, P 5500, P 5000 FOR BEAMS WITH 'A" AND UNDER FLANGES 'h " 13x1' " SET SCREW INCLUDED CHANNEL WT. HEIGHT LBS. /C 1%" 107 P 1796S 'h "- 13x1'h " SET SCREW INCLUDED SET SCREW ALLOWABLE PART DIM. FLANGE INCLUDED LOAD NO. A THICKNESS D PER PAIR WT. /C P 1272S '/" Up to 3/4" 3/4" - 16x11/2" 450# 39 P 1985S %" Up to 3/4" Y2" - 13x1' " 1000# 62 P 1986S 343" /e" to 2" 1/2" - 13x11/2"' 900# 74 REC. LOAD 480# I • u) W co W u- < H W O' Z 1 11J uj D O. O co I— _ 0' W V N` O 48 SPECIAL APPLICATION FITTINLS 1W' UNISTRUT CHANNEL WIDTH SERIES ADJUSTABLE HINGE CONNECTION (P 1354 AND P 1843) P 1354 PIPE AXLE SUPPORT A P 2354L 3" P 2354R 3" P 2355L 3W' P 2355R 3%" , 7/18.. WALL LADDER BRACKET P 2655 WT. LBS. /C 109 P 1204 — P 1208 37'4 STAIR TREAD SUPPORT STD. PIPE WT. SIZE LBS. /C 11/4" 220 1 220 2" 252 2" 252 NOTCHED FOR h" 1 371/ 1' /:STD PIPE WT. LBS. /C 68 WT. B C LBS./C P 1204 2%" 6" 113 P 1205 4%" 8" 164 P 1206 6%" 10" 216 P 1207 8%" 12" 267 P 1208 10%" 14" 318 LI • • P 2354R & L P 2355R & L P 1843 P 1000 3000k P 1100 20008 P 2000 20008 P 2354 L& P 2355 L P 2354 R& P 2355 R 3t$/32" P 2454 5008 5008 PIPE COUPLING 4 I I I tot - t94 f;y y WT. LBS. /C 6.5 s /,e" DESIGN LOAD 20# CURTAIN SLIDER , /a" HOLES P 5349 WT. A LBS. /C 53/4" P 1201 12" 186 P 1202 15" 221 P 1203 18" 254 LADDER RUNG P 1201 — P 1203 45° STAIR TREAD SUPPORT LIGHT WEIGHT AXLE PIPE COUPLING FITTING SUPPORT FOR 1W STD. PIPE P 2470 -50, -75 & -100 3W ' P 2454 1 O 1 7»• PIPE II II COUPLING WT. SIZE LBS. /C P 2470 -50 'h 77 WT. LBS. /C 148 P 2470 -75 y 4' 93 P 2470 -100 1" 103 HOLE SIZE 9/16" DIAMETER WIDTH HOLE SPACING 13/ FR ROM END CENTER THICKNESS 1 -5/8" 1/4" P 1000 CHANNEL AND COM :NATIONS 146" UNISTRUT CHANNEL WIDTH SERIES P 1000 CHANNEL 8 P 1001 P 1001 3 WT. LBS. /C 570 P 1001 C3 P 1003 BEAM LOADS COLUMN LOADS 3 1%' ., ,/; . 3/4" ' s1s° 14 " I9/�2" 1 709" 2 WT. LBS./c 190 2 T — 1 - 1 "/ d 13116' 1244" { 1 4 .. ---I 2 P 1001 A P 1001 A3 P 1001 D3 P 1004 A P 1001 B P 1001 B3 — — WT. LBS. /C 570 P 1000 channel and combinations are roll formed from 12 gauge (.105 ") strip steel. 7 /ie" Standard lengths 10 and 20 feet. WT. LBS. /C 670 P 1001 C P 1001 C41 Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load Is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8. Stress 25,000 # /sq. In. — Recommended for use where deflection is not a factor on long spans. Deflection 1/240 span — Recommended for use when deflection Is a factor. Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of 0.80. For other K values see page 112. If loads are eccentric, loads should be reduced according to standard practice. -- 31/4" - --' 2 WT. LBS. /C 760 u3 P 1001 K P 5000TM CHANNEL AND COMBINATIONS 1%" UNISTRUT CHANNEL WIDTH SERIES P 5000 CHANNEL P 5001 BEAM LOADS _ .1 2 L WT. LBS. /C FT. 610 „" h-, 13/4" 1 , I./32" � r -j 1.751" 1 - -� —1 , 2 WT. LBS. /C FT. 305 P 5000 channel and combinations are roll formed from 12 gauge (.105 ") strip steel. Standard lengths 10 and 20 feet. G -¢ Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8. Stress 20,000 # /sq. in — Recommended for use where deflection is not a factor on long spans. Deflection 1/240 span — Recommended for use when deflection is a factor. COLUMN LOADS Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of 0.80. For other K values see page 112. If loads are eccentric, loads should be reduced according to standard practice. ELEMENTS OF SECTION AREA OF AXIS 1 -1 AXIS 2.2 CHANNEL P 5000 P 5001 WT. /FT. SECTION LBS. SO. IN. 3.05 .896 6.10 1.792 I S In. In. In. 1.094 .625 1.105 6.215 1.912 1.862 I S In ! In.' In. .436 .537 .697 .872 1.074 .697 I — Moment of Inertia S — Section Modulus r — Radius of Gyration uf , U . .00 ■ N W f N LL W O. 11 Q `. H W Z t— 1—•O Z t— 2 uj U O N 0 H =V O z 11.I , I = _ 0 I"' Z HANGER WIRE CLIP ATTACHMENT J- Master Tool® DESCRIPTION J- Master Tool® For attachment of J -Clip® (L1701) and Clip -Pur® (L1801) Hanger Wire Clips. ADVANTAGES t For strong, reliable attachment of hanger wire from open web bar joists or purlins E' Fast, easy installation from floor level t No ladders or scaffolding necessary t Threads into any 1/2" threaded pipe t. No hammering, punching holes or wrapping wire i[ Two magnetized strips included for use in attachment of Clip -Pur (11801) CLIPS USED WITH THE J- MASTER TOOL® EASY INSTALLATION J -Clip° (L1701) B : Strong, reliable attachment of pre -tied hanger wire F. Use for open web bar joists or purlins it Each clip fits 1/16 " -tM" flanges 1. Attach a 1/2" pipe extension dielectric pole available) to the threaded end of a J- Master tool, and place pre -wired J -Clip into tool. 2. Insert the J -Clip up into the void between the two base angles. Position the clips over the vertical flange and pull down. 3. Disengage the tool by lifting up and out. J -Clip attached to the J- Master Tool For positive wire hanging EASY INSTALLATION i 1. 2. 3. Clip-Pur® (L1801) • Fast, easy attachment of pre -tied hanger wire horn Z- Purlins C Disengages from J- Master tool after installation ✓ Two magnetic strips attached to 1- Master tool make installation easy u9 J- Master tool threads easily into any 1/2" threaded pipe Attach J- Master tool to end o hreaded 1/2" pipe or dielectric pole. Lay pre -tied Clip -Pur against magnetized strips. Raise the Clip -Pur up to the purlin. Position the dip on the 45° flange and give a downward tug, the clip is now in position. Disengage the tool by lifting up and out. ® Ramset ,, Clip -Pur attached to the J- Master Tool PART NUMBER DESCRIPTION 721 AUTO FAST D60 0601 SA270 D45 COBRA M70 VIPER PART PIN LENGTH (mm) LENGTH AUTO 060 0601 SA270 045 COBRA VIPER* NOSEPIECE NUMBER In. (mm) 721 FAST 060 D60L SA270 D45 COBRA VIPER•• REQUIRED SDC100 1 (25.4) I. • • • • A. b A. 2VP4100 SOC125' 1 -1/4 (31.8) • 4 • • • • ♦ A. 2VP4125 PART NUMBER DESCRIPTION 721 AUTO FAST D60 0601 SA270 D45 COBRA M70 VIPER .300 Head Diameter Pin NUM NUMBER (mm) LENGTH AUTO FAST 060 0601 SA270 045 COBRA VIPER* REQUIRED For Hard Concrete SPC100 1 (25.4) s. • • • • i • 2VP4100 34EMT08C SPC114 1 -1/4 (31.8) A. • • • • • A. 2VP4125 PART NUMBER DESCRIPTION 721 AUTO FAST D60 0601 SA270 D45 COBRA M70 VIPER 38BX08C 3/8' Bx clip w /1' pin • • A • • A A. • A. 12EMTO8C 1/2' Conduit clip w /1' pin • • • c • :. L • • 34EMT08C 3/4' Conduit clip w /1' pin • A. • • • • A. • L 10EMTO8C 1' Conduit clip w /1' pin • • A. • • A. • • • e 1202CF PART NUMBER DESCRIPTION Angle clip (no pin) 1183A 7/8 Metal washer SELECTION CHARTS Ceiling Clip Assemblies .300 Head Diameter Pin Step Shank Pins with Ceilin Clii 41 . Conduit Clip Assemblies .300 Head Diameter Pin Fastener Accessori Ladd Assembly for L1600 Fastener is preassembled to angle clip for applications such as the hanging of ceiling wire to support ceiling grid. Available in 1000-Pack only PART NUMBER 2202 DESCRIPTION Ceiling Clip w/1 - 1/4' 721 • AUTO FAST • 060 D60L • SA270 E 045 VIPER* • ' Viper tool comes assembled with the 2VP4125 nosepiece Shank diameter = .145 • Available in 1000-Pack • Viper tool comes assembled with the 2VP4125 nosepiece Shank diameter = .145 ' Viper tool comes assembled with the 2VP4125 nosepiece Shank diameter =150/.180 Fastener is preassembled to conduit clip to attach electrical conduit to concrete or steel. Shank diameter = .145 PART NUMBER L652 PIN LENGTH In. (mm) 1 - 1/4 (31.8) DESCRIPTION Preassembled pin & clip 4 -Z W ! J ' '0 u) 0 W 0J N u. W 0 . J. IL a a ` 11J 'Li U 0; W Wi I 0 , U — 0 ACTIVITY NUMBER: D2000 -396 PROJECT NAME SITE ADDRESS: 804 SOUTHCENTER MALL XX ` Original Plan Submittal SEATTLE MARINERS TEAM STORE DATE: 12 -13 -2000 SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buiing RT Division igej 06))(- 1 Public Works /I VIA IUn l2 -t4 Complete V'RROUI(.00C Pr) TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) PERMIT COORD CO,P'( PLAN REVIEW /ROUTING SLIP rt l Fire P L l2 -4S Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Structural Review Required n Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: �;. Plan _ Division C2- -0 ° Permit Coordinator DUE DATE: 12 -14 -2000 Not Applicable No further Review Required n DATE: DUE DATE 1-11-2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: mo w ' 6 •00 (0 G J N U. w o ga Q La CJ w z o uj U o ' 0 H = c z � ui , U 0 0 MASTER LICLNSE SERVICE REGISTRATIONS AND LICENSES STATE OF WASHINGTON ORGANIZATION TYPE FOREIGN PROFIT CORPORATION PCL CONSTRUCTION SERVICES, INC. 520 PIKE ST SEATTLE WA 98101 FOREIGN PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS 8 PROFESSIONS DIVISION, P.O. BOX 9034 OLYMPIA, WA 98507 -9034 (360) 664 -1400 UNIFIED BUSINESS ID #: 801 332 812 BUSINESS ID #: 001 • EXPIRES : 07 -31 -2001 rcmlda AV F6254152•000 (8197)' DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL }( ftEGf 5'T i # E'XP T2 '1 ,41,1:d.00.. CLCOSI099NW, 061 /0 Eb'F,EGJr' DIVE 'iii;DA'1'F�1j/1,6/ ?]'991; Th,Cr:L,\ CONSTRUCTION SRVC IIyC ; 15405 SEy37TH ST, .STE.200. BELLEVUE;•WA - • 98006 BUILDING CODE SUMMARY CODE EDITION: UBC -97 CONSTRUCTION: ALTERATION, INTERIOR TENANT IMPRCOVEME`i:. I. BUILDING CLASSIFICATION A OCCUPANCY CLASSIFICATION_ GROUP M 1,325 SF GROUP B FEE ICE ` SF N I IN: NT AL _:_ AGE .I42 IE L TOTAL SF .654 B. TYPE CF RITC T TrFE r. SPPIN"EEEEEU AUTOMATIC SPRINT. LEES 4RE PROVIDED C- LOCATION ON PROPERTY: N:A D. ALLOWABLE FLOOR AREA N/A E. HEIGHT AND NUMBER OF STORES: N/A 2. EXITING A. OCCUPANCY LOAD: 46 OCCUPANTS GROUP M 44 GROUP 8 I GROUP S I 46 B. NUMBER OF EXITS REQUIRED: ONE C. EXIT WIDTH 16 FEET NOMINAL PROVIDED REFERENCE SYMBOLS NEW GRID INDICATORS 20 —I 206 - - -- MATCH LINE INDICATOR 12/4608 ai. n3.8 ,e. s,. AIL EXISTING GRID INDICATORS INTERIOR ELEVATION MARK TYPICAL DETAIL INDICATOR DetalNamber Sheet Where Drawn BUILDING SECTION INDICATOR WALL SECTION INDICATOR INTERIOR ELEVATION INDICATOR ROOM NAME 888 PARTITION TYP INDIC •SEE PNiiIT10N M ITE, DOOR AND /OR RECITE NUMBER O WINDOW TYPE FINISH TYPE. REVISION NUMBER EQUIPMENT NUMBER FLOOR HEIGHT TRANSITION 345.62' SPOT ELEVATION + /T.O.C. VCTX CPT 101 ROOM NAME 6 NUMBER FLOOR MATERIAL TRANSITION EL'_ 32F0.00' VERTICAL ELEVATION MARK RINERS TEAM STORE SOUTHCENTER MALL UKWILA WA ABBREVIATIONS coQPD CARS CRB CSK cm Air conen, A AspGnic erase Pma9 Acosuc Citing Tie Area C a Access D. A a ,W Frail Floor M AVeIIm Awe, Pawl N otel l em AL a�u Acaa9talNdPaIA'.. Bat Road .am aom BaWeen BWSs am sort Boton Boon Betlm , a BMS-ap Poorv9 Bee Choreal..e be Cub ae GWor Ca C. Bask canwearmw careen r g .rrA Canr Chalk eaa4 Carter FleauO ..n Car Mn Cadtin-0are resuw.»a Joel CeAera Cat Jed Caste Cla C.L.. MddPx Con. !/Bony lFia CasGOpeiig Gen O l Craae Lye. Wien Code carmCaN Catinea C a! Cate.. SI. Cease cwanad re caal:c rue Rae cwm Gccna Osdn,M Da cFG OLND OAT OE( BF Qu OpG Ocf ON W OAiFF os Daen PilftlV TEC c Eafdan CepwAiap E arn Dthsser Onnension Gryemi Dom Oilo N`a Ooa Danrspat Basle Sne. Orma Ent. 0a e E p c9 E4d Pend E SON FSGW C amr EW Erf�Wey ENC FJetl¢ Wela Cnala ET I FlYO E,posef IXt fIlaiw' ECIR EduYLlmnl '. S Ham FAB fetnae fPCY Fre Nam Pull. nd '4d F .no RIIBm� B Fld Fp Flow Ol FOC Fe Oepanmwa rmrec61n Fiq Frvtld'm FE Fre . AEC Fri R Fria. FldrCffi'mel Floor RE Fire a Cai FH15 N.G. wood Saex FL R oos FA Flow RA Gums= FNp F al POP Gas oF s dr K ., POP FGC Fvri41a1 bt Omr ,.stet by.... FMi Pea dMarN � 5re oSWis 1.34E FMpod(nAl Aa FrP FS R Fre or F e d Fo o.se, e,sk9sj aN Pos. e FaMic'HA mains Pare(r91 Fm Ra.ed P.° F re P eiaCaw GO Gyp. WEB. GYP O Am H ON e Hoe Bb I HC tY a.y 1 . Ca HO Y.mC hOBO HudmE NOR HMI Daaal O•aMY !Dfl Vbsda NOW Hamae NTT Heiymel qr H ga WA Go.o MAd HORE HquwW Hfl For ORG FRB H FRB He da HYRC fLffiO'vefAdlgHr Nl1 HAYIaa Nltt Nda'N W O HMm HYOfl H w idI(,I w1 lM4e(dl f.G�lvm7 INIM Gmnafa4 wa INJ Mel IIW ltH LVA Ile LR LT LTG TWO JaW s Dao Jaen K BIN D Kn om KACim Iona w K Qae MPS px Square YID NbrfdS WET M6fl Mc nNe Mc� Mrli Mae MLT ANA MN MW MGC MK NNR IAO M�LIL' Ns Aix Mal Op?n5 Alin Nam NYb Wad Wad NTS Net To roe 0' O.a w are OC On Ca a W Oavde Camea. Ueide Bsaem OFF oa • OF qp®W xdd OFNG omaam CFO oem.. wADwb OWD ... DI O 1:4 Flamm Hea i® PE iti� Balm P Boa. PC • P PCP Pat. {d FOA FE N PGS P Pea.. Pd,$caC PN Pandr�rVda FL Plup PLAN Ply Lariae PVS Phsaal M Pre R!T Pair POL Rsff PR P P Papa. PREEN Pldso P E55 PTa PROP P.. ?SF Ruts pea. Pal FS Pack per.. lair FT Port Pad ad il Rea. Trea.1 PTO PaiwTw.tlCapaea PRM Papor.. Tga.d Noce PM Pa n PTN PapsTwd P.0 ewers -bJe P:IAr Pma�ae Q Gary OR Ca.r OTT Ouaui RE F. FENS R$ PEi I ;SF I R1 R FON E.OR,ON TES : RIq ¢t and 17 Pew ira5a S SA SaUt e S cia G . We,. SCFID Sod. Sead 50 Saao tae SDC 9 Da. Cans SHT Sec. 91 Sly SM S M . Meet SON R.TadDI SIN Sri! SK 9 Ssaa SY Sa.l. SID S MT. R�� SNi Sea/ MT. REmpla. SOG 3au'1ia4 SPOWEES SPEC 50 Ff SPae Fed S o . s,a ss saw sr ST Sales Sal ST SmA SSim Sr. PE Steed STD SN tramp Ors SIG S SIG Se 9 SR SIR/ Same STRICT S w an :x Seawm . A Sh3dt`.91 Sr S.ak SL aamrt9d SSM Gsdl SYG 9 ^sae TETS or. In =� Rrry r� •r. ,:mB�r U It sllmBi t Sts fMiz lief UEJI L'sa�t A Red UR Rl :free t4 1F VICINITY MAP LOCATION MAP INDEX OF DRAWINGS A001 TTG-01 4201 A601 A701 A801 A802 AB03 51 S2 COVER SHEET & GENERAL INFORMATION TYPICAL TENANT GUIDELINES FLOOR PLAN, FFEFINISH PLAN & SCHEDULES INTERIOR ELEVATIONS REFLECTED CEILING PLAN CASEWORK DETAILS INTERIOR DETAILS INTERIOR DETAILS GENERAL NOTES SECTIONS & DETAILS GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCT!CN. DIMENSIONS ARE TO THE BUILDING GRID LINES OR THE FINISH SURFACES UNLESS OTHERWISE NOTED. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISH. OPENING FOUR INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS', AND CASED OPENINGS SHALL 3E CENTERED BETWEEN NEAREST ADJACENT WALL INTERSECTIONS, UNLESS OTHERWIDE DIMENSIONED. c:zoD -3q� PROJECT DIRECTORY PROPERTY MANAGEMENT THE RICHARD E JACOBS GROUP, INC. 25425 CENTER RIDGE ROAD CLEVELAND, OH 44145 440.871.4800 CONTACT: BRUCE HARRELL TENANT SEATTLE MARINERS 83 SOUTH KING STREET, SUITE 300 SEATTLE, WA' 98104 206.346.4000 CONTACT: JIM LA SHELL TENANT IMPROVEMENT ARCHITECT CLAN ARCHITECTS 801 2ND AVENUE, SUITE 501 SEATTLE, WA 98104 206.682.3460 CONTACT: AMY SPARKS STRUCTURAL ENGINEER KPFF CONSULTING ENGINEERS 1201 THIRD AVE, SUITE 900 SEATTLE, WA 98101 206.622.5822 CONTACT: JOE 2LAB CONTRACTOR TURNER SPECIAL PROJECTS DIVISION 1=450 NE .29TH PLACE, SUITE 113 BELLEVUE. WA 98007 425.881.4010 CONTACT: KEVIN STILWELL SEPARATE PERMIT REQUIRED FOR: Er—MECHANICAL [✓l LEC R:CAL [g'P i EiNG n _ GAS PIPING CITY OF TCIUSVALA BUILDIP:..• E:IYI' :Did _. COP understand that the Plan Check approvals are subject to error.=.. =^d omissions and approval of s act rut:^ 1,2 the violation of any adopted rode or 0,1 Receipt of con- tfacto('s copy C approved plans acknoYAedged. By �ie� Date 4// PDrt^1' NG ODOs 396 REVISIONS .H US SHALL BE MADE TO CF V,'LT —A WITHOUT PFiRGO TUIXITIL,A BUILDING DI'VISIC:d. A WM PLAN SDeh -iTTAL INE.AL?LW fiIV. Figi, Dzcoo39(0 PI GITTED: la - oar - anon FII E: chi L MN11 ARC HITECTS SEATTLE MARINERS TEAM STORE SOU Il HCISIIV'.fl !ER PERMIT ISSUE REVISIONS NO PATE TITLE 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343 -9305 DEC T 1 L DESCRIPTION COVER . SHEET & GENERAL INFORMATION DESIGNED DRAWN CHECKED MW & GC DATE I3 DECEMBER 2000 CARD FILE smscm JOB NUMBER 00112.02.1 A001 BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and if appropriate to the Fire Department, Planning Division. and Public Works Department. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings. to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 2061431-3670 FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation - Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 440705319 Upon approval TENANT shall forward four (4) sets of black line (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required in Exhibit C. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements, application for service, billing procedures, etc.: ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191-0001, Tel: 206/346.8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATION TENANT >:ATtT-E Nf l fjp 25 FIRM JIM LA 5t{SLL . CONTACT 1 25 a I 9t AvS ADDRESS 5EAT1 , W A °) 6134 Z.6 4 X 20 6. 346. 45oo PHONE FAX EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 2061577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 2061340 -2255 Fax: 2061340.2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481 -7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following: • Building Permit - A copy of each of the Local and State Building permits. • Workers Compensation Certificate. • Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence and should reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. • Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub - contractors. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD's correction of punch list kerns not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied as a reimbursement to the LANDLORD for materials issued to and /or for services performed directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and /or for the repair/ replacement of property damaged by TENANT'S CONTRACTOR). The deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre - construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TENANT'S ARCHITECT LAN AtRCIkrT FIRM AMY 5PA21GS CONTACT Swi 2 " Ave SGI'TE 501 ADDRESS ' $ ATYLE WA 98104 TE ZIP 206 • 605. 3460 STA 2°.343. 93;8 PHONE FAX CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. ASBESTOS MATERIALS In the event TENANT'S construction encounters any asbestos containing materials (ACM), TENANT shall immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center is resolve how to proceed. The installation of any materials that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of. 1) goveming building codes, 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property from damage. Use of fuel operated engines inside the Mall and/or space will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate tire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that all construction employees working in the premises use the designated parking areas. There wiil be no construction trailers allowed on jhe property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading, as approved by the LANDLORD. DELIVERY OF MATERIALS The CONTRACTOR shall be responsible to coordinate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered during NON - Shopping Center hours. Where there is no rear doorto access space, all deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, according to LANDLORD'S direction. NO exceptions. WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive the prior permission of the LANDLORD for work after normal working hours_ LANDLORD! INSPECTIONS The Tenant's construction work will be observed periodically by the LANDLORD to verify that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of O.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANT'S ENGINEER •PFF ' CON SULTIN 5 >GN • INWt FIRM J0E LAO CONTACT I2ol 3 AVE , S I'1'm ao DRESs ;earn -E , WA cl $ lot CITY STATE ZIP 245. 622. 5522 206. 622. 81 PHONE FAX welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power is not yet available_ Wham permanent power is available, it is the resporstdtlty of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR and /or TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora tempaay portable type toilet facility must be approved by the LANDLORD prior to its placement. TEMPORARY BARRICADE Prior to beginning any construction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary barricade is installed at the storefront (see Shopping Center Manager for barricade drawings and details). Where a barricade has been erected by LANDLORD using pre - formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins; shall not unreasonably obstruct .,;alt traffic, and shall not be more than four feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non- operating hours of the shopping center. No barricades shall be removed or dismantled without express written consent of the LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representative for pubic safety or general waning. BELOW GRADE CONSTRUCTION Prior to beginning any below grade construction and under slab confined spaces the Contractor must • Prior to Locating Floor Penetrations, Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address this sheet • Meet hazardous confined space requirements. • Inform LANDLORD of the work to be undertaken and receive approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR must photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction must be inspected by LANDLORD prior to backfiliing. CONCRETE Concrete most be saw -cut or core-drilled (no jack hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint most only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. MALL CONTACT NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 206/244-8607 TIGCourtIF- e^._?Y.,:d 8 /28/56 : INTERRUPTION OF UTILITIES T ne CONTRACTOR must receive the LANDLORD'S approval at (cast three (3) days prior to any modification to utility senates that may temporarily interrupt such service to otter tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the Cniractor may perform "noisy" construction (Le_ saw sting, core drilling, "Hilti" type fastener guns, etc.).2rntact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTIACTOR reschedule any activities deemed disruptive tarestncted hours. TRASH IEMOVAL & DUMPSTERS Trash Remval - At trash will be confined to the premises and removed at the end of each day by the CONTRACDR. Any trash found in the service condors, advent ter3nt units, and /or other public areas will be removed b}ihe LANDLORD and deducted from the CONTRAC OR'S depositor billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dempsters and/or compactors are not to be used V CONTRACTOR. SPRINKLER DRAIN - DOWN The CONTRACTOR shall seek the LANDLORD'S prior approtal at least two (2) days in advance of needing to rain the shopping center sprinkler system. No shoppinccenter sprinkler system will be left drained ovenlght All systems kill be caged and operational when the CONTRACTOR i.;:: e.s for the night A $75 fee will be &±arged for ach tine the LANDLORD'S sprinkler system is drained ershut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the oef orarljumor :noddy tr.e LANDLORD'S sprinkler system,fixtues,utittes,strc..^ eupoymentorfacnifes wisieal the LANDLORD'S express written consent and will be done t the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. BARRICADE OPERATING WHILE REMO -ONG -r addition to ary prior stated requirements, the following rules apply to cores remaining open during remodeling. PRECONSTRUCTION MEETING For stores nmaining open during construction, The Store Manager must be present at the Preconstruction Meeting to escuss plans for the remodel, time span of remodel ant related safety issues. The CONTRACTOR will be required to schedule the consructon n phases and provide a phasing barricade plan indicatiig where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for after normal working holm. In addition, the Stare Manager and the CONTRACTOR must prepare for and indicate whether a Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. SAFETY In addition to the O.S.H.A safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a :minimum of a four foot (4') barricade around all construction areas. Apply plastic sheeting from the barricade up to the ceiling sous to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, ladders, and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling Light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate clear fire exits through both the rear and the front of the store. • If there is any storefront remodeling required, the CONTRACTOR will be required to erect a barricade per the above details. TENANT COORDINATOR Tel: 4401808- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145- 4122 Tel: 440/871 -4800 Fax: 440/808 - 6909 Page 1 13,11 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list The premises will he allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affidavit and Final Waiver of Lien ". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. D2 e c1�, of Sa;NU.r SOUTHCENTER TYPICAL TENANT GUIDELINES TITG -01 THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS NIIIMMOr The Richard E. Jacobs Group NOVEMBER 1999 RAW SCALE: SEATTLE, WASHINGTON REVISED.: FILE NAME UNIT NUMBER DBA REVISIONS DRAWING NUMBER: O - ar SOUTHCENTER MALL DATE OB NUMBER: DATE DRAWING SUBMISSION & REVIEW CHECKLIST TENANT'S SUB ritSSION CHECKLIST TENANT'S drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: WORKING DRAWINGS: • Storefront Elevation (with sign) Working Drawings must be • Storefront Section(s) submitted in the following order: • Details at Neutral Pier(s) • LANDLORD'S TTG -01 Sheet • Details at LANDLORD'S Soffit • Architectural • Floor Plan • Electrical • Reflected Ceiling Plan • LANDLORD'S TTE Sheet(s) • Interior Elevations • Plumbing • Longitudinal Section • HVAC • Material Sample Board • LANDLORD'S TIM Sheet(s) • Photo of Similar Store • (other drawir+as) LANDLORD'S REVIEW CHECKLIST APPROVED ' PPc` �'ED REVISE & DRAWING FOR CONSTRUCTION (INCLUDE WITH RESUBMIT RESUBMISSION) PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC NOTES: RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) days. All resubmission shall be COMPLETE sets with four (4) sets of biack line (preferably) or blue line prints. SIGN: This review does not include final approval of TENANT'S sign. Prior to fabrication & installation of TENANT'S sign, TENANT'S sign fabricator (sign company) shall submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANT'S Drawings except upon the PRIOR written consent of the LANDLORD. AS- BUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. THIS AREA FOR LANDLORD USE ONLY.,. R ARE APPROVED NOTE: DRAWINGS WITH IN THE LOWER RIGHT HAND CORNE �I� BY LANDLORD LANDLORD'S approval of TENANT'S Drawings is contingent upon TENANT'S compliance with LANDLORD'S comments and shall not be construed no as to hold LANDLORD liable for either the architectural and engi- neering design of the Premises or the accuracy of the information contained in TENANT'S Drawings. Should any conflict arise between any of TENANT'S Drawings and the Lease, the applicable portion(s) of the Lease shall be determinative. LANDLORD'S approval of TENANT'S Drawings will in no way alter, amend or waive the requirements or criteria of the Lease. BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt. plans are routed to the City's plan checker and if appropriate to the Fire Department, Planning Division. and Public Works Department. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings. to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 2061431-3670 FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT's sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual Insurance Great Lakes Operation - Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 440705319 Upon approval TENANT shall forward four (4) sets of black line (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required in Exhibit C. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements, application for service, billing procedures, etc.: ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191-0001, Tel: 206/346.8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 CONTACT INFORMATION TENANT >:ATtT-E Nf l fjp 25 FIRM JIM LA 5t{SLL . CONTACT 1 25 a I 9t AvS ADDRESS 5EAT1 , W A °) 6134 Z.6 4 X 20 6. 346. 45oo PHONE FAX EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 2061577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornstad Kane Jacobs Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 2061340 -2255 Fax: 2061340.2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481 -7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following: • Building Permit - A copy of each of the Local and State Building permits. • Workers Compensation Certificate. • Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence and should reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. • Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub - contractors. CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal I.D. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD's correction of punch list kerns not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied as a reimbursement to the LANDLORD for materials issued to and /or for services performed directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and /or for the repair/ replacement of property damaged by TENANT'S CONTRACTOR). The deposit or any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. ON -SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A copy of the Letter of Authorization for Access (issued by mall representative at Pre - construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TENANT'S ARCHITECT LAN AtRCIkrT FIRM AMY 5PA21GS CONTACT Swi 2 " Ave SGI'TE 501 ADDRESS ' $ ATYLE WA 98104 TE ZIP 206 • 605. 3460 STA 2°.343. 93;8 PHONE FAX CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "CONTRACTOR" shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. ASBESTOS MATERIALS In the event TENANT'S construction encounters any asbestos containing materials (ACM), TENANT shall immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center is resolve how to proceed. The installation of any materials that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of. 1) goveming building codes, 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property from damage. Use of fuel operated engines inside the Mall and/or space will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate tire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to ensure that all construction employees working in the premises use the designated parking areas. There wiil be no construction trailers allowed on jhe property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading, as approved by the LANDLORD. DELIVERY OF MATERIALS The CONTRACTOR shall be responsible to coordinate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered during NON - Shopping Center hours. Where there is no rear doorto access space, all deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, according to LANDLORD'S direction. NO exceptions. WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive the prior permission of the LANDLORD for work after normal working hours_ LANDLORD! INSPECTIONS The Tenant's construction work will be observed periodically by the LANDLORD to verify that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, stop work that is in violation of O.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANT'S ENGINEER •PFF ' CON SULTIN 5 >GN • INWt FIRM J0E LAO CONTACT I2ol 3 AVE , S I'1'm ao DRESs ;earn -E , WA cl $ lot CITY STATE ZIP 245. 622. 5522 206. 622. 81 PHONE FAX welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. TEMPORARY POWER Temporary electric power will be made accessible for those Tenants where permanent power is not yet available_ Wham permanent power is available, it is the resporstdtlty of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR and /or TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora tempaay portable type toilet facility must be approved by the LANDLORD prior to its placement. TEMPORARY BARRICADE Prior to beginning any construction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary barricade is installed at the storefront (see Shopping Center Manager for barricade drawings and details). Where a barricade has been erected by LANDLORD using pre - formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins; shall not unreasonably obstruct .,;alt traffic, and shall not be more than four feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non- operating hours of the shopping center. No barricades shall be removed or dismantled without express written consent of the LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representative for pubic safety or general waning. BELOW GRADE CONSTRUCTION Prior to beginning any below grade construction and under slab confined spaces the Contractor must • Prior to Locating Floor Penetrations, Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address this sheet • Meet hazardous confined space requirements. • Inform LANDLORD of the work to be undertaken and receive approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR must photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction must be inspected by LANDLORD prior to backfiliing. CONCRETE Concrete most be saw -cut or core-drilled (no jack hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint most only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. MALL CONTACT NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 206/244-8607 TIGCourtIF- e^._?Y.,:d 8 /28/56 : INTERRUPTION OF UTILITIES T ne CONTRACTOR must receive the LANDLORD'S approval at (cast three (3) days prior to any modification to utility senates that may temporarily interrupt such service to otter tenants or the shopping center. NOISY CONSTRUCTION The LANDLORD has established working hours when the Cniractor may perform "noisy" construction (Le_ saw sting, core drilling, "Hilti" type fastener guns, etc.).2rntact the LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTIACTOR reschedule any activities deemed disruptive tarestncted hours. TRASH IEMOVAL & DUMPSTERS Trash Remval - At trash will be confined to the premises and removed at the end of each day by the CONTRACDR. Any trash found in the service condors, advent ter3nt units, and /or other public areas will be removed b}ihe LANDLORD and deducted from the CONTRAC OR'S depositor billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dempsters and/or compactors are not to be used V CONTRACTOR. SPRINKLER DRAIN - DOWN The CONTRACTOR shall seek the LANDLORD'S prior approtal at least two (2) days in advance of needing to rain the shopping center sprinkler system. No shoppinccenter sprinkler system will be left drained ovenlght All systems kill be caged and operational when the CONTRACTOR i.;:: e.s for the night A $75 fee will be &±arged for ach tine the LANDLORD'S sprinkler system is drained ershut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the oef orarljumor :noddy tr.e LANDLORD'S sprinkler system,fixtues,utittes,strc..^ eupoymentorfacnifes wisieal the LANDLORD'S express written consent and will be done t the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. BARRICADE OPERATING WHILE REMO -ONG -r addition to ary prior stated requirements, the following rules apply to cores remaining open during remodeling. PRECONSTRUCTION MEETING For stores nmaining open during construction, The Store Manager must be present at the Preconstruction Meeting to escuss plans for the remodel, time span of remodel ant related safety issues. The CONTRACTOR will be required to schedule the consructon n phases and provide a phasing barricade plan indicatiig where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLORD for after normal working holm. In addition, the Stare Manager and the CONTRACTOR must prepare for and indicate whether a Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. SAFETY In addition to the O.S.H.A safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a :minimum of a four foot (4') barricade around all construction areas. Apply plastic sheeting from the barricade up to the ceiling sous to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, ladders, and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling Light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate clear fire exits through both the rear and the front of the store. • If there is any storefront remodeling required, the CONTRACTOR will be required to erect a barricade per the above details. TENANT COORDINATOR Tel: 4401808- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145- 4122 Tel: 440/871 -4800 Fax: 440/808 - 6909 Page 1 13,11 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list The premises will he allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affidavit and Final Waiver of Lien ". • The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. D2 e c1�, of Sa;NU.r SOUTHCENTER TYPICAL TENANT GUIDELINES TITG -01 THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS NIIIMMOr The Richard E. Jacobs Group NOVEMBER 1999 RAW SCALE: SEATTLE, WASHINGTON REVISED.: FILE NAME UNIT NUMBER DBA REVISIONS DRAWING NUMBER: O - ar SOUTHCENTER MALL DATE OB NUMBER: DATE DOOR SCHEDULE DOOR NUMBER (OPENING N0.) FIRE RATING l (MINUTES) DOOR FRAME /RELITE DETAILS REMARKS 'MIU31Vw (S _ Z 2 Q X q a O s Ei /z om a SSSNNOIHI ENIZV'1G HSINId HARDWARE GROUP MATERIAL HSINId GLAZING OVGH ewWr TITS 101 0 STL 11' -0" X 16'3 CLR ANDO - &FR STL PAINT - - - - LOCKED IN OPEN POSITION DURING BUSINESS HRS 102 0 _ WD 3' -0" X 7'0" IV PAINT - 1 WD PAINT - - - 103 0 WD 3' -0" X 7'0" l' PAINT - 2 WD PAINT - 7/A802 7/A802 16A/A802 104 0 ND 3' -0" X 7'0" ''4 rKINT - 1 WD PAINT - 7/A802 7/A802 16A/A802 105 0 YID 3' -0" X 7'0" 1 PAINT - 3 WO PAINT - 7/A802 7/A802 - 106 - - - - - - 4 - - - - - - EXIST DOOR /FRAME APPROX EXTENTS OF- CONC FLR PATCH- VHF GC DEMO. MOVE AND /OR REPLACE EXIST MALL TILE 10 ACCOMODATE NEW LAYOUT-- 1 VIF THAT LAYOL CLEARS COL ENCLOSUFE SOFFIT A8V CASEWORK CASHWRAP (SHOWN REMOVED). MOVABLE DISPLAY CASEWORK- TYP EXTENDED STOREFRONT BUILDING LINE DISPLAY CASEWORK CRASHWRAP- TYP MOVABLE CASEWORK T-SHIRT DISPLAY- TYP MINIMIZE BOX - OUT - AROUND EXIST COLUMNS TYP AT ALL LOCATIONS'� NOTE: UTILIZE PLAN AT DET 1 /A201 FOR LOCATING CENTER WP FLOOR FINISH PLAN SCALE: 1/4" - 1-0" u RECESSED FE/EEC - GC COORD W/ LOCAL CODE OFFICIAL FOR REOUIRED MNTG HEIGHT FLOOR PLAN SCALE 1/4" - 1' 15' -0" SEE 6/0601 FOR EAST ELEVATION & 12/A802 'FOR SOUTH ELEVATION %IF 5 A802 Alk ENTRY otre A601 of 102 ) \_ - J 8 SMALL ■ STORAG ABV 101 10001 • a fi ■ MIN A801 \- SOFFIT ABV Q MONITOR DO CASHWRAP & CLG GRID WP MONITOR ABV SLATWALL WP SO V \- I 0 ti %UV o © S oi OFFICE 20 A802 •\/ ©A 0 A802 • `; 7 e 4) A SM , 4 A e lO\Uir alk S o 20 -7 25' -4" N ROOM F GC COORD W/ MARINERS TO SECURE SAFE TO FLOOR OFFICE FFE PROVIDED AND INSTALLED BY MARINER TTTXT sr - \ © A ITTING • STORAGE 7 %s" 6 EXIST EP '-' LOCATIONS GROUP 1 (3) BUTT HINGES MORTISE LOCK & CYLINDER - (STORE RM FUNCTION) (21 ADA 'HANDLES WALL STOP (2/4' PNTED PLYWD SHELVES ON HEAVY DUTY STANDARDS ! DEMO, CAP PIPING & PATCH L. _.._:GWB @ (2) EXIST SINKS (CP - (CP -2 (CP -3 (CP -4 WALL TYPES FINISH SCHEDULE= CARPET (ALL FROM ATLAS CARMAT MILLS; PANT (FINISH = GWB= EGGSHELL, PAINTED MTL. SEMIGLOSS) HARDWARE SCHEDULE PROJECT NOTES= r O FURRED SHELL & TI CONSTR COMBINED YIELDS 1 -1 RATED PTN (UL 465) - EXTEND TO UNDERSIDE OF DECK SO PARTITION FIELD STYLE= CORINTH 24 COLOR= CN24 UMBER SMOKE GREEN /TEAL STYLE: PARADISO 40 COLOP= LAC -UNA P967 BLUE STYLE: PARADISO 40 COLOR: AMIE P965 STYLE= PARADISO O0 COLOR: GREY P909 EXIST 4" MTL STUDS 5 /g" TYPE 'X' GWB %" SLATWALL W/ ALUM INSERTS SHIM TO PLUMB AS READ 5 /B" TYPE X GWB 4" MTL STUDS <PNT-1> <P110 -2> <PNT -3) <POT -A> <PNT -5> SHERMAN WILLIAMS SW1196 DARK GREEN AT ENTRY TRUSS, ALL CEILING GRIDS AND EXPOSED ITEMS ABV CLG BENJAMIN MOORE •826 DARK BLUE ACCENT COLOR SHERMAN WILLIAMS SWI791 -BLUE ACCENT COLOR SILVER TO MATCH CLEAR ANODIZED FINISH ACCENT COLOR GROUP 2= (3) BUTT HINGES MORTISE. LOCK & CYLNDER - (OFFICE FUNCTION) (2) ADA HANDLES WALL STOP 1 REVIEW ATTACHED '.SHEET TTG -OI COORDH'-'ATION REOUIREMEN(S FROM MALL MANAGEMENT 2 EXISTING CONSTRUCTION SHOWN AS DOTTED 3 ALL STOREFRONT GLAZING TO BE 1 /4' TEMPERED 4 SLATWALL B CURVED PARTITIONS IS COMPRISED OF STRAIGHT SHTS FACETED TO APPEAR CURVED- GC COORD FACET WIDTH SO THAT SLATWALL DOES NOT PROTRUDE PAST ACTUAL CURVE OF GWB SOFFIT ABV - REFER TB 20/1802 5 COORD ACCENT CARPET INSERTS W/ FINAL CASEWORK LOCATIONS 6 PROVIDE SHOP DRAWINGS ON ALL CASEWORK FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION 7 PROVIDE SHOP DRAWINGS FOR ENTRY TRUSS FOR ARCI-ATECT'S AND ENGINEER'S 1PPROIVAL PRIOR TO FABRICATION 8 DESIGN /BUILD ELECTRICAL, MECHANICAL, FIRE PROTECTION AND SIGNAGE DRAWINGS MUST BE REVIEWED BY ARCHITECT AND APPROVED BY MALL MANAGEMENT PRIOR TO SUBMISSION TO CITY FOR PERMIT 9 PATCH / PREP EXIST WALLS LEFT EXPOSED IN SALES AREA AND OFFICE TO RECEIVE PAINT 10 STOREFRONT DESIGN BASED ON KAWNEER TRFAB 400 WITH 1Y'4" X 4" STICKS - FINISH CLEAR ANODIZED 11 ROLLING GRILLE DESIGN BASED ON ATLAS ROLL -LITE •042 - MOTOR OPERATED, ALUMINUM W/ MILL FINISH, STRAIGHT PATTERN CURTAIN, PAINT GUIDES AND BTM BAR TO MATCH SURROUNDING COLOR 12 DESIGN FOR SUSPENDED CEILING "CLOUD" OVER CASHWR/P BASED ON ARMSTRONG AXIOM O - EXTEND STUDS TO UNDERSIDE OF DECK W/ DECK DEFLECTION ASSEMBLY - A PROVIDE Ill LAYER OF 5 /e' TYPE 'X' GWB ON SALES AREA SIDE - SEAL AIR TIGHT O FURRED O PARTITION SHERWIN WILLIAMS, LUMINOUS WHITE •SW 1900 (STD PANT COLOR UOW 2y2' MTL STUDS BRACED TO EXIST COL GROUP 3: (3) BUTT HINGES MORTISE LOCK & CYLINDER - (PRIVACY FUNCTION) (2) ADA HANDLES FLR STOP O PARTITION 4" MTL STUDS 5 / TYPE 'X' GWB (WD -I > MAPLE WITH CLEAR SATIN FINISH (PLAM1 (PLAM2> VB - 1 T -i PORCELAIN TILE DALTILE, BASAL TO, VERDE BSO4 O PARTITION EXIST %" TYPE 'X' GWB EXIST 4" MTL STUDS 5 /g" TYPE 'X' GWB GALVANIZED SHEET METAL (CASEWORK ACCENT) PLASTIC LAMINATE PIONITE, CARNATION WHITE "SW806 -S, FIIIISH SUEDE PLASTIC LAMINATE NEVAMAR ARP PLUS, CLEAR MAPLE TEXTURED •'WM- 8 -340T VINYL BASE ROPPE, P110 BROWN 34" SLATWALL W/ ALUM INSERTS 4" MTL STUDS GROUP 4 REPLACE WEATHERSTRIPPING ON LATCH ,AMB- REATTACH LOOSE THRESHOLD REPLACE. MORTISE LOCK AND CYLINDER (2) ALA HANDLES try t ,�.,,,,,n 4 ;x 1 r , D V D O7 FURRED SHELL & TI CONSTR COMBINED YIELDS 1 -HR RATED PEN (UL 465) - EXTEND TO UNDERSIDE OF DECK LMNARCHITECTS SEATTLE MARINERS TEAM STORE S O U 1T HCIE NT IE R PERMIT ISSUE TITLE FLOOR PLAN FFE /FINISH PLAN & SCHEDULES DESIGNED DRAWN CHECKED DATE 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9388 MW MW 6 GC DESCRIPTION 13 DECEMBER 2000 GADD FILE smscm. JOB NUMBER 00112.02.1 A201 O.H. BLIOUE VIEW OBLIQUE JRVED WALL VIEW ` —(PNT -4) (PL AM2 EAST ELEVATION '\___, SCALD I/q" - 1' -0" t OBLIQUE -, VIEW 1 T-0" 0 /go / UNFOLDED IA. <PN0 -4 NORTH ELEVATION SCALD I/q" = 1' -0" 1'- ASA 1 ZIP SOUTH ELEVATION SCALD 1 /4" - 1' -0" 802 PNT EXIST GWB - PATCH /PREP AS REOD (PNT 1) -, CASEWORK COAT HOOKS MIRROR W /MAPLE FRAME (VB 1 FITTING ROOM EAST ELEVATION OBLIQUE R viEw OBLIQUE VIEW CURVED WALL 008 SE AT WALL (PLAM1) FREESTANDING COL ON FOREGROUND) MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL TO STRUCT COL GWB REVEAL FULL HGT MIRROR MATED ON DOOR MDE BASE OBLIQUE VIEW T SHIRT DISPLAY- TYP MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL THRU ACT TO STRUCT ABV- REVER TO STRUCT PANTED SIGNAGE BY MARINERS GWB SOFFIT & PILASTER SLATWALL (PLAM2> MDF BASE YE PANTED PLYWD SHELVES ON HEAVY DUTY STANDARDS PNT 1 GWB SLATWALL (PLAM1> PNT EXIST GWB - PATCH /PREP AS READ FEC GWB MDF BASE EXIST BAND (WD 1 EXIST PIER WD -1 AL STO �Tl (PNT 5 2 11 SCALE: ye 1' -0" STOREFRONT ELEVATION T STOREFRONT SECTION @ TRUSS SCALE: 1 - 0 -0" (PNT 1> / PNT -2> ENTRY TRUSS PROVIDE (D LAYER 5 /8" TYPE 'X' GWB TO DECK IF NOT EXISTING -VIF ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS ENTRY TRUSS REFER TO STRUCT (PNT 1) COILING GRILLE GUIDE r ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS STOREFRONT SECTION @ GLASS SCALE 1" - 0 -0" DZ030r37(o DATE 13 DECEMBER 2000 LADD FILE smscm JOB NUMBER 001!2.02.1 dA J - 5 `i' PLOTTED. 12 DEC - 2000 FILE�L��projects�sm scm�cadd�scm_a60l shl EL: 14' -0" EL 12' -0" EL 8' -6" MIN OPNG HEIGHT LMNARCHITECTE 801 SECOND AVENUE SUITE 50 SEATTLE WASHINGTON 9810 206.682.3460 FAX 3 i 3.938. SEATTLE MARINERS TEAM STORE So UT HCEIINTIbR PERMIT ISSUE REVISIONS e mn TITLE INTERIOR ELEVATIONS A601 f. VIE � I�,, y � � fi t, // -- iii 41h mI @. Qu�6 6� 6111 I7� IJM00�1 e... , 6, 19 A802 / ji I 7 Ei D El D \� • TEA ) `N ORE ' • I J � T1 \ r , A I I REFRONT H -r F i Mira \ O.H. BLIOUE VIEW OBLIQUE JRVED WALL VIEW ` —(PNT -4) (PL AM2 EAST ELEVATION '\___, SCALD I/q" - 1' -0" t OBLIQUE -, VIEW 1 T-0" 0 /go / UNFOLDED IA. <PN0 -4 NORTH ELEVATION SCALD I/q" = 1' -0" 1'- ASA 1 ZIP SOUTH ELEVATION SCALD 1 /4" - 1' -0" 802 PNT EXIST GWB - PATCH /PREP AS REOD (PNT 1) -, CASEWORK COAT HOOKS MIRROR W /MAPLE FRAME (VB 1 FITTING ROOM EAST ELEVATION OBLIQUE R viEw OBLIQUE VIEW CURVED WALL 008 SE AT WALL (PLAM1) FREESTANDING COL ON FOREGROUND) MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL TO STRUCT COL GWB REVEAL FULL HGT MIRROR MATED ON DOOR MDE BASE OBLIQUE VIEW T SHIRT DISPLAY- TYP MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL THRU ACT TO STRUCT ABV- REVER TO STRUCT PANTED SIGNAGE BY MARINERS GWB SOFFIT & PILASTER SLATWALL (PLAM2> MDF BASE YE PANTED PLYWD SHELVES ON HEAVY DUTY STANDARDS PNT 1 GWB SLATWALL (PLAM1> PNT EXIST GWB - PATCH /PREP AS READ FEC GWB MDF BASE EXIST BAND (WD 1 EXIST PIER WD -1 AL STO �Tl (PNT 5 2 11 SCALE: ye 1' -0" STOREFRONT ELEVATION T STOREFRONT SECTION @ TRUSS SCALE: 1 - 0 -0" (PNT 1> / PNT -2> ENTRY TRUSS PROVIDE (D LAYER 5 /8" TYPE 'X' GWB TO DECK IF NOT EXISTING -VIF ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS ENTRY TRUSS REFER TO STRUCT (PNT 1) COILING GRILLE GUIDE r ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS STOREFRONT SECTION @ GLASS SCALE 1" - 0 -0" DZ030r37(o DATE 13 DECEMBER 2000 LADD FILE smscm JOB NUMBER 001!2.02.1 dA J - 5 `i' PLOTTED. 12 DEC - 2000 FILE�L��projects�sm scm�cadd�scm_a60l shl EL: 14' -0" EL 12' -0" EL 8' -6" MIN OPNG HEIGHT LMNARCHITECTE 801 SECOND AVENUE SUITE 50 SEATTLE WASHINGTON 9810 206.682.3460 FAX 3 i 3.938. SEATTLE MARINERS TEAM STORE So UT HCEIINTIbR PERMIT ISSUE REVISIONS e mn TITLE INTERIOR ELEVATIONS A601 f. VIE - V I E W - V � / /i , 6, 19 A802 p \� • TEA ) `N ORE ' • I J � T1 \ r , A I I REFRONT O.H. BLIOUE VIEW OBLIQUE JRVED WALL VIEW ` —(PNT -4) (PL AM2 EAST ELEVATION '\___, SCALD I/q" - 1' -0" t OBLIQUE -, VIEW 1 T-0" 0 /go / UNFOLDED IA. <PN0 -4 NORTH ELEVATION SCALD I/q" = 1' -0" 1'- ASA 1 ZIP SOUTH ELEVATION SCALD 1 /4" - 1' -0" 802 PNT EXIST GWB - PATCH /PREP AS REOD (PNT 1) -, CASEWORK COAT HOOKS MIRROR W /MAPLE FRAME (VB 1 FITTING ROOM EAST ELEVATION OBLIQUE R viEw OBLIQUE VIEW CURVED WALL 008 SE AT WALL (PLAM1) FREESTANDING COL ON FOREGROUND) MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL TO STRUCT COL GWB REVEAL FULL HGT MIRROR MATED ON DOOR MDE BASE OBLIQUE VIEW T SHIRT DISPLAY- TYP MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL THRU ACT TO STRUCT ABV- REVER TO STRUCT PANTED SIGNAGE BY MARINERS GWB SOFFIT & PILASTER SLATWALL (PLAM2> MDF BASE YE PANTED PLYWD SHELVES ON HEAVY DUTY STANDARDS PNT 1 GWB SLATWALL (PLAM1> PNT EXIST GWB - PATCH /PREP AS READ FEC GWB MDF BASE EXIST BAND (WD 1 EXIST PIER WD -1 AL STO �Tl (PNT 5 2 11 SCALE: ye 1' -0" STOREFRONT ELEVATION T STOREFRONT SECTION @ TRUSS SCALE: 1 - 0 -0" (PNT 1> / PNT -2> ENTRY TRUSS PROVIDE (D LAYER 5 /8" TYPE 'X' GWB TO DECK IF NOT EXISTING -VIF ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS ENTRY TRUSS REFER TO STRUCT (PNT 1) COILING GRILLE GUIDE r ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS STOREFRONT SECTION @ GLASS SCALE 1" - 0 -0" DZ030r37(o DATE 13 DECEMBER 2000 LADD FILE smscm JOB NUMBER 001!2.02.1 dA J - 5 `i' PLOTTED. 12 DEC - 2000 FILE�L��projects�sm scm�cadd�scm_a60l shl EL: 14' -0" EL 12' -0" EL 8' -6" MIN OPNG HEIGHT LMNARCHITECTE 801 SECOND AVENUE SUITE 50 SEATTLE WASHINGTON 9810 206.682.3460 FAX 3 i 3.938. SEATTLE MARINERS TEAM STORE So UT HCEIINTIbR PERMIT ISSUE REVISIONS e mn TITLE INTERIOR ELEVATIONS A601 f. VIE - V I E W - V � / /i , 6, 19 A802 p \� • TEA ) `N ORE ' • IEUTRAL J � T1 \ r , A I I REFRONT Mira O.H. BLIOUE VIEW OBLIQUE JRVED WALL VIEW ` —(PNT -4) (PL AM2 EAST ELEVATION '\___, SCALD I/q" - 1' -0" t OBLIQUE -, VIEW 1 T-0" 0 /go / UNFOLDED IA. <PN0 -4 NORTH ELEVATION SCALD I/q" = 1' -0" 1'- ASA 1 ZIP SOUTH ELEVATION SCALD 1 /4" - 1' -0" 802 PNT EXIST GWB - PATCH /PREP AS REOD (PNT 1) -, CASEWORK COAT HOOKS MIRROR W /MAPLE FRAME (VB 1 FITTING ROOM EAST ELEVATION OBLIQUE R viEw OBLIQUE VIEW CURVED WALL 008 SE AT WALL (PLAM1) FREESTANDING COL ON FOREGROUND) MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL TO STRUCT COL GWB REVEAL FULL HGT MIRROR MATED ON DOOR MDE BASE OBLIQUE VIEW T SHIRT DISPLAY- TYP MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL THRU ACT TO STRUCT ABV- REVER TO STRUCT PANTED SIGNAGE BY MARINERS GWB SOFFIT & PILASTER SLATWALL (PLAM2> MDF BASE YE PANTED PLYWD SHELVES ON HEAVY DUTY STANDARDS PNT 1 GWB SLATWALL (PLAM1> PNT EXIST GWB - PATCH /PREP AS READ FEC GWB MDF BASE EXIST BAND (WD 1 EXIST PIER WD -1 AL STO �Tl (PNT 5 2 11 SCALE: ye 1' -0" STOREFRONT ELEVATION T STOREFRONT SECTION @ TRUSS SCALE: 1 - 0 -0" (PNT 1> / PNT -2> ENTRY TRUSS PROVIDE (D LAYER 5 /8" TYPE 'X' GWB TO DECK IF NOT EXISTING -VIF ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS ENTRY TRUSS REFER TO STRUCT (PNT 1) COILING GRILLE GUIDE r ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS STOREFRONT SECTION @ GLASS SCALE 1" - 0 -0" DZ030r37(o DATE 13 DECEMBER 2000 LADD FILE smscm JOB NUMBER 001!2.02.1 dA J - 5 `i' PLOTTED. 12 DEC - 2000 FILE�L��projects�sm scm�cadd�scm_a60l shl EL: 14' -0" EL 12' -0" EL 8' -6" MIN OPNG HEIGHT LMNARCHITECTE 801 SECOND AVENUE SUITE 50 SEATTLE WASHINGTON 9810 206.682.3460 FAX 3 i 3.938. SEATTLE MARINERS TEAM STORE So UT HCEIINTIbR PERMIT ISSUE REVISIONS e mn TITLE INTERIOR ELEVATIONS A601 // / 11RRORED /i . ' / .I 7----\ i p \� • TEA ) `N ORE ' • IEUTRAL J � T1 \ r , A I I REFRONT O.H. BLIOUE VIEW OBLIQUE JRVED WALL VIEW ` —(PNT -4) (PL AM2 EAST ELEVATION '\___, SCALD I/q" - 1' -0" t OBLIQUE -, VIEW 1 T-0" 0 /go / UNFOLDED IA. <PN0 -4 NORTH ELEVATION SCALD I/q" = 1' -0" 1'- ASA 1 ZIP SOUTH ELEVATION SCALD 1 /4" - 1' -0" 802 PNT EXIST GWB - PATCH /PREP AS REOD (PNT 1) -, CASEWORK COAT HOOKS MIRROR W /MAPLE FRAME (VB 1 FITTING ROOM EAST ELEVATION OBLIQUE R viEw OBLIQUE VIEW CURVED WALL 008 SE AT WALL (PLAM1) FREESTANDING COL ON FOREGROUND) MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL TO STRUCT COL GWB REVEAL FULL HGT MIRROR MATED ON DOOR MDE BASE OBLIQUE VIEW T SHIRT DISPLAY- TYP MARINERS PROVIDED MONITOR & BRACKET - GC INSTALL THRU ACT TO STRUCT ABV- REVER TO STRUCT PANTED SIGNAGE BY MARINERS GWB SOFFIT & PILASTER SLATWALL (PLAM2> MDF BASE YE PANTED PLYWD SHELVES ON HEAVY DUTY STANDARDS PNT 1 GWB SLATWALL (PLAM1> PNT EXIST GWB - PATCH /PREP AS READ FEC GWB MDF BASE EXIST BAND (WD 1 EXIST PIER WD -1 AL STO �Tl (PNT 5 2 11 SCALE: ye 1' -0" STOREFRONT ELEVATION T STOREFRONT SECTION @ TRUSS SCALE: 1 - 0 -0" (PNT 1> / PNT -2> ENTRY TRUSS PROVIDE (D LAYER 5 /8" TYPE 'X' GWB TO DECK IF NOT EXISTING -VIF ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS ENTRY TRUSS REFER TO STRUCT (PNT 1) COILING GRILLE GUIDE r ILLUMINATED SIGNAGE PROVIDED AND INSTALLED BY MARINERS STOREFRONT SECTION @ GLASS SCALE 1" - 0 -0" DZ030r37(o DATE 13 DECEMBER 2000 LADD FILE smscm JOB NUMBER 001!2.02.1 dA J - 5 `i' PLOTTED. 12 DEC - 2000 FILE�L��projects�sm scm�cadd�scm_a60l shl EL: 14' -0" EL 12' -0" EL 8' -6" MIN OPNG HEIGHT LMNARCHITECTE 801 SECOND AVENUE SUITE 50 SEATTLE WASHINGTON 9810 206.682.3460 FAX 3 i 3.938. SEATTLE MARINERS TEAM STORE So UT HCEIINTIbR PERMIT ISSUE REVISIONS e mn TITLE INTERIOR ELEVATIONS A601 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION �� NO. ALT MNFG LAMP DATA VOLTS RE34ARICS QTY DESCRIPTION TOTAL WATTS e lr®..e arl,am ...v./ pp r-c�a DOWNLIGHT LOCATED APPROX 8' -O" O C. LIGHTOLIER `8039 CLW e8242G FRAMING KIT ARCHITECT APPROVED 2 42 WATT 95 1P0 GENERAL LIGHTING CENTER FIXTURE IN ACT GRID - PNT HOUSING, ATTACHMENT STRAPS, ETC. TO MATCH ACT GRID z 3 PENDANT MT() SINGLE CIRCUIT TRACK, BLK FIN, W/ HIGH TECH PAR TO HEADS AT 3' -0" OC LIGHTOLIER 6000 SERIES, BLACK FINISH, WITH 7680 SERIES STEM KITS AND 8330 HEADS 3' -0" CENTERS HALO OR PRESCOLITE 1 GE 50PAR30/ HIR /FL35 5D 120 DISPLAY WALL AREAS AND PERIMETER WALLS - MOUNT @ 12' - 0" AFF 0 LOW VOLTAGE TWIN RAIL MOUNTED ACCENT LIGHTING WITH INTEGRAL, SURFACE MOUNTED TRANSFORMER, AND MR16 HEADS. SATIN NICKEL FINISH ON TRANSFORMER HOUSING. PROVIDE ROUND AMBERGLASS BACKLIGHT SHIELD. TECH LIGHTING TW- FIVOT -MR16- ROUND AMBER GLASS -CH WITH TW- SRT600 -12 SATIN NICKEL TRANSFORMER XENON LIGHT VOLANCO SERIES 1 GE CONSTANT COLOR S0MR16 -FL40 600 EACH SET 120 ABOVE CASHWRAP- BOTTOM OF FIXTURE @ 8' -0" O RECESSED 2X2 FLUORESCENT TROFFER W /BENT U -TUBE 1 FLUORESCENT LAMPS, ELECTRONIC BALLAST, AND PRISMATIC LENS. REGRESSED ALUM DOOR AND A19 LENS COLUMBIA 5PA22- 232U6G- RAAA19 -C- EB8277 LIGHTOLIER, LITHONIA, OR METALUX 2 31U6 -835 62 277 OFFICE O CHAN HUNG FLUORESCENT STRIP FIXTURE W/ WIREGUARD AND ELECT BALLAST COLUMBIA CS4- 232 - E88277- CSWG4 -CSCH LIGHTOLIER, LITHONIA, OR MEIALUX 2 F32T8/835 62 277 STORAGE ROOM BTM OF FIXTURE @ 10' -0" AFF Lomeen - -� ploodroom no4 I Fbmeeoesoy6m Nsffsot Fvma• W f FoNae Wads Proposed �... eewseoy ceeems s..memene ne.miepee 95.0 1045.0 e...,l e lr®..e arl,am ...v./ pp r-c�a =�= of a� a,a ,, _,,,, �>el>4 r_ r z 3 62.0 62.0 124.0 186.0 srut+a. �e �s sew esn ..,* I sraag. eeme ee a naa:sa� r,* 95.0 190.0 TllPromeed%U Magna eased Total PACs Er We, T6A PmpmedWW. 1545.0 Maximum Allowed Lighting Wattage (prior) oesarP4nn Aru mwYa P e<aa9t m r Amanft (orabxpemneNp Mowed Walls ',fee. R lixaum, Corelel Peeking , 02Wra. Open Parking I , .vole Outdoor Areas vare Mg. My...) ■ 025 WA 01 9 l e. Perin) tMte....Mg exlergr, tloose9bs@e tame. meet ° eF.-otlsme10.0....0.08 TotelA4onea WAls I ON SEPARATE SWITCH IN SMALL STORAGE ATM OF SOFFIT EL 9' -6" AFF BTM OF OPEN ACT GRID EL 12'-0" AFF - NO TILES INSTALLED EXIT SIGN "CLOUD" FILLS VOID BETW ARMS OF STAR IN CARPET PATTERN - REFER TO 2/A201 FOR DIMENSIONS BTM OF "CLOUD' EL 9' -6" AFF BTM OF GWB SOFFIT EL 11 AFF. GC COORD SPRINKLER HEAD LAYOUT FOR REDO COVERAGE AT LOWER - "CLOUD" CLG BTM OF GWB SOFFIT EL 8' - 0" OFF BTM OF GAB SOFFIT EL 9' -6" AFF RCP NOTES 1. UTILIZE DIM AT DET 1/A201 FOR LOCATING CENTER WP 2, FIXTURES W /DIAGONAL SHADING ARE TO BE WIRED TO EMERGENCY POWER SYSTEM 3. REFER TO 1/A802 FOR SEISMIC BRACING REQUIREMENTS 4. ACT GRID SPANS UNITERUPTED BETWEEN DEMISING WALLS MONITOR MC 19 A802 a o 0 s - 0LNr■`� ` ■■ \``1■111 �� - ■��■ ■■ OF OFFIT ■ ■m®• ° 0 I __ ormin111211111111 / INTILEMMIEIRMIERINI ,�■ ®_r �i■CJ \iJ J ■■■ ■!!� ,.- ���,., ■ ®� ®I■ � ��'� ■ ■■ ■te s \illors/11111TREPWILIENAll�1 SIWI ■ ■ ■■ r .® A L , REFLECTED CEILING PLAN SCALD 1/4" - 1' -0" ON SEPARATE SWITCH IN OFFICE CEILING OPEN TO UNDERSIDE OF STRUCT DECK ABV- NO CLNG PNT IN THIS AREA MONITOR - NIC ON SEPARATE SWITCH IN SMALL STORAGE t5d4 Wort ®xyul S Y Code COmpr re FOrn Lighting Summary LTG -SUM Project info Wm. Nam; sse— AFB ntMCrs x_ w x.e ma „. 5a�a. >G solo Apptimm Plow' 1230 eg_34eo Date 12/12/00 Foro.a.s Depadmel Use Project Deslsiption I0 tte,.aadn E7 0 Anent. Compliance Option Q Prime 0 L....me6rmim Q SysNns Aretyvs (See goromece eddiS lobe). line' Pres...8 iPA spaces dearly on plans) Alteration Exceptions (area enemeeMe box) D NCd" _ aebeka rebtef6Sey ❑ Ise daOA tetras aet , esnolbeanincreased Matdamm Allowed Lighting Wattage (Int i Lom.: (floor/morn no.) OccananeyOmmPemn Mrs. Watts nerE — Aname .2_5.0 1_00 87.0 242.0 1.27 0.50 From Tale 15-1 loves) - daomart ex oo bmLTC -IPA AWxedx Area 1325.0 110.5 121.0 Agorae Wale 1556.5 �ghting Wattage (imeaor) oat/ oxecesevewrammus owns. Lamm) Proposed Lighting Wattage (Exterior) Drarmb eseed vonaaavaiWaistcw F�an Teal Proposed worts may not MTptlgbed wSSb Etlelir TotalPrwosEdWal 02,006- 3/(o F9APIFD: 12- DE0'TDO0 F4 F: 1701ckt LMN ARCHITECTS 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 208.682.3460 FAX 343.9388 SEATTLE MARINERS TEAM STORE SOU (I H C E N u E R PERMIT ISSUE REVISIONS NO DATE TITLE REFLECTED CEILING PLAN DESIGNED DRAWN CHECKED MW DEC 1 MW & GC GADD FILE 5mscm ""'"ER 00112.02.i DESORPTION DATE 13 DECEMBER 2000 A701 A80 1 \ OPEN OPEN C SIDE ELEVATION B PLAN 6' -0" CLEAR A FRONT ELEVATION 3 j„ 1 /z" FREESTANDING DISPLAY MAPLE VENEER SLATWALL W/ AL INSERTS 1 X 3" SOLID MAPLE EDGE 1 /Z" OVERHANG TYP MAPLE VENEER PLYWOOD — LOCKING FURNITURE CASTERS, MAPLE VENEER PLYWOOD ON INSIDE END FACES, TYP MAPLE VENEER PLYWOOD -1'/ X 3" SOLID MAPLE EDGE —MAPLE VENEER SLATWALL W/ AL INSERTS 1' / X 3" SOLID MAPLE EDGE — MAPLE VENEER PLYWOOD X OVERHANG TYP MAGNETIC CATCH LATHES - _ „— CONCEALED BLUM HINGES d - - e �LOCKING FURNITURE CASTERS SCALE %2' • 1'-0" b0 d'In 2' - 6" I/4 SPLAY " TEMPERED GLASS DI SHOWCASE LIGHT SLIDING DOORS W /MIRROR FIN ON DISPLAY SIDE HDWD VENEER TOP HDWD VENEER (CURVED) a CASEWORK WING WALL HDWD BASE DRAWER SECT @ DISPLAY CASE— CASHWRAP SCALE: 1" = 1' -0" scm_e21- 602.dgn OBLIQUE VIEW CASHWRAP BACK ELEVATION SCALE 1 12 A801 PARTIAL CASHWRAP PLAN SCALE 1" • 1 -0" scm_e21- b02.dgn © \ scm_e21 602.dgn • SYM ABOUT I CENTERLINE OBLIQUE VIEW SYM ABOUT CENTERLINE 17 A801 CASHWRAP FRONT ELEVATION SCALE 1" • 1'-0" scm_e21- b02.dgn HDWD GALV SHT MET CNTRTOP O - GALV SHT MET ET TYP AT RECESS FACE OPEN BAG SHELF (CU /Z" MAPLE RVED) PANELS PULL -OUT SHELF SECTION @ P.O.S. WELL— CASHWRAP SCALE: 1' - .' -0" scm_ 21 -602 IGUE VIEW YeT1 /2" SOLID MAPLE EDGE HDWD BASE 21 4" BRUSHED STL ADA WIRE PULLS SLIDING DRS & LOCK (MIRROR ON INSIDE) M4 X1 /2 SOLID MAPLE EDGE OPEN BAG SHELF EXPOSED STL FASTENERS W/ FINISHING WASHERS. GALV SHT MTL FACE BASE CABINET W /DOORS /Z' MAPLE PANELS HDWD BASE y'4 X1% SOLID MAPLE EDGE (MTL 1) POS WELL %Z OVERHANG ON FRONT AND SIDES CURVED MAPLE CNTRTOP BEHIND GLASS DISPLAY SOLID MAPLE EDGE TO DISPLAY /4" TEMPERED GLASS TOP TEMPERED GLASS DISPLAY SHOWCASE G.ALV STL COUNTERTOP TL 1 WD 1 EXPOSED TEL FASTENERS W /FINISHING. WASHERS GADD FILE smscm JOB NUMBER 00112.02.1 13 DECEMBER 2000 B PLAN B PLAN A ELEVATION RECESSED DISPLAY SCALE- = 1-0° 4 ' - 3Y'4" ED / . SCRIBE VIF A FRONT ELEVATION CLEAR -0" SCALE= � - 1' -0" T— SHIRT DISPLAY ,EO 1" /4 TEMPERED GLASS DOOR GLASS DOOR LOCK GLASS DOOR HINGE BASE AND DOORS (FLAW) scm_e21- b05.dgn CUT SCRIBES AND INSTALL CASES TO PROVIDE LIGHT -TIGHT SEAM FOR BACK LIGHTING SCRIBE- VIF CONT ALUM CHANNEL % MAPLE PLYWD SIDES 1 /4" CLEAR PLASTIC INSERT- TYP SURFACE MTD ALUM CHANNEL FOR T -SHIRT DISPLAY- MITER CORNERS BOLT THRU PLASTIC scm_e21 b03.dgn OF EO „ EC 1' -Rs/ RECESSED DISPLAY SECTION SCALE 1" = 1' -0" scm_e21- b05.dgn I� 2 3c7 />I' II / T_6" Ye MAPLE PLYWD GWB SCRIBE T— SHIRT DISPLAY SECTION RECESSED CABINET LIGHTS (2) TOTAL % MAPLE PLYWD GLASS DOOR AND GLASS ADJUSTABLE SHELVES (PNT 1) HDWD EDGE MAPLE PLYWD BLK MELANINE INSIDE LOWER CASE ADJUSTABLE SHELF SCRIBE UNDERSIDE OF CLG AS SCHED 34" MAPLE PLYWD' SURFACE MTD ALUM CHANNEL FOR T -SHIRT DISPLAY MITER CORNERS BOLT ONTO PLASTIC I/O CLEAR PLASTIC W /3M SCOTCHCAL TRANSLUSCENT FILM ^3630 - 236 APPLIED ON BACK FACE MAPLE PLYWD CONT ALUM CHANNEL FRONT AND BACK FOR PLASTIC PANEL CONT LIGHT SOURCE TO BACK -LIGHT DISPLAY TYP TOP AND BTM 3/ MAPLE PLYWD ON s/4" MDF BACKING SCALE 1" • 1' -0" scm -e21- 603 -dgn PLOTTED' 12 DEC - 2000 FILE LAProjects \sm scm \cadd'.scm_oBCl.sht LMN ARCHITECTS SEATTLE MARINERS TEAM STORE SSOMTHCCENTl R PERMIT ISSUE REVISIONS DRAWN CHECKED RE SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9388 MW 6 GC TITLE CASEWORK DETAILS A801 _,_.._.._.. CASHWRAP- SIDE , / CASHWRAP- CURVED BACK I SYM ABOUT I CENTERLINE CASHWRAP SIDE r ,� ` / J ;C EO r -1/ Eo a a I o a I �, 1' -1V4' E0: o . A80 1 \ OPEN OPEN C SIDE ELEVATION B PLAN 6' -0" CLEAR A FRONT ELEVATION 3 j„ 1 /z" FREESTANDING DISPLAY MAPLE VENEER SLATWALL W/ AL INSERTS 1 X 3" SOLID MAPLE EDGE 1 /Z" OVERHANG TYP MAPLE VENEER PLYWOOD — LOCKING FURNITURE CASTERS, MAPLE VENEER PLYWOOD ON INSIDE END FACES, TYP MAPLE VENEER PLYWOOD -1'/ X 3" SOLID MAPLE EDGE —MAPLE VENEER SLATWALL W/ AL INSERTS 1' / X 3" SOLID MAPLE EDGE — MAPLE VENEER PLYWOOD X OVERHANG TYP MAGNETIC CATCH LATHES - _ „— CONCEALED BLUM HINGES d - - e �LOCKING FURNITURE CASTERS SCALE %2' • 1'-0" b0 d'In 2' - 6" I/4 SPLAY " TEMPERED GLASS DI SHOWCASE LIGHT SLIDING DOORS W /MIRROR FIN ON DISPLAY SIDE HDWD VENEER TOP HDWD VENEER (CURVED) a CASEWORK WING WALL HDWD BASE DRAWER SECT @ DISPLAY CASE— CASHWRAP SCALE: 1" = 1' -0" scm_e21- 602.dgn OBLIQUE VIEW CASHWRAP BACK ELEVATION SCALE 1 12 A801 PARTIAL CASHWRAP PLAN SCALE 1" • 1 -0" scm_e21- b02.dgn © \ scm_e21 602.dgn • SYM ABOUT I CENTERLINE OBLIQUE VIEW SYM ABOUT CENTERLINE 17 A801 CASHWRAP FRONT ELEVATION SCALE 1" • 1'-0" scm_e21- b02.dgn HDWD GALV SHT MET CNTRTOP O - GALV SHT MET ET TYP AT RECESS FACE OPEN BAG SHELF (CU /Z" MAPLE RVED) PANELS PULL -OUT SHELF SECTION @ P.O.S. WELL— CASHWRAP SCALE: 1' - .' -0" scm_ 21 -602 IGUE VIEW YeT1 /2" SOLID MAPLE EDGE HDWD BASE 21 4" BRUSHED STL ADA WIRE PULLS SLIDING DRS & LOCK (MIRROR ON INSIDE) M4 X1 /2 SOLID MAPLE EDGE OPEN BAG SHELF EXPOSED STL FASTENERS W/ FINISHING WASHERS. GALV SHT MTL FACE BASE CABINET W /DOORS /Z' MAPLE PANELS HDWD BASE y'4 X1% SOLID MAPLE EDGE (MTL 1) POS WELL %Z OVERHANG ON FRONT AND SIDES CURVED MAPLE CNTRTOP BEHIND GLASS DISPLAY SOLID MAPLE EDGE TO DISPLAY /4" TEMPERED GLASS TOP TEMPERED GLASS DISPLAY SHOWCASE G.ALV STL COUNTERTOP TL 1 WD 1 EXPOSED TEL FASTENERS W /FINISHING. WASHERS GADD FILE smscm JOB NUMBER 00112.02.1 13 DECEMBER 2000 B PLAN B PLAN A ELEVATION RECESSED DISPLAY SCALE- = 1-0° 4 ' - 3Y'4" ED / . SCRIBE VIF A FRONT ELEVATION CLEAR -0" SCALE= � - 1' -0" T— SHIRT DISPLAY ,EO 1" /4 TEMPERED GLASS DOOR GLASS DOOR LOCK GLASS DOOR HINGE BASE AND DOORS (FLAW) scm_e21- b05.dgn CUT SCRIBES AND INSTALL CASES TO PROVIDE LIGHT -TIGHT SEAM FOR BACK LIGHTING SCRIBE- VIF CONT ALUM CHANNEL % MAPLE PLYWD SIDES 1 /4" CLEAR PLASTIC INSERT- TYP SURFACE MTD ALUM CHANNEL FOR T -SHIRT DISPLAY- MITER CORNERS BOLT THRU PLASTIC scm_e21 b03.dgn OF EO „ EC 1' -Rs/ RECESSED DISPLAY SECTION SCALE 1" = 1' -0" scm_e21- b05.dgn I� 2 3c7 />I' II / T_6" Ye MAPLE PLYWD GWB SCRIBE T— SHIRT DISPLAY SECTION RECESSED CABINET LIGHTS (2) TOTAL % MAPLE PLYWD GLASS DOOR AND GLASS ADJUSTABLE SHELVES (PNT 1) HDWD EDGE MAPLE PLYWD BLK MELANINE INSIDE LOWER CASE ADJUSTABLE SHELF SCRIBE UNDERSIDE OF CLG AS SCHED 34" MAPLE PLYWD' SURFACE MTD ALUM CHANNEL FOR T -SHIRT DISPLAY MITER CORNERS BOLT ONTO PLASTIC I/O CLEAR PLASTIC W /3M SCOTCHCAL TRANSLUSCENT FILM ^3630 - 236 APPLIED ON BACK FACE MAPLE PLYWD CONT ALUM CHANNEL FRONT AND BACK FOR PLASTIC PANEL CONT LIGHT SOURCE TO BACK -LIGHT DISPLAY TYP TOP AND BTM 3/ MAPLE PLYWD ON s/4" MDF BACKING SCALE 1" • 1' -0" scm -e21- 603 -dgn PLOTTED' 12 DEC - 2000 FILE LAProjects \sm scm \cadd'.scm_oBCl.sht LMN ARCHITECTS SEATTLE MARINERS TEAM STORE SSOMTHCCENTl R PERMIT ISSUE REVISIONS DRAWN CHECKED RE SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9388 MW 6 GC TITLE CASEWORK DETAILS A801 DIAGONAL HANGER WIRES 0 APPROX 45° (TYRA CONNEC T IN TX) STRUCTURE ABA - REFER TO STRUCT- NOTES MAX SPACING FOP SEISMIC e. RACINIC 12LO C' - EL. NF; MAX DISTANCE FROM ANY PARTITION 5 -0" IN SPACES 12'-0" X 12'-0" LESS IN BC TH DIREC,' NS ONLY ONE VERTICAL STRUT REQUIRED INSTALL IN ACCORDANCE WITH U.B.::. STANDARD NO 47 -18 SEISMIC BRACING FOR CEIL GRID SCALE NTS GWB REVEAL SCALD 6" = P -0" -a- 1 B SLATWALL TRANSITION A WALL BASE IN SALES AREA TYP WALL TRANSITIONS SCALD 3" - 1' -0" scm_cl l -c dgn DOOR I r- DOOR FRAME -'�- -. VINYL EDGE GUARD B CARPET TO CERAMIC TILE A CONCRETE TO CARPET EXTEND TUBES TO FIT TIGHT TO CEILING GRID AND STRUCTURE ABOVE THEN INSTALL TWO FASTENERS TO SECURE ONE TUBE TO THE OTHER TUBES SHALL LAP 4" MIN CONNECTION , CLLF STRUCTURE REFER TO STRUCT FLOOR TRANSITIONS SCALD 6" - A-0" HAN PE L C k-: OC'Doc AN RUNNER = NC :F TI_BE IT OJER GE�LIIIG RLINNE =: L!'_SS RUNNER BACKING SUPPORT AS REO'D % TYPE 'X' EBB CONT MTL CHANNEL 5 /6" TYPE 'X' ENT 3/4" TYPE 'X' GWB MTL "A TRIM SLATWALL W/ ALUM INSERTS SLATWALL PNL VV/ALUM INSERTS MDF BASE W/ 1 /2" REVEAL CT METAL EDGE STRIP CONCRETE FLOOR SLAB CARPET scm_c11-c.dgn A802 ALIGN / %/ PARTITION WALL PER SCHEDULE END TRIM AT GWB S _ X 1/2' REVEAL WD JAMB & HEAD DOOR PER SCHEDULE TYP DOOR HEAD AND JAMB SCALE 6" = 1' -0" c12 - a.dgn L 2X2- PROVIDE BACKING IN WALL AS REO'D THIS WALL ONLY 2X6 MC 3" DIA PIPE PL W/ (2) DIA EXPANSION ANCHORS ELEVATION @ FITTING ROOM BENCH 13 "CLOUD" OVER CASHWRAP SCALE y - A -0" scm- e21-b04.dgn 2X6 5/e" RADIUS L 2A2 AS OCCURS WD SCREW THRU PREDRILLED HOLE (3) /2' DIA LAG BOLTS INTO SOLID BLKG IN WALL 3" DIA PIPE IN FOREGROUND SECTION @ FITTING ROOM BENCH SCALE 1% - 1' -0" scm_e21 604.dgn A802 SCALE 3" - 1-0" ENTRY @ NEUTRAL PIER EXIST NEUTRAL PIER BLOCKING /4" PORCELAIN TIL ON VU" MDF TO FORM QUOINS 2 MTL STUDS 4" MTL STUDS MAPLE PLYWD BACKER ROD & SEALANT STOREFRONT SCALE: 3" _ " 0" scm_c11 -c_dgn SOLID HDWD TRIM 5 / TYPE 'X' GWB FRT BLK AS REO'D SLATWALL W/ALUM INSERTS SLATWALL /GWB CORNER COND SCALE 3" = i'-0" sCm_c11 -c.dAD •12 HANGER WIRE •7891- . 4' -0" OC OR AS REO'D DIRECT LOAD CLNG CLIP ACOUSTICAL TILE GRID - NOT TILE CROSS BRACING TO STABILIZE "CLOUD" CLOG DRYWALL FURRING SYSTEM CHANNEL TRIM TEE -BAR CONNECTOR CLIP 5 / TYPE 'X' GWB scn_c32 -f.dgn 2(X00 39C2 STOREFRONT BACKER ROD & SEALANT T GWB it e l FL, MAP PLYWD 4" MTL STUDS e ENTRY NEAR TRUSS SCALE- 3 - P -0" < \ I /4' PORCELAIN TIL ON 1/4' MDF TO FORM QUOINS son_,11 5 /8 TYPE 'X' GWB ON MET STUDS SLATWALL -- W /ALUM INSERTS ON MET STUDS GWB SOFFIT ABV (SHOWN DASHED) SOLID HDWD TRIM SLATWALL/GWB CORNER COND SCALE - 3" = 0 -0" scm_c11 -c.dgn ` I. 1 2%2" 25 GA TRACK [ � I CONNECTED TO CONC SLAB. W / /6DIA X 5 /g" POWER ACTIVATED FASTENERS, (4) MIN - REFER TO STRUCT DWGS FLOOR STRUCT ABOVE 2 X 25 GA BRACE @ 6' - 0" OC MAX 2 X 22 GA TRACK ANCHORED TO CHANNEL SOFFIT @ SOUTH WALL ACOUSTIC TILE GRID - ND TILE MTL CASING BEAD PTN AS SCHED 14 A802 SEISMIC BRACE @ LOADED PART SCALE= 3" - 1' -0" scm_c11 -k.dgn EXIST CONSTRUCTION ACOUSTICAL CLNG GRID - NO TILE EXIST BEAM 5 /e" TYPE 'X' GAB ON 2 MTL STUDS SLATWALL W/ ALUM INSERTS SCALE- 1 " -1' -0" scrn_c11-c.dgn ENTRY JAMB @ ROLLING GRILLE SCALE 3" = P -0" scm-cll -S-dgn jl]nl7nT TO SLATWALL @ PILASTER SCALD 3 = 1' -0" \ \ ./ INTERIOR WALL SECTION SCALE 3" - 1' -0" GWB TS - REFER TO STRUCT 4" MTL STUDS ROLLING GRILLE GUIDE 1/4" PORCELAIN TIL ON /2 MDF TO FORM QUOINS SLATWALL W /ALUM INSERTS DOOR AS SCHED /2' REVEAL WD FRAME AS SCHED ALIGN - TOP BOTH ENDS 5 /q" TYPE 'X' GAB GWB SOFFIT ABV scm_c Il -c.dgn BRACING TO STRUCT ABV- REFER TO 14/A802 ACOUSTIC CLNG GRID - NOT TILE MET "J" TRIM 5 / 8 " GWB ON 21/2 MET STUDS MET TRIM GWB SOFFIT SLATWALL W/ ALUM INSERTS 5 / TYPE 'X' GWB MDF BASE BASE AS SCHED // FIN FLR AS SCHED IT T PI F(TITI PLOTTED' I2- DEC FILE LA projects \sm -scm codd\scm_o802.sh1 LMN ARCHITECTS SEATTLE MARINERS TEAM STORE BOUT HC (ENTER PERMIT ISSUE REVISIONS DESIGNED DRAWN CHECKED 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9588 0nTE BY DESCRIPTION TITLE INTERIOR DETAILS Mw & GC DATE 13 DECEMBER 2000 GADD ,FILE sm5[m JOB NUMBER 00112.02.1 A802 B PARTIAL PLAN A PARTIAL SECTION w w VARIES 1/2 "X FRT WD FURRING TO SHAPE CURVE AT 16" OC MTL STUD HEADER - REFER TO STRUCT % TYPE 'X' GAB - CURVED ACOUSTICAL CLNG GRID NO TIE MTL "J" TRW FRT PLYWD TO FOLLOW CURVE AT TOP AND BOTTOM 1 /2"X FRT AD FURRING BEYOND STUD HEADER - REFER TO STRUCT / FRT PLYWD %" TYPE TOWS- CURVED ARI T SHOWN DASHED SHOWN DASHED SEE PLAN FOR LOCATION SOFFIT OVER T -SHIRT DISPLAY SCALE 1 =1'-0" scm_c32 - 1.dgn D 2DY3% PLOTTED: 12- DEC -2000 FILE: LAproiects\sm -scm \c add:scm_a803.sht DATE I3 DECEMBER 2000 CARD FILE smscm JOB NUMBER 00 02. LMN ARCHITECTS PERMIT ISSUE REVISIONS NO DATE 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 208.6823460 FAA 343.9388 SEATTLE MARINERS TEAM STORE S O U ll, HCEN fl E R FD DESCRIPTION A803 CODE REQUIREMENTS All design and construction shall conform to the requirements of the Uniform Building Code, 1997 Edition, as amended by the City of Tukwila. DESIGN LOADS: In addition to the dead loads, the following loads were used for design: Floors Offices 80 psf LL + 20 psf partition load Corridors, Stairs 100 psf LL SEISMIC LOADS Elements of the structure and nonstructural components: WIND LOADS aR,I, /t +3 h_ IW, 07 C I W / 4 C. I, W: Where a = see ABC Table 16-0 C, = 033 = 1.0 R. = see UBC Table 16-0 h, = element or component attachment elevation h = 29' -0° W, = weight of portion of structure or component Wind design is based on the following: UBC: 5 psf internal wind pressure SUBMITTALS Shop drawings shall be submitted to Be Architect prior to any fabrication or construction for all structural items including the following embedded steel items, structural steel, steel joists, metal grating, and stairs. If the shop drawings differ from or add to the design of the structural drawings, they shall bear the seal and signature of the Washington State Registered Professional Engineer who is responsible for the design. Design drawings, and calculations or shop drawings for the design and fabrication of items that are designed by others, such as steel'joists, premanufactured wood trusses and joists, stairs, skylight framing, and curtain wall, shall bear Be seal and signature of the Washington State Registered Professional Engineer who is responsible for the design, and shall be submitted to the Architect for review prior to fabrication Submitted calculations are fa information only and will not be stamped or returned. INSPECTION, Special inspection, per UBC Sections 1701 and 1703, shall be performed by an approved resting agency for reinforcement placement, cladding, precast erection, console placement, steel fabrication and erection, grading, bolts installed in concrete and welding. SPECIAL CONDITIONS: Contractor shall verify all levels, dimensions, and existing conditions in the field before proceeding. Contractor shall notify the Architect of any discrepancies or field changes prior to installation or fabrication. In case of discrepancies between the existing conditions and the drawings, the Contractor shall obtain direction from the Architect before proceeding. Dimensions noted as plus or minus ( ±) indicate unverified dimensions and are approximate Notify Architect immediately of conflicts or excessive variations from indicated dimensions. Noted dimensions take precedence over scaled dimensions --do not scale drawin s. Contractor shall verify all existing conditions before commencing any demolition Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil excavations, as required, and in a manner suitable to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved design strength. No reinlordng bars in existing construction shall be cut unless directed to by the Architect or as shown on the drawings. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work NONSHRINK GROUT Base plate grout shall be nonshrink type with minimum to = 8000 psi. All other nonshrink grout shall have minimum Fc = 5,000 psi. STEEL REFERENCE SPECIFICATIONS Structural Steel - AISC - Spedfication for Structural Steel for Buildings - 9th Edition High Strength Bolts - Spedfication for Joints using ASTM A -325 or A -490 Bolls, 1988 Edition Welding Welder Certification Steel Joists and Bridging Steel Decking STEEL MATERIALS Structural Steel Structural Steel noted thus (+) Connection material, embedded items channels, angles, base plates, and mist. steel Structural Tubes Sled Rpe Structural Bolls Wood Connection Bolts Anchor Bolls Threaded Rods Welding Electrodes Headed Shear Studs - AWS 01.1 AWS prequalified joint details - American Welding Society (AWS) - Standard Specifications of the Steel Joist Institute - Sled Deck Institute AISI- Specifications for the Design of Cold- Formed Steel Structural Members - ASTM A -572, Grade 50 - ASTM A -36 - ASTM A -36 - ASTM A -500, Grade B - ASTM A -53, Grade B - ASTM A -325 -N - ASTM A -307 - ASTM A -307 - ASTM A -36 - Low Hydrogen, 70 ksi - ASTM A -108 ' STRUCTURAL STEEL Structural steel design, fabrication and erection shall conform to the requirements of Chapter 22 of the Uniform Building Code. All members are to be erected with natural mill camber or induced camber up, unless otherwise noted on the plans Substitution of member sizes or steel grade will not be allowed without prior approval of the Architect. All members of AISL Groups 4 or 5 shapes shall be rolled from fully killed steel. Bolted connections are to be of high strength ASTM A 325 as shown. A minimum of two bolts is required for all beam connections. The minimum weld size shall be 3/16 inch, unless noted otherwise Alternative connections to those shown on these drawings will require prior approval of the Architect. The Contractor shall be responsible for all erection aids and joint preparations that include but are not limited to erection angles, lift holes and other aids, welding procedures, required root openings, root face dimensions, groove angles, backing bars, copes, surface roughness values and unequal parts. STRUCTURAL NOTES STRUCTURAL DRAWINGS WELDING All welding shall be in conformance with AISL and AWS Standards and shall be performed by AWS - certified welders using E7BXX electrodes. Only prequalified welds, as defined by AWS, shall be used. Shop drawings shall show all welding with AWS A24 symbols. Welds shown on the drawings are minimum sizes Increase weld size to AWS minimum sizes based on plate thickness. Minimum weld size shall be 3/16 -inch, unless noted otherwise. The welds shown are for the final connections. Reld weld symbols are shown where field welds are required by the structural design. The Contractor is responsible for determining if a weld should be shop- or field- welded in order to facilitate the structural steel erection. DRILLED CONCRETE ANCHORS: Drilled concrete anchors, including expansion bolls, adhesive anchors, and undercut anchors shall be as specified below a as otherwise shown on the drawings. Use of drilled concrete anchors where not specified in the documents shall be subject to approval by the Architect. EXPANSION BOLTS Expansion bolts shall be IGBO approved and installed per the manufacturer's recommendations. Bolt spacing and embedments shall be as designated on the drawings. Where the required embedment is omitted, the boll shall have sufficient length to provide at least the embedment shown in the following schedule Unless otherwise specified, bolts shall be carbon sled and may be installed without special inspection A current ICBO ReeemO shall be submitted for all expansion bolls to be used Expansion belts in concrete or solid grouted masonry shall be wedge -type anchors of types a a preapproved equal, unless noted otherwise-RN - Crab Boll II and Ramset /Red Head - Tmbolt. Boll Sze 1/2 5/8 3/4' 7 /e° PNwood Minimum Embedment in Cataete or Solid Grouted Masonry (uno) Min Embedment 4' 5' 5112 ADHESIVE ANCHORS Epoxy or adhesive -type anchors shall be installed per the manufacturer's recommendation Unless otherwise noted, the embedment depth shall be as listed below. Special inspection is required for all adhesive anchors. Acceptable adhesives are Hilti -HIT HY 150 or I-WA Systems, Powers Rawl -Power Fast or Chem Stud Systems, Adhesives Technology, Inc - Anchor -IT HS 4200. ICBO te shall be submitted for all adhesive anchor products. Minimum Embedment for Threaded Rods or ' Reber in Concrete with f'c = 4,000 psi Anchor. Tope # rebar Of 3/8° de. Breaded rod #4 reborn or 112° dia threaded rod # rebar or 5/8 dia threaded rod # rebar or 3/4' dia Breaded rod #7 rebar or 7/8° de. threaded rod #8 rebar or 1° dia threaded rod Mn Concrete Thickness 4' 5 1/4° 6 112° 7 114' Min. Embedment 3 1/2° 4 1/2' 6° 7° 9' 9 UNDERCUT ANCHORS: Bearing -type undercut anchors shall be installed per the manufacturer's recommendations. Special inspection is required. Anchor sizes, spacings and depths of embedment shall be as designated on the drawings. Acceptable anchors are Drillco -Maxi Bolts and Hil6 -HUG Undercut Anchor. ICBO Report shall be submitted for all undercut anchors. COLD - FORMED GAGE STEEL FRAMING: Cold- formed steel framing members shall be of We type, shape, size, gage and spacing as shown on Be drawings. Member types and sizes shown on the drawings refer to members as defined by the Metal Stud Manufacturers Association (MSMA). Members equivalent in shape sloe, stiffness and strength by other manufacturers may be substituted fa framing members shown Alternate members shall be subject to review and approval by the Architect and Structural Engineer prior to fabrication and erection. All cold - formed steel framing shall conform to the A1SL °Specification for the Design of Cold- Formed Steel Framing Members! All studs, tracks and joists shall be galvanized Fastenings shall be as shown on the drawings. Fastenings not shown shall be as recommended by Be manufacturer. Metal studs shall be attached to concrete and CMU masonry with Ramset Trakfast Concrete Pins. Use 314° Blade Rns with 50 embedment or approved equal. PLYWOOD: Plywood panels shall conform to the requirements of the latest edition of °U.S. Product Standard PS -1 for Construction and, Industrial Plywood' Each panel shall bear the APA grade trademark of the American Plywood Association. 3/4' 32/16 C -D INT APA with Exterior Glue (CDX) Allowable Unimpeded Capacities in l'4000 psi Conaele Tension Shear 1,000 Its 1,6B0lbs 1270 lbs 5420 lbs 1960 lbs 4280 lbs 2205 lbs 6240 lbs 3,315 lbs 7,110 lbs Allowable' Capacities Tension Shear 1500 lbs 1,r0 lbs 1,875 lbs 1,580 lbs 2,625 lbs 2,300 lbs 3,190 lbs 3,020 lbs 5,620 lbs 7,115 lbs 6565 lbs 7,850 lbs DETAIL GRIM SMOOTH, AB MOIBMED ,i CORNER GROA 4100TH, AT MITERED ) CORNER E /Si TRUSS BASE (1) WT2x6.5 VERTICAL TRUSS LEG GRIND SMOOTH VERTICAL TRUSS MEMBER (WT SECTION) TRUSS DETAIL ACCESS HOLE AT BASE 8 ° 2,8 ° OR AS REO'D ONIARCH DWGS (3)'1/2 ° 0 AB WI 3° EMBEDMENT—, — (2) TRUSS CHORDS F /51 2 1 2x7:1/16 V'rRICAL TRUSS LEG C /S1 V _ll \ I< 1 o PLATE I f PER ARCH DWGS BASE PLATE SEE 21 _ ARCH DWGS 5E6 1 3/16 - V3/4 \ ; TRUSS TOP \ cHDRD —, A® (1) TRUSS TOP CHORD WT2x6.5 NOTE SEE ARCH DRAWINGS FOR DIMENSIONS NOTE: 3/8 =1' -0° 1 1/2 ° =1' -0 A C WEB MEMBERS NOT SHOWN FOR CLARITY. 3 ° =1' -0 WEB MEMBERS BYPASS (NO WELD REO'D) TRUSS BOTTOM CHORD MEMBER (PROVIDE CURVATURE AS REQUIRED BY ARCH DWGS) TRUSS DETAIL TRUSS SECTION 3 3/16 BERT CAL TRUSS MEMBER (ANGLE SECTION) TRUSS DETAIL TRUSS WEB MEMBER -- - SEE ARCH DWGS SEE ARCH SASS TRUSS TOP CHORD — TRUSS WEB MEMBER ID 1/8 "xl" 5/16 V ( GRIND SMOOTH 3/4 MIN 3/16 1/ 1/8 "; 3/4" % 1/8 "i/ 3/4" w�Q NOTE: WEB MEMBERS BYPASS EACH OTHER (SEE ARCH DWGS FOR LOCATION AND SPACING) BOTTOM TRUSS MEMBER P 1/8 "x1" (SEE ARCH. DWGS FOR LOCATION AND SPACING) TRUSS BOTTOM CHORDS 7 2000 39(e ALL WELDS OF 1 /8 "xi" WEB AND BOTTOM MEMBERS TO ANGLES AND WT SECTIONS ARE SIMILAR TO THAT SHOWN IN THIS DETAIL. 1 1/2 " =1' -O" 1 1/2 " =1' - 0" TRUSS BOTTOM CHORD NOTE: WEB MEMBERS NOT SHOWN FOR CLARITY. 3 " =1' -0" LMIN ARCHITECTS Consulting Engineers 1201 Third Avenue. Suite 900 Seattle. Washington 98101 12061 622 -5822 Fax 1206) 622 -813C SEATTLE MARINERS TEAM STORE SO ITKCENTER PERMIT 'ISSUE REVISIONS TITLE GENERAL NOTES DESIGNED DRAWN CHECKED DATE Err DESCRIPTION DATE CADD FILE 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9388 JZ ML JZ JOB NUMBER 100462 S1 IN ASSOCIATION WITH 13 DECEMBER 2000 METAL STUD WALL PER ARCH — - - BOTTOM TRACK -- HEADER BEAM (2) 8" STUDS AND (2) 4' TRACKS SEE E /S2 -.. - -.- ®we�i -,- _ = - - - . - VARIES. S FI LE FOR -:_._ DWGS LOC E BLOCKING KI NG D DEETAILS ARCH SURFACE • — #1D-16 SCREWS ID 12 "0C TYPICAL - _. -3 /a "PLYWOOD _.._. NOTE: APPROVED TIE WIRE HANG POINT _.T. �. — UNISTRUT J -CLIP WIRE (BY OTHERS) - -- _ - -. x UNISTRUT CLIP P2785 ---., i 3" LONG CLEAT WITH (3) #10 -16 SCREWS AT END OF STUD TO FIT -: -� -- SNUGGLY AGAINST ROOF STUD NESTED ABOVE TRUSS TRUSS CHORD (SEE H /S2) n - RAMSET /REDHEAD 1202CF ANGLE CLIP WITH (1) #12 SELF DRILLING -SELF TAPPING - '---- TIE WIRE HUNG ALONG SPAN OF METAL STUD (BY OTHERS) SEE H S2 FOR ALLOWABLE TIE WIRE LOADS. L=----- — — y— STUD WALL /SLAT WALL 1----, BELOW (SEE ARCH TWOS) NOTE: - RETURN WALLS SUPPORTING HEADER BEAM SHALL HAVE A MINIMUM OF TWO ADDED STUDS BELOW END OF BEAM. ®sin - VARIES (SEE ARCH DWG) _ -. _ (2) T 1EA1 1/2" FLATHEAD #12x11/2" SC ®12 "OC - UNISTRUT P1000 CHANNEL SPANNING 6' -0 MAX BETWEEN EXISTING TRUSSES OR BEAMS NOTE: APPROVED TIE WIRE HANG POINT ' RAMSET /REDHEAD 1202CF ANGLE CLIP WITH (1) #12 SELF DRILLING -SELF TAPPING SCREW - � ' —TIE WIRE(BY OTHERS) SCREW NOTE: APPROVED TIE WIRE HANG POINT HEADER BEAM DETAIL 11/2 ° =1 -0" A TIE WIRE DETAIL 3"," B TIE WIRE DETAIL 3° =1• - O' C TIE WIRE DETAIL 3 " =1' -O" D IA GA. STUD OR JOIST 20 GA. TRACK - _ - .... -- - - -- -.._- - - - -- !- -- ---- ... - - - - -- _ -- - - UNISTRUT P5000 BRACES 1T TO ROOF TRUSSES ABOVE PROVIDE 2 BRACES AT EACH END OF DOOR Th.„ •i( 1 L— 1 _ - " METAL STUD WALL PER ARCH OIL— \ \\ '�\ ( METAL STUD way BRACE 0 32 F �,.• f 1 I / METAL STIR BLOCKING ,-(1) BAR 1 /4 - xf A CENTER CT TRUSS ' 3/160 BOLT TRUSS TOP ,.. CHORD T— ! _ S 3/8° T — . 1 --- - -- 1 5/8" ,1 �1 - - - - --- - - J _ GAGE ALLOWABLE WIRE LOAD* ■ 20 50# j I1O�I I ` � UNT�TRUT P5000 CHANNEL WITH (4) 3/16" U -BOLTS TO TOP PORTION OF TRUSS 18 77# 4° - -- I 1� (2) 9 ' .'•', COIL DOOR HOUSING 16 141 14 . 173# r;-1 B N MINIMUM METAL STUD.DIMENSIO S _ F P � J . -. SKIT AT RAF TRUSSES O NOTE *1. THIS IS TOTAL LOAD TO BE PLACED ON ANY ONE METAL STUD. 2. MAXIMUM SPAN OF STUD SHALL BE 6 0 3. ASSUME 3psf FOR CEILING AND LIGHTING LOAD. SCHEDULE FOR LOADS TO TIE WIRES -. 1 z; J -- ' \ � � " BRACE NOTE: 1. THESE ARE MINIMUM MEMBER SIZES FOR BUILT -UP HEADER BEAM. MINIMUM MEMBER SIZE 3 " =1' - O° E UNISTRUT CLAMP - P1386 EACH SIDE �\ 1 WEB MEMBER DETAIL 3 =r -o° F UNISTRUT ADJUSTIB UNISTRUT HINGE CONNECTION P1843 HORIZONTAL MEMBER (2) 3/16 BOLTS �i TO EACH BRACE J_I DETAIL t � COQ COOK RAIL AND £BOAVITY 5uenoor BYMAMFACTiOE r =1-0° G — UNISTRUT i }HORIZONTAL MEMBER r (3) re-16 SCREWS AT EACH SPUD ,I_,, '.. - — // 7 UNISTRUT DIAGONAL KICKER BRACE TO COIL DOOR SEE 0/53 CUT FLANGE AND BEND STUD AS REQUIRED \-- MIETAL STUD KICKER BRACE AT TOP OF METAL STUD WALLS PER ARCH DRAWINGS I UNISTRUT PIPE UNISTRUT DOUBLE l 1111 COUPING P2470 -50 CHANNEL P1001 — ` "----- 1/2"0 ELECTRIC CONDUIT BRACE SEE ARCH DWGS NOTE: SEE ARCH DWGS FOR PIPE CONNECTION _ TO CEILING GRILL. SEISMIC BRACING FOR CEILING GRILL 3 " =1' -0" J DETAIL 3 =f -0" K DETAIL 3 ° =1' —O° L M h D 2 0 0 ..." 3 7 (..Q 31''0 N F Q R LMNI ARCHITECTS REVISIONS TITLE DESIGNED DRAWN CHECKED DATE CADD FILE 801 SECOND AVENUE SUITE 501 SEATTLE WASHINGTON 98104 206.682.3460 FAX 343.9388 Consulting Engineers 1201 Third Avenue. Suite 900 Seattle. Washington 98101 12061 622 -5822 Fax (206) 622 -800 SEATTLE MARINERS TEAM STORE SOUT 10ENT R PERMIT' ISSUE BY DE.RIPTION SECTIONS AND DETAILS JZ ML JZ JOB NUMBER 100462 13 DECEMBER 2000 S2 IN ASSOCIATION WITH