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HomeMy WebLinkAboutPermit D01-313 - SEGALE BUSINESS PARK - CORPORATE OFFICEDO1-313 egale Business rk Corp Office 11 Segale Pk Dr C City of Tukwila �` Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9018 Permit No: 001• -313 Address: 5811 SEGALE PARK DR C Status: ISSUED Suite No: Issued: 10/12/2001 Location: Expires: 04/10/2002 Category: AOFF Type: DEVPERM Zoning: Const Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East:. .0 West: .0 Water: HIGHLINE Sewer: SEPTIC Wetlands: Slopes: N Streams: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: LAPIALP055MZ, OCCUPANT SEGALE BUSINESS PARK CORP OFFICE Phone: 5811 SEGALE PARK. DR C, TUKWILA WA 98188 OWNER ='LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 .PO , BOX 88050, TUKWILA WA 98138 CONTACT STEVE NELSON Phone: 206- 575 -2558 PO BOX 88028, TUKWILA WA 98138 CONTRACTOR LA PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000 F =P.a: BOX 88050, TUKWILA, WA 98138 ** k**** kk* k** k*** * * *kk * * *•k *'k * * ** * *k * * * * **k* Birk *• *** ** ** * ******k * * ** **k * *kk**k****k*• Permit D escription: TENANT IMPROVEMENTS FOR NEW CORPORATE OFFICES. ******* * *•*k* ** * **k* ****'k•k ** *•k * ** ****** k4**** *****• k: k• k• k• k• k •kk**k;+** *k*•k* * *kkk* *:+**k * *` Construction , Valuation: $ 310, 90.0.00 PUBLIC :WORKS PERMITS *(Water Meter Permits Listed Separate) Erig. Appr Curb Cut /Access /Sidewalk /CSS N Fire Loop Hydrant N No Size(in): .00 F1'oo d Control Zone: N Hauling: N Start • Time: Land Altering: N Cut: andscape Irrigation: N Moving Oversized Load: N Start Time 'Sanitary Side Sewer: N No. Sew`er Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Main Extension: N Private: N Public: N k* k****************k*************** k• k**************** * *** * * * * *k*** * *•k * * **k * **** * *k TOTAL DEVELOPMENT PERMIT FEES t 3,593.83 k k***********• k********************** k********• k k***** k ** * * *****k** * *k ** * * * * *k***k** Signature: Print Name: Perini t Center Authorized Signature.:,_ 4. t_z_ _217 End Time: Fi11: End Time: Date /6 /z-2o_/ (206) 431 -3670 Date: /d "4,2 / I: hereby certify that I have read and examined this permit and know the sane to be true and correct. 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • w 6 J U' •00 N W = N LL W 0: J' U. ? • 1 W z � F- 0, H U W I- - • O W • 0 z doc: Conditions ZREPRiti City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049018 Address: 5811 SEGALE PARK DR C TUKW Suite No: Tenant: PERMIT CONDITIONS Permit Number: D01 -313 Status: ISSUED Applied Date: 09/27/2001 Issue Date: 10/12/2001 1: The plans were reviewed by Chief 53. If you have any questions, please call the Tukwila Fire Prevention Bureau at (206)575 -4407. 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 4: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 5: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: 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). 10: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 13: 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. 14: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 15: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 16: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 1 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) D01 -313 Printed: 01 -09 -2002 ....r..;aa . x,:.,. it'; �8i:: c;:+ L% Fil!:li:i/�)i!:�'' ✓ „ck(1%;.ux itistiAtLc i Ft A •.. ., «.t .wn w o doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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) 21: Portable fire extinguishers shall be securely 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 floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 22: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 23: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 25: Maintain fire extinguisher coverage throughout. 26: No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.1) 27: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 28: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 29: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 30: 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) 31: 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 egress. (UBC 1003.2.8.2) 32: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 33: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 34: Exits shall 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) 35: 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 system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) D01 -313 Printed: 01 -09 -2002 Z re 6u 6 JU 0 to w =` J wO g is.. z a Z � HO Z i`. Ill 'Li U �. O N = W O w Z U N. Z doc: Conditions City of Tukwila D01 -313 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not Tess than 1 1/2 hours in case of primary power Toss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 37: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 38: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 39: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 40: 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) 41: 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. 42: 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) 43: 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 has been obtained. (City Ordinance #1900) (UFC 1001.3) 44: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 45: 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)) 46: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 47: 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, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 48: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 49: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 50: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 51: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). Printed: 01 -09 -2002 1.ntiSE .14 viii+ Vak.:..0 t�k'. .Sb iiSUiG+'t�± ':�•iAtt1:I1:. "1'eeINI ;.` " 52: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 53: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 54: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Date: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -313 Printed: 01 -09 -2002 � O, W W ; • J CO IL' W O u_ Q; co a Zd W _.. Z I— 01 Z F W uJ . R, 10 0 IF- tW W` V '; 1.. Z 0 ddress: 5811 SEGALE PARK DR C Suites Tenant: Type:. DEVPERM arcel #: 35230.4 -9018. CITY OF TUKWILA Permit No: D01 -313 Status: ISSUED Applied: 09/27/2001 Issued: 10/12/2001 'A ** * *'k * * * * ** *•k *•k•k **** *******` k**•k .•k.•k•k•k *•k•AA**•k*k* * * * * *A *•k•A•k•k *'kA•Ak Permit Conditions: 1 . No , changes w i l l be made to the plans unless approved by ; and the. Tukwila Building Division. Any new ceiling grid and light fixture installation is required to iiieet lateral bracing requirements for Seismic Zone 3. 1• 'Partition anal is'attached'to;'Ceiling grid must be :laterally braced if-over eight (8) .:feet " ; in length. Any expoSed" insulations backing material shall have :a Flarne, Spread , Rating of 25 or less, and material shall ; : `:bear';identi -` . . ficat i or) showing. the fire performance rating ` thereof. All Onstruction to 'be done in conformance -with ; ;;approved, plariSe requirements of the Uniform Building Code (•1997 -., Edition) as amended, ',Uniform Mechanical Code (1997 . Editio:n.a., and .Was)i i ngton State'Energy Cade ( 1997 Edition Y: Plurbing "''permriits shall be obtained ' through the Seattle -Kin' C, deity`' .Department of Public, Health. ,Plumbing will be npected by that agency, .i nc l ud`i ng all gas piping 1f�a?1 d.i lay 'of Perms t T 'issuance. of a permit or approval tans, specif icat'ions, and%computations shall not: be con rued4 to .be a ; perrnit'; for . an',approval of, any,violat;io ',',,any of the pprav is ions' o F the building code or of any O er �ordinance of the jurisdiction. No ' "permit presuming give authority to violate or cancel the provisions of 'tins co'de, sfta 1 1 be va l i`d . the E Vectri ca91:.'per'r i is shall be obtained through the. Washi ngton 'State! ,�Div of Labor and Industries and.`al 1. electrical wi 1 b e inspected by, that:: agency (248.-6630) . • There .shall 'beno` occupancy of the building(s) unti 1 the final Anspectiin has been completed by the TukWila Building Inspector :. All mechanf;cal work shall be under separate permit issued by the City otTukwi la. .' VENTILATION S—*REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITh1. THE UNIFORM BUILDING CODE AND THE`:WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC.. 12. 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. 3. ***FIRE DEPARTMENT CONDITIONS*** 14. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15. The total number of fire extinguishers required for your establishment is calculated at one extinguisher For each : �w r.; i. r.;? dis rt" x: �a: �31v. 1>'.? �0.nY., 3.... is�.. i+.: ei��: �y, isK1t ,�,:,i�e d? i� :.�;t111.j'aN.;;6'il�.�nn+a`$:e 'i irr,4' c� « \. ' Xi. r• s i: :. rira,Kat„F Y.i., 4i. w fY uI J U: U O U w z` w0 g ¢ : U d • w z 1. I-0 w ~ ' • � O - . w • w: w z U N 0 ' 3000 sq ft of area The extinguisher(s) should be of the "All Purpose" (2( dry chemical type "\Travel distance to any 4,-re extinguisher must be 7 or less. (NFPA 10, 3-1.1) : 16 Portable fire extinguishers shall be securely 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 floor and the clearance ,between the bottom of the extinguisher and the floor shall not be less than 4: inches. • Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pothting the unit. (NFPA 10, 106.3) (UFC ,Standard 10-1) , ' ' . . 'Clear access to fire extinguishers is required at all times, Theytmay be hidden or obstructed. (NFPA 10, . 1-6.5) -.',, - , 19 - Fire eXttgL require monthly and yearly inspections. ,TheY,m6st Yave'a tag or label securely attached that .. r cindtdates the - ,month and year that the inspection*was - performed and shall ident,ify the company or person , _.,: . ner'fOrming the service. (MFPA 10, 43, 4-4 and 4-4.3) '' • Evry ?< years, dry .chemical and halon type fire , • et":1:ngUishers- shall empOed and subjected to the' aiiilidabl,e r:echarge , ,(NFpA lo, 4-4.1) If the '- 4 required monthly and yearly the fire ekXinguisher(s) - are not*abcom01,ished'or the inspection tag': Isdlnol r*)Ytable firdextinguisher service' , cdmpany,,,will be required .to conduct these required surveys.: : (NFPA 10, 4-3-S .47,4) ' ' , .. . , , ' a k • ■ l % . Oantainp're eXtipg0sher cpveragethrOughout. . NApoint Incan unSprinkleredbuilding,may be more than 200 feet frOm'an measured along',the'path of travel. (UBC, 10,04 P . NO VPo int ln a sprinklered bui lding may be more than 250 fe4Cfrom an exit, measured along the path 'of travel. (UBC , • 1004.''..2-.5.2.2) • Exit'ii6ors shall swing in the direction of exit travel when serving any hazardous- area or when serving an occupant load of 50 or M)ore. ,(UBC 1003.5.1.5) • Exit doors shall be openab,le from the inside without the use of a keY' or any special knowledge or effort. Exit doors shall notl)e locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type (UFC 1207.3) • Dead bolts are not allowed on auxillary' 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 egress. (UBC 1003.2.8.2) . When two or more exits from a story are required and when • two or more exits from a room or an area are required, exit • signs shall be illuminated. (UBC 1003.2.8.4) . Internally illumi ated exit signs shall have bath bulbs working at all t )s, (UBC 1003.2.8.4) . Exits shall be t liminated any time the buillring 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 its failure, illumination shall be ,automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other , occupancies where the means of egress system serves an occupant load of 100 or more Such emergency systems shall be installed in accordance with the electrical code. (UBC 100a.9.2) • All exit signs Shall",be,illuminated at all times. To ensure continued tllumination for a duration of not less than 1 1 hours in case of primary power loss, the exit signs shall also be connected to an emergency:electrical systel6irovided from storage batteries, unit'equipment or an oriSite generator set, and the system shall be installed , 'in abeordance with the electrical code. (UBC 100,b MaiWtlan sprinkler coverage per N.F.P.A. 13. .,,,.,, Addition/relocation df walls, - closets or partitions may :,,, ,require relocating 'and/or adding sprinkler heads. , , , ... . SO,OnklerprOtectiOn shalr,be extended to all areas where , • I rmquired, includinE'vall,encrosed obstructions ;4nd under overhangs greater than four feet wide. '(NFPA .. , , . 1-V-4-5 5 ;'-' I Y'' - • 34. All neri,sprinkler systems and all'modifiCations to existin . sprinkler systems, shall have fire department review and apOroval'of.drawings to installation or modification. N e w sprinkler systems and all i s oodifcation to sprinkler p , : , sYs, ems,Anvolving more than 50 heads shall have t re written, approval InOrer of theW c R B Factory Mutual Industrial Risk Kemper or any other :representative designated ,:' ,andi,dr„ recorgntged by the City of Tukwila, prior to subirrIttal to thegukwila Fire Prevention Bureau. No ,sprinkler work shall commence without approved drawings'. , , (City'-Ordinanee;#1901) . All sprinkler system plans, calculations and the , contractdri=Materials and Test Certificates submitted to the Tukwila Fire Prevention must be stamped with the , . i , appropriate level of competency seal. (WAC 212-80) 36. Maintain automatic fire detector coverage per N.F.P.A. 72. , Addition/relocation of malls, 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 has been obtained. (City Ordinance #1900) (UFC 1001.3) 3 . All electrical work and equipment shall conform strictly to •■ ., , • <, :.'. 1:1 *:1' n )A �v4; :r•�a ..;411 :1 : , 414;1. wdr 1 AIL YL fr..x .11fi :?. s �'ASVvf+r laf{:. „�•,ib the standards of The National Electrical Code. (NFPA 70) An aisle to'and "king space shall be provi for each electrical panel' - - An aisle width not less t 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)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) . 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, draft stop partitions and roof . coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or :replaced when damaged, altered, ,brreached, penetrated, removed or improperly instal led:::: (UFC 1 111.1) The maximum f lame spread class of fin ish'materials used on ;,interior wa l i s and "ceiling's ,shall not exceed that set - Forth in Table No. ,8=-B of 'theUn1formBuiiding.Code (UBC 804.1) Your street-; address must be `conspicuous;ly'posted on the buildingnand shall: `be plainly visible and 1,egible from the street y;. Numbers 'shall ;,c6ntrast with'` their background. (UFC 9:0.L 4 4) ;:. , In on der to provide ~ you , with "t lie ,fastest police , and fire, protection under e►nergen conditions, please post your su i.tp, f ocrm or ' number;. 'in a conspicuous place near ther ' main''" entry' door; (UFC :901.4,4) F0- e:; Depar,tment lock boxes'shall: be provided for :. access a'l�' iflre ,alaj m panels and ,4'prinkler...risers. The ppropriate .'- key(s) -for ?' access she'll be placed in the ;o.ckbox Lockb ox �order''forms :must' be obtained from the , ir,l'<wi la Fire • Department. „(City' Ordinance #1900) . Contact the' Tukwi 1a •Fi re•'�Preven`tion 'Bureau to witness .a de Y e qui,,Z0�: inspections' and tests (UFC 10.503) (City ,o rdi nance #1900 °,and #1 90.1) review l imited* to` speculative tenant space only sp may be necessary on det'ail+e, scri pt ion of intended use. Anyti�ove ' r loo`ked7; ; hazardous condition and/Or violation" of the adopted Fire or B u i l d i n g Codes. does not; i inp l y approval of-' sucl tiondition orviolation. The p'1 ans were ,reviewed by Chief 53: ` If; you have any question s, please call ,the Tukwila Fire.Jirevention Bureau at (206)57,5- 4407.. hereby certifythat I have read these conditions and will .comply with :them as outlined, All provisions of law and ord i'nances governing this work will be com pl.i ed with, whether specified herein or not :1'he' granting . of this perm i t •.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. '. i,gnature: cc.�� -� !/ -- Print Name:' ''VC1v /5sp. -- Date: 10 PROPERTY OWNER: 1 hC� ��C�vi I.-L' Phone:No: ( ) Z 5 Z CX'.0 Address: 88 City /S(ate /Zip: CONTRACATOR: :j-c. j)� e„... ��-a 1- L C Phone Tlo: ( ) 5-75.- z, 000 Address : Po Ux , o h City /Slate/Zip: , i&L,,;6 u,t4 cii• /3e WA State Contractor's License No.: L g F r p L. k OCAZ i Expiration Date: 1 / c:5/„. oz_ ARCHITECT: hex , r i t-C ( 1+ c �� Phone No: ( 53)) 4 /60 '$ 3 • Address: 6.72.0 Qc c 30 .cvc City /State /Zip: Aca,A- lug •fi WA State Architect's License No.: �rC /CJ Expira. ion Date: 14 PLAN REVIEW NUMBER DESCRIPTION .. '. Building Permit Fee • AMOUNT.. $ •. - � . # . • ? DATE Address: 90 1 8E3 Plan Check Fee • $ • 1. . BLANKET PERMIT AGREEMENT NO: Building Surcharge .. 4. 0 :. Total v. Signature: / I / _I' i7 / 4./y r `' Organization: l � r �e f c j i nt'. a. , c - G 'tint Name: G � vC I ll /� 0 N Phone No: 2 X. 6 - S v .56 . Address: 90 1 8E3 City /State /Zip •�._i l,�A� ( q lac r.. 09/21/2001 10:53 2065/51662 CITY C. T UKWI LA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA, 98188 Telephone: (206) 431 -3670 Blanket Permit Tenant Improvement Application ALL APPLICATIONS MUST BE FILLED OUT COMPLETELY (Shaded area for Office Uee Only) Site Address: ; -56=9 P&&v -(c ' k j ' Value of Construction: $ 3/0 900. 00 floor � u 1 Suite Number: Assessor Account No.: 35� 364- 50 /Sr Project /Tenant Name: 5 &k Jli; rtrss k - k 'civoro - k 0 P. • (CAS ❑ Interior Demolition ❑ Other: Type of Work: Da' Tenant Improvement Describe work to be done: Ale c4) r Q.0 Will there be rack storage? WIII there be ANY structural work? If "yes ", please describe: Date application accepted: 67...1 Building Type: Cn►icNrerc 4; t1- t building Use (office, warehouse, etc): Nature of Occupancy (printing, manufacturing, etc): ( 6■-) ►�C °a5 ��;�•� -(c - - t'c,.cs r702r1 r��� 11194 -20e -.0 2c; as-7 Square Footage: Entire Building: '312 00.5' Construction Area: /G SA C.) ; Tenant Space: 1 12, Z3S Will there be a change in use? RI No ❑ Yes If "yes ", explain: ❑ No ti3 Yes C -t-1 * # 001 -1/8 Existing Fire Proteotion: [g Sprinklers NI Automatic Fire Alarm ❑ None . ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ No ® Yes 1f "yes ",please explain: (A)A -, -. �\ � t_.ti cl �Jc�r. r 0oc1 •<- t ■ 09 axJ /G S ❑ No s...., +s ® Yes SEGLE BUSINESS PARK PAGE 02 1 hereby cent that 1 have read and examined this application and know the saute to be true and correct, and 1 an authorized under Blanket Permit Agreement No. Q - Ci Z -• PP' 10 apply for and obtain this permit. See reverse side of application for specific platy submittal requirements and information. Date application expires: / ,Z.1 _ OS, 04/24/00 This tenant improvement application may be submitted for non- structural interior construction which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth In the agreement. The work is limited to that shown on the plans as submitted with this application, and such work is limited to non- structural interior construction only, The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. ELECTRICAL - Department of Labor and Industries (248 -6630) PLUMBING/GAS PIPING - King County Health Department (296 -4722) FIRE PROTECTION - City of Tukwila Fire Department (575 -4404) MECHANICAL - City of Tukwila Permit Center (431 -3670) RACK STORAGE - City of Tukwila Permit Center (431 -3670) BUILDING PERMIT APPLICATION 1 Application Submittal - Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plans submittal checklist which follows. Handouts are available at the Permit Center which provide more in -depth detail on preparing the submittal. Authorized Agent - The applicant must be an authorized agent as identified in the Blanket Permit. Fees - The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a fee schedule, contact the Permit Center at 431 -3670. SUBMITTAL CHECKLIST Q Completed Building Permit Application at Attachment #1 - Architects Statement ❑ Three (3) sets of construction drawings, which include: 0 Site, Plan, showing: C'_ Building location on property Cr Adjoining public rights -of -way 0 Parking layout C ; Location of tenant space or area of work within building lJ Overall dimensions of building a Overall dimensions of tenant space, or area or work Cal" Name of each common wall tenant(s) and type of business or occupancy FIopr plan of entire floor or tenant space that the work Is taking place, showing: (� Tenant space layout with use of each room labeled O'AII exit doors, corridors and egress patterns O ' II new walls, existing walls and proposed walls (provide construction key) All other proposed construction El details O Construction key O Cross sections showing wall construction and method of attachment, floor and ceiling O Reflected ceiling plan (if applicable) ErMi cellaneous O 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan ({ checker) Title block on each sheet, identifying: • Project name • Company Job number (if applicable) • Site address 1 Blanket permit agreement number _/ • Architect, address and phone number C Each sheet of plans stamped by a Washington State licensed architect ag Minimum sheet size 18" x 24" O Plans must be drawn to scale and clearly dimensioned Drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable.) [(Permit Fees (plan check fee, building permit fee and state building surcharge) 11/01/99 Blanket Permit Agreement Information GENERAL INFORMATION 1 Is any part of the work proposed under this application Include structural work of affect structural components of the building? Yes 0 No If yes, has the structural work been authorized by the Tukwila Building Official to be included In this application? . 0 Yes 0 No Does the proposed work comply with the requirements of Chapter 10 of the Uniform Building Code (1997 Edition)? City /State /Zip: ?Ac ono 4.jd cjg4/ O Yes Cj No If no, please explain: Ex i 4- '6 c1/4- z4 e,-, — /7; J-j' y i w1 U- luE.P4 -7 a ---k v:. < / Or l7 '�k--s sL t7 c ,•lC/ V t-f ,` C (• \re p- Pc"), 5 e .5 .-1 Vikiell )'t c,. vas Will any special inspections be required per Chapter 17 of the Uniform Building Code (1997 Edition)? Yes 0 No If yes, list specific inspections: tue. /G//''"S As a result of this proposal, does the parking meet the requirements of the Tukwila Zoning Code parking requirements? Yes 0 No If no, please explain deficiency: Architect /Engineer Stamp: Architect /Engineer Signature, Print Name: R, a. �/ 0/_61\-) 5887 REGIST ERE � ARCHITE N, P • 0 RICHARD . OLSON STATE OF WASHINGTON T D Firm Name: �E kl. t„ i.1-c-Ok Business Phone: 2 _ 60 6 Street Address: 6.7z0 c e �s Got- deu�vof City /State /Zip: ?Ac ono 4.jd cjg4/ O PLAN P REVIEW NO.: 01 • PROJECT NAME/ TENANT: , d cs 4-1e- •c, BLANKET PERMIT AGREEMENT NO.: 00-06,9- &Pi/ COMPANY 114-c5 JOB NO,: 00_ c.i;81.~ OS SITE ADDRESS: 5 8// 6c- .ct.. ft' , 4 (1,--t vac. " 09/21/2001 10:53 2065751662 cI rY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, VIVA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement Tenant Improvement Application Attachment 1 - Architects Statement 03/22 /00 Blanket Permit Architect Statement • SEGLE BUSINESS PARK PAGE 03 "X" REQUIRED INSPECTIONS DATE APPROVED INITIALS INSPECT PLANS DATE CORRECTION NOTICE ISSUED DAT X 1. Framing X 2. Insulation X 3. Suspended Ceiling 4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CITY ("= TUKWILA Depart►..ent of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement 11/01/99 Blanket Permit Inspection Card Tenant Improvement Temporary Inspection Card Plan Review No.: J 7 D. al* Blanket Permit Agreement No.: 00 _002_ & Date Issued: 9.27•oi Project Name /Job No.: .� ycc y, j PAD_ r'G ,. \- G g 1 Site Address: 05 S t / P - -k Dv ■('' CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project name and site address ready) CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RISK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. INSPECTIONS 1. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION - After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING - Prior to taping (See UBC Chap. 25 and Table 25G). 5. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit is picked-up by the applicant. Work may not proceed until the City Inspector delivers the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. • Construction will not proceed past required inspections. • The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown on the plans as submitted at time of application. • All corrections shall be made within three (3) days of notification by Building Inspector. • No more than 30 days shall elapse between the last required inspection and the "Building Final." • Unauthorized occupancy and/or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. • The following work is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: Electrical Department of Labor and Industries (248 -6630) Plumbing /Gas Piping King County Health Department (296 -4722) Fire Protection City of Tukwila Fire Department (575 -4404) Mechanical City of Tukwila Permit Center (431 -3670) Rack Storage City of Tukwila Permit Center (431 -3670) THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. N1 lot Wl _ • •.. y ,y y may ,y .y ,{. ... ,y y ,y, ,y, y ,y, yy ,y ,y. ,yy y y y y ,y, .J, ,/� ,y ,y, y ** �17�!� * *!� R 7{ *7� * * * ** *7175 * ** ** * ****7{ * *T ** 7� 7� ** * *7G * 7l R R * * ** 7� * 7{ ** * * *7� y XT: Y.'OF TUKWILA, WA TRANSMIT ** I***.************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** T RANSMIT'': Number: `R0101264 Amount :. 3,593.83 09/27/01 11:05 Payment Method:; CHECK Notation: SEGALE BUSINESS Init.: ' BLH Permit No: .. D01 -313 Type: DEVPERM DEVELOPMENT PERMIT arcel . ` . No :.352304 -9018 S i L e ; ;Address: : . 5811 SEGALE PARK DR C Total Fees: 3,593.83 Th is payment 3,593.83 Total ALL Pmts: 3,593.83 Balance: .00 **,*** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 2,175.35 000/34.830 PLAN CHECK - NONRES 1,413.98 000/386.904 STATE BUILDING SURCHARGE 4.50 69/28 9716 TOTAL : J1 Yi �LwS:y ,A.LI ?rJV�.Li3Y L:Y 1/:.'.. e. 14:11 "144. t u) 9 u `l�i i 'iCui ;it'�' 1:yT'� i� +SiatJiliiG :�t4 Project: • c c.-( 2 e. 4 /-e-- Type of Insp Addres : (/ cee, te 4 16._ ' Date called g .(7.......o 0 Special ins ructions: Date wanted. . . Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • I)c.9/ -3'71 PERMIT NO. (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: • (9,4c 7e, $47.O6KINSPECTIOFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4.0 A41.4t.ZA444 Xt7 s4V ,' 4 ;f. INSPECTION NO. INSPECTION RECO Retain a copy with permit ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981881 Approved per applicable codes. nessonseassmem .,y, "• k .. y4.zu.?�' Special instructions: 164 'G, 042 e/,. Date wanted: 5-310 Requester: Phone: Corrections required prior to,iapproval. • COMMENTS: Inspect $47.00 'EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No: Date: Projects Z Type of Inspe n: Address: 0 : & f Y � ate called: tit Special ins ructions: Date wanted: a.m. Requester: 1�'' /'L_../l i1 Phone: 2e6 - 39A/7 1 /9 i1t;t. 'At,1:4....1v.04. Yii:: bte°'4."ti'.'3ii sSc &tki3ib'2 ` k' is `<i%.::uklF'u!;.1•Sis.'ic�,'�ti; , ta..RF,9i,"•11 }' nw..i:{.,AMteFW�tt .a.. _.. �t�D;k`:P; *t ;il'.4r "tnti ;;; tt:1 .^ INSPECTION NO. INSPECTION RECO Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188' L2F3/3 PERMIT NO. (206)431 -3670 Approved per applicable codes. KCorrections required prior to approval. COMMENTS: �} r p-% f f l .." 4:r. kn. r 0 $47.00 REINSPECT FEE R ' QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 .✓�-s'YJat: Tv , r, M ,`. a�, 4. ta' a*.: i` a: X,. c. iH .v.k,]:kJ:7..:ri::i'6.:.il„c Z r4 2 6 _1 C) U O t CO CI W = J1 u,, W O I. Q fns =d I- W. Z �, W 2 p. O — W W; I- U O . Z ,; H � : 0 Z oject: Inspector: INSPECTION RECO 1�17` Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ��// Typ of Inspect' n: ti ad . -p 196 . called: / C� Date wanted: � / a. �,,,J �( p.m . . Request r: N. ! cep , -(Q - )Y Approved per applicable codes. U Corrections required prior to approval. Date: } —___ 1 0 $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: �teA �.' F�J. if s' r3.. rA? �+ Y�Ca? s.. AW; �«' 7: utkYi' �„ r. S' �7�iiar .ry�,.J..:or,n..V",.JCwx.tY .: .2d.::•...'su.cr.«w.w,._.ae...� 4�* �i woJ___,:E:. • ..i «1z vd, i.,•.e+r Yx:i,tiifrJ .'�'1.w:itiF • Z re JU tD O t �o w = ' wO g i n = a: w Z Z0 w 0 O N 0 I- -, I- V j W Z to ■ O .Z Project: h aj n ,t4 p , , i rg Tye nsect p f Ipion. A./ (.4 4, gr i s t sir& i Or. c, Date calle Special instru ions: Date wanted: Cao 5. 3- 02 p.m. Requester: Phon:ob, 3q I 7 Lig . „ . • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Ins ,s; ft INSPECTION REC Retain a copy with permit Corrections required prior to approval. /71.: —,4 , 0 „»w' c- a 477)- e - le' Date: 0 "7--- .00 RE1NSPECTION E REQUIRED. rior to inspection, fee must be paid 6300 Southcenter Blvd Suite 100. Call to schedule reins ection. Receipt No: Date: , „ • COMMENTS: T o,f n: A- // ! i ` " t / d l& f . p`r're.... ( 7Y cO J / co .t c.t,& OZ 412- e — rt , //c2e-doWirm /t., a2 /? Day,.. n /9 -P frtdVe° 4 '71 Ole, f 1 1.. -7 C ' ,714 'rojec : Eusoess 1 [' T o,f n: A- // ! i ` " t / d l& f . p`r're.... Dleicptik Special inst fictions: Day,.. n Reques7i7 f Phyiko,3 Ito ,)7/ INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 111 Corrections required prior to approval. r 1 � s- . J J A4)G _c Date.: $47.00 REINSPECTI FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. II to schedule reinspection. Receipt No: Date: i: i? ::�Ji ; , iV:4:ifYa u.u:s ' $i5+:e IYi•� jN'R •*Vi M Oh; U .0. N 0'. ww, w= N LL_ w . 0; ¢ J. LL I— III Z � Z 1-, w w U 0 I- w W; L I O w N! 0 H, Project: / A /t/iS . � 1< Type of Inspection j Q 4-n4 / 6 Ad ‹ -A .'S 5 / / _ j r.���� e�"jj ,9 /e r-2 C' Date called: y -- .Z Z a z _ Special instructi�d: Date wanted: 'c/ `Z y _ (a.m) p.m. Requester: 'Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. i.�:ir l : .�..d:.�i::.y ?R..:t..:a`,�74at Atidit Corrections required prior to approval. COMMENTS: 4/9-Aids efv3(6- .s i . / :� ' Date 9 7.00 REINSPECTIONAEE P for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat to schedule reinspection. Receipt No: Date: ` • :.`!...c 1 a1. /(v "A,'Y %b:Y��ii'O.R•'�.e..it 411 i. ` aw:k,J.l(..a.. %Nw .�. ✓.1 f. ` 1-z 6 JU v 0 ' � o 1 . ILI I u w g J � i_ ILI Z1.- 1— 0 Z I— LL! uj 0 0— ❑ 111 W 1- w Z 0r COMMENTS: Ty of Inspection: t� i I r (O( 0 aJ A7" S / 78e ?x 7 4/ ct / (1 Date called: -1--a 1 - 40A Special instructions: Date ate ' og p.m. Requester: • t) 1►'l P B(o ' 0 —1 /4 Li -) a 4 M// /illy' e/sli•s t hDp /11 /Ss/ A7-4. 74A/0 ,3v2.7:5 _ Project: C ivcin t U tnesS Fezrk. Cori. Ty of Inspection: t� i I r (O( Add a s: 5 5 (c,ale, Pic Dr ' Date called: -1--a 1 - 40A Special instructions: Date ate ' og p.m. Requester: • t) 1►'l P B(o ' 0 —1 /4 Li INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. spector: INSPECTION RECO Retain a copy with permit Corrections required prior to approval. Dater,, .3 0��.— .4,�.,�,. 7 )ate e{ 7 SPECTIO FE REQUIRE . Prior to inspection, fee must be paid .00 REINSPECTION Q f p p t 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. eceipt No: Date: �ii��•. 3`.'+'+'% tiUi (Y'•x ". ?ve= �`.�*.io:' ::'{ .....a .... • iF>.+. iY. '.: i' i.7`:` F. ���i 't.Y1i! ;'.i.�lAlVn�i.ic'.;�4i� Y.�.. .. �3lt >r,2,Ar 4 : Z ¢ W . O o (n W CO I_: W • } D. a i_ _, Z �. 1— 0' Z ,- W W 2 a U 0 O N, : 0 I— W W I-- • U ui Z U N, PI z P • : 'ect: I n 1 614,49—#Pik • . .e of lnsp tion: 0 (1 a41/11 r i , ..,., s : ,, , t, ex, 0 11 a e calle : 1 1210.2 Speci I instrud. s: Date wanted: L//3,'. P.m. Requeste C tilt/ ) t • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • (206)431-3670 0 Corrections required prior to approval. COMMENTS: /*(/ Ce.gfrof/% - IPPIP 411 , .00 REINSPECTION REQUIRED. E3 ior to inspection, fee must be paid Rkeeipt No: Date: .Reesa -4,; • , ' , V, ';' ki ■ INSPECTION NO. &al k 41,4' ic SpeciaI instruc Type of Insp Date wanted) Req L.> 2 Jester: • • "VPO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981130 .(06)4313670. : - Approved per applicable code. INSPECTION RECO Retain a copy with permi COMMENTS: /31.6 b PERMIT NO. Inspect r: • r•-•,A./ 6-1-fr Date: \-•• Receipt No: Date: Corrections required prior to approval $47.00 REINSPECTI FEE REQUIRE P( Prior to inspection;fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : • ,„ . ... • • . z re 6 -J c) 0 0 co 0 L1.1 .J u j O . u_ < ° w Z F— Z I- W LU: 2 D w 0 — 01— LU r— II. Z L P % U) = g 0 • • • • ; • • • ' ' .. • • • 'INSPECTIONRECO Retain a col* with permit INSPECTION NO. ' •"'"' . , . CITY OF TUKWILA BUILDING DIVISION• • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 TX -3 PERMIT NO. (206)431-3670 Type. 9f nspection: t - • 6 Date called: Dale;ante • Project: 92r Ad ess: 55; S IC; Special instruction : Requnter: • k trii ApprOved per applicable codes. Corrections required prior to aP COMMENTS: • .$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r*, 4lia-144iiir.g4Wie1143 • . • • •• • :•• ; f t4744 • o ect: O 1. v� )S. ne PI✓ T of Inspection: '� 1 � 1 • • . v • se al9 f (C- Q, Date called: t 0 2, Special instructionS: , . . Date wante • 1 f . _3 Reques er: Pho �1n"' H--( . ei:fRi73:r "uq'.':KL.'R;e:. 1P t<. `.Lro r x�i }.:.Fa^.7� ik�liXi :HtidtCi�4t�s'tY.1i.(�S`d{i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION` 6300 Southcenter Blvd, #100, Tukwila, WA `98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ifrUj i'Vet S 0 g-e 14.„ ;:)-74 . A(41 -- < . ., I1 Date: Inspecto .00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Project:" :.;, Type of Inspection: Addregs:';'i , .:` , �' :r f / vim e Date called: „2- 7- 7 -- �r� Special instructions: Date wanted: —r 7 —Z 2 a.m � Reque er: • . Phone: 1 INSPECTION REC Retaina:copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SoutlicenterBlvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. 7.00 REINSPECT!, N FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. II to schedule reinspection. Receipt No: Date: .x:.06 dz COMMENTS: 2NC�I 2.36 2 (� f c / i , r j r `l1fE sz_s tuwiiifos' .gaig ' avrah`ildca$ Mkti ttairal la:..,Ale€ tExp! tita 4vv , ai3 ?3;ut uNktardr { Project: gala 8-to, Pt j Type of Inspection: rf, w ituvA d) Address: f Secu.. Pk nr.C. Date a d. g-,22-o). . Special instructio : Date wanted: .:2 - 5 -07 a.m Requester t. Phone: INSPECTION RECO Retain a copy with permit ION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. Corrections required prior to approval. j 2--o f3 7,/7 2.7 -??.. 2, 'Z- l (206)431 -3670 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 1:. fa+ ivms. u�: 5: 6. AY;, tiw. i. t. airi. w%:. ts. d+ �.:: i f. �+ i': sy 11. � ,YLYF.R'4 +i'7L�',�s'J'.'.�'i;ti Y.T't.:�dJfi; �.Jb+•�FAibrti; �r `y ,'i.Yin..... ,dh�d <`:1Xai w.'•:ke��l:e�t`.( +,Y:. t- �:i1Ci�+n;CJiuii4: �r �� r' t 7 sii :.4t'k:3rii-,Hktsi� Sts: 4( d'+:w 4'< /t3%n;�,Sa',: '.iX +G�1<.�tFv.Y`W�:^;� �,4��„L�Ic •'. ^. ;;: H+ 6arif,t4 z � J U: U O. co w = `. J w Q J ' to �, = a I- w Z (}- z I ▪ Lu 2 • p' U O Y C3 I- Ww F=— U '. LL o U (.. z • • ject: # f/ �� .b(4 r, / , . P .V , 1l Type of Inspecti c n: - I •1 G ' , . ,1 ,, - r 1 se f , i D te called: 191(....Q Special instructions: Date wanted: `` a.m. Requester hone: ';INSPECTION REC Retain a copy with Pe J SPECTION NO CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 pproved per applIicable :cclers. l�� tna Do —313 PERMIT NO. (206)431 -3670 Li Correction required prior to approval. COMMENTS: ...A J % a f- (7)7112 c)24/ Z,✓ T : 1: _22 as 5 / .333 / .g. 7 1( e23 7 ors (-76 ,a3 9_ ., - 50 _25 .253/ ' 0R 5Gl5g c4Atvedv8 r..�l>zJYJ /7'l,rli�c�/� AI i° /14 2 ector: 1cc Receipt No: Date: / ,$47.1 0 REINSPECTION FE/ REQUIRED. Pri r to inspection, fee must be paid a :300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: r4 2 _i U 'U O. W = N 'L. w 0 }}. ¢; co _° I- W Z 0 lij Mp o� 0H . W W ; Z Ill UN . z ect: '0 .: ;?-)A-- k Type of Inspection: / eAm / b_ds. /tithe) //bOWti Add 1 Date called: Special instructions: ki . .- Date wanted: i A Cairt 2- tk D7 P.m. Requester: 12-6 Phone: 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. El Corrections required prior to approval. COMMENTS: PERMIT NO (206)431-3670 ns ecror: Receipt No: - Vas V .00 REINSPECTION FEE RE5 r ,d6300 Southcenter Blvd., Suite !UIRED. Prior to inspection, fee mult be paid 100. Call to schedule reinspection. Data. 1 ction, fee mu t be paid Date: • ,PLNia0.4,16,-Atialgatite.VO. 4044411..N., 'din +w►`�?TS�'`A�'. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 •i o "ect: �� Ad4 414 Special instruction Type if Inspection;. Date called 4 "15 -' ate wanted. /X Requester • Ph ne: 1.1 n . . Approved per applicable codes. COMMENTS: J ' 1 C9-( ( A )C,c . ," ....r ,. �c�cn,cx5 • • ( I . pect• r: I eceipt No: $47.00 REINSPECTION EE REQUIRED. Prior I p fee m pa d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: / _ ns ection it b i Date: Corrections. required prior` to "approval: • : i�': 1l Mf .�u`�'••i.L�.�L'nt' {�C'"��.u�i Ir �..� a: Z W te aa ? J U U N W =: J 1... w 0, 2 u. Q U d HW Z Z O. uj O— w uj U IL O 111 Z; U N. 0 Project: 5E LF t3lIPAi 0 ! t--.. Ty Hof Inspection: f al M I f 1 C-, Address: 4 8//'Cr c--,n-c4 M. ©ot Date called: i, ,P. - `i — o;? Special instructions: . a cr to t91-- h f., h i Date wanted: 2 - - — 0.2 a.r� P VP' " .3% "/ 7 ` c/ J INSPECTION RECO Retairra copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, . #100, Tukwila, WA 98188 PERMIT NO. COMMENTS: A- A/W 44 S L'l.h / l/r /.7 ' n4c f oL 4 // Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule'reinspection. Receipt No: Date: "16..f 'rI ° E{i�al4 1 i: aF.bli. i+sq.i..o'tF lElq!.tl'i l'1.�5i�it.Aa,'�' sMB'{VV�c'.�'il 6 UO W= N U. w O g J. ui Z° uj U O Ca I_ W tU': = �o , . z ; w U =. z :"i' 'raSr;2�i oject: Type of I spection: 1/1,0 2 12 - 0 )Q Il k oa.td A r s: pk Date called: 117.41402 pecial instruct'6 s: Date wanted: JZ;i62-- a.m. Requester: 6,4H44 Phone. / J ,,{{ 2.614— -59h- 1 - 74 pproved per applicable codes. :44, te.; Svl��� f ; eurdf.:.i.,.:�w'1gl�w,L �a INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , I 4:'. (206)431 -3670 PERMIT NO. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION E REQUIR 1 . Prior to ins•ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: • 1 Z re Li 6 0O CO 0 ; co W W =, J W O J ' IL Q: = � .. W Z 1—‘ Z O U 0 N . = U , . W Z; Z groject: ,-, ,,, )pc/a/e. fiasiners rN Tylle, of Inspedion: I-- ra rnkriCr/7/2 ii4 11 Date I . s _Add F ir . sAak. 14. A. c Special instruct7ons: , Date wa'nfed i i i / 2-:(0/ a.m. . . Requpster: revis--7 — 3% - / 7 4 /V COMMENTS: .. I aim INSPECTION RECORD i % Retain a copy with permit I 1 — 33 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION % , h \ 6300 Southcenter Blvd, #100, Tukwila, WA 981: : Ir, I (206)431-3670 vri ne. • E )4, uA4- (0(6 r roo S Approved per applicable codes. jJCorrections required prior to approval. 4'0 QJ tA )0 mon 04(00 5 Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: mItAktA roject: T e of Inspection: dr s 5 1i dt P . Dr Date c ed: to Zy o) Specia rn #uctions: Date w to Vim: i Requ to : • Phone. ,20 (0 - 3919 - (7 ( 14, pproved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. r O� COMMENTS: Ira IM IV‘ � r, v l' 1 C C',t' '' tv. tociLer" troot4w °I v��k rrgi rn2W Inspect Nan Date: $47.00 REINSPECTION FEE REQUIRED; Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: rti . . i . 1 1 1 . PERMIT NO. (206)431 -3670 Sb 9 4 (I iw'li M .+.;. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. PERMIT NO. (206)431 -3.670 Special instructions: Type of Inspectio : n Date called: (4 /0 Date wanted: c)(rz.../e, ( a.m. Requester: P one: �-? 4 _ ." 17 Corrections required prior to approval. COMMENTS: Thille1e ;- Om /Lb0 fa C O k To on . /AA T - 1/fe Insp tor: 4 .00 REINSPECTION FEE t 6 300 Southcenter Blvd., S Receipt No: Date: EQUIRED. Prio to inspection, fee must be paid ite 100. Call to schedule reinspection. Date: 1 S ,i!i�l.�: a YraNStt?4,.!oi INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .Approved per applicable codes. au.S1nt s_s "4. ! �t #11 Sep cat- frc, Special instruction Type of Inspection: kt/A-/ ,9G Date wanted: Requester: Ph Corrections required prior. to approval: COMMENTS: i s „ r, s7 /,1 --b; ) J 4. 9.a r eu 0 /0 /JJ7 G nspector: / $ REINSPECTION F E REQUIRED. Prio At 6300 Southcenter BIv ., uite 100. Call t ceipt No: Date.. • .• 9 / a,. J /l /irr o inspection, fee must be paid schedule reinspection. Date: �id.;�tjrt'��!w .k�mT`}. Gklw -J j ri�Sttsdll'w lW'.li"�fa:aJr;S'r.� z • w • 6 . JU UO U) 0 W 111, J = 1' U) lu. w o J. LL =; I— W Z0 •2 j' U �' O F-: = W: • '1- • u.O tlw U W •O ~' z • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Project Name cj CAL TUKWILA FIRE DEPARTMENT .FINAL APPROVAL FORM Address C. Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued • ,' A \Ar �--. I Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Date Suite # �c�IC T.F.D. Form F.P. 85 Permit No. ,D2O00 — 1( , 4S f1r90Y) - (91 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 ,,„.. e atv* City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049018 Address: 5811 SEGALE PARK DR C TUKW Suite No: Tenant: PERMIT INSPECTIONS Item: 00700 FRAMING 10/25/2001 By: BR Action: CO Comments: ADDTL COMMS - FRAMING FOR HARD LID CEILINGS IN LOCKER ROOM AND RESTROOMS 11/02/2001 By: BR Action: CO Comments: ADDTL COMMS - FRAMING: ELEVATOR SHAFT WALLS AND CEILING 1ST AND 2ND FLOORS 10/25/2001 By: BR Action: APPR Comments: APPROVED / #4 11/02/2001 By: BR Action: APPR Comments: APPROVED / #5 Item: 00801 WALL INSULATION 10/11/2001 By: JD Action: CO Comments: ADDTL COMMS - PARTIAL INSULATION APPROVAL WEST PERIMETER WALL. SAME AS PREVIOUS FRAMING INSPECTION 10/10/01 DL 10/11/2001 By: JD Action: APPR Comments: APPROVED / #2 Item: 00815 LIGHTING AND CONTROLS Item: 00900 SUSPENDED CEILING Item: 01000 INTERIOR WALLBOARD FASTENING 10/15/2001 By: JD Action: CO Comments: ADDTL COMMS - INTERIOR WALLBOARD E TO C MINUS BATHROOMS AND STAIRWAY 103 (SEE REPORTS 1 & 2). OK TO MUD AND TAPE. 11/02/2001 By: BR Action: CO Comments: ADDTL COMMS - GWB: INSIDE ELEVATOR SHAFT 2ND FLORO WALLS AND CEILINGS MENS AND WOMENS RESTROOMS AND LOCKER ROOMS 10/15/2001 By: JD Action: APPR Comments: APPROVED / #3 11/02/2001 By: BR Action: APPR Comments: APPPROVED / #5 Item: 04000 SPECIAL - CONCRETE Item: 04004 SPECIAL - WELDING Item: 06010 FIRE ALARM Item: 06000 SPRINKLERS Item: 01400 FINAL -FIRE Item: 01700 FINAL - BUILDING Permit Number: D01 -313 Status: ISSUED Applied Date: 09/27/2001 Issue Date: 10/12/2001 ...,..,.., ., ,._ I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances doc: Conditions D01 -313 Printed: 01 -09 -2002 mo w, U ; U0: co 0: A Wi W —I IF- W O } ' u_ Q' H =, z 0: z H- W W' 2 DI U� i0 N. w w; 2 . iui z u' z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Date: doc: Conditions D01 -313 Printed: 01 -09 -2002 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING August 20, 2001 RE: Segale Business Park TI 1904 Third Avenue Suite 256 Seattle WA 98101 PH 206 623 -7255 FAX 206 623 -7403 franklin@wolfenet.com __FILE _C '1( eFs,nr ..) s ._ , nnrnit'1j9 are ENVELOPE SUMMARY .,.; Heated space applies to office space. Vertical Glazing: U =0.60, SC =1.0. Unlabeled glazing - 1/2" space Air, low -e (0.40), fixed, default. Or certified tested assembly per NFRC. Doors (Opaque): Uninsulated metal, U =1.2, default. Other Roof Type 1: R -21 rigid insulation. U= 0.045, default. Other Roof Type 2 (Clerestory): R -30 batt insulation in wood structure, vented. U= 0.034, default. Wall Type 1 (Opaque, Exterior below ceiling): 6" concrete, furred with metal studs, 3 -1/2 ", 24" oc with R -11 batt insulation, U =0.11, calculated. Wall Type 2 (Opaque, Exterior above ceiling): 6" concrete, with R -11 batt insulation stickpinned to concrete, U =0.09, calculated. Wall Type 3 (Opaque, First floor, warehouse): Metal studs, 3 -1/2 ", 24" oc with R-11 batt insulation, U =0.12, default. Wall Type 4 (Opaque, Stair 2, Clerestory): Metal studs, 5 -1/2 ", 24" oc with R -19 batt insulation, U =0.10, default. Wall Type 5 (Opaque, Second Floor, warehouse): Metal studs, 5 -1/2 ", staggered 12" oc with R -19 batt insulation (total wall depth is 12 "), U= 0.049, calculated. Wall Type 6 (Opaque, First floor, Grid E at Lockers): Metal studs, 5 -1/2 ", 24" oc with R -19 batt insulation, plus metal studs, 3 -1/2 ", 24" oc with no insulation, U =0.085, calculated. RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER 3f3 Segale Business Park TI Envelope Summary August 20, 2001 Page 2 Floor Over Type 1 (At Roof soffit): Metal joist, 3 -1/2 ", with R -11 batt insulation. U =0.14, default. Floor Over Type 2 (Over First Floor warehouse): Metal joist, 5 -1/2 ", with R -19 batt insulation. U =0.11, default. Slab on Grade: No Insulation. Please note that these values are minimum insulation for code compliance. Higher insulation values may be installed. Shading Coefficient fia•*) Space Heat Type 0 Electric resistance O All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in me Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 2238.0 — 12792.0 X 100 = 17.5% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Ono Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Project Info Project Address Segal Business Park rx Date 8/16/01 5811 Segale Park Drive c For Building Department Use Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) VerticaUOverhead Glazing Send- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: See Summary Sheet 1997 W `' gton State Nonresidential Energy Code Con nce Form Envelope Summary Climate Zon • 1 ENV -SUM First Edition, June 1998 ❑ New Building ❑ Addition IS Alteration ❑ Change of Use Compliance Option 0 Prescriptive IS Component Performance (See Decision Flowchart (over) for qualifications) 0 ENVSTD 0 Systems Analysis Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC a 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor .s t:Y.tll1l'y.y!, Y.o:Ayi<Y �.✓P:: 1:a ):.w - ..t Ain ..M_ . „ .. Project Address regale Business Park TI Date 8/16/01 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 17.5% Prop. 40 .0% Max.Target Concrete/Masonry Option 0 Yes 0 No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 7:o cn r 'Fr > 0 U= 0.600 Plan ID Exterior U=0.750 Plan ID warehouse U= Plan ID: U= Plan ID: U= Plan ID: • U= Plan ID: U= Plan ID: 0.600 2112.0 1267.2 0.750 126.0 94.5 0.750 2238.0 1678.5 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) 1 III cp v m 0 8 ¢ eirs 0 U= Plan ID: U= Plan ID: U= Plan ID: U= • Plan ID: Glazing % Electric Resist. Other Heating 0-15% 0.80 1,45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13-1 for Conc/Masonry values) w g .0 _ U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0 I Fr o ° o & 0 U = 1.200 Plan ID Uni nsulated Metal U= Plan ID: U= Plan ID: 1.200 42.0 50.4 0.600 42.0 25.2 Electric Resist. Other Heating 0.60 0.60 a ,_ n E 0 a R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 00 w 0 !Y R =21.0 Plan ID Rigid R= 30.0 Plan ID Clerestory R= Plan ID: 0.045 13410.0 603.5 0.034 174.0 5.9 0.050 13584.0 679.2 Electric Resist. Other Heating 0.034 0.050 aca � o. o R R =11.0 Plan ID Furred concrete R =11.0 Plan ID stickpin R =11.0 Plan ID Metal Frame R =19.0 Plan ID stair 2, Clerestory R =19.0 Plan ID staggered studs =19.0 Plan ID Grid E, First Flr R= Plan ID: "Note: sum of Target Areas her should equal 0.110 2134.0 234.7 0.090 2283.0 205.5 0.120 1769.0 212.3 0.100 1549.0 154.9 0.049 2464.0 120.7 0.085 313.0 26.6 Target Opaque Wall Area (see back) 0.140 10512.0 1471.7 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 • . v d ° o 0 3 R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 n c L 6 c c - R =11.0• Plan ID soffit R = 19.0 Plan ID over First Fir R= Plan ID: R= Plan ID: 0.140 588.0 82.3 0.110 3498.0 384.8 0.056 4086.0 228.8 Electric Resist. Other Heating 0.029 0.056 y a I 5 0) a R= Plan ID Uninsulated 0.730 285.0 208.1 0.540 285.0 153.9 R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals For compliance: 1) Proposed Total Area shall eaual Tara 30747.0 3651..3 Totals 30747.0 4237.3 o rea. an r000se o UA shall no excee age o a . 1997 Washington Slate Nonresidential Energy Code Compliance Forms 1994 04 ' ' i gton State Nonresidential Energy Code Com ance Form Envelope UA Calcul. ons Climate Zonel ENV -UA First Edition, June 1998 Layer Description Detail R -value Exterior Moving Air 9 *, ,'•� gig „ P.- s ,, of : x.iis1, 0.17 • Surface A Concrete 6' 0.78 B 3- 24 oc R -11 6.60 • C GWB 518" 0.60 D E • Interior II Still Air . ■ 0.68 Surface • .� . .: '44 ., 1. Total Column 8.73 2. U- value, invert amount in line 1 0.11 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation - Conc w /int insul. 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 frankliru wolfenet.com Layer Description Detail R -value Exterior Moving Air j : -,l r;,�� , 0.17 • Surface Concrete 6" 0.78 • A B Stick -pin insulation R -11 9.90 • C D E Interior 11 � vf ,,�,... • Surface Still Air , � 5 . s:+.�r: a .. , t,.:1 0.68 1. Total Column 11.53 2. U- value, invert amount in line 1 0.09 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation - Conc w /stickpin 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 franklir, wolfenet.com JO . oo ui W W =; J I— ; CO LL: W O ` J, Q in I— _• Z1-: W UJ; D H`'. , Z . U' �— Ot Z: Wi • 0 . Z..; Layer Description Detail R -value Exterior Still Air ' ; y 4 0.68 • Surface A GWB 5/8" 0.50 • B Ste' 6" studs, mtl R -19 18.24 • C GWB 5/8" 0.50 • D E Interior Still Air ` = % 0.68 Surface 1. Total Column 20.60 2. U- value, invert amount in line 1 • 0.049 ,r• 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation 6" metal stud, 12 "oc 1904 Third Avenue Suite 256 Seattle WA 98101 Effective R -value of stud space R1 R -19 batt insul. 19.00 19.00 U1 U =1 /R 0.053 Percent of path x0.70 0.037 U1 + U2 = Total R 0.055 18.24 R2 16.00 0.69 16.69 U2 0.060 x0.30 0.018 PH 206 623 -7255 FAX 206 623 -7403 frankfiric wolfenet.com .> Y. �i.. i :fr1��:.......L...,..�..._�te'. .;t,'. � .. .nJ,�.:Fir�:l.ii. �:! % /�.if..M1' 1�r., ... ' Layer Description Detail R -value Exterior Still Air 0.68 Surface A GWB 5/8" 0.50 • B 5-1/2" mtl, 24 "oc R -19 8.60 • X 24 oc No Insul. 0.85 • C D GWB 5/8" 0.50 • E Interior Still Air ' 0.68 o Surface rF t : _c-'_ 1. Total Column 11.81 2. U- value, invert amount in line 1 0.085 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation • Effective R -value of 3-1/2" stud space R1 3-1/2" air space 0.91 3-1/2" metal stud 0.91 U1 U =1 /R 1.10 Percent of path x0.77 0.85 U1 +U2 =' Total R = 1.18 0.85 R2 0.69 0.69 U2 1.45 x0.23 0.33 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 franklin@wolfenet.com 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING August 20, 2001 1904 Third Avenue I'H 206 623 -7255 S uite 256 FAX 206 623 -7403 Seattle WA 98101 franklin @wolfenet.com ENVELOPE SUMMARY RE: Segale Business Park TI Heated space applies to office space. Vertical Glazing: U =0.60, SC =1.0. Unlabeled glazing - 1/2" space Air, low -e (0.40), fixed, default. Or certified tested assembly per NFRC. Doors (Opaque): Uninsulated metal, U =1.2, default. Other Roof Type 1: R-21 rigid insulation. U= 0.045, default. Other Roof Type 2 (Clerestory): R -30 batt insulation in wood structure, vented. U= 0.034, default. Wall Type 1 (Opaque, Exterior below ceiling): 6" concrete, furred with metal studs, 3 -1/2 ", 24" oc with R -11 batt insulation, U =0.11, calculated. Wall Type 2 (Opaque, Exterior above ceiling): 6" concrete, with R-11 batt insulation stickpinned to concrete, U =0.09, calculated. Wall Type 3 (Opaque, First floor, warehouse): Metal studs, 3 -1/2 ", 24" oc with R -11 batt insulation, U =0.12, default. Wall Type 4 (Opaque, Stair 2, Clerestory): Metal studs, 5 -1/2 ", 24" oc with R-19 batt insulation, U =0.10, default. Wall Type 5 (Opaque, Second Floor, warehouse): Metal studs, 5 -1/2 ", staggered 12" oc with R -19 batt insulation (total wall depth is 12 "), U= 0.049, calculated. Wall Type 6 (Opaque, First floor, Grid E at Lockers): Metal studs, 5 -1/2 ", 24" oc with R -19 batt insulation, plus metal studs, 3 -1/2 ", 24" oc with no insulation, U= 0.085, calculated. Segale Business Park TI Envelope Summary August 20, 2001 Floor Over Type 1 (At Roof soffit): Metal joist, 3 -1/2 ", with R -11 batt insulation. U =0.14, default. Floor Over Type 2 (Over First Floor warehouse): Metal joist, 5 -1/2 ", with R -19 batt insulation. U =0.11, default. Slab on Grade: No Insulation. C = Shading Coefficient Please note that these values are minimum insulation for code compliance. Higher insulation values may be installed. Space Heat Type 0 Electric resistance O All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overtid) divided by Wall Area times 100 equals % Glazing 2238.0 :- 12792.0 X 100 = 17.5% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry O Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Project Info Project Address s egale Business Park TI Date 8/16/01 5811 Sagale Park Drives c For Building Department Use Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: ce Form 1997 War"""`gton State Nonresidential Energy Code Comp" Envelope Summary Climate Zone ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms ❑ New Building ❑ Addition Alteration ['Change of Use Project Description Compliance Option ❑ Prescriptive 151 Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) Vertical/Overhead Glazing Seml- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: See Summary Sheet First Edition, June 1998 Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC Z 9.0 Btu /ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor Project Address segale Business Park TI Date 8/16/01 Space Heat Type 0 Electric resistance QQ All other For Building Department Use Glazing Area as % gross exterior wall area 17.5% Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) m rn r . ni > 0 U= 0.600 Plan ID Exterior U=0.750 Plan ID Warehouse U= Plan ID: U= Plan ID: U= Plan ID: • U= Plan ID: U= Plan ID: 0.600 2112.0 1267.2 0.750 126.0 94.5 0.750 2238.0 1678.5 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) C TO O v a 0 8 ¢ > O U= Plan ID: U= Plan ID: U= Plan ID: U= • Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13-1 for Conc/Masonry values) 4 I8 $ 0 U= Plan ID: U= Plan ID: U= Plan ID: u= Plan ID: 0 a, U a °o O =1.200 Plan ID IIninsulated metal U= Plan ID: U= Plan ID: 1.200 42.0 50.4 0.600 42.0 25.2 Electric Resist. Other Heating 0.60 0.60 n 1 u 3 > s 0 a R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 L o 0 E2 R = 21.0 Plan ID Rigid R= 30.0 Plan ID Clerestory R= Plan ID: 0.045 13410.0 603.5 0.034 174.0 5.9 0.050 13584.0 679.2 Electric Resist. Other Heating 0.034 0.050 • N m = cr a 0 R =11.0 Plan ID Furred Concrete R =11.0 Plan ID stickpin R =11.0 Plan ID metal Frame R =19.0 Plan ID stair 2, Clerestory R =19.0 Plan ID Staggered Studs R =19.0 Plan ID Grid E, First Flr R= Plan ID: **Note: sum of Target Areas her should equal 0.110 2134.0 234.7 0.090 2283.0 205.5 0.120 1769.0 212.3 0.100 1549.0 154.9 0.049 2464.0 120.7 0.085 313.0 26 Target Opaque Wall Area (see back) 0.140 10512.0 1471.7 ** Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stu 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 D o a o O 3 R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 n c L 0 :: c R =11.0 Plan ID soffit R =19.0 Plan ID over First Fir R= Plan ID: R= Plan ID: 0.140 588.0 82.3 0.110 3498.0 384.8 0.056 4086.0 228.8 Electric Resist. Other Heating 0.029 0.056 y `c o E e 0 °' rr R= Plan ID Uninsulated R= Plan ID: R= Plan ID: R= Plan ID: 0. 730 285.0 208.1 0.540 285.0 153.9 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals) 30747.0 For compliance: 3651.3 Totals 30747.0 4237.3 Envelope UA Calcula ons Climate Zonel ENV -UA 1997 Washington State Nonresidential Energy Code Compliance Forms ." 1994 W"igton State Nonresidential Energy Code Compz Form roposed Total Area shall equal Target 1 otarArea, an roposeo 1 ota UA shall not excee 1 a r ge t 1 o u A. First Edition, June 1998 Layer Description Detail R -value Exterior Moving Air 'c•'.:?, "i ' ; •:�,, =.. ,_hs 0.17 • Surface A Concrete 6" 0.78 • 13 24"oc R -11 6.50 • C GWB Sl8" 0.50 D E Interior Still Air .. If43,, -. = „ M 0.68 Surface 1. Total Column 8.73 2. U- value, invert amount in line 1 0.11 f: • 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING 1904 Third Avenue Suite 256 Seattle WA 98101 Wall U -value Calculation - Conc w /int insul. I'H 206 623 -7255 FAX 206 623 -7403 franklin @wolfenet.com Layer Description Detail R -value Exterior Moving Air = l } . 0.17 a Surface A Concrete 6' 0.78 • B Stick -pin insulation R -11 9.90 • C D E Interior Air � x 10 e Surface Still ��r. ... 0.68 1. Total Column 11.53 2. U- value, Invert amount in line 1 0.09 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U- value Calculation - Conc w /stickpin 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 franklir wolfenet.com _JO; UO' N0` { W Z LL Q' = CY I-- L U Z �..: 1- 0 [. Z H; U1 cm, 0 0 . Ett LU liJ O : tu co, .,9' Layer Description Detail R -value Exterior Still Air ;,.,, ..? -4 : -- - „1. - 0.68 • Surface A GWB 5/8" 0.50 • • B Stag. 6" studs, mtl R -19 18.24 C GWB 5/8" 0.50 D E fa interior Still Air �w� : �'% 0.68 Surface n• ...--. 1. Total Column 20.60 2. U- value, invert amount in line 1 0.049 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation ogi) Effective R -value of stud space R1 R -19 batt insul. 19.00 6" metal stud, 12 "oc U1 U =1 /R 0.053 Percent of path x0.70 0.037 U1 +U2= Total R 1904 Third Avenue PH 206 623 -7255 S uite 256 FAX 206 623 -7403 Seattle WA 98101 frankliri wolfenet.com 19.00 0.055 18.24 R2 16.00 • 0.69 16.69 U2 0.060 x0.30 0.018 Layer Description Detail R -value Exterior Still Air ',K ;t - ' 0.68 + Surface GWB 5/8" 0.50 • A B 5-1/2" tl, R -19 8.60 • X 24 " "oc I, No Insul. 0.85 C D GWB 5/8" 0.50 E Interior Still Air ' . ` .,� - 0.68 Surface 1. Total Column 11.81 2. U- value, invert amount in line 1 0.085 • 1 FRANKLIN ENGINEERING MECHANICAL CONSULTING Wall U -value Calculation Effective R -value of 3-1/2" stud space R1 3-1/2" air space 0.91 3-1/2" metal stud U =1 /R Percent of path U1 + U2 =' Total R = U1 1.10 x0.77 0.85 1.18 0.85 • 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 franklin@wolfenet.com U2 1.45 x0.23 0.33 0O ` N w 0 . IL Q o , = Z I— O Z I–;. W i U � UJ I— li- - O W Z` - ` O I-- Z 981 PROJECT SEGALE BUSSINESS PARK TU KWI LA, WA. OFFICE AREA STRUCTURAL CALCULATIONS Building Permit Submittal September 5, 2001 ENW Job No. 99024011 Code: 1997 UBC Wind: ZONE 3 EXP C Seismic Zone: 3 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME 511 1 ICJ DATE q — q - 0) SUBJECT flk I — & sKYL-IGNF SHEET OF BY p ✓�C 17- l i .a 11 h L L 5b?AV ` �,. YS X;. y 6 10 Vikvu 17' PC 'is 270 2,3 m= 9," Z, , - '"` A 11 " Cam 1 -ft) 981 project HB1 L Section Name 5.125x12.0 Beam Width 5.125 in Beam Depth 12.000 in Member Type GluLam Bm Wt. Added to Loads • Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Wood Density 34.000 pcf Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Span= 17.00ft, Beam Width = 5.125in �c Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 1,002.76 psi Fb 2,400.00 psi Center Span... Deflection ...Location ... Length /Defl Dead Load -0.453 in 8.500 ft 450.5 270 :00 #/ft #/ft #/ft Center Span 17.00 ft Left Cantilever ft Right Cantilever ft Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 125.0 psi Fc Allow 270.0 psi E 1,600.0 ksi Depth = 12.in, Ends are Pin - Pin 0.419 : 1 10.3 k-ft 24.6 k -ft 10.28 k -ft 0.00 k -ft 0.00k-ft 0.00k-ft ' 24.60 fv 52.38 psi Fv 125.00 psi at 8.500 ft at 17.000 ft Total Load -0 :453 in 8.500 ft 450.53 LL LL LL Title : Dsgnr: Description : Scope : #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: © Left Right Camber: © Left © Center Right Max Max Reactions... Left DL 2.42 k Right DL 2.42 k Date: Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Job # 3.2 k 7.7 k 2.42 k 2.42 k 0.000 in 0.679 in 0.000 in 2.42 k 2.42 k Total Load 0.000 in 0.0 0.000 in 0.0 Page 1 Bending Analysis Ck 20.940 Rb Cv 1.000 @ Center @ Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 981 project HB1 0.000 Sxx 123.000 in3 Area 61.500 in2 Max Moment 10.28 k -ft • 0.00 k -ft 0.00 k -ft © Left Support 3.22 k 25.771 in2 125.00 psi M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft © Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Sxx Req'd 51.39 in3 0.00 in3 0.00 in3 © Right Support 3.22 k 25.771 in2 125.00 psi 2.42. k Bearing Length Req'd 1.748 in 2.42 k Bearing Length Req'd 1.748 in 1 Moment 0.00 k -ft 0.00 k -ft 0:00 k -ft Title : Dsgnr: Description : Scope : Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi Shear 2.42 k 0.00 k 0:00 k Date: Job # Deflection 0.0000 in 0.0000 in 0.0000 in Page 2 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 JOB NO. JOB NAME 6 ) ° guaf -''"v DATE 9 - `0) SUBJECT U O? ' 504./0// ' SHEET OF BY DIC �..� Rrsl 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 JOB NAME i� 911 Q- DATE q - L1 reo0P Sicial Cyv SHEET OF BY 00 Page' 1 981 project RB1 Steel Section : W12X26 Center Span Left Cant. Right Cant Lu : Urtbraced Length DL LL ST Start Location End Location Shear @ Left Shear @ Right # 1 Actual Moment 21.277 k -ft fb : Bending Stress 7.647 ksi fb / Fb 0.322: 1 Shear fv : Shear Stress fv / Fv Center Defl. -0.285 in Left Cant Defl 0.000 in Right Cant Def 0.000 in ...Query Defl @ 0.000ft Reaction @ Left 4.05 Reaction @ Rt 4.05 Fa calc'd per 1.5 - 1, K* Ur < Cc Depth Width Web Thick Flange Thickness Area 0.360 i 4.05 k 4.05 k 12.220 in 6.490 in 0.230 in 0;380 in 7.65 in2 21.00 ft 0.00 ft 0.00 ft • 0.00 ft #2 4.053 k 1.442 ksi 0.100 : 1 4.05 4.05 -0.285 0.000 0.000 0.000 4.05 4.05 Title Dsgnr: Description : Scope: Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight I roc I -yy S -xx S-yy 0.000 0.000 0.000 0.000 #4 Allowable 66.108 k -ft 23.760 ksi 40.473 k 14.400 ksi -0.285 0.000 0.000 0.000 4.05 4.05 25.98 #/ft 204.00 in4 17.30 in4 33.388 in3 5:3$1 in3 #5 Date: Fy Load Duration Factor 0.000 0.000 0.000 0.000 r -xx r -yy Rt #6 36.00 ksi 1.00 0.000 in 0.000 in 0.000 in 0.000 in Job # # 7 k/ft k/ft ft ft Max. Deflection -0.285 in Length /DL Defl 882.7 : 1 Length /(DL +LL Defl) 882.7 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only A Center Center a Cants (1 Cants Max. M + 21.28 21.28 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft k k k k 5.164 in 1.504 in 1.720 in . • Page 1 981 project RB2 Steel Section : W12X26 Center Span Left Cant Right Cant Lu : Unbraced Length DL LL ST Start toCation End Location Dead Load Live Load Short Term Location Max. M Max. M - Max. M © Left Max. M © Right Shear © Left Shear © Right Center Defi. Left Cant Defl Right Cant Def ...Query Defl # 1 0.090 Shear fv : Shear Stress fv 1 Fv Maximum 10.09 k-ft Reaction © Left 4.70 Reaction © Rt 4.70 Fa calc'd per 1.5 K*Ur < Cc 12.00 ft 0.00 ft 0.00 ft .0.00 ft L #2 #1 # 2 4.000 4.000 2.000 10.000 1 Actual Moment 10.088 k-ft fb : Bending Stress 3.626 kW fb/Fb 0.153 : 1 4.696 k 1.671 ksi 0.116 : 1 Pinned-Pinned Bm Wt. Added to Loads LL .& ST Act Together #3 #3 # 4 #4 Allowable 66.108 k-ft 23/60 ksi 40.473 k 14.400 ksi Title: Dsgnr: Description: Scope : # 5 #5 #6 Date: Job # Fy 36.00ksi Load Duration Factor 1.00 #6 #7 k/ft k/ft k/ft ft ft #7 k k ft Max. Deflection -0.050 in Length/DL Defl 2,900.4 : 1 Length/(DL+LL Defl) 2,900.4 : 1 L 4.70 k 4.70 4.70 k 4.70 -0.050 in -0.050 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 <<- These columns are Dead + Live Load placed as noted .-» DL LL LL+ST LL LL+ST OnIy (a Center Center ( Cants a Cants 10.09 k-ft k-ft k-ft k-ft k 0.000 -0.050 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 4.70 4.70 4.70 4.70 • Z Z 111 ce 2 00 • !S CO u_ u j 0' u. (A a Z F- I- 0; Z IIJ uj 2 D 0 c o. C3 CU I- - lir la X 0 r-: 0 . Z' 0 981 project RB2 Title : Dsgnr: Description : Scope : Depth 12.220 in Weight 25.98 #/ft r -roc 5.164 in Width 6.490 in I -roc. 204.00 in4 r -yy 1.504 in Web Thick 0.230 in I -yy 17.30 in4 Rt 1.720 in Flange Thickness 0.380 in S -xx 33.388 in3 Area 7.65 in2 S-yy 5.331 in3 n ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 JOB NO. JOB NAME SUBJECT SHEET Yn�X BY ll�Y_. Page 1 Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Shear • fv : Shear Stress fv / Fy Shear @ Left 5.79 k 5.79 Shear @ Right 5.79 k 5.79 Center Defl. Left Cant Defl Right Cant Def ...Query Defl Depth ,Width Web Thick Flange Thickness Area 981 project IB1 # 1 0.750 1 -0.152 in 0.0001n 0.000 in 0.000 ft Reaction © Left 5.79 Reaction @ Rt 5.79 Fa calc'd per 1.5 -1, K *L/r < Cc #2 13.740 in 5.000 in 0.230 in 0.335 in 6.49. in2 15.00 ft 0.00 ft 0.00 ft •0.00ft 5.790 k 1.832 ksi 0.127 : 1 5.79 5.79 Title : Dsgnr: Description : Scope: Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36.00ksi Load Duration Factor 1.00 11 #3 Weight 1 -xx I -yy S -xx S - yy- #4 Actual Allowable Moment 21.714 k -ft 57.354 k -ft fb : Bending Stress 8.995 ksi 23.760 ksi fb / Fb 0.379: 1 45.507. k 14.400 ksi «-- These columns are Dead + Live Load placed as noted -» DL • LL LL +ST LL LL +ST Maximum Only a Center a Center (a Cants Cc, Cants Max. M + 21.71 k -ft 21.71 k -ft Max. M - k -ft Max. M © Left k -ft Max. M © Right k -ft -0.152 0.000 -0.152 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.79 5.79 L 22.04 #/ft 199.00 in4 7.00 in4 28.967 in3 2.800 in3 #5 0.000 0.000 0.000 0.000 r - xx r -yy Rt #6 Date: Max. Deflection -0.152 in Length /DL Defl 1,181.3 : 1 Length /(DL +LL Defl) 1,181.3 : 1 k k 0.000 in 0.000 in 0.000 in 0.000 in #7 loft k/ft k/ft ft ft k k Job # 5.537 in 1.039 in 1.250 in ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 DATE 9-1-o) SHEET BY �S- JOB NO. SUBJECT STA it JOB NAME ctrl .0 F►e-g 5 1 1 J _.. a OF ti 3 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB ,NAME " /� oFp 4,E DATE 9-Y-0) SHEET OF BY 71" )C .. Page 1 981 project SB1 Steel Section : TS8X8X1 /4 Center Span Left Cant. • Right Cant Lu : Unbraced Length DL LL ST Start Location End Location #1 0.450 L #1 Dead Load 5.700 Live Load Short Term Location 5.500 1 Actual Moment 22.871 k ft fb : Bending Stress 14.618 ksi fb / Fb 0.530: 1 Shear fv : Shear Stress fv / Fv 11.00 ft 0.00 ft 0.00 ft •0.00 ft #2 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Title : Dsgnr: Description : Scope : #5 Fy 46.00 ksi Load Duration Factor 1.00 #6 Date: Job # #7 k/ft k/ft ft ft ft #2 #3 #4 #5 #6 #7 k k ft 5.467 k 1.367 ksi 0.074 : 1 Allowable 43.182 k -ft 27.600 ksi 36.800 k 18.400 ksi Max. Deflection -0.197 in Length /DL Defl 668.8 : 1 Length /(DL +LL Defl) 668.8 : 1 <<- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only CD. Center @ Center a Cants a Cants Max. M + 22.87 k -ft 22.87 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 5.47 k 5.47 k Shear © Right 5.47 k 5.47 k Center Defl. -0.197 in -0.197 0.000 -0.197 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 5.47 5.47 5.47 k Reaction © Rt 5.47 5.47 5.47 k Fa calc'd per 1.5 -1, K *LIr < Cc W : re 2 0 v� w . W =, u- ' u. ? _.. W . z H: o z ,- D p u W W H V . I Z: U co O ~ 2 981 project SB1 Title : Dsgnr: Description : Scope : Depth 8.000 in Weight 25.78 *ft r -roc Width 8.000 in I -roc 75.10 in4 r -yy Thickness 0.250 in I -yy 75.10 in4 S -roc 18.775 in3 Area 7.59 in2 S -yy 18.775 in3 Date: 3.146 in 3.146 in SUBJECT SY� L ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME (1) of F K' DATE q - y -ui BY 0 7 /6 ti y ), 5 /N T.'S 0,13 I 5 `I I -1 - 2 / 5g= 21 SHEET OF Steel Section : TS12X6X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location Actual Moment 41.290 k -ft fb : Bending Stress 18.899 ksi fb / Fb 0.623: 1 Shear fv : Shear Stress fv / Fv Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl c©D evA) 981 project SB2 # 0.450 6.29 k 9.29 k -0.640 in 0.000 in 0.000 in 0.000 ft #2 Reaction @ Left 6.29 Reaction © Rt 9.29 Fa calc'd per 1.5 -1, K *Ur < Cc 20.00 ft 0.00 ft 0.00 ft •0.00ft 9.288 k 1.548 ksi 0.084 : 1 6.29 9.29 -0.640 0.000 0.000 0. 6.29 9.29 Page 1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Allowable 66.328 k -ft 30.360 ksi 55.200 k 18.400 ksi 0.000 0.000 0,000 0.000 Title : Dsgnr: Description : Scope : #4 -0.640 0.000 0.000 0.000 6.29 9.29 #5 Date: Job # Fy 46.00 ksi Load Duration Factor 1.00 #6 #7 k/ft k/ft k/ft ft ft L #1 #2 #3 #4 #5 #6 #7 6.000 k k k 15.000 ft Max. Deflection -0.640 in Length /DL Defl 375.0 : 1 Length /(DL +LL Defl) 375.0 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only 0 Center 0 Center 4 Cants 01 Cants Max. M + 41.29 k -ft 41.29 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M © Right k -ft 0.000 0.000 0,000 0.000 k k 0.000 in 0.000 in 0.000 in 0.000 in k k ........ »::;; a,. *rir.M: �iw: v�A*. Yri�', Si: i :kYn +aN•..s�.n:str+m-.na...•.,; 981 project SB2, Title : Dsgnr: Description : Scope : Depth 12.000 in Weight 28.81 #/ft r --0c Width 6.000 in I -roc 157.30 in4 r -yy Thickness 0.250 in I -yy 54.15 in4 S -)c< 26.217 in3 Area 8.48 in2 S-yy 18.050 in3 Date: 4.306 in 2.527 in 981 PROJECT SEGALE BUSSINESS PARK TUKWILA, WA. OFFICE AREA STRUCTURAL CALCULATIONS Building Permit Submittal September 5, 2001 ENW Job No. 99024011 Code: 1997 UBC Wind: ZONE 3 EXP C Seismic Zone: 3 DARES 7/7t:. / 01. ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NO. JOB NAME 511 0 1-0-3 Ear SUBJECT I16N POOP & 501-) 44.1 f o36 Z5 5 1 1- 643 ri 0 ,73 H 1 5 YA "" 17 bt) z L./SA 2 70 DATE SHEET OF BY (0Y- Page 1 11 981 project HB1 I Section Name 5.125x12.0 Beam Width 5.125 In Beam Depth 12.000 in Member Type GluLam Bm Wt. Added to Loads . Load Dur. Factor Beam End Fixity Wood Density Uniform Loads Over Full Span Center DL 270.00 #/ft LL Left Cantilever DL #/ft LL Right Cantilever DL #/ft LL Center Span... Deflection ...Location ... Length /Defl 1.000 Pin -Pin 34.000 pcf Dead Load -0.453 in 8.500 ft 450.5 Total Load -0.453 in 8.500 ft 450.53 Title : Dsgnr: Description : Scope : 17.00 ft ft ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 125.0 psi Fc Allow 270.0 psi E 1,600.0 ksi #/ ft #/ft #!ft Lu Lu Lu Date: Dead Load 0.000 in 0.0 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection 0.000 in ...Length /Defl 0.0 0.00 ft 0.00 ft 0.00 ft Job # Span= 17.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.419 : 1 Maximum Moment 10.3 k -ft Maximum Shear* 1.5 3.2 k Allowable 24.6 k -ft Allowable 7.7 k Max. Positive Moment 10.28 k -ft at 8.500 ft Shear: @ Left 2.42 k Max. Negative Moment 0.00 k -ft at 17.000 ft © Right 2.42 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft ' © Center 0.679 in Max. M allow 24.60 Reactions... @ Right 0.000 in fb 1,002.76 psi N 52.38 psi Left DL 2.42 k Max 2.42 k Fb 2,400.00 psi Fv 125.00 psi Right DL 2.42 k Max 2.42 k Total Load 0.000 in 0.0 0.000 in 0.0 Bending Analysis Ck 20.940 Rb Cv 1.000 @ Center © Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 981 project HB1 Max Moment 10.28 k -ft • 0.00 k -ft 0.00 k -ft Left Support 3.22 k 25.771 in2 125.00 psi 2.42 k M, V, & D @ Specified Locations © Center Span Location = 0.00 ft © Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Title : Dsgnr: Description : Scope: Sxx Redd 51.39 in3 0.00 in3 0.00 in3 © Right Support 3.22 k 25.771 in2 125.00 psi Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00kft too) Date: Job # 1 0.000 Sxx 123.000 in3 Area 61.500 in2 Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 2.42 k Bearing Length Req'd 1.748 in 1.748 in Shear 2.42 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME "1 (J) 67g03- DATE 9 SHEET OF BY Of SUBJECT U? e Soi -i61 w9L 5 • 5 get P i ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX At (206)522 -6698 91 V T Q-I BY OCL t DATE q'-'4- SHEET OF • t :r; L Page 1 II Steel Section : W12X26 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Max. M + Max. M - Max. M @ Left Max. M @ Right L Center Defl. Left Cant Defl Right Cant Def ...Query Defl c©D Depth Width Web Thick Flange Thickness Area 981 project RB1 # 1 0.360 1 Actual Moment 21.277 k -ft fb : Bending Stress 7.647 ksi fb / Fb 0.322: 1 Shear fv : Shear Stress fv / Fy Maximum 21.28 k -ft Shear @ Left 4.05 k 4.05 Shear © Right 4.05 k 4.05 -0.285 in 0.000 in 0.000 in 0.000 ft Reaction © Left 4.05 Reaction © Rt 4.05 Fa calc'd per 1.5 -1, K *Ur < Cc #2 12.220 in 6.490 in 0.230 in 0.380 in 7.65 in2 21.00 ft 0.00 ft 0.00 ft .0.00 ft 4.053 k 1.442 ksi 0.100 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL Only Cad Center a Center a Cants 21.28 -0.285 0.000 -0.285 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.05 4.05 Title : Dsgnr: Description : Scope: Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight I -xx l S -o S -yy #4 Allowable 66.108 k -ft 23.760 ksi 40.473 k 14.400 ksi 4.05 4.05 25.98 #/ft 204.00 in4 17.30 in4 33.388 in3 5.331 Ina #5 Fy 36.O0ksi Load Duration Factor 1.00 Max. Deflection -0.285 in Length /DL Defl 882.7: 1 Length /(DL +LL Defl) 882.7: 1 0.000 0.000 0.000 0.000 r -xx r -yy Rt #6 Date: #7 k/ft k/ft k/ft ft ft LL +ST Cad Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Job # 5.164 in 1.504 in 1.720 in t�. Page 1 II Steel Section : W12X26 Center Span 12.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length . 0.00 ft DL LL ST Start Location End Location Dead Load Live Load Short Term Location Max. M+ Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear © Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ 981 project RB2 # # • 0.090 Shear fv : Shear Stress fv / Fv r #2 #2 4.000 4.000 2.000 10.000 1 Actual Moment 10.088 k ft fb : Bending Stress 3.626 k'si fb / Fb 0.153: 1 Maximum 10.09 k -ft 4.70 k 4.70 k -0.050 in 0.000 in 0.000 in 0.000 ft Reaction © Left 4.70 Reaction @ Rt 4.70 Fa calc'd per 1.5 -1, K *Ur < Cc 4.696 k 1.671 ksi 0.116 : 1 4.70 4.70 -0.050 0.000 0.000 0.000 4.70 4.70 Title : Dsgnr: Description : Scope: Pinned - Pinned Bm Wt. Added to Loads LL.& ST Act Together #3 #3 #4 #4 Allowable 66.108 k -ft 23.760 ksi 40.473 k 14.400 ksi 0.000 0.000 0.000 0.000 -0.050 0.000 0.000 0.000 4.70 4.70 #5 #5 Fy Load Duration Factor 0.000 0.000 0.000 0.000 #6 #6 Date: Job # 36.00 ksi 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft Max. Deflection -0.050 in Length /DL Defl 2,900.4 : 1 Length /(DL +LL Defl) 2,900.4: 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL Only 0 Center 0 Center 0 Cants 10.09 LL +ST 0 Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k •„•:::.:•• ! 981 project RB2 Title : Dsgnr: Description : Scope : Date: . Depth 12.220 in Weight 25.98 Mt 5.164 in 1.504 in 1.720 in Width • 6.490 in I -got 204.00 in4 r -yy ; V Web Thick 0.230 in I -yy 17.30 in4 Rt U ' Flange Thickness 0.380 in S ->o( 33.388 in3 3 N w Area 7.65 in2 S -yy 5.331 in3 W =.; • . • :u10,1,' it J • .:`tn i •Z F-: i..-.:6,.,•• W W :0.p3 U, W w t � , O . Z.. U N' • F—Tr• ENGINEERS NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. -, SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME 1 Q F/ DATE / " -.°) SUBJECT SHEET BY A Steel Section : W14X22 Center Span 15.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length • 0.00 ft DL LL ST Start Location End Location Center Defl. Left Cant Defl Right Cant Def ...Query Defl Depth Width Web Thick Flange Thickness Area 981 project IB1 # 1 0.750 #2 Actual Moment 21.714 k -ft ft) : Bending Stress 8.995 ksi fb / Fb 0.379: 1 Shear . fv : Shear Stress fv I Fv Shear @ Left 5.79 k 5.79 Shear @ Right 5.79 k 5.79 -0.152 in 0.000 in 0.000 in 0.000 ft Reaction @ Left 5.79 Reaction © Rt 5.79 Fa calc'd per 1.5 -1, K "Ur < Cc 13.740 in 5.000 in 0.230 in 0.335 in 6.49 in2 5.790 k 1.832 ksi 0.127:1 5.79 5.79 #3 Weight I -xx l -yy S -xx S -yy- #4 Allowable 57.354 k -ft 23.760 ksi 4 k 14.400 ksi Title : Dsgnr: Description : Scope : Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 5.79 5.79 22.04 #/ft 199.00 in4 7.00 in4 28.967 in3 2.800 in3 #5 r ->o< r -yy Rt #6 Date: Job # Page 1 II Fy 36.00 ksi Load Duration Factor 1.00 #7 k/ft k/ft k/ft ft ft Max. Deflection -0.152 in Length /DL Defl 1,181.3: 1 Length /(DL +LL Defl) 1,181.3: 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only © Center g Center @ Cants 0. Cants Max. M + 21.71 k -ft 21.71 k -ft Max. M - k -ft Max. M @ Left k ft Max. M © Right k -ft k k -0.152 0.000 -0.152 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in k k 5.537 in 1.039 in 1.250 in r[ W UO N 0 '. W= U. W Q' LL j H _ . Z Z Off• • 0 O • N; 0 1- W W X U. 1 6 • _' O 1- : Z JOB NO. JOB NAME SUBJECT STA Ir. ENGINEERS - NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115- (206)525-7560 - FAX # (206)522-6698 617 opnzt DATE SHEET OF BY s } i 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 JOB NO. JOB NAME SUBJECT BY 30)c S.SX 5.7 DATE 9-Y`O) Page 1 Steel Section : TS8X8X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location # #1 0.450 5.700 5.500 Shear fv : Shear Stress fv / Fv 981 project SB1 11.00 ft 0.00 ft 0.00 ft .0.00 ft #2 #2 Actual Moment 22.871 k -ft fb : Bending Stress 14.618 k'si fb / Fb 0.530: 1 5.467 k 1.367 ksi 0.074: 1 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 #4 #4 Allowable 43.182 k -ft 27.600 ksi 36.800 k 18.400 ksi Title : Dsgnr: Description : Scope: #5 #5 Fy 46.00ksi Load Duration Factor 1.00 #6 #7 k/ft k/ft k/ft ft ft #6 Date: Job # # 7 k k k if Max. Deflection -0.197 in Length /DL Defl 668.8: 1 Length /(DL +LL Defl) 668.8: 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only 5 Center Ca. Center Cl, Cants to'�. Cants Max. M + 22.87 k -ft 22.87 k -ft Max. M - k -ft Max. M © Left k -ft Max. M © Right k -ft Shear @ Left 5.47 k 5.47 k Shear © Right 5.47 k 5.47 k Center Defl. -0.197111 -0.197 0.000 -0.197 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.47 5.47 5.47 k Reaction @ Rt 5.47 5.47 5.47 k Fa calc'd per 1.5 -1, K *L/r < Cc 981 project SB1 Title : Dsgnr: Description : Scope : Depth 8.000 in Weight 25.78 #/ft r -roc 3.146 in Width 8.000 in I -roc 75.10 in4 r -yy 3.146 in Thickness 0.250 in I -yy 75.10 in4 S -aoc 18.775 in3 Area 7.59 in2 S -yy 18.775 in3 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME 1 i OFF/ - . DATE q T -1-i SUBJECT STA g_ SHEET OF BY OK. rn- 1 5 5 21 ,,x, X / a 1.5 5 = `1 -221 0,3 L fl Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ Page 1 981 project SB2 Steel Section : TS12X6X1/4 #1 0.450 #1 6.000 15.000 Actual Moment 41.290 k -ft fb : Bending Stress 18.899 ksi fb / Fb 0.623: 1 Shear fv : Shear Stress fv / Fy 6.29 k 9.29 k -0.640 in 0.000 in 0.000 in 0.000 ft Reaction @ Left 6.29 Reaction @ Rt 9.29 Fa calc'd per 1.5 - 1, K *L/r < Cc 20.00 ft 0.00 ft 0.00 ft • 0.00 ft #2 #2 9.288 k 1.548 ksi 0.084 : 1 6.29 9.29 -0.640 0.000 0.000 0.000 6.29 9.29 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 0.000 0.000 0.000 0.000 #4 #4 Allowable 66.328 k -ft 30.360 ksi 55.200 k 18.400 ksi Title : Dsgnr: Description : Scope: -0.640 0.000 0.000 0.000 6.29 9.29 #5 #5 Fy 46.00 ksi Load Duration Factor 1.00 0.000 0.000 0.000 0.000 #6 #6 Date: 0.000 in 0.000 in 0.000 in 0.000 in Job # # 7 k/ft k/ft k/ft ft ft #7 k ft Max. Deflection -0.640 in Length /DL Defl 375.0: 1 Length /(DL +LL Defl) 375.0: 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum _ Only 0 Center a Center 01 Cants (d1 Cants Max. M + 41.29 k -ft 41.29 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft k k k k z z et 2 0 t. tD 0' W = J H, W 0 �... u. to = d W F- ; Z� uj O N' W W`.. H U: 0 U _ . z 981 project SB2, Title : Dsgnr: Description : Scope: Date: Depth 12.000 in Weight 28.81 #/ft r-xx 4.306 in Width 6.000 in I -got 157.30 in4 r -yy 2.527 in Thickness 0.250 in I -yy 54.15 in4 S -xa 26.217 in3 Area 8.48 in2 S-yy 18.050 in3 •DEC- 18-01 TUE 08:34 AM SEGABUSINESS PARK FAX N0. 2065837 981 PROJECT : SEGALE BUSSINESS PARK TUKWILA, WA. CEILING SUPPORT PLAN: 01111 y If d3 o Q v B 110 �' ��E 8 o � STRUCTURAL CALCULATIONS c\i+pg.° Building Permit Submittal Ns i o" c ° Vt December 18, 2001 ENW Nd, 99024011 Z . 30Vd ENGINEERS NOBtHWESt,.,l te..P.$..- StRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N ►E., SEATTLE, WA 98116 (206) 525 -7660 FAX (2061.522-6698 • `•WyEZ: IQ-8I-na Code: 1997 UBC Wind:.. ZONE- a EXP C Seismic Zone: 3 !8699ZZS9n m P. 02 IDPIRES 7 Ole RECEIVED CITY OF TUKWILA DEC 1 9 '2001 PERMIT CENTER • FILE COp�_.� - -.. s ,...�. C O kI P L E TE LTR# • bota.515 `•MN3 :AU A n . w �. ji!:"•) ti, G '�'a�xq•.nsiar✓aS�}`�:'•trd:�,i t�•`,•1C �;.r A + +:.,r.;tYaa.4:.r+e��7.: }etiha�'ai�sllirz7: nn a ywt`.,i- $,;;�5:; .DEC -18 -01 TUE 08:34 AM SEGAL54iUSINESS PARK ENGINEERS- NORTHWEST INC. P.S. 6899 W000LAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (2061525.7580 • FAX # (206) 5224646 J06 NO. Jos NAME +1 19.04. ' ' U.JU 54000 DATE 10-11!1'01 SUaUecr 4 -rub SuY l��Ih1�Ut SHED ,.or. BY _ C 50ddi W173:6 E0 1 LA) s u 7 fLAn) !see ZZ 9@0z FAX NO. 2085737 P.03 t a f it ! MN2 ! N38 6m V0 LL w W 0; IL Q 1— W Z �- W U ; W I— _ 0 111 U 0', DEC -18 -01 TUE 08:35 AM SEGAL USINESS PARK r ENGINEERS- NORTHWEST INC. PS. 8869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98116 - (206)525.7560 - FAX* (206) 822.8698 Joe Nc, Boa NAME SUBJ ECT 1ST �GV 6/j 30Yd SY'I»'t = 13 e / 6 , , t 1 % !3,1 2 sp ?O" r L * WO EO -03Q CMG Pell DATE . )o - ) & SNEET OF BY _ e «�L Di t SUMQI IL = � J 5 ru 'r. 2 ? • 2ca J 72c? IA) ow' (3 f8699ZZS903 FAX NO. 2065. 837 P. 04 l� K )_ = 13 LA.):. (So r2O */'b) 7 . 1 !ma :In I RI W J U: 7 .W W' uJ 0. g -J F W; Z I-,, . W LLJ;. 2 p' U ! . ui U +. O F—,; .DEC -18 -01 TUE 08:35 AM SEGA(„ BUSINESS PARK 510001 D.gcriptiorn 011 ss4ir►p supped C.i *moral Irtformstion Sectioon: Fisote 2x12 Beam Width 1.300 In Balm Depth 11.250 in Member Typc Sawn Bm Wt. 'Added to Loads • Lose Dur. Factor 1.000 Beam End Fixity Pin.Pinm Wood Density 34.000 p f n m. n.. uriifarm Loath Uniform.1Arids Cwt Full Span Center DL Left Cantilever DL Right Cantilever DL Deflections Center Span- Dsad.Load Detection .0.051 in ...Locution 8.500 ... Length/Defl 3,082.4 6/S BM flivSZ:6 0 'nue : war: Description : scope: General Timber Beam FAX NO, 2065 837 20.00 lnt dWft *ft Center Span Left Cantlevwr Right Cantilever Douglas Fir - Larch, No.1 Fb Sage Alm 1,000.0 psi FV Maw 65 0 psi Ft ANEW 1125.0 psi E 1,700.0 ksi LL LL LL 4Mt am *ft 13.00 ft . .: tt ft glom 1ios, Den wish =1.50CIn x MOO a 112511, lads sM'P Pti Max Stress Ratio 0.192 : 1 Maxmltm Moment 0,5 Mt . ildloteable 25 Kft Wm Pb6itiv. Moment 0.51 k-ft at 8.5001t Max Nsgative Moment 0.00k4t et 0.000 ft Mapc. Lott Support 0.00k -ft Mau 411 Right 8uppoct 0,00k -ft Mac MI vice 264 • fb : 402.16 psi • fv 11.88 psi Fb 1,000.00 psi Fv 95.00 pad Maximum Shear ` 1.5 .Shear Alkseabia Left a Right Camber: (2 Left Center Max Max its Reett naa.. Left DI. 0.18k Right DL 0.18 k .. Mistimed _ ... 4 -0.051 in • Deflection ; 0:000 in 8.500 ft -Length/Oa 0.0 3.062.44 !tight cantilever- . Deflection ... f0699ZZss903 ..Lu Lu Lu Oats: 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Jots 3 P. 05 Beata Design OK 0.2 k 1.6 K 0.16 k 0.16 k 0.000 in 0.070 in • 0.1100 in •6.161( 0.1f.k 0.000 in 0.0 0.000 In 0.0 pans `•AINO :A6 INN F-; • Oa` w J O • 0 Cr: N Ws ; . w 0; u. Iw I- 0- Z H-; in p . V. 'IL. O : • iii Z O ~' Z >4 :�:L�h1ii DEC - 18'-01 TUE 08:36 AM SEGALiwiUSINESS PARK 619 99vd • Bending Analysis Ck 33.438 Rb Of 1. Q Centler Le t.$uppott Right Support She Anilysis Design Shear Area Required w. AIl bis Searing • Supports Max Left Reaction Max. Right Ration • 0,000 ioc Max Momens 0.51 k-ft 0.00 k-ft 0.00 k-ft C4 Left Support 0.20 k 2.107 It12 95.00 psi i9; V, & D 41 SpseiRed L00100411 ej center Span Location = 0.00.111 Right Cant Location = 0.00 R • Leit cant L,ocetion = 0.00 ft • • pivrsi::6 EO' 8 I• • OeQ FAX N0. 206575.937 tide : Description: : General Timber Beam 31.641103 . Arse . 16.875 irt2 Sox Redd 6.001n3 0.00 ins 0.001r1e Right Support. 020 k 2.107142 95.00 psi 0.18 k Bearing Length Req'd 0.10 k Searing. Length RPq'd Moment 0.00' t 0.00%-ft 0.00k -ft f 8699uS90i: A�Ilo+ abfa 1b 1,000.00 psi 1,000,00 pal 1,000.00 psi 0.166 in 0.168 in Hate: .red Sheer Deflection..' 0.16• k 0.0000 in 0.00 k 0.0000 in 0 :0(I k 0.0000 in P. 06 Pape 2 1 MN3 :Afl 1.Nie • : Centrals Wet MICR yLv 1 U" U 1 IUL UU' JU 1 1 1 1 O L U U L L UUU 111LWO 1 I II'U 9tructun0 system gyp s Lateral Face - siding system• Seismic zone 1= lwr • Sal 00100 t z Ns • Itw= Top of 1 dsllat on (pampeq • Oration eltop of vfeii•Metalsupgal input lIllIllr • Job number ..loth Marsh 97 LAC gentian 11302 Stine FOfWOS ProoS8 e - Bldldlll0 design bare sheaf Iwgz:R in RL ENGtNEEREpliORTHWEST, A8eg WOOOlJUME AVE. M.E. (SIJ1TE 205) s ATRE, WA. 98115 R • 6.5 ca 0.11 Cv = 084 OW■ 0.38 Ct• 0.54 it T = 0.12$ Eq. (30.4) Vu = (0l'UR'T)9N s 07814 £4. 004) Vu • ( ca "uR)W = 0.1e36 (30e) vu = (0.11•01•8 = O.0a E4 (307) Vu • (orr?twRyW = 0.0436 Cadrota % dosien • 0A0111 • V derisn • 6.1110 `W Martino H.4 u1L factor ) 1 I Iii IlV, LUUJ I . , W Us) I 1 1 t I • ,iON (Alinvestethus - BWS,01 or ccs) 1641 19-10 tolep**tn main portion of stucturs(abv.bass) .16•1(K unknown use ''C' ) XO„s i u ( Granter clan 1 0:only in seismic Zone 4 ) '}bt.18.? $ U (demist rival 1.0 poly in seismic Zone 4 ) R. Sae, 1m02.2(1) Tbi.164 d, P 7b1.16Ci TE.16JdR aCa'Na (Ca trot • Ca h seismic Zone 4 only) a[ v'Nv (CV not • Cv )n Seismic Zone 4 onii) Tb1.16 • E4 Gam) • 'W W = building weight (if or laps) 'W Upper Mundell Zones • 'W Loos bound allZerns • pal► Lome Only 'W Ultimo* SHEET OF Rev.323199 Section 16=2 Wall lateral forces - perpendicular is wall W o m i t weight (pa) • OM = ip• 1.06 ap/Rp • 0.192 Cardilarentd Wept demon Tbl: 16.45 1.A.(1) AVMs . 0.333 kW Mt dwat 7bi 160 1A(2) itlolwp- 1.66 ingot propst testier 1.00 a Weiland 841001 tubs bF 0.00 bottom of whit Eq. (32.1) FOP 4.0'Ca'Ip'Wp • 1.4400 `W tipper bound al Zones Eq. (32-2) Fp .p'Cs1plRpti +9heihr)Wp• 12:00 'W Caaflawredpeeapsi en orpareps Fad (32-2) Ferule apl'Ca'lp+ p'(1*3tiehr Wp = 1.2000 IN Cantilevered parapet (boa of parsing Eq. ( 2 ) • FOB 1 *3fm1w}Wp= 04800'W Yin omit Mint paI'ape11 Ea (322) Foils istea'bfRp11 +3 x4v1Wp = 0.4400. rw Manua *Wad whams) E. (2. Faun aP'Oe'tplae( wP= at= 1N met (bottom otsalt) W4 (32. few 0.7 Wp ° 0.2520.M Loser bound all Zones • li vu asap = 1.200 SW eJlGrrwte (op 0t pampa) • ' cenlrolts t'arrteet Mullahs Vu design" 12000.1W tMl i he (bottom of parapet) roar 4.slen • V design • OJI11l1 'W • Mbfhlrg (1.4 ult. factor) sop at pitapat • • • V 011411* 0.11M 'W Wonting (1.4 uft. faatar) botloln.ol parapet M d s en a 0,00 'W (WO Working (1.4 rttt factor) bottom of parapet Vu eeaipn • 0.4800 'W Meade (tlo'af perepet) Vu 00 0100 = akiavW U0M Ss ($ point al anaarrve) t_OII W doeigh = 0.2620 w Minute (Mom of wan • V design • 0.342$ W Working (1.4 ult. factor) hop of parapet V design • 0.3421 'W Working (1.4 ult fatter) at diaptwapst is+iaY V . - . : 0.1000 'Mf • .4 tat. factor (-Onset Mural! W40 .110 0110‘006 a0t: m ice P design ■ 2.511 'W (pa) a pmt of . MFin. wwR amid. law taw P desi 200 pal minimum rig. ig. perilee. 4163323.1 NOW:- 1.) yr - rh r roll anchors that ors not eiiibaddsd I dfaarplsn akaiato + muftipiy /fee above wall anchorage factor by 2.Q for the antes loads 2.) For design of steal ailments of the waU•anchorage system murlply V above awalw rase Waft by a lector al 1.4. See.*q$S.2 J.4.4 3.) For design of mod aboard* at the owl snchorapa ageism anuttipty stn above anchorage loads by a factor of 0.18 0 the ' ntinintuan rust etiCJUhass of those wood aiereerats Inuit be 2 -11X'. See. 11,13.2.1.1.6 97UBC60. • RRAAZ7.CRO?. 1?l171G1 97E031HR.:4s (MNR :AR INRE DEC -18=01 TUE 08:37 AM SEGALUSINESS PARK 6069 WOODLAWN AVE N.E. - SUITE 205 - SEATTLE, WA 96115 • (206)5 FAX # (296) 5224696 • JON NO. _ Jos NAME SUOJECT 6/e 30Vd 409a:5 IQ - 030 ENGINEERS- NORTHWEST INC. P.S. sostx DAT, _ _ SHEET Cl OF Sr rat- FAX at - FAX N0. 20657 P. 08 `e6a9zzs9oz b1)Z E 6,33) + A t ( 7O4' It)3 = I 3S 0 1 6 : 9 W44.) ■4:4:111 •`IN :AU 1N38 .DEC -18-01 TUE 08:37 AM SEGAJJ. BUSINESS PARK ENGINEERS—NORTHWEST INC. PS. 6889 W000LAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 96115 • (206) 525.7560 - FAX # (206) 522 -6698 Jos NO.._ SugJECT 6/6 .3LaYGI _JO9 NAME NTA - safna w N% = C7 4 IA) Env = /3? 111 1 , ` '' CE14 -I11/1 DATE _. LU__ e 3 � )l E,S= 1 4 17 - 2, 35 .rl •pn rL.yu,o s , FAX NO. 2065 837 P.09 s )4' ` ?� / 2 3 C 2 .4 Milo, MilLivG Olt bo `viv9Z :6 !0699ZZ9903 u M : ?'S ' r / mrn' mAa/A/4 b sz SHEET,,, - . OF BY VX 6 7 fig f MN! :AU INN U O' v) LU W o. te _ u i - t z o: z 1-; w La o; U 'O —, H V LLI CO: , — _' l~ i . ENS ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 SEGALE 981 Tukwila, WA t,1 February 19, 2002 ENW Project No. 99024013 FILE COPY G 1i ' i O��D R STRUCTURAL CALCULATION -$:1& 1Y.J c{ .. ' FOR MAIN ENTRY SIGN [EXPIRES 7/26/ pv 1 CITY OF TUKWILA MAR 01 2002 CODE: 1997 Uniform Building Code SEISMIC: Zone 3 PERMIT CENTER WIND: 80 mph. Exposure B `i a JOB NO. JOB NAME SECAIS SUBJECT 5urg Sl6tU 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 ENGINEERS - NORTHWEST INC. PS. 3 S SRY I i ( DATE - SHEET OF 5)erqvir p. S1611) ENGINEERS - NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NAME 55-GALL 9 4 6 ) DATE c 3, z - SHEET OF t Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 t '�, Dental units 1 1 0 Dishwasher 4 2 3. 4 Drinking fountain (each head) 1 1 b 0 Hose bibb (interior) 5 3 ( Clotheswasher or laundry tub 4 2 b Sink, bar or lavatory 2 1 ID Sink, clinic, flushing 10 10 0 0 Sink, kitchen 4 2 LI Sink, other 4 2 Sink wash, circle spray 4 4 Q 0 Urinal, flush tank 3 3 Q. CO Urinal, wall or stall 5 5 () (? Water closet, tank 5 3 (e) Water closet, flush valve 10 6 , 3 0 Non - Residential Sewer Use Certification (To be completed for all ' sewer connections, reconnections or change c 3 of existing connections. This form does not apply to reNairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Please print or type) La Pianta LLC City, State, ZIP Tukwila, WA 98188 Owner's Phone Number ( 206 ) 575-2000 Owner's Mailing Address (if different from above) P.O. Box 88028 Tukwila, WA 98138 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units I Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units RCE 1058 (Fiev. 10/00) 20 3.SO For King County use: Account # Monthly Rate Six Month Due White - King County Property Tax ID # 35 23 0 4- 9 018 Owner's Name dba Segale Business Park Party to be Billed (if different from owner) Property Legal Address: (Last, First, Middle Initial) Party's Mailing Address: Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address 5811 Segale Park Drive C City or Sewer District Tukwila Date of Connection Side Sewer Permit # 12O1-313 or Property Contact Phone # ( Demolition of pre - existing building? ❑ Yes E No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Wash. Bay Estimated Wastewater Discharge: 2,760 Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 14.76 /8. RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owners( Representative Print Name of Owner/ Representative L' ?1' KalseAl Date ic/ii /0/ Yellow - Local Sewer Agency Pink - Sewer Customer Gallons /days 14.76 RCE 'Ev4'uCai4Ak, 7111^Adif :Na58:i, `riM )v Cad:y^isiL�4':':ree? ,;!Art@r: mg: sh i:t SL:ryk'i ... , Ztvef XY�:tL}S j: . . • • "" September 5, 2001 (dm) City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancastei; Director Mr. Richard Olson MEI Architects One Paragon Plaza 6720 Regents Boulevard West Tacoma, WA 98466 Dear Mr. Olson: RE: 5811 Segale Park Drive "C" Tenant Improvement The following is in response to your letter dated July 24, 2001, regarding the separation of exits on the second floor. After reviewing your mitigation proposal measures I agree that the intent of the code will be met by the installation of: • Early suppression/fast response fire protection system below the existing building roof deck. • Quick response fire sprinkler heads on the first and second floors of the proposed office tenant improvement. Addressable smoke detection system per NFPA 72 on the first and second floors of the proposed office tenant improvement. Therefore, under the provisions of UBC Sections 104.2.7 and 104.2.8, if all three of the above noted measures are taken your request to reduce the separation of exits on the second Hoot from the required 63'2" to 59'3" is hereby granted. 1 L 1 y. Ditane Griffin Building Official cc: Steve Nelson 6300 Southcenier Boulevard, Suite 11100 • Pakwila„Washington 98188 • Phone: 206 • Fax: 206 INIMNIL._oftFiv5,1sege!MENAMMENEVESEet Duane 6/19/01 The attached information is some stuff I wrote down while researching the codes to respond to Steve Nelson's problem at the Segalie building, where they don't have the half the diagonal of the space being served distance between exits. Based on everything I put together I think I will approve a reduction in this distance due to the fact the 2001 code has been changed to require only a third the diagonal distance in a sprinklered building, using a normal sprinkler system. In this particular building they will have a quick reaction type sprinkler system that should make the situation even more safe than that provided by a regular sprinkler system. Another factor, although small, is the information ICBO provided me saying that BOCA even allows a one fourth diagonal distance between exits in sprinklered buildings. When I talked to Steve I didn't tell him this information but asked that he provide me with a letter justifying their request, including data that would prove equivalency. He said he thought he could and would get the necessary information and submit it to me for my approval. This conversation took place approximately 2 weeks ago. What is the code trying to do? It is trying to ensure that in the event one exit becomes unusable there is another safe exit to use. (My opinion at this time.) The following is out of the 2000 IBC: 1004.2.2.1 Two exit or exit access doorways. Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one -half of the length of the maximum overall diagonal dimension or the building or area to be served measured in a straight line between exit doors or exit access doorways. Exceptions: 1. Where exit enclosures are provided as a portion of the required exit and are interconnected by al-hour fire- resistance -rated corridor conforming to the requirements of Section 1004.3.2, the required exit separation shall be measured along a direct line of travel within the corridor. Exit enclosure walls shall not be less than 30 feet apart at any point in a direct line of measurement. 2. Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance of the exit doors or exit access doorways shall not be less than one -third of the length of the maximum overall diagonal dimension of the area served. 7..::(;' LW' r�kvs. �r. ad:' 1is�6rJsim�tiia� :`k;vF4 +;rl.'iss�t ^ -1?ri� �e ?.v u::ar���, THE BOCA NATIONAL BURDING CODE/1196 COMMEJITAAT ■ This section is intended to provide protection from fires in a space below the level ofexitdischargesothatthefltorassetnbly. which also sexes as the ceiling for the louse space, aril' remain structurally intact fora reasonable period to permitthe occupants m egress safely. Aho, this requirement for fuetesistancc rated construction provides the fire Ilepanmem assurance that the floor system will be protected from simony!' failure caused by fire, which could otherwise jcopardiae the fug department personnel. The level of exit discharge is the floor level at which the exit terminates and the exit discharge begins. Rather than dictating an elevation. the intent is to describe a level at which the occu- pants arc no longer required to travel vertically in order to egress the building. The 1 -hour frreresistance rating is not required in one- and mu-family dwellings for practical reasons. Buildings of Type 1 construction always caul in a fireresistance rating of more than 1 hour for the structural components and the flour under consid- eration (see Table 602). Type 4 constsuaion. with its massive components. provides some inherent fucresistance rated protec- tion (see Sections 605.0 and 2304.0). An automatic sprinkler system can control the fire and may also protect the structural elements and the floor front being structurally damaged by fire. The automatic sprinkler system must be installed throughout the float areas below the level of exit discharge in accordance with Section 906.0 and NFPA 13 or NPR 13R (if applicable). Levels below grade that have exits that discharge directly to grade. such as an exterior stairway. similarly are exempted from the separa- tion requirements since the fire department has direct access to the loucr level without first entering the building. • In order for occupants to be able to select an egress route to avoid a fire condition. it is important to have remote location of exits. Obviously, the possibility of a single fire event or structural failure jeupardiring successful means of egress increases as the exits become closer to each other. As practicable" is subjective terminology on which compliance must be judged based on an 10-20 evaluation of cash individual project and floor design. The key concept is that the occupants are to be provided "direct access in separate directions from any point in the area served." Separate dues not necessarily mean opposite. except in a confined travel space such as a straight corridor. In addition to this section, Section 1011.2 addresses dead -end conditions in exit access passageways and corridors, thereby affecting the location (remoteness) of exits. Also, the common path of travel concept, as discussed in Sections 1002.1, 1006.7 and 1011.2.1, further affects separate and remote egress. ■ This section provides a method to determine quantitatively remoteness between exits and exit access doors. based on the dimensional characteristics of the spaceserved.Thismeasure has been common practice for some year with significant success. Very simply, the method involves determining the maximum dimension between any two points in a fluor or a room (e.g., a diagonal between opposite corners in a rectangular room or building or the diameter in a circular room or building). If two doors or exits arc required from the room or building (see Sections 1017.2 and 10102), the straight -line distance between the center of the thresholds of the doors must be at least one -half of the maximum dimension [see Figure 1006.4.1(1)). While technical proof is not available to substantiate this method of determining remoteness, it has been found to be realistic and practical for building designs except for the common building with exits in a center core and office spaces around the perimeter. The method of pertnitting the distance between exits to be measured along a complying corridor connecting the exits has served to mitigate the disruption to this design concept [see Figure 1006.4.1(2)]. Similarly. the protection provided by an automatic sprin system can reduce doe threat of fire buildup so that the reduction in remoteness to one - fourth of the diagonal dimension is not unreasonable, based on the presumption that it provides the occupants with an acceptable level of safety fronrfire [see Figure 1006.4.1(3)1. The automatic sprinkler system must be installed throughout the building in accordance with Section 906.0 and NEPA 13 or NEPA 13R. -- In applying the provisions of this section. it is important to recognize any convergence of egress paths that may exist. figure 1006A.1(4) illustrates that although the assembly worn has remotely located exit access doors. the doors from the entire space do not meet the criteria of doe section. f i !n tf • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CENTERLINE OF DOORS 1 40 A. c v-€4 c ,� • CENTERLINE OF DOORS 0 J 7, Figure 1008.4.11) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FE A R T 2 o` Y a � 3 V a W J � r V fi 6 3 m 0 UBC HANDBOOK CHAP 6: This section also permits alternate materials, types of construction or fire - resistive protection that provide equal or greater public safety than those specifically outlined in the code. kill - e• :.'ii1•i ,• • LTERNATE DESIGN AND METHODS OF CONSTRUCTION The provisions of this code are not in > ' ed to prevent the use of any material, alternate design or method of construction not specifically prescribed ' ' this code, provided any alternate has been approved and its use authorized by the building official. The building official may approve any such alternate, provided the building official finds that e proposed design is satisfactory and complies with the provisions of this code and that the material, method ' ork offered is, for the purpose intended, at least the equivalent of that prescribed in this code in suitability rength, effectiveness, fire resistance, durability, safety and sanitation. The building official shall require that sufficient evidence or proof be sub ted to substantiate any claims that may be made regarding its use. The details of any action granting approval of alternate shall be recorded and entered in the files of the code enforcement agency. SECTION 109 - MODIFICATIONS When there are practic difficulties involved in carrying out the provisions of this code, the building official may accept compliance al atives or grant modifications for individual cases. The building official shall first find that a special in vidual reason makes the strict letter of this code impractical and that the compliance alternative or modification • 'n conformance with the intent and purpose of this code and that such compliance alternative or modification doe of lessen health, life and the intent of any fire- safety requirements or any degree of structural integrity. The det of any action granting modifications or the acceptance of a compliance alternative shall be recorded and e. red in the files of the code enforcement agency. • • • . SECTION 110 - TEST code or evidence tha official may re Test metho recogn Al henever there is insufficient evidence of compliance with any of the provisions of this y material or construction does not conform to the requirements of this code, the building tests as proof of compliance to be made at no expense to this jurisdiction. all be as specified by this code, the Building Code or by other recognized test standards. If there are no and accepted test methods for the proposed alternate, the building official shall determine test procedures. sts shall be made by an approved agency. Reports of such tests shall be retained by the building official for the UBC HANDBOOK: 1004.2.4 Separation of exits or exit- access doorways. The basic reason for requiring multiple means of egress is that in a fire or other emergency, it is very possible that one of the egress components will be obstructed by the fire and, therefore, not be usable for egress purposes. It is imperative that in that same egress system, all the other required exits or exit - access door ways remain available and usable. To ensure that the required egress is sufficiently remote, the code imposes rather strict requirements relative to the location or arrangement of the different required exits or exit - access doorways with respect to each other. The purpose here is to do all that is reasonably possible to ensure that if one means of egress should become obstructed, the others will remain available and will be usable by the building occupants. As a corollary, this approach assumes that because the remaining means of egress are still available, there will be sufficient time for the building occupants to use them to evacuate the building or the building space. Required separation of two exits. This "remoteness" rule in the Uniform Building Code is sometimes referred to as the "one- half diagonal" rule. It has been a part of the Uniform Building Code since the 1973 edition and, in recent years, has also found its way into the other model codes. The one -half diagonal rule states that if two exits or exit - access doorways are required, they shall be arranged and placed a distance apart equal to not less than one half of the maximum overall diagonal of the space, room, story or building served. Such minimum distance between the two means of egress, measured in a straight ..Frrt ,watIt0044 Ylfd'r RAlL{/al lA7e4s, �j� Yline shall not be less than one half of that maximum overall diagonal dimension. See Figure 1004 -2 for examples of the application of this rule. In compliance with Section 1004.2.3.1, this minimum separation creating multiple means of egress must be maintained until the occupants reach grade or the public way. The 1997 UBC first permitted multiple exits to be combined together once the user has reached grade. Previously, the code required that the exits be continuous and separate until reaching the public way. The provision now permits multiple paths of egress, such as stairs from an exit balcony, to go to a yard or exit court that would have only one way out of it. The modification of the level of protection (separation) is based on the fact that the occupants are out of and off the building and therefore face a reduced level of hazard. The width of the yard or court needs to be sized to accommodate the aggregate load from all the egress paths. The provisions of this section should be viewed in conjunction with the requirements of Section 1006.2. In past practice, different building officials determined the length of that straight line measurement for egress separation in different ways. In some instances, building officials measured that distance from the near edge of one egress door to the near edge of the other. Other building officials applied the rule as measuring the distance between the center lines or far edges of the two required egress doors. The 1997 edition indicates that this distance is to be measured between the centers of exits or exit- access doorways. The use of the one -half diagonal rule has been beneficial to Uniform Building Code users for many years. It precisely quantifies the code's intent when the code requires that separate means of egress be remote. It does not leave the building official with a vague performance -type statement which can, in many instances, result in a situation where egress separation would be dictated more by the design or desired layout of the building rather than by a consideration for adequate and safe separation of the means of egress. In applying the one -half diagonal rule to a building constructed around a central court with an egress system consisting of an open balcony that extends around the perimeter of the court, it is important to take the measurement of the diagonal. Figure 1004 -3 illustrates an exception to the one -half diagonal rule for those buildings, such as core buildings, where the means of egress are sometimes arranged in rather close proximity. The code recognizes the benefits of such a floor arrangement and makes a specific exception in the event there is such a design. If the exits or exit - access doorways are connected by a corridor, the distance determined by one half of the maximum overall diagonal of the space served may be measured along the path of travel inside the corridor between the two exits. It must be stated that the connecting corridor is intended to be of one -hour fire - resistive construction, however the exceptions found in Section 1004.3.4.3 are permitted. When the exception to Section 1004.2.4 is used to ensure that the arrangement does not result in exit enclosures that are too close together, the code specifies that in no event may the straight line distance between the two exit enclosures be less than 30 feet (9144 mm) at any point. This distance should be measured from the closest points between the exit enclosures. This is simply an arbitrary requirement designed to ensure that there is at least minimal separation between the two means of egress. aem .arairrxar,Wm Sr, oSMMMMU+a✓.vr.,.»..,... , ...a...nw.rrr..A .riwWNSYU"!1xtiS;i" tiSSVS14 rs. 104.2.7 Modifications. When there are practical difficulties involved in carrying out the provisions of this code, the building official may grant modifications for individual cases. The building official shall first find that a special individual reason makes the strict letter of this code impractical and that the modification is in conformance with the intent and purpose of this code and that such modification does not lessen any fire- protection requirements or any degree of structural integrity. The details of any action granting modifications shall be recorded and entered in the files of the code enforcement agency. 104.2.8 Alternate materials, alternate design and methods of construction. The provisions of this code are not intended to prevent the use of any material, alternate design or method of construction not specifically prescribed by this code, provided any alternate has been approved and its use authorized by the building official. The building official may approve any such alternate, provided the building official finds that the proposed design is satisfactory and complies with the provisions of this code and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in suitability, strength, effectiveness, fire resistance, durability, safety and sanitation. The building official shall require that sufficient evidence or proof be submitted to substantiate any claims that may be made regarding its use. The details of any action granting approval of an alternate shall be recorded and entered in the files of the code enforcement agency. Q &A Can a board of county commissioners or a town board waive requirements of the Uniform Building Code? A legislative body or board is not empowered by the Uniform Building Code to waive code require ments. Sections 104.2.7 and 104.2.8 permit alternate materials, alternate designs, and methods of construction and modifications, however, there is no provision which permits code requirements to be waived. Section 105.2 specifically states that the board of appeals does not have the authority to waive requirements of the code. It should be noted that the code can be amended by the legislative body through the customary legislative process. However, because the Uniform Building Code contains accepted minimum standards for protection of life and property, we recommend that it not be revised except where local conditions exist such that changes are necessary. Once the code is adopted, Section 104.2 requires that the building official and appointed personnel enforce all code requirements. Section 104.2.8 1 intended to prevent the use of any material, alternate design or method of construction not s s - ' . prescribed by this code, provided any alternate has been approved and its use authorized by the b • : • ficial. The building official may approve any such alternate, provided the buildi e • finds that the proposed design is satisfactory and complies with the provisions of this code and • aterial, method or work offered is, for the purpose intended, at least the equivalent of that pre - . • this code in suitability, strength, effectiveness, fire resistance, durability, safety and sanitat The building official shall re • sufficient evidence or proof be submitted to substantiate any claims that may be made regarding its e details of any action granting approval of an alternate shall be recorded and entered in the files of the nforcement agency. W al authority is invested in the building official in determining the acceptance of alternate The building official, acting in accordance with Section 104.2.8, may approve any alternate mated al' or method of construction not specifically prescribed by the code, when the results of tests show it to be the equivalent in suitability, strength, effectiveness, fire resistance, durability, safety and sanitation of that prescribed in the code. For example, Section 703.1 specifies that material used for fire - resistive purposes be limited to those materials and assemblies specified in Chapter 7, unless accepted under the procedure given in Section 703.2 or 703.3. Section 703.2 states that proposed alternate materials or assemblies be tested in accordance with requirements set forth in UBC Standard 7 -1 to determine their degree of fire resistance. Therefore, in order for a building official to approve a proposed alternate fire - resistive material or assembly, test data are required to show compliance with UBC Standard 7 -1 for the fire endurance time period desired. UBC APPENDIX CHAP 34: SECTION 3416 - AUTHORITY OF THE BUILDING OFFICIAL For the purpose of applying the provisions of this division, the building official shall have the authority to consider alternative approaches and grant necessary deviations from this division as follows: +w �.r ar rer� ui �F3t >s dUZYdt .z k'iG $3,40, 11424: ii':" +:.` 1. Allow alternate materials or methods of compliance if such alternate materials or methods of compliance will provide levels of' fire and life safety equal to or greater than those specifically set forth in this division. 2. Waive specific individual requirements if it can be shown that such requirements are not physically possible or `;practical and that a practical alternative cannot be provided. UBC HANDBOOK: 104.2.8 Alternate materials, alternate design and methods of construction. This section of the UBC may be one of the most important sections of the code. The intent is to implement the adoption of new technologies in materials and building construction that currently are not covered by the code. Furthermore, it gives the code even more of a performance character. The code thus encourages state -of- the -art concepts in construction and materials as long as they meet the performance intended by the code. This section also charges the building official to require that substantiating data and evidence be submitted to show that the alternate is in fact equivalent to the performance required by the code. Moreover, the code charges the building official with maintaining a record of such approvals in the department files. UCBC APPENDIX CHAP 2: SECTION A204 - AUTHORITY OF THE BUILDING OFFICIAL For the purpose of applying the provisions of this chapter, the building official shall have the authority to consider alternative approaches and grant necessary deviations from this chapter as follows: 1. Allow altemate materials or methods of compliance if such alternate materials or methods of compliance will provide levels of fire and life safety equal to or greater than those specifically set forth in this chapter. 2. Waive specific individual requirements if it can be shown that such requirements are not physically possible or practical and that a practical altemative cannot be provided. UAC CHAP 1: '6ECTI � CONSTRUCTION The provisions of the technical codes are not intended to prevent the use of any aferial, method of design or method of construction not specifically prescribed by the technical codes, provided alternate has been approved and its use authorized by the building official. The building official may approve an alternate, provided the building official finds that th4roposed design is satisfactory and complies with the provisions of the technical codes and that the m, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the technical "codes in suitability, strength, effectiveness, fire resistance, durability, safety and sanitation. ,/ The building official shall require that sufficient evidence or proof b mitted to substantiate claims that may be made regarding its use. The details of an action granting approv of an alternate shall be recorded and entered in the files of the code enforcement agency. SECTION 106 - MODIFICATIONS Whenever the are practical difficulties involved in carrying out the provisions of the technical codes, the building official ma ant modifications for individual cases. The building official shall first find that a special individual reason es the strict letter of the technical code impractical and the modification is in conformity with the intent and pu a of the technical code, and that such modification does not lessen health, life safety and firesafety requirement r any degree of structural integrity. The details of actions granting modifications shall be recorded and entere the files of the code enforcement agency. SECTION 107 - TEST henever there is insufficient evidence of compliance with the provisions of the technical codes or evidence th materials or construction do not conform to the requirements of the technical codes, the building official may re. ' e tests as evidence of compliance to be made at no expense to the jurisdiction. Test method all be as specified by the technical codes or by other recognized test standards. In the absence of recogni • and accepted test methods, the building official shall determine test procedures. Tes : all be made by an approved agency. Reports of such tests shall be retained by the building official for the ti•e7:.� • ��: ?5•;'.` �rw: •: 5s';+ iaaiaJit:s�;:i•s:��X:;�i.S;.f iw�;ffii ��T J;flf;.d4A1Ttw"S SSrdaVidt i?:h?r :� �a:.14'tai:riii�t. rye :il:�stiS,c9t &.ttiv.ka;:fi'hi�i.:lt ;�i:Fa;nw ii, z • .rev: 6 M • -i 0. wi w O, tL a D. z d' w . H =. z • E- O W ~ U O - w • W. t .. z. O — z • Additional exits or exit - access doorways. When more than two means of egress are required, the remoteness rule takes on more of a performance character. In such an instance, at least two of the required exits or exit - access doorways shall be arranged to comply with the one -half diagonal rule. The other means of egress must then be arranged at a reasonable distance apart so that if any one of the required exits or exit - access doorways becomes blocked by a fire or any other emergency, the others will be available. Obviously, this performance statement will require some very careful evaluation and judgment on the part of the building official. There may be sufficient basis for applying that same rule when considering each possible pair of egress components in a multiexit situation. The code is not specific in this particular aspect, and proper code administration does require substantial, careful evaluation and judgment on the part of the building official in ensuring that the number of means of egress required are sufficiently remote, so thatit is:not°likely that the use of more than one access to an exit will be•lost in any fire: incident. §J July 24; 2001 Mr. Duane Griffin, Building Official City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Dear Mr. Griffin: RE: 5811 Segale Park Drive "C" Tenant Improvement. Richard T. Olson MEI Architects cc: Steve Nelson JUL 3 0 2001 MEI Architects COMMUNITY • Architecture Planning Interior Architecture D EVMENT In regards to the above - referenced, the required 63' -2" separation of exits on the second floor can not be met (actual separation is 59' -3 "). The internal stairwell can not be moved to the north due to the existing tenant located on the first floor. We would propose to mitigate this requirement of the code by offering the following: Installation of an early suppression /fast response fire protection system below the existing building roof deck. Installation of quick response fire sprinkler heads on the first and second floors of the proposed office tenant improvement. Installation of an addressable smoke detection system per NFPA 72 on the first and second floors of the proposed office tenant improvement. We feel that these proposed measures would provide occupant protection that is equal to or greater than if the exits met the required separation distance. We would appreciate your review and concurrence with our proposal. If you have any questions, please call me at 253 -460 -5853. Sincerely, One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Fax: 253 565 7240 Tel: 253 460 5853 3 ACTIVITY NUMBER: PROJECT NAME: SITE. ADDRESS: Original Plan Submittal Response to Correction Letter # D01 -313 DATE: 03 -04 -02 Segale Business Pk Corp. Offices 5811 Segale Park Dr. C Response to Incomplete Letter # x Revision # After Permit Is Issued DEPARTMENTS: Buil id n g Division er Public orks 3' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: _ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg (- Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved I Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.29.02 "�2ERfv11T COORD COPY PLAN REVIEW /ROUTING SLIP �3 Fire Prevention "IX so: Structural Incomplete I f PERMIT COORD COPY Pitt Planning Division AwG . 4 1 ° z Permit Coordinator DUE DATE: S— S" D% Not Applicable No further Review Required DATE: DUE DATE: 4 4'a''01' Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,,+:,., xr�ac ..rrekA�,{r+1GkYSL.'4�Ai.41�+ DEPARTMENTS: Building Division Public Works Complete Comments: TUES /THURS ROUTING: Please Route Documents/routing siip.doc 2.28 -02 APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 313 DATE: 03 - - PROJECT NAME: Segale Business Pk Corp. Offices SITE ADDRESS: 5811 Segale Park Dr. C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Y Revision # 2.After Permit Is Issued REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required n Planning Division Permit Coordinator DUE DATE: 3' Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: 31 DUE DATE: `' off' VZ Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: ? 1 P"Z, n C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -313 DATE: 03 -04 -02 PROJECT NAME: Segale Business Pk Corp. Offices SITE ADDRESS: 5811 Segale Park Dr. C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # I Revision # t After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required DATE: 02_ REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 El C PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete e s3 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 3-5-0- Not Applicable ❑ DUE DATE: il' Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -313 DATE: 03 -04 -02 PROJECT NAME: Segale Business Pk Corp. Offices SITE ADDRESS: 5811 Segale Park Dr. C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Y Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete l PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete n Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3- S- 02" Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: ( 1' . 2." Approved n Approved with Conditions Not Approved (attach comments) El Notation: qrl l FkfraV must be_ issue/ ba\Q, Ii15�o¢l�dlL(Yl C�Gi(d10p4, � I � REVIEWER'S INITIALS: DATE: 3 1 1 - � Documents/routing slip.doc 2.2802 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -313 DATE: 03 -04 -02 PROJECT NAME: Segale Business Pk Corp. Offices SITE ADDRESS: 5811 Segale Park Dr. C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter# 1. Revision # l.After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Documents /routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: j5 reAA. CA.) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n C APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 3 - 5 — Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required DATE: DUE DATE: q 0 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: hail, Ss; c, Y✓ m,•,,.% s. L':. e. ae,: fSr�wt�u ,s'�,.,1..x1s;�3'n;:4fdh ?:?*t4.rK• �1,..��,v`.�;?;aPr��•.:w,.: ix ✓rimuari `rfisv: z..�, ? +i�,.s„! }3 t< :a:ti >bx5�9: +J,tK ?Ai P ' V.;. ' . 4 . - VjAri tTs TIVITY NUMBER: D01 -313 DATE: 12 -20 -01 ROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICE ITE ADDRESS: 5811 SEGALE PARK DRIVE "C" Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 _ Revision # After Permit Is Issued DEPA TMENTS: Buildi g ivision /r Fire Prevention Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 Eate PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division ri Permit Coordinator n DUE DATE: 12-27-01 Not Applicable No further Review Required DATE: DUE DATE 01 -24 -02 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n • x. u .4i�inl.J.l:e�t.liw. ".:t�SaLii4 t:�;>�ii'��� - 41.; y:. .'..4i.�sl K'•tl +i..fv`J S� 6 0 0 co w 0 g J u.< = d � Z I- 0 Z I- 'Ui w '. 0 : CO C3 I- w I Vs I ii z ` U� 0 z TIVIT.Y NUMBER: D01 -313 DATE: 12- 20 -0.1 PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICE E ADDRESS: 5811 SEGALE PARK DRIVE "C" riginal Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: 'est,A Ke,AN TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structur, CORRECTION DETERMINATION: Review Required Approved with Conditions}' Not Approved (att h c mments) DATE: C f ?� Fire Prevention Structural Approved with Conditions Planning Division r] Permit Coordinator DUE DATE: 12-27-01 Not Applicable n No further Review Required DATE: 12.-2? -ZQ7f DUE DATE 01 -24 -02 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: .i;,i - s ; .. .�� n...- ..e +.......,. aun�s... ��.: SU.�...:a:Ws..i/:k,.- ii•���x1.c „.izt��.... t,4 ;'F.Y ;.I .. .. r'7�<.. S:..i.4 �iebi �.. ean..�bYt,e,...;s; ;, 5..:a., ,A t, :�;, ix;lc. n. ,,x.Gi �.:it�r rii�, I PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection /Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 750 Roof /Ceiling Insulation 0 800 Floor Insulation ❑ 801 Wail Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1 110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 1400 Final -Fire ❑ 1700 Final- Building ❑ 1900 Final- Reroof ❑ 3100 Site Visit 4000 Special - Concrete 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress 004 Special - Welding 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special- Shotcrete ❑ 401 Special - Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: ,. CONDITIONS Ag410(41.4,( ive.fed-otA5 ❑ 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 10003 Electrical permits obtained through L & I ❑ 10004 All mechanical work shall be under separate permit ❑ 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected X 10010 When special inspection is required...notify Tukwila Building Division 4 . 10011 The special inspector shall submit a final signed report 10013 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the rooting contractor verifying tire retardant class of roof ❑ 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected ❑ 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 1003 I Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all T1 w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 1004 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer. Permit Tech: Date: Date: I - q-dz , a.v.9'ti. ti �. �+ ' J2 a1' �L�, 6): �i. ik3. �3! G' is ;r',"��a,`�`wscit'riw:i +.«.'3; 3S�'iilSti�it ti+£! A` x' s�J �+:' 4`! 3ifc: �..; w; is ``:iti�i�lr:::rid:C1 4 , ACTIVITY NUMBER: D01 -313 DATE: 12 -12 -01 ' ROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES ITE ADDRESS: 5811 SEGALE. PARK DRIVE C _Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _Revision # 1 After Permit Is Issued DEPARTMENTS: uil.ing Division ubl is Works }LA3-ok DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete r Comments: ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 #06 Pc:......, . .J COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Structural Review Required REVIEWER'S INITIALS: Planning Division) nay 11 I Permit Coordinator n No further Review Required DUE DATE 01 -10 -02 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 1 zpd DUE DATE: 12-13-01 Not Applicable Xeor/ i -/z -/V-o/ -S45 DATE: Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE M �yrdiF• Ni: Y' TY;. 4' s?��ti. t1.'bf,W.!'�a'S2 '�i�1 ?;r':v:s+5i'.liJ3?:i DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D01 -3 DATE: 12 -12 -01 PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS: 5811 SEGALE PARK DRIVE C _original Plan Submittal _Response to Correction Letter #_ Response to Incomplete Letter # _Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I I Incomplete Comments: rth. et.( C.a. ( cs new V> eZzCLm 1.e u j TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Structural Review Required rt, APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions g CORRECTION DETERMINATION: Approved [I Approved with Conditions F7 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-1 3-01 Not Applicable re L re .� Gd -F( tOA ri No further Review Requir-d DATE: 12 /3 0 DUE DATE 01 -10 -02 Not Approved (attach comments) I1 REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) (1 DATE: CA.4:41 iV 1 oYd..ztiF:rea itv'. .L'k`q:t Y;1:t'vg'i ?i:'a%t�45a"•sniiexf ttr trL`a x n }.Cs'4a::'1.:i`:d'.';;c;•3., f,. .. . ' a ,,r.::� ti TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -313 DATE: 12- 1.2 -01 PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE. ADDRESS: 5811 SEGALE PARK DRIVE C _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is. Issued DEPARTMENTS: Building Division ri Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) * El Approved A REVIEWER'S INITIALS: •rived with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-13-01 Not Applicable Comments: n No further Review Required DATE: DUE DATE 01 -10 -02 Not Approved (attach cmments) DATE: ) 1P 4 16\ DUE DATE Not Approved (attach comments) DATE: ,axaAfro,trav . .Viu>.'W 0 i:iVM-a�'.�:V ',Z.£4u u.k:' ?: 7in3':aci,Vp ►CTIVITY'NUMBER: D01 -313 DATE: 12 -12 -01 PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS: 5811 SEGALE PARK DRIVE C Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROUTING: Please Route 1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Li Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions Planning Division Permit Coordinator DUE DATE: 12-13-01 Not Applicable I I Comments: No further Review Required DATE: 17 -- 1 — 0 DUE DATE 01 -10 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -313 DATE: 12 -12 -01 PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS: 5 SEGALE PARK DRIVE C Original Plan Submittal Response to Incomplete Letter # Response.to.Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Structural Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) N � eL ACa; t-, Approved JJ Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions Fire Prevention n Planning Division 5 pe , -u-f Permit Coordinator DUE DATE: 1 2-13-01 Not Applicable No further Review Required DATE: / -/ - �, DUE DATE 01 -10 -02 Not Approved (attach comments) DATE: t I 0 3 ) Doe/ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE I I w w '. 6 U O co CI (/) W 1- N LL c W O ; u_ < . N d I— ILI Z + -. I o uj • C), W • W U. O .. z. U w O Z ACTIVITY NUMBER: D01 -313 DATE: 9 -26 -01 PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS: 5811 SEGALE PARK DRIVE "C" XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: !vision u to-0-0( -0( Public Works l�- II Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN PERMJT SLIP Fire Prevention G Io -z.ot Structural Incomplete Approved with Conditions Planning Division Permit Coordinator DUE DATE: 10-02-01 Not Applicable P1 No further Review Required DUE DATE 10 -30 -01 Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE REVIEWER'S INITIALS: DATE: 'j,flFSayj "1., ''0•W3rti +.ap}ri�:nuM.ww:ovrute.. -�.... TIVITY NUMBER: D01 - 313 DATE: 9 - - PROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS: 5811 SEGALE PARK DRIVE "C" Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: n PLAN REVIEW /ROUTING SLIP Incomplete /114 lA31A41 4 TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Approved Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-02-01 Not Applicable No further Review Re • ired DATE: rb Z .1 DUE DATE 10 -30 -01 Not Approved (atta h co ments) DATE: 6 O O DUE DATE Not Approved (attach comments) DATE: Z re LL/ U o0 cn w W = w 0 , LL j D. a H Z � 1- 0 Z H- • 0 O • co W • w' 11 O: ui U 4'1 0 PERMIT NO.: DDI-313 BUILDING PERMITS INSPECTIONS O 0000I Progress Inspection Status 0 . 00002 Pre - construction O 00003 Investigation 0 00004 OK to Occupy O 00005 Remove Stop Work Order p 00006 Follow -up O 00007 Pre -Move Inspection O 00050 WSEC Residential 0 00060 -WA Ventilation /Indoor AQC O 00070 NLEA Inspection /Modular Siruct O 0007I Mobile I lomeTie Down Insp ❑ 00072 Marriage Lines O 00090 Rested O 00095 Footing Drains • 00100 Foundation Footings O 00200 Foundation Walls O 00250 Foundation Insulation O 00300 Concrete Slab /Slab Insulation O 00350 Crawl Space • (1(A100 Shear Wall Nailing O 00450 Plywood Wall Sheathing 0 00500 Roof Sheathing Nailing O 00525 Plywood Deck Nailing O 00550 Exterior Wall Sheathing O 00600 Masonry Chimney O / 00610 Chimney Installation/All Types )0700 Framing 00750 Rool7Ceiling Insulation O 00800 Floor Insulation 801 Wall Insulation 0080 Exterior Roof Insulation O 00803 Glazing Inspection , )0815 Lighting and Controls 00900 Suspended Ceiling 01000 interior Wallboard Fastening O 0I00I Exterior Wallboard Fastening O 01 110 Pre-Move Inspection O 01 115 Motor Inspection O OII20 Pre -Demo • 01140 Pre- reroof [] / 0I400 Final -Fire 1700 Final - Building O 01900 Final- Reroof 0 03100 Site Visit O 04000 Special- Concrete O 04001 Special -Bolts in Concrete • 04001 Special- Mom /Resist Conc Frame O 04003 Special-Reinf Steel Prestress O 04004 Special - Welding O 04005 Special-High-Strength Bolting O 04006 Special - Structural Masonry O 04007 Special -Reinf (iypsnm Concrete O 04008 Special - Insulating Cone Fill 0 0.1009 Special -Spray Fireproofing O (40111 Special - Piling. Piers, Caissons O 040II Special- Shotcrete O 0401 Special - Grading. Excav /Fill O 0.1013 Special - Retaining Wall O 04014 Special - Panels O 04015 Special -Smoke Control System TiNANf NAME: � CONDITIONS (11)01 No changes to plans unless approved by Bldg Div 0 0010 Special inspection required, notify Bldg Div 1101 I Special inspector shall submit final signed report 111112 New ceiling grid & light fixture shall meet lateral bracing 0013 Partition walls attached to ceiling grid >(- 0OI4 Readily accessible access to root' mounted equipment • 1)015 Engineered truss drawings & calcs shall be on site "0l)I6 Exposed insulation backing material 0 0 111117 StIbgrade preparation including drainage. excavation (11)18 Statement from rooting contractor verifying tire retardant class of roof All construction to he done in conformance w /approved plans O "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0 11112(1 Structural observation shall be provided tirr this project O (102I All fiwd preparation establishments must have King Co 0 111122 Fire retardant treated wood shall have flame spread of O 0023 Notify' Building Division prior to placing any concrete O 1)1)34 All spray applied fireproofing shall he special inspected O 01)35 All wood to remain in placed concrete shall be treated 0 0036 All structural masonry shall be special inspected 111127 Validity of Permit 111138 Rack storage requires separate permit )1)03 Electrical permits obtained through L & I 0031) No occupancy ol'building until final insp by Bldg Div 0 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 1)1)36 Manufacturers installation instructions required on site ❑ ;;1 maximum allowed per 1997 WA State Energy Code" 0 Contact P \V Div to obtain insp for water /sewer connect O 11038 A C of will be required for this permit O 11039 Final approval Iiir all TI w /in the limits ol'the SC Mall 0 ) 1 4 0 ( 4 ) All mechanical work shall be under separate permit 11.111 All construction noise to be in compliance with 8.2 l'MC 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available O )(1116 AII structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring - Al AlI new construct and substantial improvement shall he anchored to prevent flotation" • 11007 AII structural %velding shall he done by WA13O certified inspector O 01)1)8 All high - strength bolting shall he special inspected 0 (11)09 Bolts installed in concrete shall be special inspected O 0031 Comply with requirements oh 'I'IvtC 16.114 • 11031 Removal of septic tanks require approval and compliance with King Co I IealtIi Dept. 0 "Obtain required inspections from appropriate water & sewer districtti' ❑ "Fuel horning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." O "Remo(" PL ))ate: kt (. �1 Date: IC ..- (o -1 ACTIVITY NUMBER: D01 -313 DATE: 9 -26 -01 ROJECT NAME: SEGALE BUSINESS PARK CORP. OFFICES SITE ADDRESS 5811 SEGALE PARK DRIVE "C" XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved Approved \PRROUTE.DOC 5,99 Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: H PLAN REVIEW/ROtTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Condition C 53 Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator I 1 DUE DATE: 10-02 -01 Not Applicable No further Review Required DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: ) O�Zt REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: b a ..�. � :z+SawtlZL�a.Ed ze. �7; is�$!.' i�lui: u, l:':':: cdfa%+ x�` ���. ai: �*,: M1= z. 4�xa4: G„` �t.'+ ta„` kw+ jAi, �, tZ.. tate�jsHa+ '. c' dQAi; ��.: i': u': b�irosbttme' 7nt' �; tywtitiw 'rtey�J.Mlkt<,ac:v.tra;+a„�w;, `a���'N:.rA.4, Revision • No. Date i Staff i Date Received Initials Issued - Staff Initials / 4,2 /G --O / I j js` I j Summary of Revision: / 6a C err,- r. .,,J; . /3s . , L Zd m � ^ , / GCE 0-21_ / /9 �� c GC'� �C�itic,, - 4- '- - 7a- c- 6--v -r -? / s C /ce..-z /.e/a 4 . ,.Gfk --t- �' /_ X/c 6, �f Received By: tf/ Revision Date Staff Date 1 Staff No. Received Initials Issued r Initials I 0 2 3-0/- 0,7, aa. Summary of Revision: �!gn�GtoL e 1. .Pst. se tc.� der-7 . .‘,4 ,/ Received By: � .. . Revision Date Staff Date Staff No. I Received Initials Issued Initials I Summary of Revision: Received By: Revision Date Staff Date Staff No. I Received Initials Issued Initials Summary of Revision: Received By: PROJECT NAME: SJ �2,i/ PERM, 6c ' . ) NO :.. / Site Address: , � -L - � --- Original Issue Date: %0 -rte/ ��fz . / cJ < .s/ ,sO ct�G f 'f Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) Staff Initials please prin (please print) cU aiz: I .Ztii�i:i L,uYsdl}(.Ce?Fi(lid': yj.)00H { +, ,,W , �. ikll+alkl7�•�I�.N.}iv 'Yi�i: Wkliv Revision Date Staff Date Staff No. I Received Initials Issued Initials I Summary of Revision: Received By: Revision Date Staff Date Staff No. I Received Initials Issued Initials Summary of Revision: Received By: PROJECT NAME: SJ �2,i/ PERM, 6c ' . ) NO :.. / Site Address: , � -L - � --- Original Issue Date: %0 -rte/ ��fz . / cJ < .s/ ,sO ct�G f 'f Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) Staff Initials please prin (please print) cU aiz: I .Ztii�i:i L,uYsdl}(.Ce?Fi(lid': yj.)00H { +, ,,W , �. ikll+alkl7�•�I�.N.}iv 'Yi�i: Wkliv Revision Date Staff Date Staff No. I Received Initials Issued Initials Summary of Revision: Received By: PROJECT NAME: SJ �2,i/ PERM, 6c ' . ) NO :.. / Site Address: , � -L - � --- Original Issue Date: %0 -rte/ ��fz . / cJ < .s/ ,sO ct�G f 'f Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) Staff Initials please prin (please print) cU aiz: I .Ztii�i:i L,uYsdl}(.Ce?Fi(lid': yj.)00H { +, ,,W , �. ikll+alkl7�•�I�.N.}iv 'Yi�i: Wkliv PROJECT NAME: SJ �2,i/ PERM, 6c ' . ) NO :.. / Site Address: , � -L - � --- Original Issue Date: %0 -rte/ ��fz . / cJ < .s/ ,sO ct�G f 'f Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) Staff Initials please prin (please print) cU aiz: I .Ztii�i:i L,uYsdl}(.Ce?Fi(lid': yj.)00H { +, ,,W , �. ikll+alkl7�•�I�.N.}iv 'Yi�i: Wkliv City of Tukwila Department of Community Development Steve Lancaster, Director z z _1U U 0 W = J H . N LL w u. I a al z I- I- o w w UCI O N CI I- sw Contact Person: J 4e...k.le Nis J" Phone Number: Z3 G 5 7S - Z5 S"i �-- �O z / / w N : Summary of Revision: /l e''I a/ 0 UV e 14 - 1r7C e C c r7 e)e _ ; O H- z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 ,1/ �O Plan Check/Permit Number: D 1- ❑ Response to Incomplete Letter # p Response to Correction Letter # Revision # after Permit is Issued Project Name: ` "Xc. ` ,1i (s PC -f( do\ pu rcJe 0-Q i cP� Project Address: f c,. /e P •c-Ic O Y-; e U 4 n / r1/4, /'L'o c° do e 12S 7 tv ,Le , a pit John W Rants, Mayor RECEIVED CID/ OF TUKWILA MAR 0 1 2002 PERMIT CENT EN Sheet Number(s): 1 9 1 4 ru GL'e.s c / e - iv 1 0-7-) c /e I- ;1s j Cave Ord I "Cloud" or highlight all areas of,evision including date of revision 5 I Received at the City of Tukwila Permit Center by: El Entered in Sierra on g D Z 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 NK�HHnW!D c Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Z 7f /G I Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Project Name: Contact Person: Steve Nelson ['J Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DO 1 -313 Segale Business Park Corporate Office Project Address: 5811 Segale Park Drive `C' Summary of Revision: � , 5 Received at the City of Tukwila Permit Center by: I 1 6 1- 0 1 RECEIVED DEC 2 3 2001 TUKWILA PUBLIC WORKS Mi Phone Number RECEIVED CITY OF TUKWILA f1EC 1 it 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 12 /14/01 a■] ? y ; . E y ! � ±�� £, : ` •� } 4+ hn 4 sn E I . ; r : , "�t C .. � ;� i E �' i 'L +Y� i \y �JE�k�� E � „� ' • ill ' M I , , " ta41HiSE,ddai�`a d'INECiIgh!aYlJ1Y' G •� ryT■ r I,0 4 0 ; -To �� ' �� y'G I sAiEil iwwoii1"E174441i-Vi;4x4it. ONti+N 17 • r., m ti�6 of E iF vijt�. t x i iFT I ts 'i,. ,x191;1 : : da,4 i..ai�j. 1 �w "�J 7 f ,v ,. City of Tukwila Department of Community Development. Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 'V /4 / 0 Response to Incomplete Letter # (] Response to Correction Letter # (r Revision # I after Permit is Issued Project Name: J 6Le )iCSS Project Address: spy 1 y '6.. le Contact Person: Ske V e e•/So n1 Summary of Revision: /T vWedd C e i i 1;15 ov - e Y' x--60,-? 1 3T. Die Lam/ v7u C-cA, 2-0 r , L- a (( ( 1 Zo tvl 1e..t-ee el 4-1 T`-/ J r-es c ca h' )5P /Ti - , 5' , Q-161/4A- 5 I a . /- dole-e ) 7-e- i - 4) .e - ec. rte, hs Received at the City of Tukwila Permit Center by: k f . Entered in Sierra on Plan Check/PermitNumber: DO /— 3/3 Pc..L•(- lc c 0 Yn o N c . t-e 6.) c. es ,--, . Q. /0 t X15 . c / cv ei.,// Lu / I -�- pe,s ti nei1ii -75 4 wG., / Phone Number: .266 5755- 25 SAS RECEIVED CINvF TUKWIIA 20U1 PERMIT CENTER John W. Rants, Mayor Sheet Number(s): T 11 T i 2 T i k , T� ¶ � T ► 12 ? r Ti 16 i S) r "Cloud" or highlight all areas of revision including date of revision 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .udi:!C: %pd1 r..a,.? CL.14 • -:': , • 141- 30Vd ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS - 6$69 WooDi.AiN Alm N. L, Swans, WA 90115 (206) 525 -7360 FAX (106) m-469e FAX TRANSMITTAL COVER SHEET To: Segale Business Park Tukwila WA. FAX 0: ATTN: Kevin DATE: March 19, 2002 RE: 981 Building Intermediate Stair Landing Support PRWECTS 99024013 NUMBER OF PAGES :1 _ (COVER SHEET INCLUDED) - ORIGINAL (S) TO FOLLOW: No Kevin It is acceptable to support the intermediate stair landings by connections them to the perimeter wall studs at 24 inches on enter. The connection is 5 - 16 d nails at each stud. The underside of the landings are also sheathed with 5/8 GWB which is also connected to the perimeter walls. Please call if you have any questions. Dale ICaetningk PE • RECENED MAR 2 f�n� BUILDING DEPARTMENT Dale Xd sse414 P. E. Pnncipal `•Wd9P:E ZO 8O9ZZ990z CC* 6/3 If you did not receive all pages indicated above, please call (206) 525-7560 Email; dalkk@enwseattle.com `M■3 :, 1■35 O 0 0 CO 0 N W; Ill • u W IL ¢ - . CO = a : I. W Z Z o W 2 j . U 0 '. O i la I- �= W . F- U ; W —0 Z U Cl3 O ~ I - ' • ENW ENGIWERS NORTHWEST, INC., P.S. . STRUCTURAL ENGINEERS 6869 WOODIAWN Ay'. N. L, SFATru, WA MIS (206) 525-7560fAx006)522-6000 • FAX TRANSIKEITAL TO Sepik Arne Kevin Kt: 910 - Office Framing FAX #: DATE: Vebruary 13, NM PROJECT: • . NUMEIR'OCE4GES: 2 (COVERSHEET INCLUDE14--, ORIGINAL (s) MVOLLOW: No Kevin , After reviewing with you today the framing at the office atee here are my moommendution& 1. Please find:enclosed the deatil for each comer of the skylight. 2. Dona/Oil:more than 50 pounds of load.to .any 2x6 ioofstiffener. The avergeweigh•-ofdropin oedingis about 2 pounds per square foot. 3. At the reavtion area provide 2 2x6 18 ga. metaljoists back to back at two locations •in each MOM: portthe ceiling. The span of these should not he more than 16 feet and shonfdliiiiatiestat 3 eaqually spaced loaminess. Please ealrif*s. have any questions_ . 88Vc1 2744: Xistusj� Principal - !Hd6S:8 ZO RECEIVED FE3 2 5 2002 BUILDING DEPARTMENT COVER SHEET If you-did not retnive:stkpagosindiented tilbsiveiplease call .(206)-525-7560 Ming: dalek@enwsandecosn !MN 3 :A8 11188 rp,. gs,thftle , VtatrioV•I. hilAWOPY:4' 014 i 4'4 •o • • • •••••04.4r 4 eQ4Itidit. " ;• • •■•54•do.g t •••• , , • )•• • ,./• [ 461.3;14•1 . 41,Viii. i4•:•4:0.'4•••• • z_ • • 1•••• Z re . Ilk aa. 2 _1 0 0 0; W , —1 WO LL ; < ,( Z 1-0 Z . .2 n Rai =0: LI Ey z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE. WA 98115 - (206)525 -7560 - FAX # (206)52248698 JOB NO. JOB NAME �' (1) Pittilitdrr SUBJECT .Q2FPLE . . SKYLI EXPIRES 7/26/ Dv...._ Z 30Vd !I1d65:E ZO A LA&) !8699ZZ590Z 2,46 e EA EPP L7F S K XLi 61-VT DATE -V `Cit. SHEET BY 1 OF LS 7c, S �� x 0 7• 11-/ 3 - 34. j O r Hx.0 1300 !MN3 :A8 1N3S • z Or' k :(7) Z . -1 . 0' . m 1 " ;1 • 0 c c . . m 0-1 :C 'n m . m r. 1 m m w 00 2 Z -1 5 .-> . , • • z SENT BY: ENW; BP'90£ 11.01s41 U0Offir UOROGINKI la '0" ' 1: Pitt Pool Cos0 . " ,040 WWW3/PW1 Pool 1 • ' .. • • 000*. 411100:0 0001) •u! 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D09• IRMA uloli1 914:' ausiN uuquoS uoputakqui PLIOUge means on culla° 1.96 aie6as •uonclimea l Rev. 510001 I stress Caks Center a Left Support •' Rlgtrt: s+!pp Stamr.An flynk Design Shear AraegeoulaKi • Fr. Notable. Ileacilati Analysis Ck 33 :331 fib Cr 1 :300 ros) Description Segak 981 Ceiling 2x6'Stii1eaer 0.000 .8)oc Max Mornant 0.00 k.ft 0.00 k-ft Left Supptat 0.45 k 4,074•in2 109.2 'des Mew .Left Reaction • Mx Right Reaction Quirt' Vaiws itivElreripecitied Loaatiaits Centerapentocation = ...8:62 ft • Rigi t tart. Location = : O.BO' ft attdt'.f aat. Location = 0 :00 ft 5/17 Boyd 41d00 :17 ZO Scapa: General Timber Beam 7.583 i.+3 AP.. Sxx Re4'd 7.52 in3 0:00 in3 0 00 in3 Right Stiffed . 845 k• 4:094 .in2 109.25 psi 8.250 in2 Allowable fh 1,308.13 psi 1,308.13 psi 1,308.1apsi 0.3, k • -Banging LengtlrReq'd • 0.345; in 0.33 k Bearing i engti'tReqo 0.34T. in ! 86982 on :Menlo*. Sheer .Deflection . - 0 90 k-ft . 0.:32 k 0:4101(.4t 0.00•k 0088 is 03:10k-ft • . . 0.00 ;k ... 0.0t J%. !MN3 :A9 1N35 ENGINEERS - NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX • (206)522 - AA9A JOB NO. JOB NAME SUBJECT SHEET OF BY 14 e r ..2 0,1s - I.) DATE L - 17 .01- !MN3 :A3 1N38 t• IEtid E W ENGINEERS NORTHWEST, INC., P.S. FAX TRANSMITTAL STRUCTURAL ENGINEERS - 6869 Woont.aw r Avg. N. E., Sar►rnx, WA 90115 (206) 525 -7560 FAX (206) 322-6690 •-cflvrR SHEET • TO Sew FAX #: ATT/itz Kevin DATE: Febniary 13, 2002. R 9a1 Office Framing .. PRo3EcT: NUMBER OF PAGEs: 2 4CovExt .SHEET 1NCUJ » -- ORIGINAL (s) r CI.LOw N» Xevki Atterieviewifig with you today the framing at the office area here my reconanewlatiotat . 1. Please find the deatil for each corner oftbe skylight 2. DO-not add mnre than 50 pounds of load to any 2a6.rdstiffener. The of i . . .ceiling:is about 2 pounds per square foot. 3 At the reception area provide 2 2x6 18 ga. metal joists back to back at two .1ocztions m 11i= tee xt c g. The spore• of these should not-be more than 16 feet ans the.ttp.tt •skod:behraced.at 3 eaqually spaced loactings. • I 'you did not receive ag-pa above, pose call (226)-5251560 • vox..zre..i 0 •P; E. frincipal !IAWS ?: L ?f1- .L -faa- � fiFGQ�r�.r'•lfl� • RECEIVED' FEB 1 42002 BUILLANG DEPARTMENT dales c.roma ! MJl 1 :1g 1 Ng4 ryo.4, q LS M'9:tit Q; J V; UO : 3 N o! cn w • W =' W O; Lt. Q' - d, w: I-.: W • U : . ;O — = V I- W — O:: • Z. z • Ai ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. _ JOB NAME 7 EGA, -g. 1 IJ/ 1 P-o i SUBJECT OFF Ci( A)6) DE )L,,, DATE SHEET BY J .RECEPVED i•? ;� '1 ' ,y ��•.•, 2 12 -01- OF G SKYL/6MT eed Current Contractor Registration Card E Yes r eed to Enter Contractor Information in Sierra: Yes Notifed Contact Person Date taff . GRAPHIC SCALE 100 150 zoo Ell MI MIMI IN MI MI MIME (El F€ET ) 1 inch = ieo SFa C• VICINITY MAP NTS I understand that the Flan. Check apprcv > ;s are subject to errors and °mis c and approval of pions does oat authorize the viol= on of any adopted cede or 'ordinance = of co, treciofs copy c`. approved plats co,: cc, edy 1. 7�-- Date 3/6 { 0 2 - 2 1. PerrrdN V o. OI'31 Ift 2e(;idY15 «e)LIVQ4{: 6peal IaeldjIi. flECENEO CITY OF TUKWILn MAR -1 2002 PERMIT CENTER REVISIONS: TITLE: SEGALE BUSINESS PAR) TUKWILA, WASHINGTON (206) 575 -2000 SEGALE BUSINESS PARK OFFICE SIGN 5811 SEGAL'c PARR CRNE •C' DESIGNED BY: PROJECT NUMBE DRAWN BY: CADS FILE: SN CHECKED BY: ISSUE DATE: SCALE: DATE: 7 100' 2/23/02 DRAWING NUMBER: WALL AREA: 3T -0" x 324' -6" = 10.871 sq ft SIGN AREA: 4' -8" x 19' -0" = 89 sq a SEGALE USINESS PA PARTIAL WEST ELEVATION 1111 1111 n 324' -6" WEST ELEVATION MAR -1 2002 PEflMR CENTER :7lS ON NO P- REVISIONS: REGALE BUSINESS PARK TUKWILA, WASHINGTON (206) 575 -2000 TITLE: SEGALE BUSINESS PARK OFFICE SIGN 5811 SEGALE PARK DRIVE • C • DESIGNED BY: PROJECT NUMBER: 00 981 - 05 DRAWN BY: CADD FILE: SN CHECKED BY: ISSUE DATE: SCALE: DATE: AS SHOWN 2/23/02 DRAWING NUMBER: / // / / / // / /r / / 1 1/2" concrete peters O drain panel 1 1/2" metal decking DETAIL A 60 mil EP6M roofing 1/2' dens deck 2" rigid insulation oI oI ROOF PLAN R21 -3 19' -0" FRAMING PLAN 1/2 are:Saes L T -6 0 0 1 G t3 50 watt HPS fight 8 -0" \ control joint REFLECTED SOFFIT PLAN 1/2'= 3" soffit vent � - - _. 6 _ mo o b i; _ I i FRAMING ELEVATION 1 /r= 1 -0' REVISION NO. SEE ETAIL A CITY OF MAR -1 2002 PERMIT CENTER REVISIONS: SEGALE BUSINESS PARk TUKWILA, WASHINGTON (206) 575 -2000 TITLE: SEGALE BUSINESS PARK ENTRANCE CANOPY DESIGNED BY: PROJECT NUMBEF DRAWN BY: CADD FILE: SN CHECKED BY: ISSUE DATE: SCALE: DATE: AS SHOWN 2/28/02 DRAWING NUMBER: L_ 2ND FLOOR I L 7 Fl A A <7 CORE DRILLING PLAN fl 1 LI - 1 1 REVISION NO, 2. cir;TRAILA 1106 - 15UO2 PEF1MIT CENTER REVISIONS: SEGALE BUSINESS PARK TUKWILA, WASHINGTON (206) 575-2000 TITLE: SEGALE BUSINESS PARK ENTRANCE CANOPY DESIGNED BY: PROJECT NUMBER: DRAWN BY: CADS FILE: SN CHECKED BY: ISSUE DATE: SCALE: DATE: 2/28/02 DRAWING NUMBER: _ 6,2,16GA. MTL STUDS O 16 - 6c _P 4- 110 SCREWS TYPICAL 22CA. AM_ DECK �(WNF T 6 EA QIPPl1R( w/ 7j1p SCREW ENTRY SIGN FRAMING PLAN - , -0 VARIES - 5 -6 MAX. EXIST. P.C. PANEL CLLIOCt]N. HAT of 19'9e_� "a THRU BGLT 13 CONC. PAYER OVER r SCR ' / DBL NUT ROID INSUL BRACE O 16 "oC w/ 4- i10 SCREWS O EACH END G.W.B. SHEATHING SIMPSON H1T16 : V P.C. PANEL I PLAN 1 SECTION A -1.5ES PLAN I r c: ' r 3- - 0 S EXPANSION OR PLAN PLAN 2 P.C. PANEL 0 EXPANSION CHOR DTL. VISION N0, L CITY OF MAR - 1 2002 PERMIT CENTER Ai JOB N0: 99024.013 ENGINEER: D.K. DRAWN: B.P. DATE: SHEET NO: C 4 ff r C. ABBREVIA - BONS One Paragon Plaza 5720 Regents Boulevard West Tacoma, Washington 98466 Teleohane: "`•' 4Gn_5853 Facsimile: 253.565.72 Erna: reeiorchWya.^.00.com MEI Architects Architecture • Planning • Interior Architecture LEGEND NEW FURRING OVER EXIST. WALL CONSTRUCTION 5 / 8" TYPE'S' GWB ON 2 -7/2" FURRING 0 24" O.C. FROM FLOOR TO 6" ABOVE FINISHED CEILING LINE. SEE FINISH PLAN /WALL TYPES. 11271 1 ROOM NUMBER EXISTING WALL CONSTRUCT'_ SEE ROOM FINISH KEY FOR SPECIFIC WALL FINISHES & INSULATION REQUIREMENTS. NEW PARTITION / EXISTNC PARTITION INFILL- 5/8" TYPES GWB EACH SIDE OF 3 1/2" MTL. STUDS 0 16" O.C. FROM FLOOR TO 6" ABOVE FINISHED CEILING LINE. SEE WALL TYPES, FINISH PLAN. NEW ACOUSTIC PAR TITION - IDE OF STAGGERED 5 /d" TWE'X' GWB EACH S } 1/2" STUDS 0 24 O.C. FROM FLOOR TO 6" ABOVE FINISHED CEILING LINE W/ ACOU511C BAIT INSUL. SEE FINISH PLAN / ALL TYPES. INOTER1 1 (SEE NOTE KEY) e DETAIL KEY A ( INTERIOR ELEVATION .KEY O PLUMBING FIXTURES (SEE PLUMBING, F1X1lMF KEY)'. P1 PAINT SH'LOR$ (SEE Fl ROOM1fOSH KEf'4 1 mod" (SEE. RO F/N15H : 1<EY LEGAL PARCEL E - TAX LOT 18 THAT PROTION OF THE ABANDONED BED OF THE GREEN RIVER WHICH ...INS AND LIES BETWEEN THE SOUTHERLY EXTENSION OF THE :EASTERLY LINE AND THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT .4 OF CITY OF NKWILA SHORT PLAT N0. 85- 19 -SS, RCORD UNDER KING COUNTY RECORDING NO. 8505090619, AND LIES NORTHERLY' OF SAID RIVER. TOGETHER WITH THAT PORTION OF THE ABANDONED ,BED OF THE GREEN RIVER IN GOVERNMENT LOT 2 IN SECTION. 35, :TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., WHICH ANGIE *.: LYING .SOUTHERLY OF SOUTH 180TH STREET, WESTERLY OF THE 'GREEN .RIVES AND - .EAASTERLY OF LOT 4 OF CITY OF TUKWILA BOUNDARY' LINE ADJUSTMENT NO 93 -0085, RECORDED UNDER KING COUNTY RECORDING,' NO:79,3112 01 9 6 1; AND TOGETHER WITH THAT PORTION OF THE"ABANDONED:BED OF THE GREEN RIVER IN GOVERNMENT OT F.7104 W,ES RLY OF THE GREEN RIVER AND 'MC EASTERLY OF /'ESTA�UISHED IN KING COUNTY RESOLUTION Na •'`51933 35, , , WNDLA.F;'NO. 6014672, & 6027015. AND TOGETHER WITH THAT /PORY(ON'OF. GOVERNMENT LOT 5 IN SECTION 35 TOWNSHIP 23 NORTH }RANGE h EAAAST W M. DESCRIBED AS FOLLOWS' COMMENCWG,,AL THE WD1ATHWEST CORNER OF SAID GOVERNMENT 107 51, THENCE 5pU 1H O2...„2,4" 1S WEST ALONG THE WEST LAE -'OF •SAID'GQNE,RNMETS LOT,'S 561'4y. FEET TO THE TRUE POINT OF BEGTNNINGE 7NFNPF' WORTLR WR V T 28" WEST 53321 FEET THENCE'ALONG s -CURVE TO RIGFAT HAVING A REDIUS OF' 5O SEER ,T}RAI/$tR RAIL AfKCLP OF 9T• 32 50" AND ARC DISTANCE OE / 79:87 VEER ' :) TON ANNA MESS COUNTY ROAD(57171 ASE SODTM) �fT1EN E ,SOUTH'.25 OT 18" WEST" ALONG SAIO'MAR7,1 7 8 THE }1,1336 FEET THENCE SOUTH 65 " - '47 42' EAST 25 8 T THENCE SOUTH 62 54' 45" EST 5205 FEET (HENCE 50UTy Rt 29�� T T EAST 152.53. x: 'HENC SOUTH 23' 28.E3 ftEST FEET To A OOONJ .0/2 E NOR N. LINE OF FLOSS CS.NTSOL,EASE,MENT AND 7 OE- WAY,'AS OEEINED TN 'KN RESOWTKN7 NO:/: 3 AS .RECORDED CINDER AUpf '5 FINE' F/0$'.601467 AND 6027015; .YHENCE,EASTE O,. • , SIAD EASEMENT AN9 RICA-D--10E-(WAY 1ANE'THE,E WiN,G , CALOSES, AND DISTANCES .� NG A CURVE TO THE/RfGHd /THE; 4ESTER "9",(91 J3EAR ;' . SOUTH 17 477 54 EAST HAVING , A. US OF,97000FEET., ROUGH A- CENTRAL;. AIVOLE,'DE 35' 1571 I AN; ARC 1N$TALJCE: OF .83 F THENCE' ALONG .!) ;CC)IQvE TD' TNE9 R)C}1T HAVING,/ RADIUS OF 1500D0,FEER T/R¢UCi1 A'CENTRAL'ANGI.E OFi Jo' : 03 54' AN ARC DISTAI)CE AP 281:07,FEEF 74IENCE. SOUTH 69 04% AD" EAST 1 1372 FEET:, ERETteE,4LVNC A PAW-TA THO)', HAVING A RAMS 0721/2.04 FEET' THROUGH • A CENTR/N. ANOLE; d6 29 T B' SB' 142 21 0 RISTANCE .97 (00. 57 FEET 'OHENGE /20 32' 25' 4 2' 1AS";387T06 FEET: 0}HE/CE ALONG A;CURVE TO. THE' F HAVING A RAD(U5'0/2 24 F EET Tj1R04100 W/CENJRAy ANGLE -H 'Or 37' ..05 'AND A9'D1STANCE OF ;5511 7 ; THENCE ALONG A CNRME'70 - LEFT HAYIN7 G RADIOS DE 227;0D _ ET THROUGH A CENTRAL MOLE. 4 /23''.074 ARC 0 - 0F, 133.78,FEE7 OE- ALONG A yE ,T LEFT, AVIT10 A' RADIUS OF 360,00 P590 ,/CH,ROOC1I ,!CENTRAL 1WGLE'OF! OT SE 39 ", AN 4130 'D1STANVc OF 0059 ('EDT: TIIENC KONG E, CUR; TO THE LEFT HAVINS RADId5 9 44747 PERT TF/ROUGH A. CENTRAL ANC.E OF 34',11 0/ A4,'ARC 54/302.45 - FEET; THENCE NORTH, � , 14' E, 1 EAST 409 F '87 FT THENCE, LEAVING SAID EA:s 4a4,4� '.A/4D,RIICRT -OF WAY HUN? -NORTH 67, S.T. 39" WEST 262.75' FEET: THENCE NORTH 29 1 24 1 ;1B , EASE 75)0 FEET; '.HENCE NORTH 565 T4 197 EAST' 75,38 FEET; THENCE ', S GINNING 39' WEST 9835OYETEE7 TA TH(E,TRUE POINT OF TAX,14 TAAM8E12 :'3523049INe FRAM 11 1 OA (SEE' AM r' ' WALL FYP,E . (SEE'SHEET 1(15) : ., A I AOR txEY. 11( J (SEE DOQR,11EV) GENERAL CON. ITK NS 1. THE GENERAL CONTYPONS TO Tf'',E:.CQNRRAL"7FMR THE CONSTRUCTION OF BUR05455.,DOC'UAIENT A -2111 ISSUED' BY THE AMERICAN TNSRTUTE CL..ARCMOtt,3S, 1 3TH EDITION ALf 3ST. T976. HEREINAF/ER REFERRF,RO, . TO AS II, GENERAL' CONDITIDNSI'REJtM E5 PAR WORK OF 1135 PROuECT AND IS HEREBY LIADADE''A'PART OF THE CONTRACT AS THOUGH _FULLY C,ON /AWED'1N', THESE SPECIFICATIONS.. 2, CONTRACT DOCANTENTS INCLUDE THE ARCHITECTS DRAWINGS, SPECIFICATIONS, GENERAL.CONDIRONS' AGREEMENT (641,43ING CONTRACT) AND ALL/ATUDENDA, THEY ARE TO OIC1UXE AIL LABOR. EQUIPMENT. AND, MATERIALS NECESSARY FOR THE, EXECUTION OF THE WORK EXCEPT. AS MAY BE SPECIFICALLY. NOTED. OTHERWISE DIM- THE.DRAMINCS -05 FOR Wki10)1 SEPARATE PRICES: MAY 8E: ASKED' `.N THE 910 PROPOSAL,' -01E TERM "CONTRACTOR " USED HEREIN REFERS TO ANY AND ALL SUBCONTRACTORS 3. REGULATIONS, TAXES AND PERMITS THE 'MOLE OF THE ADRK IS TO BE EXECUTED IN STRICT .ACCORDANCE. OATH THE K.1. /CATIONS AND CODES OF THE GOVERNMENTAL' AGENCIES WHOSE ,),R,SDICT+DN IS APPLICABLE:. GENERAL NOTES ALL 'WORK - SHALL COMPLY 1MTH STATE AAi6 LOCAL CODES. CONTRACTOR. SHALL INSURE FULL COMPLIANCE WITH FLAME SPREAD REQUIREMENTS. ALL WORKMANSHIP AND MATERIALS SHALL FIE GUARAN- TEED FOR ONE YEAR AFTEER AIAITTEN ACCEPTANCE THE BUKUDDTG PERMIT SHALL BE' SECURETM BY THE OWNER. ALL OTHER PERMITS NET..ESSARY. TO COMPLETE THE' CONTRACTOR'S' WORK SHALL BE. SPONSB!LT3Y'`DF THE RE CONTRACTOR AS WELL AS THE ASSOCIATED COSTS' 4 CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES' AND SUE' CLEAN 5. CONTRACTOR SHALL. KEEP' RECORD. OF AS- 'BWLT. CONDI -', '. PONS BEHOVE :f COPIES OF 0/61 MANURES. & AS- BUILT DRAWINGS TO THE 1CIYANT UPON COMPLETION. OF.THE PROJECT. (T). OF THE (3) STS TO BE A REPROOUCABLE 6. DIMENSIONS ARE TO FINISHED FACE OF G.. UNLESS NOTED OTHERWISE, TYPICAL 00 NOT SCALE DRAWINGS. 7. ABBREVIATIONS USED ARE THOSE IN COMMON USE_ ARCHITECT WILL DEFINE INTENT OF ANY IN QUESTION. 8. THE CONTRACTOR SHALL NER, ALL EXSTING CONDI- TIONS & DIMENSIONS & SHALL BE RESPONSIBLE FOR SAME, ANY DISCREPANCIES SHALL BE REPOR7L IN WRITING TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 9. THE CONTRACTOR SHALL NRN:SH ALL MATERIALS LABOR, EQUIPMENT_ TRANSPORTATION & SERYCES NE- CESSARY FOR COMPLETION OF THE WORK. ALL MATER- IALS & WORK SHALL COMPLY W.TH APPLICABLE CODES & GOVERNING REGULATIONS & MEET NE APPROVAL OF THE CITY OFFICIALS_ 10. PROVIDE AND /OR COORDINATE ALL P12610NG, MECH., ELECTRICAL AND COMMUNICATION CONTRACTRAC'ORS TO ENSURE COMPLETE OPERA . SYSTEMS- I1_ ALL MANUFACTURED MATERIALS. COMPONENTS. FASTENERS, ASSEMBLIES ETC., SHALL BE HANDLED & INSTALLED IN CONFORMANCE W/ MFR'S SPECIFICATIONS INSTRUCTIONS. . WHERE SPECIFIC PRODUCTS ARE CALLED FOR FlNER:C EQUIVALENTS wile MEET APPICABLE STANDARDS & SPECIFICATIONS MAY BE USED IF APPROVED BY THE ARCHITECT CONTRACTOR TO PROVIDE SHOP DRAWNGS FOR ARCHTECTS RENEW & APPROVAL 12. IN THE EVENT OF A CONFLICT BETVF_EN APPLICABLE CODES & REGULATIONS & REFERENCE MORE OF THESE PLANS & SPECIFICATIONS, MOR THE E S'R:NGENT PROVISIONS SHALL GOVERN_ 3. THE CONTRACTOR SMALL BE RESPONSBLE FOR CONSTR- UCTION METHODS, PROCEDURES & CONDITIONS. EXCEPT AS SPECIFICALLY INDICATED OTHERWISE, N THE CONTRACT DOCUMENS- 14 THE CONTRACTOR SHALL PROVIDE ALL JNG 5140/001 WALL ACCESS PAN= LS/DGOIS AS REWIRED BY T E AIR; CONDITIONING. & ELECTRIC, SYSTEMS. PRO V4DE1APPROVED ASSEMBLIES W/ SELF CLOSNGAE.4:Si•,' LL IN RATED CONSTRUCTON. ( PAIN: AO1ACENT WA CQL02)' 15. ALL PENETRATIONS OF PRE RESIST:, ONSIRUCTION 51111± RE PROTECTED WITH APPROVE F9 ,ABS/AIOLIEN. .16 ALL NEW CASEWOF C -SHALL BE 0LUS: OVEL)ER:` -E UNLESS NOTED C CHE';R7PSE' ALL .DOOR, SRAWF7t. PANELS '& EXPOS, SURFACES`%ALt 9E 3H1LRT PRES.AE PLASTIC. LAMINATE °a 3/4' rITOK PART7CI.E 50, W/- PVC EDGING (COLOR TO MATCM'PLAM 1LON MTLEENORS - SHALL HE WHITE POC'MN)t O5 /ED ANC ( s. " SHALL RE FULLY CONCEALED WPi4O XEGREE :1rFN SWING .' ALL INTERIOR. SHEL1jO TFO-, .1MW P0U;1QIY1^(. #U; -.. /4'' P ART. BO +5MI,'WWDE PVC.EOI.TNC4NR'AQJDSTABLE.' PULLS SHAPE RC,145.f7/A1GN N.$11RY F3N S '``ALt •DOOR. PULLS TO M( iLRe(TaiD : - y'+ERT1CAt:.•t/(TQES �8E`$1DE MOUNT' INt32ES OR'>EOUAL W!'SOAO CAP OMAWERv 75#- FULL•.);RTEOMS5E; C 1.94: ) CODNIERTO9B 3 SPLASHSS 'A4 ;BV I/G4" ; R6 •. Pt�4T; fN'1 +�d WATfi'F RED- 9IA)47' PLKW�D' �PY.PL GENERAL NOTES CONT'D ALL COUNTERS OVER 48" IN LENGTH SHALL BE SUPPORTED AT MIDPOINTS WITH FULLY CONCEALED METAL BRACES ANCHORED TO WOOD BACKING (FIRE RETARDANT TREATED IN RATED WALLS) WITHIN PARTITION OR CASEWORK AS CONDITION INDICATES. ALL WORK SHALL BE SCRIBED TIGHT AND BE FREE OF MARS AND BLEMISHES. PROVIDE GROMMETS IN COUNTERTOPS PER TENANT'S DIRECTION. CONTRACTOR SHALL PROVIDE FULL COLOR RANGE OE FLAK BY FORMICA, LAMINART, WiLSONART OR AN APPROVED EQUAL. PROVIDE TWO ADJUSTABLE SHELVES IN ALL WALL HUNG CABINETS UNLESS NOTED OTHERWISE. PROVIDE CASEWORK SHOP DRAWINGS FOR ARCHITECT'S REVIEW & APPROVAL PRIOR TO FABRICATION. 17. PROVIDE BACKING FOR ALL ACCESSORIES & CABINETS, TYPICAL. 18, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR • ' CORRECTING CLEARANCE CONFLICTS RELATED 10 ITS • MECHANICAL, ELECTRICAL & LIFE SAFE' SYSTEM WORK. THIS INCLUDES CONFLICTS BETWEEN NEW & EXISTING BUILDING SYSTEMS. I9. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, ALL FLOORING SUBSTRATES SHALL BE MACHINED OR FILLED 10 ENSURE THE PROPER OPERATION OF ALL DUORS. & TO PROVDE FINISHED FLOORS THAT DO NOT DEVIATE MORE THAN 174" IN 1A' -0' FROM LEVEL MEASURED AS :'FLOCK LEVELNESS AND "FLOOR STRAIGHTNESS" PER CONSTRUCTION INDYISTRY STANDARDS. FINISH NOTES i, ALL PAINTING. WALLCOVERING 'ONO GYPSUM WALLBOARD FRL5HING. PER 'ARCHITECTURAL SPECIFICATION MANUAL" : PAMTTIN6 AND DECORAANG CONTRACTORS OF AMERICA. 2. ALL CM SHALL. BE SMOOTH FINISHED,' 3. ALL PAINTED GYM, DOORS -DOOR '5, S)DELITE, FRAMES, MOT RASE.& PANELIN0 41/20 5TAMIED. MILLWORK. 'PREMRIM. GRADE FEB ''ARCHITTCTURAL, SPECffICA RON BE NANUAE�_ -, 4. PROMO. SAMPLES OF SPECIFIED FINISHES TO ARCHITECT FOR APPROVAL PRIOR:. TO APPLICATION, 5. REPAIR AND PREP ANY EXISTING GWB PRIOR TO FINISHING TO BRING UP TO QUALITY LEVEL OF NEW WORK, TYPICAL. 6. REPAIR AND PREP ANY EXISTING WOODWORK PRIOR TO FINISHING TO BRING UP TO QUALITY LEVEL OF NEW WORK.; TYPICAL. SEE ROOM FINISH KEY & DOOR KEY FOR SPECIFIC FINISH REQUIREMENTS. 7. ALL FINISH PANELS SHALL BE INSPECTED A APPRONF,O,BY. ARCHITECT PRIOR TO FINAL APPLICATION, TYPIDAC • , R ALL EXTERIOR WINDOWS TO RECEIVE NEW WIND TYPICAL SEE FINISH SPECIFCADONS FOR`ADDERONAL ' INFORMATION. MECHANICAL-::.! T. MECHANICAL AND'LVFS SAFETY SYSTEMS AR£AESIGN BUILD SUBMIT VECMAN DRA ' to •O1NE)Z 51 ARCHITECT FOR ,REYIEVe. APRQY�,P,RIOR' TO PAW R A ON DI:: N, $YALE /2OTQ{ - 2 IS 4 t''.R CISISI5N.A'' I71E;• QN,' 2 /B16R 'SAT 550 . TAIN COMYUXNCE" (f/ Ati SPATE 1) I ODES(& OBTAID7 +UL'IECESSARY :kECUg1t)EA7, PE S- , Fhf, CONTRACTOR S`,AA:L.;YYEEO VERtliY: C6f4TY'NCES OF _'.ALL' MEESAAWC9L£DTIM'MENT 051011)458, PWN FR10RTO. F/2BO NOASOI($ RIyyT4i;1.A41QN E'001E � t S AD- ,.. NOTIFY THE'DWMOR & CT OE'ANY CON=«7CTS . PRSo@ TA PR4CEED4 . IY irr1CA1 - -THE SONTRAEFOR SFNALS_;BS RESP FDR , , JNAT11NS.COCAT16N5 DF ALL MECI4MAKCAL `CON)RDE'S A4/ D RS/2 ZR48S AND A(RRTEQY OOOT1AL PR(TR 301` ' ROUDMR Tar : AU - /2EC59NTCAt ANItA S & . 4RE 0 4 DE. PAINTNN COOLR CF 114 1+1,1 210E 1N �OG14CH IN5111.LT' (5/2?5/ 5911i)CAD ' ?t A71 E%8XSED AECHNNCAL CONTROLS EWSOAS AR6':. NE 5110 REAP DAo '. , .. TND MEC)TW1(I"w2E CON[R ACTOR Sr}ATL+FdElD COOROU�A NSF €LECig1CA CONTRACTOR.^ SO' ENSURE AOE TEL'. CLQARAT.IGES FOR ALL ,IVONT FIXTURES A4Q0 ACCESS. • -. /2 B+ECIIAA/ARE N AI)F RS FOE( MA14*ANCE '. Pi1RPCTPaf5.:3YPICAL. RTE MECHANI/2A,. CtkV•IRACLDR SHALL CEIOROINTITF'. LOCAT(O!4 oR AL T1t6f1RSeR6' �r.cR(51/AS /2 nRet+(TECT ' PRIOR ICI MISTAFE *OIXN, .TYFIG• . .. . ' .. . ELECTRICAL NOTES 1. ELECTRICAL SYSTEMS ARE DESIGN /BUILD. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN COMPLIANCE W/ ALL STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELECTRICAL PERMITS. CON- TRACTO SHALL FIELC VERIFY C LEARANCES OF ALL ELECTRI EQUIPMENT &LIGHING PRIOR TO INSTALLA- TION. THE CONTRACTOR SHALL NOTIFY THE OWNER & ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING W/ WORK, TYPICAL_ 3. ALL ELECTRICAL REQUIREMENTS FOR ITEMS LOCATED IN BUILT -IN CASEWORK AND MILLWORK WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORD- INATING SPECIFIC ELECTRICAL REQUIREMENTS W/ TENANT'S COMMUNICATION, DATA AND FURNISHINGS CONTRACTOR'S PRIOR TO ROUGH -IN, TYPICAL. 5. ALL NEW & EXISTING OUTLETS, FACEPLATES, SWITCHES, ETC. SHALL BE WHITE, TYPICAL. 6. ALL NEW & EXISTING DIMMER SWITCHES SHALL BE LIGHTOLIER SUNRISE PRESET SERIES OR APPROVED EQUAL. 7. ALL LOW VOLTAGE WIRE /CABELING, NOT IN CONDUIT, MUST BE PLENUM -RATED TEFLON OR EQUAL, TYPICAL. 8. FOR MULTIPLE SWITCH LOCATIONS PROVIDE ONE SINGLE PLATE, TYPICAL. (CUSTOM IF NECESSARY) 9. THE ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE W/ MECHANICAL CONTRACTOR TO ENSURE ADEQUATE CLEARANCES FOR ALL LIGHT FIXTURES AND ACCESS TO MECHANICAL UNITS & FILTERS FOR MAINTENANCE PURPOSES, TYPICAL. CODE INFORMATION CODE COMPLIANCE: ZONING: OCCUPANCY: CONSTRUCTION TYPE: PROJECT SF.: VICINITY MAP North SHEET INDEX CON T1 -0.1 T1 -0.2 T1 -0.3 TI -0.4 TI -1 TI -2 TI -3 R -4 D -5 TI -6 TI -7 D -8 D -9 D -11 TI -12 D -13 R -14 R -15 TI -16 D -17 R -21 TI -22 TI -23 FA -7 FA -2 51.3a 51.54: DETAILS DETAILS INTERIOR ELEVATIONS INTERIOR ELEVA (IONS INTERIOR ELEVATIONS CURRENT CITY OF N{WILA'S DEVELOPMENT STANDARDS, CURRENT TUKWLA CITY CODE, UNIFORM BUILY OF DING T CODE AS ADOPTED BY THE CIT WASHINGTON STATE E UBL UBC A, AMENDMENTS CURRENT ACCESSIBILITY GUIDELINES, CURRENT CODE WASHINGTON STATE ENERGY GENERAL COMMERCIAL "B" OFFICE TYPE III -N 12,560 GROSS S.F. ABBREVIATIONS, LEGEND, LEGAL GENERAL CONDITIONS & NOThS, FINISH NOTES, MECHANICAL & ELECTRICAL NOTES, CODE INFORMATION, VICINITY MAP, SHEET INDEX FIRST AND SECOND FLOOR KEY PLANS ACCESSIBILITY STANDARDS FIRST FLOOR CODE COMPLIANCE SECOND FLOOR CODE COMPLIANCE FEFEST FLOOR PLAN SECOND FLOOR PLAN FIRST FLOOR FINISH PLAN SECOND FLOOR FINISH PLAN FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN PARTIAL ROOF PLAN /DETAILS FIRST FLOOR ENLARGED PLANS SECOND FLOOR ENLARGED PLANS SECOND FLOOR FURNITURE PLAN STAIR AND ELEVATOR SECTIONS STAIR AND ELEVATOR SECTIONS STAIR DETAILS OE T AILS FIRST FLOOR FIRE ALARM PLAN SECOND FLOOR FIRE ALARM PLAN ROOF FRAMING PLAN/DETAILS MEZZANINE PLAN/ELEVATIONS Building Permit Submittal Permit No. Building 981 Segale Drive C Tukwila, Washington 9 81 88 -2028 313 LP DE TOW 0C1 }9 1 hO� PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SELLALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA COVERED STORAGE OFFICE STORAGE OFFICE Lid OMEN � EXERCISE 106 1 ALIGN WALL C W/ GRID UNE i1021 ELEV. LOBBY STAIR 2 114 TYP. KITCHEN 11� SCOPE OF WORK DOOR KEY KEY HDWR. GROUP f RATING SN REMARKS DR. NO. DR. TYPE %�FRAML TYPE It - -DR. SIZE DOOR SIZE A NEW 3 -0" X 8 -6" B. NEW 3' -0" X 8' -0" C. NEW 3' -0 X 8' -6 PAIR D. NEW 1' -9" X e' -6" PAIR E. EXISTING 3 -0" X 8' -0" E2. EXISTING 3 -0" X 8 -0" PAIR DOOR TYPE (LABEL AS NOTED) 3 4" S.C. SMOOTH HARDBOARD FACE 0009 (SEE FlNISH SPECIFICATIONS) MEDIUM STILE ALUMINUM STOREFRONT DOOR$ MATCH EXISTING STOREFRONT DOOR FINISHES. (SEE FINISH SPECIFICATIONS) METAL DOO (SEE FINISH SPECIFICATIOR NS) D. SAME AS 'A' WITH UTE E. EXISTING DOOR F. SAME AS TYPE A WRH VENT LOJVER. FRAME TYPES (LABEL AS NOTED) 1. NEW WD, DOOR FRAME W/ WOOD STAIN FINISH TO MATCH DOORS. (SEE FINISH SPECIFICATIONS) 2. NEW WD. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) 3. NEW H.M. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) 4. NEW ALUM. STOREFRONT DOOR FRAME W/ ANODIZED FlNISH TO MATCH EXIST. HARDWARE GROUPS A NEW INTERIOR PASSAGE: 1.5 PAR NEW 8/S BUTTS NEW MORTICE LAT OVERH NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL B. NEW INTERIOR LOCKING: 1.5 PAIR NEW B/S BUTTS 1 NEW B/S MORTICE LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL C. NEW INTERIOR PASSAGE W/ CLOSER: 1.5 PAIR N /S BUTT$ NEW MO RTICE LAT OVERH NEW CONCEALED OVERHEAD DOOR STOP NEW SMOKE SEAL NEW CLOSER.. D. NEW INTERIOR LOCKING W/ CLOSER..: 1.5 PWR N0W B/5 BUTTS NEW MORTICE LOC OVERHEAD NEW CONCEALED OVERHEAD DOOR SOP NEW SMOTE SEAL NEW .USER EXISTING :HARDWARE F NEW INTERIOR LOCKING RESTROOM 1.5 PAIR NEW 8/S BUTTS 1 NEW PRIVACY LOCKSEE NEW CONCEALED OVERHEAD DOOR ,TOP NEW SMOKE SEAL G. NEW STOREROOM LOCK 1.5 PAIR NEW 8/5 BUTTS NEW MORTICE STOREROOM !OCKSEf NEW CONCEALED OVERHEAT' DOOR STOP NEW' S MOKE NEW CLOSER SEAL H. NEW CLOSET LATCHSET 1.9 EA PAIR NEW B/0 BUTTS 1 E. NEW ROLLER. AND CATCH LATCHSET 1 EA. NEW CONCEALED OVERHEAD DOOR STOP 1 SET EA SILENCERS REMARKS 1. MATCH HARDWARE ON EXIST. STOREFRONT DOORS AT LOBBY —HDWR. PROVIDED BY DOOR SUPPLIER. GENERAL NOTES NOTES DESIGNATED WITH "8 /5" REFER A EXISTING BUILDING STANDARDS PER THE SPECIFICA TIONS. FIELD VERIFY ALL EXISTING HARDWARE FOR MANUFACTURER, STYLE Ac FINISH, NP. B. DOOR FRAME OPENING TO BE HELD A MIN. OF 4 FROM ADJACENT WALL, TYPICAL, UNLESS DIMENSIONED OR NOTED OTHERWISE. ODOR CLOSER TO BE MOUNTED ON TENANT SIDE OF DOOR. SIDE CLOSERS TO BE VISIBLE FROM CORRIDOR SIDE OF DOOR, TYPICAL. D. VERIFY COLOR OF SMOKE SEALS WITH ARCHITECT, TYPICAL. WHERE DOOR KEY DICATES A DOOR CLOSER THE HINGES ARE TO IN BE OF THE BALL BEARING TYPE. TYPICAL. F. THESE HARDWARE GROUPS ARE TO BE USED AS GUIDELINES FOR INTENT, MANUFACTURER AND STYLE PURPOSES. THE HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR SUBMITTING A COMPLETE HARD— WARE SCHEDULE INDICATING MANUFACTURER AND PRODUCT NUMBERS WITH COMPLETE CUT SHEETS FOR REVIEW AND APPROVAL BY THE ARCHITECT 0 1064 AWe Co GENERAL NOTES SEE MECH.. & ELEC. FOR AODMONAL INFORM, ION • SEE SHEETS T -20 TO 1I -23 FOR INTERIOR =ELEVATIONS 0. SE MEC11950AL /ELECTRIGAL FOR /90001001 :•'-ORMA.TION DIMENSIONS ARE TO FACE OF METAL FRAMING UNLESS OTHERWISE 9050. NORTH /SOUTH OIMENSON LINES TERMINATE AT THE NORTH FACE OF FRAMING. EAST/WEST DIMENSION LINES TERMINA = AT THE VEST FACE OF FRAMNG. SE STRUCTURPL WHERE INDICATED FOR ADDMONAL INFORMATION.. 5. DIAGONAL EXITING DISTANCE BETWEEN STAIRS T AND 2 . REQUIRED BY UBC CHARIER TO WAS REDUCE BY THE MDTNON OF HIGH CAPACty, OUICK RESPONSE .RINKLER HEADS IN ADDITION TO .0. AND TEMPE,TUR?E DETECTORS. SEE 4/11 —T5 FOR TYPICAL INTERIOR WALL I 6RMJNG DETAILS_ T. SEE 3/11-15 FOR LOADED INTERIOR WALL LATERAL BRACING. COORDINATE W/ OWNER LOCATION CF BOOKSHELVES /ET'' ON WALLS. a. SEE 14/G -17 AND RCP'S FOR WALL BRACING AT LIGHT FIXTURES. FLOOR PLAN NOTE KEY SEE MECH. & ELEC. FOR ADDITIONAL INFORM,TION SEE SHEETS TI -20 TO 1I -23 FOR INTERIOR ELEVATION, SEE 20/71-15 FOR TYPICAL INTERIOR WALL/CURTAIN WALL INTERSECTION. O SEE 14/R —i6 FOR TYPICAL COLUMN /CURTAIN 'M'ALL INTERSECTION. O LINE OF EXISTING OPENING IN FLOOR 5T CLOSE OPENING BY MATCHING ADJACENT CONSTRUCGO. SEE STRUCT. SEE 1/II -16 FOR TYPICAL PILASTER DETAILS. SEE INTERI0 ELEVATIONS /FINISHES. O SEE 5/0 -17 1 9 070680. 1990000 DETAILS A- 9006E' SE INTER'OF �TLypTIGNS AND FINISHES. 0 SE 8., -17 FOR TYPICAL COAT R00 AND SHELF DETAIL O SEE 18/11 -16 FOR TYPICAL "COLUMN" AND RE 7TE COMBINATION AT CASEWORK O SEE 13/O -17 FOR DEPRESSED SUB AND WALK —OFF MAI [OWL O EXISRNG ANODIZED ALUMINUM STOREFRONT DOORS. O ,PROXIMATE LOCATION OF ELECTRICAL PANELS WiTHAN 8" MIL STUD WALL —SEE ELECTRICAL O SEE i8/H -24 FOR ELEVATION AT KITCHEN CASEWORK O SEE 67/11 —i7 FOP. WHETEEOARD DETAILS. CEN5:,R ON WALL AS SHOWN. O SE 20/11 -17 FOR INTERIOR WINDOW DETAILS. O PROVIDE SOUND W., FRAMING AROUND EXIS. RAIN LEMER. O SEE 10/11 -17 FOR TUNNEL CONSTRUCTION WALL SECTION AT FILE STORAGE ROOM (255, 8 10" DOOR NOS. 114a, 114b, AND 224 — 20 MIN. RATINI SCALE: 1/, _ —0 F I R S F L O O R P L A Scale: 1/8" = 1' DOOR KEY KEY HDWR. .""-\ U.L. ASSEMBLY RATING IN MIM1'. REMARKS 45 DR. N0. DR. TYPE DOOR SIZE A. NEW 3' -0" X 8' -E B. NEW 3' -0" X 8' -0" C. NEW 3 -0 X 8' -6" PAIR D. NEW i -9 X 8' -6 PAIR E. EXISTING 3' -0" X e' -0" E2. EXISTING 3' -0" X 8' -0 PAIR DOOR TYPE (LABEL AS NOTED) SMOOTH HARDBOARD FACE DOOR (SEA FINISH SPECIFICATIONS) MEDIUM. STILE ALUMINUM STOREFRONT DOORS MATCH EXISTING STOREFRONT DOOR FINISHES. (SEE FINISH SPECIFICATIONS) 1 3/4" S.C. METAL DOOR (SEE FINISH SPECIFICATIONS) D. SAME AS i A' WITH LITE E. EXISTING DOOR F. SAME AS TYPE 'A' WITH VENT LOUVER. FRAME TYPES (LABEL AS NOTED) NEW WD. DOOR FRAME W/ WOOD STAIN FINISH TO MATCH DOORS. (SEE FINISH SPECIFICATIONS) 2. NEW WD. DGOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) 3. NEW H.M. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATONS) 4. NEW ALUM. STOREFRONT DOOR FRAME W/ ANODIZED FINISH TO MATCH EXIST. HARDWARE GROUPS A. NEW INTERIOR PASSAGE: t.5 PAIR NEW B/S 6JTi5 1 NEW MORTICE L4TCHSET NEW C ONCEALED OVER4EA0 DOOR SIGs NEW SMOKE SEAL B. NEW INTERIOR LOCKING: 1.5 PAIR NEW B/5 BUTTS 1 NEW B/S MORTICE LOCKSET NEW CONCEALEC OVERHEAD DOOR STOP NEW SMOKE SEAL C. NEW INTERIOR PASSAGE W/ CLOSER: .5 PAIR NEW B/S BUTTS NEW MORTICE LATCHSET NEW CONCEALED OVERHEAD DOOR STOP NEW SMOKE NEW C!ASER SEAL D. NEW INTERIOR LOCKING W/ CLOSER: 1. PAIR. NEW B/S BUTTS NEW MORTICE LOCKSET NEW CONCEALED OVERHEAD DOOR STOP NEW SMOKE SEAL NEW CLOSER E. EXIST: HARDWARE NEW INTERIOR LOCKING RESTROOM 1.5 PAIR NEW B/S BUTTS 1 NEW PRIVACY LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP I NEW SMOKE SEAL G. NEW STOREROOM LOCK 1.5 PAIR NEW B/S BUTTS NEW MORTICE STOREROOM '_OCKSET 1 NEW CONCEALED OVERHEAD ODOR STOP H. NEW CLOSET WTCHSET 1.5 EA PAIR NEW BiS BUTTS 1 EA. NEW ROLLER AND CATCH LATCHSET EA NEW CONCEALED OVERHEAD DOOR STOP 1 SET EA SILENCERS REMARKS 1. MATCH HARDWARE ON EXIST. STOREFRONT DOORS AT LOBBY -HDWR. PROVIDED BY DOOR SUPPLIER. GENERAL NOTES A NOTES DESIGNATED WITH ° 3 /S" REFER TO EXISTING BUILDING STANDARDS PER THE SPECIFICATIONS. FIELD VERIFY ALL EXISTING HARDWARE FOR MANUFACTURER, STYLE & FINISH, PEP. B. DOOR FRAME OPENING TO BE HELD A MIN. OF 4 FROM ADJACENT WALL, TYPICAL, JN:ESS DIMENSIONED OR NOTED OTHERWISE. C. DOOR CLOSER TO BE MOUNTED ON TENANT S1DE OF DOOR. NO CLOSERS TO BE VISIBLE FROM CORRIDOR SIDE 0= DOOR, TYPICAL. D. VERIFY COLOR OF SMOKE SEALS WITH ARCHITECT, TYPICAL. WHERE DOOR KEY INDICATES A DOOR CLOSER THE HINGES ARE TO BE OF THE BALL BEARING TYPE, TYPICAL. E THESE HARDWARE GROUPS ARE TO BE USED AS GUIDELINES FOR INTENT, MANUFACTURER AND STYLE PURPOSES. THE HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR SUBMITTING A COMPLETE HARD- WARE SCHEDULE INDICATING MANUFACTURER AND PRODUCT NUMBERS WITH COMPLETE CUT SHEETS FOR REVIEW AND APPROVAL DY THE ARCHITECT. i NEW SMOKE SEAL NEW CLOSER FRAME TYPE DR. S1ZE One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 GENERA._ NOTES SEE MECH. & ELEC. EDR ADDITIONAL : NFORMATION SEE ME:- +GAL FT, DD TeNAL MA DIMENSIONS ARE C FACE OF VEAL FRAMING EIS OT,ERWISE NOTED. NORTH / D T DIMENSION [W ES TERMINATE Ai THE NORTH FACE 0: FRAkI.`:G. DIMENSOid LINES TERMINATE A: THE FRAMING. SEi STRUCTURAL WNERF NDICAiED FOR ADDITIONAL INECRMADON. 5, 0.0N, EXiGNG DISTANCE BETWEEN STAIRS, AND 2 AS REQUIRED BY JET CHAR 1D W. REDUCED BV THE AMMON OF HIGH CAPACITY, QUICK RESPONSE SPRINK!E< HEADS IN ADDITION TO SMOKE AND TEM: ,RAPJRE DETECTORS, s. SEE 4,/3 -75 FOR TYPICAL INTERIOR WALL LA AAL BRACING DETAILS- z_ SEE 3/TI -T5 FOR LOADED INTERIOR WALL LATERAL BRACING COORDINATE W/ OWNER LOCATION OF BOOKSHELVE.. EETC ON 'MALL x T4 /Ti 17 AND RCP 'S FOR WALL BRACING AT LIGHT �XTURES. FLOOR PLAN NOTE KEY SEE MECH. & 9.C. FOR AMMON, INFORMATION SEE SHEETS P. -20 TO 1 -23 FOR INTERIOR ELEVATIONS USES 20ri -15 FOR TYPICAL INTERIOR WALL/CURTAIN WALL !NTERSECTICN. zO SEE ERSECP. 4/TI - TYPO, TYPO, t6 FOR T COLUMN /C'DRTAIN WALL INT LINE OF EXISTING OPENING IN FLOOR S:AB. CLOSE OPENING BY MATCHING ADJACENT CONSTRUCTION. SEE STRUCT. %SEE R FOR ICAL PILASTER ORALS- SEE INTERIOR ELEVATIDPIS / FINISHES. TY' O ,C F 5/T -1' QR 'TPICAL rIA:.ER DETAIL A? CORNERS E IMERIF. ELEV4ri0N5 AND FINISHES. O SEE +.: R -17 FOE TYPICAL COAT ROD AND SHELF DEALS. \'J- -SEE 19/T! -0R TYCAL "COLUMN AND RECITE COMBINATION i6 A r CASEWOPIRK_ SEE i3 /TI -.7 FOR DEPRESSED SLAB AND W. -OFF MAi DETAIL `EXISTING ANODIZED ALUMI MUM STOREFRONT DOORS. APPROXIMATE LOCATION OF ELECTRICAL PANELS WITHIN 6" MT.. S'D WA:1 -SEE ELECTRIC/V- C): SEE 18/TI -24 FOR ELEVA0ON AT KITCHEN CASEWORK. e SEE 6.7/3 -17 FOR WRREDOARD DETAILS. CENTER ON NAB AS SHOWN e SEE 20/11-1 FOR INTERIOR WINDOW DETAILS. °ROVIDE SOUND 1,, FRAMING AROUND EXIST. RAIN LEADER SEE 10/G -17 FOR TUNNE GDNS :JOON WALL SECTION AT FILE STORAGE ROOM (255) . 10" DOOR NOS. 114c, I I A- , AND 224 - 20 MIN. .RATING. NOTE: GLASS PANEL SIZE IS NOT TO EXCEED 1,296 50. IiNC,S. S E C O N D F L O O R P L A N _.. -1/4" WIRE GAS, ",.., •' Scale: T; 6 _ .._0.. SCOPE OF WORK 1 UVV f IXC KEY HOW R. ROUP G-, 4 �RA TINASSN DR, NO. ,-FRAME TYPE DR. TYPE ` DR. SIZE DOOR SIZE A NEW 3' -0" X 8' -6" B. NEW 3' -0" X 8' -0" C. NEW 3' -0" X E' -6" PAIR D. NEW 1' -9" X 8' -6" PAIR E. EXISTING 3' -0" X 8' -0" E2. EXISTING 3' -0" X 8• PAIR DOOR TYPE (LABEL AS NOTED) i 3/4" S.C. SMOOTH HARDBOARD FACE DOOR (SEE F INISH SPECIFICATIONS) B. MEDIUM STILE ALUMINUM STOREFRONT DOORS MATCH EXISTING STOREFRONT DOOR FINISHES. (SEE FINISH SPECIFICATIONS) C. 1 3/ S.C. METAL DOOR EEE FINISH SPECIFICATIONS} D. SAME AS 'A' WITH MITE E. EXISTING DOOR F. SAME AS TYPE 'A' WITH VENT LOUVER FRAME TYPES (LABEL AS NOTED) 1. NEW WD. DOOR FRAME 'N/ WOOD STAIN FINISH TO MATCH DOORS. (SEC FINISH SPECIFICATIONS) 2. NEW WD. DOOR FRAME W/ PAINT FINISH, (SEE FINISH SPECIFICATIONS) 3. NEW H.M. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) NEW ALUM STOREFRONT DOOR FRAME W/ ANODIZED FINISH TO MATCH EXIST. HARDWARE GROUPS A NEW INTERIOR PASSAGE: 1.5 PAIR NEW 8/5 BUTTS NEW MORTICE tATCHSET NEW CONCEALEC WERHEAp DOOR STOP 1 NEW SMOKE SEAL B. NEW INTERIOR LOCKING: 1.5 PAIR NEW 0/S BUTTS 1 NEW B/S MORTICE LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL C. NEW INTERIOR PASSAGE W/ CLOSER: 1.5 PAIR NEW B/5 BUTTS 1 NEW MORTICE LATCHSET NEW CONCEALEC OVERHEAD DOOR STOP 1 NEW SMOKE SEAL 1 NEW CLOSER 0. NEW INTERIOR LOCKING W/ CLOSER: REMARKS 1.5 PAIR NEW B/5 B Nl4 MORTICE LOCK SET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE EAL S 1 NEW CLOSER EXISTING HARDWARE NEW INTERIOR LOCKING RESTROOM 1.5 PAIR NEW B/S BUTTS 1 NEW PRIVACY LOCKSET NEW CONCEALED OVERHEAD DOPR STOP NEW SMOKE SEAL G. NEW STOREROOM LOCK 1.5 PAIR NEW 3/S BUTTS 1 NEW MORTICE STOREROOM LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP i NEW SMOKE 1 NEW CLOSER SEAL NEW CLOSET LATCHSET 1.5 EA. PAIR NEW 5/S BUTTS 1 EA. NEW' RO AND CATCH LATCHSET 1 SE NEW CONCEALED OVERHEAD DOOR STOP 1 SET EA SILENCERS 1. MATCH HARDWARE ON EXIST. STOREFRONT DOORS AT LOBBY -HDWR. PROVIDED BY DOOR SUPPLIER_ GENERAL NOTES A- NOTES DESIGNATED WITH "13/5" REFER TO EXISTING BUILDING STANDARDS PER THE SPECIFICATIONS. FIELD VERIFY ALL EXISTING HARDWARE FOR MANUFACTURER, STYLE & FINISH, TIP_ 9. DOOR FRAME OPENING TO BE HELD A MIN. OF < FROM ADJACENT WALL, TYPICAL, UNLESS DIMENSIONED OR NOTED OTHERWISE. C_ DOOR CLOSER TO BE MOUNTED ON TENANT SIDE OF DOOR. TE CLOSERS T O BE VISIBLE FROM CORRIDOR SIDE OF DOOR 1'!PICA. D. VERIFY COLOR OF SMOKE SEALS WITH ARCHITECT, TYPICAL WHERE DOOR KEY INDICATES A DOOR CLOSER HE HINGES ARE TO BE OF THE BALL BEARING TYPE, TYPICAL. F. THESE HARDWARE GROUPS ARE TO BE USED AS L FOR IN, MANUURER N STYLE URPOSES. THE H SUPPLI SHA D BE RESPONSIBLE FOR SUBMITTING A COMPLETE HARD- WARE SCHEDULE INDICATING MANUFACTURER AND PRODUCT NUMBERS WITH COMPLETE CUT SHT FOR RNIEW AND APPROVAL BY THE ARCHIT . 5 0 0 AF .ITCwreR UENEKAL INUItJ SEE MECH. & ELEC. FOR ADDITIONAL INFORMATION SEE SHEETS G -20 TO TI -23 FOR INTERIOR E ATIONS I . SEE SHEETS TI -20 TO 11-23 FOR INTERIOR ELEVATIONS. 2. SEE MECHANIC% /ELECTMCAL FOR ADD:TONAL INFORMATKIN. J. DIMENSIONS ARE TO FACE OF METAL FRAMING UNLESS OTHERWISE NOTED. NORTH /SOUTH OMENSON UNES�� TERMANAIE Al THE NOT FADE OR OF FRAMING. EAST/WEST DIMENSION LINES TERMINATE AT THE WEST FACE OF FRAMING. a. SEE STRUCTURAL WHERE INDICATED FOR ADDMONAL MFORMATXIN. s. DIAGONAL MING DISTANCE BETWEEN STN. 1 AND 2 AS REQUIRED BY U6C CHAPTER 10 WAS RF.71UCED BY THE ADDITION OF HIGH CARROTY. CU. RESPONSE SPRINKLE, HEADS IN ADDITION TO SMOKE AND TEMPERATURE DETECTORS. FLOOR PLAN NOTE KEY SEE MECH.. & ELEC.. FOR ADDITIONAL INFORMATION SEE SHEETS TT-20 TO TI -23 FOR INTERIOR ELEVATIONS O SEE RSECTION. 20/ FOR TYPICAL INTERIOR WALL/CURTAIN WALL INTE SEE 10/D -16 FOR TYPICAL COLUMN /CURTAIN WALL INTERSECTION. LINE OF EXISTING OPENING IN FLOOR SUB CLOSE OPENING BY MATCHING ADJACENT CONSTRUCTION. SEE STRUCT. O SEE 1/TI -16 FOR TYPICAL PILASTER DETALS. SEE INTERIOR ELEVATIONS /FINISHES. (3' g S 5 - OR TYPICAL PILASTER DETAll0 AT CORNERS - S IMEIOR 17 F ELEVATKNS PND FINISHES. O SEE 8/T1 -11 FOR TYPICAL COAT ROD AND SHELF DETAILS: O SEE 18/TI -16 FOR TYPICAL "COLUMN" AND REESE OMBINAAON AT CASEWORK. O NOT USES O 5615T', ANODIZED ALUMINUM STOREFRONT DOORS. <o APPROXIMATE LOCATION OF ELECTRICAL PANELS WHIN 6" MTL STUD WALL-SEE ELECTRICAL O SEE 16/TI -24 FOR ELEVATION AT KITCHEN CASEWORK O SEE IL AS S 6 SH N . FOR WHITEBOARD DETALS. CENTER ON WA O SEE 7/11-18 FOR INTERIOR WINDOW DETAILS O PRO'ADE SOUND WALL FRAMING AROUND EXIST. RAIN LEADER 8 "1G" PROJECT NAME: SEGALE BUSINESS PARE CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5511 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA 1/4" W1RE GLASS. NO: G[ASS PANEL SIZE TE IS NOT TO EXCEED 1,296 50. INCHES. DOOR NOS. 114a, 114b, AND 224 — 20 M N_ RATING. SCALE: 1/4" = 1' -0" F I R S T F L O O R P L A N Scale: 1/4" = 1' -0" North OFFICE zee iA OFFICE, 245 $ -IC T/ 7 -9 1/2" LUNCH ROOM 228 OFFICE ' 218 STORPGE OFFICE' 1 227 PRIVATE LUNCH ROOM —4 -7" FIELD VERIFY, NOTIFY ARCH. IF LESS < N- s $UPPLYN /� - �I 6 r ( .s - - n trinwomil OFFICE OFFICE 256 OFFICE 256 KEY . .SEBLY REMA GROUP •� � —�L iING ASM IN MIN. DR. NO. 700 —FRAME TYPE DR. TYPE � DR. SIZE DOOR SIZE A. NEW 3 -0" X 8' -6" B. NEW 3 - -0" X 8' -0" C. NEW 3 -0 X 8' -6" PAIR D. NEW 1 -9" X 8' -6" PAIR E. EXISTING 3' -0" X 8' -0" E2. EXISTING 3 - -0" X 8' -0" PAIR DOOR TYPE (LABEL AS NOTED) A. 1 3/4" S.C. S MOOTH HABOARO FACE 7O7C" (SEE FlNISH SPECIFICATIONS B. MEDIUM STILE ALUMINUM STOREFRONT DOORS MATCH EXISTING STOREFRONT DOOR FINISHES. (SEE FINISH SPECIFICATIONS) C. 1 3/4" S. C. METAL ODOR ( SEE FIN SPECIFICATIONS) D. SAME AS 'A' WITH LITE E. EXISTING DOOR F. SAME AS TYPE "A' WITH VENT LOUVER. FRAME TYPES (LABEL AS NOTED) 1. NEW WD. DOOR FRAME W/ WOOD STAIN FINISH TO MATCH DOORS. (SEE FINISH SPECIFICATIONS) 2. NEW W0. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) 3. NEW H.M. DOOR FRAME W/ PAINT FINISH. (SEE FINISH SPECIFICATIONS) NEW ALUM. STOREFRONT DOOR FRAME W/ ANODIZED FINISH TO MATCH EX15T. HARDWARE GROUPS A. NEW INTERIOR PASSAGE: 1.5 PAIR NEW 8/5 BURS 1 NEW MORTICE LATCHSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL B. NEW INTERIOR LOCKING: 1.5 PAIR NEW 8/S BURS 1 NEW B/S MORTICE LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL C. NEW INTERIOR PASSAGE W/ CLOSER: 1.5 PAIR NEW B/5 BUTTS 1 NEW MORTICE LATCHSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL 1 NEW CLGSER D. NEW INTERIOR LOCKING W/ CLOSER: 1.5 PAIR NEW B/5 BUTTS NEW MORTICE LOCKSET 1 NEW CONCE%ED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL 1 NEW CLOSER E. EXISTING HARDWARE F. NEW INTERIOR LOCKING RESTROOM 1.5 PAIR NEW 54S BUTTS 1 NEW FRIVACT LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP NEW SMOKE SEAL 6. NEW STOREROOM LOCK 1.5 PAIR NEW B/S BUTTS 1 NEW MORTICE STOREROOM LOCKSET 1 NEW CONCEALED OVERHEAD DOOR STOP 1 NEW SMOKE SEAL 1 NEW CLOSER H- NEW CLOSET LATCHSET 1.5 EA PAIR NEW 8/S BUTTS 1 EA NEW ROLLER AND CATCH LATCHSET 1 EA NEW CONCEALED OSLRHEAD DOOR STOP 1 SET EA. SILENCERS REMARKS 1. MATCH HARDWARE ON EXIST. STOREFRONT DOORS AT LOBBY -HDWR, PROVIDED BY DOOR SUPPLIER. GENERAL NOTES NOTES DESIGNATED WITH - B S REFER T EXISTING BUILDING STANDARDS PER THE SPECIFICATIONS. FIELD ACTUR ALL EXISTING HARDWARE FOR MANUFACTURER. STYLE & FINISH. NP. B. DOOR FRAME OPENING TO BE HELD A MIN. OF 4 FROM ADJACENT WALL. TYPICAL, UNLESS DIMENSIONED OR NOTED OTHERWISE. C. DOTER CLOSER TO BE MOUNTED ON TENANT SIDE OF DOOR. NO CLOSERS TO BE VISIBLE FROM CORRIDOR SIDE OF DOOR, TYPICAL. D. VERIFY COLOR OF SMOKE SEALS WITH ARCHITECT, TYPICAL. E. WHERE DOOR KEY INDICATES A DOOR CLOSER THE HINGES ARE TO BE OF THE BALL BEARING TYPE. TYPICAL. F . THESE HARDWARE GROUPS ARE TO BE USED AS GUIDELINES FOR INTENT, MANUFACTURER AND STYLE PURPOSES. THE HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR SUBMITTING A COMPLETE HARD- WARE SCHEDULE INDICATING MANUFACTURER AND PRODUCT NUMBERS WITH COMPLETE CUT SHEE15 FOR REVIEW AND APPROVAL BY THE ARCHITECT. PEWAITCMTER SEE MECH. A: ELEC. FOR ADDITIONAL INFORMATION SEE SHEETS 11 -20 TO TT -23 FOR INTERIOR ELEVATIONS 1. SEE SHEETS D -20 TO TI -23 FOR INFERIOR ELEVADDlS SEE MECHANIC,% ELECTRICAL FDR AOIXMOWL MIFORIAIIDE. 3. DIMENSIONS ARE TO FACE OF METAL FRAMING UNLESS OTHERWISE NOTED. NORM /SOUTH DIMENSION LINES /�� TERMINATE AT THE NORTH FACE OF NAM_ EAST/WEST IXGENSION UNES TERMINATE AT THE WEST FACE OF SEE STRUCTURAL WHEN INDICATED FOR AMMON. INFORMATION_ s. DIAGONAL WANG DISTANCE BETWEEN STARS T AND 2 AS REQUIRED BY UBC CRAFTER TO WAS REWf..,`^ BY THE ADDMION OF HIGH CAPACITY, QUICK RESPCM. SWIE110FR HEADS IN ADOMION TO SMOKE AND TELPERARRE DETECTORS. FLOOR PLAN NOTE KEY SEE MECH. & ELEC. FOR ADDITIONAL REFORMATION SEE SHEETS 11-20 TO D -23 FOR INTERIOR EEVATIONS G SEE 20/T -15 FOR TYPICAL INTERIOR W8LL/CURTAN WAIL INTERSECTION. sEE 14/TI -16 FOR I PICAL i OLUNN /CURTAIN WALL INTER.CUON, O.E OF COSTING OPENING IN FLOOR SIR. CLOSE OPENING BY MATCHING ADJACENT CONSTRUCTION. SEE STRUCT. O SEE 1/'-16 FOR TYPICAL PILASTER DETAILS SE INTERIOR ELEVATIONS /FlNLSHES. SEE 5/T! TPoL PS DETAILS AT CORNERS. SEE INTERIOR -17 FOR FIFVA AND ILA FI NISHES O SEE 8/D -17 FOR 0TPICAL COAT R00 ANC SHELF . O SEE 18/'1-16 FOR T(PICAL "COLUMN" AN0 REUTE �OMBINARON AT CA SEWORK. ()NOT USED. O 0X05080 ANODIZED ALUMINUM STOREFRONT DOORS. ® APPROXIMATE LOC:OON OF S CTRICAL PANELS WITHIN 6" STUD WAU SEE ELECTRICAL_ 'O' SEE 18/TI 24 FOR ELEVATION AT KITCHEN CASEWORK ® SEE 5.7/TI -17 FOR WHREB0ARD DETAILS CENTER ON riAL a5 SHOYM. JSEE 7/11 -18 FOR INTERIOR WINDOW DETAILS. ® PROVIDE SOUND WALL FRAMING AROUND EXIST. RAIN :FADER. 8" 1 G" DOOR NOS. 11 114U, AND 224 - 20 IN. RATING. - - -1/4' WIRE GLASS. NOTE. GLASS PANEL SIZE IS NOT TO IXCEEO 1,296 S0. INCHES, S E C O N D F L O O R P L A N PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00 -981 -05 ADDRESS: 5811 SEGALE PARIS DRIVE "C' BLANE"ET PERMIT NUMBER: 00- 002 -BPA 08 -07 -2001 ARCHITECTURE PLANNING INTERIOR ARCHITECTURE DATE Stale: 1/4 = 1 -0" North EXIT WIDTH: 36 11611100111 x115\ ug 8111 0 ues inro 2+ IEr acoswarts not Flows MOVED 116 Em0 OCC SONS ODER mNtEt6 a (D27 - arpor ROL SCOPE OF WORK EXtT —1— ! ...MIT CENTER F I R S T F L O O R CODE COMPLIANCE PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00,81 -05 ADDRESS: 5811 SEGALE PARK DRIVE " C" BLANKET PERMIT NUMBER: 00- 002 -BPA North S E C O N D F L O O R CODE COMPLIANCE PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT M7MBER: 00- 002 -BPA North STAIR 2 Orr,_ HALL 11041 ffff1111 1 N' I� � H OWER' 18 33 5 Omni "ill EXERCISE 11061 ill ISM EN El •Mll MI II Architects RICHARD i O �•' srATC aF Asxewtw 08 -07 -2001 FINISH PLAN CARPET PLAN TYP. JUNCTION CONDITION 2D SCOPE OF WORK I\ 8 16 CEO 1 GEO - V • RLA$RR OR METAL REDUCER S1RP DOOR A SOLIED 0 CENTERLINE UNBFR DOOR. RFESE kWai. LAM ' ILALF F -S )9B. 1FFFRO HD F O -S CODI�AIE WITH PANG HARDWARE PE00RED WMX OFF WT. SEE FINISH SCHEDULE FOR 5PECfrAnot . �111111111111�IUII Ifllll�llllllll� L- CONCRETE FLOOR F IIVIOG OrC.. L,UINIIINUCU 1- cast= CONCRETE FLOOR TRANSITION THRESHOLD CONC / CARPE SCALE. FULL RUBBER OR IETAL REDUCER SIRP 46TM100 0 CEMIBd6E LACIER DOOR SHEET VINYL OR VCT COMP TLE SEE PLAN. Q DOOR TACKSTR P CARPET WITH INTEGRAL BACKING EXISTING CONCRETE FLOOR One Paragon Plaza ruNi3rT Jr Ci... 'vVIV 1iiVVLV CAT' O6 TIIKHIA 4065095 OCT t 0 2001 AS NOTED ggflLOR ;G DNnSlON 6720 Regents Boulevard West Tacoma, Washington 98466 ARCHITECTURE PLANNING INTERIOR ARCHITECTURE F I R S T F L O O R FINISH PLAN PROJECT NAME: SEGALE BU'SIN'ESS PARE CORPORATE OFFICES JOB NIMBER: 00 -951 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00. 002 -SPA Scaler 1/4 = , -0 .L _ 7 North FLOORS NOTE ALL CARPET TO BE DOUBLE STICK METHOD OR PRESTIGE PLUS ATTACHED CUSHION METHOD PER CE RtACfOR DECISION. - 21 CARPET •1 (MANY PLASTIC LAMINATE 40 P_IASJC_1 NAA18 TE AE711�A,a1U7tE(t FS7RMIG S1Yl£ /COLOR 7014 -58, COLORADO SLATE 41• PIASTK: LAMRNTE MANUFACTURE. BENTLEY QUALITY: RHYINUM a BLUES COLOR: CUSTOM 116880/002 CONTE.. WPC. AARON LEGACY aT NYLON YARN WEGT: 34 OL PRE HEIGHT: .218.-.281- CONTACT: ANTHEA KAPPOS. 206.729.7745 �MARUFACN MANUFACTURER: FORMICA SME /COLOR 7267 -58 CONCRETE HATE: P -TAM LOCATED AT RECEPTION WORHSFC., 30' H CABINET 42 A SrYI(SONANT sIYLE/cotDR NATURAL Timis 4669 - 43. PLASTIC LAIRHATE BfNR� QUALITY: WKGS ROM KR42 COLOR 829 TEAKWOOD CONTENT: DUPONT AARON LEGACY AMON YARN WEIGHT: 42 OL FILE HE....343 CONTACT: MTH. KAPPOS, 208.729.7745 23.CA7 /S RDEN (BO 466605 IMNUFACNRER: NEVAAR TR -5-1T. VERDANT TB. . 1.6.NG STOCK REPORTED TO BE IN PORTIA.. NOTE LAINATE ON PAMMONS • MEN. LOCIOR RM. 44, PLASTIC LAMINATE MANUFACTURE. NEVANMt ES -5-1T, ALPINE ESSENCE 6 WOMEN NOTE P6690 a COUNTER TOPS IN WOMEN LOCKER R1& u' 1783 -60 BRUNE SLATE NOTE CM WALLS O ELEVATOR . 46 PIASfiC {AMINA7E WW RER BENTLEY OUMIIY: KINGS ROM KR42 COLOR: 529 BURLWOOD CONTENT: HT: 42 MORON LEGACY NYLON YARN WEIGHT: 42 OL PILE HOC.: .3. CONTACT. ANM EA KAPPOS, 206.728.7745 24. I4 (.N MANUFACTURER LAMINART 50240 RUSFiC COSMOS LOCATED O OFFICE a COFFEE EMIT 47- PLASTIC LAMWATE QUALITY: KINGS ROW KR428 COLO. 614 SILK CONTENT: DUPONT MORON LEGACY NYLON YARN WEIGHT. 42 OL FILE HEIGHT: .343 CONTACT: ANTHFA KAPP.. 208.729,45 MNiUFACTUAER: FORM'�OIF1! Tai ICA 7216 -56 5 48. RAMC C LAMINATE MANUFACTURE. FORMICA 7216 -58, SIENNA TERRA NOTE A WMMII7E ON PARTITIONS O TEN'S F. Hg. IALLRIAT 25 $RRPFT /5 MANUFACTURE. PACIFIC QUEST ago, NOSTALGIA NO -55510 COLOR ROGERS CONTENT: DUPONT MORON LEGACY 6.8 NYLON YARN WEIGHT: 36 OZ FILE HUG. 281 AVERAGE CONTACT: JUW GUTT, 208.706.3952 28. uLASTiC CIt1RER: L PUMA D437 -60 FA CASING 50. PANTED METAL COI OR BY OWNER. 1 14 o 561 21 111* 2 D C 5 yaa� y /i h hp 1 a a 1 1 g y6W i d W n ti 3 OUA UF PATCRM7 UW. iL1 7408 QUALITY: INTUITIVE LO COR 103 03 NR CONTENT: 10076 F UL VIP CONTINUOUS uous FILAMENT NYLON O PARR T: .287 81 Z PILE HEIGHT: -. CONTALT: JEFF GALLOON, 206.7305288 29. WALK OFF WT COLOR FRAME-BLACK CARPET-ESPRESSO VA.: FULL WIDTH SPACE REFER 70 ARCH. DRAWING. CONTACT: RIB COMPANY, 425.455.5044 30 STILE/COLOR: MARLLORETIE 121 -58 WIE R1: 200 CM THICIQIES5: 25 MM CONTACT: ARCHITECTURAL DIRECTIONS 425.861.5595 31.CFRA16 TBE 51. STAINED IMP, ENTRANCE VES118ULE- LOWER FLOOR DOORS 52. PANTED METAL BY OWNER 1 53. OOQTS�TO SPACE SETA EE 54. taUMLNCE FRAME DOOR a FRONTS METAL / STAN BRONZE COUNTERTOP & EDGE, CABINET 56. S/661). r_ce Err_ COUNTERTOP 0 MEALS LOCKER ROOM. 57. FIMI c a M O CENTER COUNTER LOCATED IN ENTRANCE LOBBY. MANUFACTURE META MARBLE OPRA FANTASTICO NOTE APPROX: 8' DEEP, Mr H 58. 52DIE MAPLE O. CARNET LOCATE) IN ENTRANCE '.. STYLE: KEYSTONE UNGLAZED MOSM65 ROUND TOP BASE MB-58 COLOR D-147 BUFFS.. RANGE TFAGOESS: 2X2 / APPROX. 5' 00010 CONTACT BRBIDA WOLF, 206.7628620 GROUT: NYOROIFNT- OE7.0RUN GRAY 76635 32PORCEEA9N TAE STYE TECHND STONE COLOR TEM THICKNESS: 12'X12' CONTACT: TAMMY MOOIE, 425.251.0575 GROUT: FIEOME SMOKE 33.PORCE0A81 THE STYLE: KEYSTONE UNGAZED M09AGS COLOR 0-104 MOTTLED SANDALWOOD 0400055 YIQ' CONTACT: BRENDA WOLF, 20.7626620 GROUT: HYDROL•NT- JAMOCA 76264 34.11ARBIE THE SOMODEICIRDEIXTVGIARDIF SIYIE /COLOR Ra54 GERONA _ GROUT: HYDROIFN(- JAMOCA 78234 35 TILE OA. a DROPS) LOBB, NOTE CENTER BETWEEN COLUMNS 3' DEEP, 38' H SALE OF CABINET (AREAS OF CABINET) APPROX. 4' DEEP, 3, H. 59.44.L45 MANUFACTURE META MARBLE BRECCIA PERU CE NOTE A CONFERENCE RY LOGIEN, NO BAg6PDSH. SCRIBE TO WALL NOTE B: MARK-MARK) POWDER RM, COUNTERTOP EDGE a BnCI6PLA9N. NOTE R MEWS 0 WOMEN'S RM. COUNTERTOP 0 EDGE NOTE D: MARIO DISPLAY SHELF /CABINET. 60. SOLID SURFACING MMNUFACTLIRE CORM SERA FAMILY, COLOR AURORA NOTE AA LUNCH RM. 61. CANUIE THE MFACTURE META MARBLE GR. GROUT COOT. MA DACCA TIW 76284 NOTE A: CENT. MARBLE RLE O WALL FROM WNNSCOT N IN MEN'S a WOMEN'S 1 . SINKS & RAILS 63. SINKS a WC MANUF.TURER META WARBLE STYLE/COLO. ROSA 9576040 Ste: 1,12 UNE. 4' X 4' DROPS GROUT HYDROImR- IAMOCA 76284 36.10RBLE TILE ( RIS) MANUFACTUER 1 MARBLE S 0E/COW. ROSA 90 GERONA Ste: 4'X12' GROUT: H 242011ENT-WpCA 76284 37.E TILE STYLE/COLO, ROSA GERONA Ste: 12' X 12' GROUT` HYDR01ENT- CFIAMPApE 372 ..CONCRETE SEALED NOTE A WD IENS RM S E ALMOND NOTE e: WOMEN'S LOCKER R RA KOHLER ESWT. 86, PICRIRE RUL STABgD MAPLE 86. META RO TUEARAR SATIN BROW STAIR 2 Orr,_ HALL 11041 ffff1111 1 N' I� � H OWER' 18 33 5 Omni "ill EXERCISE 11061 ill ISM EN El •Mll MI II Architects RICHARD i O �•' srATC aF Asxewtw 08 -07 -2001 FINISH PLAN CARPET PLAN TYP. JUNCTION CONDITION 2D SCOPE OF WORK I\ 8 16 CEO 1 GEO - V • RLA$RR OR METAL REDUCER S1RP DOOR A SOLIED 0 CENTERLINE UNBFR DOOR. RFESE kWai. LAM ' ILALF F -S )9B. 1FFFRO HD F O -S CODI�AIE WITH PANG HARDWARE PE00RED WMX OFF WT. SEE FINISH SCHEDULE FOR 5PECfrAnot . �111111111111�IUII Ifllll�llllllll� L- CONCRETE FLOOR F IIVIOG OrC.. L,UINIIINUCU 1- cast= CONCRETE FLOOR TRANSITION THRESHOLD CONC / CARPE SCALE. FULL RUBBER OR IETAL REDUCER SIRP 46TM100 0 CEMIBd6E LACIER DOOR SHEET VINYL OR VCT COMP TLE SEE PLAN. Q DOOR TACKSTR P CARPET WITH INTEGRAL BACKING EXISTING CONCRETE FLOOR One Paragon Plaza ruNi3rT Jr Ci... 'vVIV 1iiVVLV CAT' O6 TIIKHIA 4065095 OCT t 0 2001 AS NOTED ggflLOR ;G DNnSlON 6720 Regents Boulevard West Tacoma, Washington 98466 ARCHITECTURE PLANNING INTERIOR ARCHITECTURE F I R S T F L O O R FINISH PLAN PROJECT NAME: SEGALE BU'SIN'ESS PARE CORPORATE OFFICES JOB NIMBER: 00 -951 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00. 002 -SPA Scaler 1/4 = , -0 .L _ 7 North I ROOM FINISH KEY & SPECS FINISH SPEC. CONTINUED FINISH SPEC. CONTINUED FINISH SPEC. CONTINUED FLOORS kiii 1 01 1 b 1 114 oT, B 4 0 i . 110 1 ; 1 de op h r k z i 0 1 ii 1 l h 2T.8 go , b 4„ g OW i.%ipir li pliiit Ni 81 $ If '1 1 1 Ici g J lir-Pj (' b 3 1 g h i, ! 11 i 1 1 2 0 1 hri8 Pq h li 1 NOTE: ALL CARPET TO BE DOUBLE STICK METHOD OR PLASTIC LAMINATE 40. PLASTIC yU1WWNNAATE PRESTIGE PLUS ATTACHED CUSHION METHOD PER CONTRACTOR DECISION. MNIUFACTURFIC FORMICA STYLE /CIXDft 7014 -58, COLORADO SLATE 21 LARPFT #1 DMLN) IMNUFACTURER BENTLEY QUALITY: RNYTHUM BUTS 41. X4A MANU FORMICA COR CUSTOM 1166 880/002 COL CONTENT: DUPONT MATRON LEGACY of NYLON STYLE/COL., 7267 -58 CONCRETE NOTE P -LAM LOCATED AT RECEPTION WORKSFC., 30' YARN WEIGHT: 34 OL P. THEA HEIGHT:.2 CONTACT: ANEM 61•' RA KAPPOS, 308 H CABINET 42 IAMINAIE ''. 22 CAMET h (EOROER ACCEN MA /EOL RER: WILSNN STYLE /COUR, NATURAL TIGRIS 4869 -80 MAN UF C OLO. KINGS EGAD IQt42 43. PLASTIC�LAA6HATE COLOR 829 TEAKWOOD CONTENT: T AHIRON LEGACY NYLON 7ERRARL BA STING sr= REPORTED 7R -5-17, V PORT L A BASTING STOCK REPORTED 7D BEM YARN WEIGHT: THF. 42 Z Y H: 42 O H CON EOH 343 CONTACT: NvrHFw KwPOS. 208.729.7746 E LOCKER NOTE: LAMINATE ON PATRONS O YNS LCCIffR NOTE: 44. PLASTIC LAMINATE 23.CIRPET I7 R O.5 MANUFACTURER: NEVAMAR ES -5 -1T, AU NE ESSENCE NOTE I PNiR R RONS 8 00051 TOPS IN WOMEN, LOCKER RM. 1{� NIU�AC�I1R�/t QUALITY: KINGS ROAD KR42 0S 45. PLASTIC LAMINATE COLOR 529 BURLWO0D CONTENT: DUPONT MILTON LEGACY NYLON MANUFACTURE. WILSONAT 1783-80 BRUME SATE NOTE CAB WALLS O ELEVATOR YARN WEIGHT: 42 OZ. PRE HBG*A 3 48.pLA$TC L/J1 INATCONTACT: TT KAPPOS, 208.728.7745 CO NRTFA 24.C66PET H (SQUARE INSETS) 17:117 .9LARIET LWp T 50247 RUSTIC COSMOS LOCATED OFFICE O COFFEE BIB. MANUF BENTLEY 47. p U LAMNN '.. QIIAUTY: KINGS ROAD KR42B COLOR 814 S. CONTEND DUPONT AMR. LEGACY NYLON UFACiUPo:7t EDRMIcA 7219 -58 4RTHEN TERRA. ;;L:9000LTE5: , .729.7745 RA. D437 60 IC WEST ANRVALSOIMRT PUMA QUWTY: NOSTALGA NO -55510 COLOR ROGERS CONTENT: DUPONT MERLON LEGACY GE NYLON YARN WEGHT: 36 OL FILE HEIGHT: .281 AVERAGE CONTACT. JULIA GUT, 206.708:3952 CASING 26ZZr /8 50. PAINTED METAL COLOR BY OWNER. REI, . PATCRAFT QUALITY: SUBLITEML TOO 7408 51. STAINED MAP. ENTRANCE VESTIBULE- LOWER FLOOR COLOR 103 INNTPoE CONTENT: 100% SOLUOA ULTRON VIP CONRNUOUS FILMENI NYLON YARN WEIGHT: 38 OL PILE HEIGHT: .281-.312 CONTACT: JEFF CALM& 208.7305288 DOORS 52 PANTED METAL BY OWNER 29.1VNX OFF MAT 53. DDo0o0msRS TO INTENOR SPACE A MANUFACTURER C/S PFDISISFOAS COLOR FRAME" -BUCK CNREF6PRFS50 SWNEb IIAPIE 54. ENTRANCE FRNIE DOOR N FXTES WIDTH: FULL WROTH SPACE REFER TO ARCH. DRAWING. CONTACT: RfB COMPANY, 425:4555044 METAL / STAN BRONZE 30.UNOLEUM COUNTERTOP & EDGE, CABINET STYLE/COLOR MARRORETTE 121 -58 WpTt 2C0 al 58. STARLESS CHB COUNTERTOP O BENS LOCKER ROOM MMES. 25 IBA CONTACT. ARCHITECTURAL DIRECTIONS 425.8815595 5, 11,501, SLAB O CENTER COUNTER LOCATED IN ENTRANCE LOBBY. 31.CERAMIC TILE MANUFACTURE META MARBLE OPRA FAIR.. O STYLE: KEYS TONE {°GLAZED YOWLS ROUND TOP BASE LB-58 MORE. APPROE 8' DEEP, 36 H 58. 0)...M8E{E 0 CABINET LOCATED IN ENTRANCE COLOR D-147 BIIFFSTONE RANGE 15ICI6ES51 2 / APPROX. 5 1611557 LOBBY' NOTE: CENTER BETWEEN COLUMNS DEEP, 36' H CONTACT. BRENDA WOE, 206.7626820 GROUT: NYD ROMENT- OELORFi N GRAY 78835 61 SDE OF CABINET (AREAS OF cABINFO APPROX. 4" DEEP, Sr H. 32PORCENN TILE 59. MARBLE SLAB VORITITS STN.E TEQINO STONE COLOR TB3E MANUFACTURE: META MARBLE BRECCA PET88CE THICKNESS: 12772° CONTACT. TAMMY MOOR. 425.251.0575 GROUT: FIER. SMOKE NOTE A CONFERENCE RY LOCATION, NO ...PLASH, SCRIBE m WAS NOTE K 80 POWDER RM. COUNTERTOP EDGE NOTE R fRICILSPLASH. PLA4H. 33.POACENN THE NOTE TE YENS 0 WOMEN RM. COUNTETOP 0 DOGE STYLE KEYSTONE UNGLAZED MOSMCS NOTE D: W1Po0 DISPLAY SHELF / CABINET. COLOR D-1. MOTTLED SANDALWOOD THL7OESS: 27(2' CONTACT BRENDA WOE, 206- 7628620 78284 SE SOUR SURFACING GROUT: HYDROYENT -OLOCA MANUFACTURE CORIAN SIEBA FAMILY, COLOR AURORA 34.MARBLE TILE �.- `wtAC NOTE A LUNCH RM. 61. YAR&E TILE s�rl SSE: 12 X 1Y MANUFACTURE: META YIIBLE ROSH GERONA GROUT: HYDRO ENT -AMOOI 78284 35 MARZeI -E TILE (LITER t DROPS) GROUT HYDRO/04T MMOCA 76284 NOTE A: CONT. MARBLE TILE O WALL FROM WAINSCOT IN TENS R WOMEN, RM. MANUFACTURE. META MARBLE STYLE/COLO. ROSA VERONA Ste. 17(12 LINER 4 X 4 DROPS GROUT MDROMBR- JAMOCA 78284 TOE fINSERi5 SINKS & RAILS 63. SINKS & WC 36. MAFZBLE MANUFACTURE. META MARBLE NOTE A WOIENS RIO KOHL FR 0,AOND STDE/COLC. ROSA GERONA SR. 47(12" NOTE A. WEANS LOCKER RM KOHLER BSOUTT. 64- PICNRE RAIL GROUT. HYDROIENT -JA KICA 76264 STAINED MAPLE 65 -METAL ROUND NBUTA 37.E ME STYLE /COLOR ROSA GERONA SATIN BRONZE SZE: 12 X 12 GROUT: HYOROYET -CWWPAGNE 372 36 CONCRETE SEALED CARPET PATTERN DIRECTION ! DZIO Ca m i r \AI nrt-n A !Soo,/ CIKIInlI Ell A \A CARPET PATTERN DIRECTION I NCI SCALE: CARPET PLAN TYP. JUNCTION CONDITION CARPET PLAN TYP. JUNCTION CONDITION SCALE 1/2' =l' -0' CARE C)� SE 0 101 I S E C O N D F L O O R FINISH PLAN PROJECT NAME: SEGALE BUSINESS PART: CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00-00LBPA North o I 111111/1 10 O NM MENIMII -mm_ DD I 11E11 I _ m °F7° 1 x 1 F2 i ®ira l ltil � fll OM C®NM C®]® ® B! : a N■EN � ® .' ° J29� TIP O _ O O O 9 . ' I 1 M O 1 ',' 4 I ® O T SCOPE OF WORK V - e ELECTRICAL FIXTURE KEY REFLECTED CEILING NOTES 1. THESE DRAWINGS SHOW THE LOCATION & CRITICAL DIMENSIONS OF LIGHTING FIXTURES & SUSPENDED T -BAR. ALL DEVIATIONS IN FIXTURE LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR lG INSTALLATION. IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR & THEIR SUBCONTRACTOR(S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. 2. CONTRACTOR TO PROVIDE & INSTALL ALL NEC- ESSARY & CODE REQUIRED PARTITION BRACING. 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. 4. SEE FINISH SPECIFICATIONS FOR SAT TYPE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL, & LIFE /SAFETY SYSTEM WORK. THIS RESPONSIBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BUT SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/S 8' -6" CEILING HEIGHT AND /OR FULL HEIGHT PARTITIONS. 6. ALL MECHANICAL GRILLES AND /OR DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE IN WHICH INSTALLED. (SPRAY APPL'CATION ONLY) ALL ELECTRICAL FIXTURES O 1 -HOUR RATED CEILING ASSEMBLIES TO BE TENTED, TYPICAL. KEY SEE ELECTRICAL DRAWINGS O 24" X 24" FLUORESCENT LAY -IN DIRECT - INDIRECT TROFFER. p 24 X 24" FLUORESCENT LAY -1N DIRECT - INDIRECT TROFFER. m !� X 24" FLUORESCENT SURFACE MOUNTED FIXTURE W/ 125 ACRYLIC PRISMATIC LENS. C.:11 L2 X48 FLUORESCENT SURFACE MOUNTED. FIXTURE W/ _125 ACRYLIC PRISMATIC LENS. 12" X 24" FLUORESCENT WALL WASHER FIXTURE W/ _125 ACRYTJC PRISMATIC LENS - 48" FLUORESCENT SURFACE MOUNTED:STRIP FIXTURE. 0 0 0 0 um m mm 11 cn 0 2000 1350 0 A RECESSED LENSED INCANDESCENT DOWN - LIGHT W/ CLEAR ALZAK REFLECTOR. RECESSED LENSED INCANDESCENT DOWN - LIGHT W/ CLEAR ALZRK REFLECTOR. EMERGENCY EXIT LIGHT /SIGN -ARROW INDICATES DIRECTION OF EXIT_ SMOKE DETECTOR- CENTER ON TILE, SEE FIRE PROTECTION DWGS /SPEC_ SMOKE DETECTOR- CENTER ON TILE, SEE FIRE PROTECTION DINGS /SPEC. FIRE ALARM CONTROL PANEL FIRE ALARM TRANSMITTER DIGITAL KEY PAD /ZONE ANNUNCIATOR EXTERIOR BELL /STROBE HORN HORN /STROBE MMI -HORN BELL INTERIOR STROBE RATE OF RISE HEAT DETECTOR -135 RATE OF RISE HEAT DETECTOR -200 FIXED TEMP_ HEAT DETECTOR -200 FIXED TEMP. HEAT DETECTOR -135 MANUAL PULL STATION WATERFLOW SWITCH TAMPER SWITCH -PN, OS &Y AIR PRESSURE SUPERVISORY GENERAL NOTES: 2 . 3. KEYNOTES: GENERAL CONTRACT, RESPONSIBLE FOR COORDINATING AIL ELECTRICAL FIXTURES AND SWITCHING WIT', OTHER SUB- CONTRACTOR TRADES OE - CASEWORK, MECHANICAL) AND TO NOT, ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK_ THIS ELECTRICAL FIXTURE KEY IS INTENDED TO ^uE USED AS A GUIDELINE FOR INTENT & STYLE PURPOSES ONLY. SEE ELECTRICAL FOR SPECIFIC ELECTRGAL FIXTURE SPECIFICATIONS, TYPICAL SEL KEYNOTE 3 FOR TYPICAL SUSPENDED CLG_ SPEC■FICATION_ O GWB SOFFIT AT e' -8 1/2 AFF G GWB CEILING AT 5' -8 1 /2" AFF SUSPENDED 2'x2' ACOOSTICAL CEILING TILE �--' SYSEM: ARMSTRONG U�i!MA BEVELED TEGULAR. FINE TEXTURE W/ 9/16" "SILHOUETTE SUSPENSION SYSTEM- COLOR: WHITE (2'x4' TILE AT SIM.) 0 MOISTURE RESISTANT GWB CLG. AT T9 AFF O S OPEN TO STRUCTURE ABOVE F I R S T F L O O R REFLECTED CEILING PLAN - PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA North 1M1■ • 111111116311111•1• .._ _ ■t v000. - ®■ INERAIMMI MI M - �MIIIIIMM gm ®■® ■® _ ■I ' ■I iar MI GM MaT iLlio tEromm EMS MI= IA I esa N O' Kr.Is q,Pr.,1, Im t _ i, •is .-cwt ■1® ®sII ° iF' °• ° i ■ ®■� . z3 I � I s ■ ■ ® t® c� ®[®]m® i ••IIIIIII ■'mi ] . 11■■NiWi � ®■■■ ■■14 11•1121111111111; 12-011=111=1. ®�. „j,„ 11G1 ° ■IIIl11 m ° o- l I mili■[?3!m■® ■■l 1f m .�� I a o o mo .. EN UU■ N ■■ ® �II am ■ MI IIk I■ i� •��um® « MI II =II {1 �o ®q 1� ° illtl1111�11� r Y ° P,' p I mormcomMli '� 1 �D A2 °'j FT �I� V IIIA� /I 0 -��'" 1 2 ❑ ` I� [ ICI�� EfiI7 E • • i FB ❑ a : . I .1• EE .SEr ii �. ■ ..- r te � ����h��l I■ ■ ■C ®i �� co_ IIII mum Nu ISM ILJI ■■ ■■■ ■■■■■ ■ om I ° — ` In ■ ■■■■■■■�I■■■n©■� O O O 213 — I ■N1 ■ EM 11•••••••1 I� �!: I®• �� I. � FS ■ o ma ■al ■■ ■■■..■i m I ® izrz ■B — — �1 ■■■■u■■ MUM MI f 1 11•1 Mill HEM 1■�11 W _ E1 t • .:A, :: �I■Q�7 �0■■�I � IQ1� ► 01 i q I .. o■ate -m 1__` I - r -7- it %---, —. —. n . -- rat _� 7 :, - p III■III■■■��� ■■■ ■■■�� nn Ipvrfsi.a.►a.� II MMUNI I ■r"■l■ :■■■11P • I . .' - ■ ■t� ■ ®B■■Va■ ■N ■1aWii•IN•■ ® :, ■II• ■ ® ■■ En D er •6I111161111 M FLAG NOTES: WALL MOUNTED ABOVE DOOR. TYPE F17 RUNS HORIZONTALLY, TOP AND BOTTOM, AND TYPE FI7A RUNS VERTICALLY BON SIDES BEHINED SIGN PANEL ® MOUNT UNDER CABINET BEHIND FACIA. COORDINATE MOUNTING WITH MILLNDRK DESIGNER. B>. NOT USED. MOUNT IN RECESS ON TOP OF BEAM PER ARCHITECTURAL DETAILS O REFLECTED CEILING NOTES 1. THESE DRAWINGS SHOW THE LOCATION & CRITICAL DIMENSIONS OF LIGHTING FIX TU.PES & SUSPENDED T -BAR. ALL DEVIATIONS IN FIXTURE LGC. ^.PQNS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR. & THEIR SUBCONTRACTOR(S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. 2. CONTRACTOR TO PROVIDE & INSTALL ALL NEC- ESSARY & CODE REQUIRED PARTITION BRACING. 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. .. SEE FINISH SPECIFICATIONS FOR SAT TYPE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL, & LIFE /SAFETY SYSTEM WORK. THIS RESPONSiBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BUT SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL- ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/S B' -6" CEILING HEIGHT AND /OR FULL HEIGHT PARTITIONS. 6. ALL MECHANICAL GRILLES AND /OR DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE IN WHICH INSTALLED. (SPRAY APPLICATION ONLY) ALL ELECTRICAL FIXTURES 1 -HOUR RATED CEILING ASSEMBLIES TO BE TENTED, TYPICAL. ELECTRICAL FIXTURE KEY KEY SEE ELECTRICAL DRAWINGS 0 24" X 24" FLUORESCENT LAY - -IN DIRECT - INDIRECT TROFFER. Q 24" X 24" FLUORESCENT LAY -IN DIRECT - iNDIRECT TROFFER. 12 X 24 FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS 12" X. 49" FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATC LENS. 12" X 24" FLUORESCENT WALL WASHER FIXTURE W/ _125" ACRYLIC PRISMATIC LENS. 48" FLUORESCENT SURFACE MOUNTED STRIP FIXTURE. 0 RESED LNS NJCANOESCENT DOWN - LIGHT CES W/ C L E EAR ED ALZA R ® RECESSED LENSED INCANOESEN7 DOWN - LIGHi W C LEPFR ALZAK REFI�CTCR_ ® EMERGENCY EXIT LIGHT /SIGN -ARROW INDICATES DIRECTION OF EXIT_ 0 SMOKE DETECTOR- CENTER ON TILE, SEE FIRE PROTECTION DWGS /SPEC_ ® SMOKE DETECTOR- CENTER ON TILE. SEE FIRE PROTECTION OWLS /SPEC. I=0 FIRE ALARM CONTROL PANEL ® FIRE ALARM TRANSMITTER I� CO OIGITA.L KEY PAD /ZONE ANNUNCIATOR COS! EXTERIOR BELL /STROBE HORN Na HORN /STROBE DO MINI -HORN DELL ® INTERIOR STROBE 0 IRATE OF RISE HEAT DETECTOR 135 0 RATE OF RISE HEAT DETECTOR -200 2000 FIXED TEM, HEAT DETECTOR -200 135e FIXED TEMP. HEAT DETECTOR -135 ❑F MANUAL PULL STATION 0 WATERFLON SWITCH A TAMPER SWITCH -PIV, OS &Y AR AR PRESSURE SUPERVISORY GENERAL NOTES 1. GENERAL CONTRACTOR RESPONSIBLE. FOR COORDINATING ALL ELECTRICAL FIXTURES AND SWITCHING WITH OTHER SUB -CONTRACTOR TRADES (!E.- CASEWORK, MECHANICAL) AND TO NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 2. THIS ELECTRICAL FIXTURE KEY IS INTENDED TO BE USED AS A GUIDELINE FOR INTENT & STYLE PURPOSES ONLY SEE ELECTRICAL FOR SPECIFIC ELECTRICAL FIXTURE SPECIFICATIONS. TYPICAL 3. SEE KEYNOTE 3 FOR TYPICAL SUSPENDED CLG_ SPECIFICATION. KEYNOTES: 1 GWB SOFFIT AT 8 -8 1 /2" APE ( 2) GWB CEILING AT 9 " -13 i /2" AFF 0 SUSPENDED 2 ACOUSTICAL CEILING TILE S'S,A: ARMSTRONG ULTIMA BEVELED TEGLJLAR, FINE TEXTURE W/ 9/16" "SILHOUETTE SUSPENSION SYSTEM- COLOR: WHITE (2'x 4' TILE AT SI M_) O MOISTURE RESISTANT GWB CLG. AT S' -O" AFF O OPEN TO STRUCTURE ABOVE S E C O N D F L O O R REFLECTED CEILING PLAN Scale: 1/4" = 1 - 0" PROJECT NAME: SEG.ALE BUSINESS PARE CORPORATE OFFICES JOB NUMBER: 00.981 -05 ADDRESS: 5811 SEGALE PARE DRIVE "C" BLANKET .PERMIT NUMBER: 00- 002 -BRA MUM NM IN ME: Architects RICHARD Ti OLSON STALE 6 MA4M61p 1' -6 3/4" PARTIAL ROOF PLAN SCALE 1/4, -0• SC TI -7 ALE 1/2•=1' -0' O CLERESTORY SECTION 2 -6 3/4 TOP OF RIDGE FLASHING (TYP) UNE OF GUTTER ACM PANEL FASCIA LINE OF ACM PANEL JOINT (1,P) BUILDING STD. CURTAIN WALL SYSTEM (TYE) =LASHING AND SEALANT LINE OF EXISTING BUILT-UP - ROPE- PATCH /REPAIR AT NEW ROOFING 7 SCALE: 1/2•=1' -0• 19 5 t/2 2' -10 3/4 (TYP) CLERESTORY ELEVATION CLERESTORY SECTION SCALE F' =i• -0' 1 21' -8 1/2 - 1 3 -PLY MEMBRANE ROOF GALV. MTL. GUTTER GALV. MTL FASCIA FORM DRIP AT END EVE VENT AND BIRD SCREEN GAL' MTL. 00 W.R. PLYWOOD(TYP) SEALANT & FL■SHING(TYP) BU.:DING . CURTA WAL SYTEM -MATCH STD EXIST. IN FINISH L ALUMINUM EXTENSION (TYP) 5 1/2" MTL. STUD WALL & R19 BAIT INSULYTYP) FLASHING & SEALANT B/U ROOFING & 4' CANT OVER W.R. PLYWOOD EXIST. ROOF SYSTEM 1' -5 1/2 1' -2 4' -2 1/2" TI -7 SCALE: 1 ./2• =1' -0• L R30 BAIT INSUL. 5/8" TYPE X GWB SOFFIT (TYP) 5/8" TYPE X GWB (TYP) s CLERESTORY ELEVATION TI -7 o -5 3/ -3 3/ ROOF FRAMING -SEE STRUCT. L ACM PANELS PARTIAL ROOF PLAN /DETAILS PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00 -981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT N'OMBER: 00- 002 -BPA .-- wwrGEry _R North NEW 42 MEAL MAN DOOR REINFORCED CONC. ICU_ NEW OVERHEAD DOOR STAIR 2 PLAN SCALE 1/4"=1' -0" RELOCATED STOREFRONT DOOR r I e CONCRETE PANE: BELOW WINDOW' SYSTEM 7 1/2' STAIR I PLAN SCALE: 1/4' =i' -0" 3 1/2" ' -3 5/8' SCALE: 1 /4 " =1' -0" 1 -11 5/8 3/4" ELEVATOR LOBBY PLAN SHOWER/ RESTOOM PLANS SCALE 1/4 =i' -0" ENLARGED PLANS NOTE KEY SEE MECH. & ELEC. FOR ADDDIONAL INFORMATION FREE STANDING LOCKERS FRONDED BY OWNER, INSTALLED BY CONTRACTOR- PROVIDE POSITIVE ANCHORAGE TO FLOORS /WALLS. O PRE - MANUFACTURED BENCH BY OWNER INSTALLED BY CONTRACTOR- ANCHOR TO FLOOR, O BUILT -IN COUNTER, SEE INTERIOR ELEVATIONS. sO PRE - MANUFACTURED, ACCESSIBLE SHOWER, O 5 5/6 ",6" PILASTER -MATCH ADJACENT WALL TYPE AND FINISHES_ ALIGN CENTER WITH PERPENDICULAR STAIR WALL 5 5/8"x16" PILASTER -MATCH ADJACENT WALL TYPE AND FINISHES. ALIGN CENTER WITH GRID LINE F I R S T F L O O R ENLARGED P L A NS !AM North STAIR 2 PLAN SCALE: 1/4 " =1' —C" STAIR I PLAN SCALE: /4 3 1/2 4 -3 5/8" SCALE: 1/4 " =1' -0" 1 —11 5/8' 6' -6 3/4" ELEVATOR LOBBY PLAN SHOWER/ RESTOOM PLANS SCALE: 1/4 " =1 -0' ENLARGED PLANS NOTE KEY SEE MECH. & ELEC. FOR MOTIONAL INFORMATION O FREE STANDING LOCKERS PROVIDED HY OWNER INSTALLED BY CONTRACTOR—PROVIDE POSITIVE ANCHORAGE TO FLOORS/WALLS- @ PRE— MANUFACTURED BENCH BY OWNER INSTALLED BY CONTRACTOR — ANCHOR TO FLOOR O BUILT —IN COUNTER. SEE INTERIOR ELEVATIONS. O PRE—MANUFACTURED ACCFSSI BLE SHOWER_ ° 5 5/8 ° x16' PILASTER —MATCH ADJACENT WALL. TYPE AND FINISHES. ALIGN CENTER W. PERPENDICULAR STAIR WALL ®5 5/8'x26" PILASTER —MATCH ADJACENT WALL NPE AND FINISHES. ALIGN CENTER WITH GRID UNE. PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE ”C" BLANKET PERMIT NTIMBER: 00-002 -SPA _CE1Vp CITOF 711.a, FWMT LfNiER F I R S T F L O O R ENLARGED P L A NS RESTROOMS/ O JANITOR PLAN 9 SCALE: 1/4 "=1' -0" 0 3/4" P - SCALE 1/4 " =Y -0" ELEVATOR LOBBY PLAN SCALE: 1/4 -0" KITCHEN PLAN SCALE 1/4 " =1' -O" 14 RECEPTION PLAN 6' -9 1/2" KITCHEN 1232 T 10 3/4" RESTOOM PLAN SCALE: 1/4 " =1' -0" RESTOOM PLAN SCALE: 1/4" J. ENLARGED PLANS NOTE KEY SEE MECH_ & EL EC FOR ADORIONAL INFORMATION O 15"x19 1/4" PILASTER-MATCH ADJACENT WALL TYPE AND FINISHES_ ALIGN AS SHOWN_ O 15'x1, 1/4" PILASTER -MATCH ADJACENT WALL TYPE AND FINISHES. AJGN AS SHOWN ON GRID UNE. O 5 S/B"X16" PILAST ER-MATC ADJACENT WALL 7YPE ANO FNISHES. ALIGN A SHCWN_ O ACCESSIBLE DRINKING 402646N -SEE PLUMBING DWGS /SPECS_ O SHOP FABRICATED CUSTOM CASEWORK -SEE INTERIOR ELEVATIONS /DETAILS_ O LAMINATED SAFETY GLASS RECITE -SEE 1B/11 -16_ O ADJUSTABLE SHELVING -SEE XX/P -18. cm� nnN� DEC ?oo S E C O N D F L O O R ENLARGED P L A NS North S-OREFRONI .OI:R BELOW O STAIR 2 PLAN if 0 772 STAIR I PLAN %L SCALE: /- _' -0 RESTROOMS/ JANITOR PLAN 0 C - h CENTER PILASTER ON WALL 6' 6 3/4' ELEVATOR LOBBY PLAN 13-9 SCALE, 1/4 =1' -0" KITCHEN PLAN sCH.E: -C RECEPTION PLAN SCALE -G 3_6. 10 3/8" LK' 8' -6 3/4" RESTOOM PLAN SCALE: 1/4 " =1' -0" SCALE: 1/4" -0 n RESTOOM PLAN • ENLARGED PLANS NOTE KEY SEE MECH. • ELEC. FOR A001110 `1L INFORMATION 14 - 419 1/4' PI STER -MATC ADJACENT WALL .. PE AND =!HIS .ES. nuGN .0 �HG'nrv. G 15 "x19 1 /e' PILASTER -MATCH AD.:ACENf WALL TYPE AND FINISHES. ALIGN AS SHOWN ON GRID LINE. O 5 5,/8"x16" PILASTER -MATCH ADJACENT WALL TYPE AND FINISHES. AUGN AS SHOWN - ACCESSI6LE D +INKING FOUNTAIN -SEE PLUMBING OWGS /SPEC.- O SHOP FABRICATED CiISTOM CASEWORK -SEE INTERIOR ELEVATIONS /O�AILS. O LAMINATED SAFETY GLASS REUTE -SEE XX/TI -15- O ADJUSTABLE SHELVING -SEE XX/T: -18- PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA S E C O N D F L O O R ENLARGED P L A NS scale: 1 /a' = 1 - North S E C O N D F L O O R FURNITURE PLAN PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: OOA81 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002-13P4 North NOTE 1A PROVIDE FIRE RESISTIVE BOOR /COUNG RSSRR LR PER GA FILE NO. PC 5310, THE FLOOR /CEILING %S TO HAVE AN UNRESTRAINED RAP.NG O 1 nous C 6 STAIR 2 SECTION T I - SCALE: 3/4 "=1' -0" ♦msas�s ♦`���.Ve ♦� ��♦-!` ♦ ♦♦ ♦ ♦ ea »' OJ V- +"d.,���a., Via ♦O e♦Qa.. -A. t MITIMI 'r FINISH FL000 MINIMUM 1 I/0' TAG DECKING STRUCTURAL WOOD MEMBERS: MINIM4.R4x10 OR (2) 2x10 WOOD JOISTS AT 48' NO RLENIER. SEE SIRUCT. COUNG AND 'EDGE OF ASSEMBLY: ONE L.A. 5/8" TYPE VDMIB APPLIED AT RICHT ANGLES TO RIGID NRfNING CHANNETS 24' O.C. WNH 1' TYPE 5 DRYWALL SCREWS 12' D.C. GWB END JOINTS LOCATED MIDWAY BETWEEN CONDNUOUS CHANNELS • ATTACHED TO AOORIONAL PIECES OE CHANNEL 6U LONG W/ SCREWS 12' O.C. FURRING CHANNELS APPLIED AT RICH! ANGLES TO WOOD JOISTS. 1/2' DIAPNM Fl (TYP) (MADE ALTERNATE PRICE /METHOaS WOOD BALUSTERS) TCL Y 1HOT COLIPOSTTE CONC. TARE. ON 2 1/2" SR_ maim a 16' as. PROYDE a 1/4 SIL QMNNELS AT SIDES • SECURE TO IS (STAIN FABFSiE FIN. PUN) ( PROVIDE ALT. AMF/YEDI005 FOR WUOD DECK/SUPPORTS) .NROR WALL CONSTRUCTION 1 TRW. RA1ED COrSIRUCDON: SINFED G&LV. SOU SUR. 3 I/NP- 25 25 L LSG MINIMUM (IARGER, NFAVffR GA STUDS Orz). PROVIDE (1) MLR 5 /Er CIO EACH Ste, VERT. ARCS STACCE.ED ONE STUD Wit TAPE AND SEA. PERIRATIDNS AND PROVID'c FHEOALPFIS AT 1.6.. DUCTS Hi D.. NO. U419. 20 MIN. RATE➢ S.C. DOOR A WD. FRAME - IRS (SINN /PAINT FlNISN) 'ALL TYPE E -SEE SHEET D -15 UNE OF TUBE) SERE SUPPORT BEYOND 'Oro" FT UO- 2 GweoN SEr,J' IA FLOOR LANAI TYPE K PE SCOTT (SEE) PROVIDE SOUND 34TI INSIRAPAN. 3/ OB -07 -200 U U ®MI • ■Y■_■ Architects ARCHITECNRE PLANNING INTERIOR ARCHITECTURE • One Paragon Ploza 6720 Regents Boulevard West T,.�,...,,. Wnchinninn 9A466 '. 1. ZO ?7 STAR SECTIONS its) °'_ 61Y� E' , STAIR 2 SECTION SCALE- 3%4 "=1' -0" RA- STAR SNN? 110- UcR55 /8 XG1W_Oi. fi YIL :055 20 N}R. RATED SC. DOM 3 w0. EPA4E YP. ( SiNN/RNN1 FlNSH 0 CE RELT BEYCND SBP ADMINISTRATION OFFICE RECErvEC JiYaF 1 IM4'IV. rb...: CENTER STAIR SECTIONS PROJECT NAME: SEGALE BUSINESS PARE: CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARE DRIVE "C" BLANKET PERMIT NUMBER: 00 002 -BPA ARCHITECTURE PLANNING INTERIOR ARCHITECTURE One Paragon Plam 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 INTER.. 'DI CONPOS FE CONC. TR,GS W/ STL. ': '.5` :RC_C4R?= /PAVT =iN. ✓ 2 ',j2 .G.A. ALCM. RA, WJ LS: OS . N S- YPi MIN_ 2 7HIC< COMPOSITE CONC. LANDING ON 2 1/2" STL_ ANGLES W/ B 1;4" STL. CHANNELS A- ENDS. FASTEN LO ST_ SJ?HORTS WITHIN 'HALLS ;5 -0= -IN:SH; S- R'.NGERS -SHOH FIN. NOTE: . SEE PLANS MR WALE TLPES & SHEET LI -15. 2. SEE CEILING PLANS FOR CLG. 'YRES AND HEIGHTS AWE_ TENDERED GLASS RELITE BEYONG r A t�;_! A .. STAIR I SECTION TI -74 SCALE: 3 /A "=I' -O" ELEVATOR SECTION SCALE: 3/4 " =1 -0" CM) A 11MTNTCT112 A TWIN flVVI V PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 REGALE PARK 13121\ BLANKET PERMIT NUMBER: 00- 002 -1:PA ARCHITECTURE PLANNING INTERIOR ARCHITECTURE One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253:460.5853 Facsimile: 253.565.7240 RECEMED PER+rra a STAIR SECTIONS Scale: 1/4" _ ti RENS:. - snnET no,: STUDS W/ . CHANN EXTEND TO STL SOFFIT = 2 1/2" MTL. FRAMING MP) 5/8" TYPE X GWB (TYP) ALIGN GWB SOFFIT W/ PILASTER BEYOND - CENTER ON GRID LINE EDGE OF INTERMEDIATE WALL SHOWN DASHED FOR CLARITY TUBE STL. STRINGER w/ WELD PLATE ® FACE OF CHANNEL lYP CONCRETE TREAD ON STL PREFORMED RISER AND NOSING -WELD OR CLIP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER CONCRETE FLOOR CLIP ANGLE WELD TO STRINGER SCALE: 1 " =1 -0" SEE 5/0 -14 FOR TYP. NOTES LINE OF 42" GUARDRAIL BEYOND LINE OF PILASTER4; 3/8" TEMPERED GLASS (1Y / BOLT O FLOOR W EXPANSTION BOLT — STAIR STINGER ANCHOR TUBE STL. TR END TO EDG O CGEONC. EXT SLAB SEECOND XIST. COMPOSITE CONC. /STL. fLR. SLAB -EL 14' -6 5/8" TYPE X GWB ON 2 1/2" MTL. STUDS -ALIGN FACE OF STAIR LANDING TI -14 SCALE: 1 " =1' -0" EXIST. WF STL BEAM 2 1/2 "MTL FRAMING TO STRUCTURE A90VE „ STAIR SOFFIT TI -14 SCALE: 1 1/2 " =1' -0" 8" COMPOSITE STL /GONG. STAIR TREAD PAINT, STAINED CON. FINISH 3 "x12" T.S. STRINGER -PAINT FINISH x A LINE OF STAIR RISERS BEYOND STL. ANGLE SUPPORTS (TOP) TI -1 t 1/2- DIA PI?E RAILS PAINT FIN'SH (TYPJ SHAFT WALL -SEE PLAN 2 1 STAIR TREAD SECTION SCALE: 1 112 " =1' -0" 1 i/2- DIA PIPE RAI PAINT FINISH (lY COMPOSITE STL. / GONG . STAIR TREID- PAINT, STAINED CONC- FINISH 3"x12" T.S. STRINGER - FAINT FINISH 0 7 1 STAIR TREAD SECTION TI -i4 SCALE: 1 1/2"=1' -0" \ / �\ STAIR CEILING SCALE: ,° =1' -0" lb 10 77. LINE OF STONE PILASTER BEYOND -SEE PLAN C EXIST. ROOF & ROOF STRUCTURE EXTEND MTL FRAMING TO EXIST - ITIL R 1 P U T MTL SND KICKERS AS REQUIRED 5/8" TYPE X GWB SOFFIT ON MTL FRAMING (TYP) LINE OF SOFFIT BEYOND (TYP) CLG. FIT PER. CLG- PLAN -EE PLAN FOR WALL TYPES 1 1/2" PIPE RAILS -PAINT FINISH SHAFT WALL SEE PLAN STL ANGLE STIFFENER STAIR LANDING SCALE: 1" =1' -0" 11 AMA OW 3 -1 3/8" 1/ 3/8" TEMP. DL W/ BRACKETS SECURED TO PIPE POSTS SHAFT WALL-SEE PLAN LINE OF STAIR RISERS BEYOND STL ANGLE SUPPORTS ( TIP ) C STAIR LANDING SCALE: 1"=1' -0" --CONCRETE ON MIL PAN DECK WELD TO STL ANGLE WELDED TO SUPPORT T.S. T.S. WAN SHAFT - WALL- PROVIDE STL. WEB TO T.S. STRINGER PAINT FINISH TUBE STEEL LANDING 2 RATED FLOOR @ EXT. WALL i1 -14/ SCALE: 3" =1' -0" SEE STRUCTURAL FOR FRAMING & ANCHORING METHOD TO EXT. WALL 28 GA. MINIMUM FURRING STRIPS 5/8" TYPE X GWB - INSTALLED PERPENDICULAR TO FURRING STRIPS CORNERS TO BE TAPED /CAULKED W/ UL RATED MATERIAL SEE PLANS FOR WALL TYPES & SHEET TI -15 FOR CONSTRUCTION EXIST. CONCRETE WALL SC • ZZC O \ 1 RATED • FLOO R @'tEDGE TI -14. SCALE: 3 " =1 -0" SEE PLANS FOR WALL TYPES & SHEET TI -15 FOR CONSTRUCTION CORNERS TO BE TAPED /CAULKED W/ UL RATED MATERIAL MIN. 1 1/8" TAG WOOD DECK CONTINUOUS LEDGER -SEE STRUCTURAL EXIST. CONCRETE WALL RAIL @ INTERMEDIATE LANDING SCALE: 1"=1"-0" ^\\ I j 9 RATED"FLOOR @'STAIR WALL I -7 % SCALE: 3 " =1' -0 MIN. 1" LT. WT. CONCRETE OVER PLYWD. DECK SEE PLANS FOR WALL TYPES & SHEET TI -15 FOR CONSTRUCTION CORNERS TO BE TAPED /CAULKED W/ UL RATED MATERIAL , ';I I II 28 16 GA O.C. MINIM(TYP) UM FURRING STRIPS � I I t1 5/8" TYPE X GWB - INSTALLED PERPENDICULAR TO FURRING STRIPS 5/8" TYPE X GWB- INSTALLED PERPENDICULAR TO FURRING STRIPS ® RAIL @ INTERMEDIATE LANDING 20 TI -14 RATED FLOOR ASSEMBLY SCALE: 3 " =1' -0" SEE 19/0 -14 FOR ADDITIONAL NOTES 5/8" TYPE X GWB INSTALLED PERPENDICULAR TO FURRING STRIPS (TYP) SEE STRUCTURAL FOR WOOD JOIST SIZE & SPACING 28 GA MINIMUM FURRING STRIPS 16" O.C. (TYP) CORNERS TO BE. TAP ED /CAULKED W/ UL RATED MATERIAL MINE MI ■ AM ® Iv Architects 5887 08 -07 -2001 -12 -2001 STAIR CEILING 1 1/2" D.. PIPE RAIL /POST LINES OF GL. /BRACKETS BEYOND 3/8" TEMP. GL W SSTL. BRACKETS ANCHORED TO PIPE POSTS ( TYP - 3 "x72" TUBE STEEL STRINGER -PAINT FINISH STL. PLATE /CHANNEL LANDING SUPPORT COMPOSITE CONCRETE /STL. LANDING LINE OF STL STIFFENERS BEYOND TUBE STEEL SUPPORT W /IN SHAFT WALL T STL. POST-PROWDE STL WEB TO TUBE STL STRINGER EXISTING CONCRETE EXTERIOR WALL PROVIDE UL RATED FIRE CAULK AT JOINTS(TYP) EXIST. CURTAIN WALL SYSTEM — 5/8" TYPE X GWB ON 6" 18 GA MTL FRAMING 24' -0 5/8" AFF6 TOP /BOTTOM OF FRAMING' 5/8" TYPE X GWB ON 8" MTL FRAMING W /BAIT INSL'L SEE SHEET TI -15 FOR WALL TYPES (TYP) 1 1/2" DIA. PIPE PAILS —� STRINGER BEYOND STL ANGLE CLOSURE AT EDGE OF LANDING — CONCRETE ON METAL PAN DECK LANDING TUBE STEEL STRINGER W/ WELD PLATE ® FACE OF TUBE TYP. STL ANGLE STIFFENER BEYOND STL CHANNEL HEADER CONCRETE TREAD ON STL PREFORMED RISER AND NOSING WELD OR' CUP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER 3" TUBE STL POST W /IN SHAFT - - WALL BEYOND STAIR @ INTERMEDIATE LANDING SCALE 1"=1' -0 ELEVATOR SILL SCALE 3 =7' -0" 2 1/2" DIA. PIPE RAIL W/ US10B FINISH(TYP) 1 1/2" DIA PIPE RAIL W/` US10B FINISH(TYP) ( \' 3/8" TEMPERED GLASS W/ SUPPORTING BRACKETS SECURED TO PIPE POSTS STRINGER BEYOND STL ANGLE CLOSURE AT EDGE OF LANDING — CONCRETE ON METAL PAN DECK LANDING TUBE SP EEL STRINGER W/ WELD - LATE ® FACE OF TURF TYP. STRINGER BEYOND STL ANE OSURE AT EDGE OF GL LAND — CONCRETE ON METAL PAN DECK LANDING TUBE STEEL STRINGER W/ WELD PLATE ® FACE OF TUBE TYP. STL ANGLE STIFFENER BEYOND STL CHANNEL HEADER CONCRETE TREAD ON STL PREFORMED RISER AND NOSING WEED OR CLIP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER 3" TUBE STL. POST W /IN SHAFT WALL BEYOND e STAIR @ INTERMEDIATE LANDING SCALE: 1 " =1' -O" GWB SOFFIT ON MTL FRAMING ELEVATOR SHAFT WALL SEE FLOOR PLAN FOR WALL TYPES MTL SHIELD AND DOOR BY ELEVATOR COMRACTOR STEEL HEAD AND JAMB (BEYOND) BY ELEVATOR CONTRACTOR ELEVATOR DOOR HEAD SCALE 3"=1' -0" 2 '/2". 0' ALUM TOP PAIL US1G6 FINISH 1 1/2" DIA. ALUM. RAIL -US109 FINISH CAST AI_L1M. BRACKET & 1/8" NEOPRENE GASKET 3/8" TEMPERED GLASS EXTRUDED ALUM. SILL(TYP) ALUM. CLOSURE -MATCH FINISH OF TUBE STEEL CARPET -SEE FINISH PLANS /SPECS CLG HT. PER CLG. PLAN �- WWI COMPOSITE STL. /GONG. LANDING 4"x14 TUBE STEEL STRINGER -PAIN FINISH ARCHITECTURE PLANNING INTERIOR ARCHITECTURE • One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 /- 3<3 IITI OR (I m;LA )AS I ". � TMR•c TW'N : i . DE 7 gum STAR DETAILS Scale: VARIES • EDGE OF INTERMEDIATE WALL SHOWN DASHED FOR CLARITY W TUBE STL PLATE STrEGAER ELC CE OF CHANNEL TYP. . FA CONCRETE TREAD ON S T PREFORMED RISER AND NOSING -WELD OR CLP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER CONCRETE FLOOR STAIR STINGER ANCHOR SCALE 1"=1 SEE 5/.0 -14 FOR ^!P. NOTES LINE OF 42 GUARDRAIL BEYOND LINE OF PILASTERE7nx�n 3/8" TEMPERED GLA55 TUBE STL STRANGER- EXTEND TO EDGE OF CONC. SLAB `XIST. COMPOSITE CONC. /STL. SECCND FLR. SLAB -EL. 14' -6" 5/8" TYPE X GWB ON 2 1/2" MTL. STUDS -ALIGN FACE OF STUDS W/ STL CHANN' & EXTEND TO SOFFIT :cLO SCALE: 1" -0" EXIST. WE STL BEAM 2 1/2" MTL FRAMING TO STRUCTURE ABOVE 2 1/2" MTL FRAMING (TOP) ALIGN GWB SOFF'.- W/ PILASTER BEYOND- CENTER ON GRID L INE CLIP ANGLE WELD "0 S"R.N'GER BOLT TO FLOOR W/ EXPANSION BOLT STAIR LANDING 5/8" TORE X 0 1, STAIR SOFFIT TI -14 SCA_E: 1 1/2" C 3 /8" O r I Z SHAFT WALL -SEE PLAN UNE OF STAIR RISERS BEYOND COMPOST.. - E STL. /CONO. STAIR TREAD - PAINT, STAINED CONC. FINISH 3"x12" T.S. STRINGER -PAINT FINISH COMPOSITE STL /CONC. STAIR TREAD - ,— PAINT, STAINED CONC. FINISH 3 "x12" +.S. STRINGER PAINT FINISH I � 1 /2" OW PILS - PA.NT FN ISH RA (TYP) TTL. ANGLE SUPPORTS (TYP) STAIR TREAD SECTION SCALE: 1 1/2 " =1' -0" 1/2" 0AA PIPE RAILS - PA!Ni FINISH (TY 3 /fi TEMP. C W% BRAGKLIS SECURE) TO P!Pc POSTS SHAFT WALT_ -SEE PLAN Li, OF STAIR RISERS BEYOND STL ANGLE SUPPORTS (TYP) STAIR TREAD SECTION `I -14/ SCALE: 1 1/2".1 STAIR CEILING ( T_ SCALE: =.' -D" EXIST. ROOF & ROOF STRUCTURE EXT._ MTL. FRAMING TO EXIST ?RUC TURE- PROVIDE MTL. STUD KICKERS AS REQUIRED 5 /8" TYPE X GAB SOFEiT ON MIL FRAMING (TYP) l L P T C= SOFFIT. BEYOND (TYP) _N� OF STONE P ;'AVER BEYOND -SEE PIN CLG. HT. PER CLG. PLAN f 'OR WALL TYPES (1 -14/ SCALE: 1 " =1' -0" 1 1/2" PIPE RAILS -PAINT FINISH SHAFT WALL SEE PLAN CONCRETE ON MTL PAN DECK WELD TO STL ANGLE WELDED TO SUPPORT T.S. T.S. W /IN SHAFT WALL - PROVIDE STL. WEB TO T.S. STRINGER PAINT FINISH TUBE STEEL LANDING STL ANGLE STIFFENER STAIR LANDING SCALE: I "= 1' -0" 8 STAIR LANDING STAIR CEILING .I -14 SCALE: 1 1/2 " -1' -0" 1 1/2" DIA. PIPE RAIL /POST LINES OF GL. /BRACKETS BEYOND 3/8" TEMP. GL. W/ SSTL. BRACKET'_ ANCHORED TO PIPE POSTS (TYP.) 3 "x12" TUBE STEEL STRINGER -PAINT FINISH STL. PLATE /CHANNEL LANDING SUPPORT COMPOSITE CONCRETE /STL LANDING. LINE OF STL STIFFENERS BEYOND TUBE STEEL SUPPORT W//NI SHAFT WALL ON STL. POST- PROVIDE STL. WEB TO TUBE STL STRINGER EXISTING CONCRETE EXTERIOR WALL PROVIDE UL RATED FIRE CAULK AT JOINTS(TYP) EXIST. CURTAIN WALL SYSTEM 5/8" TYPE A GWB ON 6" 18 GA. MT, FRAMING 24' -0 5/8" AFF TOP /BOTTOM OF FRAMING 5/8" TYPE X GWB ON 8 MTL FRAMING W /BAIT INSUL. -SEE SHEET TI -15 FOR WALL TYPES 1 1/2" DIA. PIPE RAILS STRINGER BEYOND STL ANGLE CLOSURE AT EDGE OF LANDING CONCRETE ON METAL PAN DECK LANDING TUBE STEEL STRINGER W/ WELD PLATE ® FACE OF TUBE TYP. STL ANGLE STIFFENER BEYOND STL. CHANNEL HEADER CONCRETE TREAD ON STL PREFORMED RISER AND NOSING WELD OR CLIP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER 3" TUBE STL. POST W /IN SHAFT WALL BEYOND STAIR @ INTERMEDIATE LANDING SCALE: 1 -1' -0" ELEVATOR SILL T1 -14 SCALE: 3 " =1' -0" 1/2" DIN PIPE RAIL W/ U51G8 FINISH(TYP) 3/E TEMPERED GLASS W/ SUPPORTING BRACKETS SECURED TO PIPE POSTS (TOP) STRINGER BEYOND STL ANGLE CLOSURE AT EDGE OF LANDING — CONCRETE ON METAL PAN DECK LANDING TUBE STEEL STRINGER W/ WILD PLATE FACE OF fU'bE 7YP_ 1 SCALE: 1 =1 -0" 111111C FLOOR SLAB L DOOR FRAME :423/8 NIL ANGLE - - 2 g7 PIPE RAIL W/ u51 G8 FI.NGH(TYP) RAIL @ INTERMEDIATE LANDING SI RINULR ULYUNU STL ANGLE CLOSURE AT — EDGE OF LANDING — CONCRETE ON METAL PAN DECK LANDING TUBE STEEL STRINGER W/ WELD PLATE ®FACE OF TUBE TYP. STL ANGLE STIFFENER --- BEYOND STL CHANNEL HEADER CONCRETE TREAD ON STL PREFORMED RISER AND NOSING WELD OR CLIP ANGLE TO STRINGER STL ANGLE STITCH WELD TO STRINGER 3" TUBE STL. POST W /IN SHAFT — WALL BEYOND STAIR @ INTERMEDIATE LANDING SCALE: 1 " =1' -0" o ELEVATOR DOOR HEAD P -14 SCALE. s -1 2 1/2" DIA ALUM. TOP RAIL U5109 FINISH 1 1/2" DIA ALUM. RAIL -2S10B FINISH CAST ALUM. BRACKET & 1/8" NEOPRENE TI -14 SCALE: GASKET 3/8" TEMPERED GAS EXTRUDED ALUM. SILL("YP) ALUM. CLOSURE -MATCH FINISH OF TUBE STEEL CARPET -SEE FINISH PLANS /SPECS — I COMPOSITE STL. /CONC. 'WOOING - -! 4 x14' TUBE STEEL STRINGER -PAIN- FINISH 5 RAIL @ INTERMEDIATE LANDING crtvo �lu PERuTCQ,184 STAIR DETAILS PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00 -981 -05 ADDRESS: 5811 SEGALE PART: DRIVE "C" BLANKET PERMIT NUMBER: 00402 -BPI Scale: VARIES MUM ®■ 1111/11 MN IN Architects WALL TYPE EH ONE HOUR RATED TYPICAL CEILING BRACE SCALE: NONE SCALE: 3"=1' -0' WALL TYPE J 6 WALL SECTION TI -15 SCALE: 3" =1' -0" WALL SECTION 1", / t "x /B' FOAM TAPE CONT. MTL STUD TRACK ANCHORED TO FLOOR SEE FINISH PLANS FOR • BASE /FLOOR FINISHES (TYP.) SEE PLAN 3 5/8x25 CA (MIN.) GALV. CLG. : RAMING(TYP) 5/8" w.R. GWB CLG. SOUND INSUL. (TYP) 3 5/8 "x25 GA (MIN.) GALV. Mn_ STUDS ® 24" O.C. TO STRUCT. ABOVE MP.) CERAMIC PLE OR STONE BASE, FLOOR, AND WAINSCOT SEE PLANS /ELEVATIONS 5/8" W.R G.W.H. (TYP) COVT_ MTL. STUD TRACK ANCHORED TO FLOOR __ __ LOCKING FOR PLU FIXTURES AND TOILET RM ACCESSORIES STRUCTURE 45 O M.. MEE 1U I!I a ipir.- SCALE: NONE 4 1/8" 3 1/8" WALL TYPES WD ❑E TAPE TYPO 1 /8" FOAM ( WALL SECTION SCALE: 3 " =1' -0' TI WALL INTERSECTION SCALE 1 1/2 " =1 - 0" kit GA. SPLAY HIRE BRACING IN PLANE OF EACH RUNNER. VERTICAL ANGLE L 4,1 SECURE WORE 2" FROM INTERSECTION. ANGER WIRE PERMETER WAIL TYPICAL CEILING BRACE BRA NO N —LOAD EARING PRT ®9' -0' O.C. B (WHERE WALL RUNS UNS UPPORTED FOR MORE THAN t' -0°. LOCATE FIRST BRACE CTR. PT OF UNSUPPORTED WALL W/ SUBSEQUENT BRACING SPACED ® 9' - 0" O.C (FOR LOADED SEE DETAIL YX/71 -15.) 3/16"0 POWER A.C.T. FASTENERS, MIN. 10001b. PULLOUT ® STEEL DECK FASTEN W/ (2) 10 SCREWS `ACOUS. INSUL ABOV`e CE]L1NG PROVIDE METAL EDGE, ACOUSTICAL CLG. TILE OR GW9 CLG. —SEE RCP'S METAL STUD RUNNER (22 GA) W/ #10 SCREWS ®24 O.C., 5/8" G.W.B. ON ONE SIDE OF MTL STUDS (DR. GOD AT © ) S..JhD INSUL WALLS INDICATED WTTH © W CROSS RUNNER MAIN RUNNER NOTE BRACE AT tGt F. INTERVALS 3 1/7 x 25 GA (MIN.) GALV. STL STUDS 24" O.C. ,TYP_ (2 1/2" MTL STUDS OBI QE ) SEE FINISH PLNS FOR BASE AND FLOORING A TYPES /FINISHES CONT. MTL. RNNER ANCHORED TO U FLOCK 7' x 1/8' FOAM TAPE 0 SOUND PARTITION WALL THICKNESS VARIES SIM. -SEE PLAN FOR WALL THICINESS. EXIST. CONCRETE WALL LINE OF SILL BELOW (TYP) EXIST. CURTAIN WALL SYSTEM ADHESIVE APPLY GWB TO T.S. & MTL STUDS AS REQUIRED EXIST'. 8" IUBE STEEL CENTER WALL ON TUBE STEEL SEE PLANS FOR WALL TYPES SIESMIC BRACING SCALE: 3"=1' -0" IHHHHH Imnl hi 111111I1#1111111111IIIC 45 TYP. 4 3/4" 7 1 /4" iii STRUCTURE WALL TYPES ❑A ❑B ❑F HOLD TENANT WALL TIGHT TO RAIN LEADER 0 2ND FLOOR EXIST. CONCRETE WALL EXIST. CURTAIN WALL SYSTEM LINE OF SILL BELO 5/8" TGWB- ADESIVE MOUNT YPE X AT CONC H WALL ALIGN MTL STUDS W/ FACE OF ALIGN MTL. STUDS W/ FACE EXIST.. TUBE STEEL TYP OF CONC. WALL SC WD. DOOR IN HM FRAME - SEE FLOOR PLANS 9" DIA. RAIN LEADER WALL SECTION SCALE: 3" =1 -0" CURTAIN WALL JAMB SCALE 1 1/2 " =1' -0 5 /B" G.W.B. EA SIDE OF hfTL STUDS (W.R. GWB AT ❑F ) SOUND INSUL 2 -1/2" 25 GA TRACK CONNECTED TO STRUCTURE ABOVE W/ 3/16 ° 0 X 5/8' LONG POWER ACTUATED FASTENERS (4 MIN.) FLOOR STRUCTURE ABOVE 2 1/2 ° 125 GA BRACE 0 6' -0" O.C. MAX 2 1/2 "o22 GA TRACK ANCHORED TO CHANNEL METAL CASING BEAD �22 GA 2 -1/2" RUNNER ACOUSTICAL TILE CEIUNG TYF. WALL ON SFRUCTION SEE PLANS C FO "W.ALL TYPE BRACE NON -LOAD BEARING PRT. 0 9' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 12' -0 ". LOCATE FIRST ERACE CTR. PT. OF UNSUPPORTED WALL W/ MEPM EPEi. BRACIN SPACED O.C.) (FO R LOADED SEE DETAIL XX/TT -75.) 3/16 "0 POWER AC.T. FASTENERS, MIN. t0001b. PULLOUT ®STEEL DECK FASTEN W/ (2) 10 SCREWS NOTE: SEE 14/71 -17 FOR ABOVE CLG. WALL BRACING AT LT. FIXTURE. LOCATIONS - SEE REFLECTED CLG. PLAN �ACOUS. INSUL. ABOVE CEIUNG PROVIDE METAL EDGE, ACOUSTICAL TI OR W.R. GWB CLG. CL SEE LE CEILING PLANS METAL STUD RUNNER (22 GA) W/ #10 SCREWS ® 24" O.C., 3 1/2" x 25 GA. (MIN.) GALV. SP... STUDS ® 24 O.C. ,TYP. (STAGGERED 3 1 /2" MTL STUDS BOTH SIDES ® B SEE 16/TI -18) Q L SIESMIC BRACING SCALE 3 -0" ALL TYPES Di u WALL SECTION SCALE: 3 "=1' -0 CURTAIN WALL JAMB SCALE 1 1/2 " =1' -0" - BRACE NON -LOAD BEARING PARTUOONS AT O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 12'-0" OF LENGTH. LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 9' -0" O.C.) FBOVE ASTEN TO STRUCTURE A WITH: � 3/16 "0 POWER ACT. FASTENERS, MIN. 1 Tr. PULLT(® DECK FASTEN W/ (2) #1 SCREWS) ST MECAL CASING BEAD 22 GAUGE TRACK W/2 #10 SCREWS 0 24" O.C. ACOUSTICAL TILE CEIUNG 3 -1/2 HEAD TRACK ANCHORED TO STRUCT. ABOVE (6 MIL STUDS NOTE: SEE 10/71 -17 FOR TUNNEL CONSTRUCTION AT FILE STORAGE RM. (RM. 253) CLG. HT. PER CLG. PLAN AC.T. OR GWB CLG. - SEE RCP'S 3 1/2" MET. S1110 CONT. FROM SLAB TO STRUCT. ABOVE (6' MTL STUDS © ) 5/8 TYPE X" EA G.W.B. EA SIDE TO STRUCT. ABOVE. (( G'WB WSTAGGERED JOINTS EACH SIDE TO STRUCT. ABOVE 0 �R SIM.) SOUND 1N.NL 3 1/2 GA (MIN.) STL STUDS 24" O.C. A TO STRUCT. ABOVE ( TYP. ) ( 8" MTL STUDS N © ) (SEE 17/0 -18 FOR WALL CONSTRUCTION 0 © ) EXIST. CONCRETE WALL LINE OF SILL BELOW (TYP) EXIST. CURTAIN WALL SYSTEM SEALANT ALIGN MTL STUDS W/ FACE OF CONCRETE WALL EXIST. 8 TUBE STEEL 5/8" TYPE X GWB (TYP) ADHESIVE APPLY GWB TO T.S. ALIGN MTL. STUDS W/ FACE OF EXIST. TUBE STEEL HOLD T.I. WALL TIGHT TO EXIST. CONC. WALL SIESMIC NOTES SCALE: NONE TI -1 SCALE: 3 ° =1' -0 SCALE: 3 " =1' -0" 2 1/2" 25 GA. STUD W 24" O.C. S= .077647 1= .0970in 2 1/2" 25GA. TOP TRACK S= .094317 1= .1179i11 4 F = .33 ksi NOTE: FOR STUD SEE TABLE NO. 111, PAGE 3 OF STEELER CATALOG. FOR TOT' TRACK: W = (9.5)(5psf)(7/2) = 23.75 # /ft. F = (.66)(F ) = 20ksi Moll = (20ksi)(,0943in = 1.886 K -in = 157 K -ft M = w1 I = - (157)(12)/23.75 = 8.9ft Therefore: 9 max. spacing CHECK DEFLECTION: /5 = (23.75)(1/4)(290001000)(.)(1179) 9)4(1728) _ .21" L/526 OK! (38 NOTE: CALCULATIONS PROVIDED BY MICHAEL BRAMHALL P.E. ABKJ ENGINEERS WALL SECTION 6" HEAD TRACK .ANCHORED TO STRUCT. ABOVE ACOUS. INSUL TI WALL INTERSECTION A.C.T. OR GWB CEIUNG SEE RCPS 6" FA, STUD CO.. FROM SLAB TO STRUCT. ABOVE 5 TE GWB ACH SIDE TO 6' E A90VE CEILING SYSTEM MTL STUDS ®24° O.C. TO STRUCT. ABOVE ( T RY. SEE FINISH PLANS FOR BASE /FLOOR FINISHES (TYP.) CONT. MTL STUD TRACK ANCHORED TO FLOOR CONY. 1°x1 FOAM TAPE ® SOUND PARTRION '4/ ' 200 a ��cErr- WALL TYPES /DETAILS S col e: VARIES GT' L?t T LH L.K JAN 00 " `7 TYPICAL CEILING BRACE SCALE: NONE WALL ONE "OUR RATE- (, WALL SECTION D TI -I5 SCA'�E: 3"= -� WA:_!_ TYPE VI WALL SECTION SCALE: 3"-- I -0" "41/5" ECAno TAPE A. SEE - NS, P:A.VS cOR �3ASE /'LOO: = '.NISY_c ( oN. CERAMIC TILE OR STONE BASE, ". WAINSCOT ___ P._ANS, /E�EVAT -DNS — 5/6" W.R. G.W.E (TYP) ST -rD 'RAC! ANC =OREO � FLOOR CC . /R" FOAM TA._ ..,) / BR a GA IN LAWIRE dRC�NG IN PLANE OF EA, RUNNER VERTICAL ANGLE - ASG SECURE WIRE ]- FROM INTERSECTION n '.5 TYPICAL CEILING BRACE SCALE: NONE IL WALL NIT ES L / !J' ( WALL SECTION SCALE: 3 "=I • -0" - HANGER WIRE PERRIET Wat_ BRACE NON -LOAD BEARING PRT. 0 9' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 12 -C : ^GATE FIRST BRACE GTR. TED WALL W/ SUB 5EOUEN' BRACNG SPACED OADED SEE DETAIL 3/ 6"4 ROWER A.C.T. FASTENERS, / M.N. 1000.5. PULLOUT (® STEEL 1 DECK FASTEN W/ (2) #10 SCREWS `ACOL'S. :NSUL- ABOVE CEJNG — PROVIDE METAL EDGE. ACOUSTIC,. CLG T!LE OR GWB CLG. -SEE RC? S RUNNER '22 A.) W/ #10. SCREW'S 0 24' OE_ (W.R. GW SOUND : W'A,LS :tiGCATE WIT- n r, (RUSS RUNNER RAN RUNNER N'O E BRACE a : SF IN?:RVALS 1N CN= STUDS 3 /2" s 25 ^A (MIN_) GALV. STL. SII,DS ®2A" O.C. . (2 1/2" VT.. STUDS OiD' ) F'. 'S:'. PLANS FOR BASE A.ND = N CORING i`.'PES /FR.'SHES CONT_ MTL ID- HP ER ANC -IOR_D T r_00R sQU ?/6" =DAM TARE N:� - ART!TION WALL THICKNESS VARIES ® KIM- S__ PLAT FOR W4 L - HI..:NESS- CENTER WALL ON TUBE STEEL SEE PLANS FOR WALL TYPES GRID TI WALL INTERSECTION SCALE: 1 1/2 " =1' -0" MEM mn1M Illlimnummnnn I. \ 1111111101111111111M 1111111111111111111 Mi l / SIESMIC BRACING SCALE: 3 " =1' -0" STRUCTURE 3/4" 7 /4" WA L TYPES❑ ❑8 IJ SCALE: 3 " =1 -0" WALL SECTION BRACE NON -LOAD BEARING PRT. ®9' -0" O.. (WHERE A RUNS UNSUPPORT FOR MOR E THAN 12'-0". LOCATE Fl BRAC GTR. PT. OF UNSUPPORTED WALL W/ SUBSEQUENT DRACING SPAC'EO 9' -0" O.C.) (FOR LOADED SEE DETAIL XX/TI -15.) 3/16 "m POWER A.G.T. FASTENERS. MIN. t0001b. PULLOUT (® STEEL DECK FASTEN W/ (2) #10 SCREWS METAL STUD RUNNER (22 GA.) W/ #10 SCREWS ® 24" O.L., 5/B" G.W.B. EA. SIDE OF MTL STUDS (W.R. GWB AT IF ) SOUND INSUL. //�� SEE FINISH PLANS FOR BASE /FLOOR FINISHES (TYP) CGNT. MTL. RUNNER ANCHORED TO FLOOR 2 1/2 "x25 GA BRACE ® 6 -0" O.C. MAX 2 1/2 "x22 GA TRACK ANCHORED TO CHANNEL PROVIDE METAL EDGE, 2 -1/2" 25 GA. TRACK CONNECTED TO CONCRETE SLAB W/ 3/16 X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) FLOOR STRUCTURE ABOVE METAL CASING BEAD 220 A. -/2" RUNNER ACOUCL TILE CEILING TYP. WALL CORUCTIO N SEE PCANS =OR NST WALL TYPE ACOUSTICAL CLG. TILE R W.R. GWB CLG. SEE CEI PLANS 3 1/2" x 2S OGA. C (MIN GALV. STL. STUDS ® 24 .. P. (STAGGERED 3 1Z2" MTL. STUDS BOTH SIDES CO 113 1) 1" x /6" FOAM TAPE SOUND PARTITION WALL THICESS VARIES KIM. -SEE KN PLAN FOR WALL THICKNESS. m CURTAIN WALL JAMB ® SCALE: 1 1/2" =1' -0" SIESMIC BRACING Ti -1 SCALE: 3 " =1 -0" - T. rJ U WALL SECTION SCALE, 3 " =1' -0" CURTAIN WALL JAMB SCALE: 1 1/2 " =1' -0" — BRACE NON -LOAD BEARING PARTITIONS AT 9' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 12' -0" OF LENGTH. LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 9' -0" O.C.) FASTEN TO STRUCTURE ABOVE WITH: 3/16 "m POWER ACT. FASTENERS, MIN. 1000Ib. PULLOUT(® STL DECK FASTEN W/ (2) #10 SCREWS) METAL CASING BEAD / 3 -1/2" HEAD TRACK ANCHORED TO STRUCT. ABOVE (6" MTL. STUDS C V ) ACOUSTICAL TILE CEILING 22 GAUGE TRACK OC W/2 tc i SCREWS CL 2 <' G. HT. PER 0 CLG. PAN AC.T_ OR GWB CLG. - SEE RCP'S 3 !/2" MET. STUD CONT. FROM SLAB TO STRUCT. ABOVE (6" WI. STUDS ®© ) 5/B" TYPE 'X' EA G.W.B. EA SIDE TO STRUC...ABOVE_ r(2) iAYERS 5 /8" TYPE IN-TS X" GWB W/ STA EACH S T TOERED JOO STRUCT. ABOV= ® I KIM.) SOUND NSUL 3 1/2"x20 GA (MN.) STL. STUDS ® .C. TO STRUCT.. ABOVE (TYP ) (6" MTL STUDS D L ) (STAGGERED 3 1/2" RTL. STUDS BOTH: SIDES ;` ) SEE FINISH PLANS FOR BASE /FLOOR FINISHES (TYP.) CGNT MTL STUD TRACK ANCHORED TO FLOOR 't CGNT. WALT_ TYPES C 1�1 xi /6 FOAM TAPE ® SOUND PARTITION ONE HOUR RATED ALIGN MTL STUDS W/ FACE OF CONCRETE WILL EXIST_ B" TUBE STEEL 5/5" TYPE X GWB (TYP) ADHESIVE APPLY GWB TO T.S. ALIGN MTL STUDS W/ FACE OF EXIST TU6E STE "EL TI 15 SCALE: NONE 5 SIESMIC NOTES 2 1/2" 25 GA. STUD ® 24" O.C. S=.0776, I= .0970, 2 1/2" 25GA. TOP TRACK S=.0943, I= .1 179in F = .33 ksi NOTE: FOR STUD SEE TABLE NO 111, PAGE 3 OF STEELER CATALOG. FOR TOP TRACK: W = (9.5)(5psf)(1/2) = 23.75 # /fT. F = ( 66)(F ) = 201, M all = (20ksi)(.0943G = 1.886 K - = 157 K -ft M = W! I = 41571(12)/23.75 T 8.9ft Therefore: 9 max. spacing CHECK DEFLECTION: = (23.75)(84)(219000)/1000. i 179) (9)4(1728) = .21" (3 NOTE: CALCULATIONS PROVIDED BY MICHAEL BRAMHALL P.E. ABKJ ENGINEERS 6" HEAD TRACK ANCHORED TO STRUCT. ABOVE Lys r ACOUS. INSUL. 6" MET. STUD CONT. FROM SLAB TO STRICT. ABOVE 5 /B" EACH SIDE TGWO D fi" ABOVE CEILING SYSTEM SOUND INSUL. 6"x25 GA (MIN.) GALV. MTL STUDS IN 24" O.C. 1 TO STRUCT. ABOVE (NP.) U 4 7 -1/ WALL TYPE E WALL SECTION II-15 SCALE: 3 " =1' -0" TI WALL INTERSECTION SCALE: 3 =1 -0" C T. OR GWB CEILING - SE RCP'S SEE FINISH PLANS FOR BASE /FLOOR FINISHES (TOP.) CONT. MTL STUD TRACK ANCHORED TO fLOOR ONT. 1 "x1/8" FOAM TAPE ® SOUND PARTITION L/526 OK, WALL TYPES /DETAILS PROJECT NAME: REGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00 -981 -05 ADDRESS: 3811 REGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA Scale: VARIES 4 3/4" PILASTER PLAN SECTION SCALE SEE 4/5 -16 FOR TYP. RELITE NOTES 1/4" TEMPERED GLASS LINE OF REUSE SiSL BELOW (NP) TLID MAPLE DOOR/0551 E JAMB \ND STOPS W/ EASED EDGES QUIRK AT ALL JAMB AND SOP TRANSTONS DOOR /RELITE JAMB T, 119% SCALE: 3" =1' -O SCALE: 1 1/2 " =1' -C" SEE FLCOR PLANS FOR SEE FINISH PL.gNS — LINE OF WO BASE BELOW (TYP) PROVIDE BLOCKING FOR PILASTER FRAMING ADHESIVE APP_IE3 3/8 STONE PANELS -SEE F'N I.SH PLANS/SPECS (TYP) MTL. STUDS AT PILASTERS — 5/8" NPE X GWB -HOLD GWB BOOK TO ALLOW F R ACHES:, THICKNESS WHILE MA'NTAINING OVERALL DIMENSIONS OF PILASIEP " E OF CARPE- PATTER\ 5ELGW WHERE OCCURC_SE_ FINISH PLANS cD TYP. RELITE SILL (JAMB SIMILAR) -1 6 SCALE: 3"=1' -0" LINE CF BASE BELOW .; NPES- NEW NAN WA__ PJ.NS F..rc E AN - J NSP _NE Or WA, BELOW CG NT_ SE, 1 /T. '6 FOR ti . p:LAST NOTES, /D..ME NS IONS PILASTER /COUNTER PLAN SECTION SEE PLAN FOR SOUND WALL TYPE /CONSTRUCTION TI PROVI BL AS Rc'OU':RDE ED FC PILASTER MTL. STUDS 5/8" TYPE X GWB ADHESIVE APPLIED 3/8" STONE PANELS- CHAMFER EDGES 1/e . SEE FINISH PLANS FOR STONE TYPE AND FINISH (TYR) 1/2 x 3/8" REVEAL -PAINT FLAT BLACK (TYP) 5" MTL. TRACK SEE FINISH PLANS FOR FLOOR FIN'SHES '' CVERALL DIMENSION O FFSET FRAMING AS REQUIRED -'6/ CC PILASTER BASE SCALE: 3'-O " _:NE 0= RE_ JAMB BEYOND (TYP) 'EMPrRED GVSS �"- wJ GLAZING TAP' (".'P) '5 RETAINING CLIPS- x1/2 x2 D 2 GC (N ? ) 5050 MAPLE SILL & STOPS w/ EASED EDGES -QUIRK AT SILL /STOP TRANSITION (TYP) ALIGN BOTTCV CF JAM6 w/ PLASTER REVEAL Et.OND _5NE OF 5TCNE FILA5TE5 BEYON SEE 4/T -16 TOR TYR :CAL NOTES & DIMENSIONS n RELITE MULLION SECTION V SCALE: 3 " =1' -0," LINE OF RELITE JAMB BEYOND O° ERA31SE 55_ITE: 1/55 TEMPERED GLASS SET 'N EXTRUDED ALUMINUM TRACK -SIM. CONDITION S" JAMB MAPLE SILL & STOP w/ EASED EDGES-55 RK A. S.LL/ TOF TRANS'ON 1/2" r.n_ T1,.}•. S: IM 5/5' TYPE X CWB ON MT'_ FRAMING- ?ROVIE BLCCK'NG AS REQUIRED (TYP) ELECTRICAL & COMMUNICATIONS CONNECT!CNS BEYOND BUILT-IN CABINET CONSTRUCTION -SEE INTERIOR ELEVATIONS , OPERABLE RELITE SECTION ART COUNTER SECTION TIED SCALE: 1 1/2 " =1' -0" 5 -01:5 =OLIN - ER 'W/ EASED EDGES 3/4" W.R. PL`.^NOCD ON METAL 3/4" MAPLE BANE, W/ STAIN FINISH ( -) LINE OE STONE PILASTER BEYOND SE- PLANS FOR WALL NPES & CONSTRUCTION- PROVIDE BLOCKING AS REQURED 3/4" MAPLE PANELS W/ STAIN FINISH -A_CN REVEALS AT BASE 6" SOLID MAPLE BASE W/ STAIN FINISH SEE FINISH PLANS FOR FLOOR FINISH SEE PIAN FOR SOUND WALL TYPE /CONSTRUCTION PROVIDE BLOCKING AS REQUIRED FOR PILASTER 5/8" TYPE A ORB — ADHESIVE APPLIED 3/8" STONE PANELS- CHAMFER EDGES 1/8 ". SEE FINISH PLANS FOR STONE TYPE ANC FINISH (TYP) MTL STUDS 3 PILASTER HEAD TI -16 SCALE: 3 " =1' -0" S TYPICAL DOOR HEAD TI -16 SCALE: =1' -0" 0 13 ALUMINUM COLUMN WRAP ' (1 -' 6 sop,: 1 1/2"=1' 3/8" STONE PANELS. 5/8" GWB ON 3 1 /2" MTL. FRAMING -SEE 1 /TI -i6 FOR NP. NOTES (TYP) LINE OF TRANSACTION COUNTER BELOW (TYP) 1/4" TEMPERED GLASS LINE OF WOOD BASE BELOW COLUMN PLAN SECTION SCALE: 1 1/2 " =1' -0" LINE OF SILL BELOW (TYP) EXIST. CURTAIN WALL SYSTEM EXTRUDED ALUM. CLOSURE (NP) & MTL. STUDS AS REQUIRED EXTRUDED ALUM. CORNER & FRICTION CONNECTORS - FASTEN TO TUBE STEEL (TYP) EXIST. 8" TUBE STEEL NOTE: MATCH FINISH OF CURTAIN WALL SYSTEM ON E %POSED ALUM. SURFACES NOTE: DIMENSION OF HEAD VARIES W/ WALL TYPE SUSPENDED ACOUSTIC CLG. STUD MIN BRACED TO FRA STRUCT. ABOVE SEE PLANS FOR WALL TYPE & CONSTRUCTION 5/8" TYPE X GWB (TYP) 1/2" FIRE TREATED SHIM $ 8' -8 1/2 DADOS AS SHOWN MAPLE ND. & STOPS % EASED EDGES -QUIRK HD. /STOP TRANSITION MTL 2 W CLIPS i /2 "xt /2 "x2" ® 24" O. C. :/4" TEMPERED GUSTS SET W/ GLAZING TAPE RELITE HEAD TI SCALE: 3 NOTE: DIMENSION OF HEAD VARIES W WALL NPE MTL STUD FRAMING BRACED TO STRUCT. ABOVE ___ PANS ,FOR WALL rwF & CCNSRUCTION 5/8" TYPE X GWR (TYP) FIRE TREATED WD. SHIM $ 8' -8 1/2" DADOS AS SHOWN MAPLE HD. & STOPS W/ EASED EDGES -QUIRK HD. /STOP TRANSITION 2 SOLID CORE WD- DOOR W/ CONTINUOUS SMOKE SEAL DOOR HEAD (JAMB SIMILAR) SCALE: 3 " =1' -0" TYPICAL COLUMN WRAP TI -IA SCALE: 1 I /2=t' -0" 3 1/2' '8 GA MTL. FRAMING MECHd.[.:CALLY FASTEN ALUM. GLAZING JAMB TO MTL. FRAMING x5/'5 ALUM. JAMS REVEAL IN MAPLE SILL /PANELS BELOW -STAN FINISH SEAL. NT -MATCH GENERA! COLOR OF STONE'AT COLUMN 1/4" TEMPERED GLASS LINE OF WOOD BASE BELOW ALL TYPES 3/4" / SEE 1 & '8/T' -16 'OR ADDITIONAL NOTES 2 1/2" RELITE PLAN SECTION SCALE: 1/2 FULL SCALE NE DE 51L_ BELOW (TYP) EXIST. CU'RTA.N WL SYSTEM ADS APPLY GW9 TC T.S & MT SUDS AS REQULREC . ALIGN M P_. STUDS w/ FA CE OF Ex15T. TDBE sEEL ( T YP ) EXIST. 8 TUBE STEEL 5/83 TYPE X GWB (TYP) SEE 4/TI -16 FOR TYPICAL NOTES N DIMENSIONS LINE OF STONE PILASTER BEYOND LINE OF RELITE JAMB BEYOND 1/4" TEMPERED GLASS SET W/ GLAZING TAPE MTL. RETA.INIt:G CLIPS -1/2 "x1/2"~2" 24":OC. SOLID MAPLE SILL A STOPS W/ EASED EDGES -QUIRK AT SILL /STOP TANS((ION 6" WOOD BASE SEE FINISH PLAN FOR ACTUAL FLOOR FINISH CONFERENCE RELITE SILL SCALE: 3" =1' -0" METAL DOOR HEAD (JAMB SIMILAR) \TI -76i SCALE: HALF FULL SCALE SEE 1/TI -16 FOR TYP. NOTES D STONE PILASTERS 3' -0" NARROW STILE DOOR -MATCH EXIST. CURTAIN WALL TYPE /FINISH SEALANT -MATCH STONE GENERAL COLOR CURTAIN WALL JAMB MATCH EXS . CURTAIN WALL TYPE/FINISH SINE OF SILL BELOW PROVIDE BLOCKING /FRAMING AS REQUIRED 3/8 STONE PANELS ON 5/8 TYPE X GWB ('YP) 15 6 DOOR JAMB @ PILASTER TI - 1SCALe 1 1/2 " =1' -0" 2' -5" 1/2" REVEAL -PAINT TO APPRO %. MATCH OF STONE PLATO OVER (2) LAYERS 3/4" W.R. PLYWO. 1 1/2" WD. TRIM - STAIN FINISH 1/4" REVEAL BLOCKING AS REQU :RED (TYP) WD. TRIM -STAIN FINISH LOW VOLTAGE LT. FIXTURE SEE ELECTRICAL TAG' SURFACE OVER 3/4" REMOVEABLE PLYW'D. PANEL PLATO R L (2) AERS 3/4 " W.R. PLY FRA / BLOCKING AS REQUIRED \\ SCALE: 3 " =1' -0" SECTION @ SUPPORT DESK SEE FLOOR PLANS FOR WALL NPE. 2 1/2" MTL. STUD. U.N.O. SHIM HOLLOW MTL. FRAME PAINT FINISH SOLID CORE WOOD DOOR AFT' INTERIOR DETAILS Scale: VARIES UO FP L1',5e0 AP 4S ` 155 " Sh. ,., NAN'IE: SEGALE BUSINESS PARK CORPORATE OFFICES — JOB NUMBER: 00- 981-05 ADDRESS: 5811 SEG.ALE PARE DRIVE "C" BLANE"ET PERMIT NUMBER: 10- 002 -EPA (T' COUNTER EDGE DTI -17) SCALE: 3 = -0 NELSON ADAMS NACO 4 00 - -_Z SERIES, ALUMINUM TRIM /' WHITE BOARD ONLY HARD WOOD EDGE, ^ WHITEBOARD, WHERE OCCURS WOOD VEENER '0 MATCH BUILDING STANDARD HOLD EDGE 12 FROM PERPENDICULAR OBSTRUCTIONS SATIN STAINLESS STEEL WITH MACHINED RADIUS EDGE WHITE BD. PLAN SECTION B- ?7 SCALE: 1/2 FU SCALE SCALE: 3 = (- LA_LRS 3 /e W R. PLYWC w1 /4 - 3/ STONE TO3 W/ EASED :DCE_ S., FIN. PLANS /SC.- ::E_,LE /4 R -v._ , RASPNG /B_OC,NG AS REQUIRED -� -- ..00R -AROWARE -SEE. FINISH 2 SECTION AT OFFICE COUNTER C::NTER TOP CONSTR: STONE PANEL HEAD /SILL SCALE: 3 -D" [7 WHITE BD. SECTION SCALE: 1/2 FULL SCALE (2) LAYERS 5/8" TYPE X GWB ON 3 1/2' MTL. FRAMING(TYP) 2 MTL. CLIP -EMBED AT STONE PANEL EDGE W/ ADHESIVE & MECHANICALLY FASTEN TO STL. ANGLE(TYP) 3" STL. ANGLE(TYP) HEAD CONDITION 0 "z5' -6" 3/4" THICK STONE PANEL(T"P). SEE FN15H SPEC. CUT EDGE TO CONGEAL FAS T ENERS(T YP) 5/8" 1Y PE X GWB ON 6" MTL. FRAMING(TYP) L'.NE OF 3 STRUCURAL STL. FRAMING BEYOND(T' S. ST!. HANGING CUPS ®24 O.C. AT WHITE BOARD ONLY N.:LSCN ADAMS NACO 400 SERIES ALUMINUM TRAM AT WHITE BOARD ONLY CONTINUOUS WHITE BOARD OR DIRECT APPLIED WALL COVERING. SEE ELEVATIONS PROVIDE CON,L'CUS BLOCKING AT D,SP'_AY RA, LOCATIONS WOOD VEENER 70 MATCH BJ:LDING STANDARD /8" CON:. S. STL BAR ND 5 "WISH WITH ALL EXPOSED EDGES WTH MACHINED RAD :US STAINED MALE D.SPLAY RAL -EASE EDGES SCALE: 3' =1' -0" STONE PANEL JOINT STONE VENEER PILASTER AT SIM. CONDITION -SEE 15/31 -16 STONE BASE AT SIM. /WOOD BASE AT TYPICAL CONDITION SEE FINISH PLAN /SPEC SEE PLANS FOR WALL TYPES C/5 PEDISSTEMS PEDIGRID WALK-OFF MAT GRIDS Sr CLEAR ANODIZED BASE FRAME 'TI -'17 SCALE: 1/2 FULL SCALE 3" STL. ANGLE(TYP) PLWD CLIP/ AffEEDGES CHROME PL. STL ROD AND FLANGE COAT ROD & SHELF WALK -OFF MAT SECTION 5/8" TYPE X GWB ON 6" MTL FRAMING(TYP) (1) LAYER 5/8" 1YPE X GWB ON 3 1 /2" MTL. FRAMING(TYP) 2" MTL CLIP -EMBED AT STONE PANEL EDGE W/ ADHESIVE & MECHANICALLY FASTEN TO STL ANGLE(TYP) 4' 0 "z5' -6" 3/4" THICK STONE PANEL(TYP). SEE FINISH SPEC. LINE OF 3" STRUCTURAL STL FRAMING BEYOND(TYP) PANEL JOINT CONDITION CONDITION • Y y 9' -8 1/2" - SUSPENDED ACOUSTIC CEILING (2) LAYERS 5/5" TYPE X GYM ON MTL FRAMING 5/8" TYPE X GWB SOFFIT -SEE CEILING PLAN R /2" REVEAL -PANT TO APPROX. STONE COLOR STONE PILASTER BEYOND 3/8" STONE PANELS OVER 5/8" GW8 �\ ON MTL FRAMING. / 1 SOFFIT SECTION /2' UGHT FIXTURE -SEE LIGHTING PLAN AND SPECS LINE OF MTL. FRAMING (TYP) ▪ 0' -8 1/2' (2 LAYERS 5/8" ""E X GWB 00 MIN. X 18 GA VTL. FRAMING (TYP) 5/8" TMPE X GWB SOFFIT ▪ "/2' LINE OF CEILING /SOFFIT 9EYOND (TYP) = LINE OF STONE PILASTER BEYOND LIGHT BEAM AT LOBBY TI-17 SCALE: 1 1/2 " =1' -0 MTL STUD S:;PPORT ERAUwG TO STRUCTURE -SEE 3,0/T1-15 AND PLAN FOR LOCATIONS 18 GA. MTL ,RAVING CENTERED OVER LIGHT FIXTUS )".'P)- SEE RCP =0R LOCATIONS J -BOX AND FLEX. GONDL:I'- SEE ELECT3C, SEE 2/7I R SUSPENDED CEILING BRACING SYSTEM LIGHT FIXTURE -SEE D , HT. PER • ..3G. PLAN CROSS TEE SEE , -OOR PLAN = R WA, TYPES PARTITION WALL BRACING 5/8" TYPE X GWB ON MTL. STUDS (WALL TYPE B) 3/8" STONE PILASTER -SEE 1/01 16 FOR ADDITIONAL INFORMATION LINE OF WOOD BASE BELOW SEE FINISH PLAN CORNER STONE PILASTER SCALE: 1 1/2 "-1' 0" o , SECTION AT FILE STOR. 1 -?7 SCAT E: =1' - LJL 11 3 1/2" 18 GA. MTL. FRAMING 5/8" TYPE X GWB(TYP)- FIRE TAPE /CAULK JOINTS CLG. HT. PER CLG. PLAN �{ A.C.T. OR GWB CLG. -- SEE RCP'S 5/8" TYPE 'X' GW9 EA. SIDE OF MTL. FRAMING (TYP) SEE 15/TI -16 FOR TYP. NOTES 3' -0' NARROW STILE DOOR -MATCH EXIST. CURTAIN WALL TYPE /FINISH SEALANT, -MATCH STONE GENERAL COLOR CURTAIN WA.. JAMB MATCH EXIST. CURTAIN WALL T_PE /Fl0,53 STOREFRONT DOOR JAMB i1 -17 SCALE' 1 /2'= INE 0 -= SILL BELOW SEE FLOOR PLANS FOR WALL TYPES PROJECT NAME: SEGALE BUSINESS PARE CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00-00: -BPA INTERIOR DETAILS Scale: VARIES S E C O N D F L O O R FURNITURE PLAN PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE BLANKET PERMIT NUMBER: 00- 002-BF A North A_ E ' . R ECITE RAN ON A' OF .-� IF -_ P\ STONE - E AT GWB CEILING. COLUMNS_ OPEN S "ONE TRANSACrION- HOOD VENEER FROND. LOBBY NORTH ELEVATION TI -21 SCALE. /a' -. -G RECITE A GWB CLNG- Ce +11'-5" AFF. GWB SOFFIT i9' B 1/2" Af GWB s ® +8' -8 1 /2" AF PENDANT LIGHT FIXTURE. STONE TILE AT WALL, WALL FINISH. #114. HARDWOOD BASE. FIN ■SH SORE #:8. STAIR HALL WEST ELEVATION SCALE 1/<' -0" ALIGN WIT'- PIASTER FEATURE AT SU. ., A_ON BOTTOM O RECITE FRAME 14TH GRO, REVEAL_ A_,GN WIT= SCUT- CORRIDOR SOUTH WA.. 1 —4 HALL EAST ELEVATION 5 ED.'A 6 HALL SOUTH ELEVATION TI -2 SCALE /4" -1' D" II 1 i I \ DESK- WALL - COVERING F- Ns'H NOTE #'ID I • 1 CC_ .:MN GRI D ,IGN WIT, PILASTER FEATURE ACROSS HALLWAY. MAX. DIM. ) E.C. PNLS WALLCOVERING FINISH NOTE #10 - SUPPORT AREA / LOBBY EAST ELEVATION 1 200 1 A TI -2 SCALE: MAX. DIM. (2) EQ. PNLS. (2) EC. PNLS SEE PLAN. EL! A=OR ALIGN WRH PILASTER FEATURE ACROSS HALLWAY AT STAIR. (2) E0. PNLS. SEE PLAN. WALL COVERING FINISH NOTE #10 MAX. DIM. ALIGN WITH PILASTER FEATURE ACROSS - -- HALLWAY AT STAIR. 1 -7" STAIR AND MECH. SHAFT WALLS. SEE SHAFT SECTIONS FOR LOCATION. ELEVATOR r WALL - COVERING FINISH NOT #10 E0. EO ALIGN WITH PILASTER FEATURE AT HALLWAY 217. OPEN C. EO- �ANSAC -!7N _PAINTED CWB, PAINT FINISH ?. STONE TILE AT WALL, WALL FINISH #14. HARDWOOD BASE, FINISH NOTE #18. Ark — SUPPORT DESK ,ONE TRANSACTION SURFACES- = L,:CR. STRIP LGHT. WOOD VENEER FRONT. STONE BASE. WALL- WALL - COVERING COVERING FINISH NOT FINISH NOTE #10 -�.. # 10 OPEN TO STAIR }. LOBBY SOUTH ELEVATION 12,1 A SCALE: 1/4 " =1' -0" ALIGN WITH PILASTER ALIGN WITH PILASTER FEATURE AT RECEPT - FEATURE AT SUPPORT DESK. DESK. SCALE: 1 1/2 " =1' -0" HALLWAY RECEPTION DESK DETAIL BLOCKING AS REO'D_ STONE WORK SURFACE AND EDGE. SUPPORT AS REQUIRED. WOOD VENEER LOW HT. WALL. 2001 WORK COUNTER S TEP ® +29" AFF. STAIR GUARDRAIL. STONE FINISH COLUMNS. T\ • T\1 NUTS TT f TT • T - r - T ! \TT1T 4 - 1 - 11 ARCHITECTURE PLANNING INTERIOR ARCHITECTURE ■ One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 cmo N Inc,: INTERIOR ELEVATIONS PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 .ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA 08 -07 -2001 NM MI IN MN®i Architects GISTER Sm: SEEP .. 1 — 1 iif— r_ I e — r — __ — _`- __..._..— I P1 Pi 0 I I II 1 I L II li iii I I I :._ _. -__ ____- . •_ AVE' C� _ 1_1 G� - a - .. i !L — _`- __..._..— OPEN P1 Pi 0 I I II 1 II li iii I I I :._ _. -__ ____- . •_ AVE' HALLWAY - l' HA:._W, I._._�_ — _`- __..._..— —. _ pt -. ALIGN) TOP _ II li iii I I I :._ _. -__ ____- . •_ AVE' HALLWAY - - HALLWAY GRICLNE/ MU__ HALL SOUTH ELEVATION 0 TI -2 HALL WEST ELEVATION SCALE. /". HALL EAST ELEVATION u C COL,. GRD AL121. W!. - EA,RE ._SK. VERI (2) EQ. PNLS. A 233 l2\ 233 A /;6 \ HALL SOUTH ELEVATION A \ TI22 SCALE: 1/4'=1 -0" Ea PANELS MAX_ 2•M. : 2 r CO A_ cN - c, 6 (2) EQ. PNLS. EC. MAX- D'.M. ) EOLA_ PNLS- 0 CL COLUMN GRID 6" HALLWAY 6 1/2 rI COLUMN GRID 5 1/2" MAX. DIM. (2) EQUAL PNLS. (2) EQ. PNLS. GWB CEILING. E0. "6 ALIGN • PILASTER FEATURE ..T OPPOSITE SDE OF :ALWAY. PENDANT LIGHT FIXTURE. STON'c WALL F22 53 AT #14. WALL, HARDWOOD BASE, FINISH NOTE #18. 0 C COLUMN GRID HALLWAY 6 1/2" 6 AUG\ WITH PILASTER FEATURE AT SUPPORT DESK_ PROJECT NAME: SEGALE BUSINESS PARE CORPORATE OFFICES JOB ',UMBER: 00-981-05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 002 -BPA MAI MN II ®s Architects ARCHITECTURE PLANNING INTERIOR ARCHITECTURE • One Paragon Plaza 6720 Regents Boulevard West Tacoma. Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 c4E5ta, INTERIOR ELEVATIONS SCALE. GWB SOFFIT GWB SOFFIT OPEN SCALE: 1 /4 " = " -O" SPEAKER FOG AV SYSTEM, VERI„ REO'UiREMENTS W,/ CONSL; PLASMA SCREEN, VERIFY REO',REVENTS WITH AV CONS'U_T. L HALL NORTH ELEVATION FIRST FLOOR LOBBY WEST A SCALE: 1/4 '.' -0" LINE OF MIRROR. WOMENS SHOWER SOUTH CONFERENCE SOUTH TI -23 SCALE: I /2' -= 1" 5 3/4" S,NE -.__ COLN ER. Nsu--E s w CJA c D l .�TE. EG 2 A SW6 G. RATNTED GWB =AN ,N;c- # :•IiA.7 STOREFRONT STONE -1_E AT WA_L, WALL =:NSH #14. HARDWOOD BASE, EMS, NOTE #18- VER, OPEN', ✓ERI=N SHEN, _D - \/ SCALE: 1/ { =1' -0 5 -g 1 TI -23 SCALE: 1/4 =1' -0 m FIRST FLOOR LOBBY WEST 1 A L.� 12' -4' WOMENS SHOWER EAST BLI:LIDNG EXTERIOR wINDOW- . -41 ALIGN WITH NORTH WALL. TYPICAL BUILDING EXTERIOR WINDOW. CONFERENCE, NORTH SCALE: 1 "=1' -0° MAX. DIM, (2) E0. PNLS. 1 210 1 I 1 1 OPEN WEST 1 -- - GWB CEILING. / - -- PENDANT LIGHT FIXTURE VERIFY -ALIGN WITH NORTH WALL FEATURE STONE TILE AT WALL, WALL FINISH 114- HARDWOOD BASE, FINISF NOTE #18. ELEVATOR OCOR FIRST FLOOR LOBBY EAST TOT A SCALE: 1 /4 " =1 • -0" EAST 2 WOMENS SHOWER WEST & EAST SCALE: 1/4" =1' -0" A A 2\ 4' 0 1/2 -_- - - - 9' -0 i 4 NORTKi 2 NORTH 2A MENS ROOM NORTH -2 AND NORTH -2A 4- VERIFY - ALIGN WITH SOUTH WALL FEATURE. GWB CEILING. PAINTED GWB, PAINT FINISH #1. STG TILE AT WALL, WALL FINISH # '•4. - HARDWOOD BASE, FINISH NOTE #18- ALIGN WITH NORTH 'WALL. TYPICAL. SCALE 1/4 ° =1' 0" A 2A %! /!I / /// 00!! %! !! /!/I ! / Z7 Z / II / I I . . I! IIII ! a . �!!/ I / 101111 !!!!! O / l r . " 'OI / I /O IOI//7721Z, ! ' I ! 1011 /// // 71/1!1 ///// O/ I!/ O/!/ I!. I// O!! / /0/ ///I///III/O /O//7:IGO:11//! %I /tI! / / / / /OI!!/I /II II! /!///I!/ / /1111 //T RESTROOM /SHOWER TILE PATTERN SCALE: T 1/2 =1' -v'" I+171I = 3 A 21i 213 1 211 1 2 1/2" E0. RECEPTION NORTH SCALE: 1 /2=1 EQ. IELD VERIFY FIRST FLOOR LOBBY SOUTH 1T 0 71-2 SCALE: 1/4 " =1' -0" 1 202 1 OPEN TO STAIRS 2 1/2" A MENS ROOM EAST SCALE: 1 /4 " =1' -0" 2111 A ARCHITECTURE PLANNING INTERIOR ARCHITECTURE • One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 ctY�r, INTERIOR ELEVATIONS Scale: 1/4' = 1 -0" PROJECT NAME: SEGALE BUSINESS PARR CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00- 00213PA GWB LIGHT COVE, GRAB BAR. WALL MOUNTED TOILET. WOMENS ROOM WEST ELEVATION 1T� SCALE: :/4`= • A C 0"\, LUNCH ROOM EAST D RESTROOM WEST ° COPY /SUPPLY NORTH SCALE. 1/4 "- i M'RRCR VITRO, P -LAM i AE , MRROR- z2 'J SCALE: 1/4"=1' -0 RESTROOM EAST (7 /SUPPLY EAST SCALE: 1/4"- „ ' -0” 4 3/4" WOMENS ROOM NORTH ELEVATION SUPPORT NORTH T: -24 SCALE 1/4' =1'-0" 1 251 A WATER RES!SAN _« DANES 213 A .219 Ai ''1/I -24/ SCALE 1/4"- I 0 * 1. -7 ", 3 . 6 " FIELD VERIFY RESTROOM EAST TI -24 SCALE: 1/4" =1' -0" 1, COPY /SUPPLY SOUTH WOMENS ROOM EAST ELEVATION SCALE: 1/4 "=1 ' -0" 1IT A C E SINK OPEN'G./ MIRROR .- ._..__1 MIRROR 1 SINK & FAUCET. P AM SINK T I CABINET. 2511 262 SUPPORT NORTH 0I -24 SCALE: 1/4"=,-0" LUNCH ROOM NORTH TI -24 SCALE: 170 " =1' -O" Li -:AM CABI.N- LIG: -' COVE RESTROOM NORTH A � SCALE: ,/< V L 262 ! A LAM ER CAB'N i . ai P -LAM BASE GANNETS. REF. COMMERCIAL RANGE HOOD, VENT TO EXTERIOR 1 232 1 A 5) EQUAL DOORS KITCHEN EAST / SCALE: 1/4 " =1' -0" 0 ^ EO. 3' -0" 2' -0" - is CLR. 8 -0 EC 2 _.... MIN. ALIGN - W /SUPPORT DESK. HALLWAY r SUPPORT EAST SCALE 1/4"=1' -0" BREAK ROOM WEST TI -24 SCALE: 1/4 " =1' -0" A SCALE: 1/4 " -1' -0" REF. REF. VERIFY W/ APPLIANCE SPEC. 4 3 -6" LUNCH ROOM WEST EC. 3'-0 EO- EQ. EC. 219 A 2321 o RANGE HOOD. 01D A IlA/ITI\TTC'rill) A ri'T1IAT fit L'L T f''L` ARCHITECTURE PLANNING INTERIOR ARCHITECTURE • One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 INTERIOR ELEVATIONS PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00.981 -05 ADDRESS: 5511 SEGALE PARE DRIVE "C' BLANKET PERMIT NUMBER: 00.00243PA Ma MIN ® - , Architects REGISTERED y R T IAl+vao r. oLSON lc ar NASVicmM' 08 -07 -2001 s@ ti •2 a ,C I-GHE N OFT, II ti SCOPE OF WORK AEXiRCISE I 06 OBEY EOM {)I 00 U E01 0 O EOI a TO FACP I O SECOND FLOOR (70) ,C5)- SECOND FLOOR (I) Q-- SECOND FLOOR (6) N (r— K (2) FIRST FLOOR SECOND FLOOR (2) OE-El (2) FIRST FLOOR FIRST FLR. LOBBY ENTRANCE 1..10 VAC)- TELCO FIRE ALARM RISER (I) ELEVATOR R_ (14) FIRST FLOOR (2) FIRST FLOOR (5) FIRST FLOOR 1. THESE DRAWINGS SHOW THE LOCATION & CRITICAL DIMENSIONS OF LIGHTING FIXTURES & SUSPENDED T -BAR. ALL DEVIATIONS IN FIXTURE LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION, IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR & THEIR SUBCONTRACTOR (S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. 2. CONTRACTOR TO PROVIDE & INSTALL ALL NEC- ESSARY & CODE REQUIRED PARTITION BRACING. 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. 4. SEE FINISH SPECIFICATIONS FOR SAT TYPE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL, & LIFE /SAFETY SYSTEM WORK. THIS RESPONSIBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BUT SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/S 8 -6" CEILING HEIGHT AND /OR FULL HEIGHT PARTITIONS. 5 ALL MECHANICAL GRILLES AND /OR DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE IN WHICH INSTALLED. (SPRAY APPLICATION ONLY) ALL ELECTRICAL FIXTURES © 1 -HOUR RATED CEILING ASSEMBLIES TO BE TENTED. TYPICAL. • KEY CEF FIECPHICAL DRAWINGS 0 24" X 24" ELUURESCENT LAY -IN DIRECT - INDIRECT TROFFER. Q 24" X 24" FLUORESCENT LAY -IN DIRET- INDIRECT TROFFER. 12" X 24' FLUORESCENT SURFACE MOUNT. FIXTURE W/ .125" A.CRYUC PRISMATIC LENS_ Q 12 "X48 FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. 12" X 24" FLUORESCENT WALE WASHER FIXTURE W/ .125" ACRYLIC PRISMATIC LENS_ 48" FLUORESCENT SURFACE MOUNTED STRIP FIXTURE 0 RECSED ANDN O DGHT ES W/ LENSED CLEAR ALZA REFLECTORESCE T OWN- . RECESSED LENSED 'INCANDESCENT DOWN - LIGHT W/ CLEAR AL2AK REFLECTOR, 2 EMERGENCY EXIT LIGHT/SIGN-ARROW INDICATES DIRECTION OF EXIT_ 0 SMOKE DETECTOR- CENTER ON TILE, SEE FIRE PROTECTION OWLS /SPEC. 0 SMOKE DETECTOR- CENTER ON TILE. SEE. FIRE PROTECTION DINGS /SPEC. ® FIRE ALARM CONTROL PANEL 0 FIRE ALARM TRANSMITTER CO IGITAL KEY PAD /ZONE ANNUNCIATOR 4a] EXTERIOR BELL /STROBE HORN HORN /STROBE PO MINI -HORN CO BELL ® INTERIOR STROBE 0 RATE OF RISE HEAT DETECTOR -735 0 RATE OF RISE HEAT DETECTOR -200 2000 FIXED TEM, HEAT DETECTOR -200 735® FIXED TEMP. HEAT DETECTOR -135 Q MANUAL PULL STATION WATERFLOW SWITCH A TAMPER SWITCH -PA/. 0`.AY 0 AR PRESSURE SUPERVISORY GENERAL NOTES: T. 2 . 3. KEYNOTES: GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING ALL ELECTRICAL FIXTURES AND SWITCHING WITH OTHER SUB - CONTRACTOR TRADES )IE.- CASEWORK, MECHANICAL) AND G NOT ' ARCHITECT OF ANY CONFLICTS "R +OR TO PROCEEDING WITH WORK. THIS ELECTRICAL FIXTURE KEY IS INTENDED TO BE USED AS A GUIDELINE FOR INTENT & STYLE PURPOSES ONLY. SEE ELECTRICAL FOR SPECIFIC ELECTRICAL FIXTURE SPECIFICATIONS. TYPICAL SEE KEYNOTE 3 FOR TYPICAL SUSPENDED CLG. _?EDIFICATION. •T GAB SOFFIT AT 8' -8 1/2" AFF 0 GWE CEILING AT 9 -8 1/2 OFF C SUSPENDED 2'x2' ACOUSTICA CEILING TILE SYSTEM: ARMSTRONG ULTIMA BEVELED TEGULAR, FINE TEXTURE W/ 9/16" "SILHOUETTE SUSPENSION SYSTEM - COLOR: WHITE (2 TILE A. SIM.) ( <) MOISTURE RESISTANT GWB OLD. AT 9 -0" AFF O OPEN TO STRUCTURE ABOVE cmo wTUxmv.,, PwmTCe.OFt F I R S T F L 0 0 R FIRE ALARM PLAN PROJECT NAME: SEGALE BUSINESS PARK CORPORATE OFFICES JOB NUMBER: 00 -981A ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00-002 -BRA ELM ME ®- ■ MINN —■ Architects ARCHITECTURE PLANNING INTERIOR ARCHITECNRE One Paragon Plaza 6720 Regents Boulevard West. Tocoma, Washington 98466 Telephone 253.460,5853 Facsimile: 253.565.7240 o• R RSTER M HARD T. OLSO SWF OF NA9RWTON 08 -07 -2001 North armimmomm NIL I mm l ♦.k � �I -I IMaaalMI llll� tSMINLOPIIM Is �Ta • ., F 0 Ei j A R ..■■■.® M I I ^^■■ I...I ® u■.IlI II '� ■� Imo mu mop Ram • UM mu amm..Ii1.3E mm u m mg IEEE Mai 7 i I i RIi, i la=111. O O o 0 m . V 1 O O 0 O 2SG 60 24 e; TO FACP (Q ( ELEVATOR RECALL I- ( 14) FIRST FLOOR SECO, FLOOR (]C) 0-, 1 0 (2) FIRS FLOOR SECOND FLOOR (, ) I I ® (5) F,RST FLOOR SECOND FLOOR (6) - - 1 II I] (2) RST ELOOR SECOND FLOOR (2) L r --T 1 II.I j 0 (2) FIRST FL OCR migg Ili v = IRST FLR. LOBBY ENTRANCE 1:10 VAC I•- TELCOI FIRE ALARM RISER RLC LLI, I LU l..Li Li NU INU I LJ 2 3 4 5 1. THESE DRAWINGS SHOW THE LOCATION & CRIi CAL DIMENSIONS OF LIGHTING FIXTURES & SUSPENDED T -BAR. ALL DEVIATIONS IN FIXTURE LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR & THEIR SUBCONTRACTOR(S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR TO PROVIDE & INSTALL ALL NEC- ESSARY & CODE REQUIRED PARTITION BRACING. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. SEE FINISH SPECIFICATIONS FOR SAT TYPE. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL. & LIFE /SAFETY SYSTEM WORK. THIS RESPONSIBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BU f SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/S B' -6 CEILING HEIGHT AND /OR FULL HEIGHT PARTITIONS. 6. ALL MECHANICAL GRILLES AND /0R DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE , N VIHICH INSTALLED. (SPRAY APPLICATION ONLY) ALL ELECTRICAL FIXTURES ® 1 -HOUR RATED CEILING ASSEMBLIES TO BE TENTED, NPICAL. KEY SEE ELECTRICAL DRAWINGS D 24" X 24' FLUORESCENT LAY-IN DIRECT - INDIRECT TROFFER- ' L00000CENT LAS -IN OORECT - INOIRECT ROFFER. 0 12" X 24' FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. - 12'X48" FLUORESCENT SURFACE MOUNTED FIXTURE W/ .i25" ACRYLIC PRISMATIC LENS_ 8 12" X 24" FLUORESCENT WALL WASHER FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. �--� 48" FLUORESCENT SURFACE MOUNTED STRIP FIXTURE. Q RECESSED LENSED INCANDESCENT DOWN - LIGHT W/ CLEAR ALZAK REFLECTOR. e RECESSED LENSED INCANDESCENT DOWN - LIGHT W/ CLEAR ALZAK REFLECTOR. • EMERGENCY EXIT LIGHT/SIGN-ARROW INDICATES DIRECTION OF EMT. • SMOKE DETECTOR- CENTER ON TILE, SEE FIRE PROTECTION DWGS /SPEC. O SMOKE DETECTOR- CENTER ON TILE. SEE FIRE PROTECTION DWGS /SPEC. m FIRE ALARM CONTROL PAN, I= FIRE ALARM TRANSMITTER CI DIGITAL KEY PAD /ZONE ANNUNCIATOR 00 EXTERIOR BELL /STROBE ND HORN NA HORN /STROBE On MINI-HORN CO BELL Q INTERIOR STROBE Q RATE OF RISE HEAT DETECTOR -035 O RA - E OF RISE HEAT DETECTOR -200 2000 FIXED TEMP. HEAT DETECTOR -200 135 (5 FIXED TEMP. HEAT DETECTOR -135 El MANUAL PULL STATION A WATERFLOW SWITCH © TAMPER SWITCH -PN, O5 &, Q AR PRESSURE SUPERVISORY GENERAL NOTES: 1. GENERAL CONTRALTO: RESPONSIBLE FOR COORDINATING ALL ELECTRICAL FIXTURES AN'D SWITCHING WITP OTHER SUB - CONTRACTOR TRADES (1E.- CASEWORK. MECHANICAL) AND TO NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TD PROCEEDING WITH WORK. 2. THIS ELECTRICAL FIXTURE KEY IS INTENDED TO BE USED .AS A GUIDELINE FOR INTENT & STYLE PURPOSE ONLY. SEE ELECTRICAL FOR SPECIFIC ELECTRICAL FIXTURE SPECIFICATIONS- TYPICAL. 3. SEE KEYNOTE 3 FOR NPICAL SUSPENDED CLG. SPECPCAT :ON_ KEYNOTES: ✓ GWB SOFFIT AT 8' -0 1/2" AFF • Gwe CEILING AT 9 -8 1/2" AFF O SUSPENDED 2 ACOUSTICAL CEILING TILE SYSTEM: ARMSTRONG ULTIMA BEVELED TEGULAR, FINE TEXTURE 0/ 9/16" "SILHOUETTE SUSPENSION SYSTEM - COLOR: WHITE (2'x4' TILE AT SIM.) ✓ OPEN TO STRUCTURE ABOVE S E C O N D F L O O R FIRE ALARM PLAN PROJECT (NAME: SEGALE BUSLNESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLANKET PERMIT NUMBER: 00-002 -BPA t LtI.I KII.HL 0 IA I U 5t f\tT MOISTURE RESISTANT GWB CLG. AT 9' -0" AFF North ; B , 1 I i X li I/ \Ji 0. it ',/ DOS, W14 22 - -w-' , 1 1 I 1 EXT. W3,11 ' F-15 1 t C-1.5a 1E- So EXIST. W33x118 EXIST. W33x118 1 NEW Oc1NC. 11•40, OVER wpm. 12,8 I 2 I EXIST. W14x V; 7. T E 406 T.S. NEW 6x6x1 MEZZANINE PLAN PLAN it • TS 164a SECTION A-1.5a SECTION C-1.5a NEW TS 1644 STONE L4x4x1 W / / 0 12 O/C wy 8 FORIROCK DECK 14x3 AROUND TS 8.84 TS 16..vai SECTION E-1.5a SECTION G-1.5a = 2- Ts PM re' 11.402110011...! , PEL% 2 - # 4 B. EA. WAY 2 34%16. MIL STUDS 0 12" O/C L2x2x4 BRACE TS 2x2.i MORIZ Ts 6.64 EC-6 SECTION B-1.5a SECTION D-1.5a SECTION F-1.5a = = = 5111lVAtiA pppROVFD oc • 0 20 ps to ' PROJECT NAME: SEGALE BUSINESS P.M. CORPORATE OFFICES JOB NUMBER: 00-981-05 ADDRESS: 5811 SEGALE PARK DRIVE "C" BLAMMT PERMIT NUMBER: 00-002-BP4 rn r-T-2 LL SHENIDE JOB N�. 99024011 ENOINEEREJR,LE,R...; DATc: B -1 -5B EXIST. F6.O r — I — I 1 i 1 1 DOSE F7.0 2x6 O 24'oc 2x6 O 24'oc PER SECTION E -1.5A EXISDNG 6' SLAB ON GRADE 1" AC PLYWOOD THIS SIDE x6 TREATED R w/ °0 KWIK BOLT O 24'oc � NOTE: SEE SECTION E -1 -58 FOR BALANCE OF DETAIL AC PLYWOOD THIS SIDE, 33' -6" 30' -6' 1A-1.58 3' GAP 1 2" GAP EXIST. F6.O r ; J li L 1 J CDX PLYWOOD " G.W.B. A SIDE 'EXIST. 6' SLAB ON GRADE SECTION A -1.5B 1 }' TAG. PLYWOOD 2x12 O 16 "oc DBL 2x6 TOP CDX PLYWOOD TER SECTDN E-1.58 EA. SIDE r I — -- —1— L -1 —J EX ST. F1O -5 PARTIAL FOUNDATION PLAN b� LIJ F6 -O SECTION B -1.5B 20" TJL 0 24 "oc y F -1.58 D -15B SIMPSOS ,2 _. �. 2x12 0 16 oc \1 i C -158 m DUST. 2OLH SECTION C -1.5B 950/600 " G.W.B EA SIDE 2x6 BL' . 2x6 O 24 "oc CEILING SUPPORT FRAMING PLAN b) EX 3O. EXIST. WF1 EXIST. W10 12 EXIST. W10 12 EXIST. 4 Sr. 950 /6OC SCONE. EXIST. 4 15 CONT. 19 GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS SEISMIC ZONE...3 2=0.3, SOIL PROFILE SD, R = 4.5, SEISMIC IMPORTANCE FACTOR 1.0 FRAMING LUMBER GRADES 8 STRESSES SHALL CONFORM WITH 'WESTERN LUMBER GRADING RULES '91 %WPA OR 'STANDARD NU. 17 GRADING RULES FOR WEST COAST LUMBER', 1991, WCLB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2' TO 4' THICK BY 2" & WIDER) STUDS - TYPICAL DOUG FIR STANDARD 550 PSI STUDS - *PRE NOTED DOUG FIR 02 875 PSI JOISTS & RAFTERS - TYPICAL DOUG FIR f2 875 PSI JOISTS & RAFTERS - WHERE NOTED DOUG FIR f1 1000 PSI PLATES & LEDGERS DOUG FIR f2 875 PSI BEAMS & HEADERS - TYPICAL DOUG FIR 02 875 PSI VISUALLY GRADED TIMBERS (5'X5' 8 LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS) DOUG FIR 11 1350 PSI POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR fl 1200 PSI BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N- 1O5B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REWIRED PENETRATION IN PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING PER UBC TABLE 23- 11 -8 -1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH IC8O APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED NAIL Ail :T ES WIT!' NAIL' , S SPECIFIED 3Y MANUFACTURER. CU: NO HIRES IN ANY STRUCTURAL FRAMING l:ROU, ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. PLYWOOD CONFORM WITH INC STANDARD 23 -2 (P.S. 1 -95) AND NER -108 (APA). ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING. WALL SHEATHING: 1/2 ". CD% 24/0. NAIL WITH 1Od (.148' DIAMETER) COMMON NAILS WITH 2 INCH MINIMUM PENETRATION. FLOOR SHEATHING: 1 1/8', T & G, CDX 48/24. GLU -NAIL WITH 10d (.131' DIAMETER) X 2 -1/2' LONG RINGSHANK NAILS. GLUE PLYWOOD TO SUPPORTS AND AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG -01 PLYWOOD WEB JOIST DESIGN 8 MANUFACTURED BY TRUSS JOIST MACMILLAN IN ACCORDANCE WITH NFR -200. PROVIDE & INSTALL WEB STIFFENERS AS SHOWN OR REQUIRED. DEAD LOAD ON FLOOR 18 PSF DEAD LOAD ON ROOF 15 PSF HOLES IN WEBS SHALL BE IN ACCORDANCE WITH MANUFACTURER. SUPPORT CONCENTRATED LOADS IN ACCORDANCE WITH MANUFACTURER. VERIFY ALL MECHANICAL & ELECTRICAL & OTHER EQUIPMENT: PROVIDE ADDITIONAL JOISTS AS REQUIRED. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: (AA : 'IELL, REINFORCING STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID. AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". NOTE: SEE SECTION E -1. FOR BALANCE OF DET AIL 1 JOB NO: 99024011 ENGINEER: D. KAEMINGK DRAWN: B. PATEL DATE: 10 -16 -01 SHEET N0: XISL h64 _ EXIST. H24:55 17' -9' W12x26 W12x26 EXIST. W27484 ROOF FRAMING PLAN 19 I 1'-63[-1 17' -6 ;" I .- 1' -6,i I 'r 2 • - -_ z' -o J 2' -0" 8 -1.3o 40' -6" HIGH ROOF FRAMING PLAN Lr- 6 -101 PLYWOOD 2x BLK'G.� L 2x12 O 24 - oc STOP EXIST. PLYWOOD �Y 4 LEDGER w/ a BOLT 0 24 "oc SIMP 0 ST18 �\ STRAP O 24"oc — 3 `P EMS, JOIST Sii.PSON T5 STRAP O 24 "oc WELDED TO W.F. BEM T.d,B. ALL EDGES EXIST. W18x35 *12 GLB 2x B. G. SIIAPSON A35 O 24" NEW 2x4 0 24 "oc NEW W12x26 2x6 O 24 11' 3;" SECTION A -1.3a �- 2x12 O 24 "oc 2x6 O 16 ". SECTION B -1.3a PROJECT NAME: SEGALE BUSLNESS PARK CORPORATE OFFICES JOB NUMBER: 00- 981 -05 ADDRESS: 5811 SEGALE PARK DRIVE "C' BLANKET PERMIT NUMBER: 00- 002 -BPA 0 0 1rJ PF+uu[Cea S o N JOB NO. 990240 ENGINEER: GALE K DRAWN: - B.P. DATE: 9 -5 -01 SHEET NO: o Z Y 1— < F a c� Z 2 w aN: 3 m � et 0 ' N Y �