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HomeMy WebLinkAboutPermit D02-143 - CROWN MOVING - OFFICE REMODELCROWN MOVING 1071 ANDOVER PK W D02 -143 . ( , . \.._, . C ? : ! I 4.4011 y of Tukwila ,, Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT . Z 1Z Parcel No.: 2623049121 Permit Number: D02 -143 ;� w Address: 1071 ANDOVER PK W TUKW Issue Date: 08/22/2002 j Name: IVY MARLENE V Phone: i j Address: 3007 WEBSTER POINT RD NE, SEATTLE WA = a I _ uu Contact Person: Z � . Name: ALAN BYLSMA Phone: 206 - 433 -8997 I— 0 Address: C/O DAVID KEHLE ARCHITECT, 12720 GAEWAY DRIVE W ~ Contractor: U t Name: POE CONSTRUCTION Phone: 253 833 -2400 ' N Address: PO BOX 899, AUBURN WA W H Contractor License No: POECOI *247QZ Expiration Date: 05/01/2003 H 0 u_ �- DESCRIPTION OF WORK: Z REMODEL EXISTING OFFICE. CONSTRUCTION OF NEW OFFICE MEZZANINE, CUT IN NEW WIDNOWS IN EXISTING U N. CONCRETE WALL.. F H O _ Z ' Value of Construction: $65,500.00 Fees Collected: $1,251.49 . Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 \ Type of Construction: III -N Occupancy per UBC: 0016 . Public Works Activities: ' ' Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N . ' Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. , .. ;<. ' Landscape Irrigation: N 1 { ' Moving Oversize Load: N Start Time: End Time: r °Y ` " •f Sanitary Side Sewer: N .• -., . 4 Sewer Main Extension: N Private: N Public: N . Storm Drainage: N Street Use: N ' i , -' ' Water Main Extension: N Private: N Public: N ;`''r Water Meter: .. ; Channelization / Striping: x t .., ** Continued Next Page ** p.;ptt A ytt .: `S doc: Devperm D02 -143 Printed: 08 -22 -2002 , G r > �� Cit o f Tukw i l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 � Z . � ' �. JJ p . { } T, .'4v I , Yell�t}, y 1 } doc: Devperm D02 -143 Printed: 08 -22 -2002 14, I; r N . 'iv i City of Tukwila } Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z , ( Parcel No.: 2623049121 Permit Number: D02-143 w re Address: 1071 ANDOVER PK W TUKW Status: ISSUED 6 5 Suite No: Applied Date: 05/20/2002 Tenant: CROWN MOVING Issue Date: 08/22/2002 u) p U) W J I_ 1: ** *BUILDING DEPARTMENT * ** W O 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 g J that agency, including all gas j piping (296 - 4722). d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be x W inspected by that agency z H (206- 835 - 1111). H O 5: All mechanical work shall be under separate permit issued by the City of Tukwila. I w w 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 documents are to be 0 N maintained and available until final inspection approval is granted. ,O 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). W H 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). H V 9: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 'Li - 0 10: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of w z appointment of the inspection v N agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a 1 H ' timely manner. z Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the . inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. \ . 12: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. • 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 14: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification t showing the fire performance rating thereof. 15: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code . ' (1997 Edition), and Washington State Energy Code (1997 Edition). 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for " =t'� • special inspection. a • 1. 17: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a h3:. permit for, or an approval ;15, of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to ` rf4 v : ,,,, give authority to violate or cancel the provisions of this code shall be valid. 4. 18: All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State ; ,,. : licensed Structural Engineer are ;ik. . required for rack storage over eight (8) feet in height. 19: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 20: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code # . • T' x ' doc: Conditions D02 -143 Printed: 08 -22 -2002 �'�, i 5 f i • ocowyu. k ,�-N ti C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 and the Washington State Z Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 21: ** *FIRE DEPARTMENT CONDITIONS * ** H w 22: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: rt 2 23: Maintain fire extinguisher coverage throughout. v 24: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 0 0 25: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel co W shall also comply with w the Building Code requirements for accessibility. (UFC 1204.1) u_ 26: 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 w 0 locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) g 5 27: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged N ' from inside the tenant z u j space. (UFC 1207.3) Z 28: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. w O 29: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under w overhangs greater than four feet U 0 wide. (NFPA 13- 4- 5.5.3.1) p 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of 0 i-- drawings prior to installation = W 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., u- Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the N _ Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 0 �" 31: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and Z . #1901) 32: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 33: 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) 34: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. .. 36: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- �x 4407. ,. , ry S , Sac. 3 • EYYF�� I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 14:`,Y0 ` `Y , The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws "�t regulating construction or the performance of work. "' ''g rr, A � doc: Conditions D02 -143 Printed: 08 -22 -2002 OW, = .. .... .. ,.__.__. .............::.. -..a .,•, >.. r,,.., .,,..,. ,.. v,.rc y�. aeWCC!iRN • OktA. ; N „ Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 � L i o' 5i ry'x IN • t,s'titff� doc: Conditions 002 -143 Printed: 08 -22 -2002 r te r ' ' — • - , , t :?\ CITY OF T UK' LA 1 �t �,� Permit Center P roject Number• �;► 6300 Southcenter Blvd., Suite 100 >~ �r o ' Tukwila, WA 98188 Permit Number: Do 2 _ ' s (206) 431 -3670 (`011lliier(i 11 i\'itilii -f (1I11iI% 1 en.lnt IniprOv 'inenI i \Ilerdliun Permit / \1)1)lic (Ilion Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: ' Value of Construction: Name/Tenant: ,,, woe \ For• C-Vowkl / iii 5' 'jOd -�"� Site Address (include suite number) City State/Zip: Tax Parcel Number. . 107/ Q hdover eavk L .2 4- ) -6 A ki4) 1 4 ) fit, 2 (02-'2,64 `7 1 21 --e I Property Owner: Phone: ! Street Address: n City State/Zip: Fax #: l' 7/ Ain. v .-v Pet ✓�. 1�rz�- - w11 � 1 lit. . k Contractor: No f. G� 0 Phone: Street Address: City State/Zip: Fax #: Architect: A • ` I/ I Phone: i..1 AA) • a F., RAIL A v-c..k., 14 e_dr Street Address: / rR City s St t at 1 6.' Fax #: r 2-4t to- 8 i C O VCA QUA r► ►3 C. ' �.* 4 - q1 i CO Ph i Engineer: Ni 0. CO ii2c - 4. qt-1- cYc Street Address: City State/Zip: Fax #: Q 5 5S j t[: In Ave, N, , ) Sk.t i . 150 itelksUKe i wa • 42-5 — G `{`'f' D � -(C� F z w Contact Person: • I a-`t �Y f4�+'lR �d � L^A 4� �..�1.�� Phone: 6, - if -- gel 17 t j Street Address: pc City State/Zip: • Fax #: U 0 1 2 7 2p z ar - tea,/ 9� t�t a# .e W a • c ! AR Z.o � - 2Gt (v -- $ 3 � �j cn w % Description of work to be done (please be specific): co ,.r. �,--v i,�,v1 -..� w i hew 0 c.e w. e22 a , ht�► e , LA+ I y VI W iv a &5 4 k R,�c?s - I-: 4 . co'tch a waC N tu O Existing use: ❑ Retail ❑ Restauran ❑ Multi- family .'Warehous ❑Hospita g 5 ❑ Church ❑ Manufacturing ❑ Motel /Hotel frOffice U d ❑ School /College/University ❑ Other i _ Proposed use: Multi-family Hospital Z F. ❑R etail C:1 Restaurant ❑ Multi -famil W arehouse • 11 Church ❑ Manufacturing ❑ Motel /Hotel Office Z Ill O w CI School/College/University CI D Other O Building Square Feet: J5 existing No. of Stories: I Area of construction (sq ft): 13 10 p D D ?-- Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) = U Will there be rack storage? ❑ yes ® w no H p Li Existing fire protedtn features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) U = I= a.. Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Sa no O 1.— Z Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 1,•;. Appl FOOPUB)LIC VI/OR fS 81TEtCIVilkptm *EViEviip THE:FOa0WING: : ( Additionaj reviews may be,deterinli l h .ihe:Ptiblic Works Department) ❑ Channelization /Striping ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use Cl Water Main Extension 0 Private 0 Public ❑ Water Meter/Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): CI Water Meter Temp # Size(s): Est. quantity: gal Schedule: *ea iinn El Miscellaneous :I Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to e I possible revision by the Permit Center to comply with current fee schedules. 1 Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The : NNW 11110 building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) : `IIIIIII 5- c o -- o 11-20.-02 ,/<co L ..r PLEASE SIGN BACK 01 APP? ICA I ION I ORM P te ` 11/30100 ' var ciperndc.doc , � < < , n . x r, , a t r. t. ,7u• al _�. "Y,. +_ :hjf ....i..4i.. ..J4la..J. .. sl. ... 44' iHltY t ' .lfvYr'511.':�Q:r%'b�'�`„�at� r : �. ..r, �T1!1?�`1 •. .. :.^r•H,..+ e.h..w. r i .. .......,. r. ... . _ �� _ ne�'t•.:.. .._ .. ' �l . . `:.T'•'. (A �FTi� h " UYA'*` 11'1'1I(''!•\ \fl \I VI \I'1i1111III) 11I1!I 11 ,()IIOt I\(, • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ 17. Metro: Non - Residential Sewer Use Certification if there is a.change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) • 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved = H 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W only) D 11. Location and gross floor area of existing structure with dimensions and setback U 12. Lowest finished floor elevation (if in flood control zone) 0 w 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled WO ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. g 5 u_ ? ❑ ❑ Vicinity Map showing location of site w ❑ 0 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of F- O rack. Structural calculations are required for rack storage eight feet and over. w ~ w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v co ❑ ❑ Construction details o 1- w W ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed Y O sprinkler system design criteria as identified by the Fire Department. iii Z c l) ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 'Buil ding ; Owner /Authorized Agent .If;the applicant is other than the, owner, registered architect/engineer, or contractor licensed by the State ofWashington, a notarized letter from the property, owner: authorizing the agent to submit this, permit application and obtain the permit will ; L. 1 J be as part of thissubmittal: - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: 6 .72 Date: 6. /f _ o; l Print name: A Ia i . Phone :0 43.s-f674q Fax #:Abp 93, q al Address City /S tate2i �.�./ l �� 1� . -- / A0 Clare6Ot ci f tit. *if& p Q.at L gel ope !L .....1 11/30100 1 F �■ cipennit.doc , 1 _1 ... .«.. ,u,.;,a... +.li •mnAtlga..- au.....- ,-......n .......,«.. e.,,.,e o....,..e...•.kvn.M9utsYtt�oru n +.,..,......•- ...._.. -.. ... . . . ... .......- ,......._..- .i.. —*- rfka a.Ti.•.iweµ p..:rinnio: . r. :vrm:; J!Y.'rlA.Ur1';st'df.mttPM.tr r..,m. - , — . t�A` I R. ?�? Cit of 1 ukwlla , , � ,. SI . r , : frs C ity of Iukwlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ,� W Parcel No.: 2623049121 Permit Number: D02 -143 V O Address: 1071 ANDOVER PK W TUKW Status: PENDING N 0 Suite No: Applied Date: 05/20/2002 w I' ' Applicant: CROWN MOVING Issue Date: c j u ~ „ tu 0 , ., , --- ■-r • .• .../ .., ) • Z W ct 2 6m - J 0 - &777 - 1 71T7r7P.. - ""rvt - rdi- 7 - , • - - , • , . ..,,, • , ,, : I 0 0 ? F ' ) CO ° U) ILI .. ' • . ' to*:' - Th :2; INSPECTION RECORD., . h in I — I I— r.: Retain a copy with permit L- -i T`: co u.. • . . INSPECTION NO. PERMIT NO. . uj 0 CITY OF TUKWILA BUILDING DIVISION • 4 7 ' ... 2 g i • 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 . ' ". Pr914 t. u_ ' • ,-/ Type of Inspection: i : w CI ( f t a (r) n/0 /_ /r7(// I— 111 I ., Ad9ressy A / i d Date Calle : Z F.. I L: . . ,r) / 1/0--/ok I P ,e)3 .. ._ Special Instructions: Date 7tedt. . Z I— IIJ jjj 2 n LI D al it '' . Requester: /or/ -i (..) u) 0 - CI- PhonerNn: _ I 0 .. ft - MVP I: - ... Approved per applicable codes. 0 Corrections required prior to approval. ..: - 0 . Z COMMENTS: al i. l'-elyy-k-- L_00,1 I 4-t co- [ . r'e , • 1 vt I Aek \ • f:::::.: • ..,, I . . - 1 ' ' S , . „.4 i*.;. I SSS . : . '17 IA 7 i .. 041:1•110 4 r i k .,..04 ' ,! Inspector 5 --- 1Q . ..y is Date: 8 . ow,1,1:47 , 1 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, feemust be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. Receipt No.: Date: , tac t. - : "Elm.i..r.11.... — , . , : hAA 44 ' 4 .r 4,,Itii4iVA:44Vit'a,444.1.11re,0,:;tril',W0iO -,114iii. I , ... _,- i 11)........... ■ ,„_— - - - — - Z 1Z W D ; n M.., c O , CO 0 •i i i I NSPECTION RECORD Retain a copy with permit 11-13 Fr- co }- - INSPECTION NO. PERM o CITY OF TUKWILA BUILDING DIVISION '' ' . t , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 -3670 g Q Proje Type of Inspection: ' , N } I� \t INC/ �/r v t o v W rQw� Address: Date Called: _ MI W ,c) (x- 0.2 ?1... Special Instructions: Date Wanted: a.m. I O tii ID Requester: �QL� D0 ON Phone No: ► PC)(�,- 5S 1- 625 J . = w Approved per applicable codes. Corrections required prior to approval. LL O . Z COMMENTS: ; ...: • a - t - ie - ` 1 I , r b rit „ ' Yokje � r z ~ . 3.) Fr E e> P �, IA ei r L) 1 k fi asc rt G vv\\C t \u' C q- L1 l kt s 7—P — Y' v, CI R \ r 1 t , \1�'V ‘y 1C r� ` �^ (ms a,'� c 5 \i. Y��Pr — 4r eQ ,s1. t 1 N • fV0j <<a4 1,O Gv1cii l'Gih -1 e d , • V• Ir C .4 7 OT G llp• )V•t p\0144 r. E 1 i 1 aA k 1 r!n a l (ova v`e t ) t rei �( . d ) Nu) c v v f 0 1- - , "1 --1) 1 v,+r ; , 1 L- V`CQ O e 4 \.... ` ` { �t (( f( , t 5 e) hnpu C. k , , I pci c \ Wk -k- -4N P C 1 V $ CV fs ' F, , `, t 0 100 ol'�' *Of \G ihG ct v r6Gh 3 x a.� . � St 6 Inspector. c . Date: �,'`����� A 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Ns.: Date: ..e. 44 , . �i, s.sac.u .. ,fYn. 4 - .CTte>4 Ga.`.^ r6 . N.•- , S'; A� .S..‘-!" ' .., ,.: 'h . . 4__ . ,..,. _w °... _. :' '.c_M.^. 'sv*,+,w { t 74 u }. f, x . . .. .. ' r; MS++. ttv. c;+ 7': ilf. 5 i": k� :(M4vh'4�4.Si�eS:' ;iSt.•.: lita r �i �n'� ° G �' '.i�.a w�i .'t t . ,.. -. . , ( ... . ' ... 1 Receipt No.: Date: r 1 >, ,, :4 ,„..,,,,„ :A.C:iiia,GLGe Yk.; ,,0+'i.otii .r? 0,- ; :n r;(t / t tQ ,,b'i.11i 'A- 4 'so , ■ , •!\ 1 ../. ) Z < . i I— ILI CC 2 6 = . _ , „: ; , , _ , . ' .f 0 0 u) 0 :-, -. -,., . ; . INSPECTION RECORD -., ', - -. 1 . a ,I i . . w LLJ i . • . . " ; ,' - I . - Retain a copy with permit kw, ,r,...-. ,.... INSPECTION NO. PERMIT Nair/ co LL uj 0 :-: ' ' ' CITY OF TUKWILA BUILDING DIVISION (Mr 2 : 1 • . ' :6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u_ < Pr ct: A i Type gf-Inspection:/ U) P 1 :':::' :: C. fotor7 , /IA ou( 1.- ( rtet / - a x r.:: • , E- LLI :: i 071 .. 0(1 dress* Ald it ) Date Calleil , :[,_ Z I- ii: ;.‘ Special nstructions: Date W77d /3 a.m. I - 0 Z I— IIJ uj Requester: . 2 D UC)/1 D Q 0 CO 0 — PhoneD CI I- 10 ' 0 ' Ill u j , I 0 I-- t.;7.' '-.--... Ej Approved per applicable codes. Corrections required prior to approval. U- I COMMENTS: c j z :,'- ) '-' ; : .: ... '-■ c-e 2 A . -4 t..) u P- I 0 F- , . , 4 i Me( k G in I (-A 1 4 irci wN IA/ ..k- -\''J I 1 . ok prvr)11A ToCili I Ir 1 \ , • :-:.:';;,•..-' , - 0 r ( , • -- r - c) ()C 0. , .;:!' --... ?_ A 5-e 2-__ q rec.. • -'-'11‘c : , - , . . . i :71) . i - e"-- 1 ,, • Inspector n _Z r Date: 1 1 3 _ 0 z ; . A )1 ,,,A Mr- 11 fitro. 15 ;;!'':: : El , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , , gtrriPlt:' T paid at b 0c) Southcenter Blvd., Suite 100. Call to schedule reinspection. ' - ' Receipt No.: Date: . '4::,, . ..,!.■ t....,44,-vit-,4 • • , -.•': • . ,., '•- „.... : ...... - ' - ' ':• - -----.= .„...16, ..,-. , , . - - ' . .. ,..,. ,,,.... , 1 , ..iL. ,- 44,...w4A,..z13,4',■4*-' , S;= , kv3tVka4fii■:q'''.""11'" i -.. . ..., • ' ■ , n -r.r % .. / ... . ) Z 1- Z u.I CL 2 ; 6 D ..J C.) ., 00 (f) D Ai ' IIMIE INSPECTION RECORD -- I ,) i , w u., Retain a copy with permit Dor- / „ LLI i —J I-- INSPECTION NO. PE IT NO. , u) u_ 0 CITY OF TUKWILA BUILDING DIVISION , w 2 ?- - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u_ < Pr lect: ni crimin Type o nspectio 9: . U) — a ! _ . i Adilryi b i d 1vite4 DZ Date ailed: / 1/7/0,3 ., 1 Z 1.- Special Instructions: r Date Wanted: i ‘ / 5 (02-- lo.r Requester: p et.4 2 m . D 0 Phone N° 0 — CO 55 /--- d2 I-- Approved per applicable codes. Corrections required priorto approval. • COMMENTS: , Z • ..., -.! lii u) ....--- — — I IIII. r- L.A.‘..ck_9 1 . - .--.. , . 1- 0 1 z ., _ , .... V Nd t4r1 a ." c 1-"" • .,..- m., : . L C) , .. 4 ...D ......-. ..,,... ■ ''." \ ,...;,, . . .. . . - .. . . ■ . N .. . 4 - ....),...,.....,,,,) \ ' . i U31 tr4 I ',.:::14.4FIF-•?1 . I, , .. , ' t. nsp: or: f / n .. Date: .. :404- i '''' sr . . A i i / .0 .., • - 4. E. 7.00 REINSPECTIO FEE REQUIRED. Prior o inspection, fee must be • ,. '1 i r 44 paid at 6300 Southcenter Blvd., Suite 100. C- II to schedule reinspection. . Re eipt No.: Date: • , .... ., i plTrt „ . i , ', 1, . ....,: ,..--• , ,,..,,,..., :C':,` ••-•.` '.., ,: _, ,1,_ _ . „„,./ ., „ ,...-....„.,„,,,,,- , . ,.. ',.;..._ -...., ..._.',.., ; ' ; .. ...,—; -,,,,,, ,, ts ' N..% ,.....44 hr, ... iC■IU i..! ..i4 i 1 • tED f � .:,,j Inspl,;.t' . Date: '�,� az "':4' • - f r -.. (*-t / /,.". 4 — o. ^ �r F�47.00 REINSPECTIO FEE REM) ED. Pr to inspection, fee must be rko , paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. r, W Pi Receipt No.: Date: {. t_ ... .. , .. +nu tx7 . -iSx.,nYUi4r: t;;.eS.viivii,c, , ,: :. 4 ".1, 3'b?taxw,4Jer ^: +F+r .t.,> 41 *.fi ■It;( 1 4 i ■ , , • - /- ..\ . ...., .... . ) Z • ,1.- Z w rt 2 1 '. - , • ,, '• 1 6 n . 1 I 0 0 ''?'' ' I; INSPECTION RECORD co 0 Do, 1(1?4,64 „ Retain a copy with permit 1 Ill I •;':. . ' INSPECTION NO. PERMIT NO. .• • * CITY OF TUKWILA BUILDING DIVISION \,(41 , o w - 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 . . 1 g f Pr *ct: Type of Ihspecti .- on: . u.. < .:'.. , • y 0 lion 1....4 k v I fit? ....Lvk . ki, I t boa(d i D cS. a A r)v t Date Called: ; I I ' 11' Anno\ittr P k), i -29- 0 0 i 1 ._ w i Sp Q ial Instructions: Date Wanted: 0 3 Renuester: U.1 uj ' On n , 2 D D 0 Ph (3n ° 5 i :..fr: , 0 w ,.,...., . . . •'''' , proved per applicable codes. l is•Ap 0 Corrections required prior to approval. l i 1 o I- 1 l'• COMMENTS - .4" ' • . ' y no -Tv , Li- iu cf , .. . o _ - , - - 1 CtS I- 1 c' "i- if) , — i l . i 3' 1-- 1 ... o V■ S i cif s s z ,.......,, . k, 1 i . ■ c 4? L)e. u0olt .1 ' - I , - , .• , . I 1 _... . . , . , ir.Tii3w,-. t , 1 4 I ';*: Inspector: c•-• - ,,,,D,IN 1 Date: I ,-, - U ,50" ()_ ‘,..:'' ■ 1 .., ,. $47 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ...' ' • paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I .• 4 ; s; ;,;:t: •• Receipt No.: Date: Tfz,•,. IV .t. 5, . , k • ■ *A *, ■ t . '41 ,e Ell:a f 4 ,40.04 , 00- di„ „.„...: -,-;,..; , -. ' k . %,7,4. ..,',... ik414,46):44 V N , ', ."4,. #A''.#0 . , . . . # ■ w z 1 Z W J U i 4 0 - . , (..) 0 INSPECTION RECORD 'r' Cf ti N o .. Retain a copy with permit � � . - /V o i I INSPECTION NO. PERMIT NO. (0 u. CITY OF TUKWILA BUILDING DIVISION -^- w } 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J . Pr ct: Type o Inspection: Jl// r �� u_ ? y � 41 a ���tl6 K 11 l7 N = W I A ddress: Date ailed: � Special Instructioris: / , 1 Date Wanted: a.m. • I— O /41-1 , •,., a 2.. .m. w W • Requester: 2_ DOA u P one No: U N ( r -,T:5_) 3.5i —61-5-2 .- o W ['Approved per applicable codes. Corrections required prior to approval. I — U LL' O COMMENTS: t o C .10 U� .S Z. h"� U z f F= _' ' 2 , ./1e4e/ 1 .k.'*/■- / 49 / ila 1;44 ��/ , Z ;r-h � 7 i� 47 A t /- , I -- Wel' . /1/4/ 7 iiedc... 4 ze..*.i/ i ' !�'r( F Y nc�, 195– w//��'�.�� ' h 1�f . i , , ra,\1111 { I / Date: t , 1 -�— 144,70 , 0 $47 REINSPECTION FEE REQUIRED Prior to inspection, fee must be t ,t. ja y paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r Lvj ^as:, Y . . `. ; . FT VP. r l '4 ..;tiaV+�u °s3rf "4"....i.a.:w s < , . :41., ,:i tUa s: i•::r:ii,h;`;3rxti'ttF ,,,',» •Vrts is.4K44 i % - - - . - • — - .... I - e.'" . ---- 4 - - .VI ■ . \ . 1 ../ . ) ■ Z , ,1■■ Z W r4 2 —1 0 INSPECTION RECORD SO 00 , co ), --V CO ILI L1J i Retain a copy with permit INSPECTION NO. PERMIT N CO U. , uj 0 1 :Y CITY. OF TUKWILA BUILDING DIVISION ,i. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 . 2 ' g 5 .- Prrit: • u. < , Y /1-r) _ • r0i0r) / /7fini7C TApho ... sit ii A — 0 daess:__ , Date Cal ed: 1— al l 0 7 Arviwer 4 41) D Z I.- ... Special I strktions: Date Wa9 ocs? LL1 uj — Requester: ...-, i 2 D par 0 U) Phon - 557- /359 0 - 0 1 _, .; LLI j u 1 0 gApproved per applicable codes. I:Corrections required prior to approval. . I— I P- 0 ` ' COMMENTS Z id co -- 41/9/0X-6h,& (....2 , 0 1- 1-- , 0 z . . , 1 ' • . _ : , ,-- .------,, 1 ,.' • . IRV:Aft i tr q h vc,t11-40,4* . q_fg!'.,-gfrIk • Date: 'rg.! V / lt CcA,k) C.L.f / °/ /0/67— • " - — '' , 1 , . $47.00 REINSPE9tION FEE REQUIRED. Prior inspection, fee must be , ! ) 4' •rig:4§141 paid at t 300 So thcenter Blvd., Suite 100. C to schedule reinspection. • ,,,, - ‘, , : Receipt No.: Date: 1 ' a I, v'irr4.0,7 tt ' ,A, o ( V ' 1, '.' :-/, . . ,. ... , `.■ , .,* - e ' ' t ,, ' ., . ' ; ■ - , ,. ' ' ■ . : ,'... , , ' ., , , , , ,, ,, '. 1 Iv ., - - I --'-..... ( , •,,"-- ..., • . i .., Z ' . 1 -.• 6 5 • t - --- , . \ ---.. ,' ' iftip,•' .. , . ,., Inspector: a ( r / Date: 3 ' ,-, 41 El $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be %V...011tV paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :. , u • f Receipt No Date: . . , , - oor . "Tr'" latatall62 -, • --,'-• ,'• •• '''' ' 4 4 • ^ ) ' ' • ''''' ;,•'•'',';''', I , , ' , •. ' ' ;'= ••• '• ' - Jt. bdavx,...'ektsui4W.Q,Ivie 1 , ------" % - J , - - 'A 47 - - t. ,' 1 Z I 1 • "" ILI U O , Q INSPECTION RECORD _ I WI , V J J = Retain a copy with permit I- - INSPECTION NO. . , •ERMI . T NO. W 0 CITY OF TUKWILA BUILDING DIVISION ' "I� ,d11 VA '1 C - : 6 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Q i t ��,/� Ty e of Inspecti n . 1 rf U) d I- _ Address: D "a ca I n d : 0 Z f d). � ► JtI/o 7 . -- ( 1- O Special instructions: Dat wanted: a.m. . ,,,.. Z I — 1 0/7/02 �.m ? : W Requester: .. D p 0� p N P p CJ Phone: � �3 J O l - ,... - --. o —551- h W W ' _. ... / H U a Approved per applicable codes.: r/ Corrections required prior to:approval.. W ~O COMMENTS: Ijj Z / V = 01- ' • "? U / .t.e 1%--" r0 t ' 4 1 - ,, 4 • .::., .- ,z, oi....t. 6,...-1 1 7-1/ ,: r E I !„ - t • ( " /4",6� /, t . •..' . Liz E , ti V �� M ,� Inspector: Date: "�r L.. ' / — ; , ' Li] $47.00 REINSPE FEE REQUIRED. Prior to inspection, fee must be paid }: 444'' "= •"I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt ! No: / . } Date: .. if 0, .. 1 ,,,, Ir' .4: \.e.-.-,a ,o,'& l "..r':7C " `,. '.. ..,- . ±t :` .a,: " Srt, . . '^; `. . ,,.', , , , a.pv . 4'41' 'Otiii 6 ':iiiikVt..bEag(t nib ; - .M".,i.Y.,iilgi,24£41. , r iii4 0,' ttki 0:4;476 1 ., z . .J U < ...: ; INSPECTION RECORD I N o w w '� t Retain a copy with permit _ 4,.1. :;` , INSPECT a NO.. PE N•. Y ' CITY a F TUKWILA BUILDING DIVISION • •• �.r� w O ' r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 QN i LL. (?/ ec of Type o Inspection: I Q 4: "'..�..�' '' • kiti m 9LJ /j6 024 GL I A)SI(L M77/2/t) Ad ss: Date Called; I I W r' () 7/4 rn) 2 t ' % J -/7-�� t ,. .Instructions: , Date Wanted: a,�, j g R equester w w . r C ??[[ U /� L�j Pho e No: ��� _ 1J d�9 O u � a�o) o- CO 4 NpOroved per appl codes. 0 Corrections required prior to approval. I H U ' i''; COMMENTS: . I — 0 U N p.,,, .... , , , p.1-" . z „.„:•..., : , 1 . ,..„:„.,...,... ,,, , ,,,,,,,::„...,,..,...... ,. , -. ,,. I t t lit,....,',:-..,;- { l ; . i i t „,,,, A4 , \ , - Ins i , �'t ,$:� r: Da ' �s rr. , r . , „. ?1 <. "f�r 6.. ,,,' two e ' , , x 47.00 REI ION FEE REQUI D. Prior to inspection, fee must be ,” ..: paid at 6300 Southcenter Blvd., Su' a 100. Call to schedule reinspection. . 4 - , a. .:" Receipt No.: Date: N 'S`F' i }.,,„ i F..,n' ,y+• , . t -• , jM` f i}..M':. ,y .'t.r.+.:,,.` . . . 1. : i` , ^""M ;...- .i.:.'.�,s,? . .. <.•..5.� .,.. _..e',,i ....,. r...w...x... < . a - ':. ti { ar '4, 4:';a}A.(�.'xri Seri@- .:if�li�"'Msr.14 It." /4 �(i ° ,zt1 , r;';01,.4:0 , i'i S ', +„7•%t 1 1 ' ,- , -- A. 4 ,-, t . . 1 .., ' ) Z ' 1 ,}— Z W Ce Ic 6 5 t 1 ",,,..,.,,, ,. .,,.. , , ,,.. ,.,,. . , .. I i ...J (..) 00 Ali. , .,.4:•. -,, . ::,... - . INSPECTION RECORD • IP co 0 co u, e lk: ;-..:.•'.: .... :. .: al I ' , Retain a copy with permit E;C -/ ; 00 o ) INSPECTI• NO. PE :af, . (i) • IL r / CITY 0 TUKWILA BU DIVISION 4 ■ • 11J .6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 s g 5 1 : 1 . - - : Prgiqc* t; • Type of Inspection: U. < kc. ',.,- : :C,PowAi 44 ofi _, /AiG- 1-4/7/7. /v/i4zzs-°.0,4,e0 D = CO a aljed: i_ ILI AND Ai Date C r 7 02 Z 1— Special Instructions: Date Wanted: ‘4,r0, I — 0 r-. , Z I— ; Ill iii Request i: .„---) i 2 D i f-- 7- D CI 1 \ V, .. : : s ;,c, • ) - 5-5 - - -/ _3. , Ill w , I 0 f Approved per applicable codes. 0 Corrections required prior to approval. l r 'x i U. P C MENTS: ! ; — 0 ...: Z F' ;',','-- ILI U) . I P I gs.' .,. .; ... , , 0 , z ! C.. ,-•,- s , ' ) • k V -. • , , - - . , . . ...-:..‘,.. .: • , . . 1 i , .., --•,-,‹.......,..,' CP`TV- i A il ? kil$: . . • :?.,o.•,,,,Ki.••••.Ki 'P• i , ,,,.- :,.,, ( , i400 n, . ic.. Inspector: Date: P. RfiNda It ',,: , El $47.00 REINSPEC11ON1EE REQ RED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . •::-' ' Receipt No.: Date: ,,,,,,,„,,„t 'J,. • , .. 'a.: 11 ,!. , 1 rel 2 A; :'.;* ' ' ; i :!..''. ; .• • ;-•--"`;`*:::"11...11.4* :, 2 • *; . * ,. ..1 ' 4 :: .. . ' -,- . ,..-rt .• .. • . •. ... i ! I _ .-- , - - -l.lr- - `' 1 -.A w Z . 1 Z W 5 CL i ,: 4. J U 0 0 a':,<:. CO o t : .: INSPECTION RECORD ,. "t.._. ' Retain a copy with permit � � 1. � 11J i U) Li. uj INSPE N0. PE j) N' . 0 s ' . CITY' OF; TUKWILA BUILDING DIVISION 4' 0 f= 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -3670 g -71 Prq}�ct / Type gfjn/sbectio / n: / / 'l l Q .. C rerW/ J '. ` / r. u/ J,44/` 4 6 ` N ' s II iii . Address : D Date Cal d:.�� W _ " /47/,"/1111)9 /e7Z Eitl ? Special Instructions: Date Wa dj f —ooZ � W W m . Request r: i 2 0 0 CO Pho a o: ) 3 7.5 ... / . ... 7 /35 , .. .1 0 — C3 I— { H U ; Approved per applicable codes. 0 Corrections required prior to approval. 1 I— 1 71 ' COMMENTS W U N tf:I.::;:.'.. --. i, .. , PF /4 A ,t,1 i . A ,y/, 4 . 01- : _... it . is = : ... • i c _ , ..41 D ..,e,.? — ,, p t a A A .1 C C .1: CL Vt, !t/ LI r t W z _ A c(--ii ,_ _ , i ( ()CCU j! — • . : K at " , ,;P `. .H +N , ;' ►r-° ' SIA t• / 1 Date :�( / �. r� S • .00 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be . '1, , , : id at 1300 Southcenter Blvd., Suite 100. C I to schedule reins ection. ' : � - p pt No. Date: p :r y . ' .T.-, ,/,; �.' . O1i ..,i - 6' M n}+ a h f''u ,. t x. ; ... Ji.. M+w+ tiaCiyd!.A, ,i.7',w.c,,..: •,,',. .. -.. +.-- ,• -w &t. �" .{:f..}'f£t Kb..4 aii.i iY.° sr 'i , nstsiY W a • y.e.�ti'cti 1 ri•+2r .. , ,f+ 7 . i,v�;n- �.. .:.s c r li ...�..l�.ed.Q '� .„eas .3ra.x.77m$�ni,t � ,�. �..t,: � s:£G' 1 S I , -- ‘,...r , • ../ .... • Z • 1 i— Z w rl 2 D . ...i U .. , . 00 :(:;-- . •-: • co 0 i , : , ,.. . INSPECTION RECORD . . , u) w ,,Y .f,, /e — 1 ,.J' : * Retain a copy with permit -J 1— ". "7 ' INSPECTION NO. PERMIT NW / U) u_ - CITY OF TUKWILA BUILDING DIVISION ..4/, p • ''' ' ''' 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)411-3670 ,. . g 73 ' Pr9oct;, 7,i " ? Tyi nspection:-5144/" , ' ' , L-/.41,111/r) i I 4////06 '/iv , I a ' I Address: Date Called: AJ/47 : : I- III ' (, 7/ //.1)W/ge l■T/' -_,(// —0 • I Z 1.- L:...i. Special Ins ructions: Ai Date anted: ,.......m..,) • I- 0 -..., Z / - 7(--) ' lil ILI Reques r: I. 2 D / 3 / 2 T 0 CO Phone No: ■ i 0 - ..-:: *: ' ' ( 0 )3 '-../.-55- l' 0 I- Ill u j 1 ' A pproved per applicable codes. El Corrections required prior to approval. F- 4- - ' j ,'''' ' ' COMMENTS: , :. " Z w . . 0 u) _ . F_• I . ' ' ea ie it, bv /1 ol ,, .... , . ::"4:. r. •r--) ' ‘ 1: 7;4 .g — .„. . 1, ,,. . . . . .n....- .,,,- 1 r c, ,.. _... ,, , •.7".r.• r ., , :, : ., • , ag Inspector: Date: — 2_ • . . tirfria 1 •:. • ii ' El $ . 0 INSPECTION FE REQUIRED. Pr' r to inspection, fee must be : ; .:,:' . aid 300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. t r.. Rec ip o.: Date: .Lp11.1% 1 . 1 uita ra.4 04 1 , P , A , . . . .1 , , ------ ... -. 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 , 2 Project: Ty Inspe tiory g 5 , uradn /i9ev/ pin 4 P 6(i/flys A D (/) , d dri. c • / /97/ te Clle / a g , 9 9/0<iq ,. — kJ I i_ ill , „...--, Special Instructions: ..4.- Date Wanted/ / %rm.) itr el_ 1 M / 3 Fl? 04R p.m. b • 1- 0 welc ei .----#4w------w.fr or Requester: a I 11J w 2 D bi-, r 41/y D Ci Phone N : 6 i 55 f cli .... LLI u j 'proved per applicable codes. El Corrections reqilired prior to approval. I 0 I— 1 -- , 1— COMMENTS: LL — 0 ...: Z IJJ 0 D. (V /i . C--- .....z,-,.. .64.» 4 t....-1- c., . z , _ . e.c.rxt 45 . , ,.- . ' --- r- --71)- ;" 1 5 , • , . ,,.• \ . . IMIF10.4 14?; ' , %A r• .; 44tM -..\\, Am Date . , . ,.. nspeci r: ' liol __ ilit? 11$ .00 REINSPECTIO FEE REQUIRE L/ Prior to inspection, fee must be • - ,,4 ,aid at 6300 Southcen r Blvd., Suite 00. Call to schedule reinspection. , iraka a Receipt No.: 'Date: • - i i , E i J 1 . 1 . 1 tar , AlkiW9M.A.t. .v ?AA.cW,,,:. • ( I "r" ,7 4•7T`.ra'0; .;'R,{}'i'�•;�; fii „ r �'j' r • ::c;., i r , 2 � « rc.”- Amitr?vr -.i,1a 7' '1w ggr . 1 11/.{{ l 94n' 2 1.77r'T' ..,> .'r ""rat i •.r'..rr ry . " =i7 q , .�! Ci a �i ./`.. gDl"u•R4 •����� n' `� 7 f�' r '���V r ``� � <�.0;=P .<��, FY1,}L't' G.,Y.r Y �$ 1 Y ` ,'1 A � Li 1 1 • '• 11 1 1 ,1 of Tukwila Steven M Mullet, Mayor � s y ? ' City 'r p :'_ . Fire Department Thomas P. Keefe, Fire Chief 1 1908 - -- _ z w ce 2 TUKWILA FIRE DEPARTMENT O FINAL APPROVAL FORM 0 co W = Permit No 00) w LL w � g Q w = I-- Project Name who uu p+ /4 ou ;14 z 0 Address 107 / 4 i'' w Suite # 2 o U V) Retain current inspection schedule _ ,_ _ Needs shift inspection z (1) Approved without correction notice 0 ~ Approved with correction notice issued • Sprinklers: C.'.. Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits . r/e7 iz.6 . , , )(te.■.-e2g.--.. Authorized Signature Date .0v4 • FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 .v . 1} MAW Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 . . Y.' 'r t+K 1 1 L i ''"l�L�'.1'C '''; 4, f A 'P � .p4 . j .ry}vv.,Y • 9 ; ,Y*�'L �{ + ,�"�'T.i��' � °, ,, .id►�i VIP" y n���,,�., 2 f,p,�� n '� "?�.�ji5' �. ax "�' l ' "7T"�y,,: ntT!�:.x - v '+��, �S'' , , a�'",".s3:� f ' ? 'r" T •:ai!t�S*- ----, ci0 1 ti r , � ""� ►' �, *1 LA, w t . j � e �� � �, r City of Tukwila Steven M. Mullet, Mayor ,; CY. *��� _' . Fire Department Thomas R Keefe, Fire Chief , t , -449 T 1 0 . 1908 - -- z �z �w 2 TUKWILA FIRE DEPARTMENT J U FINAL APPROVAL FORM U O N co w ` 'S r I-- Permit No. . C.V.. / C 1 cn u_ w 2 u. ? w ;f I w . Project Name °WA( // 4 t,"/‘ n f Z F. Address / V 4 -t Suite # g uj 0o 0 1-- 1 , Retain current inspection schedule = v ~ f- Needs shift inspection LL z w 0- oI Z Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: A/ Hood Sc Duct: A Halon: 0 Monitor: /11-)T • Pre-Fire: / \i Permits: • ,;4v, sus -,may .1 " N J 3 / d /V !r en �' / t A7}� y Authorized Sigria"ture Date ' ,—°4 r 1 FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 • :,,,"ri., ' lit ata, :4 ! cle Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 p mA w f»�u.vrwn rv+— -.. _._ _ _ _ „ a.v.._ o , —.. .. _�.......�.e..w vrvxc. zarr�c.e+vn.vrrorc.z. n' m1L) Irs• n+ sYCDIR'NFfNYnTlTt4ANIflR y I I - i , -\.. r ` F y , 1 ,tan 1 01 I i M , 1 i Y..4.1ja ti 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 V. " ' r: 1: iimuminiMIMIENZOIZZEM _ --• -- - - -. I FILE COPY TU�(WILLA,WASHINGTON u) d - M;,; = w 1 I understand that the Plan Check approvals are �QO 1..- z subject to errors and omissions and approval of No CHAS CHAmen SMALL BE MADE TO p plans does not authorize the violation of any 77 SCOPE OF WOM WITHOUT P. t , W W i adopted code or ordinance. Receipt of con- i 4 r;3VAL OF TLIKWJL , BUILDING Dikc'lS ' i. ? M I tractor's copy of approved plans acknowledged. 1 P a10113 W t, trir,09011g AF's PLANI s Hp:1 ;1-�•r,� . 0 Q I 2ti:i Vv Al E;i i '7 Atu:1 %!: i:.. ';'.,4„,i9.1 . , a lt• -f i f -s. :O - ' Q H y ` � o c - off �- G SEPTEMBER 1't, 2002 Z l Date Job NC:133.0202 ' i Permit.No. I O2 • CM' OF Ti1 i- z - Avms102:: 11.::: 6,311,.13„_ , .. _. - . r4% A 1 1 .1. ..; % I 1 14 ..,31P --- - 1 /ANAL - -s ! a • /- 1 WIRES 1J -' g 1 ■ RECEIVED CITY OF TUkwtt e r;'. `; ' , " i; ,^ I VI fi � i SEP 1 7 2001 ' ' '` `�` 4 PERMIT CENTEi. a£ R No j : .;: , . iir4te.,i,t \ . .... __. emb 2 ....1 41/ tkF +� 4t-„ 6, t:::,,,,,,,,..„:„.„.; ' — — ■ • • , , • 09/17/2002 09:15 4256440493 KI? PA(E 03 0 / � 4\ E - z �� z _______ I / J 27f a aG W •. I 5 S)4d I s...... W , - : . } I-3 u) a � '4/- � 43 ? 6 /d ryGX.) J C %G.' z 1- 1 :i F 7 - 7 1 •— ..) \ , 0 2 n I D 0 V / U co ___-------/ z Lii F x 4 z - __ _ `3 _ \ (i )' i ,.�/ a)4 4 wr911 d f�''O"Lb - i . . PARTIAL ROOF FRAMING PLAN RECEIVED CITY OF TiJWW ` H 4�4 V l .-- ,— n./ ,7 ••• y"-,./ •✓ C,... �, ' . G c' ; . . . g 4 _ ..� ._. ._._..._. _. �. 't �� I Eva li, • ' _ _.. '. ._ .. . ....a .., . wK ...« ..,.,».a.....,.,.w........�.. ......, ...., v....�.. ... _ .. _.�. ...�. m.�...w.. - ...........a,...» „ww•erwYm <i. ,. �v. Fwatr '!:+Y,;e4�elti�i.A`t`''Kfi�3::� ��.- '".t:zr? J t i I — i , "yr/ — i _ • 1 y ' . • • �� ` 09/17/2002 09:15 425E440433 KIA CO PAGE 85 ......r — •■■ ROOF LOAQS; DEAD LOAD: . B.U. ROOFING 2.5 PSF Z PLYWOOD 1.5 W J U; INSULATION 1 I .N p ii U)W . PURLIN ®8' o. c. 1.6 _I ~ i Suspended Ceiling 1.5 w O SPRINKLER 1 u. Q i MISC. I MECH. _ 1.2 - a U' I 11 PSF 1 I-- W . Z� 1 2? LN>Q LOAD: V co . ,0 H: • SNOW 25 PSF :i v - 0 Z' TOTAL LOAD: 38 PSF U N' H O. Z ; 1 MECHANICAL UNIT DATA 1 ' RTU -1 at 547 Its RECEIVED { CITY OF TUKWILA � . RTU-2 = 473 Ibis SEP 1 7 2002 j J 3 { : r ; ': iJ PERMIT CENTER i ! I . Il • ' . 1 Q :.o,ruSuo e; SroM , ..1 i /� �.± av �,, / /"' �,+ e.-•9 C� l / � } 1+ J ar- ,,: "p ` 40 gm "S ,, K /� 0 G%i . e. .✓./ % r? f// / ��/ ape 'JOG.• ,,c t o . . . . • �.. . „,,,,k71 r � f q. ., ., .1al.ar?x. ., ,r,w,. 'Nn, ?. +. , >,.7�•:+dt.1 h,li.+d: ... .. .. , ,v v.n.•o,.n...::x... ..� ''sv. :..:� RwrA?'IAFYpN4.r . .µ 1 j , p r . - f , - - w - - s.5 r • ..✓- • a., ' ..' -,y 03/17/2932 09:15 4256440463 KIA CO PAGE 09 t LATERAL, DESIGN; (2 J"'!� -- )) (A) WIND- ,.. S P= G g CQsI Z , Z • w j Cs = 0.78 EXP. "13", UP TO :0' QQ re g WM' Cq s 1.4 U O co D' j Os = 13.4 PSF N w w I —I I—. CO [L. w 0 . I P = 17.45 PS 3 .... • LL< u) 3 . _ 1_w UNIT LENGTH (L) = 6 FT z 1 Z.. H O UNIT WIDTH (W) = 4.33 FT w f- UNIT HIGHT (H) = 3.5 FT D p O �0I— w w I— V LL /- — O SHORT DIRECTION. TOTAL WIND = P x L x H= 376.9 ui � ', i Z , LONG DIRECTION. TOTAL WIND P x W x H= 2 ?2.0 i z t RECEIVED CITY OF • ii, SEP 1 7 2001 PERMIT CE-I J , j :! I f 'i s i N '.. i i. •.,,I a -i : r .S ,; •. ��.L2,2.G'':� • i ;: ;�; r s, • • - z ry1.i .i �4 r I ` , 7./cz, .`;',117,..„-:.', i } 77 1: I` : .., _ .. .. ::r,W.t.:o- t;•.. ,Su.�...c1x,Lwc•••^�•_a.� - =_��� .. �.�s�•^ xa..tiN.�.i'w: �z`,'�,.,. , , - . . - ' r 1� -I . __ ♦ i ~ `1 • , 09/17/2082 09:15 4255440453 KIA CO PAGE 10 (8) SEISMIC- I t Fp ■ (Ap Ca Ip/ftp) x (I+3Hx/Hr) x Wp Z i �h-Z AP .2 1 � � ; I C aw 0.30 V ` •00 Ip 1 co 0 co = :. RP '3 �� Hx /Hr 1 W "" 2 � W p w 647 ... -� LL. a CO d Fp = 310.8 (WINO GOVERNS) p w _, Z F- M 01 = W x H /2 = 678.4 ft Z 0 11J ui • M resis.s Wp x WI2w 1400.8 ft-Its v iO - ;, y I 2/3M rests.: 933.8 ft -Ibs > M o.t. W w { NO UPLIFT u_ z , v N ` USE (3) - #12 SCREWS EACH SIDE OF THE CURB h H 0. SHEAR I SCREW = W I (3 x 2) = 62.8 0 I SCREW 0.K i CIT E C II/ O WILA SEP 1 . 7 2002 PERMIT CENTEr • } r, i� i 1 . fit: • i vi f k" . r , .-.. , r. , ,, , , :7 , 1 „,, ,,, , f '; .. '", .,r. ' , ' - ' ) 7 ....- db Z.-4C' Z. :) t.,:;, i / v `� ♦ k,y Pc ' kqM 2- i 1 - - -. t - k- �/ - `t .. • N ) 09 09:15 A256440463 KI. CO PAGE 11 . f 1 LATERAL DESIGN; i -4. % 2-) (A) WIND- p= Cis CgQst 'Q # Z C. = 0.76 EXP. "B", UP TO 30' W ' 6 Cq■ 1.4 , U c)0 Qs : 16.4 PSF W w = 1 - 9 u) LL W O Pa 17.45 PSF 2 } N d I-- W' UNIT LENGTH (L) • 5 FT z I UNIT WIDTH (W) = 4 FT W O w ; UNIT HIGHT (H) = 3.1 FT D p O co O H .. w _ . • w . _ O Z. SHORT DIRECTION: TOTAL WIND = P x L x H= 270.5 .. LI Cl) . LONG DIRECTION: TOTAL. WIND • P x W x H= 216,4 O H h ? Z RED_ ci OF v n ,, P ERMIT t It: % i , .. ' r 2 �, r_.. i' 6 t nr . I 1 ' 1. ^fi r'• . ,, I ) -�_ 4. r,•r . 1 +; v5 ; � • ,/ 4 Nrtick 7 ..... .. — w dYJ.. iJ.uli .... .. {.... . ✓ , ,yk' :IYMA'Yh..f7 •1J: rlq.....i.N+..iu.t...- .i..;. • .. ✓. „n ',:q:, )C , , , - ...- , i ' ■ s•\ • ) .../ . .., ) 1 1 ' • ' ' `••••• \ ) .1•'''..•■ . • I 09/17/2002 09:15 4 .256 4 4043 KIA CO , 1 ParE. 12 . I (B) SEISMIC- Fp = (Ap Ca Ip/Rp) x (1t3Hx/Hr) x Wp ;;z ' I '. • 1 tu 1 Ap = 1 W x, 6 m • Ca. 0.34 _10 0 0 'co 0 I 1p = 1 co Lu ; t WI _II_ RP = 3 , , co . u. . , — 1-tx / Hr 1 2 ' • ' •Wp = 473 ... • ' g n • u_ a. • D (11 a ., , al , I ' Fp = 227.0 (WIND GOVERNS) 1 „ . 1—, 1-0 Mo.t.= WxH/2= 419.2 ft-lbs . , 'LLI uj '2 D; n p ' M resit= Wp x w/27. 946.0 11-lbs 0 fn , 0 1—• • jjj us, , 2I3M resis.: 430.7 ft-lbs > Mot i— — i—: NO UPLIFT . z , o: , . . 1 ...„ , USE (3) - *12 SCREWS EACH SIDE OF THE CURS , ; .. . I SHEAR/ SCRE.W = W / (3 x 2) = 45.1 */ SCREW 0.K. I , I . . , . . 1 • , • Crr REcEivc, 1 . . • 1 SEP 1 7 , 1 200e Ar ''''' ..I,; j ik PERMI; • 1 F:a , 1 c ,,t ,,,,, • , ,-,,,,...r. (Y.•Al:;' 1 2 -•.;,•,,,...., i ■ &.: A C't ' ' ■ r;r1+1.t;','.1..i0 I c 7 ) ,i . ,...1 ..,..,. '''':'..1* • I r'r.• • - ..,,i 17,1 tiAl 1 ' t 7,,,&.':::: , ,...-„e: , ., ‘ 1.••,.,•:‘ I . , • '. ) ." ' •i'nose.: 4 1. 4 re' ' 1 ) 1 . ... ,iLL;'j II f .. .. , 1 . • ) . 1 . I . — , ------ — -- - .- , - _, _ . 2001 Washington State Nonresidential Energy Code Complia Form Lighting Summary LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Info Project Address Crown Moving Date 05/13/2002 1071 Andover Park West For Building Department Use Tukwila, Washington HEGEIVED I Applicant Name: David xehle Architect CITY OF TIJKii\/IL A t Applicant Address: 12720 Gateway Drive, Suite 116, Seattle WA98106 Z JUN 2 5 2002 1 Applicant Phone: (206) 433 -8997 6 ' :H W Project Description ❑ New Building El Addition D Alteration cr EP I t l bi - 6 j ❑Plans Inclu i , - ,- , ' r l 4' ,{ ,--. 2001 Wasnington State Nonresidential Energy Code Compl' ; Form Lighting Summary (back) LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - KIM Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: • Note: If occupancy type is "Other" and fixture j answer is checked, the number of fixtures in 1. Fixtures are fluorescent. non - lensed, with only one or two lamps, and the space Is not limited by Code. Clearly Indicate these spaces on plans. If not 2. Lamps are T -1, T -2, T -4, T -5, T -6, T -E 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture Z 6. Screw -in compact fluorescent fixtures do not qualify ' I Z TABLE 15 -1 Unit Lighting Power Allowance (LPA) re W s s ( ) I Use' LPA` Use' LPA` U 4 , I (Wlsf) I Painting, welding, carpentry. machine shops 2.3 I Police and fire stations 11.5 V Barber shops, beauty shops I 2.0 I Atria (atriums) 1.0 N W Hotel banquet/conference /exhibition hall ° ' 4 2.0 1 Assembly spaces', auditoriums, gymnasia', heaters 1.0 W I Laboratories I 2.0 I Group R -1 common areas 11.0 -f F- { Aircraft repair hangars I 1.5 I Process plants ( 1.0 SQ IL I Cafeterias. fast food establishments' I 1.5 • Restaurants/bars' • 11.0 W 0 Factories, workshops. handlina areas 1.5 Locker and/or shower facilities 0.8 2 I �. Gas stations, auto repair shops 1.5 I Warehouses ", storage areas 0.5 q l ' 1 Institutions I 1.5 I Aircraft storage hanoars 10.4 LL < Libraries I 1.5 I Retail U , retail banking i 1.5 N d I Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section = I 1532 IF- W W holesale stores (pallet rack shelving) I 1.5 I I Z H I Mall concourses I 1.4 I Plans Submitted for Common Areas Only' I Schools buildings (Group E occupancy only), 1.35 ( Main floor building lobbies (except mall 1.2 Z I school classrooms. day care centers concourses) 1 W W 1 1 Laundries 1.3 Common areas, corridors, toilet facilities and 0.8 2 D 1 washrooms, elevator lobbies D ( ' Office buildings, office/administrative areas in 1.2 U) facilities of other use types (including but not limited typ l,_ • to schools hospitals, institutions. museums, banks, - churches)b W W Footnotes for Table 15 - 1 I = - ` I 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not - Q ! mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based Z upon the most comparable use specified in the table. See Section 1512 for exempt areas. U U) , j 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically F- I i directed otherwise by subsequent footnotes. 0 _/- 1 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. Z -. . 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. • • 6) Includes pump area under canopy. • 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used �• for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Ughting Power Allowance is 1.0 watts per square foot. • 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2,6 • watts per square foot. I 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with • the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. • An additional 1.5 Mt` of merchandise display luminaires are exempt provided that they comply with all three of the following: • i a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with --- : ;� :: ; two points of track attachment). I / c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. u` I This additional lighting power is allowed only if the lighting is actually installed. • 1x , ;j' 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, } 1 ,k fined, for computing the interior Unit Ughting Power Allowance, as the floor area not covered by racks plus the vertical face + r y , , ■ area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by `�'il`''` ", ( Y) 9 PP Y Y f racks, �(` 1 $ 7,i' ==i : , 9t'.� i.:,i4 r' i m i f' V" ti r!rrH tiii :�:�d �....+....,o = ..............•.. .n,.n�..v... o .., ..,..............,,...,.....,., w+.......,, .............,._.,....... ,....rw•o w,assna•r..wa .. • a .. f 1 1 4 i , - �: , - - - A - 4 - r - �, 1 Y' ..� 2001 Washin•ton State Nonresidential Ener• Code Corn. .,ce Form ighting Permit Plans Checklist LTG -CHK i 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 • KJM Project Address Crown Moving Date 05/13/2002 i The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the i 1994 Washington State Nonresidential Energy Code. , 1 Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes Z I LIGHTING C ONTROLS (Section 1513) < � ; 1 yes 1513.1 Local controlaccess Schedule with type, indicate locations T -3 Z re I yea 1513.2 Area controls Maximum limit per switch T-3 a j 1 n.a. 1513.3 Daylight zone control Schedule with V type and features, indicate locations C.) 0 I yes vertical glazing Indicate vertical glazing on plans x -3 , CO D n • a • overhead glazing Indicate overhead glazing on plans N W J H I i n.a. 1513.4 Display /extiib /special Indicate separate controls 4 N I;L I 1513.5 Exterior shut -off Schedule with type and features. indicate location W O , 1 n.a. (a) timer w /backup Indicate location 2 -• g J I n.a. (b) photocell. Indicate location U- I C! 1513.6 Inter, auto shut -off Indicate location H W ( n. a . 1513.6.1 (a) occup. sensors Schedule with type and location I Z 1 n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); 1 I— size of zone on plans Z I- I— i 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning 2 D I n O yes Lighting Sum. Form Completed and attached. 00 - Schedule with fixture types, = U uj I lamps, ballasts. watts per fixture i ! I Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency U. Z • If "no" is circled for any question, provide explanation: U N / 0 -- O. i z i I i i 1 I I I I I ,• I ; ic-,,...44Auvo,,4.,l'arIf,ii;r21 1 . i EN En f i "' % f i r �"g? 1 4;t�. i f ' - ,t1 . 1�� ;r,C� �1i P, *al i P 4 . -- . , r - y.i —, ! ._i ._ . . • ,' . 2001 Washington State Nonresidential Ener• Code Com• ;e Form ighting Permit Plans Checklist LTG -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 • KJM Lighting - General Requirements 1513.5 Automatic Shut -Off Controls, Exterior: Exterior ' lighting not intended for 24 -hour continuous use shall be { 1 Lighting Controls. Lighting, including exempt lighting in automatically switched by timer, photocell, or a combination of Section 1512, shall comply with this section. Where occupancy timer and photocell. Automatic time switches must also have I ` sensors are cited, they shall have the features listed in Section program back -up capabilities, which prevent the loss of 1513.6.1. Where automatic time switches are cited, they shall program and time settings for at least 10 hours, if power is have the features listed in Section 1513.6.2. interrupted. 1513.1 Local Control and Accessibility: Each space, 1513.6 Automatic Shut -Off Controls, Interior: Office Z enclosed by walls or ceiling- height partitions, shall be provided buildings greater than 5,000 sq. ft. and all school classrooms , 1 i_: l with lighting controls located within that space. The lighting shall be equipped with separate automatic controls to shut off F- W i controls, whether one or more, shall be capable of turning off the lighting during unoccupied hours. Automatic controls may rt g all lights within the space. The controls shall be readily be an occupancy sensor, time switch, or other device capable U accessible, at the point of entry/exit, to personnel occupying or of automatically shutting off lighting. using the space. EXCEPTIONS: 0 O 1 EXCEPTIONS: The following lighting controls may be 1. Areas that must be continuously illuminated, or U) W f centralized in remote locations: W H I 1. Lighting controls for spaces which must be used illuminated in a manner requiring manual as a whole. opetation of the lighting. W 2. Automatic controls. 2. Emergency lighting systems. p w 3. Switching for industrial or manufacturing process 3. Controls requiring trained ope ra t ors. facilities as may be required for production. Q 4. Controls for safety hazards and security. ---1 1513.6.1 Occupancy Sensors: Occupancy sensors shall be W < 1513.2 Area Controls: The maximum lighting power that may D capable of automatically turning off all the lights in an area, no CO be controlled from a single switch or automatic control shall not a more than 30 minutes after the area has been vacated. _ I exceed that which is provided by a twenty ampere circuit I- W 2 Automatic Time Switches: Automatic time switches = 6. loaded to not more than eighty percent. A master control may 1513. Z 1.. be installed provided the individual switches retain their shall have a minimum 7 day clock and be capable of being set O incorporate an automatic week and incor s t per p t d 7 different types i capability to function independently. Circuit breakers may not for Z H I be used as the sole means of switching. holiday "shut-off' feature, which turns off all loads for at least W W EXCEPTIONS: 24 hours and then resumes normally scheduled operations. j 0 1. Industrial or manufacturing process areas, as Automatic time switches shall also have program back -up may be required for production. capabilities, which prevent the loss of program and time o — ! settings for at least 10 hours, if power is interrupted. p i- 2. Areas less than five percent of footprint for W I footprints over 100,000 square feet Automatic time switches shall incorporate an over -ride switching device which: = I- U W ' 1 1513.3 Daylight Zone Control: All daylighted zones, as LL i- defined in Chapter 2, both under overhead glazing and a) is readily accessible; — p ! adjacent to vertical glazing, shall be provided with individual b) is located so that a person using the device can see the ul Z lights or the areas controlled by the switch, or so that the U) controls, or daylight -or occupant- sensing automatic controls, U area being illuminated is annunciated; and I ! which control the lights independent of general area lighting. 1- c) i s manually operated; p _ Contiguous daylight zones adjacent to vertical glazing are d) allows the lighting to remain on for no more than two hours Z allowed to be controlled by a single controlling device provided when an over -ride is initiated; and that they do not indude zones facing more than two adjacent e) controls an area not exceeding 5,000 square feet or 5 • 1 cardinal orientations (i.e. north, east, south, west). Daylight percent of footprint for footprints over 100,000 square feet, I zones under overhead glazing more than 15 feet from the whichever is greater. perimeter shall be controlled separately from daylight zones 1 adjacent to vertical glazing. 1513.7 Commissioning Requirements: For lighting controls EXCEPTION: which include daylight or occupant sensing automatic controls, Daylight spaces enclosed by walls or ceiling automatic shut -off controls, occupancy sensors, or automatic height partitions and containing 2 or fewer light time switches, the lighting controls shall be tested to ensure • fixtures are not required to have a separate switch for that control devices, components, equipment and systems are general area lighting. calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be 1513.4 Display, Exhibition, and Specialty Lighting functionally tested to ensure they operate in accordance with Controls: All display, exhibition, or specialty lighting shall be approved plans and specifications. A complete report of test . controlled independently of general area lighting. procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in r,;;..; . accordance with this paragraph. yv{r, ' Auk ':''T... r • f -,� '.� :: .. .. ... .. ..... .. .. „w• t' h;.. r ::.6:.a!'`�'ilrnW:iu',.,1�'eitwu 'rrc:.::il,�.uF.:,.0 ,etau...�ra• .. ...,•,•s,,......,........�..... ,.... .. .... »....,............,rw... ...«... aw:..ca•,�,c tSr,'N''r „- a,,w?5 ' S J ■ • . . 2001 Wash " 'fin State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone ENV -SU 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Info Project Address C r o wn Movi D 05/13/2002 1071 Andover Park West For Building Department Use Tukwila, Washington • i iL.t;i':idi. , . Applicant Name: David xehle Architect CITY OF T!.SKWILA . Applicant Address: 12720 Gateway Drive Applicant Phone: (206) 433 - 8997 JUN 2 5 2002 . - Z ' PrnIkAIT Tcnr? g Project Description ❑ New Building ❑ Addition Q Alteration ❑ Change of Use ;F- Z ft sc � ❑ Prescriptive Q Co mponent Performance ❑ ENVSTD 2.1 El Systems J U Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis . U 0 Space Heat Type 0 Electric resistance 0 All other • (see over for definitions) J 1— Total Glazing Area ' Electronic version: these values are automatically taken from ENV -UA -1. W 0 . Glazing Area Calculation (rough opening) Gross Exterior • 2 Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 e % Glazing J Gross Exterior Wall Area if they are insulated to �1 LL Q the level required for opaque walls. 232.0 _ 2. O 'f 1 X 1 00 = 8.6% N D Check here if using this option and if project meets all requirements for the Concrete/Masonry H W Concrete/Masonry Option O no Option. See Decision Flowchart (over) for qualifications Ent uirrentsf meo eai . Z I- assembly below. �� COPY Y . Z I— WW Envelope Requirements (enter values as applicable) Opaque Concrete /Masonry Wall Requirements ? n Fully heated /cooled space Insulation on interior - maximum U- factor is 0.19 0 CO Minimum Insulation R - values Insulation on exterior or integral - maximum U- factor is 0.25 0 I-- • Roofs Over Attic If project qualifies for Concrete'Masonry Option, list walls = 0 • All Other Roofs R -21 with HC >_ 9.0 Btu/ft below (other walls must meet I - V --, Opaque Wall requirements). Use descriptions and values L! 0 . • Opaque Walls' R -11 from Table 20-5b in the Code. Lll Z Below Grade Walls Wall Description U- factor U U) F- Z : Floors Over Unconditioned Space (including insulation R -value & position) 0 ~ • Slabs -on -Grade R -10 Radiant Floors ' Maximum U factors Opaque Doors 0.600 ' Vertical Glazing 1.000 Overhead Glazing — ' Maximum SHGC (or SC) ' Vertical/Overhead Glazing I 1.000 . Semi- heated space 2 . Minimum Insulation R values , {° 4i Roofs Over Semi- Heated Spaces2 IR -ii ?, i i • , 1. Assemblies with metal framing must comply with overall U- factors �^ pp ' 4, ' ` 4 2. Refer to Section 1310 for qualifications and requireme C O R R C Tl O N I ` t 4 Notes: L. ` ` 5a. t Y +,+ i pa y .. . ,,,,,, ;t� iyi� fi.. ,. D02. I'4 „�,, ,° ,.,..liov,1,,, l N: ,ta:w.. .<s.,n..........,..w.,..« _ ,wu wa., . ,,................,_........... .. ..w, .,.._,... ... ..... _.............�,. ,42 . . I , - .-- -i.ir -i .. \ . 1 2001 Washir 'n State Nonresidential Energy Code Compliance Form Envelope UA Calculati • s Climate Zonel ENV -UA • 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address Crown Moving Date 05/13/2002 Space Heat Type 0 Electric resistance (D All other For Building Department Use Glazing Area as % gross exterior wall area 10.2% Prop. 40.0% Max.Taraet 1 ' Concrete/Masonry Option O Yes OQ 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 belay. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA Z ' a List components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) ' F Z U= 0 • 900 Plan ID:1" insl glass 0 . 900 232.0 208.8 0.900 232.0 208.8 're W U= Plan ID: Glazing % Electric Resist. Other Heating o) U= Plan ID: 0-15% 0.40 0.90 C.) ' ' U= Plan ID: >15 -20% 0.40 0 U 0 co ' > 5 U= Plan ID: >20 -30% not allowed 0.60 co W U= Plan ID: ' • >30 -40% not allowed 0.50 J _ U= Plan ID: • (see Table 13-1 for Conc./Masonry values) u LL U= Plan ID: Ill 0 � ) < U= Plan ID: Glazing % Electric Resist Other Heating U= Plan ID: 0-15% 0.80 1.45 g Q C 5 O U= Plan ID: >15 -20% 0.80 1.40 . tn U= Plan ID: >20 -30% not allowed 1.30 = CO a r m U= Plan ID: >30-40% not allowed 1.25 1.- W Ill 0 .e U= Plan ID: (see Table 13-1 for Conc/Masonry values) 0 U= Plan ID: Z N U= 0 . 60 Plan ID: Solid Wood Door 0.600 63.0 37.8 0.600 63.0 37.8 W ul n . g u= P lan ID: Electric Resist Other Heating 2 0 0 0.60 0.60 U U= Plan ID: 0 - „ R= Plan ID: 0 i. R= Plan ID: Electric Resist Other Heating W jj j ` O R= Plan ID: 0.031 0.036 H U R = 19.0 Plan ID: ceiling 0.050 l $0.5 5q fl 0.050 ( -t'gt).5 Sq.a • ~ i5 4 O I f. $ R= Plan ID: Electric Resist Other Heating Z cc 0 0 R= Plan ID: 0.034 0.050 7 8 4 0.140 1$23,8 255.�j rz F- I. R= 11, o Plan ID: 4" stud Wall 0.083 J 2�. I K3. O R =11. 0 Plan ID : Conc. Wall w/ 3 -1/2" 45.5 0.190 522.8 99.3 Z I Studs 0.087 522.8 To R= 11.0 Plan ID: Exterior Stud Wall 0.056 96.0 5.4 . a) R= Plan ID: Electric Resist. Other Heating ' $ R= Plan ID: Ordinary 0.062 0.14 0 . p R= Plan ID: Conc(irrt) 0.19 0.19 • !. R= Plan ID: Conc(oth) 0.25 0.25 "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID: . R= Plan ID: Electric Resist. Other Heating 3 0 ? R= Plan ID: 0.062 0.14 Note: if insulated to levels required for opaque walls, list above with opaque walls �. R = 19.0 Plan ID: Floor Above 0.047 228.0 10.7 0.056 228.0 12.8 . §3 C R= Plan ID: Electric Resist. Other Heating i ci R= Plan ID: 0.029 0.056 ;' - ` °: - R= Plan ID: ' 3lv,44, -. s I R= Plan ID: 0.540 ` { } ors v , e Electric Resist. Other Heating Y iot„, p � � R= Plan ID: g , � � , � F =0.54 F =0.54 s ») .,4 a R= Plan ID: . $ , .. ,.� . R= Plan ID: (see Table 13-1 for radiant floor values) �y.�z �u 1 ( "For CMU walls, indicate core insulation material. Totals � 0 � S (p Totals � � 7� 4� . ; ' For compliance: r "` t0> 1 ) Proposed Total Area shall equal Target i oral a, ano 1) t-roposeo at u A shall not exceea i arget i o tai uA. '`"".t�„<,�y ;; ). +. rtr - .. ,. ^ )' h . L " ail 1.1.` „ ;y:i .•'i `. - �, ... ,r ...: ee%' pa..:. i;:, L.-^, s,". cr•.:•: H: :±�a'::F, <rnf.•i:.e.4a:.v.G,.k rWrirsi.+ Si.• r�TeDF ,i^•i«y+.!lfkRinrr+2:•7R'a• ...ra tr•/.M:et.e+>rhara.isw,*•.. rrwu•........•...... ..,. •., ». . ,....� ..,y., ,..w.r �a. ..v.H.n i , ------ - . • I Washi 'n State Nonresidential Energy Code Compliance Form • . • • - 1 - I ' • --1..1r Indicate face stapling of faced batts N yes 1311.3 Wall insulation Indicate R -value on wall sections; T - 5, LL Indicate face stapling of faced bans; T - 6, W Indicate above grade exterior insulation is protected; T , 2 Indicate loose -fill core insulation for masonry walls as necess; T J ' Indicate heat capacity of masonry walls LL < if masonry option is used or if credit taken in ENVSTD: N n.a. 1311.4 Floor insulation Indicate R -value on floor sections; -- Indicate substantial contact with surface; F = Indicate supports not more than 24" o.c.; Indicate that insulation does not block Z ~ , i airflow through foundation vents Z 0 . n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; W W Indicate slab insulation extends down vertically 24" from top; 2 Indicate above arade exterior insulation is protected , p 0 n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; U N Indicate slab insulation extends down vertically 36" from the top; Q I ' • Indicate above grade exterior insulation is protected; W _ Indicate insulation also under entire slab where read. by Official W . yes 1312 Glazing and doors Provide calculation of glazing area (including ooth vertical _ �„ C) vertical and overhead) as percent of oross wall area f- • yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door LL O • schedule (provide area - weighted calculations as necessary); Z Indicate if values are NFFRC or default, if values are default T -2 U UJ N • then specify frame type, glazing layers, gapwidth, low -e = coatinos. pas fillings F yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading Z • coefficient on glazing schedule (provide area - weighted T - 2 , calculations as necessary) 1313 Moisture control _ ' yes 1313.1 Vapor retarders Indicate vapor retarders on warm side T - n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; ' .. Indicate yap. retard. with sealed seams for non -wood struc. . yes 1313.3 'Wall vapor retarder Indicate vapor retarder on wall section T - ' n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section ' ) n. a• 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground ' 1314 _ Air leakage • yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping T -2 yes 1314.2 Glazing /door sealing Indicate weatherstripping T - • n. a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing 4 . s_: ` �' 7y . PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) "� l E nvelope Sum. Form Completed and attached. / ' • � " •M t 4, 4r+. yes r .. �.. Provide component performance worksheet if necessary , f , .. Provide ENVSTD 2.1 screen 1 output if necessary a , If "no" Is shown for any question, provide explanation: i , ,..- 4.1.i. t , ' 1 ._11; , . } 1 r jj . 'rS, t.''.. .. . . ..... .... . ::..:.'.; ., ..�: {:. ,..� {til'!1'.a'. .we.Awly:r : °:. Gid:,Lr7 .rC:.. c,.4.a WNna.1+✓lu,ey .bY > +�Kewrw,rvo.,v. N �,�,. ......., a ...+.. n...... �r... x. r.-.,,.,. ir«.. n. �..w......_......- ..._.....�_.. _..,...... _....v.. .a.. rv�... s. .,.m. w 1 . . - .„, - - -- - . . . ' -, ' . 2001 Washir ,_'.i State Nonresidential Energy Code Compliance Form Envelope Summary ( • . ck) Climate Zone 'I ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Decision Flowchart Use this flawchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. . 1302 Space Heat Type: For the purpose of determining building envelope ; ', \ Electric Resistance: Space heating systems which use a ectnc resistance , • requirements, the following two categories compose all space heating types: t START i elements as the pnmary Heating system including baseboara. radiant. aria Other. All other space heating systems including gas, solid fuel, oil, and �s•.._ , ' forced air units where the total electnc resistance heat eaaacity exceeds 1.0 , propane space heating systems and those systems listed in the exception to tn•nti o! the gross cond bonec floor area. Exception: Heat pumps and electric resistance. (continued at right) ./TN. terminal electric resistance neating in vanable air volume distnoution . systems. ' Electric •Z • No ' Resistance Yes I Heap �' j /asonnAvall C • ? T Yes en (be o�) ? No insulation? (below Yes I I I ' Yes W No • • s N o . J i- < 40° < 25% • / < ze °b • < 20% Q Glazing? N ° -- �'� -No Glazing? Glazing? No- ►•4 -No Glazing? W r i g J Yes Yes Yes Yes u .. Q • • • • CO d All Insulating Installed? ( All Insulating installed? Att Insulating Installed? At Insulating Instated? I- la • • Opague Wall R - Opague Wall R -11 I Metal Framed Wall U-0.062 Metal Framed Walt U -0.062 1- Z 1- . Below Grd Wall (ext) R -10 Masonry Wall (int) U -0.19 Other Opaque Wall R -19 Other Opague Wall R -19 . Below Grd Wall (oth) R•11 Masonry Wall(other) U -0.25 f Masonry Wall (int) U -0.19 Below Grd Wall (ext) R -10 - . 1" 0 . • Roof Over Attic R -30 Below Grd Wall (ext) R -10 I Masonry Wall(other) U -0.25 Below Grd Wall (oth) R -19 Z I All Other Roof R -21 Below Grd Walt (otn) R -11 I Grtl Wall text) R -10 Roof Over Attie R•38 a j►,) Raised Floor R -19 Roof Over Attic R -30 I Below Grd Wall (oth) R -19 All Other Roof R•30 , 6 j Slab -On -Grace R -10 All Other Roof R•21 I Roof Over Attic R•38 Raised Floor R -30 7 CV ' Radiant Floor R -10 Raised Floor R•19 All Otner Roof R -30 Slab-On-Grade R -10 V N . I Opaque Door U 0.60 Slab-On-Grade R -10 [ Raised Floor R•30 Radiant Floor R -10 , Q , Radiant Floor R -10 Slab -On -Grace R -10 Opaque Door U 0.60 Q f" Glazing Critena Met? Opaque Door U-C.60 Radiant Floor R -10 uj Glazing Criteria Met? Glazing Vert OH Glazing Cntena Met? , Opaaue Door U -0.60 W Glazing Vett OH = V Area % UVaI UVaI S1-13C l Glazing Glazing Vert OH I Gl Criteria Met? ( Area % UVaI UVaI SH,3C ~ i 15 2% 0.75 1.40 1.00 ' U O 15.20% 0.75 1,40 1.00 Area% UVal UVaI SH; I H r Glaang Vert OH ( 0 -20% 0 40 0.80 1.00 Z i 0-10% 0.90 1.45 1.00 Area % UVaI UVaI S • `l 3 20- 0- 30% 40 0.65 1.30 0.65 10-15% 0.75 1.40 1.00 10.20% 0 40 0.80 t.00 40% O.fiO 1.30 0.45 15-20% 0.65 1.30 0.80 V CO i 1 20.25% 0.60 1.30 0.65 i t~ I I Q• No No Yes Yes No No Z `� Prescriptive Path Allowed , . Component Performance • • V po or y . • (Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) 'if the area ' • • Assembly Description Ass .T HC" Areas HO x Area weighted heat Y P Assy.Tag (sf) capacity (HC) of the total above . • grade wall is a minimum of 9.0, , ,r. - --4 .::�; the Concrete " _ ' t4- -- - Masonry Option 4 ; may be used. #' t1�, . For framed walls, assume • 4 . . ' :i5to HC =1.0 unless ; tr`r �` 1 'r calculations are ' provided; for all , , other walls, use e,t .:, . Totals Section 1009.4 i Area weighted HC: divide total of (HC x area) by Total Area 6i • • li i•',, M � ., ) .. ». n.,...... M e ..�. v,n«rm +w � nww,wu»...».a,.:. n . w .,r OM* fs4M warner wW /+bK'M'�.t' F **1 ( • r ' - j , - -(.!r 2001 Washir . 'n State Nonresidential Ener• Code Com•liance Form Building Permit Plans ecklist ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition. June 2001 Envelope - General Requirements 1311 Insulation Product samples used for U- factor determinations shall be production line units or representative of units as purchased by 1311.1 Installation Requirements: Al insulation materials the consumer or contractor. Unlabeled glazing and doors shall I shall be installed according to the manufacturer's instructions be assigned the default U -factor in Section 2006. , to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maxinum extent possible, insulation 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be shall extend over the full component area to the intended R- determined, certified and labeled in accordance with the value. National Fenestration Rating Council (NFRC) Standard by a 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose certified, in _ dependent agency, licensed by the NFRC. fin insulation may be used in attic spaces where the slope of I': the ceiling is not more than 3/12 and there is at least thirty Exception Shading coefficients (SC) shall be an Z I inches of clear distance from the top of the bottom chord of the acceptable aMernate for compliance with solar heat W C truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefficients a ? . roof ridge. When eave vents are installed, baffling of the vent for glazing shall betaken from Chapter 27 of _1 C.) openings shall be provided so as to deflect the incoming air Standard RS 27 or from the manufacturer's test data U O i above the surface of the insulation. 1313 Moisture Control • u) CI Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders: Vapor retarders shall be installed on W W exposed grid ceiling, the roof /ceiling assembly shall be the warm side (in wintbr) of insulation as required by this J H insulated in a location other than directly on the suspended section. Cl) IL ceiling. Exception: Vapor V a or retarder installed with not more W O i Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R -value between it and the 2 , Where installed in wood framing, faced batt insulation conditioned space. a. shall be face stapled. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies �- D 1311.3 Wall Insulation: Exterior wall cavities isolated during where the ventilation space above the insulation is less than CO d framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor H W walls. When installed in wood framing, faced batt insulation retarder. Roof /ceiling assemblies without a vented airspace, Z shall be face stapled. where neither the roof deck nor the roof structure are made of O wood, shall provide a continuous vapor retarder with taped Above grade exterior insulation shall be protected. seams. W ~ uj 1311.4 Floor Insulation: Floor insulation shall be installed in Exception: Vapor retarders need not be provided 2 D a permanent manner in substantial contact with the surface D p being insulated. Insulation supports where all of the insulation is installed between the ng ' pports shall be installed so roof membrane and the structural roof deck 0 N . spacing is not more than twenty -four inches on center. 0 ' Installed insulation shall not block the airflow through 1313.3 Walls: Walls separating conditioned space from foundation vents. unconditioned space shall be provided with a vapor retarder. W W 1311.5 Slab-On-Grade Floor: Slab -on -grade insulation 1313.4 Floors: Floors separating conditioned space from f— installed inside the foundation wan shall extend downward from unconditioned space shall be provided with a vapor retarder. t!- O • the top of the slab a minimum distance of twenty-four inches or 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch Z CD to the top of the footing, whichever is less. Insulation installed thick) black polyethylene or approved equal shall be laid over U outside the foundation shall extend downward a minimum of the ground within crawl spaces. The ground cover shall be l`. H twenty -four inches or to the frostline, whichever is greater. overlapped twelve inches minimum at thejoints and shall O. Above grade insulation shall be protected. extend to the foundation wall. Z Exception: For monolithic slabs, the insulation shall Exception: The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing. floor with a minimum thickness of three and one -half 1311.6 Radiant Floors (on or below grade): Slab -on -grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope: The requirements of this section • the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty -six inches. unconditioned spaces. Exterior joints around windows and • If required by the building official where soil conditions door frames, openings between walls and foundation, between warrant such insulation, the entire area of a radiant floor shall walls and roof and wall panels; openings at penetrations of be thermaly isolated from the soil. Where a soil gas control utility services through walls, floors, and roofs; and all other system is provided below the radiant floor, which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiant floor, the radiant gasketed, or weatherstripped to limi air leakage. . floor shall be thermally isolated from the sub -floor gravel layer. 1314.2 Glazing and Doors: Doors and operable glazing 1312 Glazing and Doors separating conditioned from unconditioned space shall be ? } w 1312.1 Standard Procedure for Determination of Glazing weatherstripped. Fixed windows shall be tight fiting with glass ' and Door U- Factors: U- factors for glazing and doors shall be retained by stops with sealant or caulking all around. ,A —' determined, certified and labeled in accordance with Standard Exception: Openings that are required to be fire r e RS -31 by a certified independent agency licensed by the resistant. , ;t' ` National Fenestration Rating Council (NFRC). 1314.3 Building Assemb U se d as D ucts or Pl enums: �; : , . •'. ) Compliance ,� �., },, '; s , • shat be based on the Residential or the Nonresidential Model � , � I Building assemblies used as duds or plenums shall be sealed, ;,,, Size. , caulked, and gasketed to limit air leakage. :�� � ;� ; , Mg t /4°t'�) , COSI t • :. „.` „v.. -,,:rr;.. ; >;. r., ! ::...... ,. •..,..> ,... :i.;- ti„ ,,q,iuti,.i �Lmua1.+_1.....';:kiclL.e.t..., , n....r ,. m.t..- .a4r.+.» ..,.».... .,.,. -,. .. _..._. ., �.........,..,.... .,e, ...,...,,.a ,...w.aeM...e«.,w» m..e.CtM1.n t 1 studs each side of opening appendix 5, LATCJ45E1. Y1+Sk.L STOP, #.19E RAIEfi. LOCK5E1. YW.LTOP 5 4 JAPIB6 =NS t ,JAtt31 ROOMS 023: FLOOR.- P YGT BASE- MU 4' PRIMER IWJL- PARTS GYP. BOLEGGCs511ELL E 4APEU CEILNG• 1n ?M4' 5U5P. ACOI19T. CEILING ma'am AEi4TNEF:t- SFfd'FNG AI ALL EFTERIOR GOCft 4)I'tAarW ALLAI'aE LOAD FOR SYitc 15 00% OF 20 .44'1F conasT SOMME OUM. LEVE7. WOW 14 ILL ROGt. ADJACDIT TO 04062R 41/00115 fJCA -QM II ALIIMPUI KUM umiak SCE =1 ZOM/OZ /90 1 — .MULL RLBBER 4 RISERS — EX151ING 50CILER RD1OVE Ex15111,4 0115. N • - GYP. BD BOTH 51DE GC. i FN1514 5310044 51'•9' FIRST FLOOR PLAN f✓'AL.E I' = I' -C" r GRAPVic SCALE w' 32' CO 40' 48' ■ 'r , t p 3 ' \ I • Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 1 Phone 425.644 -6400 , 1111 ; Fax 425.644 -0463 r K I A C O z ;i ...w FILE CaPY,. .... _ .,.. 6 m W = J !- CO u. W CROWN MOVING T.I. g TUKWILLA, WASHINGTON N d j- 111 2 Z 1.- I- 0 - z1-: w W: n o STRUCTURAL CALCULATIONS ' w w April 29, 2002 ' LL f- p, JOB NO: 133 -0202 . ( Li m co' — _' o TIA t y u . ? i Z a .c, .i . • a. t 9 4 etc W NOOL \ . , . .... ,,- i)..,...4 , t :'' -,.,. ' • D ` ; `; : 21455 f . '" '; FG il.y t * orIAL.,0441 r 'EPIRES . J — Z 7 -per J . : ,, RECEIVED A . ' CITY OF TUKWIL ` .... :. . f� MAY20 _�� �� 2002 t", v,,- i' u 4`' PERMIT CENTER f R N ' I, D0a i ti.„,,,,„..A„ .„..:y.,•,,a,„ ,,,L,„....,,,,,,s,,,., • t lt.,....,...,„,„ ..„v ...........;:,..,....,.....,. , .. .......:a v......iuwr�'uw.WS.. r. »n .. . ................... »w.- ....,. ... ..._ -..............................e.- ........vr...+Kr......rtYr.l... v!.H✓wv.ara+•pM.*M'A'»l+�NM ?. , „._ _J - . mezzanine framing plan seismic n-s direction e-w direction wall shear diaphragm shears chord load short direction long direction opening above man door plan „■ typical vertical reinforcement t a , k . HEIGHT 16.5 REBAR= 0.15 DELn= 3.814 THICKNESS= 5.5 p bat= 0.029 Mu= 15.61 DEPTH= 2.75 Ac0.75pb= 0.705 H/150= 1.32 As' "eff= 0.169 Ac0.60pb= 0.564 z REBAR Fy= 60 • 0.005. .04f'cAc= 7.92 ' z I CONC. f'c= 3000 PHI= 0.888 Ms= 8.597 'i- z ! Es /Ec n= 9.3 C= 0:391 DELs= -2.9 6 Icr= 9.005 -' o e= 2.75 Mn= 26.25 0 P1u= 0.41 PHI *Mn = 23.32 u) w P2u= 0.75 ILI H Plu +P2u= 1.16 TRY DELTAu= 1.953 %DELu= -0.02 N LL w Wu= 0.026 CALL Mu 13.45 %DELs= -100 CALC DELTAu= 1.953 2 P1s= 0.35 : P2s= 0.57 TRY DELTAS= 0 Ig= 166.4 D a Pls +P2s= 0.92 CALC Ms= 7.383 Mcr= 16.57 H w j Ws= 0.017 CALC DELTAs= -1.6 DELTAcr= 0.13 z F H /100= 1.98 1-0 1 ww M c ` O 0 to 2-3/f, ✓r ,e..,0 ', ( ' �M ,°L/ w = w ( f ) S o ,) o o -{- �. 2,�0 — Oi 3X .rte/ 0"Z mow __ o ,),., 0 x),3Z1.- o,z.- .4 �/i fL„._ _o . X7c . ) , 3 o. %75 . w,,.- : o a ZG ,1� t Zr-- o,d G ,o 4)," oYif� � 0 Project/Subject B No : + ' 0 G ,� 4 Date Job Shoot No. t: o )3--,e,2. 4 � Z2 { I r w . tl/ " r•l HEIGHT= 16.5 REBAR= 0.15 DELn= 3.776 THICKNESS= 5.5. p, bat= 0.029 Mu= 13.29 DEPTH= 2.75 Ac0.75pb= 0.705 H /150= 1.32 As eff= 0.161 'Ac0.60pb= 0.564 z REBAR Fy= 60 p= 0.005 .04f'cAc= 7.92 Q CONC. f'c= 3000 PHI= 0.893 Ms= 7.923 F- w E /Ec n= 9.3 C= 0.372 DELs= -3.58 - QQ 2 Icr_ 8.683 U J e= 2.75 Mn- 25.06 co typical vertical reinforcement load P1u =• 0.1 � • • • : PHI *Mn = 22.39 P2u= ...0.57 W I P lu +P2u= 0 TRY DELTAu= 1.802 %DELu= -0.01 cn w Wu= 0.026 CALC Mu= 11:96 %DELs= -100 w o i CALC . DELTAu= 1.802 Pls= 0.1 4 a - P2s= 0.57 TRY DELTAs= 0 • Ig= 166.4 n Pls +P2s= 0.67 CALC Ms= 7.039 Mcr= 16.57 w Ws= 0.017 CALC DELTAs= -1.74 DELTAcr= 0.13 Z z H / 100 = 1.98 I- ~ O Z I- w w } U o . ® N ur a l 4/ 1— U v v_1 - ) f p., .) c7.0 ,e.,. Z J� - = '� , . .. "// Pis �: o,X7. / • w� -- & , 0 2J s �, .:: - i k 1 � 0 .4 ,- .' ,?.- ; f y t ar s ;� `hir e40 Project/Subject By Sheet No i O Q Date Job No. l 4-- o )35-i., 2.- ^ N .,- ke . ,...:1:11. reinforcement window } .4i2a1S 044N � HEIGHT= 14.9 REBAR= • 0.2 DELn= 3.387 THICKNESS= 5.5 p bat= 0.029 Mu= 29.75 DEPTH= 2.75 Ac0.75pb= 0.705 H/150= 1.192 As off= 0.244 Ac0.60pb= 0.564 REBAR Fy =60 . p= 0.007. .04f'cAc= 7.92 a • . . .. ........... CONC. f'c= .3000 PHI= 0.874 Ms= 16.62 i- z Es /Ec n= 9.3 C= '0.562 DELs= 0.114 cel Icr= 11.55 6 D e= 2.75 Mn= 36.69 0 0 P1u= 0.92 PHI *Mn = 32.05 N P2u= 1. 69 .. _ w = J P1u +P2u= 2.61 TRY DELTAu= 2.544 %DELu= 0.004 -J 1- Wu 0.059 CALC Mu= 27.55 %DELs= -100 w 0 CALC DELTAu= 2.544 1 P1s= 0.88 g,, P2s= 1.43 TRY DELTAs= 0 Ig= 166.4 u_ O P1s +P2s =.2.31 CALC Ms= 13.86 Mcr= 16.57 = Ws= 0.038. : CALC DELTAs= -0.22 DELTAcr= 0.106 Z Lu H /100= .1.788 E- O . : . Z f- w v Di- w , _ IL O 111 fly ��s `o, 3? l 4-2 — 0;79 �1 Z /3 ‘A— eif - ■ f'.5 j9 >(-- zi> - ) i A. -� .J y�- ©,. .. ... .... t , , tea 9 G i IiiL u ; 6 - *4- ).✓ z4- �)s, %� �:. `£ �4� 4- 0 I • Project/Subject By Sheet No. s s V ✓•./ de- O V) of ? ` � ' \/ �''7 /�f � :' s i i.: r , ' ^ a Date Job No 4 Mi 4- — 0 2 ) .7... 7_ d2'Z', h "1 R A.;61, `N , .; 1 s . :nwr 4 r (( ' - - , '.rr tii ' r , OTTOROSENAU&AS)CIATES t; Geotechnical Engineering, Construction Inspection & Materials Testing I 1 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA , Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 i WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED NOV 2 2 2002 z COMMUNITY w '; 20 November 2002 DEVELOPMENT U UO : . , co D City of Tukwila Building Division co = : 6300 Southcenter Blvd. co u_ Tukwila, Washington 98188 1 O Project: Crown Moving Permit Num D02- -`:143 �a J n9 u_ ¢ Address: 1071 Andover Parkway West Job Number: -486 cn m H W I Z t— I We herewith certify that we have completed the following special inspections. To the best of our knowledge, z 0 . I the work inspected was in conformance with the approved plans and specifications and the applicable ui workmanship provision of the building code. M o l O- All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. 'w H This report should not be considered as a warranty for conditions and /or details of the building. i v u_ 0. Items inspected are: ii j z U H =` 1. Soil bearing verification z H 2. Reinforcing steel 3. Reinforced concrete 4. Epoxy grouting - dowels and all- thread anchors 1 . Sincerely, OTTO ROSENAU & ASSOCIATES, INC. z ,.bit4/142e---- / ,a 4 p 7//4. ' • . ' eanne L. Parvin fax c: Poe Construction ' 1-%'...;1,441:',.,:i"` ./ , 7�t II rc FU 1 q j t I P : ! ii11 .1� +r4v?, .gyp 1 ••:i`:.'_A:E Y::::.� Iii O THESE ARE TRANSMITTED as checked below: z Ai<Tor review ❑ Reviewed as submitted ❑ Resubmit copies for approval • ❑ For your use ❑ Reviewed as noted ❑ Submit copies for distribution 4 > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US _ REMARKS . E...4 CORRECT ION LI Art. - b0 1 ii a T {t•' I , 1.2 S t :0 4 . 31 ;A474 COPY TO ' +, .t -fl SIGNED: a ----Q191/1 g) _ re not a at once. 1 enclosures a s note kindly notify us nce `�' I . 1 ► ( , .— _ Y __ !.r , - ' \.. , , ■ • ■ Pm. ) i , I S d kehle architect '. z June 25, 2002 , 1 ilL w ' ( - -- .- - ._r 1 r•.. 1 . I , r-- _ _ — s .— -- te r - 1 ' .., • . ; �) `, / t 1 PROJECT NA,ti1E: C /tJ )/ PER, '«JO:. . Z:)0 z - /V3 Site Address: /D 7/ 4/A)Pet i' e. ,, - 4. P.ie sue Original Issue Date: —'?2 OZ • REVISION LOG • • Revision I Date Staff 1 Date ' • • No. I Received I Initials 1 Staff Issued � Initials z •-% 1 5— /7 -0 Z i & 1 z i F-W C 2 Summary of Revision: /70e%, c ewe- eGV� �eSri , sSa 7' 6 2 , n'/o ram .n8ch'A�t/ /c�� u�,n -- s // u�2ea -G �.P� �- o , /c "- "� 4 0 N O Received By: Q,1 -'IA - tr(.rG v-e.l:hQ W = (please print) J 1— u u_ WO 2 Revision Date ! Staff Date i Staff No. Received 1 Initials Issued I Initials N = a I I 1 . • I- Ili Summary of Revision: z ZO w • • Received By: g n . U w • (please print) N O— . 0 - W — Revision Date Staff Date 1 Staff H v No. • Received Initials Issued I Initials - u- p z 1 0 u Summary of Revision: F O. z • Received By: (please print) . Revision Date Staff Date ' Staff No. Received I Initials Issued I Initials • 1 I 1 ' • . Summary of Revision: Received By: `_s.�,y (please print) ,' , ,,,,,,z,„,,• Revision Date Staff Date 1 Staff s ,x �` " . . , • No. Received • Initials 1 - Issued Initials ,+, 1 (.4.% yr. „.-- . Summary of Revision: r *'i` Received By: ;4, (please print) r 4� 3 ' t 1 ,‘. , - .-- 1 �. f ' LRMIIT COORD CL PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -143 DATE: 09 -17 -02 PROJECT NAME: CROWN MOVING, zz • SITE ADDRESS: 1071 ANDOVER PARK WEST z g Original Plan Submittal Response to Incomplete Letter # -J 0 — 0 0 Response to, Correction Letter # X Revision # 1 After Permit Is Issued I J 1 = —I 1,-. WO 2 DEPARTMENTS: Ap o� a Building Afton Fire Prevention ❑ Planning Division ❑ = a Public Works ❑ Structural ❑ Permit Coordinator z H w o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-19 -02 2 0 Complete Q� Incomplete U p p ❑ Not Applicable ❑ O N 0 1— Comments: 2 W LL O Permit Center Use Only i Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire ❑ Ping Z' p p g g ❑ PW ❑ Staff Initials: } { TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -17 -02 Approved [( Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: - - s ti r . , ,. ii , REVIEWER'S INITIALS: DATE: r", €__ r, ;, Permit Center Use Only ` ' " t ,Y; < ` ' { " x CORRECTION LETTER MAILED Departments issued corrections: Bldg ❑ Fire ❑ Ping p g g ❑ PW ❑ Staff Initials: w - . itRMIT iiiiYlf� i > COORD o Documents/routing slip.doc Y } �Y' 2-28-02 Pam : '..,. , .1,,. , i .........>.i .. ',vow i f - -- -- . - 1 - ■ P. 1 r ? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -143 DATE: 06 -25 -02 PROJECT NAME: Crown Moving Remodel z TUES /THURS ROUTING: { Please Route Fr Structural Review Required n No further Review Required n , REVIEWER'S INITIALS: DATE: • APPROVALS OR CORRECTIONS: DUE DATE: 07 -25 -02 Approved n Approved with Conditions Not Approved (attach comments) n t t Notation: �x j ,„,,:,,,,, REVIEWER'S INITIALS: DATE: , 0 Permit Center Use Only ; • CORRECTION LETTER MAILED: "! Departments issued corrections: Bldg ❑ 'Fire ❑ Ping ❑ PW ❑ Staff Initials: ,AATk,c t Documents/routing slip.doc 2.28 -02 , ' : PERMIT COORD COPY . 64 - , ' ! { PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -143 DATE: 05 -20 -02 PROJECT NAME: Crown Moving a • SITE ADDRESS: 1071 c[ Andover Pk W 2 6 , - i ' , _ - -- , .Z/ - i • \S . ` ,141�' • ' • �i . w • i '' City o Tukwila John W Rants Ma or Rants, `� ;���.' ` _ = • ' Department of Community Development Steve Lancaster, Director * ..• gar _ . I 1908 _ = Z 1I ,.j. . 't°R "r` zep, 'I 1 :i:x4,i2 , '',"/& D Pt',. d � V 1 V 4 D • _ .. _ r f � . « M:ii re?e_t .P ?,r,r ' rA4' Y, "- _.... + - ' , , * - 'r N, � � , � L� -, V : a . '« v_ .1 vn,•�. y ip. � ._ .., tX.m� ". ,_ �r ��" , . / �' �._ , i � _ i- iC. � r � : 1Y7`..,. "fAi . . ;::'t� . r l ..__ .. ��,-. . . • Zt .. ,. � � ,J, •_ ... .. � ,^ „ .-1,-,1"11:' ,.. T .. _.._ ..,p,J.. ,r � ��ES ce.'e i•A tire• + � c - 0 O Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted w = . I through the mail, fax, etc. -J 1- 1 . W Date: 7/o ' Plan Check/Permit Number: 2 0 y u.. • 1 • • ❑ Response to Incomplete Letter # rn a ❑ Response to Correction Letter # Z i ❑ Revi sion # 1 after Permit is Issued - • • Z O 2n I e �o • P roject Name: C. ho vo vi M, o u ► t j . . D to Project Address: ► 0 7/ , v,a . v r Pat,k W. 0 w w Contact Person: A 1a n IS y 15 vv1. . Phone Number: 20 ep — 33 —f39 f 7 F- ' v LL H • ' 0 ■ Z W Summa of Revision: 1 k c 5 t 5 - nn a•- OL o � -� - VA -c, LA Ir.A. � o root t4 Z ✓ti't, 10 .e..Y' h Vl e_ .c Gt." 4"0 5•A. p D r V1.244) 1^odf' Z wID uktn. - s 141..12 G 44 , c. ai( u w Cf S 4rNAZ VA I li . go — t' c vt.c w . • T • • • i _ • • is _ p' 7 • t <.�} � ee � �t ti33 �.. li SheetNumber(s): L l0 3- k v. 10 0 l b s s k. ; 1 ! ; ; , •; ,�. "Cloud" or highlight all areas of revision including date of revision ; Received at the City of Tukwila Permit Center by l' tie -61 r J Entered in Sierra on t `.,' 06/29/99 .' h ,• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 - 3665 ,wT a meam -a-.... nrnw�rx"SSY�kt�'9�1. .:_�,7 ,,. ...... .. ,..,,..,.. -_ . . • Project Address: 1071 ANDOVER PARK WEST LLO Contact Person: ALAN BYLSMA Phone Number U Summary of Revision: 5 ( 't....e. f T 0 w.,., ,,,e. u ( -co) 4-0 4 2i- a « I biz— o.~ e a. vk<, h 44-441 (5 ) .. _p.f- -'” Z $ 4--(.. 42. ! ,,t4 r 4 '1- t,4 e L, 'P- P 1 ct v'-ea -�.t of 9 0 . G.„e . ol.' - ( a" w el ti a. 1 ( 40%." t wok* # , 0 cot /"tQ.-e-r.r C ? 1 . d 00+- 4i w 144.4a42- ex, rvi d o it 11-1..c2- -("' 5, 4 3 h.e,,�, O4 c w e'-.e a 0 1 . - ( 0 --'% : Sheet Number(s): d LL l ` °�" "Cloud" or highlight all areas of revision including date of revision `� . '{ ; Ifikt, . . • Received at the City of Tukwila Permit Center by jCtVv t t '... , i ' ® Entered in Sierra on te f )-C' e Z "' � ` 06/13/02 ,' , ,'4 EMU 1, , - -- - - I N 1 . . ill; r = Cy • w z i• - I t . W° [ w IUD 1 V Ci 1 . :- =w • . I— — • % w '. / z Th a entity has bean issued the bLsiness registrations cr 1'�c 1is.Od � w N , i , r DEPARTMENT OP UCEtiSiNG. MMUS A PROFESSIONSCNISKII C..) — . 1 P.O. e0X i00I OLVa A WA El/441• 034 (MEI e14.1100 q = 1 1 00006'7 AT 1 , .. • .. ; i ' DEPARTMENT OF LABO)R AND INDUSTRIES !; } i ili . REGISTERED AS PROVIDED BY LAW AS il j CONST CANT GENEF L - t • i.t: , 1.,REGI '# ,- DATE CC01 ' POECCI *247QZ 05/01/2003 -41(--:- : . EFFECTIVE Dr'1TE 11/09/1976 1 ' { j . I POE CCN6TRUCTION INC ' ' i . , • • 11 __ PO BOX 899 ,.;` . . ACTBLTRN W 98071 -0 11 A r r IL t: � r< r f , . . : . . .. . ; : ' 7625-05:-1:0) ;: i .:i -.1 . „ .............,...........................„._._ ...,............„.. _ . . , 71 L. Dcp,I h And Di,i�lap Cer�i'1.au• 1 _ r . r • • • . ,, „,, , ... „, ., ....., „..,.......:**„ ...-..*,..11. . ,_„,........ .......... ......, .......... .4 • .. .... .— . .. , ., . vox. f....,,,,..6.1.00.4116../MOC.W.01.1,,,..M.L.WitrAW4A*90"Ot [1 ,,,l.„.,.N. H%: 1. 411 . ' ill j 1 „ site plan legal description building statistics accessible parking stalls vicinity map crown moving first floor demo plan overall floor plan --- - • - - -- ----- --- ..__ ___ _ . ........ _ --. - . It . , 1 . 7 C'OOR S E 'u_E 'ROC', SC -E ALE ,L DOOk E; E TNG 30' Aur114r STOAT 7001E a•LOOK Rte E'E2E3E4 FLOOR - Pat CARPET ROOMS 4 562p.0 . FLOOR- NEL CARDS" ▪ --- _.,.�r..rti EbE'E8 Et BASE- "a. 4' & BA5E - •8 4' RIMER ° - DOOR E EX!5T11/4 3* -8 MOOD DOOR 4 .14 ,.00X5E' I -l2 PAIR 5.1"5 W�L- REPAIR ✓4MAGE� GYP CD ANC REPAINT 'EGCsSEL_ 11848.-- P+'��A(f1ED WI' �ii c. BrAE? a • CE Cs- EXISTKa 2 .i4. SLOP AC.�USTgGA: RE°AIiR '42c 1 REAL��GF '..E �Ks- 2 ;4 51..15P ACCWST WL.I'4 : - ? I DOOR E3 Ex"$! 2 -a'i* -a WOOL 1 . ATO E" 1 -In. P4 BJT'S pa"sAGED ` 5. • t_ ROOM 1. B War. OOR- .. SWF' At, 1,, r DOOR E4 Dam,* 3* -8' + 000 DOOR i JAB .4 PR ACS OC K '- 42 PAIR BUTTS Room ES: FLOOR- WO avax ER45E - 5' r.OvE.'' WEEP I f�tY_ ---D i BASE- NO WORK WAN5G0'T- 48' -144 -Art '. : I: 3 G DOOR E5 EASING 3 � F+OOW 'UAL LOOK 1 Ore �. LOCK 8x12' o DOOR WALL- REPAIR DAMAGED GYP. BD 1 REPAINT (6GG5iELL ENAMEL; i�14__- FAl0(? GYP BC ( SEPT-GLOSS ENAi'EL- 1 CEILNG- NO LORI( CELLI►.6- PANrT GYP BC 'SE'"�s.056 EXAM. Y p ,� ( is i i-►�E Q.�i / DO OR Eb. 3k1 5L OCO DOOR WOOD JAB ' -;r2 PAR e.715, 9J5wP'JLL. LAU. STOP EfOEI FLOOR- NO WORK CLOSER 1 EAT►ERFRF +-� BASE NEW SASE I ,,----N „----N vlNiJErC T PE D T WALL- REPAIR DAMAGED GYP. BD. 1 INSTALL ►EiL NYL WALL COvfR tt r I ' 5 . 0 ” � >_ D L ; , U t �1 3k1' S C WOOC DOOR ;u00D J '- l 2 PA WITS LJITGNSET WALL STOP, I'�� Cr; .... �.� A EXIS TI 1 YT G ° NG. REPAIR DAMAGED GED Cs1 P. Ba. 1 IRE-PAINT � CEIL ` A 4111x414_ I• INSULATED GiA56 N LL'Jr NU'1 FRAME BALL • 3'-O' AFF , ■ 1 ROOMS ECI FLOOR- NEW SHEET VINYL DOOR 1,12.4 3'0' SC. 11100C DOOR WOOL JAMB, I -!R PAIR BUTTS, LATCNSET, wALL STOP BLUE- NEW 5' COVED SAFE- vM L B LT I L D I t 48- WALL- REPAIR DAMAGED GYP BD 1 REPANT (EC>GSI ELF EW r i W tttti @ I N G DOOR 5 ` : k SL. WOOD DOOR WOOD JAMB. ' ' -� PAIR BUTTS. _ocKSE?. DEAL 90LT �3 I 4FF GLASS a.�MNUr qt E i EI TI G BUILDING WA 48' PL LAMINATE raAAL_ STOP. CLOSER 4 uEATHi�STMP a i � w CEILING- REPAIR DAMAGED GYP. BD. i REPAINT (EGC#ELL ENAMEL? a c ! A U A DOOR 6- 3'f.' 5L. u10OC DOOR MOOD JAMB, ' -I/2 PAIR BUTTS, PR1vACY LOCK W4L: E `—J i STOP SIGN 'MEN' RooMS 1s,13: FLOOR- NEW CARPET ENE '�Y CODE NOTES , 1 BASE - NEW 4 RUBBER 4:1. F , U NEAT i5 /!A GAS 4C ELEGTRI_; HEAT ALLOIiEC GEG GYP - BD 4 RE: ANT (EGCsSNELL ENa'7E�, DOOR 1: SECTIONAL DOOR u�/ LOW BEAD �O1 TRACK CEILING- NEW 2'x4 . . SUSP ACOUS' CEIL NCs i) PRr7VIDE VAPOR ON ALL WALL TA L TO E WAR' UDE G %!! /!! %%: 3) CAULK AND SEA' AL_ PNGS EV TO alTSPE OR J4EFL A? SPACES DOOR i0: 3k�' SC. WOOD DOOR ETAL JAMB, ; -U1 PAIR BUTTS, LATC;NSET iAA4Li STOP. NCLZI G WEAVER- STRIPPING AT ALL EXTERIOR DOORS. RO01'!N ;1,423: WALL- REPAIR DAMA FLOOR- NEW 1IC;T 4) MAX!'U'1 ALLOW,6BLE LOAD FOR SWTCH IS 80% 7 20 AMP StRair. SIGN AREA OF EVACUATl 4 , WNOLE ASGE! L' TO BE ONE 4-OuR FIRE R R ATE,,^ ' BASE- NEW 4' RUBBER 5) PROVIDE DUAL .EVEL SWTC44I G M ALL ROOM AiC.+ACENi TC Y �� DOOR A: 3'x1' SL. WOOD DOOR W E;, OOD JAM i - J1 PAIR E JTTS, LOCKSET, WALL STOP WALL PANTED GYP BDi ECaG,Si$LL ENAP1EL? pcTER}OR u OW6 I = T �I CEILING- NEW 2'x M 4' SU5P ACOUST. CEILING b)GLAZNG ALUMtI t . M FRAPE. U =0.90. 51./.1 I K A DOOR SCI- IEDULE NOTES. ; _ Z ` 4 T_� I. STRIP AND REFMISi4 EXISTING WOOD DOORS AND JAMBS. '04; 1 1 2. FINISH NEW WOOD DOOR AND JAMBS TO MATCH EXISTING G DOORS t JAMBS z p , 3. ALTERNATE PRICE TO REPLACE ALL EXISTING WOOL DOORS 4 JAMB 4 o E -. INSTALL NEW HARDWARE ON THOSE DOORS. - . p ¢ ¢ 5/8" GYP. BD- BOTH SIDES U ~ 2' OL. 1' 2' R - C. 2' O.G. 1' C.C. 1' L. 12' O0.C. • 2X4 • 24 OC. W/ R -11 BATT ft,/ / - - - O 2'x4' SUSPENDED ACOUSTICAL I3 ' -m I�' -® IE' 0 ' 1 / o 4 ( �` NSiJLATION, TOP OF WALL INSTALL RUBBER 1 RISERS o t CEILING • 9' - 0" AFF. W/ 9 BATT �-:-� "— - - -- INSULATION ON TOP OF ?ICES TENT _ I • __ -_ / • lm' AFF. 11 I ( OVER LIGi;T FIXTURES, SEE DETAIL 51T - 9 ( � X I T' / ' i Hi 1 ! ►�i ►�i�Ii►�i�ri111►�iiN� 1 1 1 ' , I - ki ie I ' PillIVIIIIVI�+ VIIII�� I /ii'111111111H1) ° o ( �' ` � ' F.5 i 1 l i ` i : $ 1 : I, '1' j i i ► r 1, o y o� 2 ►� + iI SG OIL I I II ti • XI T' 10 (oi ° — — ' n' MIN Tr O ' — - , — � 'II ' Y 518° GYP. BD. BOTH SIDES 0 O {' E z - - -- " I EXISTING SFIOItER / I 11 �, ! f 2X4 • 24 0.0 TOP OF WALL j I ^ m Z I ' J 4 -i) O •10'AFF- I I. 1 G A ''O 1 EXISTING CEIL GRID 4 LIGHTING -r- + 1 ® I Q>t CD — ~ NO CHANGE - r I ' Ez i 3 Q Z at, —Ai r1.---: -- I { ( '-- _t XISTING OFFICE \ �/ h * N W V) 4 i ' REMOVE EXISTING TILE GRID �� 1 .I T .I T RELOCA EXIS TMG I I+ EXISTING W ^^ 3 6 c13 N$T TILE 4 (TY C-311, �•:� ...:lC•i CAB 1 5MK l i JAMB, FILL N OPENIN ,W� 518 t �- N ALL NEW LE GRID. P►CAL, i IC GYP, BD. BOTI4 SIDES; 2x4 •24,1 e 1 ALIGN NEW GRID W/ EXISTING GRID ve al : _ i tING I or.. 4 FINISH SMOOTH jM! FL U5H W I WHERE THEY ABUT I � 1 '� I / : I , I ! N \ W ~ • 1 j I VA. N __---Y 1 I x SUSPENDED ACOUSTICAL g1'.3° V • >` CEI LING •9' -0` / C IAN 61 0 0 Do1 7 1 GRAPHIC SCALE 1� � i i GRAPHIC SCALE �..J ', m 1 4 8' I6 40' 48' �' I t FIRST FLOOR PLAN Z �� o REFLECTED CEILING PLAN IST FLOOR 1 32 I� 8 . 16 3 4m 48' j 1 Z SCALE 1/8" = 1' -m" I SCALE 1/8" = I' -0" 11 i F--I � 1 SCALE I /8" = 1' -(d" ! II[ il SCALE I /8" I' -a' F�. .-1 & . 2'x4' SUSPENDED ACOUSTICAL :.- CEILING • 9' -0" AFF ,-► - . r F.5 - F.5 •, ,� '� � , I DING STAIR ' ! i ' • E--- ' 1 I I I f SIC 5/8" GYP. BD. ESOTN SIDES 2x4 Z /' D N I ® . . _ L �� 2 I �" °' •24" OL. TO 6° ABOVE CEILING CITY,o ETUKw,,A AL.:. .I .IAA. G (6 EXISTING SUSPENDED '• ir [•I '� O JUN 2 5 2002 I CEILING 1 LIGHTING, 4 NO �� .W �, �� fi r. PERMIT CENTER `� �� 1 1 � ir -, -, •VE EXISTING TILE GRID - ISTING OFFI 1=s ®/ a Q rJJi -.TALL NEW ?ICE 1 GRIDITYPIGALJ _ - O O Ea r —___.,- • pi ALIGN NE GRID W/ E GRI - i \ WHERE THEY AB UT ► �N-y ;t 1 14 0.. RPPLAGE €'C . I A. • l r. - .t > ■ ■ C' tddd4J T4Idd9 d ! HANDRAIL �� i EXTEND 24 CF O a e(n EA BOTTOM TREAD 4 12 BEYOND • ---� .- ---• t • r --- -- • 1 1 I TOP TRIAD. RUN CENTER 162 Q Z 1-- 1 O HANDRAIL RTUI� ANDRAIL TO L. H N - 0 0 4 ° "rr 11 O ,. . Q V ,—a E - a 52' -3' ® CD 6 0 ,'" I , GRAPHIC SCALE '1 '' REFLECTED GE IL INCA PLAN 2ND FLOOR ' 8 3� __ 48 � a GRAPHIC SCALE T�- 1 1 !' ~ - �� 4m i I I F- SECOND FLOOR PLAN 0' I' 4' 8' 16' 32' 40' 48 1 SCALE 1/8" = I' -0" SCALE 1/8" • 1' - 0" � i SCALE I/8 • I' -0 ! l SCALE 1/8" = I' -0" E 06/24/02 07:00 are I1 \CAD \0208CR0WN\ T -2 -2 c‘ • 1 4 '1 • _ - - _ . . _ - -- - - ,.... ___ _ .. _ .... .._ . ._______ i ( r) p .,,, ,, v ' E OL L S Y.., .. ) - ' i 2 x 4 R 3 '''.$E - -e c „dx'cSCEI~ �'" s OM L.Irs,.' _x*"., ... . NC 5.:',..._ 5 - 1 A - ., 1)J ..- SN CsLE 5:k8 .=,:rt moar NcANDE cENr ! , I pap 3 BULB NvCA DE ;..1.4... - ;..1.4... "1CtlirE: _IC04T ARE 45 OF XRK l t e . ,;',44775 . FiX 1G�,T SuJ+'�' 1 UNDER 1 '.4i5 PERM I T- T g 3 _ i g i �J -''' `f— 0 r `t f 1 EMSTING i I EXISTING BUILDING BUILDING a W 1 T G °NCB 1 FIXTURE TOTAL 2' x 4' 3 TUBE, RE�ESSE: 90 WATTS n 1496 WATTS GG } %% / /�i /� ,. SURF..CE 1~O',.IJT INCANDESCEN T v 15 WATTS 1 b WATTS Q9 3 SUE ,...,ALL. `1OUNN EL 120 WATTS 1 120 WATTS I PRO°OSED L I N ''TiNCs Ib3i WATTS F� N ' N.T.S. Iii as TOTAL WATTAGE ALLOWED: 1651 WATTS Z L Q uI .._,_. ® ® e c --- , 2`x4' SUSP. ACOUST , , , CEILING 4 9' -0" AFF - X ; , 1 1 20.-6' X ; II I 11 r I RELOCATE EXISTING , 1. C ° ° _ DRANICMG FOUNTAIN if RR if S F - ` 12 i t C9 0,:;1 19�` �, ,� �� � Nl r i M �I m r 3 _ 1 r 1 4 - N ,'I -__ _ : n 1 I 1 1 z" ' b' BASE CABINET ■ ∎ [ ' _ / ,' ! fp) OFFICE 11 Q - - - -- . _ I uu S NC -! a � 11 � r1 3 ;a * ' T 1 ii CO CO < ! { r r 4 - 11 N N ' I A i ' „ " w _'k ; I 1' -5r i t vv W __ — - - - - ''r I °Q ! I I I PAINTED GYP. BD. B J a V u as 1, 1 I I CEILING T �� i ••• p q qb 1 11 , /1 �J I I 1 i t l i J -L 11J_L___ � f-. 1 UNDERSIDE OF STAIRS m • as I T -9 T -9 ' 2l-8' 6' -9!' 0' X 1 ' GRAPHIC SCALE O i REFLECTED CEILING FLAN — 15T FLOOR 1 CsRAPNIG sc,�'_E � 0' 4' 8' 1 6 32' 40' 48' li ! FIRST � COR F LAN 0 1 4' 8' 16' �' �� s' 1� SCALE pa . 1' - 0" 1 - -- SCALE 1/8 - I' ' i i Z �� _ -0 1 1 S J SCALE 1/8" = 1' -0' , -- SCALE ' /8" 2 1' - 0" \ i' 4 6 �) / B C '1--..-1 0 � U-.) U-.) 39 -�" - I' -14" 18' -4" X b' -m" 6'-6" b' -E'° 3' -0" YCCEiv'ED 2' -0 OC. �, CITY (�F TUKWILA ( 2'x4' SUSP. AGOUST. ,I' ..t9 -- CEILiNCs �9' -0" AFF. i -4 3' -� ' b' -0' 2' IfD " 9' -01` - UN 252002 NOTES 9 1 - - O I. T IME 1-IvAC SYSTEM IN ROOMS 11,1221,122 IS TO PROVIDE - - - -- - - - - - -- - - r__. =___ � '�. , ..,� POSITIVE AIR PRESSURE M NOSE AREAS IF g ,..,,i, ENTER IRII 1 8 ® L� ' 1. ;� ! W '* o FFIC I 0., 1 MA Z , 1 0.11 ill _ o -- _ __�--* - - I MI ;k_ - ! 8 { O N ODIC PAR 1' - r1� -��IEO e. I i - %?. I„ i , i v 2 2 r i i 1111 1111° I a I P ITION3 1 VCT 5' 4KsN 0 i- e N •Z 8 � + ►' / 1 ', S 8' 5" l' - 3!" 9 4" ' o • • —__,k w I Q I 1`--- 4' - 0.. 4' - 4' -0" • - 0" 4'-0" 1-3 A • a I I I I 4 ' - 5 N +a ' lc, e I 1 V V ' ; ' i 1 r K n LR OF WALL r O w I ® w PAINTED GYP. BD. I I ® W �� CE ILII4's Q d • , - CENTE of W T -b - —v - IS'ATCN -. '' ! — - -- p li._.v r ® OVABLE ® .H ' 0 124 e---I 4 3' - 113' -4" 1 2454 C -91' ,f - 4'91` , I 6'421" C_.) i 39" Y a Air - li ,I ' GRAP1 -IIC SCALE i APHIC SCALE j RE L.ECTED CE IL INCA PLAN - 2ND FLOOR : 32 40' 48 ,i;i ' SECOND FLOOR PLAN li l I Kj �' I ' 4' 8' GR 16' 32' 40 43 T —` z SCALE I/8" • I' -0" 1 '1 z SCALE I/8" • 1' -f i 1 j SCALE I/8" • I' -0° 1 SCALE 1/8" • 1' -0" 06/24/02 07:00 an Ii \CAD \0208CROWN\ T -3 -2 4 1 e section a-a section b-b section c-c Lk) "--: 13' , i ' ! x*STNCs P G STR�CTiFE 4 -ATION I ' . a g i g A / ........_...._._.__._..._._..=... o a 1 -cii u d t i $o ._ 1 18 - - -- a T q i _ - a o lel ( \ / ,— / \ ® EXISTNCs G1-13. NO GY‘. BD. TH15 SlpE 6' AvO �ILNCs TO 7CM CF G.....B. Ilia NO GYP. SD T+415 S!DE CM OF GCE- f � ` FROM 6' ABOVE ).LING \` tG BOl?OM OF GiB STEEL DEFi.EGTION TRACK 1 WOOD BACKING 2x10 +24" 0.C. - != GATT NSULATICN, TENT t r 2 -2X4 { i .IGr•I F I XTURE S R -19 BATT INSULATE TENT 114 °X2' BEND BAR BRACKE OYER LIGHT :IXT2JRE5 I Q; ~ i UJ/ 1- 1/2'X LAG -BOLT g, as 1 \ i • -; momiwor . VERTICAL 2X4 RAILING - O t / -'`- 5UPPOR • 3' - 0' OC. MAX. /`� , - 5/8 !s''P. BD. BOTH SDFS tx4 924° DG. • a BRACKET DETAIL a—a — PLAN VIEW NSF. ACOUST. CEILING 51.15P. ACCOST. CEILING o CONT. 2x4 BLOCKING R '' BATT O b" ABOVE GE a 1 i ?- LAYERS /8" TYPE 'X — I a GYP. SD. IN,TAh_LED PER a f GA. FILE• RC 2601 5/8 GYP. BD.. TYPE 'X', BOTH . _ C SIDES 2x4' +24" 0.0 • f Ira / INSTALLED PER GA FILE* WP35I0 Tat 2x4 TOP RAIL • . Z.-- �' F 2 D 02.... /0 a A x4 HORIZONTAL /TYPICAL) R -li BATT INSULATION —T�ir TO b" ABOVE CEILING 2x4 VERTICAL SPACE et M _i ?� 3' -0" O.C. MAX. * M WI �* r .41' N Q l/2" PL UNDERLAITENT 2x4 CONT. : 9 ,...., OVER 3/ 44 TtG PLYUD. � - 'TRUSSES +�,. 3/4' C PL Yl1D SUEFLOORT OYER C1 C1 < .- 3 z in" PLYWC. UNDFRLAYMENT `^ / 1x 116" 0.C. = 5UBFLOOF� OVER 3/4" TtG PLYWD. ' 1 s,, 0.C.— v� ; LI1 II s; SUBFL.00R N. rx� \ ....! 101.11.1 4 t , . Q CL 211 ., \ . __ - ` "(/)01 • i/4 "X2" SEND STEEL P VA i .1114111111k Y GLB NO `sYP. BC- T i j 2 41 �� as fy, -..., ' GA F)LEfC 1x12 *lb 0.C. 2 -2x12 2- L4YERS 5/8" TYPE 'X' SUSP. ACCOST. CEILING 2-LAYERS 518" ^ aE 'X' Fl GYP. GA. I�iFG STALLED PER CONT. WOOD NAILER GYP. BD. INSTALLED PER GA. FiLE'FC5406 CONT. 2x4 BLOCKING .- O s r r ki h' � , i _, — 5/8" GYP. B. BOTH SIDES 2x4 *16" O.C. � _ t R-II BATT INSULATION STEEL COLUMN WRAPPE / W/ 2 LAYERS i/2" GYP. B - ---..........„. j f x H IR FIRE RATED PER GA ILE•II00 0 ' s r ro 11 - - z EXISTING CONC. C s SLAB ON -GRADE REi;EIVEJ Z t CITY OF TUKWILA ' SUN 2 5 2002 y / PERMIT CENTER 0 ° < o `, W Jv ttv Z 1-. Q o o� a WALL SECTION B RAILING WALL SECTION 0 SCALE 1/2 " =1' -0" / a SCALE: 1 2' -1 -0" 0 X 1-4 SCALE: 1/2 " =1' -0" d C.,) T-5 06/24/02 07 =02 am II \CAD \0208CROWN \T -5 -2 • 1 w 1 + ,• « — / W •� ti ilf -'.. t -v I. I , r Do 2 10 f 4 h fIW 3 * w 8 w EXISTING ROOFING. a v 5"Ri TURF I N5i1_ATION u [1 U 1 2x4 BLOCKING I _ /( tis ® F , { SIMPE,ON DIG X48 OC. EAC.:4 NINNNN SIDE STAGGER 24' O i 5/8' GYP. BD. 'OVE 2x4 �" _1 D 5/8' GYP BD, j U ✓> . i • I " ' R -19 PAT? INSULATION. TENT e. 0, OVER LKsNT FIXTURES W v• o':I Q s o a' HH L ' j - -?'xd' SUSP. ACCOST. CEIL1NCs N. m Z 1 co m CO I I R -II BATT INSULATION WIG -�-- \ / r CO 03 / INSULATED GLAZING I" INSULATED GLAZING I" MSULATED GLAZING M ? _ i r M SU LATEG GLAZING N ALUMINUM FR:-'‘.ME---7 IN ALUMINUM FRAME M ALUMNUM FRAME ] LS.C. ,1JOOD� IN ALUMINUM FRAME— -7 Q 4 BD. BOTH SIDES N gQ 2x4 / , 1 . DOOR / m `r I N N • : - ' i W I I I I ~ NAIL OIL ALUMINUM WINDOW wi I. INSULATED GLASS 'N. W CL La. CNI MO l A. U • 1/2' PL'I'U,C. UNDERLAYMENT OVER • I f I 6 3/4" TKs Pi.YU� SUBFLOOR • I • E TRUSSES o ib" OC. U 111 1 1 I 1 11 5/8' GYP. BD. OVER 'Z im 2x4 X24, 0.C. / 05 111 1 1 I 1 11 TYPICAL SOLID RISER Y r, ) "V Li."1_,.... , ✓ 1/00D I NN Z 2x12 024" O.C. t il I 0 TYPICAL PREMANUFACTURE.D TREAD I e NC GYP. BD. T1-115 SIDE FROM "' , k'' b" ABOVE CEILING TO / BOTTOM OF STRUCTURE 5/8'' GYP. BD. OVER . ..7 W / / PAINTED PIPE HANDRAIL 11 / 5/8" GYP. BD. OVER 2x4 2x4 q 1y" OC. �--� ■ UJ SUPPORTS e4' O.G. MAX. 2x4 SUSP. ACOU5T. CEILING INSTALL SOLID WOOD BACKING — m / I rt fa OPEN TO WALL BEYOND 1 i I" INSULATED GLAZING 0 IN ALUMINUM FRAME - . Q I 5/8" GYP. BD. BOTH SIDES y S.G. OOR 7 WOOD 2x4 sly" OC. t R -11 BATT E---. t D e INSULATION t 2'.0"____4 i ' z I CITY OF TUKWILA 11 T ' 2 2x12 NOTCHED STRINGER \ iECEIvi EACH SIDE t M IDDLE _ _ � � NAIL ON ALUMINUM WINDOW it IW I" INSULATED GLASS . 8 �; JUN 252002 e 1 EXISTING CONC. / a ERMIT CENTER O • ■ SLAB ON -GRADE . 1 ' 0.', E XISTING CONC. SLAB I • 1 y 5/8" G YP. BD. OVER s ON'GRADE I-�-� 2x4 ly" OC. Q w / o > ,-- . 1 I~ 0 000 7J) 0 .< SO 2 / X02 w ■ t N. STAIR SECTION o all 124 e---I SCALE :1 /2 " =1' -0" WALL SECTION O SCALE: 1/2 " =1' -0" T- 6 • 06/24/02 07103 ar, II \CAD \0208CROWN\ T -6 -2 $ 4 1 0 \ ♦ ♦ . W k w r- -:L r — 2 e t Pc 3 C 1 1 I 1 1 I 8 6 ' 3. e j a )-. 4 1 ExST'C, R.s *G • CO's' AN' 5' Q' F ' EXISTNG R00446, STRUCTURE NSULAr �C CAM STRIP / # I EXISTING ROOFING. STF3iCI RE 1 NSULATION , �% EXIS NG ROOFNG STRUCTURE 1 INSULA T CN EEA i k' _ �' \\It. ' ii ♦ ♦ r ♦ ♦ ��. _ ® 1 I _ark / • 1 1 1 Ex'S :mac. W4i_ agljE�X13TMG GONG. �' `P � . a i • + 1 1 1 1 ! 91 I en = z 1 in � FE ~ I i R - BATT INSULATION, U LI R BATT INSULATION rn TENT OVER LIGHT FIXTURES TENT OVER LiGr-IT FIXTURES - MA �'��. .... ., v..i �JJv'v J'J.�V.. -'✓ T�'vv J'v Ci �,,. }al C \ , JJJ r o - -. N IEP ' 1 \ TQ� WWI 2'X4' ACOUST. SUSF. GEILMG CAULK } 2'X4' ACOUST. SUSP GEILMG / \ 71 \I 1 % \) f `�� SAW -CU? 6'11x4'9 OPENING inTO EXISTING CIS e) W en CONC. WALL MS? ALL ANOCIZ"cr✓ ALUM. CO CO NS GLASS I # Z j r� 5/8" GYP. BD OVER 2x4 •2"OG SAW -CUT ii , T ba'H / NAIL ALUMINUM WINDOW OPENING INTO I 5/8" GYP. BD OVER 2x4 W/ r INSULATED EXISTING CONC. WALL Q WMgU UP I" INSULATE,' GLASS I I FARM t R 1' BATT INSULATION 124 "O C. FURRING t R -(+ 9 \��' ..i. i 9 ® GATT INSULATION 5/8" GYP. BD. BOTH SIDES 2x4 NEI Ea v 124" 0 . C . , l R-11 BAIT MSt1L. Q N ! j A NODf2ID AI41.•,11. STOREFRONT ip ` Q , WINDOW W/ !" ,INSULATED a GLASS I �v f I i' / ;14 ( I } g 03 • `" :n EXISTING CONC. WALL 06 ( 1/2" PLYWD. LNDERLAYMENT \ x ♦ P ! OVER 3/4" PLYWG. • \ I W '4 © 1!1 R L YWD. UNGERLAYMENT s ® OVER4 = © Li V1CBFL 3 0 © E ® p in ® ® in ' y ® //r ::o::: O 1 • 1 --- TRUSSE 16 0.C. ♦ i'F.-•-• 1 \ J-- 4!k ILI°J , ' GIB. ® as I fs Ti 9 #` / e i r / .�� 1 I �� ' 5/8" GYP. BD. R -!9 BATT INSULATION 1 2.1 s SYNTHETIC SlruccO OVER I -V2" RIGID 0 • SYNTHETIC G •UCC0 OVER iI' j FOAM INSULATION, WATER PROOF WOOD HEADER -5/8" GYP. BC T 1 - Ir!" RIGID FOAM MEMBRAf " PLYtID. SHTG., INSULATION 0 PLYU.C. SWIG.- t � 2x4124" O.C., j 4 R- I1 BATT INSUL. d 2'X4' ACOUST. SUSP. CEILING �--� Ij ` l= L s' `=' O. H. SECTION DOOR W/ LOW 9 HEADROOM TRACK �" ! IIII 5/8" GYP, BD. OVER 2x4 Q a k' 124 "O.C. FURRING, 4 R -!I e Q A21 i E s GATT INSULATION Q , C,.., CI) NU s a tilft glai 4I yI� �Ir irk CITY OF TUKWILA tit EXISTING GONG SLAB JUN 2 5 2002 0 ( EXISTING GONG SLAB F y ON -GRADE f EXISTING EXISTING CONC. SLAB + E RMIT CENTER a /1 ON -GRADE C, a o W —/ " ' --/ o > 01 in rri / O CO 0 .034k q EXISTING GRADE EXISTING GRADE 'x,00 U l' _ -- `,;.-.;, X e---i CD F WALL SECTION G WALL SECTION WALL SECTION SCALE: 1/2"=1.-0" SCALE: 1/2 " =1' -0" SCALE: 1/2 " =1' -0" m y 7 06/24/02 07103 am I: \CAD \0208CROWN\ T -7 -2 dr--- 4 0 / Q « +- - I b W L: 1 ( 3 , 4 o " 9 ?' Y 4 4 EXISTING ROOFP�Ys STRICTURE 4 JLATiON EXISTING ROOF _ / _ 5 I ; _ . r ; �, — , .....‘ , / 1 i 4. ..... / % , - ... v b , j 1a 5+ri�1 / EXISTNCs GLIB. i . 1 \ E> !STING FURLN II 24 924" OL. WI SMPSON \ STEEL DEFLECTION TRACK WV EACH END i — Ali R g VO 2x4 .24" 0.C. a o cl r m o al tk 1 : 1I --, ; - .7.....„____,_„_;ucif.--: ; / ";" \ k' v P. 2'x4' SUSF. AC-0115T. CEILING CEILING 111 _ ACCOST. CEILING Ali \ j N CO m0� NAIL ON ALUMINUM WINDOW 1 W/ 1" INSULATED GLASS I m I I a ' 4 ic° CO 5/8'' P. B. SOT SIDES 2x4 Z M 924" oz., ! R - 11 BATT NSUL. ( Q 'a ! .1'11 •11^ ' ' V :sl ® ; .... cI � it 1 CI CO k \ p x a _, 1f1" PLYWD. l9JDERLAIMET�T EXISTING MEZZANINE FLOOR au. c4 V10 20 —I— OVER 3/4" PLYWD SUBFLOOR CD 2x12 JOISTS Me" O.C. M T - LTAB MI - - :II 7i [M, ----- 7 .-- [ t \ l_ RS \ 2X8 BLOCKING 0 24" O.C. N A • I R -15 BATT INSULATION v Z 1 ill N j ! < . Z EXISTING CONC. a-, SLAB GN - GRADE / . ;I " OF TUKWILA 0 71,21 AB ON -GRADE RECEIVE:, - >< / � JUN 2 5 2002 w r te , i '' / / °ERMIT CENTER J W 41:11' a ;Q JvN 2 % loft w z o aw 0L ( e--I J WALL SECTION SUSPENDED WALL DETAIL .t C.) H SCALE: 1/2 " =l: -0" K ,. SCALE: 1/2 " =1' -0" T -- 8 06/24/02 07.04 an I1 \CAD \0208CRDWN\ T -8 -2 r b 1 r 1 0 • ----- _ \ `k WrE TA,- i t GA Mr ARE SONNEVEL TO L W& k SEISMIC AREA MIN FLNFER 4 TO STRICI M ACCVE WALL A •'15iJILA4 IC e r "" / 11161LATED GLAZING A5 W sr ;;; SEC IF R4,: STEEL S0 4T tiY't�' "CAC. v SIDE EAG • TABLE F MIRE Q.N�G - 41:1- INTER Or F PE - C S3J1. !+t-° - t _ .. 1 y 2 v� - �'�! E� '� i T.� GL 'c �. R�" �J ''�E GE - i T i.ES BRACED` �' ' r CONCRETE p .='' AL - G C " O PIPE ItI AaP B OF AIRTC L ;I A 1� C STRAPPIED TOGaE $R TO PRA '/?pE S • { �- -_--� PAPOW CO E. r N5<LYTEL 13O �yMR OYER • ''0i' S A� ' \ 1 IRA 5-'d GYP BD 3r CAULK *TORS 'T 5. IPE BcTTO"s $ A» ^A^..iEL OR PPE Lii1F '�.+T E?vGL05u2 uF /= "A4T:�! 114,66 114,66 to j' SCE A�+BG - 5TEE_ 9?ttD F^1 Aa5 I C u STEEL AtGL.E "G I t lfMETAL EDGE C w '41 'r GA USE :'>R BRACING 04 EA PLATE C ORNER FNiS+- T! IC& +REVEL t " .:ht NItER = - O �G 4NCiE N / TILT-LIP PANEL \ ki R35ER r 1 / BE 'Ut' l7�EC R T1� + i ' PL O iti1TIMt i5 6 -O FRf?" BC'- I 1000 {{ Z f a'' i "� .. RE iEAi R;i#1 SMOOTH 0TH CALK EA Lai- ` PRA BE ri _ y . � .41 . RIMY R . �� � i . / TREA: W; + c sx 1 4 -b ' SE�..ONr F i O ' S '1R: Etr - _ N. < 'AB FOR PPE STING I vv :0-6* SEGG*O F100R O 4}' -r - CPVCRE'E ^.T UP 5 '3' _Eft• ler CONDUIT-ACCEPTANCE ACCEPTMIGE TO 5' -2' , Qe _ i fa —G4L!C .+ \ PANEL ' StJ>B'5411 • C CONDUIT-ACCEPTANCE TO 6'-6• I 6 i METAL ED � ANTED TILT !P CONCRETE �;' ;,� III," - EMT r.O1�Dli�T -AC P►d�K.E To 8' 1• o y O y 0 Li e v COFaER FM 5µ - IS' - E"" " COWDWI- ACCEPTANCE TO S -10" \ ► I Fes+ t SMOO1. I S 2 '-EMT CQ01A+T- ACCEPANCE TO 16•-6' v f �i N Ai tl" LANDSCAPING eER' • /� t 3 I*�T = 0FOt3tT- ACCEPTANCE TO 20-2' - w . U GA+1K STORE a01JT FIRS' 1LOOR J 4' E'"T CONDWT- ACCEPTANCE TO 26 -0' I PARABC�:G LENSED ? LtJORESGENT FixTt v 1 L&4TERPROOFNG } H05T OF THE ABOVE 15 ' CALL`' STOCKED IN we DIMENSION L1:T1GTH5. =� "- A� A' ✓AILABi.E Wf C INSULATED GLAZING CROSS RUNNER NECESSAR` VALiES ARE BASED ;1PON FOR RECESSED LIGsNTS IN AN INSULATED STANDARD CALCULA T IONS AND CAN BE SUSPETJ* EG CE IL INCsS MAN RUNNER SUBSTANTIATED BY ANC ENGNEERNG FIRE? 051,41R • TR AD SECTION � WINDOW I HEAD 3 . WINUOW SILL �' 5E ISM!C !BRACING (� ,,L IG -4T FIXTURE PROTECTION \� SECTION 1 � � � N T TO SCALE SECTION I � " � SCALE - !-V2' = l'-0" SEC 1 I 1 FINISHED CEILING ill/ 501ND BATT INSULATION I EXISTING ROOFING 5TRUCT.IRE I 2 -- ►w I 2x4 924 C. 4 M 1 NSULATIOW QQCC I ILL VAPOR BARRIER / ,Y LIGHT BAR W/ $ /8` 3Y P. C. W R 1+ BATT OFFICE WARE HOUSE LE:2,3 F _- • 3 LK�HTS BON SIDES NSULA ?ION I• �suLaT>� :Lase M \ ►�� NAIL ON ALUMINUM ! JNDOW , W 1' INSULATED GLASS IOL METAL J AMB I ! 24 W' In" PLYWD. SPACER COW PLATE �.. 9 2x4 BLOCKING 4 ■ - " `l (l 1 ' ( r r - t 5 ° PANTED GY°. BD.- \R ,a■ u 3' - AF ilk � 1 t �, 111( G� 2x4 BLOCKING - STEM DFLECION TRACK ' - 5EM! -GLOSS ENAMEL ..)1/ \ i , 1 ' � PAPER TOWEL Di P BY TEN ® 1 1 I ( I . * CONT. TOP PLATE 5 8" GYP. BD. PLAN WAINSCOT I . 2x4 2x4 924" O.C. 0411111) �� is W/ R -1' BATT INSULATION �, ~ / m AFF r (\. '" -- 1_ . . WALL MOUNTED SINK NAIL ON ALUMINUM WINDOW Ott, 2x4 BLOCKING / �Z� o LW r INSULATED GLASS '� ►� 3 -1/2" STUD ' >_ 924 O . G . 0) o 0 `9 . OD CO C� ^ 4t 0 , x - w� 5 /8' G YP BD BOTH SIDE5 2x4 +14" 1 1 Z +n STUD PLUMBING WALL `'" � �" I Z., • (MN 6 "i W/ BAT' OC. 1 R -II BATT INSULATION - M t0 1 1.,,,„„p3 ATION OFFICE A N L t U�RE 5E - : .OVED ✓INY BASE 11111/ � D Q NSU Cs1 CV ( , T c Y ALE P �CAL " RESTROOM SECTION SECTION WWINP I I HEAD SECTION ___,--___,) WINDOW ( SILL SECTION 9 \WWLA LnT O � WINDOW �'� DEFLECTION TRACK MEAD ta ZS co o C SECTION SCALE: I-1/2" - I SECTION NW a � "V)CI) _ 3 In" MI STUD R - II BATT INSULATION A • I U ty r-- EXISTING CONCRETE WALL 2x WOOD BLOCK fi t= }, ,/ 1 ING I t' Ir / PY NDERLAYMENT / INTED BD. \ 5 8 Gl p BD C4LLK �� l 11 / JAM 5/8" GP. BD. O R 2xd 9 `:� o ASING - PA I VE 24 O.C. ;. < -� �� �� FURRING t R -II BATT INSULATION ��� 5/8" x WOOD STOP SYNTHETIC STUCCO OVER K�x `-, SYNTHETIC STUCCO OVER �- / I- 4 1/2" RIGID FOAM I ATION NSUL *;< _ n" KsO k r FLANANscoT ►� In" PLYWD. UNDERLAYMENT OVER , ,� 7 7/ M �� " WATER PROOF MEM WATER 1 -lR PROOF ID FOAM MEMBRANE INSULATIN - 3 1 - _ Om. 3/4 PLYIID. SUBFLOOR t JOISTS N • 1 / E r — I -I /4 "o GRAB BAR + k I ct C--p — ■ f 1/2" PLYWOOD. SHTG VI" PLYWOOD, 51-ITC: ' 0 X x l K `'y I SOLID CORE WOOD DOOR I E r 1 v I 0 I WOOD HEADER ' WOOD HEADER � • PAINTED E 0 = I x.y, 0ld. SECTIONAL DOOR � 'x 11111101 � �t ' ' . , r I �9 ' N < - , CONT. 1 /4 ". A+' W/ LOW HEADROOM TRACK � 5/S" GYP BC. EACH SIDE `" I 1/2" lia , - I ROUTED DRIP � `'+0 14" TRUSSES •I6" 0,C. (TYPE 'X' RATED AS CALLED OUT) * j k 1 •l `'':< 1' -6" 1' -6" I A 1 r X E. W C cf) OOD FRAME DETAIL TY ICA S 00 11 SCALE: I -I/1" • I' SE CTION j? 11,E ". L RRE TR M ELE 4TION ELEvaTla� VA PET AIL „ FLOOR sECrION , )DETAIL FLOOR 4 F SCALE t -IQ . I'-0 SECTION S CALE: I -In" . I ' - 0" SECTION MISC. METAL � NOTE ` p a r RECE th 0 ,...) GALVANI K ZE TYP.) c a 11-61 CITY OF TUtiv LA 1 vii STEEL ANGLE 3 "x 3" x I/4" ;.. , 2x4 924 O.C. �� w, JUN 2 5 2002 1 x 4'- 0" W / WELDED NELSON STUD 2 LAYERS 1/2" GYP. 13D. ,ti ..,' ,` > "�> ', EXISTING GLB °FRMIT CENTEP • 12" 0/C PANTED`�`t IEXIST'G 1/2" UNDERLAYMENT OVER PLYWOOD SWIG. t 5/8 GYP. O. EACH SIDE /-FOLDING GLASS WALL FRAME W/ Q . EXISTING CONCRETE TILT -UP .Z� % - JOISTS •16 " O.C. 124 Q PANEL '`:� I" N°.�IILATED SAFETY GLAZING '` 1 —SUSP. ACOUST. CEILING ,j' .e.-- --,t FOLDING GLASS WALL BOTTOM TRACK. Z ,-- + STEEL DEFLECTION TRACK _ REMOVE UNDERLAYMENT TO RECESS TRACK r O < al �, : ts. SHIM 1 T ' - RED M 5/8" GYP. BD. 'I' J _ L -- �. - ,,,� - 4" x 4" TUBE STEEL JAMB (PANTED) --I/4" SHIM 0 O 3 42" STUD WALL 924" O.C. 4 -- In "x2" CLEAR WOOD d C ,---i = i— CASING EACH SIDE STEEL ANGLE 3 "x 3" x 1/4" FOLDING GLASS WALL 7 2X8 BLOCKING • 24" O.C. 14' -0" HIGH W/ WELDED TOP TRACK • IX CLEAR WOOD TRIM NOTE EACH SIDE NELSON STUD • 12" OlC TYPICAL ONE HOUR FIRE RESISTIVE CONSTRUCTION � OVERHEAD DOOR ASSEMBLY TO BE 49 SET FORTH N TIC GYPSUM ASSOCIATION FOLDING GLASS WALL FRAME W/ FIRE RESISTIVE MANUAL 1" MISULATED SAFETY GLAZING ___ T-- 9 ib )_0 \TIRPEAD DOOR JAMB SECTION 11 STEEL COLUMN S ECTION IA )DEFLECTION TRACK HEAD FOLDING GLASS WALL NEAP FOLDING CLASS WALL S ILL � SCALE: I -1/2 • 11-0" SECTION 19 SCALE: I I/Z ". I' -0" ED C) TY�g SCALE: I In ". r -0" T1'PE5 05/14/02 08:27 am I: \CAD \020SCROWN\ T- 9,ciwg 1 ■ 4 Z i 0 czp ..J f f 5 28 ■ -4 T 4�,E_ "Ity' X 0 1 SEE 5.€ET S -3 _ � _L N -- A L i F O R +. aD aD it I S 1 - �-- r -t -r- x Z. . R , ,r x o < 1 I '3 • G- D ; 1 1 1 NOTE-5 .. - 1 E CE OF 2nd i I ii O I i 1 �� t { ' �-- T T 1 I i E - - - .. I in .... i . _ ____ ____ _ ___ _ ___. _ ___ 1 II 1/8' TJI 550 • 16'o c. � . N - - - + _ - U W I ..r: ...", • 16'o c.. 01 . . N i - —1-- _ ____<>. ___ _ ___ _ ____ ____ 1.... i 1:, ...I . - - ® Q If Mk � j X • a p p ..., 9_ °: ' It It 1 1 1 - kit w il .3. . . . (5) -!'• HILTI 1Cli)W( BOLT II P ANE..EG b 0 ` N N t t V FI ® ' ® Ea SIDE OF OF�iAdCs • 'RAC DOORS 3 •L 0 (EMBED. 4' MIN.) 'r ii le - I . - . I BLOCKED DIAP1d. M S+4ADEO v .:.'.6:1: . •a•• B J _ . • • AREA, LSE 2x6 FLAT BLOCKING a- & • 1 • '• I •• o ' • UNSUPPORTED PLYWOOD EDGES ° `'�• • 111 Q� 'IA" Q • BET1lEEN TRUSSES. ��. • ° ° • Z o • • — - — — 1 — 4 x12 � \ Q" � 3>r xl1 GLB — - — — $ i'. S td � .o i l i i i i r or' V. • : • o ` SIMFua G ° 1 • ■ • ti /1111 ' I • • • �y • Qom COLUMN I ! ! i s OFFSET HANGER Q® GOL ti •• ••• " . 1 I I i 1 1 1 / I — DOUBLE JOIST UNDER I I f .. LL ABOVE TYP LEDGER EOLT 5�' G 11�G ,� I) - Xy�_%__ su�LE, I'� -o' d © NOTES: 1 . w w 1. SECOND FLOOR ELEVATION (TOP OF FRAMING) TOP OF PLYWOOD IS: 12' -0' 0 2. NAIL 3/4' T. 4 G. FLOOR PLYWOOD WITH Sd COMMON NAILS • b'o.c. EDGES AND k 21' -2 ' 6' -9'i1' . 4' -6' > 12'o.c. FIELD (UNBLOCKED DIAPH., EXCEPT • 54-IADED AREA). 3. SEE OM - 8/S -2 FOR TYP. TOP le SPLICE. 0 l 1 , SECOND FLOOR FRAMING FLAN 4. PROVIDE: (2) -2x4 BEARING STUD. PLUS (2) -2x4 KING STUD • ALL HEADERS. Z C411. LAMINATE STUDS w/ lead COMMON NAILS • S'o.c., STAGG. 1 41 0 ! y i� U4 � - 5 . USE: SIMPSON ST2215 STRAP • LEDGER SPLICE, GRID -A. ........ c ii: 0 6 , ,c y : a...6. ' I � STAIRS BY 1 k O THERS 1 1 Q __I N � IOC k S _ S - 0 (� I I 1 I I 1 1 1 9• 6' 6' I 16' Q 0'� (2) -2x4 STUDS ATTACH <> I \ �Q ;�� TO CONC. WALL w/ 3 /4'0 1 b. „‹,-, HILTI KWIK BOLT II • 24'o.c. 1 1 i I I I Q- (EMBED_ 4' MIN.) 1 I I 1 1 I I (1 --2x4 • I61oL. i T 2x4 • I6'0.C. LINE UP w/ I I JOISTS ABOvE ei lE 1 ® 1 1 ti •`� (5) -I'• HILTI KWIKBOLT II 14 WILTI KWIK BOLT II C .c\ PER DETAIL -I/S -I • lb' 04., TYP. • SOLID ' - Q.� WALL (EMBED. 4' MIN.) I 'Q I ( CONC. PANEL - ILI ,e' \I ' GO'v OF TUKWILA IQ 6 0 y . • ' ti JUN 2 5 2002 ea (ID a _ _ _______N _______N r- PERMIT CENTER () — -- t i — — — — _ 0 Z I l 1 J EX • �� � — `i EXISTING Dr 1 I COLUMN TYP. LEDGER BOLT SPACING 1 A N 2 ,---- — 1 i 1 — — — (TYP. 2- PLACES) itU / — L _ '* — "NOTES, SHEET '+ 1. TOP OF EXISTING SLAB IS REFERENCE DATUM 0' - 0 1 . S 222 2I -8� ' _ 6' -S'1' 2. NAIL I /2' CO)( PLYWOOD WALLS BETWEEN 2nd FLOOR AND SLAB WITH 8d COMMON. 1 1 1 1 NAILS • 4'o.c. EDGES AND I2'o.c. FIELD. BLOCK ALL UNSUPPORTED PLYWOOD OF PANEL EDGES. , Illi FOUNDATION FLAN 3. SAW CUT EXIST. SLAB FOR NEW FOOTINGS VERIFY 2000 I°8F SOIL BEARING V, ; I/4' • I' - • TIME OF CONSTRUCTION. 108 133 -0202 h 1 Es i io 5 rod • I -- 4." _' LE::(& •► WM !' 2 2 -° ABOVE — a T 4. R ► �u000' z_ �' I � v ' r 3 1i' • ti(= ' .4.0C '!✓ 8 • 4 ,, STACa(i 7 p L'' 3 • 3: 'c s / tLS►is P92 PLAIN .-t 2 t -Rd7W6 80 • Vac. I Qr�aGK 1►, NA... • b'c: Ed. Q0.. FrAC a x fr GG *VP, s r ' r a ti'• ...AS. JR ROC 1 Ep • AbG- t- T.ia PLYYYOOG T..• °. L * 'aCP. jDAtE- _ r -�- 2 Er.,CX. 'c i' w 5`:CaGt / f i M ,•r I 2 : r t_ OE 5' AGG. 6 TJI B_JGC'*Cs TOP E SF :E PCQ ' i 1 11 1 1111L' . PR / • • .48'oG / I L �, r G 9 ,„„... i \- TJI�ORC • b'oc. 3 c.r t+ TJI PER td. I TJI/F'RC • ib'oc z = a 2x4 1 }(2'04- TJI�PRG • Ib'OG. J ✓ . - E SPLi P : -2x4 SPL:GE PER 0 b k.2* CDx PL`'WOOD C� � R DETAIL-is \ E�T - NAILING PER P_Al� 2x4 • Woe. -AE UP w i /' W •/ JOIS , ABC rE U . _ auoOC F NAIL MG PER . �_� ( Otti -V- GDX O Z p ,4 00 O N H }: 3 i v ll a .,a pe EXTERIOR WALL DETA L FLOOR / FALL DETAIL JOIST 1ST @ SEARING W INTERIOR SRG / SHEAR WALL , . a � � - SCALE. I' =I' -0 SCALE: I' = I' -0' 4 1 •O °, = � o • R '• • 2� o SCALE: I =1-0 • ms s • v ; twE d-2' MIN WALL ABOVE 4' T - I'2' NG •v (_) -ROW5 10c1 • 9'ot" I ,0-,11/.2. ( I SLOTTED LO SOLE TIC4L I l5'AGG. _ 1 i 1 ' ►�� I a » 1 •'� '� GLB PER PLAN el" *7,1 ► .. I ", I 1 1 1'h' 1A - - -- . —_ - -- - - -- - -- 1 i �1 _...... ..._i.i..._..� ■- 2 T;' w' i 4)- %e'o i -LILT! WALL TOP 1 I F+.i t. ROD w/ 1-11 150 PLATE �' Ci • 3/I6' V +--- 6 1 EPDXY (EMBED 4' MIN.' O I ! . h 11 /8' - JI/PRC 550 =/ T------ ( ie ','4'x„x(BEAM WALL STUDS —" 1 S — � 1 'ii'xl' Ie EA. SIDE x9' - ' DEPT.-I -I') EA. SIDE �` ' O CC 5 GL Z ( „r_____ 346' �� 1 1 w/ l -NS' M.B. 1 W/ l2) - M$ 1 a (/) '/2', I I BRCS FE 3 '4'x1'x+v' �•2' 1 R 3a'x514 Q 1 I I T.5 4'x4'x14• W I 3/16' FULL LENGtu Z §, k O w I I I 4Q EXIST. CONC. WALL I Z CC o i 0 FLOOR @ GLS GLS @ T.5. COLUMN GLS GONN. @ GONG . HALL TYP. TO PLATE 5PL I CE DE: I ° SCALE: I " =I' -0" SCALE; =i' -0' C SCALE: SCALE: I' =I -0' N.T.E. .. (I " I T.S. COL. PER PLAN POUND NPLAN POST PER PLAN R % A A T PER POST PER PLAN R 4'xIO'x0' -Ud' T w/ (4)-3/44 NK.B. II MANUFACTURER (EMBED. 6' MIN) ' % s ' GDX PLYWOOD, NAILING RECOMMENDATION i�CEIVe. ! CITv QF TIH�WILA • BRG PER PLAN I � ' -raT ouNr�INK JUN 2 5 2002 J (2)-•4x1'42' EA. SIDE. , <> I'- 1'x1' -2'x3' RECESS DRILL INTO EXIST. I6'o.c., LINE UP PERMIT CENTER 5 . I'/2' SLAB 5' t EPDXY w/ JOIST ABOVE a � 1Y • / GROUT 2x4 • DO NOT COUNTERSINK W * 1x4 R w/ V. WILT' KWIK r POST — 0 M� .__._ r ...r■ - o li � I 1 -- 77 ., BOLT • 48'o.c. (EMBED 4 MIN.; r A o /fi EXISTING CONC. SLAB 4 � ' o NILTI N. RO . D in G _ _� PER DETAIL-9/S-2--/ `l • • • • �• >�.l - -- I - - -- - (E MBO EPDXY • • • • Gr k(vo 4c- - - - --/' -- ' 261 01 \ W310 7n /, /• / / x / FTC. SIZE t RE!NF. PER • FOUND. PLAN rL FTG SIZE t REINF PER / SHEET FOUND. PLAN S - 2 or 3 COLUMN / FTC. DETAIL SRG /SHEAR FALL @ EXIST. SLAB HOLDOWN DETAIL HOLOV1N DETAIL # SCALE: I"•1 Q SGALE:II/2 "■I' -O^ • SCALE: N.T.S. CI ',lGAL E: N.T.S. 133 -0202 • r • • $ 4 , • _ - 1 z I � =a z ! -i gR No } 5 - h l .. 1. GOPE_ L BALDING CODE. 14 E ON 71T + 2. LOADS. NEZZ. FLOOR- S, °5F (Q :__ • 20 °5F PAR' "30N 111 SZti SEISMIC ZG'E ' 5 HNC- p � _ N Ki '41P- EXP B', � 1 I 1 SOIL BEARNG: 2000 P .^ ED. TOR ✓ ,/ER'F", N I 5. METALS: G ...r AL - TUBE STEP CO_JAN6 SHALL CONFORM TO AST� A50C. GRAD=B' * =46,000 os 3 u w ` I ALL STRI.CTURAL ANC 'JISCE_.LA+`�€OL'S S S.-ALL CONP �' J R. - 0 AST'', _ Q I = a 1 3-6 5' -e' 3` -9' x i ' ' 5' -0' 9' - 5' -0' 3 - 9' ' A -36 (F�jj °S, UNLESS NOTED OT Rtn:SE MISCELLANEOUS STEE.' Jir -f 1 1 1 HA E S TO BE S MP'-�ON C.A. APPR' /ED E: �A;._ NA_ A_. HDLES AS — SPEGC�Ei $'! N MAFACTi1RER : SH^e.: OT�IERAISE- MAC-• NE BOLTS - 1 o W I I i I i 1 i :::: I I I 1 4. 11 .1,----- - A:�. NAILS TO BE COMMON NAILS NO 50x NAILS ALLOYED. Li1"1BER V 1 GRADES: BEAMS C.F. s' POSTS C.F. *I +c i STUDS C.F *2 i ELK 5 C -F *2 to L P. EDGERS C = xI f 4% AL. LUMBER NOT NOTED ABOVE TG BE DP. °2 :OR BE �R O �D t i U ALL LUMBER SHALL ' - ONFORm TO - rtwPA GC.AD�N6 RULE' FOR STERN L;C, h h ,6 1" s .L c� NSW 11NDOti: OPEIv'!vrs5 NE9J uINDOW OPENINGS ?>'TION' AND EAC- P IECE SHALL BEAR A /A c : ; GORE DR CORNER �' i DO NOT LL UT ; T CORE DRILL CORNERS GRADE STAMP 7-,AT i5 NOT TO $E RF►�fG`J =� - MEMBER. BOLT HEADS AND NUTS BE-�RING AGAINST AO= SHALL • 6E ° ° I FROM '-$ �TR,'G �cA_ k DO NOT OVE J (Tl P. PROVIDE Wlr-4 S0...7 TANDARD 0 i�IASrc' - RS- A,.._ ACC✓ EXPOSE OR N 4 1 CONTACT WIT -1 GONGRET'E OR MASONR" SHALL BE FRZ.�SURE TREA'ED,. . --- — 1 ‘ ° • 0 0 i oe 1 5 F OOR SHEATING 3/4" '.d G. I NDEX 4 5 , 24 o er�'ti _ �3> 0 91 WALL SHEATHING 1/2" GDX !NDFX 32/'6 m =�� ; ` ' ��° � o v1 O N EXIST. PENING ALL PLYWOOD SHALL CONFORM TO US. PRODUOT STAB, iAR,i. o ° � � Y �= o , • • • NAILING SHALL BE AS INDIGATM ON PLAN. o - ;. , ° •o L 1 ° .Y o � ti ° al i b. G LU- LAMIN BEAMS: T o ° °° �� : c" l a BE ° cCm Gill-LAMINATED WOOD BEAMS SHALL $E KILN DRIED, INDUSTRIAL APPEARANCE oe , STRESS GRADE CG"- DINATION 2 -V4 (fb ::400 psi, *v ='63 psi) AT SiMP_E SPAN A s e •�••• • X 2nd F % BEAMS, ANC 24F -v8 (fb =2400 PSI. fv :165 PSI 3R • CANTLEV BEAMS. ALL SEA �, ;;:: TO AI TG 190 ANC ATC I i'. E XST. OPENING . $E TRU55 JGIST FABR GATE I'v ACCORDANCE WIT1+ 19Q'' J>�. T RU55 F.ABRIGATOR TO F'RO`/,DE ALL REC,.IRED SRIDGiNG AND BLOCKING, BOTH PERMANENT AND EREGTON. DESIGN CRITERI SHALL MEET OR EXCEED `HE FOLLOWING: 9 DEAD LOAD = PSF LIVE LCAD .. 50 15 PSF (OFFICE.) + 2G °SF (PART'TiON; B. rRMED SiJRF,A GES: CO nab — INTERIOR FACE 1 3;4" MAXIMUM SUMP -�' Z � . \ EARTH FACE O C 2' Q bl FOOTINGS CAST AGA'NS- EARTH 3" CO i % l i `� 9. WELDING: ALL WELDS SHALL BE BY WASO GERT�F�ED WELDERS. USE FRESH . EEO ELEGTRODS. SLAB WELDS NOT SPECIFIED SHALL BE 14" CONTINUOUS FILLET MINIMUM Q I 1 1 I I I 1 S o� 10. SPECIAL CONDITION: s t 1 1 1 1 1 1 1 1 DURING GONSTRUGT''ON THE CONTRACTOR 'SHALL PROVIDE ADEQUATE O Q 1 I I 1 I I SHORING, BRACING, AND GUY'NG IN ACCORDANCE WITH 500 '') PRACTICE 2' -6' 8' -0' 5'-0' 8' -0 2' - 2' -6' /--- 8' Pr' 3'-101/2' 3'-41/2' g -6' AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO Cc z COORDINATE ALL TRADES AND VERIF" DIMENSIONS IN FIELD. L'3TA ARCHITECT'S APPRO\ .AL PR OR 70 ALL F IELD CHANGES. SEE AR_;HITEG- 'A 26'-0' 26 -3' l TURAL DRAWINGS roR ALL F LOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. EXTERIOR UJ4LL ELEVATION )1+3 v.,. ■1' -0' .i Z Q N RECEIVLLi z 0 3 ' STIFF. 4x le w/ 1 i'0 M$. • CiTY OF TUKWILA O 2 3- SIDES 3/Ib ( r' EA, SIDE E 3 -SIDES fib' STIFF. e 24'o :., ALT. SIDES JUN 2 5 2002 , 3/I6' • EA. SIDE PERMIT CENTER < 111111111111. 1 arriliValliff- E o u BEAM PER PLAN I' (TYPJ OF BEAM PER PLAN �f -I LY. 3/Ib' S $RG e 7'x6'r1 L' r: 2x$ • 16'O.G. W/ BRCs R z xb'x({d' slMPSON La18 a w/ (2)- MB w/ (4)-1/24 M.B UP BEAM HANGER (TYP.) ' 001 T.5. COLUMN PER PLAN COLUMN PER PLAN PER PLAN ,, N 'L tom' . SHEET T6, S -3 OF friF A M @ COLUMN V11 BEAM @ T.S. T5 COLUMN Vhf BEAM ® SCALE: I I /2 " ■I' -0" SCALE: 11/2".11-0" SCALE 1 I /Z " ■I' -0" JOB 133 -0202 • • r • • • • 1 N 1 0