Loading...
HomeMy WebLinkAboutPermit D02-116 - RESIDENCE INN - BUILDING 11RESIDENCE INN BLDG 11 16201 W VALLEY HY D02-116 z r ■ . City of fk Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CERTIFICATE OF OCCUPANCY 4 This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, v 0 certifying that at the time of issuance this structure was in compliance with the various ordinances of the City N W regulating building construction or use for the following: J w 2 W Occupant /Tenant: RESIDENCE INN - BUILDING 11 Permit No.: D02 -116 H w _ Building Address: 16201 WEST VALLEY HY TUKW z 1- f-- 0 Parcel No.: 0005800006 ? Property Owner: TUKWILA HOTEL ASSOCIATES O , .0 I- w u Lt. Z f Occupancy: 1 Occupant Load: 24 v rn . Occupancy Group: R -1 Type of Construction: V 1 -HR Z — 240/0a7s Signature o Building Officio Date f • . 6 r x, y THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES sI „ Viite3 doc: CertOcc D02 -116 Printed: 02 -12 -2003 =: a `Y ”- ... u4.r..it...tih..+�4.- K...,.w:.: '.....y.wr..w+..f .:.411u..• %WMtt ,. TYF,�v.� Yr�tiKr.tChuvYd.rti�R. y J.{yi,CrM1 �• #CTtf�ur�> .n z..... ... • . , ...... _...,- ...- �••... r%!, cti '?`i,','��fi.'tr %4,'�'{'�',a�„" a'%,un3'?.'�*tS+s,S'9'�:': -- - . . - ( 2 T ) C of Tukwila r Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 - 3670 DEVELOPMENT PERMIT . z Parcel No.: 0005800006 Permit Number: D02 -116 ' = 1 . Address: 16201 WEST VALLEY HY TUKW Issue Date: 09/03/2002 X LU Suite No: Permit Expires On: 03/02/2003 Q J O Tenant: p Name: RESIDENCE INN - BUILDING 11 co w Address: 16201 WEST VALLEY HY, TUKWILA, WA —I F CO L . Owner: w Name: TUKWILA HOTEL ASSOCIATES Phone: . g5 • Address: PO BOX 3646, BELLEVUE WA u- < CO O Contact Person: F w Name: MICHAEL IVANCIC Phone: 425 -451 -4084 Z -. Address: 2112 116 AV NE, BELLEVUE, WA E- p Z t— w Contractor: ? Q Name: LERNER RENOVATIONS Phone: 0 N Address: 542 SNELLING AVE S SUITE 102, SAINT PAUL MN O CI -- Contractor License No: LERNERI038ON Expiration Date: 07/02/2004 w w i DESCRIPTION OF WORK: 0 CONSTRUCTION OF A 5,024 SQ FT HOTEL BUILDING CONSISTING OF 8 INDIVIDUAL UNITS. tii Z H Z . O Z Value of Construction: $434,073.60 Fees Collected: $4,739.59 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: V 1 -HR Occupancy per UBC: 1 ' 1 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 Moving Oversize Load: N Start Time: End Time: Agit _'' Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N :.- ';" Storm Drainage: N _:,; >; t" Street Use Nit Water Main Extension: N Private: N Public: N o #. Water Meter: }I " n , Channelization /Striping: i ta ** Continued Next Page ** r`' ;54. mimic' 4 ,01 sE , a pt CPA ; 4 doc: Devperm D02 -116 Printed: 09 -03 -2002 v • ; :: t , ; , , ;:.. , , et . . ( ,4 Cit of Tukwila /904 ' y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: l-� r Date: d 2_ . a = H I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 2 ordinances governing this work will be complied with, whether specified herein or not. v U O The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. W H ka q/3/2 „ NW Signature: $,)-t_e.i,c_s? pt Date: w Print Name: BrOC 419er+ = • This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is Z H ° suspended or abandoned for a period of 180 days from the last inspection. i-- p z I— ILI w V D O N 0 j w z U= OH z A , •L ! 1 { Y ITS rr !.7A ' .y' , 4 .0 r$"h j doe: Devperm D02 -116 Printed: 09 -03 -2002 ' c . • as + 2�YfiA.fitufNnX 'u`..Ei!.. .!.t ' sac e) a em ,,.K:. r.x.. n..n <, .i,.r .<: <.,. a't4::^ ,. Lr °' iYia,; 4 >:::r:.L•rv,w.+1 . ai. 5.. ... Saa. iy, .... .... .. - -. ,. .. .... .. ..., \‘‘ , City of Tukwila 19c8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0005800006 Permit Number: D02 -116 z Address: 16201 WEST VALLEY HY TUKW Status: ISSUED Suite No: Applied Date: 05/01/2002 Tenant: RESIDENCE INN - BUILDING 11 Issue Date: 09/03/2002 U O u, 0 1: ** *BUILDING DEPARTMENT * ** J H N w 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. O 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by ' that agency, including all gas g5 • piping (296 - 4722). ti 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be N CI inspected by that agency H w . (206- 835 - 1111). z _ H 5: All mechanical work shall be under separate permit issued by the City of Tukwila. z O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 11J w documents are to be v o maintained and available until final inspection approval is granted. 7: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). p f.. 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of w w appointment of the inspection H 0 agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a LL- 0 timely manner. tu z Reports shall contain address, project name, permit number and type of inspection being performed. U 9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the 0 H inspector's knowledge, z in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 1 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12: 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). 13: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to`�'' give authority to violate t4`►: 'ia, or cancel the provisions of this code shall be valid.��:'; 14: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. ' P Y g p P Y g p :��t� 1 . 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 s ft. of , 'Y- ` area The extinguisher(s) Aim IN should be of the "All Purpose" (2A, 10B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) • a .r � ,i,~r ' 18: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket doc: Conditions D02 -116 Printed: 09 -03 -2002 ' ,,;. 1,.; . ;, d+sa..f"' 'x. >=a.+n... .. �. -emr: ddYwrsMH? ri�a4.:•.. Ap.;.:vv[rwnM+.,.,[.r ....... .. ........ .. n,,..<,.. ...... ... -.. ,. . , -_ , _ `• 47-- 0,--- .'p i%YW. v a S \ &J_ City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the , z �. floor shall not be less H Z than 4 inches. re 6 19: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign D stating, "Fire U O Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 0 20: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) w I 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month i_ • and year that the w O inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4-4.3) Every six 2 years, dry chemical and halon 5 type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly w and yearly inspections = of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will Z I be required to _ t conduct these required surveys. (NFPA 10, 4 -3, 4 -4) Z I- 22: * ** EXITS * ** - UFC Article 12 w w 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) U a 24: 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 O CO locked, chained, bolted, o I-- barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) w w 25: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 i- ° F. 26: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) LI Z 27: Local U.L. central station supervision is required. (City Ordinance #1901) w 28: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention • U = Bureau must be stamped 0 1— with the appropriate level of competency seal. (WAC 212 -80) Z 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written , approval of the W.S.R.B., ` Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 30: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 31: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator , • • valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) fi ;� 32: Maintain minimum 40 degrees F temerature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. ,fi; (NFPA 13-4- 14.4.1.2) .. 33: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance #1901) iii ,; »; i 34: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 ',' %' „ ; ; ; . „'' ' ` 35: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the c : r Americans With Disabilities' Act, 1 ,;_ chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. fir;!,; ' 36: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence `�:? `` ^ until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) r.1 37: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. ry ? doc: Conditions D02 -116 Printed: 09 -03 -2002 ,7.1„,:',,,t1 :; f ssrrt�r;:.7•�:.rw:csr rao�.. m:; .., >,�,..:,w ... . ........... ..... . . .:..._.:...,.:..:,,.. .._ „,.. , - - �:4.r- - 1P% • .0044:-.44S, OfeWN . # g City of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , (NFPA 72- 1- 5.5.4) 38: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC Z 39: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide H access to the panel and 30 1— u inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) cL g 40: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) t 6 v 41: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) c) 0 42: * ** BUILDING CONSTRUCTION * ** -(UFC, UBC) 0 43: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers co H shall contrast with their background. (UFC 901.4.4) w O 44: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or 2 apartment number in a 5 conspicuous place near the main entry door. (UFC 901.4.4) c j - d 45: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such = w condition or violation. E _ 46: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- Z i.- 4407. Z O w ill � O U O — I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 0 1- governing this work will be complied with, whether specified herein or not. w w The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws - Z regulating construction or the performance of work. Cu U 3 -uQ O Si i Date: q /3/6;2. Z Print Name: Qr(�CC 2-(1 pe� r ti , ti, . .. kV ,, 'f~ . let: At ,�ryi a • ` }`5 •�T:SA.+�t AL: ` doc: Conditions D02 -116 Printed: 09 -03 -2002 kr* " ::,� - . ,..,;, ....,...r...v :,.+n�*»!.rr. gee: nw, w. m. w. c.«... .�a,.•.s.weewn :rx»xn.wwv:wnon.w ..ru,.,..v,,,.,..,........... .............. �........,..... i, v, v. .• 4 r> r,. r. *. m.,'+ kre++`. t51;'$?.. pddP. i t ;�;wnik , , .00 : CITY OF TUrNILA �, .Z;;1� o Permit Cent Project Number: N ' rye• . 6300 Southcenter Blvd,, Suite 100 • Ik s soe % Tukwila, WA 98188 Permit Number: 2 (206) 431 -3670 �..• Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted Through the mail or facsimile. Project Name/Ten 2 - _ 5 t Ut_ t_. , V. Value of Construction: 14-1 ' C E =T�- 1 I`l i-1 5 L OGI . _It 375, p o0 Site Address (include suite number) City State /Zip: Tax Parcel Number: 'q 1 6 20 1 y`1 VaLL 4 4W & Tk WP:_ C..5 - 38077 0 Property q 1 . 3 US,S.. gBtiSQ� Phone: 561 8 3S- lgoa Street Address: City State /Zip: Fax : 3 02 'ROYAL. ?O \ tic- 1ls..1. -I ,1 . \N,4`( 4p4 L. VI t (-I s 4 I) (05 9 73 I S Contractor: F1_012.1,0'1 Phone: 33480 Street Address: City State /Zip: Fax #: Architect: Phone: 17- 45Soc . I'I- -k C.. (4 z5) y- 5( /d 8C Street Address: City State /Zip: Fax #: 2...112_ 116 v e .1-4 . E . t . G Lt_ cA. ! ! � C 5 O t - a I — 1 4 - 0 8 Engineer: Phone: Street Address: City State /Zip: Fax #: Z = Z Contact Person: Phon . re W VI t L - 1- 4 6,,Z.. L. 1 V4. 1....(c t. c.. (4 2S) 45 4 O S Q Street Address: City State /Zip: Fax #• O Z.112_. 1 I6 Tt-t LTVC.. • t _ E. • 15EL-LEV t-tE. l WA . clA004 (i-zs) q-s 1_ • ,_ Lt. - Q 78 o o 1 to w Description of work to be done (please be specific): '�E-L3t.t IL.C� PDr Ot of 8 - c _lt..t r r MATE c _ T, L � -l5 �t� J � CtEU L7 D 1.r►A L3`r F ilZe. A -1-1 W4�i"E .. WD Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital �Q ❑ Church ❑ Manufacturing 10 Motel /Hotel ❑ Office to d ❑ School /College /University ❑ Other H = W Proposed use: ❑ Z Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital i— n Church ❑ Manufacturing gi Motel /Hotel ❑ Office W O ❑ School /College/University ❑ Other 2 D U 0 Building Square Feet: existing No. of Stories: .3 Area of construction (sq ft): 5 7024 _ to 0 '- Wi ll there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) = W Will there be rack storage? ❑ yes 51 no i C) Z Existing fire protection features: Ca sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) id to PI Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 19 no 0 '- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public. Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.' ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: tila■■■ ❑ 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 • '_1 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 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) _ f -1_0.). /1-1 -0 L ,/((L/ PLEASE .•IGN BACK OF APPLICATION FORM '""' 4111111 al 11 /30/00 ' VIM ' •Nr . Sry. ...d lk hbl,++.•r!,: ^: + .,k. ... 40)14 `W40 ' :: tl v!G " .,. -\(rl" »T rti.riY ..:''' ... ... . ..... .,.,, r . APPLICAT S MUST BE SUBMITTED WITH T ,„ OLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL fultlEER 6(t SIVI ENGINEER ,.Fs h �t • a' LibitAWI GS'S R LL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Si 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, Z identify by size and species which are to be removed and saved < • 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use F- Z only) W W 11. Location and gross floor area of existing structure with dimensions and setback D 12. Lowest finished floor elevation (if in flood control zone) U O 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 i H U) u_ ❑ FA Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 a ny hazardous materials; dimensions of proposed tenant space. ❑ 51 Vicinity Map showing location of site L.L. D = d 71 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 rack. Structural calculations are required for rack storage eight feet and over. z O WW ❑ 71 Indicate proposed construction of tenant space or addition and walls being demolished U 0 ❑ Construction details 0 F- ❑ ❑ W Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water = U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed P sprinkler system design criteria as identified by the Fire Department. .. Z ❑ 71 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. U 2 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). O Z ❑ 9 Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent !f the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State r :•:». ;•: of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will �'� O be required as part of this submittal . r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Lo 1 BUILDING OWNER R AUTHORIZED AGENT: `' , ; Signature: r" ....... , V2_ },,, Date: 5/ 0 Z Print name: a. o E1 (t. 4 15 �/ 1✓ b E. Phone: 7 , ) �.5, - C i DBE Fax I i 4-5-i _ 4076 ems Imo Address City /State /Zip 2I 12 I iG - I 1..t Q" (,. N. E 13E (-LE.u u -E WA , 16C Lj 11/30/00 crpermir.doc `' d• `I f�x3$rit� , '.edl:,'EI'"..n �5.: + - L: , r., _. x, ra1;. ,w +Y :tiiww :v:.r1:a:i3iiasf#'.'k.i!d .k1a, . b.,h .4; 4 «. * . (•. . „ . ,<....> K - r+tiA•jw;Etf.i;5'GC7YE:. «', . _ ..... __. � r .., - • t , •!;( 71,,,. Iti • . *� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . z RECEIPT • : ,_ Z Parcel No.: 0005800006 Permit Number: D02 -116 0 0 • Address: 16201 WEST VALLEY HY TUKW Status: PENDING Suite No: Applied Date: 05/01/2002 W= Applicant: RESIDENCE IN BUILDING 11 Issue Date: CO u • ui 2 l U= • O F- z ACCOUNT ITEM LIST: • Description Account Code Current Pmts - BUILDING - NONRES 000/322.100 3.64 • PLAN CHECK - NONRES 000/345.830 1,646.94 Total: 1,650.58 . r me, „A 0 li 1, ,. . i doc: Receipt Printed: 05 -01 -2002 r, i ' AM+ MNftararrt+ Lw- mwxrt: rr+ d..... r. w..—..,.....».,.,.»» .,...- ......- ,_,.,....,..... -.. ........ ............. � ......w t,mve.rrrwx+m..wx�na ..�. ... .._ ... x.nze.... -m.. ... ...... ....... -. -. ..,...,. u.....,,.. ..........,...�- ...... ,,,w...n ».....,rv..�,t�..S3” w'.'?9L',:!�,�.;m'„"�"•e+Al1) . 1 _ - - - - - _r 1 - ., ■ ' I— O a Payee: LERNER z W U 0 m TRANSACTION LIST: 0 Type Method Description uJ Amount H V 0 j Payment Check 17654 3,089.01 Z . ` 1 1 J V N O z ACCOUNT ITEM LIST: Description Account Code i Current Pmts BUILDING - NONRES 000/322.100 2,866.11 PLAN CHECK - NONRES 000/345.830 218.40 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 3,089.01 r ; , i ` en . [ 1z i 1 doc: Receipt Printed: 09- 03 -2002 i t • Z ~ W aC , fi.- --. - -. - 6 5 j U L J INSP R o .2 B oa 1 1 b - Retain a copy ECTION w p ECORD ermit w = INSPECTION NO. PER N ^. CO 1-- CITY OF TUKWILA BUILDING DIVISION ' '40 + w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 . Projec • • . -1' Type of Inspection . g Q f' ;i�,Pw"P hV\ - t Inc, i U D Address:' Date Called: = d 1 1 o ; () lA) \Iat ,�. `�U3 = Z Special Instructions: I Date Want a.m. 1 — ; I — C� �) � � z ° Requester: W w C CI D p Phonf N�o: U N IDIJ l' - .� LAC) - S ` 7 !/ o 1 11J Approved per applicable codes. ❑ Corrections required prior to approval. _ • F' COMMENTS: u_ — O U N tu � V YV1i-� �O Vt/1 I� �. O l J 4-(..) 1 In G C (+ 0 41111., 0 (01, ckit4 At / „ . i ..4 �) /-7ti) r .,. - f 1 '74 ,44 L ; Inspector:` Date: t '"'' ` - lo O i s , 3 1 1 .+' ti./ 3 ; ; : )J\ 4 A ...Q4 r - t.ti 4 :(air t- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be l n, P paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. te;` +:.'t n .�?y l.,rk �;1 • f: Receipt No.: Date: �o _ , ';sr,; Atititt �•�i, ., ... ,.. .. .�,.uw.ay....r r+.,.+,. we .,r„•,„, n.S .. 'b , .'w,k,, _, " k'p� , 091 , ,A,A .p.q .,;1, ;>, :■+.',2. 4' , ,„u..,.,:,,.: - Ry Tisk a, vaig Inspecto . Date: �_ o Cn ❑ �' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i` '}c iV paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. di: i s1,;*;, Receipt No.: Date: _; � c 1 Ea , 1 Z • -Z CG I ' M I INSPECTION RECORD ] 2 w Retain a copy with permit `�'� 1 1 b i \ _ I NSPECTION NO. PER f CO L 0 L 1 CITY OF TUKWILA BUILDING DIVISION W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 • Projector I Type of In ecti n: u_ 1 Address: I jj D ate Calle rr ( Z _ = 1 L t) u I 1` to` H W - , i Special Instructions: / Date Wanted: a.m. l ( p•m• ZO Requester; . Ill jjj 0 p 'vci Phone No: 0 N co • � . 0I- W W ' I Approved per applicable codes. Ell Corrections required prior to approval. 1 F. COMMENTS: W Z I :. I. ; i ' Inspector: Date: 1, In , Via:-`'1'3 T 'ts"Y: , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' r1w;f'� ` ; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tgfp .`, :;,: J1.1 is, ...;;x-, .;t1`.. Y:2r.^, , ,n,ay.`.,N.o.' .2: , :41,fe:b ,:,- ,)i-.2 -, ,n.}: . `nay: "f. „, ' ,c1,:,„; i,,,, 1'” .,. tA . irtiacr ar 1 . 7 - err \ Z • ,H Z Ili w5 „:_. 0O :c.�i -. ' . - / a�':• 4 ' INSPECTION RECORD ` • jj w i `' Reta a copy with permit �� 0 G 5 (.€ _ J ` ' "' INSPECTION NO. PERMIT • CO u_ 0 hi C ITY OF TUKWILA BUILDING DIVISION %P O ) vi' /', 6300 So thcenter Blvd., #100, Tukwila, WA 98188 (20.43` - 670 Project: ( .o-tG�ILIVC:...� an4 � 6 ' ype of nspection: LL j N ,.- ..a�iii ra+ z+•�e,.ir�a:�s• ui:.z' a ., C'J 0 * r )� W -'`` Address: D ate C a ll e d : _ I :. �0aaIGO. (l /-hU. / 2 zv j S pecial Instructions: �� Da Wanted: (a Z a.m. F- 12 22_.?/2, c� ww a. T I f Request r•• ` ? D :;: O to 4�.,:.. Phone N C e /I Lps -0Q -S� S 7 W '= W .: I T4 Approved per applicable codes. 0 Corrections required prior to approval. t ~ O k CO ENTS: W U PI �r"t /,r - `, O a' Z 1 it 1 ,- .. .. .. .,.,� yt '4F r y � ::_,,,,,. ,r , , ',. Inspector: Date: t mfi ,,,,,,..„0:,,„ .,,,1;1:.... . 47. 0 REINSPECTION E REQUIRED. Pr a o i a tion fee +'r° '`N y,4, $ i n nsp c must be 1, ;, = ',, , (il-- ---411-t- r„ t paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. f,, . Receipt ,No.. Date: y w .. . ' `o' , zi. ,''.a _ A :.` , . . :.. . . '' . ,4= -1 (-'',' :. . . ', . , .. . . . . ,:.,, ... , . r ,. . . .1 =tn+s:t, .t t `` r aTemi_ o 4. .=2 v. e A. -,- ,nos ,:..r ■ Z Z + i t /y W INSPECTION RECORD ` -� �,� - O dt • j Retain a copy with permit I N I NSPECTION NO. PERMI •. W w 0 C I T Y Q F TUK W IL A BUIL D IVISION ,:� 6300 Southcenter B #100, Tukwila, WA 98188 (206 3 670 ` Pro Type of Inspection: Q� }} 1 G LY J . Address: , Called: • (o O . \ )q � 11 1 � ~ tq' o\ !� W Special Instructions: J Date Wanted: a.m. I— 62_ p.m. ? �-- Requester: Z O VE e LL! uj • Phone No: U 0 • pproved per applicable codes. Corrections required prior to approval. W � COMMENTS: ! S - k(x)ir ct( C lot z t— r � 4 t O() r \c „4 4 1 lam. 4. r.- F j Inspecto 7 ps � c Da te: ` b�.. 1 � a „ ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be �� , "" ` ' paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ,r z • Receipt No.. Date: • .. "'1' :t5?"P{N'}!7Y} J' *n' i : Zr ' • . A`fM h:W'(,. , t (j'4,gLSf { Z �_- Z no 11.1 47 2 / . INSPECTION RECORD `- l,, o o t Retain a copy with permit � �?" -/ `Y W W .. .. INSPECTION NO. PERMIT NO J 1 CITY OF TUKWILA BUILDING DIVISION CO 0 Wo : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 2 y. , . ' Pr j , 'Type of Inspectio J — r; ; " Sex/KA)J,. ,1 •1(4 ii, (A)a. i i c...0 1 / L i /7.4/ Address: Date Called: x a ` . LP L i) Vu If eL 0 -y / 7- / /W /O2 - F = Special Instructions: Date Wanted: Cm) Z ) 21/ 'a/0 Z p.m. Z O 'i,. -e Requeste P ho No U 0 "' (5!)'T7±- : _ Nproved per applicable codes. Corrections required prior to approval. = U / /� f J I - — COMMENTS: ! F- ,S gi- f) r/ � i u_ ' ( 117,t e#.1' • 0 '.:. * - - ' ' . :- . -r- /7/ (,4A-7 Zd e/ S 0 ' _ ` ; .‘04,,T, Y . Inspector: -° Date: r i ", .. S Ji k s r $ 47 . 0 . REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be : �' L. Aft paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection: ,: tII „ , _: Receipt No.: Date: ` 44 �t sYy 'r' �� , r!w= uo a_auazy ; mr.,:..S;,!v,!e =i i',z4,,,, Mtfiu .Y. .o ... : . . \) ■ Z Z A- 1- W re 2 6 n ...1 5.: . .. , INSPECTION RECORD •— ;cL.';. Retain a copy with permit Eli - / , o o w 0 U) ill . INSPEC ION NO. pp T O. LUi .J F. - CITY OF TUKWILA BUILDING DIVISIO P f 4 CO 1.1_ • • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 I • 431-3670 W • Pr ct: Ty gg of Inspection: 5 Fc/DEACC //111) 574.. Mi/L , .. gddress: /40/4)6,/1 Date Called: . CO — 0 /c. - 6) - 0=)-- ' I }- W - Special Instructions: Date Wanted: a.m. I Z 1... /..? /3 - 02- 1-- 0 Recruetgr: Z I- h'eti(.7e W Li 2 D .; 'Phone No: D 0 :': O ( 12 • . .. 0 f•- ■ pproved per applicable codes. JJ Corrections required prior to approval. 1 W w , . . ,;.' COM ENTS: I- - 251 //Fre) R / //\17 e.,..0 h e 4 I 0 /(xff,.gils . 0 1- 1 ‘' Z : .., 1 1 • ::''`. • . : ;',i • 1' . .. ...AL...A..; - , -,,.. 1 M A ' 4k IN l' , % aillak ; f• . ' ' ' Lea Date: .... VIII . , Ce.-v / 2. c4 ile• 4 .1 i /.5 i' i $ 7.00 REINSPECTIO FEE REQp(RED. Prior to inspection, fee must be ‘.(M!1.1111i!'' ',.f•:. aid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. — ." .04I',..'Plil ceipt No.: Date: . :: ' ' ' — '' .vp.w,v.litworrtvv411.4■ wg.-,. 4 1, r likt 161 Ifillitila . ____ I _ _ _- ._ ,- \ Z < . ■ I I... 1••• Z W /... ' Inspector: Date j ; asa4L 44Aih 1 )2 --; El $47.00 REINSPECTIQ/FEE REQUIRED. Prior to inspection, fee must be , , 74 : ■ l' . , :.: paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,, , ,, , ,, V , :;:ii-,':::. , I Receipt No.: Date: ria.'"Vq;r . , i 4r.Ratio) .' ) 1 %Iv, : . -v...asm.TeloirtriLetioxtgo.:mmtviVm-nittrAMtiVi r ., s ) z ~ w re .�; 1. . �•� UO INSPECTION RECORD w Retain a copy with permit , 0,=: ! I NSP O N N0. M . , CITY OF TUKWILA BUILDING DIVISION -4 * ' 1. uj ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Proj Type of Inspection: LL, Address: 1/1/64-8/1 ` //J Date Called: = w Special Instructions: Date Wanted: a I— O 9 � —3 — 0 ..2- p•m) ` Z H /� r f a' R eque s ;ir, Z w o• Q U N Phone ,1 r) --s 7 o, w w Iy Approved per applicable codes. 0 Corrections required prior to approval. LI O - • COMMENTS: , / / , ' U - F •:- M /ham fr ,:.�,, s , �..� oI P 7 �� f 1 t oo i'074 A Ln, r, , patoo," 1 ns ector: Date: ... � Ej $47,00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be Y;. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :f Receipt No Date: a MO "114 rx.« 4`,'tY ' .. .,. '"4 5a.4.,'4fid..`t,r� ` °ti5" t � : 7 k 5 K � l t ' 4.4, z Q f W ', ...__LO Ai-0e /j._• D INSPECTION RECORD -' o I R etain a copy with permit ,1 / "a / - N INSPECTION NO. PER TNO. - W i j CITY OF TUKWILA BUILDING DIVISION n 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . w 0 Pro'e : Type of Inspection: /A)‘" _ 2 , Date Call d N D • _ k ' 2t7 /9. 1 � �' /" ......3) ��� a pecial Ins r ctions: Date Wanted: a.m. Z = ' � �0� i� -i9.; p.m.� z ~ O Requester: z H- .6 is W W Phon No: D • (57 o - 5,9 7S 8 ra to Approved per applicable codes. Corrections required prior to approval. 17 Iii ~ = U l /1 j Lli COMMENTS: ! / // 52 �'" �7 ~ ~ • z F r F - , �.� � � •O..eq! A l `/ Jnii__ o , . Z l &t).1- 9,t4 4 �,, a J, _ki f y) /79/i Li x/27 /?-r �R ,ri 4 t A • d b /, i n,4 4 _ , -/- ,4), 4.,.e 1 xi / 2S. — i i h I.� , 7 1./V _/ j • S. c 4�- 5�p /1 Ii J dos ,#.�,� -- , 6., 4-G 5 k^ .14. /S-t _ I- ol.e4' ; . as • ` 7-r.4 - f/IM J pI / i/A-7 / 0 / (} )Z " j .. � �Y /4 1 P � .e !?.rrf� ye �C. N'' .�i'/ �(.� �"j [�1r- P,..�1- ; 7. 6 Inspector: i eta D at '' 0 , 4 ' i 0 $47.00 REINSPEC I N FEE EQUIR Prior to inspection, fee must be ° "' `` paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reins ection. . •. ;;. f � .t; ; � {;' Receipt No.: Date: -.,, `� ,..,. `‘:43' ,.,. — ....... x i , I a { <i,„ 'M1 YiYi `t �'o ,`nt ;i� F. :` .{i2 • ` t., .,.,ayT,?`,.�.�"'3�x�i r^c+;��F1* 7 Y. �. rwl .�f1.'7�..y�rE: • . Z 1-- W li .. ..... 2.201/ _ xw � _ ' INSPE TIMECORD I 6 f„ > i W = I ` i Retain a copy with permit / +�' J 1- INSPECTION NO. PERMIT NO. CO U- W j C ITY OF TUKWILA BUILDING DIVISION 4 21 . ,A .... 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2G6)4r1-3670 g J Project: _ Type of Inspection: j CO O ,4t% � 3/4 -�r i.t» Pi - = c � Addres : Date Called: F" Wm Z 1— Special Instructions: Date Wanted: a. m. 1 2 ,� -63 p.m. W W 1 1001,-. Requester: {; v U p Phone No: -, O (n 0 I-• Ill , 2 ILI a Approved per applicable codes._ .....lacorrections required prior to approval: ~ H .L. W COMMENTS: � r 5 ii,p' co-,,,, 1 . ,/,.. '!�1 ) // „-k-, 01- Z 1 fr 5 (--t..., k 0 -7--, a 1 e44, 5 .1---- L-7i if • ; 1 244)6) �.,M fl v e.► / il P,'i ,h/ ) ...S.:, 1, d Ne-,/elt..-4' e-,/..;46.. ,p 1 )--- , : `. (. / ,Lce /,, s /7,,//t 4r, /9-0e- , e) - 1 1,1") P e...-c _.- .4",-,14._ ,...5/3ede.,,s (67 1 ,_ 1, t ,, ?, 1 4 13 .....0 i , 1 . ::i -,, -4\-.44t, . i i :, iii, , 14 ] r I Ins ec tor: �� Date' ; ?° ";.,, p 3 -O , f < : C, f;i D $47.00 REINSPECTION� E REQUIRED. Prior to inspection, fee must be !t .' °" ' ':=- n l , :",;; :,:, paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. �' �`�" Receipt No Date: !!!� �,� : . J;., pct. 4 k� . 4 I MMO . 4,`o,,,, 3. 4q,,, ,:, . ^-: is + . ',N!ife.wu.2:. .,..' , °k:+ L to ., =ei i .vtZ 1 4 . =`,.w '' .. 'l£`,"t!i t4,0'X du I.' a % �' AI, i w:: ia- �rzai::,<n'v::,:}.. .:t �: +r.lr: �'.;i:.:: w .'l .:i:, . w. . .. �nit+, t__!!rrxn.: e.�.. �.. , _, Z 1 W JU u U O U 0 0 N INSPECT RECORD . w I Reta a copy w perm '1 - LI x: t, N . INSPECTION NO. P '� W / CITY OF TUKWILA BUILDING DIVISION 2 O y \ ,--- 2./n11 r - -21-17- I / 1 / ( /:r s I F /t-)4e '; (:....:.) 7i?(/,4'q) i . r 7 1 3s • (70-r),-/,Q/e(' \ . . 61.5 pre. . 7j1 is e/ ,�V / 7 - :. - i/ c) )�_ C 1., , 1 :2 — f ? 3 5 Ate/ C 5 d 0e T. e ' AJ091 r tV3 - 1 . /f i9-1Ie . 0 ra ) A (' r ' /.r & /D, Y ' 01 / . 1 D T U _7 S /l 0 i r -' /�� x/1'1/1 /iV, . r r)✓? i �c &) ,41 /x / 7/ . a, ( ((A/ a (2/ :t t • 2kin ...8,,,,,...,,,,,c, 0 9 - /t/ / 7` 7'a'} tv1 7/ Cam'. , / Ycro`,-"t- r- . I �ct'�1 4;:z ' ra n,. i © ,: 7 ,....7t,75..2/ 7 /2e/1409 i X/A_ „, :e 1)1 24 7 try\b pert . r cr (1_4 r / :-? m v�1 :�"st" Lys < �Insp���c .-- ,, Date. ? �9> , :� �`f�, yfY_ I 1 d . / .- -,.n r , ,� / G= // .2. G. O t, y ,, $ 47.00 REINSPECT! N FEE REQUIRED Prior to inspection, fee must be paid ,` , , `Ci lk e' '' at 6300 Southcenter Blvd., Suite 100... all to schedule reinspection. C },f1.3„, I�ecei t No: Date: p �n F1 ..ry . i4rfvifitd t s.. . . . .. �. ,,,, a .,K .. i. F. Yl1 =0, r,.i m 1. 2 fgeitt.. .0P!.'ett..f' SS%"i' +i -- �,' I . —, z • I- Z J V CO 0 ! INSPECTION RECORD ` f/ U) J = Retain a copy with permit_ G N . 7 INSPECTION NO. 4 `::'pERMIT 1 W 0 ' CITY OF TUKWILA BUILDING DIVISION • ' ' 2 ? .. .. 1 Z .' • INSPECTION RECORD '" - ,, R etain a copy with permit :J �. - l w = . ,:. J , INSPE TION NO. • PERMIT , ■ . • C CITY OF TUKWILA BUILDING DIVISION 4 i U) o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21.)431 -3670 M ` ` . Proje Type of Inspection ,;'- 1 'L °.r*^ __ T" �"f r \ • \ Address: Date Cal W 3 = W :};• Special.Instru,ctions: Date Wanted) ^� a.m. Z 1- 2 . 2- L/ p.m. I-- O } Requester: LU W m } D p .. > ✓� Phone No: ! ,„ E] Approved per applicable codes. El Corrections required prior to approval. = U COMMENTS: �, u. ~O i �/ - 40 �r L�"�1. Z .ii u) i.._ C-9 / « .j-7 5 , . i -- t': - t O r G / . �ji ! i� �i `! Y / �' 7 /. :. 0� , /0 Cry t t J /., // ' v. i. :. e...,61 5 4/7,5 4 i - — t -a, .7 . �„ ii co , .�u.�2, - .. retm n ,17- ) Z ; f': ■ M I. ^ . Inspector Date: J �� ) y ` .�, � j • ( ti , >, - gy p_• • $47.0 REINSPE N FEE R QUIRED. Prior to inspection, fee must be t 4 . '{ paid at $300 Southcenter Blvd. Suite 100. CaII to schedule reinspection. ' ,• .'' Receipt No Date: r Y.�,_. :t1 ,1J5r' r k'f'Li.M / 'N�•i�', "'1M�".`S+ `.tNW!Gti ••.:!aAl�bi/.0 »..•.Mlerrta•urar n .+:........ ...r +....a .:Y �.. . . . / tort,-'.. cif „), ._ - ■ Z I� F ' . ._., r ,t IY ILI _ i 3 U U INSPECTION RECORD 0 o Retain a copy with permit r . // • w i INSPECTION NO. PE •. J F. CITY OF TUKWILA BUILDING DIVISION ' r; z u) o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • 2 { Pro'6 : Ty e of Inspection: g 71 Ad ress: "9_6 61/ ate Cali ,-/f ,.D z W Special Instructions: / / y ��� 7 1 Date Wanted: -- D Z a.m. F- O / /W v / /-� , ) . .. Reque er• Z ~ . , la ._. -. W Phone No: V a (/, - // s 9 75 o � Approved per applicable codes. r Corrections required prior to approval. = W COMMENTS: I - F - 0 s' g .." /900. r P " 5 rv� .7 �� -r, _ o cn , ; , 6:A.. 1,1 _5e . o � j 4 I • yia .. . Lo _ /O 1 ....e... A _ ' z 2. 1 — ../_ , < (a. C___ he2/ ` ;.2� // ` ,... 6 Pi: 4 * ie.) 4/91 ,, , , , -.. 1 : 7 e-.e-e- • :, -7 t. :: rf /-) .1!-- 1/,, A- //,,,e71...- ‘.:;10 .,,ego,),,.._. Joe ',a // , Tol'5i- in i eh, e.., , / ;. .0 Y !"e - lop fe.,-,2 // " a `c,... eI-a 4, 1 ii . h G."4, '� kj 170a f J/ � � � 4 , ? , �, , �c• Inspector: Date: \\ VI" , j. , ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . . ,°' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ir9 Receipt No.: Date:�,. „, hip :,4i•` , • ... . mai es ....„ ,.. ,. I z ::,.::: . , . . 2,0 63 , INSPECTION RECORD ' f 0 Retain a copy with ;�/� co MI .:: ' PY h permit ��i W = INSP TION NO PERMI l ." CITY OF TUKWILA BUILDING DIVISION rill u) L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 uJ O Project: rt i Type of Inspection: J Address: Date Called: �� • _ a .,.. H W Special Instructions: : • Date Wanted: �� a.m. Z - 41-11--()) 1�' J—v, p.m. i I— Requester: Z I — 111 uj Phone No: 0 1-- • Z W El Approved per applicable codes. 0 Corrections required prior to approval. U P. ;' -= COMMENTS: O !`. ,: l c l / f docihC0 J ei O~ .'� d 4a4C, .1h S e.4-, e ,42 " raw. , .::_ • ` ` / i .42 &iploi1' -1l s' 0 / pl22Cl.'(J /I. f c. - r rr1, 7 0 "/ retnr / 1 M 4 / a j' 76i it ( /' h r-// / ! � 3 :: fw' 1,: .a /F7,1. , L�7. / • r . ,!ter`.. /d G-1.04p(./ r. , 4c.<� e. vU7� , . ; ,» :.4 . ‘,5 Inspector: Date: r ;::. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ': : V, ; paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Y °" "a; ,, : : J i Receipt No Date: Lell. , ,t..._.. _-. ..._. L. g. L,.y, , p ;,,=. <; �,s't��t:?" .r refit „ : a n -offt/ 01, - r a -- - — - - -- .„�-- .. — ■ { .,.... ;. , ..„,..../..."-z„....0,0_ C.g0,-0_," 4071 6 , j • r / � .;. ::::. 64 L 1--dia i p 4 ,t 9-- ip4/"..),)z) 5 4? e ,/.7 4 - t r w0 df, .rcr/u� riw, l he-toe > . !!!aA Li &'h,,'. )(/ ► 5 i'" ,Wa //.0/.1#1/44 > N : ,�• r{ ' ( 6.,,. £4 1 I e. � a // a b" . J , r;w Inspector: Date: ,, $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be ''r. ;'? v ", kh . paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. il' "t , 1i: •.$ VW Receipt No.: Date: f , F eV* . t r l x: r C.W x- 0 4i ,,,, :J' fu.� .: r i }r; ,6 w.di ' .. ;4"lt .K:,...,, _ ._ K . ‘}. ti:. r ..l , , , ..., , . . . ■ .. . .. . v f:. ',, v i'N.;37, p . @Qf i , _a e , , , • ` .. •::Lr ..aAa ad: G 1. �ti 9 ` 1 7a ' ' J 1', ;. % ' r - . - z ce W t , _ .. , i. J U 4 ,1 1 co INSPECTION RECORD �'�`) ~ w = copy permit I Retain a c0 with 1"" . / J I.- j INSPECTION NO. PERMIT N0. • CITY OF TUKWILA BUILDING DIVISION ' �- 2 / i r I • z ~ w 0 ,, a Ce . ,, 1 O ' ' ; - INSPECTION RECORD � w = j Retain a copy with permit 1 J i_ INSPECTION NO. PERMIT NO. N O 1 CITY OF TUKWILA BUILDING DIVISION l- . Lij 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J P t• of nspection: /ES /DEAL - / Type L.Az /,J(� 0 a ( Address: 8 /X // Date Called: 1 _ H. / 62 D / Iv r /O ' ' / ^ ? F- Special Instr tio a. ns: c� Date W anted: m. ) Z 0 V tG /`(/ /O r- �.) ` 04- P.m. w w Requester,' n �� f- U6-.- i V D Phon o ,____ O S/ ) 6O S 7'. - Q , w = w A pproved per applicable codes. El Corrections required prior to approval. = 1- U - 1 ~ O COMMENTS: �� W z U = 0 H Z \ . kk i I �h '1° f • • Oftgrag l Inspector. - r Date: 'I > ' l ..4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '' , ,,, �. ` d + paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. % M r° R eceipt No.: Date: k ,,�• • *U..' ,W,4: •+;C:,, C 4 5 71.%i . 30...1Z4tytM1YW5.' 4un.: ,. .... •.Wtt:i i:•.,, ,'A., A-. •�f,'• ,,... -,... .. .... �. .. • , . .... a:: •mss?rpaitIttf4�"'m^;Sf,.:40lig...Ff'. ;•k xh"ry`i N' `X'a* etPy-Of .. y . e :. , - i -•.i r ■ t• Z H W Z no 6 = 1 U O 0 0 MEM INSPECTION RECORD _ W w = Retain a copy with permit • � / 1 LL INSPECTION NO. PERMIT N• ii i 0 CITY OF TUKWILA BUILDING DIVISION 1/; '. ` . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 -3670 g Q I Project: Type of Inspection: to D /A,/ � � �G _ s 57 — �-4��>�rt�la a Ad ss: Date Calle I— IA I /i)c.A� /4 /4 /./S P — 4, Z 1 p ecial Instructions: C // D Wanted: a .m. W W r M /e O ) j Requester: j 0 i i . / U Phon No: O N 1 ��� l Sf� -57.5- w u w ■ H Approved per applicable codes. ID Corrections required prior to approval. W ~ O . COMMENTS: 1 Z i t ) H .JO%, -4i c - i- c Pc K " Ira 1/11( 11C Z ~ 4 4,2. t.ct p ! -t- 00 r (s , r ‘..4 i aNij) 1 - On rd wa r". j 1 a b0 li S n i ` ,� I \Pet/ ���r14:0Y. al I t'N 0l4( -9 S t . ' ot` , ‘ : 1 , ,tom }'1J1 S ,,, , _ ial, ,,,m F .�. Inspect s /I Date: I ,` I �_ �� =s�`j Ej $47 REINSPECTION FEE REQUIRED Prior to i nspection, fee must be .I: ; paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ` ��i . ku; ` 1 Receipt No.. Date: - !ZIA A r ., : p• i ' fa'st��r'i4�Ctt.G uA�f.29. ; ?- h , ,�F'+:t.. �. n:er�ln4�`lfawfi+J:irx: r�4t' �' k3i`? �'? tie�Yli' MW'` i',: � Yh1: �. x_'•' �i: yKt: n.. ia9:. r' a.. SCi.-, a , «: . : ...w.�...:..., ... ..:: .....i t. , . ,, �....�.m,L�.:..: "ti Z 0 INSPECTION RECORD c co w Retain a copy with permit 2 // INSPECTION NO. PERMIT N0. , lL CITY OF TUKWILA BUILDING DIVISION '. ca 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J I Pro, fit: Type of Inspection: u- �f dU . 1//4 ,may mac' /✓4J 1LZ . D. d A ddr s: Date Called: 1 _ . 5 X 4W f /,ij%/ /? . /5 — /�� ? Special Instructions: / Date Wanted: a.m. I— O i � � �( rri:) 1 W w Requestte� ? w �r�C l/Ce N Phone No' / O — (A5 W Er Approved per applicable codes. Corrections required prior to approval. F" I U COMMENTS: U U A O ti-e s I1 It7 o� ( k) O r$\ CIOcl & ()4i 51 e 4) _S I4 5 i r„KY t Inspectors - j Date: ' ��'� ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =;. Receipt No.: Date: BU, s` yin � 4 4 .3, V. v[:�.l.w, �F,: • d f� 1,'1: .�... r ,,. G _ rl.. _n , �. • ., .., p ... .•r��3t� :rq,;�'i"a xsfkf hr^; rti?' ktx"? ? !_!S;'�'';!��`�� :{�,.:' f e" h b \) t . 3 3 �, , .•2 < VAin , +a a A s +r kcrs r r 1 ` :Y t*.;1 a w �, i ` Z IL W i I La. C ,... A J 0 : 1 INSPECTION RECORD -'.' Retain a copy with permit fi _ w W INSPECTION NO. ;�� PERMIT J 1_. CITY OF TUKWILA BUILDING DIVISION co " W 6300 Southcenter , outhcenter Blvd., #T 00 Tukwila, W #100, uwa, A 98188 ! ���431 -3670 � to . . t<,. Pr lect: Ty of Inspection: , ' i '� K-- Q S IcjL44cf a C XTo - 161 412 11 ..< .„ A r e Date Called: co d too � Z = w Sp ci I I structions: Date Wanted: a,m Z F �c� 11 /?/oz...._ Zo • Requester: Z W Iv ` vuc 2 ,..;.'t Phone N o05 x2/00 S / 76 O OH , Approved per applicable codes. El Corrections required prior to approval. = U . COMMENTS: LL ~ x : O !. Z C ( ,. U N ^ Z - X. Q.i u ft . f K X' Inspector: Date: ' ate: `!� 9 - f� ff: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � 4_; ; ., paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :,, ; ,V , , : _, ' - Receipt No.. Date: 'n5 rrtti., J ryi; ; G y e A. t i - S • N ) Z j" W Z re 2 J U l INSPECTION RECORD ° co al i. Retain a copy with permit D ©� If I'J INSPECTION NO. PERMI co u . CITY OF TUKWILA BUILDING DIVISION uj O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 al ' Project: `� ' 1 Tpg e f Inspecti n; LL. < ddress: Dateeal ed: . .J W 1(o -oi uA UaI��1 Ny j (� Z1 Speci Instructions: Date W ted: m! g i' Request u1 W Phone N : U W - A pproved per a pplicable codes. E3 Corrections required prior to approval. ,. I COMM ENTS: — iix • Z ' Z } - , V 2 L H Z E • I 1. :F L. : ,} Yl ~ C'` -' N 1 Y <i ; - : 44 �� ,, tt,+ 4 . j't; X431' ' Ins (1 etor : Date: ' 4 + P� C '. w..w - Z. 1v :k ' 47.00 REINSPECTION EE REQUIRED. Prio to inspection, fee must be 4 . ;. t 4 paid at 6300 Southcenter Blvd Suite 1 II to schedule reinspection f•` 0 fis ceipt No.: Date: O ' v..A'.: f'� t ti - �If71VS�G N F I ^ h ' : ° Y a p , :tp: S.,,s2. '� �M i Off! ;94 a1. ?h .:`"4 bt '4 ! it i P4 / ... . . Z < . • X 1 I.- Z re 2 6 = _ 4,...k...... ". -J 0 111 , 0 0 IIP u) 0 ! w u.i INSPECTION RECORD ' L11 i 1 • Retain a copy with permit D ! INSPECTION NO. PER NO. .; I 0 CITY OF TUKWILA BUILDING DIVISION .. , . '. 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g :3 u. < ., Piyject: , Typelof Inspection:k 1 ', 0 . .'-. 4'S iden0 e- Inn-5L-DO /1 --)itl r : ., - a i "., Address: te Calle : \AlieLi i--)y Da : :: i Z 1.- r , I— 0 'N Special Instructions: Date W nted l,..a. m;„ , Z I— .. C3 7/03! P.m. t , . - 2 D Requqt • ( (A c e , - . ( ..) o Ph : 0 — one No: 0 1 — &5 0 -- ( 7 . 6 - 11J uj , I 0 Approved per applicable codes. Ej Corrections required prior to approval. • 1 L i" " Z COMMENTS: - , „......, .. Lu — I CC) -7 1 7 - KkkaNen■ ,-,--c— g-,tr. €21\1/ ...1 vs.. k N 1_1 o z .. : I _ ,... , (P___it, i. - ....,-E., _ k../IA c,....J. 1,,,- . k 1 t \, ,, z. e , - -' -To . „ , . • , :., . , . :. _ _ , -1 : kin --.....\\ ..? , ,cr i ni . Inspe o • Date: -• 0••1V, 0,'Ar • 40 -- Zi 7 -o ""z---- E1 4 .00 REINSPECTION FE REQUIRED. Prio to inspection, fee must be it` i t Cill:•/ ,,,' • Rec/pt . at 6300 Southcenter lvd., Suite 100. II to schedule reinspection. No.: Date: fitad* „., ,.. smak .,. , , , , .„ , „„ . _ ,,....,-..„,....„ .4..- ,,,„..' , .,.:,?„; ,. , ,...t . 4 1' • - t ,„,„, ' ' ,^43Y1 ,:c "P " ,1 . 1 .*W - '' ' 4 , o Z g U INSPECTION RECORD r CO i I J Retain a copy with permit / 1 ■ INSPECTION NO PERM1 � CO O ' CITY OF TUKWILA BUILDING DIVISION 1 w �. 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431 -3670 ': 2 Pro ect: /L Type of Inspection: '.; � /Wire 2711ti <,4 - J? //Ail LL .JV,Q I L bU6/ - 7. Address: 15ate Called it-i9Z4 Z Special Instructions:, Date Wanted: a.m. E - ' t Re es r: Lt /C&— 0 D CI co Phon No• ' Phone q7 �v Approved per applicable codes. 0 Corrections required prior to approval. F- LL'O Ili Z r'' COMME i N J U u' �2 r,c+ r I _ - I- _ P) r n, v\C1 4 )P �0d p�' ff r. ) Z A 1 A l�vS _ N CP, /G( P '' s - \qc - i S I 4, , y.. � " 1. . r.��AM 2 I. xr, i .W, Vi Inspectors � If (] � (� Date 1 ci' 0 p . , .` i - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 4 ` ;!:,' ' paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. .- ' n C Jf� /: • Receipt No.: Date: 4.:j.4,,,,,,, ' . ^, », ,,,,,, :,,.. :w,,,,,N'4 tWk[ ",...„. ,,„„„„„,.. `^;'.nke#z.•, ^:a.,i i, , v : + • w t °�iFra: 7 ' �` .. _" '4.,y9;.c�, .,...�hj `�h"'#c�S, " .t�;, r?!;. - . , Z Q 1 Z 0 0 ' '° INSPECTION RECORD �� 0 o '` Retain a copy with permit . b d � �� w i INSPEC ION NO. R T NO. J 1-- CITY OF TUKWILA BUILDING DIVISIOI< � �' � w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Project /) Typ - • f Insp , // ; ,' L d' - I I � + ection : - „ . ,..4 / i ! /flA LL D Address: 1/4d6-5/ , / � Date Called: = d . / bo�Dfiv •/`Y" /^ a E'LLI Special Instructions: 8Lix / Date Wanted: . ? 1 7- 2D —0 p . m m . .� I— O S' / `�""'2 Requeste : Z ill u ~ l 0 0 Phon N // \ O U) _1,; ` ' Approved per applicable codes. El Corrections required prior to approval. Z 0 ' COMMENTS: LI I-- L - ) ) 1 _ r O 1" Z • . \A__ IN h $....... ...../) TA_ r ii77 , w: �� o e' _ (n C . ) Gt 0 .1 C '..{ r N.4....., 0 ;). V . - i'F%•w7•�' ...::, c -- \ \ :4014,4 f , • Inst' ct r: Date: gin . $ 7 �ec " - i tion, f ee must be }`r; j., , ; z ' r; i , aid 0 REINSPECTION FEE QUIRED. Prior to at b300 Southcenter Blvd., Suite 100. CaII to chedule reinspection. g' -r• Rec iJ L + . S :,i > p No.: Date: - , 41. S t A . ^{:T45k S :.. 144 "F :£7".fi.` -', M:u,'xk,• ANgiliMP.r �Y ?tiro 1 ) - - --, •! - - r - 1 • • N •• • Z < • I— Z ,..,...111J \ ( / Li] 0 1 , , t . ; , 0 0 ; I \\ W 0 6 , it • INSPECTION R i I CORD t u) ui ,r.:, • j) LLI i 1., Retain a copy with permit .// _ii_ ' . INSPECTION NO. • • NO. 1110 . w 0 , K CITY OF TUKWILA BUILDING DIVISIO '''. 41 . , 2 It , t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 r, g 5 • 0 proje , Type of Inspection: - . 1- ', - / / J , , ..... ,, ill D ... ev ' ddress: ..1. ' ay Mate ailed: 1.- LLJ - 0 ....0 Z F.. • -4,..1 ..., . ' Special Instructions: Date Wanted: a .. k - - t'4P p.m. Z I- Ill Lij V - , Reques r: -- , M D , D 0 ‘-e..._.e_..... t , . ......".. 0 in P ine No: ...., - 7 f,:-. . LIJ I., -e• ma ■ .1.• e 1 1 . 1 Approved per applicable codes. x.• El Corrections required prior to approval. , . r I - LI 0 COMMENTS: ....: Z LLI i n 2' I-- lor OF . ,:.', rtie\ rile\ ri 1 , ...c)/J+1 e ..... Vs, c/v'' . 1 Z i tOot 1, S IA r 1 pc144-er fr-\ o perovrd --. Nytr, I. v\ ( , Nod 1 5.- ‘ 1 r\s-t-p, Li b.01As (D 5 , i ...: _. ; . e. t . , A; ,..k„,„0,,,. , . ely;ri - V,4,10 . 6 Inspecto& N\. ( *-i?Ce/ar Date: q `'" I 1 - 0 ) 4ii,VA; '4 i'"1 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i: paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: PAM; • ",,,,, i*: : 1 * % •,« - Z ~ W i I 1. U `' INSPECTION REC ©RD • • • '' / / w i . 0 1 . Retain a copy with perm Do° ^ �'f INSPECTION NO. PER O, CO O CITY OF TUKWILA BUILDING DIVISION 2 ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43T -3670 q ¢ ,, Proje t: T y u..< N' .- k i)EAL t. 7 ' t?aite-e /1/dt,4/(i p__ — v _'. Address: Date C ed: = W Spe al Ins u ti s e . ' Date Wanted: mT I— O LU uj y .,- R eques r• A--/C/C.6. Phorfe No: O — " ' per applicable codes. 11Corrections required prior to approval. —O COMMENTS: vtct f W Z f _ q ; -+ 4- J P -ev lay- ewe( IL o nQ : prH r ✓� GP rpV2cQ SA- I r1 0 k 4-0 l �S1 a I, ( v.5 G14s ` t ., t 4 u` ! • " r trl t ' .... . ,��. I nspector� � - l am ) � Date: 9 / 0 Z x '4'4 z 4 J,. a ,V.-, X47 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be J, ,;rs. ' , paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "" "' " ''' "` Receipt No.: Date: 'F Frig• "z; �,@ x. . w..- +we,... , ...:ru sz. . ,., .t:; • ili.w..,. :i J.`n'A... - .. .. ''' .. ... r •rP n• a . . .. :41q'tk!�;' �S'/��a+�r,�,p',t�2 , ^. ?xi �X,'a'. t a,'uP {r:i�,jj �.:. i::' _ __ ' • • 1^ • •r,.. " - `77. , .. "- .+,,. .,C':j g 7':"rt i :�^�• m'Y, ^,^,'va .T- if^,�r. . - - ^:T ^"' - - - . • . 5' t�.. . A. ` l t' F 10 f � *' �i4'ii : rl' r+�' " N- i- �r,�i` � -..Y:: � � .. , /•°•41, , � • ,a4 ILA, 4J� UP 9s Oj r1 r r Z City of Tukwila Steven M. Mullet, Mayor 0 kw ' , Fire Department Thomas P Keefe, Fire Chief 1908 z ~ w LL TUKWILA FIRE DEPARTMENT 6 U FINAL APPROVAL FORM U O u)° mix Permit No. 120 -e // h- W O I %`), '27 w''c,'4 Q2 g¢ .Project Name 1.f %(P.: -�) c" ~ , -1 h II z HO "2.. / 1r:.. 1 L ,/ ••c�.�r, t. Suite # // � ? Address �^ � J � 1 �" �Tf f w ~ j % U° . Retain current inspection_. schedule .........__. . ....... = w Needs shift inspection O tii Z U N. Autho�Yized Signature Date IN^4s'4` 0 . FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 �; Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ` '` Y '' ,, � i - .-- , -. r 4.. -. .k 1 4 . % law.. . ---. • 1 . JOB: RE"..SIDEA/- ZA I Al BY: i?. /3 . • 1-16"mm;6122;"'" FILE CO PY • 1 underctsr ri ti lk ' '- '. r . . ' a\ , F. < ( PAGE GI OF . i 1- F.. cc w 2 ,- D LATERAL STRUCTURAL COMPUTATIONS -1 0 O 0 cn 0 co al LLI i FOR THE -J 1-- • (.0 u. uj 0 II MARROTT / 6- 5/D6A/C IAJA/ 2 ,—, $ co D , CLIENT: /' /L ---- T3 / 4 4 .5 0 c • I a 110 1-- 1 . 1 - 1 0 17-13 tcp K??9 ,0q-- . • 1- 0 - z '- 2 S 7-°7" MI uj BASIS FOR DESIGN; tik NI 2 D D 0 ' i\U .1:° O - kV O IC;14 Lt CAr'`" Ili w CODE: UNIFORM BUILDING CODE 1997 EDITION z 0 • I- 1--"- WIND: e MPH, EXPOSURE "B" SEISMIC: ZONE 17 i z E co ROOF SNOW: • 25 PSF 0 — I RECEIVED 0 '— . • CITY OF TUKWILA Z HAY - 1 2002 INDEX TO COMPUTATIONS; PERMIT CENTER \ GENERAL . LATERAL _ Ll LI3', . 5E A m _ k' l''■•" 0' 13 I -E_S - A` ih ' , •S.`" • -.= 6 ,1. v A" ,.... `') -A ,'■ , ,,.■,,,.- ' . • L M i . -;,, „•., ..., • THE STRUCI'URAL ENGINEER IS Ert 3, s , NOT RESPONSIBLE FOR THE SITE t - .s'iori r 44 TVAtal,,,,J...1 OR SOILS CONDITIONS. rl . 17 ---3 IPE `:., 5/24/ .4 ' - '4% ,!,:''' c 41 i FOR SEISMIC & WIND l '- FORCES ONLY • • M qsz ........_........,„,._, . • 1 X ( 1 , JOB:f2E5 /DF..,MC�t 0 4 . DATE•r /1/ A 3 mil 1 L ATERAL . . � . o FT . X2 z f �� X .._ I x. _ ( > � I a y c J U ( 7 00 pig 1 Ty . Ill po y s � J CD 1 Hw el ' � ` U pper Floor °` _ ._ s Z = xS ' 3 x' - I z o ww ,t i--- f-- , 2 D o ' oI- Y.16 . . . T . Yt7 ' --r= ; 8 .1. Luz '1 / i r..., ;f - I / �'' " i 1:-.. 1 I 9 0 1,/ ?eve - ' /J�J q , , I S - x,, Main Floor .. . Pw @15' = 13.2 psf Pw @25' =15.4 psf • Pw @30' = 16.2. psf • K Pw 032 = 11: Fi� WIND FORCES: � 8i 9, / K Fx -x =1 pox 9 ;(25] 5 t C J '/'s F x : 7 ' X462 j t 13.2 pax x 6o. c -_7:7 P7, 7 • R2'c'F vf''PE( MA I Al , '". _ ? 8 k !wt :En' Fy -y = 5' s f $ 9. S71. 9i334/ 9 J +E13. 2M )(:1 .7 = an � }. .w �yYir.,s y.,, •• •• 43 ' .'•-1 X . ,, ....„,. ..,,Y,. Kx«i,..,F.sa tic'AY147Y.14HfiF9tH , sS »r.+.t..c .. .. ,. w.., .,.,,n,..•.-- *inrio. .,.�... J - 1, r S ' 1 3 LATERAL So13' RESIDE GE INN . P : 4 01, I QUAKE: • Z Fq =Pf2.5CaI /R1 . w P =1.5 • /Z 1.4 Ca = .36 LI I =1.0 �o 24,S R = 5.5 96. 9 , N /! Pif WW '' = C I i t ;- y8 2 I �t Ze 4/.6 t l z 9-B3(i .s9 t Cyst? )C6a,s 4 ' u W .0 C )] C J W 0 0 I 1 'R a P. W 414 Ro ll w 4y. w , ALL 2 F- • ROOF up g MAIN J 52 a 12 ID W Z 1- Z OI- Fq = 22 S !K (Base Shear) w Lu D o . o P LEVEL Wx Hx WiHx Fx = W I- U t ' RaaF 2 26.2' 534 8 ► 4 �: Z • uPPEfl !! 18. I tab 3 , o Z /v14,;1 %.8° h', , 9-e it 1/434 £j, . 1 d© Q v A K E G o VE1 /6 IA) A 1-1-- ,D ►tiE -Tiean,6 ` x . x;,} � . `+Yt& i t .T.....,.... All, . . Af•A-4e-t ' x' U`l V } AA • Ra : - - s- T � - • � 3 • JOB: 1 ES (ON • • . DATE:q /! 1/v Z, . ° . WIND FORCES SHEARWALLS IN X-X DIRECTION1 ' • z L 0 Pr . . . a • • Fw x -x = 9.. o i W • g.sec . cc 6 V x= ' Xx C�i) a k 8 v li o Z ( = .. .. • „.... .., N (WIND) Z 3, 5' 23, 35 J = 424 r V ,? 2 • C� . �'� 1 ,1, wrr'r Q r � 63'' z. 7' ( ) 3 7S' 3 4 5' ' gut*, . Q 1.,, . --,. '�sj.�l��f ,.r� i .ru ^� r'.�C i t ......a.. - --' --. - . . .... - - --_ °. __. _ . „ ,_ .r.. • •- , L oi 7 ) 3 JOB: F465 ) 0 EvAid E Iii)/k DATE:W/1,10 2,.. ■ WIND FORCES , z SHEARWALLS IN X-X DIRECTION: < • , i I- I- z Upper Floor 6 D FW X-X = 8 X _i 0 0 0 CO 0 K. @ 41 PPE2 u) ILI al i V@ x3= S6 (16. 9-cA 2 -) 2.4 .......— = 1,06 u j 0 1 A (WIND) / ./#' 9 7-5 1* 5• 9 S ' 24, 5 ' 2 >- • g zi u_ < fr,4-ce.lz 0 inia To D ' i< 0 g o • 92 cl I Lu - a• 6 ( 1 /6 2 1 44 d` ?. 2 / < /,8:: 7 zs, 1 1- . v@x,- # / o a 9- 3 / 794/614,04-RL slims?, . , A , oviNit,.., ( zs+-)-1-34a 98/ Fz Kiwi) FOR 1- o z I- LLI uj ayrStM01 t 1■11:# • fLy 2 n WA 1.1- r 14%3 '4,,,,,osurn 0 >9/ D c) k 41 A 0 0 - • S. 0 @ 3 '01C A V@ – . // 1 ., w ti , (wig6) 5 ?5 9. 7S ' 21/.5 ' r / i o . Z ild _ I= 1 o z Main Floor Fw x-x = 7, ) )< gehroiweR , A ,x(17..--9-5/6,..s , ),0.6 4 (WIND) ? 4- 9,745'76 6775' 14 5 4,. v@,. __23/6..s0+-7.2- 9.9 I * i at ...:■;;;:■.......... .....- .............. _ e i , .2, 1 ..,. y- , '4. ( t't sTet , L.d (WIND) 3 4 Lei / -1- ,2 4) '4. 49 96-/ 1 7' 7, 5 ' -LI, r L 4 , C) ,r,s1 4jaVte-Sqp,').. .21 v@x. ..__,..., 09,9-5 Y64) , S' 1 ).t. .. k (WIND) 57 7 S I / 9 9-5 ' • . -) 9 1 5 ”: ) 1 K , ....■■■•■■•■ .... 41 -1 * ) —2 cz. G.) f i o., y'il,,r ferf' I kgrd14 ._. 7 - ne... r { . i 1 1 , 3 SHEARWALLS IN Y -Y DIRECTION: 31,13 : RESIDEA/L-E iNN • Upper Floor Fw y -y = - F. Z k T " " V/ 2- 0 upjr)e _ -4.2. 25: S2 5 2') *1.92 ' x A li" � @Y - , ;- _l2. i 3 i ( � ) 12 fi 12-/t 2S�t -3 t 3 3 f- z cc o, K V @YS = .2 ( •� - 52� 3.35 4,9 N 0 o , A g s vac. ( U) LL1 WIND) � 3 ; � � 2 h ) S.?Ss al J = ...Mom wis e.t al O = x Sz l'/Z14 3. E �� (WIND) L a )2.3'4 ) 2_'-t 3' +3 t3. Zs ..5 s .., y , � _ 1-o V @ Y = (WIND) D 0 O- uJ — W Main Floor Fw .5 ; k = 1-- -o c Z _ 5,9 ( ) QC.. )t9a6'' 69 v = ' A\ v-Thin 3�lt- -} 12 ' -t-6 4.3. ‘' 1 o }- Z • 51 x(20- So ° ),L4.9 k 9.. K t 1 A (Wnv) ..,gs'f 3/ 75" • P L)/ Poo Ats. VIA= = S.(/.5 'Js ') 3 . E3 S '� s,'t' . �Y (�) , int. , - I - ..- -- -- --- , = 2; .Zt� 1 • V@ = #:, i' @Y.d 7A (WIND) ; }' Y'',� : ' -� . ;: = _{ fn .� �FF ��. i1 fi e. . . 71,,: - ?, I ma i on '.,-,.: jv''(}2iY 1e41µµ{, Ia. 4.,.............. . , " • , �� . � j3 • . 1 • PE61 DF../�/ E IA/A/ JAB. , ' . DATE:/1 / /DL • QUAKE FORCES , • J Q SHEARWALLS IN X -X DIRECTION; , 1 w �!!1!41� /Floor F x -x = /1 • . 6 , @V P. !E'ER N o K mow . il , : . . i3 . ql 7 7 .51- ei..9.3 • . 1.9.39 tux (QUAKE) Z s' 2+ 5 o • V x = ��' e2 3��►. S9, t .S` 2 — q� w 24*. 3 4 /. • `� d Ak (QUA E) 5' • Z Zi- W 2 Q . x /40, �! i o N , • v _ /te 69, 7-s s).1!-f,. p1 d oh _ $ /, o - 'i @ .e..�.�.•. ! 9 W 1 (QU ': • ) • . 2y.5 ' _ �, • . Z . � Main Floor F q x x • @Upper V@ .= . • , • (QUA) • • (QUAKE) . f t ' • i • • . • ; : . r,t V@ x =`: • (QUAKE) • • • • • • . µ. . . `CJs f' . • . ,, ; ,,,� , �r x, . . . • , . r 1. i !1 1 Lei • i . - -. .ter i- 7 • L9 . 1)3 . . . • 508: RE�S1DEN« INN AIA&J Floor Fq y -y = //, 8k DATE: ''9) ))/02- @uppE, . V _ /ii f3 <097sv')t2gym '�.., c'�+'�1 , @ y /,8 / z ® U . • (Q ) 33.s . 1 Z re W />SK (2 2 - 5/.54›91 -s Ilk /o. @ y Zia /� (QUA) ° LLJ III I Wog, N p L ; 4 V@ (QU , a ��► - may, c N a 1- . Z 1.- . • . V @ y = Z ° (QUA) ? o o- o1- - Main Floor Fq y -y = i 0 • @ Upper o z V @y = W � U- • • (QUAKE) o ~: z V @y = k (QUAKE) V@ y = • • (QUAKE) . V@ y = 4 ' , a . (QUAKE) '•Calm." . t.4& iw � -� 1 e. : 14 4 41 1, 111 ....- • • •. • ' 1.3.• • JOB: R E 5 I �E IAN • ►zit, • Z • • W • • PL - 20� x 3 � 0 .,� 2 . . , • k. i.. 1 ''° ■ k I— Mo ri r � o , 2 �C �' ,1. = .;: � W ' =A,37 A S" e> s ,k3 ? 1 • I :- 14R . i 6><I •[.. ?<. S r./. ' ' '. p i • I :. . : ... : `� z • . . . . .. . •D t :�. :• , . , • o • . •... :5"�;- ..• :fir )„, 1 ' ••ot. ps o4/ T . H' D'w,vs "4T' • ..0 ,3� , COAVIL , ,. • . • , :. z t • . Y d l:)rS t :'. . }•,, ,,�1 }6 tegi ta. .. r.. :.vt: a k1 N!! R �ctm: a;^.,! R+ eetz4^ n�, vx•! un, nsr�.•>• v..,..,::•.. n v «t.... . ,, _,....,.. •._.... ...,,...,....,,,... ,.., .. , -..r . ; • • 3 • • • .. ; .. . 70s:RE5 E/ IN • • :. DATE: / 11,Io 2 • 1 • • • , • • • ' LA's Z • • • 1z 6 • • CIEVK OVERTURNINO IN • ' Yi ' . ' ; . ..' • , ' k N o • co W n • , i, . . • . . . • . . . , ... • . •. Mo�i�a I .'o s..8. j $; 11 Z x2s z I __ ...., =' • • �r W O ui . , . 1... . • .• , . . . . 0.u2 i •• . . • . 1 • • _ i . 1- s. • ;���. ~� • T � ' .. 4. • . 3 ,.''" • • . 2,,,.~ i • • • • . 1.. • :0 v5 • Sing. f Sar✓ . ►. STG. . He • .' i " ? • <•''. } • • C17111:, • •x • . . . 5:Hrwi.1 i �rys,'a �y: f,YjX it v Rl, • • • • • •• +•fi ` • • • • • • : • Li. • • • �3 •: JOB: REST D E )ION • f . •. '. , • w • • : ' CHECK 0 �N ...' ' .. �3 :.. ° L: y�' • k W = • • • . • Fi."4z , ..4c ;.... . 1-- i.v.. .Wa.. 13 :yc X3,2S o j ) ....-z cos . . . • . Z . • • . . • • ) • le - ] • . • . °1- • T �. �. .: w Z. Mo �r� Mx i'• l . • z t b2 ; . • • • • ; • e) • ....vs' 4- . 5/;419 tmee ...in (7 • ..• toL,0044-0.A • irr . co . - . • . . . ..:... • •-. .., ., la .. � r • Sl���., lc t. F ': •• '' a •,, . .. .. •.. . . . .. . . . . . . . . . . . . • . . . . . . . . , $,.;,., r,se. • • 4L� %t • • • �;,z.�, „,. • • • ., t, ��.i •:1', ns , ,...�a t.. .... �'.u'_ .. .+rsrr._c. �w.L: •3'c,:3ctit;: . ' S�4ltY5!t•�a', .� .r 't�.+• .LV.!?3'•�.i yzr rr „ � ,.,..b _,..... ... •.....•........ • _ • 'r _ 1 _ 4•_ • • ' ` .• • f .L.161 33 . 3 • • • : JOB: 1 , D�, L� 1 w . •.'. DATE: f1►Io2.:•.• • • LATERAL • i I- • ' • . : - PAIs =.o.e�'` CG CG • . . • C$ECK OVE RTURNING• IN • ' Y4 Y •.9- • . • • • • ' • .• 1 , • 1 1' • LUI 11 PL- 11 -P21.2 . gc.:2 4 -. ' r. L . II1I1t . 2 t F4 x .R . ; F L a • )21iAtS 1 • .. a • MOT= . .�Cb ','� .� !' / Z = P a. I- O • ALL z I- • _ _ • 9 psf$81 pc ).24=n4 . i ' . w w . Ma 1 • 1.. � � TTT TT I 1 1 1 I 0 N j I. WADY. W4 L • .. • P Ww • • • . • • . 1 • I • • • • . • . . ' . PLt . , .. $. 41 I 0 • : :. ' • • •. . • . • . .- • • : • 2 . 5- fif :S iaV4 . . L o • • • • • . T = C = • MOT -MRS • • • • •• • ' ' ai N D .. • I=- { z . ...rae...... = • :4, .... ....., i , ,...i.g, l ie, . . .. ... ..... • • , , ., , , . . . , ..... • 2•1 /ex.' /2:. 2. &' t . 4:-. • -J2./ . • • • °`T ' • ' . OL...x ' .. • 3 • ) 't ( p.L 1 .,� S v . 2 �'a`F . x• 1 , t , .3 ) ..1.: ` . C fi b• ` El , • ! . • . . ''," T.. . : • . • ,... . --r: q?,...j1 • -....• • • .*.... • . . .:..... t • •• *. . . • ,I....vtg„,:f . • ,.. , lyka... • . ....jr., I . .•• • • • . • • Z •'2 fit, •• • , • • Iglitalri,l; . ein • • : • .. . T .L. 6- -..-. i6 i • ,,,,,„,„,,,,,,,„...,,,,, a AI), i m. ; .... - • . dp 6 0 ' ti•Se*S1A PS 42 Ai Alrr0 0. 0 AT 155 ' eAlD . ' • „..„,,,,,;„ . .. k -.), check for beam at second floor __ - —.Dec 02 02 03:44p Riek 8. Associates, Inc (425)451 -4078 p.2 'e • e lb a • : , 1315 3RD ST. z ASHCON KIRKLAND, WA 98033 : z re W CONSULTING. PHONE: (425) 822 -3009 J V ENGINEERS FAX: (425) 822 -2679 Cl) 0 0 w= J 1--. W ±. g - • TO: CITY OF TUKWILA BUILDING DEPARTMENT LI- a TUKWILA, WA. c RLEBE & ASSOCIATES, INC. 11/29 /2001 H W . BELLEVUE, WASHINGTON PAGE I OF 1 Z H ■ C\O INKEEPERS USA Z O W D C RE: MARRIOTT RESIDENCE INN TUKWILA, WASHINGTON - , . . z al IT IS ACCEPTABLE WITH THIS OFFICE TO PROVIDE, EXPANSION BOLTS • O H WITH A MINIMUM OF 4 A" EMBEDMENT INTO EXISTING CONCRETE. Z SEE CITY APPORVED PLANS FOR LOCATIONS AND SPACING. . PLEASE NOTE THAT IT IS REQUIRED TO PROVIDE 2 "X 2 "X 3/16" PLATE WASHER PER CITY APPROVED PLANS AND THE 1997 UNIFORM BUILDING CODE. 1 . a . IF YOU HAVE ANY QUESTIONS PLEASE CALL ME AT 425 822 3009. p•,.\-J \V 1\11 �ti • • 0 ING EL�YOURS: e Q �' : 'y - •Z ROSS BAH AST j• . ,-,< � . PROJECT ENGINEER , 27752 ..... 0) 4 . N \'` Ei(PVRES 5/24IG3 — k "L 4 .. 411 '. . ,CT.J4,4 ' ff`�itti, ' y ' ata. � .-; , , - t i Dec 02 02 03:44p Ries Associates, Inc (425)451 -4078 p.1 _ Fax Transmittal z To: Bruce Leppert Front Michael J. Ivandc Z ' w Fsuc (425)271 -5023 Date December 2, 2002 Phone: (651)260 -5975 pages: 2 including cover U O Re: Rfl sidcnce Inn, Tukwila CC: W w -J ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply❑ Please Recycle M ' u.< Comment= = a 1- w Attached is the Letter from the structural engineer conceming the expansion bolts and the anchor bolt washers. z Michael z Ill al U 0 — • w w. p w z UN • • z i , * , S ,, ARCHITEC'T'URE AND PLANNING ' f, ' . . 2112 116x" AVE. NE, SUITE A, BELLEYUE, WASHINGTON 98004 G -` PHONE: (425) 451-4084 FAX: (425) 451.4078 • . .. ,. , of . I K r azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 23, 2002 REC'iVED Project No. 066 -02154 ~ . Permit No. D02 -116 SEP 3 0 2002 6 Ms. Paula Scott COMMUNITY U O RENOVATIONS, INC. DEVELOPMENT W = LERNER 542 Snelling Avenue South, Suite 102 { St. Paul, MN 55116 w � RE: Special Inspections 5 Residence Inn Hotel L Tukwila, Washington = a F- Z - Dear Ms. Scott, zI In accordance with your request and authorization, our firm performed special inspections for the above- 11,1 w . referenced project. The inspections were performed by our inspectors on September 10, 2002. Copies of v our inspector's field reports are attached. O 01- Unless otherwise indicated, the structural activities noted on the attached daily field reports were in = v accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A u_ f- guarantee that the contractor has necessarily constructed the structure in full accord with the plans and z' specifications is neither intended nor implied. U N 1•=- _ O /— If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Thomas L. Watson Project Manager Pacific Northwest Region TLW\av Cc: City of Tukwila `± p.y. Ricbe & Associates, Inc Innkeepers USA C * H fi t • f;7��s�k� 1i "F Offices Serving The Western United States 1501 — 15`" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 :',•,: 02151 dr. Joc I,r.. *Iv, 'LY:NJSKMUi+waM •' "`* x .u.n-w+.. -- , a.,.rnr Y+W. , . .v .wn. w.+. ..,+,ar ..+,'..— xa.. e.n. �.w.r+v 4..vsn .rA. :N°^?<•f!,tn.MY( #^'ASNfatiN'SVi rh:m.Yl ) - .- t • FIELD 1Kr azan &As Inc. REPORT 7309 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING . CONSTRUCTION TESTING AND INSPECTION DATE: / `/ - C 2- __ -.... _. CONTRACTOR: _._. pjj /CrNOL/Ai)0.ui J.i'C. PROJECT #: _. CV/ _ _ . .__._...__ . D 0 Z. - 11 - - ._.....- PERMIT N0: --- - PROJECT ffC £"S /O CivG 6 - — - - - -_ -s!� ! TN Z -- - _._ - -- -- - - - - -- � _ INSPECTO __ .�,D LOCATION: / K 2 _14 Lax Y / tvy. ' _ I- - JURISDICTION: lirY ar ..... TK� w� c — 4.- z KRAZAN PROJECT MANAGER: T �" W WEATHER: C L EA TEMP: d 7 Q 1 J U 00 0 s / 7 ` t _A-Ty? Ei y A.vGHoe /h -rA.7' /N; /ACTON, co w '.70' cr=D CL E' 9A/, 'OR P', Q,° /1-LCJ7 . LES .47" ,4�v / ( . ...e eo 7S 9t- lie LD OWN- co . _le' ;ie Af', 'ovt ' ) S/ S / qf- O.r�+ /Ls sy£rr 5/, ScNCv47-€S W ,/ tla 7 yior 2 _ .Sh/sofi 144.4<4-s is-- LXT'c,�i fN� LLB' Rcc / cvtp Si N1 fsoA/ ivrD�C HL L a . � � X 7 i� L✓ Z / / MN, r, TeCO,, 1". W '4 ez2o 1 ✓2(/5" ' 1 7' 2 8 E sc /L V6to S/ ' -ALL T /OerAG GT/L./2 /Nl E- o z i- S/''7�sow 5-C- L-/' 2 2. , �► TRH - ' 5 / 6 o £.ki° 7 /0 / ) W j • /c '0 A ZW - es L / Q ys ' , 36 7,� D0 2:7 X pi_.cco )°E # in.' 4/U PAcTG/eE w/P iTrzN ,, c /� c 0 CA/C> rv o PRoc4,20MES. o f-- wo.Pk 9`- aiz:e -' i s f'r q 4 PP/Oo vCD / _ w f- r - u. w U N 1- o~ z i • i HOURS . - Min DESCPT IN OUT ST OT MIL terMiii I f L knowledge, the a ve / WAS NOT performed in accordance with the approved Tans specifications. and regulatory requirements. `—' To the best of m Y 9 P PP P P 9 rY '�i "��' "%'• Superintendent/Representative: Technician: ?.•'S, *444 � :; 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 226 N. Sherman, Ste. A, Corona, CA 92882 • (909) 549.1188 CA 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 1200 1501 15th Street NW, ,x106, Auburn, WA 98002 • (253) 939 1500 p >.,.<; r, 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • Hwy ''`" `{ '`" wy 305 N.E., Ste. 3C Poulsbo, WA 98370 • (360) 598 -21:6 �`� 209 ( ) 572.2200 20714 State 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 19501 144th Avenue NE # F -300, Woodinville, WA 98072 • (425) 485 -5519 ' '� ?Ai+.' 123 Commerce Circle, Sacramento, CA 95815 • (916) 564.2200 12816 N. E. 95th St., Ste. B -100, Vancouver, WA 98682 • (360) 254.3200 ..'.: . . Kf, �iSXwrras tWryt:..• a. �i� ""...�';: ?:rsL;'1�9n,_.:..,., ,,...,...,._.. `.,.,,,,._..._. ........ ........ .. ........... ....... .. ... ... ...,,�.., . ,...,,,..� - - r , - .;s; i t ,cra a+., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -116 DATE: 05 -01 -02 PROJECT NAME: Residence Inn Building 11 1 -z SITE ADDRESS: 16201 W Valley Hy re JU K Original Plan Submittal Response to Incomplete Letter # co o U) w 1.11 m Response to Correction Letter # Revision # After Permit Is Issued w 0 DEPARTMENTS: 5 r ve �� tt a Buildiivision 1 Fire P PlannineDivision = C! (J 'Jz- O2 5 n k ik 6 2-oi- 1- / 4 , Public Works Structural Permit Coordinator X z I. : 1`� W � etI& - l l Z g ID uj Q DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-02-02 v o Q O 1- Complete [ Incomplete Not Applicable n w • w Comments: I ' H L 0 w z O — Permit Center Use Only O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 4 . Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-31 -02 Approved Approved with Conditions Not Approved (attach comments) g; , 4 1 4 :? ; Notation z REVIEWER'S INITIALS: DATE: '`" .. ,' Permit Center Use Only s a s+tf >rt CORRECTION LETTER MAILED: ' ~.,;; Departments issued corrections: Bldg ❑ F ire P " ` "'` " " De p g ❑ g ❑ PW ❑ Staff Initials: , Documents/routingslip.doc 2.28.02 .i:041,04' -4in ,. 44 k ifitt; I �. YeA'i1+� w. .w :ax a.+a...+.z..m '.w..., ..•..... .. .. , .. .. .a r .,w,..,,,,—.A-0.‘ 1 — - -'..rr ■ i PLAN REVIEW /ROUTING SLIP I . ACTIVITY NUMBER: D02 -116 DATE: 05 -01 -02 PROJECT NAME: Residence Inn Building 11 z • �z SITE ADDRESS: 16201 W Valley Hy z X . Original Plan Submittal Response to Incomplete Letter # v o CO Response to Correction Letter # Revision # After Permit Is Issued z 1- U) w . w DEPARTMENTS: 2 � Building Division 4 Fire Prevention Planning Division n CO a Public Works n Structural n Permit Coordinator Z 1 ZO CU DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-02-02 2 o U Complete Incomplete Not Applicable 0 I- i w Comments: H 0 _ 1= �z Iii Permit Center Use Only U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O F_ Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT! ■.G: \ Please Route P2 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: \ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-31 -02 Approved Approved with Conditions Not Approved (attach comments) : , s ` Ii ";fay • Notation: REVIEWER'S INITIALS: DATE: #' I , i, ,, ; : , ; , =a:rct Permit Center Use Only imm CORRECTION LETTER MAILED: ' , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ; - 7 ; ' Documents routing slip.doc Cl 2.28.02 i''ii; _ t4 m. ..*M4MRNMLKa.v ,...,,,∎,, ' ' PERMIT NO.: -- / ( 1 TENANT NAME: e • - ',GPI TANA 34..Q, (,b y BUILDING PERMITS INSPECTIONS CONDITIONS ...x ❑ 1 Progress Inspection Status 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy ■ 10003 Electrical permits obtained through L & I Q ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit H Z ❑ 6 Follow -up fii, 10005 All permits, insp records & approved plans available ILI ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected 6 5 ❑ 10007 All structural welding shall be done by U O 50 WSEC Residential ❑ g ' Y WABO certified ❑ 60 WA Ventilation/Indoor AQC inspector 0 ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected u) W ❑ 71 Mobile Home Tie Down Insp L J 10009 Bolts installed in concrete shall be special inspected = ❑ 7� Marriage Lines • I001 Wh special inspection is required...notify Tukwila -' H ❑ 90 Resteel Building Division u- 1001 1 The special inspector shall submit a final signed report W O ❑ 95 Footing Drains / p p g g F- el 802 Exterior Root Insulation ❑ 10025 All wood to remain in placed concrete shall be treated _. LI 0 74 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected H _ ❑ 815 Lighting and Controls *10027 Validity of Pennit O H ❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit Z _ 1000 Interior Wallboard Fastening 1001 Exterior Wallboard Fastening X 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 . ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ( ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and , ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit '4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall if 0 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces" w firz�r}r ; ❑ 4005 Special- High - Strength Bolting ' w;. ; v, ❑ 4006 Special - Structural Masonry ❑ 1004' Fuel burning appliances K s'> , t ❑ 4007 Special - Reinf Gypsum Concrete t :':,� : in , ❑ 10043 .Appliances, which generate . +t►�t�,� ❑ 4008 Special- insulating Conc Fin • 10044 Water heater shall be anchored t;' ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof •,, 4 , .FL ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial �r improvement shall be anchored t prevent flotation" `4 4,: • ❑ 4011 Special-Shotcrete i� i � M / 0, ••�� ` t " 1 : ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall s ❑ 4014 Special - Panels Plan Reviewer: Date: Z ,fir ❑ 4015 Special -Smoke Control System `y`' ., ' Permit Tech: Date: ' <i' '`spa ''ti:} :w.tA� a vet p5k1lsCa xa: ."t"g"J °amBL=n m l"i :. • w. :n,-, aua h -- - -- - - r - • . t_ . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -116 DATE: 05 -01 -02 PROJECT NAME: Residence Inn Building 11 a SITE ADDRESS: 16201 W Val ley Hy ~w I\ Original Plan Submittal Response to Incomplete Letter # w o Response to Correction Letter # Revision # After Permit Is Issued CO u_ w DEPARTMENTS: 5 _ t_a Building Division Fire Prevention x Planning Division = 0 mo w , Public Works 1 Structural Permit Coordinator 1 1 ? 1 Z� • ww M DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-02-02 v O � 0H Complete n Incomplete Not Applicable n w = w Comments: F' r_ Z tii 0 Permit Center Use Only 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: k Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -31 -02 Y: • . 5 �. ;: ' Approved n Approved with Cond Not Approved (attach comments) n ; . € -:,�. , .. , Notation: M ' . : r REVIEWER'S INITIALS: ti 3(Q DATE: b :404'44, te Permit Center Use Only tAl CORRECTION LETTER MAILED: 't' , , c . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: aka Documenlshouling slip.cloc >l � 2.28 -02 j ,. c tli ';4 � jw,i MrM > ` f 7 -' :� REVIEWER'S INITIALS: (n( DATE: .(2_f_- APPROVALS OR CORRECTIONS: DUE DATE: 05-31-02 t Approved Approved with Conditions n Not Approved (attach comments) n, : ^ ; ' r, f. Notation: , <,,, ,,fir 4�, ,.1 w;'.'eiC�Y,.byi REVIEWER'S INITIALS: DATE: t�l'4.bli ' rim, Permit Center Use Only , To",'b CORRECTION LETTER MAILED: '`_ Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: :,'` .,t, Documentshouting slip.doc lrf " r 2-28.02 j'. ;:- >.�;: ,c,- 4 d1' r.Y' .... r - - ,.__i . - __ 'r _ t _ -, i— w . f Public Works K. Structural Permit Coordinator n z . s ZO w w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -02-02 v o ON Complete n Incomplete n Not Applicable n ... w w ui Comments: 1-- H 0— Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: \ Please Route n Structural Review Required n No further Review Required V1 REVIEWER'S INITIALS: LDIdyy\ DATE: 5/2/02_ APPROVALS OR CORRECTIONS: DUE DATE: 05-31 -02 Approved n n Approved with Conditions n Not Approved (attach comments) ?"�. '. ti ' ry ,hZ f' :'AI Notation: s p :A ..� REVIEWER'S INITIALS: DATE: ' t.. Permit Center Use Only , :; : Ti 7 r:.�.:�p CORRECTION LETTER MAILED: l' . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: :� °;,:, ;; Documents /routing slip.doc t d, C ,''ti, N ' c' 2 -28.02 >c» ::,,,t;,.i' Immorb Nrre-9....--,-- ___ , .--- _ , ...1 ( . I e , Z < . • I— Z W Ce .n 6 5 —j c-) O 0 U) ° W • I —J I-- U) U. uj 0 ' michael ivancic • • • . • _ • .. �f1'�, - . • . • • „re T R PAticAA. 1 SITE INFORMATION 1 1 INDEX OF DRAWINGS PROJECT TEAM 1 z v, 1. i ,gvOOVE PAR Z .. ;yE ARCi4ITECTURAL lieant /Contact: LOCA1126 A PPROXRIATE L Y M aL•E sari. OF 1-405 AND T«E X5T _+ OC W L f A VALLEY HG.4T AU GOYS SHEET / Si E P�.Nv I''eper5 UM -, I _ 30'2 Ro et 1 Fo:nc:ana Way A2.1 lot •2nd FLOOR N�. :L'JNNG PLANS a Palm Bea cn, FL. 33480 a Q P ..PPLICA9LE COPES IL C COOE • : A22 LOFT LFv�L E LADING PLAN . R cc�F PLAT, (5(9 I) 835 -1800 W F _ II FO& PLJ•6 1o CODE Ile-, Epinal A3.1 eu1LDING ELEvATION9 CONTACT: Tomas V. Rodri uez \ /;/E-. 0/ 5 4z: r � '1 W45..�GTGTJ STATE BARBER ERI=E CODE !991 EDITION g 5 , .,-- `�� Pi n - 3 WASH INGTON STATE ENER'aY GORE 1991 EDITION .441 BUILDING SECTIONS AND DETAILS Architect LA S ` �TGTON STATE YE►1'i :AT pty AND P OOR ,:!R A42 I ..ALL SECTIONS AND DETAIN -5 ; �a„ Rieoe t 455oc Inc. WE Cd.4!TY COVE 191 EDITION A5! TYPICAL CONSTR+CTION ASSEMBLIES t DETAILS 2110 !16th Averue !N` Suite D I -- 00 CD I 1 s CONSTRUCTION TYPE v - 1 -1*. sPRAK -ED t FULL 13 SYSTEM Q Q A6.1 4)1PiDOW INSTALLAT;ON AND FLASHING DETAILS Bei!e✓ x'8 ue, Ilia. 004 1 `1 SITE VICINITY MAP SEISMIC ZCNE: AbZ POOR, li+l!vDOW, AND FINISH SCHEDULES (425) 451 -4084 ;, Q INTERIOR E_EvAT•ooS I Z < & NOT TO SCALE ISU4.DNG LOCAT1CN NAMED) SEILER D.STRICT: USE EXISTING SERVICE STRUCTURAL ENGINEERING I Engineer: o CD MATERIA PATCHED PER STRUCTURAL HOLES IN EXTERIOR 1 INTERIOR WALLS, FLOO 4 Associates, Inc. r - - - -- LATER DtSTRCT: USE EXIST4-4 SERviCE ! 2 '; S0.1 STRUCTURAL NOES AS+CON INC. a ' 1 + � 3 ``'. � w � , _ - A5 BUILT EXISTING FOJNDATION PLAN 1315 3rd ST. .---. -. —I ��� "_fit '” • g •� — �'=_ 502 MAIN FLOOR BEAM AND 54 iEAR'uA1 L PLAN 0-4 0 M • FILE COPY '` �- `.may e ''::-..:." - : _: -., .. UPPER FLOOR FR NTINCs PLAN KIRKLAND, WAS,+INGTON °8033 n- y„ -o : = ' ;_ =" STATISTICS 50.3 UPPER F' OoR BEAM 1425) 351 -2085 W J = ;- y •�' ; ��` ' •ti�;t *Z�� ~ "'-^ SITE ST TICS LOFT FRAMING PLAN A D A ALL PLAN Q I understand that the Plan Check � !� � a M Engineer: I �' w � echan(ca I 50 LO BM AND 51+EAR ,)ALL PLAN 9 I pp !s are , ��► CO subject to errors and omissions and approval of r ‘A.---=-4,-4, ; '°° 4 " c? ROOF FRAMING PLAN. } y ' M s- Si STRUCTURAL DETAILS �" N — plans does not authorize the v�iation of any �"� ° � � , �`% � '� � •"`,' •�� �, '''.-,,..• •- , .., _ ., g20 191th Ave. SE '"" � ---1 adopted code or ordinance. Receipt of cony % , .17;.4 `.�s 9 - = f � ►- ..:•" TOTAL SITE AREA (4. 44 ACRES) F33465 SCSI. (100 %) 52 ST 4, / ,,� � fdJCTURA� PETALS SHEARWALL SCHEDULE Sammamish, WAS�+INCsTON 98015 to a tractors copy of approved ,Earls acknowledged. : ' ``� , > t + y : CONTRACT LIMITS RECONSTRUCTION OF BUILDING • II AND NOTES + 'r , • % WHICH WAS DAMAGED BY FIRE AN D WAT D (425) 821 -8448 ` ' MECHANICAL 4 PLUMBING ENENGINEERING INEERIENGINEERING ' " i. ; t x t'' , - TOTAL EXIST BUILDIWsS M J -..„..k �\. IB RESIDENTIAL � '� ` �' ` /%,, ` r E' ' ` ` -;` POOL HOUS I M -1 FIRST 4 SECOND FLOOR - HvAC 4 PLUMBING Electrical Engineer: / Vvt c cCQ �.1,21 # ' IN s ✓ \ ; � � C ' ' � .' , ' , \ M -2 SECOND FLOOR./...OFT - HvAC 4 PLUMBING By 7 7 •I :::\-_-. , � ' l - /• k* 5• ' i, > •/,;% -, COPT C61 BUILDING 1 Date I /�� i / �„ a ?�� a M -3 PLUMBING RISER DIAGR I SG- iEDULES t DETAILS McKinney Associates �: ' ----;--,-,-.-.4.-..7„ ' '„ sz \'' s, TOTAL UNITS t44 -8 of THESE ARE 10 BE REBUILT w X401 !12th AYE NE �� �/ • r a y : � �� - BUILDING II M-4 SPEciFICArioNS AND EQUIPMENT SCHEDULE P N DOS a • - -_ <` ^-, . ' ,' 1 E LECTRICAL ENGINEERING K IRKLAND, DV>L 1 1 i� ,,� . � +.< ���� ,.�''� ' �'" .� .�� . � � WASHINGTON 98033 ....... '. < f- , " ' o,.> �-• � '\ \ � , , � ' TOTAL FLOOR AREA (BUILDING II) 5,024 50. FT. E -1 GENERAL NOTES AND SCHEDULES (425) 828 -6453 • s , o • \ 1 • :,_ It ,-, E -2 FIRST FLOOR POIUER AND LIGHTING PLAN , :� ' a > ' : •° __-- -"°'_ \ • \ , - ` 4' ' , y 1 TOTAL SITE DENSITY (WITS /ACRE) 32.43 \- • � • \�s' a . � .� �+ , ' E -3 SECOND FLOOR POWER AND LIGHTING PLAN • T \ \ ' J \' - �� ���- -- '� ` : <4 s � ` = PR OVIDED E 4 TYPICAL UNIT POWER AND LIGHTING PLAN TIONS LEGEND F :.' \' ss.,. -.«. '� •� ,\ , 4 PARKING E -5 ONE -LINE DIAGRAM 4 C ABBREVIA ND I H IT ° ..., ,t;; .s.v,t ,, \ ..e ., .. 'd4' • i, ,: ALGULAT101V5 ( 1---1 SEPARATE PERMIT ,� r - co REQUIRED FOR: 1, V M ., - ,;;,Isl e OPEN STANDARD 108 STALLS E -6 PANEL SCHEDULES t GALGULATIONS w r : r, ▪ f = ?_1 ''S`77 s `" � � ' '' .. OPEN COMPACT 41 5T Tom Z , 1 \ ac :c. .•�++ " s l v ALES lJ 1 VMECHANICAL • t .�,._ - .i , OPEN HANDICAPPED • 4 STALLS AF = ABOVE FINISHED FLOOR W Q , _, ao I •��ti�` "' ECTRICAL .` ► :- _ ; e • _� _ , .,, 1 GENERAL NOTES • _' L _-,� F J TOTAL PROVIDED = 59 STALLS BF • BI F OLD (DOOW C e " �0 r= '_13MBING ! ' 1 `'� Al-_,- L � =w 1 = BP. • 51 -PASS (DOOR) I z n N \ �c� y r� -. . r , 1 _ B T. N �� i_. — — � } Or.. 5M = BASEMENT 0 v `✓. [ GAS PIPING ; - ;- -° I 4 = CENTERLINE 1,1 �g- - - - -- - _ :. -' -- . - _ -• -•- .-- UNIT I i L IT 15 THE INTENT OF THESE GONSTRLGTION CE IT DOW-TENTS THAT ALL L, I • 1; _ ' CITY OF TUKWILA WORK SHALL BE PERTOFd LED N ACCORDANCE WITH ALL OF NE GOVT =CONTINUOUS Q W Z z BUILDING DIVISION rAC =f� �"� REQUIREMENTS OF THE LLiASHNGTON $TATS BUILDING CODE AS !IEEE D{SP. • DISPENSER ^ -. w ar AS ALL GOVERNING FEDERAL AN LOCAL ORDINANCES. EQ. • • EQUAL Cr) L-1,-1 = '4' ; ;.t3 NO. OF UNITS 2. PRIOR TO THE COMMENCEMENT OF ANY PORTION OF THE WORK EXP. = EXPOSED v 1 Z < p _ BUILDING LOCATI O N PLA STUDIO UNIT A THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXT. • EXTERIOR � D 1 > p NOT TO SCALE DISCREPANCIES NOTED AMONG OR BE ' EN THE CONTRACT EAU • EACH WAY ¢ I STUDIO / 1 BATH DOCU•ENTS, OWNER - PROVIDED INFORMATION, SITE CONDITIONS, FDTN • FOUNDATION U 538 SQFT LIVING AREA 4 UNITS Z • = 1 / - - f (i ■ MARFACTURER RECOMMENDATIONS OR CODES, REGULATIONS OR - _ ds csfB6 /�shco by T ry �o \ F E = FIN ISHED END (CABINETS) '� Li ZS of JURISDICTIONS HAVING AUTHORITY. _ � land ✓ar✓erpn9 Co. on Fob. 17, 1984 . •, /� R 3. PRIOR TO THE Q STUDIO UNIT B THE CONTRACTOR S COMMENCEMENT OF ANY PORTION OF THE WORK, FF. s FINISH FLOOR W H •- W N d "j'�9 i i � i e HALL BECOME FAMILIAR WITH THE CONTRACT FLFR = FLUSH FRAME ( BEAMS) 11 N _J v (�iSI 1M � L • 59.6 ' ,, m .,- • STUDIO / I BATH >' L� L PETITIVE FEATURES NOT INDICATED IN THE DRAWINGS s µANDICAP - ^ L. a !ERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRALLN µ =HOLLOW GORE i DOOR) t - . p:I:Ji ApU1 '^, n r _T L. RETE, L DIMENSIONS ARE TO THE FACE OF FRAMING OR FACE OF HORIZ =HORIZONTAL �'� �' UNLESS NOTED OTHERWISE. CONTACT ARCHITECT FOR HT. = HEIGHT �j. jB, c •• :. v , rc. C \ 833 SOFT. TOTAL LIVING AREA v N 8 UNITS TOTAL CLARIFICATIONS. NWT = HOT WATER TANK ,� o ' • . , : - 4 ` • , 0 S �� 1. UNDER NO CIRCUMSTANCES SHALL THE DRAWINGS BE SCALED. IT ' +,, v,,g0, ba• -'� 5.B ' -. o.•. > \ ' \ 7° SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE LOO. = LOCATION h h ,/ • ,� .. \ j p "1C =MEDICINE CABINET ARCHITECT WITH ANY QUESTIONS �GARDING DI1'ENSIONING. -' / �',t� � � ° <y ` t, a7 I. 8. WHERE A MANUFACTURED PRODUCT OR SYSTEM IS USED IN OSB =ORIENTED STRAND BOARD BUILDING INFORMATION I PT • PRESSURE TREATED 4 o o BUILDING • II (HATCHED) L' ° � �'' ?' i° .4.: ' ' '� • a 9r Ruc I CONJUNCTION WITH THE WORK, THE CONSTRUCTION DOCUI•ENT / a "� ✓eii MANUFACTURED PRODUCT OR SYSTEM PLAIN • PLASTIC LAMINATE cz IDENTIFICATION OF THAT MANUF SHALL BE RE- CONSTRUCTED ON f ° , • � - E x � x ^4, � ' \ N SHALL MANDATE THAT THE CONTRACTOR SHALL INSTALL THE REV. • REVERSE 4 P ' o o MANUFACTURED PRODUCT OR SYSTEM WITH 100% COMPLIANCE WITH z EXISTING FOUNDATION S r / ° _ / -- . ° d� "S 4 TOTAL uL3C AREA _ REQ'D =REQUIRED o ZI p ., / c \7 9 's. BUILDING HEATED AREA ttet. eras ary I NOlGE) $ 1 T ANY QUE T/ S O T REGARDING AND/OR �S =ROUGH SAUN ~ z J 1 .. �,' J C . c NUMBER • • UNITS STORIES (SQ. FT.) (ea FT. RECOMMENDATIONS IN THE EvENT C.7 1" � o ��f� THE INSTALLATION Of A MANUFACTURED PRODUCT OR SYSTEM StDBL = SHELF AND DOUBLE POLE w �o m e POOL ; ' e , ° o \ EXISTS THE CONTRACTOR SHALL REQUEST CLARIFICATION F THE 54P ._ SHELF AN D POLE ■O = Z� j° • o r / �� .. . fy - ,,- Il $ g 4,936 5024 ARCHITECT REGARDING THE INSTALLATION REQUIREMENTS OF THE SB = SOLID BEARING I4 V .1.1M11/ .1.1M11/ 0 4" a #. v °', �i'- MANUFACTURED PRODUCT OR SYSTEM. IF THE CONTRACTOR SF s SUS - FLOOR 3 "i1a z/ ' j0 " r WITH THE INSTALLATION OF ANY MANFACTURED = m /� I ' ~�/ ° ' e . s c \y PROCEEDS \ WITHOUT ANY PRIOR CLARIFICATION REQUESTS SHELVES W . �. � J, ° � o • PRODUCT OR SYSTEM V SUM. =SIMILAR A --I it r 'I .4 0 � #cs TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME 1008 • �—� �° � • LEGAL DESCRIPTIONS sR • SHOWER ROD I-1 6 � i COMPLI WITH ANY AND ALL REQUIREM MID /OR � J fi y e �, ao RECOMMEND OF INSTALLATION OF THE MA NUFACTURED ' • S.C. S OLID GORE (DOOR) w : • p j d' • ` O 0 '' , v f L O P o �' PRODUCT OR SYS TEM. TB = T OWEL B o TP = TO OF PLATE R ECEIVE D M / 10 .. . . • Olt v b: �h 4; P .., \i• r.� — ... _._ , . _ CITY OF TUKWILA F+� • Ia. o ii o ' j0• . "". ti - "I ;. QjP ,, • `'' f �\ • a „ 0° J C FROM LAWYERS TITLE INSURANCE CORPORATION TPD =TOILET PAPER DISPENSER ; c • 4° ,� f * o , / h �` TITLE corMITMENT NUMBER emo59N GENERAL PLAN NOTES No = UNLESS NOTED OTHERWISE MAY - 1 2002 ' : y / G et f, p U r a • /, � ��0 < PARCEL A VB • • PENT BLOCK PERMIT CENTER O /0 LOT 2 OF SHORT PLAT NO. 84- 31 -55, ACCORDING TO THE SHORT PLAT RECORDED UNDER VERY. =VERTICA I m i.o' o 1 V / f , ,' �� KING COUNTY IN THE CITY OF TUKTY RECORDING N0.8501030148: WC = WATER CLOSET / U ; //r ,/o '7 WILA, COUNTY OF KING, STATE OF WASHINGTON. 1. DUCT ALL EXHAUST FANS TO THE OUTSIDE ATMOSPHERE. , 14 1 c 2` /`\ �/ � l h f,• PARCEL n� n 2. ALL FIREPLACES TO BE ZERO- CLEARANCE PREMAPF. MTL. W/ ICe0 APPROVAL. ti f i•••\ ` \ f r \V -• ° A PERPETUAL APPJ :TENANT EASEMENT FOR THE BENEFIT OF LOT 1 OF SHORT PLAT NO 84- AND EXE I WTH A N D STALLAT CN ENDATIONS SHALL BE VERIFIED ILI •; .. /x.90' 9,° o : I /jv � � t� '✓ / / � V • • ' v: • = ■ v �` 31 -85, AGCOF2PING TO THE SHORT PLAT RECORDED UNDER RECORDING NO. 8501030148. CAULKING SCHEDULE II •. \ coR PURPOSES OF INGRESS, EGRESS, UTILITIES, PARKING, LANDSCAPING, GRANTED IN 3 • VERIFI ALL DIMENSIONS IN THE FIELD. • T ;- � SB , o e 1 0 \ � � \ ° a THAT CERTAIN EASEMENT AND MAINTENANCE AGREEMENT BETWEEN TULWILA PARK ASSOCIATES Ul • � +,�� • / V /• ./ ' • V o, . d d•, AS GRANTOR TO TUKWILA HOTEL ASSOCIATES LIMITED PARTNERSHIP RECORDED JANUARY 11, 4 ALL CABINET TOPS 4 SPLASHES TO BE PLAIN fa , y n � q ty, l \ G /� --:-!,„•'• • 1985 N OFFICIAL RECORDS OF KING COUNTY UNDER PROVIDE FIREBLOCKING o ALL PENETRATIONS OF FIRE ER RECORDING NO. AND AS 5, I. GALLIC NE FOLLOWING AREAS OR PROVIDE AN AGENCY APPROVED ALT. SYSTEM: Q. :� AMENDED BY THAT CERTAIN AMENDMENT TO EASEMENT AND MAINTENANCE AGREEMENT • • f z> - 4 I s, \ � �j , � 4,, : ' ,, tia � '\ RECORDED FEBRUARY 9, 1981 UNDER RECORDING NO. 6102090589 AND FURTHER AMENDED BY RATED ASSEMBLIES PER APPLICABLE BUILDING CODES. A) EXTERIOR SILL PLATES TO BE SEALED TO FOUNDATION OR SLAB WITH ft T W i T i . v N' • , „, v h � o .. THAT CERTAIN AMENDMENT NO. 1 TO EASEMENT AND MAINTENANCE AGREEMENT RECORDED (SEE PENETRATION NOTES SHEET A5.1) APPROVED SEALANT OR PREMACA CAULKED SILL SEALERS. o , 0: a. 1 / U 9 0 ►' RECORDED AUGUST 1, !981 UNDER RECORDINGS NO. 8108011386; O. G11.8 TO BE EXTENDED TO THE FLOOR BEHIND B) EXTERIOR SOLE PLATES TO BE CAULKED OR PLATE, D TO SUB AND °o ; fi U �` / f h� .�. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON ALL TUB AND SHO ENCLOSURES ALL BEARING SEE DETAIL G) CAULK OR GLUE 15ETUEEN RIM JOIST 4 TOP PLATE, AND RIM JOIST 4 FLOOR SHTG �+ `� ` • • ° ` ' • �',.. AND PARTY WALLS. 1 D) CAULK OR SEAL WITH FOAM BETILEEN ALL ROUGH FRAMING t DOOR AND WINDOW 8 o 41-----4, ~�'(.� \ •• V • N. ♦. a 1. PROVIDE SECON LAYER OF 3/4' PLYUD. ON FLOOR BELOW E) CAULK OR SEAL BETILEEN ALL MULTIPLE STUD FRAMING AT COWERS AND o �� �'$ ` �V L \ r ALL T i85 AN SHOWERS OR PROVIDE GYPCRETE PRIOR AROLND PL U WINDOWS 1 DOORS. zU O� /,�� , GENERAL SITE NOTES TO INSTALLATION OF TUB OR SHOWER F) ALL PLMBING 4 ELECTRICAL. FLOOR OR ✓qJ - �' �' „ U\ �� � . �/ y� CEILING SHALL BE SEALED TO PREVENT AIR INFILTRATION. WHERE ELECTRICAL WIRING PASSES HORIZONTALLY THROUGH A WALL STUD, NO SEALING 15 REQUIRED \ ��� JC `� / � sp UNLESS THAT STUD PENETRATES THE BUILDING 'SHELL'. THE PENETRATIONS IN c `" v \ \ ! : c L THE CONTRACTOR IS TO VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING RECEPTACLES, SWITCHES, AND OTHER ELECTRICAL BOXES MUST BE SEALED IN c T:/ \ \ N . e ° o CONDITIONS. THE EXISTING BUILDING HAS BEEN DEMOLISHED TO THE SLAB EXCEPT Z HUD FORMALDEHYDE STANDARDS BOTH INTERIOR AND EXTERIOR WALLS. I-- a / FOR THE SRINKLE / E I \ \ °� ti ti 1 i . PR ELECTRICAL CLOSET. CONTRACTOR TO CUT SLAB TO ATTACH TO G) ALL PENETRATIONS IN EXTERIOR WALLS, BOORS, AID CEILINGS SHALL BE p Q, • � j 1 / \y' tip ,'\ / - . EXIST. PLUMBING. THESE AREAS ARE TO BE DOWELED AND SEALED. H 09'�D'�U •. 7 �> °r�- ..\:::, . \ ` r �o NOTES. ANY CRACKS IN THE SLAB ARE TO BE FILLED W/ EPDXY BEFORE STARTING H) PRO'/IDE SEALANT AND BACKING LS AT ALL INTERSECTIONS OF w I ALL INTERIOR GRADE P �\ , � - FRAMING. CONTRACTOR TO SAW CUT AND REPAIR ANY DAMAGEp SIDEWALKS OR PATIOS I. PANELS ( SOFTWOOD, PLYWOOD, WAFER304RD, 0$15, CONSTRUCTION COMPONENTS AT THE EXTERIOR OF THE BUILDING. COLORS ARE v w z ' >•:.,•,. _ E 7109 N. • f \ Y` \ ° PHENOLIC PARTICAL BOARD) MUST CARRY STAMPS INDICATING THEY MEET THE TO MATCH NE ADJACENT SURFACES AND BE APPROVED BY TIC OWNERS C4 C4 4 ••7, c- •-4 7/7/ 1/. / 1 �Ct r�U v _ / \ ( lY ASSOCIATED W/ BUILDING 11. HUD FORMALDEHYDE EMISSIONS STANDARD. PANEL STAMPED EXPOSURE 1 OR REPRESENTATIVE PRIOR TO INSTALLATION 1. CONTRACTOR 18 TO LEAVE ALL AREAS ADJACENT TO THE NEW COMPLETED STRUCTURE 'EXTERIOR' MAYALSO BE USED. C F- SITE AI PROPERLY GRADED AWAY FROM THE Al E BUILDING. ANY AREA DISTURBED BY CONSTRUCTION - I N Z 61) �/ I TE PLAT `I SHALL BE GRADED TO MATCH ADJACENT GRADES p READY TO RECEIVE SOD. 2• ALL PRODUCTS INCLUDING CABINETS, TRIM, CARPET, 1 DRAPERIES MST COMPLY 111/ !L WITH THE HUD STANDARDS OR BE MADE WITH PHENOLFORMALDEHYDE RESINS INSULATION SCHEDULE 3 CONTRACTOR TO CHECK PROPER OPERATION OF EXISTING DOWNSPOUT DRAINS. ANY (EXTERIOR GRADE OR EXPOSURE 1 GRADE). 1 1 ' Q 1 • ■30 -0 DRAINS NOT WORKING ARE TO BE REPAIRED. � �1 w 4 ' NOTE SITE PLAN IWORMATION IS TA FROM M a KEN X A5 BUILT SURVEY AS PREPARED BY: L ALL WALL CAVITIES SHALL BE FILLED COMPLETELY TO REQUIRED INSULATION / W TRI COUNTY LAND SURVEYING CO. WASHINGTON ENERGY CODE COMPLIANCE vALBUE. BATTS MUST BE CUT TO FIT AROUND WIRE AND PLUMBING RUNS. 0 4610 100TH ST. SW. SUITE A 1. ALL CEILING INSULATION SHALL BE INSTALLED TO NOTED R- VALUES. F BLOWN _ Cl- C-7 LYNI4.1000, W.A. 98036 INSULATION IS USED, BAG COUNT SHALL EQUAL R -VALUE AND REQUIRED DEPTH OF Y METHOD o f COMPLIANCE: CHAPTER b - PRESCRIPTIVE PATH APPROACH FOR GROUP R OCCUPANCY IN .4110N. I NSULATION DEPTH MAY 15E AVERAGED UIHERE TRUSSES PREVENT 4 '; (4251116 - 1926 ., '" CLIMATE ZONE I - HEATING BY OTHER FUELS (HEAT PUMP) (UIEEC 602 1 TABLE 6-2) GLAZING CALCULATION FULL DEPTH. a ' 3. ALL DOMESTIC HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH R -3 PIPING ° OPTION HVAC GLAZING % MAX DOORS CEILING VAULTED WALT. WALL WALL FLOOR SLAB GLAZING AREA 416 SQ. FT. o _ = 8� INSULATION FOR THE FIRST FOUR FEET FROM NE WATER HEATER AND IN ALL a EQUIPMENT aF FLOOR AREA GLAZING U VALUE CEILING ABOVE NT EX1 O11 FLOOR AREA 6024 S0. FT. UNCONDITIONED SPACES. ■ EFFICIENCY U-VALUE GRADE BELOW BELOW GRADE 4. ATTIC ACCESS HATCHES SHALL BE BAFFLED TO RETAIN THE SPECIFIED R -VALUE co GRADE GRADE AS REQUIRED N THE CEILING. UNTREATED CARDBOARD BAFFLES ARE NOT JJ4 a AC WEATHERSTRIP OPENING WIN CLOSED CELL MATERIAL. N 5. PROVIDE VAPOR BARRIER ON WARM SIDE OF ALL WALLS, FLOOR8 4 CEILNGB. 1 MED. 8 % 50 020 R - R - R -1I NA EXIST. R -30 EXI51. (004' POLYETHELENE OR KRAFT FACED BATTS) a 4 Q 1 - ` 4 , 1 BUILDING PLAN NOTES _ It ■tr ►UCCA E6 F f . :OUTC*6 arc. OE 2A Ire c -R: . D n _ y a04'AdE F FJRFKa1e+ER I1AIa'E? AT bi• TO Tl f TOP b A IEAY•t91 `- PRO EC's Ht.O6RE ►_• ' • � 1 GEE VAR 3ECT"045 ::.ei 4 .L41 FOR STAR D 8- Ab3B4T „ f'11:: U LOC.&T(►6 .510 DETA4$ MARKS = /- 1 GEE 5'.:R'BALD*G Art h4.4. SEOTCR5 FOR LOCATIO 5 CF TYPICAL GAL... I `, u = OORtE LAG A10 ROOF AeeeAES C C U R 4 GEE to .. 6• AbGEMLEb EV FOR RATi�C16• TEWT6. AaGc *TFiAOTIO. OF �1Lt, ;: • L. E ce FLOOR A c ROGF A66 _ b ,, - j A Q G- GEE cOIER bar FOR AGO!TIONALT TPICA C1E6 1 � `T -- ,J W - i- : T - 71 IOICATE* Rift DO.N TO 1'4'. 1'4'. , 1 DA.O.5 SrMLL EE 5PRTrKLED iY A ALL D 5T5T131 rEETN's CITY OF T{l ,A ; 6TANED ALOE ORIONOCE SYSTEM 15 TO BE MGR EulLO LY CONTRACTOR 1 REePONNE E FOR ALL DE61fs1 PErT6. A►O NSTALATIO• FOR A cGTPLETE .�RDv SY5Tg! cGNTRAGT t0 5 1J81vT 7QA-* j6 A/O 6PECb TO OilER >- 00 FOR APPRO PRIOR TO bTARTI•G _OFK. Q V .114 PO Q zap Q 1I U IL r CL • W J = a ^ o M U CO 6m• -r x 25 • 21 • / / r� I. / Z _1 ' ,, n. ' X 5' 54' f 32 i y 3'-0' / / 25' It 11 -i • y g , p• a / _4• y 5 / 3 • / . I O VL PATIO Mr WY A 1 _ ,, \ ..,,,,, / ,, 12'_1. 5'-3' 1' -4• I' * imam i 1 in -/,- , El 1112141MPINa 1111111 © — — �. \ 11/ , M' -- s' z APPRO I © �� I ll 'c • CG7 CERTF. TILE HEARTH F �' I T I DEPT O ECOLOGY CERTF- f Z A w Q 00 • DEPT CF MAW. R t G Q I FIREPLACE -TALL PER f1` AREA I I I I I I I I •r � . 1 4 !REPLACE INSTALL PER �iY OF Tl;YW4U %' 36' ZERO-CL • - • s V z SLEEPING AREA 0 G I _J_ L1 I ' I 1 >8• cE A � �— G T� t 0 SLEEPING A TILE HEARTH G a' 2 9 "C0�2 1 in lit 'I' UNIT A4 = MAY z bI a ` r~ STUDIO UN IT A 5 ' 3' b' 4 ' - . n UNIT A4 9 CT I tiU Lc o • 3' -• 5•"6.i• D x • jr, STUDIO UNIT 5' 3 w I__ % , , 2 _O. 3' F' �. 8 i• 3' -b' 1 �I'- ' 8'_2 1'4.1. LIYINCs AREA LSJ!L ;_I DItr4!•0#,4 C� i t ' "ir ,l fr %. —Y/6!� l' 3 ' -3 3' -b' S'-b1' 8'-ii' 3, b, ' . 1 (n � CT $ / / © is D • 'Q� I— Q e - .� , -. / //i �/ - / - - -- ! � . NI � e'x4' -4' CERAMIC i \ /, / ,_ \ • , ; N i. . . Nc Q to MEN —^?- -, �, / ,••r ' ' � : - i / / C TILE HEARTH i �j i / Li 3 W C T + �. 119 V t P y / /// / / aP / „ 18 "x4'-4" CERAMIC s • C / % f / / / ,, // / / ' , 4' -0' LIYItJCs AREA _ ' ■r � /// _ < TILE HEARTH W N 1 i I '-5 ' I ' � I W C GT B 5' -1 3' 5 1 " 11'- I ' 3 aw /" ' i /- �f 2 0 / /; i ? 8 2 D .n B / , / , NCO C a G G ' / i:J '� i O/G O (, ! ® LIVAA D . 1---1 m i KI T�i �'I / K IT AM uNIT C IG60 APPR BATH ., / : , / ' 17,,,,,,,„;,,,,/,/,,,,, DEPT aF ECOLOGY CERTF. DRESS ® �' KITCNENi' / ,� 36• z>= RO CLEARANCE a I I - ry / , / f IREPLAGE DRESSING � BAT N / , aj A OFT 3 6 ' zE CLEA 0 1 r / �, /, , l \ II .� KIT CHEN _ / / /: I L UNIT ,p I ; _ / j/ : ,i / � j MAAF. REGOMENDAT ON ' b'_I • FIREF'LAGE INSTALL PER r Q l � / " � "' '" 3' -I ■ MAW. REGOMENDATIONB A . ---, ,, ENE O • • 6'8 I. / " 2 ' 4 1 " % UNIT 5 to, �� "0 9 ' 8 ' p_I. 8 / 't, \ „- 1 ill= I STUDIO UNIT" ,\ �` 0 �� • • Inn" 3 0' � � """" L INE OF LOFT ABOVE !DASHED) 5'- 1'VERIFY .. \ in \ l �� .■....,. + s� ra<.rr.rrr..�sr•rr + \ \ W/iU8 SIZE 1 GYP. BD. 9 ''1 BATH / / LINE of LOFT ABOVE (DASHED) }- /- //,/ /' / ° 4 °8� SEE 8/A5.1 in PRESSING avv r ///- CI C B // • . / `/ � / . PATIO r _ 2'-31' il , W , Q �' J O ® /= T' CI BATH I j / F Q 2 k s) oL rip -- O BEDROOM � /:. 11,1 O © 1••••4 U v, SLEEPING AREA c .�..,. � ` BLEEPING AREA © �, n , � �� �" .. I:4 3 • !i' o T ® ® / N . �' \ A T x , Crl - I BATH 0 Ell \ -+ m D RESBING 5' 1 "VERIFI W/ 5 'w 4 : // E '� W T • ' BATH GA TT I NSUL . FIRE BL SPACE C KAJCa 6 ' SEE e/A5l CD T RO. • GYP. BD. '� �, „.c..,./ I " / A MUM ' -, + //: ! // , � v LINE OF LOFT ABOVE (DASHED) - Q' + ,,, �Isa' OL. 1IORIZ M A " 4 - wiac ■_ / / •1 i i S ' /�' i / � A .n -t. 1 UNIT + =i wa.w� .•wmwrv/w�w.wrswuo/awiw.wrwi / . i ` - , STUDIO UNIT ��� % � \ \ \ \ , LINE OF LOFT ABOVE !DASHED) -� / - y / v ,/, 7/s,110 6 I .�� 1111 • / i , , i i 1 r 9. _ C S TO MATCH 9 ■_ • 9 . � O a I 3 mom__ .��I ®\ 0 ,.///,'%,,, � KITCHEN - % / / i' TA _ BATH DRESSING u I I O , .... ..,. 18'x4'-4 ■CERAMIC D / ® LIYIIJG AREA m j � � % / /, ; j� ; ; � KITCHEA CT c FURR EXIBTINCs� TILE HEARTH UNIT C KItCHEN ' / KITCHEN � '_ BATH ® DRESSING II r- J Jf"L tk3 io "? / �' % ; ;p WALL 2' AND LIVING AREA LOF UNIT • • 110 ; .n Y ® - T '' " T 2 ll8 ` 3, -5. 5 8 1 • 2 • DEPT OF ECOLOGY GERTF. C � - -- / $ / P ' ' Y Ill , (4,-, / /, / / : � ,, , Y 2 \ • IGE APPROVED - I / �/ / ,,/ / ' /� ! / ' i / % ' , � I' 8" 4 ' 1 ® DEPT OF ECOLOGY GERTF. Y ; ! / , / � � ,'' $- t P - 3 R _. 6* ZERO-CLEARANCE Q CT + y APPROVE G CI 9 FIREPLACE INSTALL PER CT R D C Q / j T Q FIREPLACE INSTALL • �/ f/� � / r w ~ �� _�� ---�_ 1 ' \ \ 36" ZERO-CLEARANCE �CT O �.' / i % % /, . ' , '�i / /.� ' / i r MEG'I KW. RECONENDATIONS � A // ` PER G / . /. O / — *�+'+^'•+- \ \ .n © '^ • Nel O J "Jta 9 MANF. REGOMENDATIGNS e 1 / - - -- �� , tp o �. 1 �n m • r-1 GCiVED ...... E o° 5 b� 3' b" 3.-.3i" o ® •n Q NO ® CITY ' TUKW LA ik / / n 0 3'.m• 1 1 . 11 2 A MAY 2002 in / / P' fi. 0 -' 1 , �.IYINCi AREA TEF . - V' UNIT A4 in PER IT (.EN / 3 '' O /- ' ' ' II' -1 " O GTC LI STUDIO UNIT D 2 Z I I f - I Y AREA = �. CT 1 l U ti o �' DEPT Of ECOLOGY CER1F v 3' 6' 81' 5' "6�• 3• , 3 ' 3 2 • 2' 0' ti) DEPT OF ECO CER1F. IX ,' W Q ICBO APPROVED UNIT , 4 _ 1 I I 1 1 1 IB'x4' -4' CERAMIC 3/° IERO- CLEARANCE . _ Sb' ZE EARANCE Al o A • 5. 3' TILE ►EARTH FIREPLACE INSTALL PER © f� .. A , g , 3• [18'x4 CERAMIC STUDIO UNIT 0 z I 1 FE MANf. REGOI ENDATIONS A i7 / TILE FEARTN FIREPLACE INSTALL PER -,,, .„,. r _ ' 1 ( • :T:: -' -- — r — � — © 3 �u, BLEEPING AREA & ■ 13 El tu al rte. REC a ENDATI * $ BLEEPING AREA a. �1 1 IA nip , N A re a cu A M IiI • 6' - 3 ; _ L 12' -1' W IVAIII Li _� (HMI..... I/ N PATIO 1 \ Y . .. 1 j • i a / 6' -5i' / A 4. it,* 3'-2 4 ix '-' 3' -2 ca / 26.-11 • 21'-14• / 2V-Ili" • • , r ez F 42 al 11 IRST FLOOR PLAN SECOND FLOOR PLAN HEATED AREA 2151 SOFT. I/4" : l'-0" HEATED AREA 2211 SOFT. 1 /4" = l'-0" c UBC FLOOR AREA 2221 $Q. FT. UBG FLOOR AREA 22115Q. FT. z • • 1 • 1 0 + I Jot No: 0201 Dwg: A2.1 - A2.2 -FLOOR PLANS.dwg 04/25/102 1.000 =1.000 U n si" r _ _ _ 7 :11 _i r :. ,--- , ,,,,,_, r II $--1 .il , . 2 II R II v n Ei \ 1 1 cry n w ; fir`-- - h r © O n n 1 b s51 I v r - p � I r '.i f 1 I I _— ---- ----- _ tr ll. ;: in IMII ��r 1 b ' -l" / tr- II - ifir o 0 03 � •I IL L_ A. 1 q N 3 "b ..- 1 : R v N � ► 1. y , , ‘ - r j, _ N 1 Ai , ::: 9-i- 6 . 41::) =4 r - - j _ _„ , - i 1 , — - - , ‘ ,.:'. ____., L _ __I / 6' - I. 6.-3" . W C) a' _ 6 pb LJ ^ Lr— 411) n 1..D - SLOPE • 9/IZ SLOPE • 9/12 Y3 � 1 �1 di) , > 1 - - ii 4111) M A 1 - > W NOM 0:! J T 1 P 81 _ - --I r I 0 0 f lo , _____ ___. P 4 i , , n n 1 1311•5 3►' r f JO i sti— 0 "-- 1 W, g. 11 - i '4Z ( �s. L ���� 0 —- — (1 r414. ,. r E Si _ _ � > S Row AIP r b at cl ts1> t sa , , 4 4P t R ' m ► i q ij R. 1 , ..P - ■ III › _Lin , SLOPE • V12 SLOPE • em — c:: . N ' 1 I , 1 1 [ G 13 r ..,,, D . 1 - r oo ,,. ; _Q trij ci m l, il ipi , , 0 - 'E 4:1 6 m 3 1 1 3 cn "_' pry ill g g i y t c_) ....„, , c1 ,... co ,.., ___, G ! : ! U z i � p 9 / 41 9 . 4 �17'! � 111 � y CP PERMIT SET g m ISSUED 4/24/02 15T AND 2ND FLOOR RIEBE & ASSOCIATES INC MARRIOTT � INNKEEPERS USA 1' � "d I '' " "'i R,I o , , \ J , :j:: " DATE Na. REVISION - BUILDING PLANS RESIDENCE INN ARCHITECTURE • PLANNING '��� tV 302 ROYAL POINCIANA WAY • 2112 116th AVENUE N.E. - SUITE A PALM BEACH, FLORIDA 33480 r.. L= 1. i et �� BELLEVUE, WASHINGTON 98004 " o ' ;('N TULWILA, WASHINGTON PH: (425)451 -4084 FAX: (425)451 -4078 (561)835 - 1800 E.D - nn s Rlebe ARCHITECT / v / / v / v/ FILENAME .dwg / 0201 INKEEPERS IV \ / IL ? e_ V � - .... F TYP. ROOF CONST. a` a c >' �; �- �� " cOC RETE TILE TO MATC,I Ext5T. a:- , , o :/ � , . -- r, I 30• ROOF F T ` r 2b GA GAL 4). ME T L. CHtfF` CAP. 4 T1 r CO 50DER SEAL ALL I EDGES t T1 PJ i' 5:4 ___NF /---3' ►+ ' GABLE END YB T .I s AND Cn In ___— TYP. CORNER TRIM TYP. RAKE GONST. Q o m 1t4 EAC., .LAY \ U .- 26 GA MTL EDGE � Q.t I GONC. TIL E EDC# w ►Z-. 0 a li 14; z U I I? I GUTTER TO w TI . WINDOW TRIM 1.4 H TIP i I ! 9 z m LO P. FASCIA EAD JAI'S I P. I 1 /-4 , m AND SILL 1 I T7 N OR Z )OMT I S SOFA T 1 J 5/44 Pl15HED ALUM. !'(L.TCH EXIST. f11TER CORNERS © � Q SIGN TO MATCH EXISTYa — ESRICK MD. AT DOOR 1 OMIT ON EAST SIDE .t. + TRUSS BiavCs. • I \ — • 1 2x2 PICiCETrS 1 TIP. PERT. JOINT 1 \ g TV I 0 S ICKET s �� TIP. SOFFIT , n 5/4x4 1 5 /4xb 0 �-/J i .nm IP IIIIIIIIIIiiIIIIIilifioill1111111111I! IIIIIIIIIIIIII,IIIIII IIIIIuiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1I11r TIP. BAND II∎1 1 CO EXIST. SPRINKLER CLOSET OMIT SPRINKLER CLOSET I� I 0 �/� Z ON THE EAST ELEVATION +iT i ! bc4� 'u �Im IIII'I' ni 0 1 �, � ' II I ao I T Q OF 5/4x12 BAND [ TOP FLUID. C-4 J N D1 Lo I i i 11 i JOIST B I z N IIIi111111111111111111i1 TYP. ACCENT 51DRJG O -4 - . Ill • `� 'I i w U x „\ i -moo u w = � Cn D g (.n 6 1- 1._ I+ I I ii T. of EXIST SLAB i W N 1 �r~ _J .4 I GRADE I 1 1 1 J w v m :, ■ LA nip. SIDING CON5T. TYP. ACCENT : VII, STUCCO STYLE EXT. GRADE PLTWP. SIDING l' IR IE GTS PL� <I !PAINT TO MATCH EXISTING) Ix2 BATTENS • lb' O.C. WEST SIDE ELEVATION (EAST SIDE OPP. NAND) (PAINT TO MATCH EXISTING) SCALE . I/4" . I' -0" Grir OF ,T„EKV"4U' z Z / lo' -m' / MA 2 9 2102 1-4 z ij J 1 1 , 11"111/111111bIL \ - ._ . ___ _ ____. _____ . 12 ' T SIGN TO MATCH EXIST'G. CIT OF U ILA 1 • IT QN SOUTH SIDE CX I'� TRUSS 8, ' ! --- — MAY - 1 2002 1 — - - - _ - PERMIT CENTER I I lu � 11 SNORT SOFFIT . CD 1 El El EXIST. SPRINKLER CLOSET 1 1 °D O TIP. SOFFIT MIT SPRINKLER CLOSET i LON 1NE SOUTH ELEVATION I I 1�1�� 0 0 TOP OF PLTUA. -� I l l „„„,_,__- I l iP i l l ° JOIST BRNG. — N I.'�I■ ' j ! .., ..,...., I I Y i b tv W c -� w Li , a OF EXIST SLAB I I Y mmilmmils cri - 1 . 1 f n n' S N 1 1 1 1 1 1 1 1 ° e RESIDE SI DING NORTH SIDE ELEVATION (SOUTH SIDE OPP. NAN ) 0 c �•� Q. 4. SCALE • 1/4” ■ I' -0" 1 : W z adriso ) 1 ( a 4 • • ,0 . . 1 • a 0 22. '.2 • I. £ -'\ 1 .:• Gam: �.;�" P!� 1 —' : \ ►'--- ,� RA- • 16' :a 12' Pt.r1p_ T �, P sric su / ! '&.. d TYP RA.. GA GQ=7. 1 GAL la RASING WAD _ , _ ! _ mi_ DINF..E L - • _ Or V N M-- TO sL £OCR n i.E ! , Iota: il caw J 6 _ NOTE 5 ^.B TRF�6 T.eS ElO TG U 1 ell. r- - caw ifT EDGE . / e - �� ors s. o 11LATIGN DAPPLE rSL!:w+ FA5CL1 1R. OF RGIR giir'ED r` '� ) W _ Q IPI4i . 116 I. T6 ° V 04 ( P 16 OL I ® r--5i< < iG !F:a� I9D. I +�' Inn(r!'=— T^.' •-r , ., , , \ , �L 1 ( 1 , W \ / ( . 3- ' DIAME 14 E5 I I ( l 01 BATTENS 2xa5 • Ia' CAC , A ;.' ,' `'"` 9� OCK 1 ` c l I s � �J j IMIIIIIIIIIII / GOITER TIP PREFik51�D R MATCH EXI6TbG rm. 5G° HEAD 1, !2' EXT. PLYLD. /' i co ED I / -V Q .4- 0.> TYP. .- RI r rn � Q M SGD RAIL �� r Z Q SCALE • 314' • 1' - /�. 5!4x1 V4 FASCIA Q ' • �' , � 5/4x i (�,' � �2' cow S�tfP vBdT U 0 ∎ - �" ' � '' o / ��;f� (' I____ la' Ex1 GRADE P_TYD. SOFFIT C14 C4 Z 0 1 i 1 • _ % 1x45. i• OL w II -1 Ln u GABLE . " TRA6 W 2 -- - ING Q1 2 Li 1 SCALE 0 =11/2' in 1E k �� E I J '� 2 5 • Ya' CL. JY / Lc) /� - i► 518' TYPE 7c' GYP. BD. EA 51DE ► TYP 50FFIT Z O m . • - -- E 'p j ' 7,,,. 1■1 c'N,1 �(�(� n Cl 1nn r ,e, j Q BEORIyC+ ;' n .. �� x �n� , , r , , , 1 ai w .I m - I T Y °. RAID I Iv STUDIO UNIT i I ! i OFT UNIT . -- Q W U T Irl• cow. 4LU1 PIPE 2 3,4• TOP CF � Aft 5.M TYP. RAIL 3' -p , 14' ; � . � 51 TYP. RAIL H 3 U!• 'Z' i 1 11�c - Z , � Hi IIN; f Z H 1 - -- i ill — I i - I 1'—'1Z ��� 0 1 Z T W � ��n I ttlir I' -0' 3 'n' 3' -m I/4' y N �} y I , Q. 1 Z In i C _ .. T•_ SIJBFL. ; It, i g i I c_.)1---44 O cVI �° 1 1 1 1 .-, -,,, ',', . ,,, .l1 IS ...Y. ,.,,,- G -71,' •l'.?N�'A "','''.Tx Jo,' , 7",,,' - I II II li 1- 11 _ 1 , ".n-?} ,.'xv?(',nn'y .r q � �. ■•v- nP? "v -"" , {'r' ^�; r 1, n 1 ,r.,_,. \ . , 1 1 ! ► O W o { r - . .. 1 _... — �t.ra 1 nv;.c� ^ 1 1 �`rr , K 1 ► �• � �I 0 0 T� r n. 1, � 1 O �i V . ■ Ill JST BE•' - -- !!111 1 1 i' 1 F _ � 1 ® l 1 1 '' W 16-1 )--1 i� 1 1 r n 1 1 I —. T^ = --- L j ® TYP. RAIL -- T 11 5/44 I� 0 - v 1 D Z Q STUD UNIT _! --- ---- H STUD 10 UNIT _ I I j Li- TYP S' ►0 1 I U - -c u_ s i I EXTEND 2x1'5 - - � / W tD O 1 I ® FROM RAIL ABOVE — . I L 1 © 5/4x4 �I —. w 1-1 N J Fes+- -I I u� . , i 01111171111111111.111.11111111A111 =7. r 1 lili _ __i ..�I�. ,, T. OF EXIST. SL I I1 _i___ MEM 1' , ST�4IR SECTION — — r _____ SCAL 3/4" = I' - 011 BUILDING SECTION 0 E Z F2 0 , z SCALE • 3/8" • I' -D" cP 0 %% SOLID BLK'G W/ 3- 2' DIAM. VENT O ^ _ 110 2 9 2� : BLK . di 14 � 3 t � i � �1 � t• � AP yP1if. CK W IX? r SEE FLASHING DETAILS (� .' TYP. SOFFIT 0 © � F' REFINISHED ALUM DRIP EDGE RI �O T fP. �'EFINISNED AI UN. GUTTER . . ;;;? D TYP. SHORT SOFFIT MATCH R EXISTING i ' Jet HANGER TYPICAL RAIL GIST. � ��� • ..�It t t �itl It t ) c ? t tUItI la � °IliliSC t , IF ' 1 I►�� Illi :- 514x4 ,..Al L:1i I! �� im k \ L —+"'I r Z" i ■� I R I BM / se _ 0 i L �. /4x6 'l STUIO UNIT NOTEI STUB TR _ �• 2x2 BLOCKS • I6 O. C. I1A1GH FASCIA HT. OF ROOF FRAMED U r \ _ 4x10 ' bcC CUT .� / 5/ x 1 V4 FASCIA ilk JOISTS 5 /S' TYPE 'X' GYP. SHEATHING � _ GOVT. VENT SCR • TYP. SNORT SOFFIT fa Q 4x11 STRINGER W/ S ^ 5/4x4 LGPED NU412 MIN (� I4K R TO LANDING BM ® O SCALE =1 I/2" • I' - lii EXTEND 11' / — 1x1 • 5 V2 ' 1 1111111 � I I/1' CONT. ALUM. PIPE CITY OF TUKWILA 2 ea RECEIVED O.C. MAX RA IL • 36' ABOVE 11111111111111 GF ING E �, 1 TR) =ADS 6 II" EA. = b' -5" MAY - 1 2002 / DECK EDGE FLASI / Q Imp- (; IMENTER 5/4 x11 o - war E r T • SUBFL. __ - -- „ HANGERS \i' Ir_: -' l • ■ C , 1 JST. HA )(' • FELT r II � , O O O ,„ „\ x r x, - — ! G o 1 n . A - . N ,► Aa b1d114Tib't (t; ►11111M 7 1AT( 1 r ,,",s . 9q'w ; ' r,gs,. ,1 '` , nor•x,m " I � N C �- •• ._. — tot !d ild)1 R ri x11 fllu _ _ 1 i 1. 1 H / j'-' r JST. BEARING ��i - 1 '/ o I VETITIFI'• • ENp -- IxT! 1 _' • I " •1 OPPY ENT ® �!!! 9 � �, STUIO UNIT 1- 4x10 cv i CCNT STRIP VENT W/ .r v I 6/SCREEN Ixb CUT �� , o 1X3 b b' TYPE 'x' GYP. SHEATHNG I Q al . RE WI Ito 0 1 as C 1!. I�i U O O ill " • I — L3x3xV4 "tU/ CV I 1 1 , 11111111111 `� cn ! I) 3 /8' DIA x 3" LAGS w c • ....j, (Y EACH LEG z I 1 _� t .--1 . : I 0 .. ^ — " - - - - o 04 + a T. OF E 1ST. SLAB -� J � • r -- I .. °r ..:. -, o Z B UILDING SECTION Q STAIR SECTION 8 Q I► �'� °, 1.1.w.ry SCALE • 3/8" . 1'. ru►nw.rwl I:0 C/ � � O MN• M.•nf SCALE • 3/4" . l'-C" • 1• N 7 1 PRI.'DE 3-r .r0.ES AT EIS SOl p - _ MKG MUM TR .66ES __ ^ Vrvr I ST� EXTEND GYP- e- • SAES OF ` = a = DC W RG6ET TO BM O SSA ?►iG I 4 _ 1 ` : _ n I ' L _ A - xv 5:a' TYPE X _ GTp SEAM ON / \ / `� / I \' 1 / \ 77 / ( ( _c_ - M5�L6TIOh 9AfFiE o OC f TRUfxrEb :e FLAT 5 0 ' ' !i ET • 6' OL I i t 1 / c 6��APK / _ ^ _ A J I. F li rLti vim. �- f k RI I RI RI <Ai 111 i L LOFT UNIT � ¢ . - �' 2 : d 3 co • ; � c 0 > 5�1R BOARD b I ' z Q St UPPER M P UPPER 5 l 0 / /-2•J‘S , / z O I TOP LEVEL LEVEL LOFT UNIT / a Zeliw ® LOFT LOF LOFT UNIT 1'-' w Q Q� UNIT UNIT 3 . m• � ; m CLEAR 'l ON 3- BRACKF 4 RETURN EACH END MI � . 1 5/44 srt ADD R -21 m Q ►� ro \ . ►� \ ft 104-4 a i AF'OR BARRI R a. OH WARM SIDE i \ / 2xQ bTRY 4 �� ' 1 V2' HANDRAIL 0•010 11P4 H .�� D. 2x< FiRE BLCCKAYs • �_ ~ "~� �I �� STRINGER i ,�� TO WALL ti 1 2xb 5P ►►~- "Pi x4'5 16' OD W ~ 13 TREADS • • 9 1/4' EA. • • le-0 1/4' , • f ,� ►~ + :n e' TTPE 'X' GYP. • *age ) lJ 2 - LATEI OF S/8' TYPE 'X' �_ ►�_ 9 6D. EA SIDE v� GTP. BD Bd GL A m CANTILEVER �S AT A T H 5/ ii \ OMIT GYP. 6D. UNOGG�IED i l 5PAGE �1 A Z ¢ m CIF - -j -� bc4 al/ ►- co 1 �. I I /! ' RADI III' _.,.__—_1 m , Z N Lo — 0 ST>41R KICK80,4RD DETAIL ` 1� — 1 ,) .1 ' ►r Lil X P■)MI F ... ,,, SCAiE = -0 1 I LOWER y u W 5/4x6 —' ....%1 IM 1 L OUDER J NAND RAIL ONE SIDE d co -�-- le - .. .., 11\N, • I 36 ' ABOVE TREAD NOSING Q �' LOFT UNIT 1 LEVEL w se LEVEL �� STUDIO UNIT 2X4 CUT TO FIT U Lam; 7 LOFT C W LOFT �I ��.• / I " 1- w (.1 UNIT mg UNIT - W H N J 2 FLAT � . - V2' RADIUS I w rib O .C. � CO a e P.T. 4x4 SET ! J \ �m SKIRT BD. Q 5. /4x8 IN CONC. IN i ii 1 2" DIAMETER w. 240 TREAD OPST NOL6E �� y 3' DEEP EA. ft-.. ICI , � = b RISER ill CORNER �_ O 21 SINGERS FURR O UTS B EHIND ► TUBS VARY SEE FL. LOFT UNIT = E- ►--1 CD is 1 /fY TYP. X' GYP. BD. ALL i 3 � � WALL FACES PRIOR T O STAIR \ Q all INSTALATION � J ► 2 ScREEN N 04 En N w -` Vie 1 FWD -n �rS?',��r�;�� i I L \ i , itiiii 1? i BRAWN 1 1 �/] • CANT 2' SCREENED = W lid LA STUDIO STRIP PENT ----, =' W Ott U W ul NIT STUDIO STUDIO STUDIO UNIT UNIT UNf T = j`� +l� 1 STUDIO UNIT STUDIO UNIT �`` a ' K Q ® �Q2 OL ® Mp� 2 � i � t � CITY OF ILA RECEIVED 0 - G - 0's - - MAY - 1 2002 gy PERMIT CENTE k I _ © 0 ... • TTPICAL MECHANICAL H °o EQUIPMENT SCREEN P "� 1– ►+ ' T \: ill > 0, \ , . N . LU w r F ±1 1 i .. . N 7 .__ _ __...... ....... ______ ____ A . gli 0 .7:: c, — A4.2 , 1 . — 1 IQ 0 W END WALL OVERHANG SECTION PARTY WALL SECTION LOFT 5T/41R SECTION - LOFT STAIR SECTION - 10 1 . 4 SCALE • 3/4" • I' -0" BG:+LE • 314" • i' -d" SCALE • 3/4" • I' - " — z SCALE • 3/4 " I' 0 I - WALL ASSEMBLIES ROOF 1 CE IL ING ASSEMBLIES PENETRATION NOTES: MARK DESCRIPTION R S_ R c SPACING TLRA, P I S , 5? ,► FO ? FE, LIWSTS. FIRE SOUND ASSEME .Y MARK DESCRIPTION T FIRE 5011 ,45 $EMBLY RATINCs RATINCs TEST NO. NA�NG OR Als ..oRarf EGG .K SPACNG ANC OR PAT LISTED ARE NMI FCR . ....5'W = RE D _ ' cc L caws ;, -,O,•�b a BEA+�rG a . s 4 „5 RES;$'AtvCE " -SSE` _ .RJR Tc 5 :� . . Ys5 FOR *TORE STRit[£*.T t�I": 6 3... R= ^IE�'S Tli s.TfNG TEST PLO. _ W Z.R OF'Ea - wTt1. +OG'�F..:Rra SEPAR:.'Gk OE 5 PAPER TAPE - COv£ 2. JO 1632 PLYILOOD CR 05B ROOF 5► L CONCRETE THE TO MATG34 DOS• I z ORi - .''JR 'w_?,. PENETR.: T.4ESiE ..AUlb f I -HR RA L C TABLE @ E - NG6 JhbTALLEL PER MANUFAG ,FiE�t5 RFa<.�ET"ETITS. 1-IR NA 030 F�PORT _S 1 ~ ' i ARE R`RO '.O BE °1�'✓TEC'M BY !'�"Cfa..^E F RANG °9ETR:.Ta01. © 1 FiAI..+EADS - EXPOSED OR COVERED JQI.? COMF�OUI�"J. � �'` o J U - 13 =� :�_ i 2 30• ROCF3�G FELT O+ER 2 • (TIINIt ' .T'.iL1G. NO. . _ J FSES E�..� *C 'HE °ENETRA' R:.TlCs iNic faf: WITH JOA1T COTf".Al�'� EXTEROR GLUE, APPLIE.D AT RIGHT ANGLES TO THE TR/E6E5. n �, a Q Q E. ..PT. STEEL OR AP'P ATELT RA w EC'RC 50xE5 �* •r.� � EXCEPT JAR: REGLRE;, FOR SPEGFIC EDC GCNFKsJRA'IOPI FOR T%J'EC Tr�,rA wao•, FASTEN N I+CCOFi; ANCF WT�4 TFE REJIJi$TEN:5 rJF T,� STRUCTURAL NOTES. GYPSUM �GYPSUM YY NOT EicCEE.NG 16 5Q h 4LATH A TOTAL ARE? CF 4 OR RCUNI✓ EDC ti.�.LLBOARp. JOINTS COVED WITH JOFJ' COMP,Jlh� OR lb Q GA FILE MC. FC 5406 W ELECT R(..". 8C5 ►"CT r. G R 1L0 5Q F. FIBER TAPE 4 l31nIT C.OMPGUO. Pfa$ABRiGA ED, ENGrEERED, UKJOD TRtFi5E5. SPACt,', A MAXHJIM OF 24` X. CF A ST:C R 24• � � 0 3. 1x STIOS • 16 ° OC. MAX ' ' 3. ALTERNATE FRAMING 5u6STITUTE 2x2 SPAC�i A ! AXP1?'1 OF 24' X. l I I I 4. R-38 BATT OR BLOWN INSULATION Wr VAPOR BARRIER ON WART S.DEIOMIT OvER 2 NOhBEAttaG .. RK, 5 NOT REa. CABLING PRC'ECTIQI PEI4JETRAT.Ot.S, 4. WALLBOARD - 5!8' CsE PE `X' WALLBOARD LATH BEVELED OR TAPERED ELS. ARE NOT RE3:�T.1E.^ TO 9E PROTECTED. . APPLY EI ?HER VERY CALLY OR H N OR ZOALLY. FASTEN PER THE SHEAR ;:,c, - % A LN4EATEE AREAS) 3. CE lG PENETRATIONS SCHEDULE AT SHEAR WALT LOCATIONS. N NON-Si-EAR �L LOCATIONS, - 5. TLC CATERS 5/8' TYPE 'X' GYPSUM WALLBOAR BASE LAYER APPLIED AT R,Cs -T '' CELPC PENETRAT.OF6 SHALL BE PROTECTED LATH 7SR7UCa, FASTEN I;11TPI 6d WALLBOARD NAILS SPACED 1 OC MAXIMLf1 • FIELD ANGLE TO THE TRUSSES WITH I 114' TYPE 5 OR TYPE W WALLBOARD SCREWS SPACED •Q PENETRATION FiRE5TOP5 JTH A 1 -.R FIRE ATP PSTALL FER L•. 1' OC AT PANEL EDGES. CENTER ',4LLBGARD END JOINTS CN NAILING MEMBERS 24' CC. FACE LAYER APPLIED AT RIGHT ANGLES TO THE TRUSSES AND FASTENED 4i 3 r7 FE E_ CR A€R5 NRio T: �,C ST EECEP S ?l, R JOINTS E4C 4 SIDE. THROUGH BASE LAYER WITH 11/8' LCKs TYPE 5 OR W L:ALLBOARD 5GRE4L5. FADE C/� Q `') FEE_ OR APFROPRJA E ELY RATE. c'LECTRIC E+OXES NOT GREATER THAN iL BE OFFSET FROM BASE LAYER JOi►,'5 B i4' "",\ Z Q G h Ile, 5 A TOTAL AREA OF OPEAiAIGS ?COI ( CEILING S•,ALL Q Q CD NOT EXCEF: i0c 5a N. A00 5Q FT. OF CE.LNG AREA. VI IA 5 L ' �YWOOD SIDING Ti PE PER ELEVATIONS H CD 4. FLOOR PENETRATIONS NOT UYN U'ALLS . EXT i 0 Q 2 i5• BuiLDRvG PAPER EXT ER900R 18-U ?ABLE 1-B ® , • , , • , , , , , , • , , L CONCRETE TILE TO MATCH EXISTING, WALLED PER MANUFACTURER'S REQUIREMENTS. 1-142. NA LOBO REPORT 1. 2. 30' ROOFING FELT OVER I/1` (MINK tl') PLYWOOD ROOF SHEATHING, Z O I in AL_ PTRATS StiAL 000�e BE PROTEGTE,r, U.' Ti4R+ PBETRATION ..-,,.....4,..._ 3. 11" G! PS�l ! SHEATHING THIAiSHEATHING BOARD (DENSE GLASS GOLD). SEE SHEAR L.L. SCHEDULE SCHEDULE CN INTERIOR Il -L3 n y � -- - - / EXTERIOR GLUE. APPLIED IED AT RIGHT P ANGLES TO TF NE MISSES. 056. NO. 1632. w Q 0 �E ION Pf€5TOP5 TC PROvI.E A I RATING K'+ R F 4 T RATING PER nr+c L °«O _ R. STCTURAL DRAWINGS F i$ATHING REQUIREMENTS. �, R, OR ADDITIONAL 5 T' F. NSTRUGTIONS. cF�w ! FASTEN N ACCORDANCE WITH THE REQUIREMENTS OF THE STRUCTURAL NOTES. GYPSUM ASSOC. j a CL 00 1 GA FIL NO. FC 5406 ' r ` ) 4. 2x6 STUDS AT i6• OC MAX 1 3. 2x J015T5(SEE STRJG) 5PAGED a MAxlt'J1 OF 24° OC. w ,J ''' V 5. COMBUSTIBLE FLOOR PENETRATIONS WIN WALLS. 1 LL BE PROTECTED 'u. THROIXs4 PENETRATION PREF - CPS 1HAT / ! 5. R -21 BATT INSULATION WITH X04' POLYETHYLENE FILM VAPOR BARRIER ON WARM SIDE. 1 , 4. R -30 BATT INSULATION W/ VAPOR BARRIER ON UIi4RM 51DEIOMIT OVER I >- I Qv S 'HA PR:MOE A 1 -.1R F- RATING. INSTALL PER MANE. INSTRUICTIONS. = 4. WALLBOARD - 5/8" TYPE X WALLBOARD WITH BEVELED OR TAPE! D EDGES. / \ i UNJaEATED AREAS) Z APPLY EITHER VERTICALLY OR HORIZONTALLY. FASTEN PER SHEAR S•AR WALL 5. TWO LAYERS 5/8' TYPE X' GYPSUM L 1 PSUM WLBOARD. BASE LAYER APPLIED AT RIGHT NOTE THAT C "�UST!SLE PENETRATIONS S.-ALL NCi UDE PLASTIC SCHEDULE AT SHEAR WALL LOCATIONS. IN NON -SHEAR WALT _OCA' OHS, \ \ \ _ LJ / �_ / ANGLE TO THE TRUSSES WITH 1 ?i4' TYPE S OR TYPE W WALLBOARD SCREWS SPACED I".1 B PIPES. ROM WRING, ALl+ta", Tv, TELEP++OPE INTERCOM CABLES. FASTEN WITH bd WALLBOARD NAILS SPACED V OC MAXIMUM • FIE_D 14' OC. FACE LAYER APPLIED AT RIGHT T ANGLES TO THE TRUSSES AND FASTENED 1 M CL AND 1" OC AT PANEL EDGES. CENTER WALLBOARD END JOINTS ON NAILING MEMBERS THROJGH BASE LAYER WITH 1 1/8' LONG TYPE 5 OR W WALLBOARD SCREWS. FACE NOTE THAT NON - COMBUSTIBLE PENETRATIONS GREATER THAN 16 5Q IN. STAGGER JOINTS EACH SIDE. LAYER PINTS SHALL BE OFFSET FROM BASE LAYER JOINTS BY 24" MIN OR 4' NOMINAL PIPE Si-AL:. BE RJSTaL I F AS GOMESUSTIBLE REOIJiRpENTS. NOv- COPIBJST!BLE FLOOR PENETRATIONS SHALL 8E 1 - - \ FILL COMPLETELY U• ROCK SEALANT NOT EXCEEDING 1 /1" N 0 Q Q L NAiLHEADS - COVERED WITH JOINT COMPOUND. T.+ICIQE55 OR DEFT © ` �� 1 -HR MIN. Ic�13o 50 rAMIRAFIRUM116 14S 54 FLOOR / CE IL INCA ASSEMBLIES • WU� 2. JOINTS - COVERED WITH PAPER TAPE AND JOINT COMPO EXCEPT :Li -HERE REQUIRED FOR SPECIFIC EDGE CONFIGURATION. FOR TAPED A RTY ' OR ROUND EDGE WALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR N I .S COMP OR FIBER TAPE 4 JOINT COMPOUND. MARK DE SCRIPTION LNG LENGTH, SPACING AND/OR PATTERNS LISTED ARE MINIhM1 FOR THE LISTED FIRE FIRE SOUND ASSEMBLY RESISTANCE ASSEMBLIES. REFER TO STRUCTURAL DRAWINGS FOR MORE STRINGENT NAILINCs REQUIREMENTS. TINGRATING TEST NO C h z 3. WALLBOARD - 5i8" TYF't 'X' WALLBOARD PAPER OR VINYL SURFACED, LATH 0 !BEVELED OR TAPERED EDGES. APPLY EITHER VERTICALLY OR HORIZONTALLY. �_, •" FASTEN PER THE SHEAR WALL SCHEDULE AT SHEAR WALL LOCATIONS. N NON -SHEAR 0 �. 4 L EXIST. 4" GONG. SLAB • WALL LOCATIONS, FASTEN WITH 15/8" LONG WALLBOARD NAILS SPACED OC -- , �.- ��1�, 2. EXIST. R-10 PERIMETER iNSUL. y Z / ` , /, 1 MAXIMUM IN FIELD AND 1" OC AT PANEL EDGES. lU IEN WALLBOARD IS LESS THAN a 3 . EXIST. 8' GONG STEM WALL 1�- 1�4 I 48' IN WIDTH, WALLBOARD 15 TO BE APPLIED HORIZONTALLY. �' �0B - 4. P.T. 2x8 ATTACH PER STRUG. Z < 1 i 1 � r�aDE (��� B . 4. 2x4 STUD$ A7 16" OG MAX ON SEPARATE PLATES W/ 1" AIR SPACE �� l � ` I Z 0 N 0 5. PRORPIETARY SOUND CONTROL BATT INSULATIONN EACH CAr1 - n w Q CO I 0 6. PROVIDE CONT. STRIP OF MINERAL WOOL FIRE STOPPING ACROSS THE 5 1/2 "' AIR SPACE AT �- a ° - r= J N O7 10 FT. MAX HORIZONTALLY. EXTEND NE FULL HEIGHT OF THE WALL. STAPPLE TO STUDS _ _ s Ib" OC. THROUGH 1/8" GALVD WIRE MESH. PROVIDE EXTRA STUD AT FIRFSTOPPING 1 FLOOR COVERING PER PLAN,1 1/1" (3/4" • LOFT UPPER FL.) PROPRIETARY A GYPSUM FLOOR 1-14R $TC MIN L. ICBO EVALUATION 1--1 a I Z c LOCATIONS AS REQUIRED. 12/ TOPPING 3/4" T4G Ks GDX PLYWOOD OR EQUAL SUBFLOOR LONG DIMENSION OF PANELS (STRENGTH 50 REPORT NO. Fr-C-3433 0 0 AXIS) OF FACE GRAIN OF PLYWOOD TO BE PERPENDICULAR TO JOISTS UJ/ JOINTS STAGGERED. • 1.1 -HR RATED ELECTRIC BOXES. 16 SQ. IN MAX AREA , PROVIDE EXTRA INSULATION IN AIR 1 FL OOR JOISTS /S AT Ib" OC M AX IIG MIN= O IlJ Z Z SPACE BEHIND ALL ELECTRICAL BOXES. ALTERNATE BOXES 24" O.G. EACH SIDE OF WALL. flWA FLOOR CEILINO 3. RESILIENT CHANNELS - FORMED FROM 26 MSG. GALV. STEEL, SPACED 16" OC PERP. w = OUTSIDE 1. 1/1" PLYILD. SIDING PER ELEVATIONS. RESIDE TO MATCH NEW CONST. s 0 TO JOISTS. CHANNELS SECURED TO EACH JOIS WITH TYPE S I I/4" LONG, STEEL Z Q 3 = 0 2. 15• BUILDING PAPER 1 -HR N.A. UBC TABLE 1 -B SCREWS (SPACED U6" OC). CHANNELS OVERLAPPED AT SPLICES 4" MINIMUM. 'Qj � Li.E4 EXTERI00R 18 -1.1 j 1� 1 (-) 4. I- LAZ "ER 5/8" TH LONG DIMENSION PERP TO ICK US FI REC,O DE G GYP WALLBOARD, 4' W IDE SHEETS. WALL U ¢ I sFwr� ss� 3. VERIFY THIS EXISTS 1/1" GYPSUM SHEATHING BOARD. INTERIOR 11 -13 � FURRING OR RESILIENT CHANNELS WITH I" LONG W s W ' ; a INSTALLED 'WITH TYPES SCREWS SPACED 12" OC N THE FIELD AND 8" O.C. AT BUTT JOINTS. PROVIDE TWO 1 D -,-, , -, , -� , _ v . - 0° � , • 4. 2x4 STUDS AT 16" OC MAX. / CHANNELS AT ALL BUTT JOINTS EXTENDING TO THE NEXT JOIST BEYOND THE LONGITUDINAL F ,' 4. WALLBOARD - 5/8" TYPE 'X' WALLBOARD WITH BEVELED OR TAPERED EDGES. ( JOINTS. r , _ N __I ,S R TH G59 COAXIAL CABLE MAX. 8/C SEAL ANNULAR SPACE AT CLG.4 APPLY EITHER VERTICALLY OR HORIZONTALLY. FASTEN PER NE SHEAR WALL 4 3 FMM-i NO. 22 A. TELEPHONE GABLE SUBFLOOR W/ CAULK (RATED s SCHEDULE AT SHEAR WALL LOCATIONS. N NON -SHEAR WALL LOCATIONS, 5. I I/2" THICK 2 I/2" POUNDS PER CUBIC FOOT USG THERMAFIBER FRICTION FIT GATT INSULATION 1--� SUPPORTED BY RESILIENT CHANNELS. r , U � 1 N AZ. m OR MAX AZ. NO. 12 W. CABLE. = TO ASSEMBLY PENETRATED) FASTEN WITH 6d WALLBOARD NAILS SPACED 1" OC MAXIMUM 9 FIELD AS APPROVED BY LOCAL INSIDE CLOSET AND 1" OC AT PANEL EDGES. CENTER WALLBOARD END JOINTS ON NAILING MEMBERS F---I Cr JURISDICTION STAGGER JOINTS EACH SIDE. FIRE TAPE JOINTS AND NAILHEADS. A PROPREETARY TOPPING = GYP -CRETE FLOOR UNDERLAYMENT: MAXXON CORPORATIONS Q 011T51DE G 1. 1/1" FLYUUD. SIDING PER ELEVATIONS 1. ELASTOMERIC COATING SYSTEM INSTALLED FER MANUFACTURER SEE WATER INTRUSION 1 -HR NA GYPSUM ASSOC. }' + , � � , a ' y DETAILS FOR EDGES AND FLASHINGS I -HR NA GYPSUM ASSOC. Es 0 © © o 2. 15• BUILDING PAPER :1';' FILE NO.3640 (F 2. 1/2" SOLID GROSSBANDED ACX PLY SHOP PRIMED FOR ELASTOMERIC OVER 5/8" LONG EDGE GA FILE NO. FC 5420 , �'� 3. 5/8" GYPSUM SHEATHING BOARD. SEE STRUCTURAL DRAWINGS ' ~ T 4 G PLYWOOD SUBFLOOR FASTENED PER SHEAR SCHEDULE. q e 0 STAIR l �� FOR ADDITIONAL SHEATHING REQUIREMENTS. STAIR 4 ' 3. 2x P.T. WOOD JOISTS • 16" OC. MAX. W/ 3- 2" DIAMETER HOLES FOR CROSS VENTILATION • LIVING SECTION VIEW PLAN VIEW C r .2x4 FLAT STUDS AT 16" OC MAX � OOR ¢w O UNIT SIDE. OUTSIDE ���"'JJJ 4. 5/8" TYPE 'X' GYPSUM SOFFIT BOARD. F IRE STOP PENETRATION © L I/1" GYPSUM SHEATHING BOARD. SEE STRUCTURAL DRAWINGS SOFFIT BOARD INSTALLED WITH LONG DIMENSION PERP TO JOISTS WITH 6d COATED NAILS, Z RATED FLOOR/rEIL�NG ATTIC ® O ATTIC _ 2 1FOR FLAT ADDITIONAL NAL `v l OC MAX INF AII ' BETWEEN TRUSS CHORDS. NON -RATED NA NA_ - y =.: y ,y . 'y _ :. a 5. I/1 STUCCO HARDBOARD INSTALLED PER MANE. INSTRUCTIONS. o Scale: 1 �y " • I' -0 PLASTIC PIPE THROUGH w Z oRaFTarOI" ► 6. PROVIDE CONTINUOUS 1 1/1" WIDE SCREENED VENT PERPENDICULAR TO JOISTS FOR FULL WIDTH j = ATTIC b O F DECK PROVIDE 3 -1" HOLES, 1 OPP. END OF VENT, IN JOIST FOR VENTILATION. IX 3 � - Air L A/4J Z . SEE DETAIL ft 41 I. PRECAST CONCRETE CLOSED RISER STAIR TREAD I -NR NA UBG 605.42 � A Q SEAL ANNULAR SPACE AT 2. 4x12 PRESSURE TREATED STRINGER EACH SIDE. J cil SUBFLOOR W/ CAULK (RATED T YpK4L STAIR Q 4 ~ I = TO ASSEMBLY PENETRATED) a5 3. STL. ANGLE SUPPLIED BY TREAD MANF. INSTALL PER MANUFACTURES REC.OMENDATIONS. APPROVED BY LOCAL JURISDICTION ATTACHMENT TO STAIR STRINGER PER MANF. RECOMENDATIONS TO WITHSTAND MINIMUM w Q ° 100 LB. LIVE LOAD. ry IBS" TAPPED J -BEND 4. FACE OF CONCRETE FOUNDATION OR STUD. W C5 -21 PS •1513 FLOOR / CEILING ASSEMBLY: SEE TABLE I - j I© 0 }� 1. FLOOR COVERING PER PLAN, 3/4" GYPSUM FLOOR TOPPING, 5/8" T 4 G I -HR NA. ICBO EVALUATION / 0 FIRE STOPPING P I V T AT I ON 1x • 24" OC. MAX WASHER BOX PLAN VIEW 5/8" TYPE 'X' GWB CDX PLYWOOD OR EQUAL SUBFLOOR LONG DIMENSION OF PANELS (STRENGTH AXIS) OF FACE REPORT NO. PFC -3433 GRAIN OF PLYWOOD TC BE PERPENDICULAR TO JOISTS W/ JOINTS STAGGERED. i PLASTIC PIPE THROUGH RATED FLOOR/CEILING 2x4 BLOCKING Tr Car 1 o ! 1. FL OOR JOISTS PE S TRUG . AT I6" OC M AX 5Cle: 1 y ° • I' 0 4 ROOR' � L � ' 3 1- LAYER 5i8" THICK USG FICOE C GYPUM WALLOA, 4' WIE SHEETS. WALLOARD 5 ... INSTALLED WITH LONG DIMENSION PERP TO FUING OR REILIENT CHANNELS WITH I" LONG di WASHER BOX TYPES SCREWS SPACED 12" OC IN THE FIELD AND 8" O.C. AT BUTT JOINT. PROVIE TWO L1 ' ' S/8" TYPE 'X' GIJOIN�TNELS AT ALL BUTT JOINTS EXTENDING TO THE NEXT JOIST BEYOND THE LONGITUDINAL 3 ts) ' S/8" TYPE 'X' GWB D. t 2x4 BLOCKING R_... t Q I. FLOOR COVERING PER PLAN, 1 1/2 (3/4" • LOFT UPPER FL.) GYPSUM FLOOR TOPPING, 5/8 T 4 G CDX PLYWOOD OR EQUAL SUBFLOOR LONG DIMENSION OF PANELS (STRENGTH AXIS) OF FACE 1-HR NA. ICBO EVALUATION , 5 Scale. 1�2 - I -0 UJ�51 -DER SOX 1 FURRED CE IL INCA �SEGTION VIEW T OUR ® E PERPENDICULAR TO JOISTS W/ JOINTS STAGGERED. GRAIN of PLYWOOD 70 B - to S FLOOR OSCALE: I I/2 "•I' -0" TYPICAL FLOOR OVERILANG ��� Q LOFT 2. TJI JOISTS AT 16" OC MAX REPORT NO. PFC 3433 , 3. 1- LAYER 5/8 THICK USG FIRECODE C GYPSUM WALLBOARD, 4 WIDE SHEETS. WALLBOARD RECEIVED : i i'uIL r= _ ,- , -, }i , ._ NSTALLED WITH LG DIMENSION PERP TO FUING OR RESILIENT CHANN LS WITH 1" LONG ITV OF TUKWILA TYPES SCREWS SPACED 12" OC IN THE FIELD AND 8" O.C. AT BUTT JOINTS. PROVIDE TWO SEAL AULAR SPACE AT CHANNELS AT ALL BUTT JOINTS EXTNING TO THE NEXT JOIST BEYOD THE LTUDINAL MAY - 1 2002 JOINT. FLDOR W/ CAULK (RAT4. Ill" STUCCO HADBOAD INSTALLED PER MANF. INTCTIONS. PERMIT CENTEP = TO ASSEMBLY PENETRATED) AS (\ ° DEC APPROVED BY LOCAL JURISDICTIO DUCT S 0F tfE STOPPING PENETRATION ; • , , : ; ; ; , 5. PROVIDE CONTINUOUS 1 I!1" WIDE SCREENED VENT PERPENDICULAR TO JOISTS FOR FULL WIDTH ° o FAN OF K PROVIDE 3 -1" HOLES, • OPP. END OF VENT, IN JOIST FOR VENTILATION. - 5ca le: Illy" . I'.0 PLASTIC PIPE THROUGH RATED FLOOR/CEILING L (� N Lii V / W N CEILING TYP. 1 -NR WALL ASSEMBLY > ° I/2" GYP. O. S1 }- 5/e" TYPE 'X' GY 13 Q4RD JK iq TUB SEALANT Cad d & ;14 4 . FLOOR SOLID BLOCKING EXTEND I - HR ASSEMBLY � . - . - , • , • , -. BEHIND ENCLOSURE 9 242 a CR V , TO FLR/CLG ASSEMBLY MQY 2 -.,..6.) a_ g ,-, O N (1) TUB /5NOWER ENCLOSURE '"�K °`� Q � j cn I ( 1 ( . w a SEAL ANNULA SPACE AT CLG.t 3/4" CDX PLYWD. Z - 5UBFL W/ CAULK (RATED " Li) . TO A55EM13LY PENETRATED) A5 TYP. I -HR FLR/CLG BELOW ENCLOSURE a BY LOC JURISDICTION ASSEMBLY o 1 r - ' A CEILING / ,f - EXHAUST FAN SOLID BLOCKING BEYOND ___ -" 5/8" TYPE 'X' GYPSUM BOARD °' 1 A ,.,1 Z.>" MIN. CLEARANCES FOR FAN ARE SUBFLOOR i' • I D TO BE PER MANUFACTURERS LISTINGS. w z IRE STOPPING PENETRATION CE IL ING FAN EDGE z Scale: I!" : 1' -0 PLASTIC PIE THROUGH RATED FLOOR/CEILING ® ® TU/SOUJER `$'CALF: 1 I/2 ":I' -0" - U- r r 1 1 41 1 0 AND RE AT TO - 1r 11114Ptel—} l� l�6T:..` ?.: !A - / ,,- ' /- Y �4* T li1C><J5 N . EXTE■o .4-e FL SNING 2' M!1 Yi4�:. 5•EA'.Ks PER AAGI . / c/: i 1:-] U f 1 S£ .n ! OA 9cdK5 DDE / SINGE FAS4CFL FRCP' SO..CS'1 - 3' 1"N "!J'! AB�I£ MDOt .E,{ +T �BRdG Sil 1 S`R �C ^JQA� DRI�JtC� c: 3 -LC W f ; !� 9li ?!ia•O 'OR OF iKJOE: R..WCf S CS. 4i.1 GOfdf OdER aiS 4BRlCA1� /..-' - +' /' • Pv£!Z :P A' G m1.41-11• N / IDES :FRS EXTRA DE4: .,- •SL' APP REXS.I S61.1 FL.YS P4a © - - �Y ?' WE SErF ADrES. E RAE P A.S....6 T P MO 114501 O A AT 6Ga[S OE G' AL GET h G/ ( �_ !: / 21 RUtS F:ST@ • ''.• / ! c / / I r aDAr�o► Jt r �/ ` TOP OF 5i.1 FLAS►WCa lNt1L '� A.LOV4NCF5 FOR JO INSTALL STAc1 1 % / NOT FASTE tJt1TIL AFTER / / I a APER NSTALLATIOh } / i/ FLAS•ENG 2• / I I MOTQj: Q I J _ / / / ` ` / RA FL EJOBLE 5L P-A,Sa / `` / FOR -IIERc EJ r T' W/ 00 II ,.., ,,. 7 /, + `, • ' � Ov£RC70F FOLD 6(�i FLAS..IrG PH r Q PI 51734 NSTALLATION / WALL wINDO. NTO / / i % w �"' Lc) (hCT SHOJI FOR CLCLARITY) • ATTAC.+ WIrD PER MANUFAGTIRER$ %' �� // - / / ThEEN SNG / 0 APPL Y b' ace SELF AES'vE REaAREP ENT°_ C-0 DATiONS PVIDE GAP BE Loom Loom FFRAME PER wwa' FLExE a a5♦+H j ip r fr Q 4 MANUFA�'TtFERS RECiJIRE*ENTS -/' FRAME AT 5111 / /� -TYPICAL EACH 50E. O Ws-- / a• M Z E m 4111 1 RECCNT E?DAT10N5. PRDviDE j PL EXTBvION - No FA$Tz1ER5 UOUb BEAD OF SEALANT - GO'iTN / IN EXTENSION UNITIL AFTER WEATHER BE - • lkEEN SONG EDGE ll O C J Rum • 51Li. AND JAMBS, NDT • HEAD / BARRIER twSTALiATrGN • N--1 re) CL I 4T-ER BARRIER I-1 ,4D FL4SHING WINDOW INSTALL JA B FLASHING PRE F45RIC4TED SILL FLASHING SILL FLa5NING NTS NTS OPEN I I WALL ASSEMBLY AND 51- IEATHING OvER ANGLE FL _1 PER ASSEMBLY SGEEDULE TI P. ' I : d II WATER INTRUSION NOTES SIDING PER ELEVATIONS TYP. F TYP. DECK INSTALL PER MAN. ' 1 0 WINDOW - SEE FLASHING NOTES WATER INTRUSION NOTES ~ CONST. T. 1 4 f R E 1'TS i RECOh41ENDATIONS i N — 1 PRIOR TO CONSTRICTION TFf CONTRACTOR SHALL PFLOVIDE SHOP DRAWP�iB OF . 1 WEATHER BARRIER SYSTEM � �/ O F'R�ABRD+ FLASH345 FOR ALL CONNECTION cONDTI0NL5 N THE wEAT1ER RESISTANT T ,, ` L ALL PENETRATIONS IN THE WEATHER RESI STANT BARRIER SHALL INSTALL PER DETAIL •4 •.• '7 INTERIOR BARRIER FOR REVIEW BY THE ARCHITECT. FAILURE TO OBTAN AN APPROVED SET OF DETAIL �•J g 0 SHOP DRA INGS SHALL RELIEVE THE ARCHITECT OF ANY AND ALL LIABILITY REGARDING ALL Z } BE FLASHED AND SEALED TO PREVENT WATER INTRUSION. = I FINISH PER DECK CONSTRUCTION AND WEATHER RESISTANT BARRIER FLASHING CONDITIONS. SEE FLASHING H �, OWNER DETAILS AND NOTES THAT ILLUSTRATE TEE DESIGN INTENT OF THESE DRAWINGS. Z - z; , _, `_ SET 4)(6 ALE COWER PLASHING 2. NE DETAILS ILLUSTRATE NE DESIGN INT=NT OF KNOWN CONDITIONS. ALL JOINTS TO OCCUR �? T ~� Z ANY PENETRATIONS, MATERIAL CHANGES OR ~ ¢ CO Milli TlGHT TO DECK ?RIM BOARD AND ON STUD SEALANT 1 1 2. IT 15 '� TEE INTENT THESE DRAW345 TO ILLUSTRATE THE MNB'1l1 REGIUIREMBdTS. MORE V 1 EXTERIOR SHEATHING. BTh'. OF FLASHING JOINT CONDITIONS WHERE THE BACKER ROD �� �� ' r , �' I O ILLUSTRA B7 THESE DRAWINCsS SHALL BE BROUGHT STRNGENT INSTRUCTIONS REniIRED BYMAN.FACTIRE5, SUPPLIERS OR INSTALLERS TO .MANTAN F+i Q DESIGN INTENT IS NOT r CO I � TO LAP OVER BUILDING PAPER AND 111 SEE WATER INTRUSION NOTES _ GAURANTEES OR WARRANTEES SHALL BE COMPLETELY FOLLOLLED. EXTEND BEYOND TRIM BOARD TO NE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO INSULATION. Z — CE lil s � OF THE WEATHER RESISTANT BARRIER ( .— .I J C/'1 �. ExiEND To FA OF F'EPENETRATION TRATION ` O I 3HE AT RESISTANT BARRIER 15 TO BE INSTALLED IN CONFORMANCE WITH CHAPTER 14 OF �/1 ' © N ST A LL DECK EDGE FLASHING ! eu LDMG CODE. � LL jr.,;:-.3:-..;,,,,,T* / L r OVER ANGLE FLASHING PER DETAIL ® 3. ALL FLASHINGS SHALL BE PREFABRICATED FROM 26 GA. GALYD. SHEET W � � M---i Z � r r -E 0 ME TAL . ALL JOINTS SHALL BE LAPPED TO SHED WATER ALL CORNERS 4. ALL R ' - -1 W D. TRIM SEE ELEY. ! W1�OW6 AND SLIDING GLASS DOORS SHALL BE PRE MANIFACTURED VINYL UNITS. ALL • O v ' '1,1.; ; INSTALL DECK CORNER FLASHING 12 AND JOINTS TO BE SOLDERED AND CAULKED JITH SU?Y SE ALANT —'Q FOR SIZE O ! COIN ALL ETELY INSTRUCTiOvS AND REGOMI ¢NDATIONS OF THE MANiFACTURER SHALL BE W CO 6" ,,,- y y 4, { ; SOLDER ALL CORNERS r ;.,� ASI;!t AND DECK TO OBTAIN A PERMANENT WATERPROOF BARRIER PRINTABLE SEALANT j SI V cormLETF.IT FOLLaED. O z ¢ ZE • BUM SEALANT " EDGE FLASHING SET PLYWD. ON CON i i j • 5. ALL SEALANTS USED SHALL BE CO - , , W H L� 4. ALL FLASHINGS SHALL BE INTEGRATED INTO THE DATER RESISTANT BARRIER �- MPATIBLE WITH, AND APPROVED BY, THE MANUFACTURES Q W = F R INS O INSTALL WALL DECK FLASHING PER BE S EALANT WEATHER BARRIER SYSTEM to i OF ALL MATERIALS AND PRODUCTS TO WHIGS ?HESS SEALANTS ARE APPLIED. THE v 1 AND INSTALLED TO SHEp WATER MAINTAINING A CONTINUOUS BARRIER AGAINST INSTALL PER DETAIL •4 ? LY CONTRACTOR SHALL BE TOTAL RESPONSIBLE FOR THE APPROPRIATE SELECTION OF THE Q4 I S Q p , E p BOARD--/ DETAIL R ! 6, TRIM I - ) AND II !NOT SHOWN FOR WATER INTRUSION TOP AND SIDES OF FLASHINC4S SHALL TO BE INSTALLED 1 ? e qN OVID 6 " I CLARITY BELOW BUILDINTG PAPER BOTTOM OF FLASHINGS SHALL BE INSTALLED ABOVE WEATHER BARRIER SYSTEM PROPER TYPE OF SEALANT FOR THE INTENDED USE. F�' 0 SHNG_E LAP BUILDING PAPER OVER BUILDING PAPER UNLESS SOLDERED AND SEALED, ALL VERTICAL JOINTS SHALL BE I PER DETAIL •4 b. ALL SEALANTS SHALL BE P15TALLED N ACCORDANCE WIN MANUFACTURER'S INSTRUCTIONS U LL j �r E DECK CORNER FLASHING (NOT SHOWN FOR A MINIMUM OF 6 ,ALL HORIZONTAL JOINTS SHALL BE A MINUM OF 2 . ' - SIDING PER ELEVATION .- I AND RECOMENDATIONS. MANE RECOM / W C.75 �r PENETiZ4T I ON CLARITY) PANE SA d Z INSTALL PER MAN. 0 ROUND E coRNER L SPACING -JZ REQh1'T9 /RECOMMENDATIONS E- r- W N ePCK SEALANT � WALL ASSEMBLY AND SHEATHING � ' QT Of TUK � w m•� ~ N W � PER ASSEMBLY SCHEDULE RPPF � :� F-+- -i ALL JOINTS TO OCCUR 0 w ( -) N CO t "P 6" ON STUD r z . yT SOLDER ALL CORNERS M Z 9 Z� �"' � •,,,, 410 BUTYLSEALANT CAULK W/ SOLDER CORNER �� SIDI JOINT DETAILS UJIN SILL DETAIL � � L__ ' '� - 2042 - VINYL -'ND AND CAULK W/ SCALE: 3 • I -0 . Mrti_± SCALE: 3 " ■I' -0" w r 1id.!i 7 r BUTYL SEALANT , { WALL ASSEMBLY AND SHEATHING y F' PER APPLICABLE DETAILS �� /1 y r`� EXTEND SIDE WALL, FLASHING: 2" BEYOND CORNER TRIM ,'r o �s"r b x ; x . SIDING PER ELEVATION '� ' . Iiihililihiht.''''',(,‘ ';, - VINYL CORNER TRIM INSTALL PER MAN WALL ASSEM ANp SHEATHING < � `�� s rY+, RECaM'TS t RECOMMENDATIONS PER APPLICABLE DETAILS • • � _'' r •'s SIDE WALL FLASHINb -SEE DETAIL 5 r - 6 , WEATHER BARRIER SYSTEM , SLOG GL. DR p � y � > , >a `� s INSTALL PER DETAIL •4 Z z ', SWING pR SIMIL E" N--I ; . , ``: - ';'1 , ' , ,, , 4.;,,, _ M R U C k j SEE DETAIL •4 WINDOW HEA FLAHH' C, •. - - - r < ,�, F•, .k S HI SEE WATER INT RUSION NOTES [--� Z 6" f t �EgTe w W * " , s i It E S$ HOLD TRIM 3/4" OFF D ECK SURFACE 16 GA,GAL PREFAB' ATED SLIDING GLA' 5 DO OR O < r � � N IN — — — U Li) j � . ° � . ° �C C FLASHING D PAN ® SET IN SWING DOOR = IMILAR N� ¢ �� o � p S 1 N G 26 GA GALv H SEALANT SE DOOR SIL IN TWO � SEE WATER 1 RUSION 1:4 f - N HEAD OF TIN • S SEALANT NOTES WEATHER pEN 6" TALL SILL RASHINYi NE g T� INC FLASHING -PRIME 4 I! _' ti BARRIER SYSTEM / A WIDT.� Lay PAINT TO MATCH I I PER DETAIL 4 RECTaUGU �4R PENETRATION SILL AND CORNER TRIM �S \1114 1 ! FI 'S HED 4 = ' P / F:°R �7 r: � - W ® guJINDOLU -' ■ ` j "� - Ivry i � � �� � DECK EDGE FL ASHING PER DETAIL •8 1 L�'� - SLOPS I/4" ' R Ft C �` �, "� s� 1 i� W v 3• BEHIND T A!�iE ' tr `- DECK STRUCTURE ri. i (- � I — - _ z T` -T� : r T 1 rt - .V8' DECK TRIM BOARD II �- r' - , —� f = ii'! INTERI _,�� 1 IM >� U; FINISH PER h c b v4' * : �� SOLDER ALL CORNERS ELEVATION (� WD TRIM SEE ELEY OWNER V v SEALANT / SEALANT 4 SOLDER ALL CORNERS FOR SIZE r---= SEE WATER INTRUSION NOTES tI� .1 .4ND CAULK w: Q BACKER ROD m 151TYL SEALANT AND EDGES CAULK W/ SEALANT 4 — _ ,+ TYL SEAL BACKER ROp N PER MANP T INSTRJGTIONS 4;4 `� 3 ✓�"r SEE WATER INTRUSION NOTES u1 ' \ A • p '" Y , NG — U A ND RECOMENDATIONS WALL AND SHEATHING CONST PE R SWING SLIDI DOOR GLASS SIMILDOOR AR Q $ " DETAILS WD. TRIM SEE ELEV. s/ FOR SIZE 0 : 1 5G1) / UJINDOUJ HEAD 5G1) SILL DETAIL FOR JAM DETAIL SCALE: 3 H.I.-°" - 2046 - VINY - W D :dw 6 S CA LE: 3 " =I' -0" -2045 d SCALE: 3 "■I' -0" Z ® l'9 - 2044 - VI NYL -WD w • i :I:::::::L 1 WEATHER BARRIER SYSTEM ��' WALL ASSEMBLY AND SHEATHI 8 1 2" PER APPLICABLE DETAILS i vINYL CORNER TRIM SIDING PER PLANS I SIDING PER ELEVATION LL °o f DECK 3/4 P 2 OOR PAN 2 PECK CORNER � NOTCH TRIM AROUND FLASHING HOLD UP FROM DEK S " I R TU D " ,r 26 GA GALV. FLASHING LAP OVER HEAD FLASHING 1.' WEATHER BARRIER SYSTEM CITY OF TU �yI!- /•. ® 3x3 ✓ DECK TRIM AND AJONING WALL EMBED IN TWO BEADS OF SEALANT TO MAY — 1 BLOCK OUT OR EXTEND SIDING o SHEATHING ARE FLUSH S HEATHING WEATHER BARRIER TO OVERLAP BEHIND TRI 26 GA GALY FLASHING OVERLAP 1 SOLDER FLASHING SOLDER ALL LAP AND CORNER I o ALL JOINTS. CO I — COWERS, INTERSECTIONS AND ADD I/1" FOR EA STORY PERMIT CE T =R SOLDER ALL CORNERS PENETRATIONS TO BE SEALED W/ PREMANIFACTURED JOINTS. (SEE PRE FAFRICATED FLASHING 1 JO DET AILS 11) A ABOVE GREATER THAN I AND JONTB CAULK 41/ FLASNIN , — Y,S PER DETAIL 12 H (NJ 8 BUTYL SEALANT , . ZZ SOLDER ALL CORNERS I ; DADO FLOOR Sl TG TO AGDCEPT FLASHING III ' ~ N j AND JOINTS CAULK LLV ib I INSTALL ELASTOMERIC COATING TO NOT ALLOW ELASTOMERIC DECK COATING GA GALV HEAD —mi (.1) W v BUTYL SEALANT U ' MI 8, ANY STANDING WATER ON DECK SURFACE \ ---26, 1 INSTALL PER MANUFACTURER'S REGN"I'TS FLASHING -PRIME 1 i r 3 VS AND RECO MMENDATIONS PAINT TO MATCH ' '' " EXTE UP FLASHING 1" MIN. BLDG ! r _ >` �f BEND FLASHING 4 ' AROIND CORNER F a4r SIDE WALL FLASH INSTA OVER i , — K 6 • ?t- r DECKNIALL OFFSET Q6 ' �, -- _. - - -- N . ilk z EDGE FLASHING 1 EXT3ND 1" BEYOND ' ' a = y , ; 15 LESS THAN 6' CORNER TRIM BOARD -`- cr) I : '! SOLDER CORNER DECK CONST - ` ` - h ._. AND CAULK W/ 4 • PER PLAN 6. BUTYL BEALANt • , • — DECK EDGE FLASHING \ EXT TRIM: KERF B SLOPE / w SEE WATER INTRUSION NOTES w TOP, PRIME ALL SIDES ' EXTEND SIDING FROM BELOW Y • 12 td ,..,i SHEATHING • DECK CORNER @OUTSIDE CORNER INSIDE CORNER PLAN / TRIM BD 3" MIN I., A 12 PER ELEY SEALANT I N DECK TRIM AND AJOINING WALL SEE WATER o 1 o INSIDE CORER DECK FLS� 1 G 6 HOUSE INTRUSION NOTES / � 8EE W ATER INTRUSION A ND F LASHING NOTES (/J • i e YPIC,4L PRE-MANUFACTURED 1=L�451�ING DETAILS 10 CO �' • I' > > SCALE: , "•1'-42," I RNER Q, DECK EDGE FLASHING WALL/DECK �45N x E DECK FLASNING3 -VINYL dull `G/ SCALE: 3 " :I' 2'" DECK- FLA;Ht1NG2 SCALE: j " ■f'_ " L IN� 1""10RIz• tRIM FLASHING DtL, • 0 DECK - FLASH ING1 dIUg SCALE: 3 ■1 -0 -2078 Aug . • 1 - • 4 ,t, • FINISH F� __� _ _ .mac ;NF L -5 "'Q�C.' • e► -P.asa a f±! HEDULE ' SC - _ I' w'EFc:� "..'EIFaAL FIN 5H "r4 �R:-:` F!!�t'S.• "':+► F +SN . cam MATER .� , _ TER [] ❑ ❑ ❑ ❑ 0 Cl ❑ QJ E nocAL I f , I J t; i I TT tiAiFp "'t "� : nu@ 1 > cv I I . r— - \� I c U , V ! f • _ 1 . • o ff `����((���� V ., c. § 1 mATER AL W X ,, W� t) cr 1 LI 4 U — Eill ,----7- 21. = 2 - m La It _ 1 ►- I r PE 2 C.OLINIST i PMEL i NpE 3 GOI. TYPE 4 TYPE 5 GOLltbT p b RA15ED X ‘ kt W I Z Q T7Pf I 6-PANEL co,....„ T +1EL WIENS TO MATCH CALL b - � i PAWL (M.4TQ+ EX36T?Ca) ;zoom 0 0 —� of;u , > N , tea 1 >� >� z, �— = }- • 1 • • • T • 1 • ` • • ENTRT THRESHOLD IK� :,--- W _ n - o0 LIVING KITCHEN • ! • • • • I • • • • • 7 • I 1 • • • 1 • 1 VINYL WALL Co>/ERitG • SCI T5. Ac 4LL AND Q x > Q al I 3 ►► _ • i 1 WALL ADJACENT TO RANGE. PLAIN =°L -1 DOOR � 1 W J Q W est f` Jz a v � u U Z Q Q� DRrSSING • • • • I • • • M -a COUNTERTOP FL7ZR BY OutER `' UJ f !— Q u W t2 1 Q Q t UJINDO SCHEDULE 3 SEE BUILDING PLANS FOR SCHEDULE BUILDQJG FLANS FOR U Q ~ T Wa ( / � Z O I . 6 . ;2 , 00 BATH 1 • . • • • 1 • ■ • • -4 COUNTERTOP RAN. BY OJNER LOCATION u �� MECH. CLOSET • I M LOCATION U W E -i >- a I • • • • • • 1 • VINYL • L PER FLOORS ONLY V Z --t w / F--. J IN f I CONCRETE AT GROUND FLOOR F!RE Q w W U O F+I O li icon BEDROOM • I LABEL SIZE (ROUGH OPE1viNCs) TYPE GL U -YALJE REMARKS LABEL TYPE SIZE RATING MAT'L CORE FRAME w U O > i Q W [L = II - V 6'- m'xa'-m' SLIDER VINYL L CLR/CI 48 AO 6 3'- D`xb'-8' 3i4-�R MET WIL 3/444R. RATS D • • • • • • < Q C LOFT BEDROOM • i ' 1 • • • • • CD I • • M COUNTERTOP FURN. BY OWtiER O W 2'- 0'x5' -m' FIX VINYL CLR/GLR AS BO '•4 6-8 MZ WOOD X t1D. • I 2'' m LOFT DRESSING • • • • i • • I • ' • I cv ' b'- m`>.b' -8' SLID1•6 GLA55 DOOR Yin CLR/CLR 50 50E17 GLASS C0 1 2' NR WOOD 5C IC. B Q a. LOFT BATH I • _ • • 1 • • • • • f • • M 1 CLOSET (TYP) • • 1 • • • • 1 • • - WINDOW NOTES: O I 2 NR L PROVIDE MME. INSECT SCREEN FOR EACH MOVEABLE GLAZED SASH. ® 2 5' - 0'x6 - 8' NR WOOD NC GYP. CASED INTERIOR STAIRS • j • • • • I • • ' • 1. ALL WINDOW AND SLIDING GLASS FRAMES TO BE BRONZE EXT. /UA•IITE NT. 3. WINDOW AND SLIDING GLASS DOORS MA. NtFACTURE TO 3E STYLELNE SERIES AS MME. BY MILGARD. O 5 2 - 2'•0•46' - 8• Nq 11.00D 41C UP. FINISH NOTES G 3 3' 0`x6' - 8' N WOO H C GYP. 1 SAND, STAN AND F'OLYURATHANE TO MATCH EXISTING CASED • 1. PAINT ON GRILLS, ACCESS PANELS ULVO KNOCKDOWN TEXTURE, AND DOORS ® 2 1 5' - m..6' - NR WOOD He GYP. CASED O 4 2-2'-0x6'-8' NR PLTYD. WC GYP_ CASED V O I 2'-4'x6' -8' NR WOOD SC 1D. - Z O U) Z INTERIOR ELEVATION NOTES L 2 4'- m•xb' -8• NR W000 GTP.CA W Z 1 DOOR NOTES: n 02 ' Q 1. SEE PROJECT MANUAL FOR ITEMS PURRISHED BY OWNER AND INSTALLED L EXTERIOR DOORS - 13/4' NICK± —4 C 4 -- BY CONTRACTOR NTERIOR DOORS - 13/8" THICK " t-i a I z N �IUB. — 2. INSTALL TOILET PAPER HOLDER AT CENTER OF WATER CLOSET BOWL. 1 • DOOR KNOCKER AND VIEWPORT • T�4 AFF. v 3. U -VALUE + 20 OR BETTER 3. INSTALL ROBE HOOK SHALL BE CENTERED ON BACK OF ALL BATH DOORS AT ' -6" AFF 4. UNIT EXIT DOORS SHALL HAVE DOUBLE CYLINDER LOCKS (48' AFF. MAX) AND SHALL BE OPERABLE FROM THE O W z Z 5. AT ' -6" AFF INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH UBC SEC. 10043 EXCEPTION 2. cr w M /� -SET QUARRI / TILE SURROUND w...0 W/ Z (n .\--- I 1l li SAE. G lt To , ! ! I Q Q B _ L 0 1 CITY OF TUKWILA Oki w g WPFDVE.D _ HEML F— — TRIM TYP. � . MAY 2 9 ?Ja2 w N v 5' LIGHT TRACK p41 � i)\ 1�.; al I CD r , N CD 4 - LIND FIXTURES W 36' HEMLOCK \ P!` r)7i�tr �r•y �"� 7` WIDE ZERO - CLEARANCE TRIM (TYPE I MIN. A , MTL. FIREPLACE STUDIO 5 LIVING AREA �GlUB. SOFFIT CATHEDRAL CEILING SCALE: 3/8" • 1' - 0' 2 / COVERING VINYL WALL LIGHT VALANCE SNU1R HEAP • b' -9" AFf it - I, CLEAR GY P. TO GYP. YMYL WALL COV. W/FLUR FIXTURE OUER ROD • SHWR HEAD • 6' -9" AFF + 6' F J SFIOUIER ROD • SHUJR HEAD • • 6 - AFF ��� FILLER / LIGHT VALANCE b'_6• AFF YMYL WALL SHOVER ROD • J 2 - b' Y' -m' 3' m' 2' b' I _ ` � VINYL WALL S4 b' 6' AFF / Z 7 W/FLUR FIXTURE \ VINYL WALL COV. LIGHT VALANCE f / E., ~ 51IOWER ROD 1'" W/FLUR FIXTURE \ E •'I W z CEILING • FURREp \ \ �\ O V a co, Bart Rome � ' Iv � SI ✓ • 7 A6 Epp 3 — _ _ o W • 60 � x3AS$ 24AR � � TOWEL PLATE R CS T MIRROR • 6m' AFF ---''11' — �' � / I, \---"j5. � \ � � _ � � \ / \ 1--'1 J 4' �� LADDER PRE FORMED COUNTERTOP LADDER TEI ER THIN -SET QUARRY — � / R 1i ~ LADD 2x8 SOLI BLOCKING PRE - FORMED COUNTERTOP t SPLASH W/ INTEGRAL PRE FORMED COUNTERTOP TILE SURROUND \ z? W 1 � GRAB BAR FOR GRAB BAR UV 3 - t 5PLA5H W/ INTEGRAL ---1 CULTURED SOUL "' t SP LASH W/ INTEGRAL SPACSAVER MICROWAVE VINYL WALL "' ry REF. W 16c1 NAIL$ EACH SIDE ! FGLASS TUB !� CULTURED BOWL CULTURED m �' —�V F+ I' A� to MIDPO�N1 i MARBLE TUB �l p,� [ MA TUB 5 DISH SKIRT TO MATCH —/ _ I — ■_ ENCLOSURE c ENCLOSURE c 1 i \ I L�1♦� CABINETS I EDGE " ' . EDGE SKIRT TO MATCH - J 3� � � :o � CABINET$ I � EDGE — KNEE- SPACE --� t1 lC. _ •T E FL TUB N ►= - ETEELETUB TWEE -SPACE _ ENAMELED — 71 RATE (OPEN) IU.C _ (OPEN) —'�� �.C. _ -T EFL TUB HEMLOCK a, �� , II r TRIM ITYP� J HEMLOCK ` CERAMIC \ I I __ - �'� \ / ■ TUB ALCOVE RA. • TRIM (TYR) TILE BASE I - • TED _CERAMIC Q TED • TRIM (TY �- HEMLOCK CERAMIC r` "� VARIES SEE TUB RO. REG7D. I,_m �' / OOR TILE BASE P TILE BASE ' ri LOOR � ) 36 I LoOR " WIDE ZERO A - CLERANCE J7FR$CER4TO \ FLOOR PLAN / . 1 V4' FOR GYP. BD. 2-2 V4' 2-0' e' R 2-10 VP 24 5/8' ' 2 II I MM / I-0" 2-0 2•1 V4` /!' 2-2 V4• 2•0' D R ,� ' I I- 11 8' -b 3/4' NET / / / , / / 3'•0 V4' II l' -0' > / FILLER 511WC W/ i w A I ' / / W/FPIISNED END DISPOSAL D E RECEIVED - -.1 8 TI-I © STUDIO 8 1:34T I / DRESSING •/ \ LOFT IST LEVEL B,4T�1 LOFT 8,4T1 -I / DRESSING ^LOFT LIVING ,4 LOFT KITCHEN CITY OF TUKWILA w SCALE: 3/8" • I' -0" SCALE 3/8" • I' -0" " SCALE: 3/8" • I' -0' / l AREA EN I SCALE: 3/8" • I' -0 " l'-0" 1 MAY -12 SCALE: 3/8 s I' -0 SCALE: 3/8 " PERMIT CENTER FURR - DOUN SEE FLOOR PLAN . VINYL WALL COV. SHWR HEAD • b' -9" AFF / II' -I' CLEAR GYP. TO GYP. V 6 YMYL WALL GOY. BFIOQER Roc • RECESSED LIGHT FILLER fIX1URE5 ' - LIGHT VALANCE VINYL WALL COVERING ' o /FLUR FIXTURE ° SHOWER ROD /FA v1�1 L WALL COVE NG ~ —�GWB. SOFFIT OVER o v - / W VINYL WALL - \ CAbI?�Ts COVERING ' ,. \ \ L---- 6 ° 24' TEL BAR ° � • bm• AFF —� PLATE A88 , � - G � H � ` � \ to ., ENCLOSURE MIRROR SKIRT TO MATCH ELECT. U 4LL �` \ o CABPETB g cg IIM TOUL COVER TO ' \ ■ 4' 2x8 SOLI BL.00ICING PRE- FORMED T T LADDER THIN -SET QUARRY MATCH WALL / �. cv FOR GRAB BAR WV 3 - COW ER OP TILE SIIRRDLND = FINISH • ■ I V2'x30' G RAB - Ibd NAILS EACH SIDE Ba ASH LW INTEGRAL CULTURED B $ Cr � D GL. 0 �' -V� WAL �'ACSAVER MICROWAVE \ t ° AFF TO MIDPOINT 31 - i $ + l ENCLOSURE B _ I r \ 1 i ill WIWI W . • • - •. EDG , "', HEMLOCK " ' E.. F. o ' • Q TRIM (TM (L ENAME ED - / AN o ,� 1 � I �- STEEL TUB HEMLOCK' EMLOCK "' L J E immialt mom TRIM TYP. \ / W , ___ _______ ___ Q BA1H STUD Of�i'G. • TILE BASE RATED CERAMIC \ i z 2' -0' 2' - T/ 8' (OPEN) D 36" WIDE ZERO - CLEARANCE 7 -- — ' I �� I + I V4' FOR GiR BD. / -2 l/8' NET -3 /4" J , i MIN. 3 _0 I X u RNIC,E SnIC 3'-0' DA$E ISMUa6F1ER SPACE o 3/4" NET _ I to A I X Q / , / 0 NE T I-0 FILLER B ABE R UNFINISHED END r I A 13ATI -I STUDIO 4 11 DRESSING STUDIO Q A 5ATI -4 STUD I O A STUDIO A LIVING AREA ,4 O b' .� SCALE: 3/8" I' -0' SCALE: 318' . 1' -0" / � KI TCI -IE A STUDIO KITCHENS O� aTUCI . , 6CALE. 3/8 • I.0 $GALE: 3/8' + I' -0' � W SCALE: 3/8' . I' -0" 1 ! SCALE: 3/8" • I' -0" a i .. \� 1 4 , ,. 0 NORK AN 4 fry . I� � NOT!S 1 Cr) ( The Wc' iorw9 app : ies oNine shore, othw Else or. ate Carle. - - CO r h I I O w 1 EXisTt!iG SL.Od © - - L ■ J ILL Q N 1. ALL MA'ERAeLS AND �UHIP DESIGN, AND GAISTRaGT10►+ SHALL. COMFORMr TO THE I GTLIDS, PLATES AND MlSG LI•W4■ TRAP tale )51° y I a0 - -.V o or - K DI4V4R16 • x'BGInG�►T1fl1ey. '1! ~oar DuHLD+Nb GODS..'' E677n044). DOLIiL/3 FR In 1711 « re+ FIR ST AND TRADE 1 ' ? ? I 1 2. mist. GRIT�:A TOP AND BOTTOM PLATES AT BEANO* WALL'S D04iLA6 FR NO, OR HO (FIR GONSTRUC'HON TRADE. I I ` ctd �t �Y N ROOF _•VE LOA .- -- •SF BOLTED SILOS. Lepasts AND PLATES DO USLAS FIR STANDARD ORADE. FLOOR _VIE LOAD 40 e'Sr .'b r6 STUDS AID PLANES DoueLAls FIR oR HQ'1 mot N os (STUD G RADE) I - - - L _- ( 1 I I X LL Y ip FLOOR .. V ^ 'D E :.DA so rep 22 )- TA LAMINATED BIERS STALL BE FABRGATED M GONF L OID4ANGE MRTM uD. STANDARDS NO. 25-10 AND 25-11. EACH I� 1 EN SHAD BE DEAR AN AMC. DTIFICATION NARK ANC SHA BE I 1 1 '® 0 ' STAIR 1 GORR.`DOII ,.NE LOAD 100 PSF AGGOMPANED BY AN AITG GEITIFICATIONi OF coteoRm we ALL SIMPLE SPAN DEANS SHALL BE O O C) Cy) pOU6LA6 F COMBINATION 24F -V4, Abe 2400 PSI. Pry. * G 5 PSI. ALL GIJNTI 0L. BEADS SMALL BE O I N 1. UHI� lIGA mews NA1NIsHED BY PP6R[ pOUeLAb FIR GOIBIIAT1oN 24F -VS, RN 2400 PSI, F., 165 PSI. AM�RI ALL L 6t:LAN ROOF BEMIS Cil . ExPOS1RIE 'D' TO 2000 RADIUS LACES! OTHERWISE SHOWN ON M LA NS. 0Y P 1 NEW CX THIENED SLAB EDGE 0 CD 8O M!►4 IN MD tt E'AIR*Ht3JAKE ZONE 3 1 1 I O u C� 12' WIDE (YIN) 0" DEEP L9/ (2) •4 0 Lt j A_Lo,% a_f `�- 0000 PsF NATURAL SOILS OR COMPACTED) r4T1 RE∎O NO. NO1 - 126. I ( L- - T OP 4 (TYPICAL) •%•• V � see PLANS PLANS Fon so ADCOMMA_ LOADING COMMA_ 25. LAMMAM, VENlOI L SMALL DE PABRIGATED IN CON ANGE m BEAR AN IDe1 SIG AU. MARK. L SEAMS SHALL BE WESTERN SPECIES, I F- ID 5. s 1 136 -,Q E SMALL DE USED M GONiRNGTGN WITH( ARGMITEGT1etAL DRAWINGS FOR GRADE 111E. 51 E, Max Fb■ 2600 , FMr. P 288 P51. (7 1, BDING GONSTIOIGTION- CONTRACTOR SHALL VOUPY DIMENNONS AND CONDITIONS FOR I 11 c..........,.,„ AND SHALL NOTIFY Tic ARC.MTCGT ANO STRUCTURAL ENGINEER OP ANY DISGREPANGl� PRIOR TO GOMRUG ME STTION SO MAY MAKE PROPER REvEioN5 To THE WORK. 24. p�A1 , E L , , 132,98 . Ze SHALL BE FAd11GATED IN GON FOIOMANGE WRH REPORT NO. NER -2•42. � j 4, j g IgSNKl VERIFY ALL ExNSTN6 DIMENSIONSS, 419191161 SIZES. AND CONDITIONS PRIOR TO EACH MOVER SHALL BEAR AN IDENTlfIGATION MARK. ALL !CAMS SHALL DE DOUGLAS MR GRADE � GOM HE ICING ANY WORK. ALL DIMENSIONS OP EXISTING CONSTRUCTION e.NOWw ON M DRAMRPNGS 2DE, Pb. 2400 PSI PV. 210 P5 ?. , T T 1 i a ARE IN*F ' .117E AS 6LADELINES ONLY ANC MUST SE VERIFIED. �- S. CONTRACTOR SHALL PROVIDE T94pti7' RARY !RAGING 4PC SHORING FOR THE STRUCTURE AND 25 IPABRIGATED OPEN 1 WOOD TR SEES (OR COMBINATION POOP NV METAL) SHALL BE STRRLTURA_ COMPONENTS Lm_ ALL FINAL GOIRCCTIONS MANE BEAN COMPLETED IN ACCORDANCE Demmer; En' THE M/WFAGTUREII FOR THE SPANS ANN! CONDITIONS sHlorvr+ OW TIE PLANS AID SHALL I MTH THE P_AVS. BE FURNISHED AND INSTALLED IN COPNFORMANCE WRTH TIC MANUFACTURERS PUBLISHED SPECIFICATIONS. ALL H42GE99ARY BRACING, BRID6NING. BLOC-KRIS, PRE - NOTCHED PLATES ETC I 1 "x8 rHIICaCENED SLAB - 6. s=?7TO -J R � SHALL BE RESPON51&LE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METH'10D HIA 5, SLL. SE THE DETAILED AND FURNISHED BY THE MANUFACTURER Tec.....E SEC UENCES AND PROCEDURES TO PERFORM HIS WORK. ( A' D ) SUBMIT SHOP DRAWINGS AND DE'S16N CALCULATIONS (COMPLETE WITH STRESS DIA SRAMt5) TO THE 7. GONTRAG INITIATED GIANGES SHALL $E SUBMITTED IN WRfTTNG TO THE ARCHITECT AND THE ARGMITEGr Amo me STRUCTURAL DOREEN FOR REVIEYV TWO PEEKS PRIOR TO FABRICATION. I I I STRUCTURAL EN61H8`R FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION CHANGES SHOW 1 ON SHOP DRAM40469 GAILY MULL NOT SATISFY THE RELIUNREMENIT DE' 6N suemiTTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL EN61NEER. STATE OF D 1 45. DRAWIINGS :NDIGATE GENERAL AND TYPICAL DETAILS OP CONSTRUCTION. WERE Gown-note ARE WASHINGTON. NOT xEGIeIGALLY INDICATED BUT ARE OP SIMILAR GHIARNGTt•Jl - 0 DETAILS SHOWN SIMILAR 1 I Q - 'DETAIL OF CONSTRRUJGTIOM SHALL BE USED, SUBJECT � EH TO REVIEW AND APPROVAL BY THE ARCHITECT tAHT AND TE BRID MPORARY GING. AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH AND STRUCTURAL EMSINBR MANUFACTURER'S SPECIFICATIONS. Cr 24'x11" Ti- IICKENED S LAB .1. ALL STRUCTURAL SYSTEMS WHICH ARE TO DE COMPOSE) OF COMPONENTS TO Se FIELD ERECTED I - SHALL BE SUPERvISED SY THE SUPPLIER DURING W MAFhGTURING, DELIVERY, HANDLING, STORAGE N (ASSUMED) AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 26• PLYWOOD SHEATHING SMALL BE GRADE C-17 EXTERIOR 6U. OR 5TR0)GTUR LU AL II, EXTERIOR GE IN J I i 1� CONFORMANCONFORMANCE YMTH USE. STANDARD HID. 25-9 ORIENTED STRAND BOARD OF eQUNALENT �_ L 10. kICIE ^_ad.wtaSS FOR EQ STRUCTURAL ST., GENIE! LAMINATED MEMBERS, OPEN /1155 WOOD TRUSSES, THICK NESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS AND PLYWOOD WEB JOISTS SHALL BE SUBMIT1E!D TO THE ARCHITECT AND STRUCTURAL E Ni&INEER FOR FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIRE3'ENTS. 1 REVIEW Trio WEEKS PRIOR TO FABRICATION OF THftE ITEMS L_ II. •THIN + pFrlFIN DIMENSIONS AND QUANTITIES ARE NOT RE BY THE 19 OF _ RECORD, AND THEREFORE MJ■T BE VERIFIED 13Y THE C.ONTRAG-01t CONTRACTOR SHALL REVIEW ALL PLYWOOD PLATES AND SLOGKINI6 IN DIRECT CONTACT WTH CONCRETE OR MIA9pNARY'SH4Al.L BE - - ( \ VERIFY EXISTING 18 x18 °x8' (MN) FTG- AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUB .PJ1 MISSIONS SHALL INCLUDE A RA TED WI /NI AJN. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT I I - - - - - - - - 0 (ASSUMED) (2 Loc CTIONS) ONE REPRODUCIBLE AND COPY: REPRODUCIBLE WILL BE MARKED AND 1RETURNED. IMPREGNATED BUILDING PAPER BET►"�N UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR I 'SP DRNAINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE MASONARY. J 'PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERST.ANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS 28 TIMBER C.OM LL EGTOR5 G AED ET OJT !Y LETTERS AND NJNBERS SHALL. BE "LUMBER- GOMEGTORS• By UNDERSTANDING BY INDICATING MNICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY USN. COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G III 44-1. EQUIVALENT DEVICES BY OTHER � 1' I 1 DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE IC 30 APPROVAL FOR EQUAL OR NA DISCREPANCIES, OR CONFLICTS BETY�4 SHOP DRAWING SUBMITTALS AND THE CONTRACT GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY I I I I I al DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE MANJFAGTUICR. GO* CTOR9 SHALL BE INSTA IJ D IN ACCORDANCE WITH THE MANUFACTURERS t / I I I I F PROCESSED SY M ENGINEER, TINE DESIGN DRAWNINSS AND SPEGIFIGATONS SHALL CONTROL AND R1■LOMMENNDATIONS. WERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLAGE ON HALF OF THE W . I X J SHALL SE • D ' NAILS OR BOLTS IN EACH MEMBER ALL BOLTS IN mop MEMBERS SHALL CONFORM TO A5TM A301. _, W SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, ANC EXTERIOR CLADDING SHALL PROVIDE MASHERS UNDER THE HEAPS AND TUTS OF ALL. BOLTS AND LAG. SCREWS WARNS ON YNOOD 4X 0 9 INCLUDE E THE DESIGNING PROFESSIONAL ENGIICE 'S STAMP, STATE or WASHINGTON, AND SHALL BE NOTED OTHERWISE, ALL NAILS SHALL '.!E COMMON. ALL SHIMS SHALL. BE SEASONED AND 1 .APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW 6•r T'• ENGINEER OF RECORD DRIED AND THE 5AME 6T1ADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE 1YP 9 i - re FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT MISTER i9 RESPONSIBLE FOR CONNECTED TO FLUSH BEAMS WITH U' sate., JOIST HANGERS. ALL DOUBLE JOIST SEAMS SHALL DE CODE CONFORMANCE AN ALL PECI°SSARY GOMECTOINS NOT SPECIFICALLY CALLED CUT ON GONNEGTTp TO FLUSH BEAMS WITH U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE I .ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND CONVECTED TO FLUSH BEAMS WITH U' SERIES HANGERS. j DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATION SHALL BE MADE � R 'O' I AVAIL*DLE UPON REQUEST. I I fi � ` GEOrEGHNIGAL 1 -� -I L I 2 ILI 9. ALL WOOD FRAMING DETAILS -THE FOLLOWING APPLY UNLESS OSHOWN THERWISE S ON THE PLANS. + - - - - 12. FOUNDATION NOTES, rSUB6RADE PREPARATION INIGWDING DRAINAGE, EXCAVATION, COMPACTION, 1 FILLING REIMENTS, SHAL CNOM STRITLY WITH RECOMEATIONS GIVN IN THE SOILS RPORT OR AS DICTED BY THE SOILS BiGINeER. POOTIN65 SHALL SEAR ON SOLD UNDISTRUBED A MINM HALG REQLARENMENTS, ULESS OTRWISE NOT, MINIMUM NAILING SHALL BE IN EATH (CONTO, COMACTED STUCTAL. FILL OR BOTH) AT LEST kV BLOW LOWT ACCANE WITH TABLE 2-11-1 OF TIE UNIFOM BUILDING CE. • ADJANT FINIHD LADE. FOOTING DEPTHS/I.LNATION9 SHOWN oN PL APF.� (oR IN DTAIL )ART 24 "x12" T1- IICKENED SLAB Ill 111.. MINIMUM AND FOR 6UIDANIGE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST SE E9TADLI9HIED L I (ASSUMED) EXISTING 4" BY THE CONTRACTOR IN THE FIELD WIORKIHVG WITH THE TESTING LAB AND SOILS ENGINEER BAGKFILL B. AT SAW( TIMBER JOIST AREAS PROVIDE GRD55- B b c RID61N6 AT ' -0' o . MAXIMAL. SPACING, AND I :(l` �ER,STTWICKENED SLAB EDGE Q BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND P SUBSURFACE PROVIDE FOR SSURFACE SOLID BLOCKING AT SEARING POINTS. PROVIDE POUBL.L JOISTS UNDER ALL PARTITIONS. PROVIDE CONC. SLAB 12" WIDE (MIN) 8" DEEP W/ (2) '4 DRAINAGE As NOTED IN THE SOILS REPORT. DOUBLE JOISTS EACH SE OF OPENINGS UNLESS DETAILED OTHER/VISE (ASSUMED) 1 51 ) ID TOP 4 BTT1 (TYPICAL) ALLOY4ADLE 901E PRESAURe - ._.._ 2000 PSF 1 I I I O ItO CONCRETE 1 1 1 G , PROVIDE IDOBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE 1 13. CONCRETE SHALL ATTAIN A 26 DAY STRENN6TH OF P. 2100 P51 AND MIX SHALL CONTAIN NOT L ESS JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH 510E OF ALL OPENINGS IN D FLOORS AND SIZE AND D 1 L I Sl LESS DETAILED OTHERWISE. I THAN S SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK S gIZE LOCATION OF ALL O WITH ARCHITECTURAL AND MEGHANIGAL T� P OF CEMENT. 1 ib "x8" TI IICKENED SLAB I DRAWINGS. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAP/ED WITH AN AIR - ENTRAINING. AGENT CONFORMING TO USE. THE AMOUNT SMALL BE 456 + Is BY VOLUME. 1- a , 14, REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT 5U SEARING WALLS NOT DETAILED OTHERWISE. GRADE 60, } ■ D . T 2x10 HEADERS OVER AMID DOUBLE STUDS Ea EACH SIDE OF ALL OPENINGS IN STNS! L (ASSUMED) yy 1- Z 60;000 P51. EXCEPTION, COLUMN TIES, BEAM STIRRUPS, BARS TO DE FEIL.D BENT, BARS TO BE , < <y YEI�CD AND ANY OTTER LLY BARS 9PEGIFIGA 90 NOTED ON M DRAMUN G G5 SHALL BE RADE 40 P 1 - i_ - - f - I f1 40A00 P51 REIPFORGIN6 COMPLYING WITH ASTM Abls (51) MAY SE MELDED ONLY IF MATERIAL E E OGKIN WNING G FOR MOOD GO AN IPIB D M,LT STUD POSTS THROUGH FLOORS TO D - Q lV■ RTY REPORTS INDICAING Gem WITH YLDINLFW PROEDES SECIIED IN AWS. DI.4 . AE SUMITTED. NO REIORGING LU SHAL. SHAL. DE P TT UNLESS SPECIICLY SO W 0 ELDED E MSH SHAL CONFOM TO ASTM A -I5. PRESTRESSING STRANDS SHALL BE 1/2" ROUND 270 KSI SEVEN WIRE UNCOATED STRESS RELIEVED F. WIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. ft ft A -1,7 4 STRAND GON`ORMIN6 ASTM A-415 (770 K51). NEW 4" SLAB "� Q I 1 1 liK 5. REINFORCING STEEL SHALL Be DETAILED (INCLUDING NOOKS AND sews ) IN ACCORDANCE WITH ACI 6• TOEPWL JOISTS TO SUPPORTS WITH 2 -16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 518-150 AND 318-03. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2' -0" MIN). IN LENGTH �-- b' -0 ' TO SUPPORTS WITH U3.P. K5T24 STRAP EACH END. PROVIDE CORNIER BARS AT ALL WALL INTERSECTIONS. LAP COPPER $AR5 30 BAR DIAMETERS � © I I (2' -0' MIN). LAP ADJEGENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF b') AT SIDES 2 0 4 (17 El 61M, AND ENDS. IV, ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH US.P. I NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD SENT UNLESS ir SCIRIN.3 METAL J019T HANGERS TO SUIT TIC JOIST SIZE. SPECIFICALLY so DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NEW THICKENED SLAB EDGE yy �l� 16. PROTeGTION (COVER) FOR REINFORGIN6 STEEL SHALL DE As FOLLOWS, AT '"ALL MANN, ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS • 16" o.c. 12" WIDE (MIN) 8" DEEP W/ (2) •d 1 SIN ( S�" FOOTIP165 AND OTHER UNFORMED SURFACES, EARTH PAGE 3, AT INTERIOR WALLS AND 2x6 STUDS • Ib' o.c. AT EXTERIOR WALLS I TOP t BTT1 CTYPIGAL) P`0 FORMED RFACES EXPOSED TO EARTH (e. WAILS BELOW GROUND) OR WEATHER' BARS oR D I L Mby 2 9 2n't SU LARGER) 2' .J. NOTATIONS ON DRAWINGS RELATING TO FRAMING GUNS, JOIST HANGERS, AND OTHER CONNECTING (UPS BARS OR SMALLER) ...... 1 1/2" oevice9 REFER: To CATALOG AMBERS OF CONNECTORS MANUFACTURED BY USA. CONNECTORS, A - - COLUMN TIES OR SPIRAL AND BEAM STIRRUPS _ _ . I I/2' 1 1 - `� U tU \ --I GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALENT Devices BY OTHER MANUFACTURES N0 �e -`-� SLABS AND Y4ALL5 (INTERIOR PAGE) 3/4, MAY BE SUBSTITUTED. PROVIDED THEY HAVE IGBO APPROVAL FOR EQUAL LOAD CAPACITIES. - .),7 CAST -IN -PLACE CONCRETE, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS ANA DIMENSIONS DRA AND SLOG ND WIND Y4 sC O eNI EO I M ALL CON TPDNINGS tSEE MECHANIC BONG A. RA MI SCE SIZE K. iw iviouAL mF BFR9 Or GUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 1641 NAILS • b - I D 1 I I ^ I2" 0.4. STAGGERED. I £ XIS TING SLAB `y I ARCHITECTURAL DRAWINGS FOR ALL 6ROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, (_ J L- - - TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN- PLACE AND PRECAST. L ALL WOOD STUDS WALLS SHALL HAVE LOWER Y4000 PLATE ATTACHED TO WOOD FRAMING BELOW( WTH Ibd NAILS • 12' ot. 9TAQ UNLESS SHOWN OTHERWISE. NV PLACZP I. NONEHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER XISTING 8" CONE. RECEIVED TURER AND SHALL DE MIXED NEW IS�x�B jx 8 " B CONC. STEM WALL w/ IN STRICT AGGORDANGE WITH M MANUFACTURES PUBLISHED RECOMMENDATIONS. • M, ALL WOOD FIW MIING DETAll9 NOT SHOWN OTHERWISE SHALL BE CONSTRUCTP.D TO MINIMUM CITY OF TUKWILA STANDARDS OF T UNIFORM BULDING CODE. IbxB" CONE. PTG. TIE Ib. 6 sPEGIFI N C� l STEEL _ FOUR THE DESIbNI FABRICATION, GT EREGTIOhI Of STRUCTURAL STEEL BUN. DINGS', MAY - 1 2002 LATEST EDITION PLUS ALL ReretteNCE9 CODES. N. PLYWOOD HOOF AND fLOC 3PEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL !e LAID UP WITH FADE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH ad NAILS • 6" o.c. TO FRAMED PANEL PF_RMIT CENTER EDGES AND ovem STUD WALLS SHOWN ON PLANS AND • 12" oc. (10'o4. AT FLOORS TO INTERMEDIATE i.e WTRUCTIJRAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM ADS, . 36 SUPPORTS. PROVIDE APPROVED ELISE CLIPS • 16'o.c. AT UNBLOCKED ROOF SHEATHING EDGES. KSI STEEL. PIPE SHALL CONFORM TO ASTM A TYPE E, OR 9, SRAM 6, Py• 35 K51 STRUG PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOGGN6 TO SUPPORTS WITH • TUBING SHALL CONFORM TO ASTM AS0O, • 46 KSM BOLTS SHALL CONFORM TO ASTM AS01 I6d NAILS • 12' oz. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. EXPANSION SHALL Be "PARADOLT" OR ATROVeL7 EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MAUFACTUREySS PUBLISHED RECOMMENDATION O. PROVIDe 2- 2x6 HEADERS OVER AND DOODLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS A/► 1 rV1 I� � � APR 2 5 2002 20 ALL WELDING SHALL BE IN CONFORMANCE WITH A,I.S. AND A. 4.5. STANDARDS AND SHALL DE NOT DETAILED OTHERWISE. ATTACH WITH U.P LUMBER CONVECTORS' P.C. POST GAPS OR EQUAL. 1 1 \A V Ki �D ^ 1 �' �i� �� dt PERPOR ED BY WAS.O. CERTIFIED PELOERS USING E7OXX ELETRODES. ONLY PREQUALIPIED MELDS I �� C WI L (AS DEFINED BY ANUS,) SHALL DE USED. WELDING OF *RADE 40 REINFORCING BARS (IF REQUIRED) WIND AND SEISMIC SHALL DE PERFORMED USING E70xx ELETRODES. WELDING WITHIN 4" OF GOLD SEWS IN SCALE: 1 /4".I' -®" r • ` ° ONl Y REIN}'ORGIN6 STEEL Is NOT PERMITTED. SCE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OP PLYWOOD WAIL SHEATHING SHALL HAVE SOLID !LOCKING AT ALL EDGES. WELDED BARS. �� vA:;: / ` WOOD �,LC �; Project G Q. ALL 00D STUD WALLS SHALL HAVE LOVER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW f INNKEEPERS 1.420D WALLS 21. [RAN R ING L.UeER SHALL DE KILN DRIED OR MG-I9, AND &RAPED AND MARKED IN ONFORMANC YNFHNOVINAAL.s AT 6" o.c. ST fE1B H�1l R SWITH 5/8' DIAMETER ANCHOR mil ` 1, a ITN LULLS. STANDARD *RAPING RULES FOR PEST COAST LUMBER NO. 16, LATEST EDITION. Y N. FURNISH BOLTS • 4' -0' 04. UNLESS SHO OTHERWISE. >� TO THE FOLLOWING MINIMUM STANDARDS JOISTS (2x MEMBERS) HEM FIRS NO.2 PLYWOOD NAILING, (USE UNLESS GRE spec ED) ATER NAILING Is DETAILED OR UPI � (�f�, (( FILE NUMBER REAMS AND STRINGERS DOLUdLAS FIR NO2 , I J c 1' L,µ = , i ' �.• DRAWN 0v � `` ,;,` POSTS AND TIMBERS DOUGLAS FIR 140.1 Od 1 b' OG. AT SHEET DEGREES 1 .: 2i15C ` t.0 /(U^ ,1 1'. A` RdE I �+rS Fir-0 ,'" F . _ ":';';',11 03 Dote - - 4/21/02 FOUNDATION NOTES: Sheet 1. VERIFY ALL DIMENSIONS PER ARCHITECTURAL DRA1IPIGS. • 2. NOTPY ARCHITECT 4 STRUCTURAL ENGINEER OF ANY DISCREPANCIES. S. INDICATES NEW MTT28B PER DETAIL DS. 4. VERIFY ALL EXISTING CONDITIONS PRIOR TO COIMENCMG CONSTRUCTION, b. SEE SHEAR WALL SPACING FOR ANCHOR BOLTS OR EXPANSION BOLT SPACING 50.1 :-•--. • ad - , ` ... . . 1 0 • $ M I 9, IP 1` 19 Cg H41 I r (D) lid • Ib• O.G. 4 CO' J ( 3/1'0%1 LAG SCREW C N r- �— - - - - J ! I� _ _—+ • 1 �►' o t. (TYPIC 1 • 1 � v 1 %IQi . �p r - ` 1 I �� �� i �p = 4- F j Y ru I � ; r 1 - r - T - r , 1 I . W ;JJJIJI; ' i p_ , ..- - ® ! , j _ (3) I bd • Ib" O.C. • 0 ' co I / (1) 3/13'•x4' • [b' O LAG SCREW M CN 1 0.C. (TYPICAL) . Q 0,EL I co . . ,_ - - - -- - - -- I I _ _ A r T.,_ 3 1/8 k9' 3 I /8 "x9` _ I e I I ! f • I if , , , , ti ,I 0 , ' --I m �� I 4 1 a i ' �� h� O I ■ fi D r e - L 1 11-.17— 1 1 i 1 Z2 , tt 0 i k . 1 —"--i.-:!1' A , a n o s 11 n 11 DBL J5T < I I: Q I Q If � I n i Q I I 1 I 1 FIll -4 I ,. R -- g &' I j 435 CIPS Te I + I SI ` - POST/BM E } 1 r 1 CTYPJ ii---11‘ Ala , i i L___________., J j ..- , I 1 Ai a- z 2 SI -co" y Gil 4 1 inn.. . , X435 CLIPS p I POST/BP1 - J � I I I (TYP) ��� �J 1 g ... 1 0 v 1 < �g ' 9 U L DBL JST 1 ______,, 0 , z 0 - 1.1 eke ,, , _ 1U LU r o .,==== €11 o , a nz ,s. . _ ir„„D 1 , , ...x, _ 11 . AMINE _ r N c- i s —f I • j � A � y G ry 1 - - - - T ' :. - 3 I/8 "x9'_ 3 I/8 "x9_ j ! ;i ; i j : - - I I a di � FL 1 Ot I L 1 ..., 1 (3) Ibd • lb" O.C. _ 0 1 4x10 2 _ _ (I) 3/8 "0x4" L I�Cs SCREW ! (- i (TYPICAL) 1 ( 0 1 I I I I I 1 LL_LJL I I 2 1 � I I ' i t ,� - L _____L-----,----11-----11--11,-- I Ll 1 I T - I _ C I J ( 3) I bd • lb" O .C. 4 ! II I I 1 � 1 ( (I) 3/8 "0x4" LAG SCREW 1 I D I 1 Q /\ I (TYPICAL) �y � L J ® � P ‘,,,, e Tv, • Cei. TOP 18 6PLICE Z\ 0r tRVV 0 RECEIVED 01 Z 9 lta CITY OF TUKWILA . `�-U MAY - 1 2002 r_, ✓ J'' PERMIT CENTER 5 MAIN FLOOR SEAM 1 5I- �EAR�JALL PLAN UPPER FLOOR FRAMING PLAN SCALE: I/4'•I' -0' SCALE: I/4 ".I' -0" APR 2 5 2002 • W1 � AND ONLMI -C Project INNKEEPERS MAIN FLOOR NOTES: �pF �tiA `� FILE NUMBER I. A OIDICATI^S SI4EARIUALL PER SHEARUALL SCHEDULE CH SHEET 62 2. ALL SEAMS 1 HEADERS SHALL DE 4x10 DR•2 (UN.OJ r.T �� 02 -016 a. ALSO SEE SHEET 21, 62, S3 DRAWEN BY RISE Dote 4/21/02 p 2175 �� f e �9.� / �iltiT[;K , ' ` \`> [ �7r `•,, EXPIRES 5124/* 3 � Sheet 6 0 .2 102,..i/g, _" r .. .., .. . , , . 1 r 0 1 01 11 0 q N 1' c 1 - 1 1 7.7 _ i 0. _ -a-; CI) c1/ v __, �; =W Y 1 1 0 m o DU 05 F il 0 _ M� 0 in W v V Q / F-- 1 ...�� k - '..."4 I _ J — j U T i 1 F © r .4, L - - - _1 ,.t..,, , , i i it-K1C "� �� (2J 2x10 I • - I 1 =...........0 ' F I i � 9 9 - - - -� ! H Gy p 0 /3\ , ` \ S J N N I 1 D1 ' — DBI. 210 1 , : 1 .‘!".1.1 J \l () 2x10 s l ® M \ , , ( F FUC y 3J 2x10 .y�L i � ' DBL 2x10 s1 TYP.i _ � --4T h�V D _ / , x 2 L _i 4 F I 'S , I v 9 i <,` ,,,,of' 7: 1 i r2� 2x1 ti • ' ' k..) R -1 0_ 2 , r - - - 0 _I • LU 0 Q 2_,,. Z Or L- _ L,.... - r E - - - -, � - .=-1 L 1 - 4 1.L - ca _ o 1 tY A\ A d 1 1[Y o V —4 - •I < - 1 z O r C D I __I 2 J.,_ 1 1 ac . .. .� � L. - _ - I 1 al J C� __l 1 1 Q 0- 1 , 2 1 1 L. J : . CATil CITY ; OF E TUKW ILA 9 1" „ Cl2 MAY - 1 ZOOZ MAC p„,,c , j'. r , t 5 PERMIT CENTER SCALE: 1/4'.1'.0' APR 2 5 200?_ SCALE: I/4' ■1' -0' WIND AND SEISMIC F'-._. 1NLY Project `,1 i �' N 1!, • INNKEEPERS SIPPER FLOOR NOTES: T „� % t FILE NUMBER 1. 0 INDICATES SIIEARWALL PER $IEAMUALL $CNEDULE OW SWEET 82 a _ 02 -016 2. ALL BEAMS 4 HEADERS $NA.L BE 4x10 DF.'2 (MD) DRAWEN BY 3. ALSO SEE SHEET 21, 52, 93 4. SEE SHEET S0.4 FOR ROOF BEAMS 4 FRAMING , 4% 21751 1 �, ` RIBS \ '1 1 11 K ' Dote _ 4/21/02 EXFRE:/ 5'24/6 Sheet 6 0 . 3 . . ) ) 0 2 . _//h , . . . . . . _ ._ 4 . . . . , • • , 1 r 1 4 9 1 if2 r . , cu ,:. r - i . i 1 - t $ . fl t <c1 e 1 1 E2 I I 0 0 I 1 I GAESLE 19417 Tide& IOW 1 • .... cy) (% 4 i _ 1 • J L - - _ _ 1 r INI■1■11M11111 .---- --. - 1 Ili - ' c i 2 ‘,---, - En 2 1 - - , - : C ( 3 . I' c ■ 4 A g a _ in co 127 - . ■ 0 C C6 1, 1 D TRUSSES • 24' 0.C. 0 1 ' ACh Cn - NZEP, all < 75 1- • L H r ‘ i A 11111111 -- 1 1 1 11111■I M En 1 ill .2--..--1_ 1- .. __. 1 . 1 1 1 ,--1 1 T4 --F L _ r i I ' 1 1 ...... B - 1 r L _ - - ... I II , 1 1 ' I • CC eh 11 wiry., 1 I 0 ,1 . , OVERFRAMING BY . TRUSS MoANUFACTURER , , .: h I . . • .. h.. , , A 111111 Al.. I/ ! W - ._, ......—........a.i 1 :----H—f-------1 ---- L------------LT 3 1x12" G.1-13. • ROOF . ) a* 1 < ill 1111 =TM II!!!!! t gil 11.111111111.LM i •••• 7 'B. 1 Ax10 • ROOF 3 1/.3 x12" G . --• • 4x10 • ROOF 1 > r 1 l ) < i i • I //... 1 1 2 1 i ... 0 0 0 0 . j-a 1 i 1 n. Z 111 I 1 • . .., iii .....1 0 ,0 irri' U _ % . .ct „ Z 0.... I ..., g , „ , .... _ 127 11•■•• . ji z e / / ) --e , .....I ri,,... i / ( 4) 0 ) ' '); 4? I I 4xle • ROOF / I I < I 3 143x .'” G.L =,.• --• " 0 1 I 1 1 11 Ill 111. • DM TOP le III 1 • , . AMWIN.2111.J1P.M71Par!!! --r ..................____ ..... . INIIIIIIIIIIIIIII •1111111M11111111•1•11111111111110 IIIIMINIIMI' 3 I/3"x12" G.L.131. • ROOF i , 1 5-- - ,_— - .11 13' JJ isim imm iri GEE la M Z L Z\ , I 1 ILI il i 1 •el oh ki I IIKIIIIIIII1 siripsoN wi WURRICANE ei 4 0 . ic7 0 CLIP EA END OF EA TRUS'S 1 - - - -' ■ I 1 11! .. Ipm, ,: . 1 CI ;. ,-. • t o 7 ...._ t I ‘1111111111 W 0 E 5 " 111114111111.11111161111111111' — . ow, 1 1.411111111 M I 1 L__ F I X 1 , 11 1 r 0 -ct I L MINN= mini 7 i e (Y. 1 II _ 1 x II f.l. I 1 ' r bit., .....1 , _ (II . ll , 0 1 , L . _ -.1 ' '.----II Y._ I r y - 1 ---- 7 E GABLE END TRUSS 1 1 1 I 0 0 1 1 1 1 L -I 1 1 I le, \ CW --tk R E C EIVE D W ')k •-•\° sk ' LOFT BEAM / 514EARLIJALLS PLAN ROOf FRAMING PLAN too- . SCALE: 1/4".1'-‘," ' :;cl) SCALE: 1/4.1-01 .) 'I' ' ' ........-.4 -- . U F F E R FLOOR NOTES: G I p T ME Y ARY O N 4 F T U E2 K No W T0E 1 2 : I. A INDICATES 514EAMIJALL PER SWEARUALL SCHEDULE ON SHEET 52 2. ALL BEAMS 1 HEADERS SHALL ISE 4x10 DF.°2 (UX0) ROOF FRAMING NOTES: S. ALSO SEE SWEET 21, 52, 53 I. SEE GENERAL STRUCTURAL NOTES ON SHEET 82, 53 b. REFER TO DETAILS CN SHEET 51 4 52 FOR NTERIOR SHEAR WALL 2. TRUSS MANLIFACTUFER TO COORDINATE ALL DIMENSIONS, TO ROCf 753.155 CONVECTIONS. Project RIDCsES, HIPS, VALLEYS AND EAVES WITH ARCHITECTURAL INNKEEPERS WW.18. Stem SI4OP DRAWINGS. 6. 1:.:.:•:.: INDICATES OVERFRAMNG SY TRW MANUFACTURER 3. TYPICAL ROOF SHEATHING 15 1/2' CDX PLYWOOD, INDEX 32/16 APR 2 5 2002 FILE NUMBER LF1BLOCKED, LAID UP w/ ma GRAIN PERPENDICULAR TO FRAMING 02 -016 BELOW. STAGGER PANEL END JOINTS. NAIL TO FRAMING BELOW WIND AND SEISMIC AS FOLLOWS. FO; • A LY DRAWEN BY R I B E DIAPHRAGM BOUNDARY *ID OVER EXTERIOR ),, WALLS AND &EAR WALLS ed • 6• OL. c* VJAN/,, , . ■ Dote ALL SUPPORTED EDGES - - Sd • 6 OC. 7,:r b . _ . ",)t 4/21/02 FIELD Sd • IV 0.C. / • . 4 1 ,., . i/752 . , * Sheet f ''' ,. i , \ ' "\ 4 0414 (EXPIRES 5/24/o3 . . - 1 6 0 . 1 2,//,„,g, . • • .., • . , . . 6 e ' li 0 Jsr •T52' HOL,DO•4 ANCHOR .v 2 x O %ALS QD (22... STUDS S -- ! j " �� GYP 5►t'A' LNG • 'rP 5►Ea'1+e�1(s G. Q N W 2x p+ PER SCHEDULE PER SCa*EJtLE cot yy m ANCHOR DOS OR 2x4 STUDS. *Noe , IM (2)2 STUDS r 2x STUDS Ii'oc E)�AN'S•ON e0.-Ts o"ER • , c n EXPANSlp•i SAL SC.-UM/LE - '"-2x STUDS, 16'oc ; . C3 �* 40,NT i6d. b'oc lid, b'oc (2) L AYERS lid, b ' oc I RY PER SG�EDUtLE 11 >< NAIL■Nb R�' (2 LAYERS) lid, b'oC ,, TO EACH DOUBLE STUD M EDGE NAILING EDGE NAIL MG EDGE NAI [2 LAYERS/ x • co FINty EDGE NAILING i�LP'G 1 ., E7C sE ' A LI NG (n W t`'_ L 5q c DE 2X PT SILL PLATE la' S/b• PIA_ Tii fAt7ED ROD �_• l ►;� v ►- Q) 2x PT SILL PLATE L G4NTIt+tJOUS u/ 5ro EXP DOLTS IN SI: ewr SON EPDXY- TI 22 • R e_. w O w I;�1•• ExIA DOLTS cow SLAB Its+ C' t SPACED f°ERT MM NN L SCraEDUILE, 4 -t MlN PER 6R. REGaMMENDAT►ON 1 16d b "oc ( ", , EMBEDMENT A3L • !2` OC .. 2x DLKG. CoNTS * • Ib ' (E) Fout404TIN Z j I / 11 i 1 4c cc*s 4 ✓ —_ _ Al'tE0 r ' < # ► - 1 . JOIST OR RIM . ,� Ir. O t[7 • 10' O.G. _ t " - r c7; EDGE NAILINCs v ' . , PER RAN IPER PLAN U� -i } i R g FOOTMG PER PLAN FOOTING PER Rai FLOOR 5i STEM ' EDGE NAILING FL OOR SYSTEM ' 41. AG ` , •/ 2-•4 DAR COW'S ts/ 2 -•4 DAR CONT'S t T " n . . : 1 il ' PER F `4N CA55J"fEDJ PER FLAN ( ) 1 GONG. FOUNDATION 1 PLY SHEATHING ii RY SHEATHING H 'o`S: ED 1: PER SCHEDULE < �� I (ZMA.* GONT { ';'4.'' y y, " -1 [ " 1�i PER SCHEDULE 1 s r 2x STUDS, 16 "0 4 "I 4 s i:45.5.-.14,,4F - x 30' MAXIMJM I 4+. ` k.- a'c ;.f:::..' UNBALMCE.D I • EXT. S 1E,4RUJALL SLAB PARTY WALL / FOOTING BEARING WALL 1 FOOTING TYP, I- 10LDOU�I TO EXISTIM PARTY WALL / 2ND FLOOR PARTY WALL / LOFT FLOOR pia " =1' - O' 3/4 ° =1' -o" - 3/4 ° =i -o" 81 FOOTING - FOOTING FOOTING 3/4 " =1 -O' 3/4 " =1' -0 END OF PLATE ,- - 1 EXTERIOR WALL SPLICE LENGTH I I PER NAILING ``` `�- IEARWALL WALL scievux > � 4 1 GOVT. T1M'SERSTRAND RIM -f-I PLYWOOD PER i EXT. WALE SHEATHING. 0 GYP SHEATHING I (25) 12d "� 4 — SCHEDULE i PER °_;.►�E PER 5C1 -EDUCE III' � CONT. TIMBER5TRAND RI . (2)2x STUDS 2x STUDS, 16 "oc TOP PLATE � NAILING PLY •HOEDOWN . SPLICE .1 FLOOR PLYWOOD t TIT I FLOOR PLYWOOD ► PLY. SPLICE FLOOR PLYWOOD k I Q , ° lbd, 6 "oC ( Ibd, 6 "oc �� ---- EDGE NAILING FLOOR JOISTS (PER PLAN) --.• 2d T. • Ib" O . G . I J � 12d T. • 16" O.G. , ° LOOK JOITS (ER PLAN) EDGE NAILING DGE NAILMG ° ; l _ 1 1 • n •- ❑ ., .- NAILING 1 ° ° r lbd, 6 FLOOR JOISTS (PER PLAN) �I EDGE NAILING ° ° '' ' iI 'I • T'S _ \ (1) 1 — ?x BLKC f A34CLIP•32 " O.C. PLY. PER SCHEDULE U.S.P. KSTC STRAP TIE 'V �� . �' EXTERIOR WALL , ° ° ° PER PLAN, FILL ANY HOLES ° ° w/ 2 I/ 2x .148 NAILS 32" CLIP • id:. '� I � E DGE NAIL W ° 32 " OC. _ ` 4_, FLOOR SYS PER PLAN NOTE: SHEARWALL PER PLAN 0 GYP SHEATH'Cs ili SPLICE AND NAIL TOP PLATES A SHOWN • ALL PER SCHEDULE EXTERIOR WALLS, SHEAR WALLS, t AT EACH FLOOR ° ° PLY. EDGE NAILING L 0 EVEL AND AT ROOF. ,, F,L.EVATION • HOEDOWN STUDS (TYP) PARTY WALL / LOFT CLG 111 ...4 0 3/4"=1'-0" el 5/4"= I '-0" DBL. TOP PLATE SPLICE OJOIST PERPENDICULAR TO JOIST PARALLEL TO KSTC I4OLDOWN AT FLOOR Q EXISTING WALL EXISTING WALL 0 3 /4"=1 f- 3/4" = I ' -O" 3/4" = I ' -O" thp W a .....1 1-- 1- O W U SHEARWALL PER PLAN BOTTOM PLATE NAILING E 1- PER SCHEDULE EDcSE NAILING 12d • Ib" O.G. • TJI I tO EDGE NAILING bd • b" O.G. 3" O.G. FLOOR PLYWOOD • 2x4 FLOOR PLYWOOD —e _ a. :4 II 1/5" T..11'5 (PER PL • o — II 1/8" TJI 5 (PER PLAN) �"� u \y 12d • 3" O.G. ! 2X4 CONT. • SHEARWALL EDGE NAILING JOIST OR BEAM VIM 2S 2142 PER PLAN SHEARWALL PER PLA r � ' c'AQWAI I lr�Qll I Fl p TO FLOOR JOISTS RECEIVED CITY OF TUKWIL 2:trasR1561 L PARA TO FLOOR JOISTS MAY -1 2002 PERMIT CENTER EDGE NAILING ...LID BLKINS OR (2)2x STUDS • SHEARWALL PER PLAN APR 2 5 2002 TJI BLOCKING SHEAR HALL PER PLAN I EA. HOEDOWN I FLOOR PLYWOOD 12d • 3" O.G. BOTTOM PLATE NAILING v5,- PLY PER SCHEDULE EACH NDB1- STUD TO WIN AND SEISMIC 1 EDGE PER SCHEDULE 2xb .IDI5T5 (PER PLAN) Q, O TOENAILING PER �/'. U.S.P. KSTC STRAP TIE F RG ES EDGE NAILING 1, INNKEEP $GFIEDULE - ` BLOCKING PER PLAN, FILL ANY HOLES 7 a , 7 s Pro' t 12d • 3" O.G. 2x4 BLKINb N/ Z "x2 "x .148 NAILS , ERS !FLOOR PLYWOOD - )3C1 • b" O.G. I 12d • S" O.G. 1 FILE NUMBER I EDGE NAILING PLY. FL• • " / 1 2x8 JOISTS (PER PLAN) I ! 0 2 - 0I6 -g SHEARWALL PER PLAN IZd • 9" OG. MIN IM► EP !NAILING FLOOR PLYWOOD E' " n BEN 9v • 'SOLID BLKIN6 • MAIN FLOOR ► -�• �� TJI'SLKING • UPPER FLOOR ►'•r' yV q ew e sE ' 2x4 BLKIN6 12d T.N. • !b" O.G. � � Da te OVER SHEARWALL IMP �ii 3 - ° 4/11/02 on EDGE NAILING = - MP SHEARY� PERPENDICULAR TO FLOOR JOISTS ,'3 PERPENDICULAR TO FLOOR JOISTS 'SEND STRAP AROUND PROVIDE WEB 9TIFFNER snset BEAM OR MULTI. JOIST •TJI BEAM OR MULTIPLE JOIST 51 PER PLAN � IN zI•, ' _�1_ .1 • INT. SNEARWALL TO FLOOR ASV. O , NAILING DETAIL e CAIN. FLOOR JOIST - KSTC 1- IOLIDOU 4 AT FLOOR h10 ICY LOOK B • - 3/4"=I'-0" 8 1 3/4 ".I' —O" _ 3 /4 " =I '—O" 3/4"=1 -O . . 1 4 .. k t , ,...--NAILING PER t 'vC..E:744,..E id, b'oC ! 1 {p �.� PL` uIOOD ROOT y RG PLYYIOOD S►+TG / ! ..,- G c N N -' �; a7 ed. b'oC a-- DRAG-STRUT 7 Cij CLIPS PLY SHEATHING C - 0 -33 IPS PIN 24•oc I PER SCHEDULE x 24'oc £ NAIL NG CL ' / — - - 1 1, EDGE r = e' v ?- 0-34 CLIPS O f - 24'x i--1 CLIPS ' _► s� ► r M V c — ; - 01 - ---- 24•oC �II JC L 1 , " r, 1 ?x VENT eLKC _' — < E DGE NAILING V M 2x4 FLAT CV PLY SHEATHING 24'. 'et' PER SCHEDULE PLY SHEATHING ( n PER SCHEDULE PG GYP SHEATHING Q 1- PER SCHEDULE a ROOF TRUSS / TYP EAVE - ROOF TRUSS / SOFFIT - PARTY WALL / ROOF 52 3/4 "= L -O" 5/4"=I • iF A bd • 3" O.G. (b) 12d BRACE 2x TRUSSES 0 24" O.G. PLY. TO BLOC TO BLOCK 2x OUTRIGGER (OPTIONAL) E&DE NAILING 1:1 R1 11 C. rilli (2)2x6 BLOCK ' ` ' 1 �� DBL. TOP CHORD •�� 13 HORZ. WEB BRACING BY (2)1 GLI -+" N ` ' TRUSS MF6R. PER T.P.I. SPECS. CONT. ROOF PLY. NAIL TO ALL T?�" SE r ` � - - -- ::: • � MID HEIGHT STR UCTURAL TRU55 w/ 2x4 ` SIMPSON 'B' HANGER Z ' ' 2x,2 NF.'2 PER PLAN 0 `' FLAT INLET STUDS • 24" O li„ U \ 11 _.� -i� (2)MDAI CLIPS (ONE EA. SIDE) a y .: ILI • RIDGE E A • . "T" BRAGS / '=' 12d• "O.G. (TRU55TO2x6) • RIDGE AND • 8'-O" O.G. MAX. (VERIFY w/ TRUSS MFGRJ 2x6 GO NT. EDGE NAILING SEAM PER PLAN ILI 12d • b" O.G. 2x6 CONT. "7/16" 0.515. OR TO TOP PLATE 1/2" PLYWOOD 4, TYP. GAE5LE TRUSS DETAIL RAFTER CONNECTION DETAIL to iii 3/4 " =I'-O" 3/4 "= I -O" 'Q __1 1 .... 1— / . 0 • 1— U c, I x .ayFnl n P n 0 TYP. EXT. WALL GONSTRIJGTION -_ — — INDICATES INTERIOR 5HEARWALL w/ 1 w... (UNLESS OTHERWISE NOTED) TYPIGaL. RDOF SHEATHING T F SHEI�THI (�/ �` YPSUM WALL BOARD I SIDE S/A T4G, 05.8., INDEX 40/20, UNBLOCKED, LAID UP E I— I. SHEATHING: 5/8" x 4' GYPSUM WALLBOARD, I SIDE UNBLOCKED, NAIL w/ 7116" 0.5.8. PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP w/ JOINTS. W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER I. SHEATHING: 1/2" PLYWOOD OR 7/16" 0.515., EXTERIOR SIDE, BLOCKED, NAIL 64 COOLER NAILS TO TOP AND BOTTOM PLATES, BLOCKING, AND ALL NAIL AS FOLLOWS: END JOINTS, GLUE 4 NAIL AS FOLLOWS: w/ 84 • b' O.G. ALL EDGES AND • 12" O.G. FIELD. OTHER MEMBERS 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10" AB.'S • 32" O.G. 2. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d • b" O.G. PIAPHRAM BOUNDARY ANP OVER EXT 8d • 6" O.G. DIAEXTERIOPHRAGM WAL DAND ARY AND SNEARUJAL R 84 AT 6 �� ( C OC F 1 B. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 12d • 4" 0.:. ALL SUPPORTED EDGES 84 • 6" O.G. ��� S. FASTEN DOUBLE TOP PLATE TO JOISTS OR BLOCKING ABOVE w/ 164 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE r/ 12d T.N. • 6" O.G. TOENAILS • 6" O.G. OR A34 CLIP • 32" O.G. FIELD 8.4 • 8" O.G. ALL SUPPORTED EDGES ad AT 6" OG VIA 9 '- AND DETAILS ON 5I * 92. FIELD 8d AT 8" OG 2 r� ul'..0 !�I•IP QWAI I J. (7111 F OPTION: USE *6 SCREWS • 16" O.G. IN ADDITION TO NAILS SPECIFIED 4r I I �•,r.6aFf �I A F ABOVE • 16" O.G. i USE '6 SCREWS • 16" O.C. IN ADDITION TO NAILS SPECIFIED �l t£I ` INDICATES SHEARWALL w/ PLYWOOD ONE SIDE, ® — — — ' aei azizz......,=s INDICATES SHEARWALL w/ PLYWOOD ONE SIDE, I. USE 2 "x2 "x3 /16" PLATE WASHERS ON ALL ANCHOR BOLTS. • I. SHEATHING: I /2" PLYWOOD OR 1/16" 0.5.8., ONE SIPE, BLOCKED, NAIL w/ 8d CONNECT ALL RIM JOISTS • 1 EXT. WALLS w /(2) G516 STRAPS. 1. SHEATHING: 1/2" LL EDGES AND 12" O.G. FIELD. 2. ALL 12d NAILS SHALL BE 3 1/4" LONG x .131 SHANK DIA. (MIN). PLYWOOD OR 7/16" 0.515., ONE SIDE, BLOCKED, NPMIL w/ 8d • 4" O.G. ALL ED6E5 AND 12" O.G. FIELD. FILL ALL HOLES WITH NAILS. • • 4" O.G. A RECEIVECENTD 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA, x 10" AB.S • 32" O.G. 2. BOLT DBL. SILL PLATE TO CONCRETE w/ 5/8 DIA x 10" ABS • 24" O 3. FILL ALL HOLES • ALL HOEDOWNS w/ 2 I/2" LONG x .148 SHANK CITY OF TUKWILA DIA. NAILS. $. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 12d • 3" O.G. 5. FASTEN DOUBLE PLATE TO JOIST OR BLOGKIN6 ABOVE w/ 124 T.N. • 6" O.G. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG (MIN)x ,156 PERMIT MAY - 1 2002 EF ANP DETAILS ON 51 1 52. SHANK DIA. w/ MINIMUM 1 I/4" PENETRATION. 4. FASTEN DOUBLE PLATE TO JOIST OR B B LOGKIN6 ABOVE w/ 12d T.N. • 6" O.G. 4, USE (2)2x STUDS • 16" O.G. 1 SEE DETAIL P/ 51. 5. USE EXPANSION OLTS • EXISTING FOOTINGS PER SHEAR WALL AND DETAILS ON 51 ! 52. SCHEDULE. APR 2 5 200? WIND AND SEISMIC .. FORCES ONLY Z . O � \ , Projoet INNKEEPERS / / FILE NUMBER �1'6.1,10.V �. _ 2 � 02 -016 -S „ �, .\� DRAWEN BY t c4,,,i �1 r MBE EXPIRES 5/25 o; 1 Dole 4/21/02 SNwt 62 ,..),,,) 2 .....//c .. .. . • J 1 1 4 4 0