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HomeMy WebLinkAboutPermit D98-0346 - HOBBY TOWN - CANOPYD98 -0346 17774 Southcenter Parkway Hobby Town City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9005 Address: 17774 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: SIERRCC145N8 OCCUPANT HOBBY TOWN 17774 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206- 575 -8090 C/O TRAMMELL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 9818 CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797 16715 NE 79 ST, REDMOND WA 98052 CONTACT TODD RANKIN Phone: 206- 575 -0925 16715 NE 79 ST, REDMOND WA 98052 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: RENOVATION OF EXISTING BUILDING EXTERIOR CANOPY. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 33,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in):. .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fill Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No:. Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 783.38 ***************************************** ****************************************** Permit Center Authorized Signature: 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performanc work. I am authorized to sign for and obtain this development permi Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Permit No: Status: Issued: Expires: (206) 431 -3670 D98 -0346 ISSUED 11/19/1998 05/18/1999 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA Date ,/- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address : 17774 SOUTNCENTER FY Suite: Tenant: Type: DEVPERM Parcel #: 352304 -9005 CITY OF TUP;.WILA Status: ISSUED Applied: 10/13/1998 Issued: 11/19/1998 Pee'mit No: 098 -0346 4•. 4k4k• kk•k• k• k•A•k•k•k•k•k*•k•k•4A4*:k•k.k• 444* A •.44444*.4 44 4•kk•444444.4kk ' k•kk•k•k•4*4 Permit Conditions: 1 No changes will be made to the plans un l ess approved by the Ar+c.lcitect. or Engineer and the, Tukw.i.l,a Division. 2. Electrical permits S a.l be .o_bta'ine�i •tlhr�.ough the Washington State Division of Latior .and" ~ Industri`e's arVd a'-,l.i. electrical work will be inspected by t h`a t agency (? 4 8' - 6 6?' Q, ); All mechanical '�wor�k shayl:1, be'` under :separa�.te;permi the City .of iu'Fwi l 4. All permi ts, inspection 'records and'approved plans steal l available a:t tli.e job- -site: prior to th` .tar t, °o any i riz. structiion.. These , are ,:to be maintaine`d..'i ri(1 av:a able u,nt.i -1 firia: inspectipn�`ao`prov:al is aranted`t 5. All ' tr, uct.ural concrete. shaTl be Special inspected Sec. 306(0)1) 6. All s welding shall'.b.eAone by W.A.B.O , '.cerfl ed. welder's .arid special irispecte ( Sec. 306(a)S)` 7. The pec•;i.a1 in'spec;to - r "s'hai•1 `'s. =.ubmit <..�a final igned repo; ^tati�ng wh�e'ther the `war k,.re.ouir ing'y�speci°al , inspection �`wa:,, to the best Of the..in: pector;'s ,knowledge., in confor man e with appr owed plans„ and :spe.c if'ica'tions' en4..,)the apps i;calale wor..kmansh i p prov i s.i ons o.f• : th'e UBC r> 8. When'..specia1 ;inspection` is ;re'quired either" the owner ,.. arch,,itect``or -engineer shall Bui.l V Div• . ior) of: appoint`�ent;of thei `... ns`pect`i'an_;agencies zorfor .t the' f ;t`- b irnspection. a.L?ie:,.•of 6't°1',•aper. `'''�'r���`s' inspection 'reports shall be submitt�e d -- :totthe.,uildingg. Divi'3 ` ".in a timely manner. Repor ts°,sh'a•ll `cdr.tain `e.t1° res pro.je,c�t,, name, permit number and. tvue ci ins:p.e,pti, being performed. 9 . All construction . to be done in. conformance wiYth approved': plans and, requ:iirement ' o.f the Uniform Bui,ldirig co;d;e (1907 Edition) ' as:.,amende . Uniform Meehan icaTi. Code (1997.' Ed.4=t;,i: in) . . and Washington State Energy Code (1997 Edit ion) ". f' -;;;''. 10. Validity of Permit. The issuance ote permit or aWciva1 of plans, specifications, and ;compu . shall rlot�;,be, con - strued to be a permit ; , for, '~or an approval of, anv� viol .�tion. of any of the prow 1 s ii tis-; the bu i 1 d i,n.u; u a;de :-n"r of _ any other ordinance of the °-iur {i'adi,rtton ` No - .permit. presuming to give authority to violate or�''car cel provisions of this code shall be valid. Project a e �etant: r n ` Value of C Site A• - - : ` City State /Zip: Tax Parcel Num er: Property Owner: N ' i - Phone: S'b% • (pcli-crsDo Street Address: City State /Zip: "WA o VUlol wl�-- *. 6�,vtt.4-E -i� / e41.- °w 2 Fax #: 5\05 • (9P)4 - "-12-- 1 - Contractor: `'Ll.eX4 -1 C.O *.rte{ 24C- 'ftw. crr fart y Phone: y'u' • vPS - 3 } Street Address: City ate /Zip: «0"x'1 S OE Sk• ! 10 'geCIO Fax #• r . &- • 4%30 Architect: � 44Cer.5 10b154(3.- Phone: 1 • `- ' 01-S 4 Street Address: Z 445 City Stat�e /Zip_ owS 9-C �IP ) (Aide o(SU o, b 9 Fax #: S • (mo) • 02 Engineer: Phone: 5b , • 223- - 3241 Street Address: Ul City State /Zip: >> 4L 2A - bO ft42--{c. vir* i c e 9420 Fax #: 57)" .1.21 • 9'980 Contact Person: t i Phone: cil-k- C3424 Street Addre City State /Zip: u: rlS N6 '9`r`^ uk-• ) v314. cl eoS2 Fax #: Zofo ' S14 - ciAA Description of work to be done: • dl✓ 5. •c is" t C'iw (2::•0II.E - E')C (2 ( / 1,5 '" b l aES Existing use: ►. - -tail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital • Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes Ono If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ig no Existing fire protection features: Msprinklers Pautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ► if o Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets CITY OF TUK VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: ❑ Miscellaneous C7'PCRMIT.DOC 1/29/97 FOR STAFF USE ONLY 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. APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined.by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /o -i - 90 Dale application expires: Applica on taken by: (Initials) I PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW THORIZED AGENT: Signature: ' Date: 1-21% Print name: PyIQP�,:. . .. . `�� - [ Fax 47s. ar, 4,,.,__ A t �P15 1 9,Iti+1" C � C e/ P S) I WA L $ei ' L ALL COMMERCIAUMULTI- FAMILY TENANT IMPROVEMENT /AL RATION PERMIT APPLICATIONS ML BE SUBMITTED WITH THE FO WING: ' FAL bRAWIN .4 T BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, S�'F uCTUI L OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there Is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPLRMIT.DOC 1 /29/97 I:•u'��krw -p ' Account Code .000/3 i.00 000/ 34: ,830 000 /386.904 •r.' tj i n�i'rh' 4:kkk•kh*•A * *A k•A **k **:t *A:k*k.:4*IA khnk:4kkA A•k*7t k:4 *:4t **k*AA*k*A.A * yA CITY OF .TUKWI.LA. WA TRONSMI7 h**: t**: t.* k##*: ll r. t***** A*:t**A*o th• kAA##• k. kt,: k *•kkk*A*Ak* *A* **•tk *AAAk:•4art4 TRANSMIT Number: R9700870 "Amount: .783.38 11/19/98 1t:04 Paamen�t Methods CHECK Notation: SIERRA CONSTRUCT Ini�tt SL.H Permit No D98- 0346 Type: tEVPEUM DEVELOPMENT •PERMIT Parcel Nos 352304-9005 "S • i te (ddret4s s 17174 SOUTHCEN•E ER PY Tot,a•I Feer,t This Payment 783.38 1•otal ALL Pmts: Balance: ' *••A k * * * **, got *A ** * **A* 4• *s1 *AA* * * ** A, * * *o\ ko t * *k* * *4- k *h ** * * * * * ****, *k **A* De c:rintion BUILDING - MONRES PLAN CHECK •- NOURE.S STATE BUl:.LD SURCHARGE ".' � y rtuaxh ; 7960 +11/24 : 9717 • . TOTAL 783.38'x' 783.38 783.38 .00 Amount 472.0; 306.83 4 . rnject. . 61A 4 Ty 14nspection: In q S 0 14A+01( . r i i Special instructions: j Date walte y 1 •-• 7 CZZ p.m. Requester: Ay Ph _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r , INSPECTION Rr1RD Retain a copy wi I. permit COMMENTS: • `;INt: Inspe ts, pproved per applicable codes. O te_. PERMIT NO. (206)431-3670 Corrections required prior to approval. Dat : $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: Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d February 23, 1999 File: 98 -402 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Parkway Supercenter -Hobby Town Address: 17500 Southcenter Pkwy, Permit No.: D980346 This is to advise you that special inspections are completed on the above referenced project The following inspections were required and copies of all inspection reports have already been forwarded to' you. 1. Reinforced concrete 2. Structural masonry To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. A(o Kimberle Anderson President cc: MBK Northwest Sierra Construction RECEIVED FEB 2 it 1999 SIERRA Tel: 881-5812 Fax 881 -5441 • P. 0. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING , NATIONALLY ACCREDITED LABORATORY Project: 61—)V-) Type of inspection: Address: Date called: Special instructions: Date wan ed: -- �'.. 5 C p.m. Request r: Phone: Approved per applicable codes. • INSPECTION R RD Retain a copy'with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bhid, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. 0 � ' 1AMAM1 a $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: TyRf Inspection: kro r rt'LIA-k Qt ( Addr • __ 7 L• S _ Date called: Special instructions: Date wanted: ( Date I tillo P.m. Reque N ... INSPECTION R( )RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (2 6)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /€.6 0--)'-) /4/2 Inspector: of 44/34h-N Date: $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e I S o i l s W o o d File: 98-402 February 23, 1999 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Parkway Supercenter -Hobby Town Address: 17500 Southcenter Pkwy. Permit No.: D980346 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been . forwarded to you. 1. Reinforced concrete 2. Structural masonry To the best of our knowledge all work. inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. A&,;104 Kimberle Anderson President cc: MBK Northwest Sierra Construction Tel: 881.5812 Fax 881 - 5441 • P. O. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING . NATIONALLY ACCREDITED LABORATORY. ' ACTIVITY NUMBER: D98 -0346 DATE: 10 -30 -98 PROJECT NAME: HOBBYTOWN XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: uilding Division 11-3i3 ublic 111 Worksn� PeLf dowel Cope PLAN REVIEW /ROUTINGS IP Pri c Fire Prevention Structural .— DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: C Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditio Planning Division Permit Coordinator DUE DATE: 11 - - 98 Not Applicable ❑ Please Route ❑ No further Review Required DUE DATE: 12 - - 98 DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. \PR•ROUTE,DOC G /98 I have examined the original document and certify this My Co Dated opy of that original. ' S J ' • ary Public ': -s -.ing at i • an. for the S /;,1 .. n e: Spires /99 of Washington F625. 051.000 (3/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL •REGIST.:.# CCO1. - •SIERRCC145NB EFFECTIVE DATE SIERRA CONSTRUCTION 16715 NE 79TH ST REDMOND WA 98052 EXP. DATE 03/31/1999 08/28/1986 CO INC •1111.1111111111 MEM ■■f1WWr1■ ■■■■■ ■ ■m S Id C) III N... 4111 cJ 0 r u ES aC107 p (7D 38,500 S.F. • Z U) 9 W w I '- Z LL O. ^ Z � J co CC ((1) c. • W Tr - •_ —. _ z _. _ - Z N I- (3 Z °, Z U 11.1 Ssj I I !WHIM b ®®;I �l1.IIIIIIiIE� ; Dl� �I■ ■■■■I1■ I SET ALINE■■■1L ■■ 1■ = ��'i•► . 01 1:192C'J'lL�l� �u�i�.n�e. ®��..'i'JS: t�'�BC��C::+ 1 1 STQRAGE 2,8895 S.F. —29,2 C 1 I u n u n 0 n 0 L/ 0 0 u 0 0 0 0 u n 0 u n u n u c \ c c�CAC' GJ 1 � a ma z � S�F SL EP COU TRY !• 2,40 S.F. ®iii gill ®Iol�lo !IN! i11■ 1414 199111 19�Ie moteitn�lI lel� lq m �l!IIMiPIIPI� I�PIE u + ! ' C 1 n U n 0 n 0 n U n u 0 S. emi • AREA OF WORK FOR ADD -ON CGL11M6 HOBBY TOWN 2,720 S.F. CUCINA CUCINA 6,240 S.F. G azIogb 220 S. t USA BABY &,40Q S.F. AREA OF YORK FOR ADD -ON COLU'N6 CHEC MEDICAL 6,000 S.F. RU Env ofa Factory 21.200 S.F. + 1 S.F APPLEBEE`S 5,943 S.F. I O 72\ STOR4GE 8,425 9.F. 4 400 . h O +25 SGU ,� HC EN'(ER F. H O PARTIAL SITE PLAN 2' -J g; 1 r w f f I.LJ W • VJ Q Z 0 z S a CE a c a 3 IC II iii iirli z TH$ - BIIJW 40,240 -S.F U fr SEPARATE 'EFS: REQUIRED FOR: ❑ MECHANICA PI-ELECTR CI PLUMBING ❑ GAS PIPING CITY OF TUKWI A BUILDING DIVISION 011Y OFlava A OCT 30 1990 PERM CEMEE SEE SHEET 413 SCE SHEET A1,4 SEE SHEET AIB P ti -o'7 1)98 - 034ko ii F 0 z PROJECT NO. 9'1111 DRAWN BY JMP CHECKED BY DATE JAN b 1990 REVISION Q MAR. o W .c 6 j and COORDIN. RR. e coaaDlN. BENNER STANGE ASSOCIATES ARCHITECTS, P.0 5000 B.W. MEADOWS RD SURE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670 -0235 PARTIAL SITE PLAN A1.4 SS/LOONS AREAS O 6.100 SQUARE FEET () 20.000 SQUARE FEE, O 0400 SQUARE FEET ID 159.250 SQUARE FEET Q 052,950 SQUARE FEET SHEE F 2 OF 7 © 9. SQUARE FEET ® 12.100 SQUARE FEET O 155.100 SWATS FEET SHEET 2 OF 7 SOOABVEYOR S CEABTePOCATE TO MBK NORTIMLST L.LC., FIRST AMETTCMI TIRE INSURANCE CO. OF WASHINGTON, INC, AND M1515 T O CERTIFY THAT THIS MAP M PLAT AND ME SURVEY ON MHICH IT IS .BASSO MEREATADE IN ACCORDANCE'.' VON STANDARD DETML 992, 9 R MEN FOR ALTO S CSM LAND TT SO10EY.S,' JOINTLY A SKED AND ADOPTED TED BE BY M ALTA AND. AC IN 1992, AND INCLUDES 5 1 3, 1, S. B: S, 10'& it OF TABLE TABLEH THEREOF. ' .� ANO PURSUANT TO THE ACCURACY STANDARDS (AS TED BY ALTA Ai. AGSM AND TEL EFFECT CAI THE DATE OF MIS ERTHCATON) OF AN WSAN SURVEY. ROBERT R MINTERS L.S. 18104 SCALE:1 0 50® 0 SHEET 4 OF 7 SHEET I OF 7 --O kto b SUOe VEV (NOTES 7 THIS SURVEY AS PERFORMED BY THE COMBINATION OF AERIAL PHOTOGRANME,RY, PERFORM., BY WALKER 6 ASSWIARS. I TRADITIONAL FIELD WRVEYINL PROCEDURES, 2. BOCAIEO AT THE CN I/18M OF 35, A ME SE 1 /IBM OF & 0 2 . f , (WCS- N2'27) DERIVED FROM TES TO MONUMENTS 2 VERTICAL DATUM m HMO '88, DEFILED FROM TES TO NOS N 259 RESET 2 1911 UNDERGROUND UTILITY LOCA TONS ARE BASED UPON AS -BUILT PLANS AND INFORMATION PRODDED BY THE CITY OF TUOMILA. ACTUAL LOC9505 OF UNDERGROUND UTILITY STRUCTURES OOY VARY. PRIOR TO DENGN OR CONSTRUCTION, UNDERGROUND UTILITY LOCA TONS SHOULD BE 'VERIFIED 5. THESE PROPERTIES ARE ZONED 'TISMILA URBAN CENTER'. AS PER CHAPTER 1528, IUKIMLA MUNICIPAL CODE, SETBACKS ARE AS FOLLOWS: FRONT • 15 FE, SIDE - 10 FT., REAR a 10 FT, 54A0002 BUILDING HEIGHT - NS FT. B. MESE PROPERTIES ARE DESIGNATED' FLOOD ZONE 'X' (OUTSIDE OF 500 YEAR FLOOD PLAIN) AS PER FETA FLOOD PLAIN MAP NO 53033.959 F. DATED 05- 20 -95. 2 ALL EXTERIOR PROPERTY CORNERS ARE MONUMENIEO. HOWEVER, DUE TO USE CONGESTION FIINFORMATON SHORN SE ON THE DRAWINGS IRE. DESCRIP,.ONS O' PROPERTY CORNER MONUMENTS ARE NOT SHOW HEREON. DETAILED MONUMENT INFORMATION IS INCLUDED ON THE 'RECORD OF SURVEY' TO BE FTLEO FOR THESE PROPERTIES REVISION TABLE AWED EASEMENTS TO PARCELS B, C. & 0 AWED RETAINING WALL NEAR NEST SNORE PCL B AWED SAN. SMR AW:,IIEAR SW OCR. PCL. 0. "ADDED EASEMENT NOTE ON SHEET l G?agall a1%eSgmfflo !mil 6 LOCATED IN PORTIONS OF SECTIONS 26 &'36 CHAD NICK & WINTERS LAND SURVEYING, INC.. 1011 STONE WAY NORTH, SEATTLE, WA, 9910 PHOND \ FOE: (900 PROJECT 9: 97 -2035 05A IIJND: PRELIM,DWN CLIENT. N.P,f,F. SHEET 1 OF 7 :.. H Z PG W ° Z U CC LP W � VJ Q E z o C Q PAOJECr NO. BENNER STANGE ASSOCIATES ARCHITECTS, P.C. umuni mo imam MX aoess CIVIL SURVEY 08190 PAM= DESCHIPPIONO PARCEL B: AREA = 99,927 SQ. FT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF TOE SOUTHWEST QUARTER; THENCE NORTH 8755'53' WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER FOR A DISTANCE OF 697.21 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND THE POINT OF BEGINNING: THENCE SOUTH 01'08'35' WEST ALONG THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY FOR A DISTANCE OF 28628 FEET: THENCE CONTINUING ALONG THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY ALONG A CURVE TO THE LEFT, HAVINO A CENTRAL ANGLE OF 0523'08", AND A RADIUS OF 991.37 FEET, FOR A DISTANCE OF 93 FT: THENCE NORTH 01'0835" EAST 168.00 FEET: THENCE NORTH 88'51'25" WEST 34.64 FEET TO THE CENTERLINE O OF A NORTHEASTERLY Y A S EMENT SA S DESCRIBED UNDER FILE NO. 771,090221; CENTERLINE ALONG A CURVE TO THE RIGHT. HAVING A RADIAL BEARING OF SOUTH 56'15'49" EAST, A CENTRAL ANGLE OF 1414•38". AND A RADIUS OF 410.28 FEET. FOR A DISTANCE OF 10200 FEET; THENCE NORTH 1228'30' WEST 33.38 FEET THENCE NORTH 04 REST 50.16 FEET; THENCE NORTH 01'41'39" EAST S4. P6 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26: THENCE SOUTH 8755'53" EAST 25000 FEET TO THE POINT OF BEGINNING. PARCEL C. AREA = 42,242 SO. FT. A PORTION OF THE SOUTHWEST OUARTER OF SECTION,26, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KING COUNTY WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 26; THENCE NORTH 8745'57" WEST ALONG THE SECTION LINE A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY,( THENCE NORTH 1159'33" WEST ALONG SAID MARGIN A DISTANCE OF 725.43 FEET TO A BOUNDARY PATH A TRACT CONVEYED BY DEED RECORDED UNDER FILE NUMBER 8912290859 AND THE TRUE POINT OF BEGINNING: THENCE CONTINUING NORTH 11'59'33" NEST ALONG SAID WEST MARGIN OF SOUTHCENTER PARKWAY A DISTANCE OF 10515 FEET TO A POINT OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAMNG A RADIUS OF 991.37 FEET THRU A CENTRAL ANGLE OF 04'53'59" AN ARC DISTANCE OF 84.78 FEET TO THE SOUTH BOUNDARY OF A COMMON DRIVEWAY EASEMENT (EASEMENT NUMBER I AS RESERVED IN DEED RECORDED UNDER FILE NUMBER 8912290059); THENCE LEAVING SAID WEST MARGIN OF SOUTHCENTER PARKWAY, SOUTH 851211" WEST A DISTANCE OF 182.00 FEET; THENCE SOUTH 1159'33" EAST A DISTANCE OF 261 FEET; THENCE SOUTH 8825'36' EAST A DISTANCE OF 115.17 FEET: THENCE NORTH 11'59'33" WEST A DISTANCE OF 91.74 FEET; THENCE SOUTH 88'25'36' EAST A DISTANCE OF 66.85 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AND THE PANT OF BEGINNING: TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER O THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.. IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE N KIN SOUTHWEST QUARTER OUNTY, WASHINGTON, DESCRIBED FOLLOIY:RTH, RANGE 9 EAST, WM., BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 87'4557' WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NOS 6343882, 6343863, 6343865, 8343867 AND 6343868; THENCE NORTH 1159'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 830.58 FEET THENCE CONTINUING ALONG SAID WEST MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 12478 FEET THROUGH A CENTRAL ANGLE OF 0712'41' TO THE RUE POINT OF BEGINNING: THENCE SOUTH 86'40'03" WEST A DISTANCE OF 274.13 FEET THENCE NORTH 01'08'35" EAST A DISTANCE OF 30.66 FEET THENCE SOUTH 88'51'25' EAST A DISTANCE OF 272.38 FEET TO SAID WEST MARGIN OF NOUTHCENIER PARKWAY' THENCE SOUTHERLY ALONG SAID WEST MARGIN ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 05'4526' EAST HAVING A RADIUS OF 991.37 FEET AN ARC DISTANCE OF 9.31 FEET THROUGH A CENTRAL ANGLE OF 00'32'18` TO THE TRUE POINT OF BEGINNING. PARCEL IA AREA = 47,946 SO.. FT. A PORTION OF SECTIONS 26 AND 35 IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 28; THENCE NORTH 874557" WEST ALONG THE SECTION LINE A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 1159'33" EAST ALONG SAID WEST MARGIN A . DISTANCE OF 41.27 FEET THENCE LEAVING SAID WEST MARGIN NORTH 874557" WEST A DISTANCE OF 27000 FEET, THENCE NORTH 1159'33" WEST 23554 FEET THENCE SOUTH 474557' EAST 210.00 FEET TO THE SAID WEST MARGIN OF SOUTHCENTER PARKWAY,: THENCE SOUTH 1159'33" EAST ALONG SAID MARGIN 194.27 FEET TO THE POINT OF BEGINNING. PARCEL F. AREA = 358,971 SQ. FT. THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER: AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35. TOWNSHIP 23 NORTH. RANGE 4 EAST W.M.. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - J/1 T I ACM LAND 1 azE ouRvw°r PARKWAY' SUPENCENTEN LOCATED IN PORTIONS OF SECTIONS 28 & 35, T. 23 N., R. E., .. W.M. PARCEL E AREA = .291,468 SO. PT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER: AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, RM., IN KING COUNTY, WASHINGTON; AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER; AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N.; IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 8744'08' EAST ALONG THE NORTH LINE OF SAID NORTHEAST. WARIER A DISTANCE OF 14016 FEET TO THE TRUE POINT OF BEGINNING: THENCE SOUTH 025412" WEST PARALLEL TO THE WEST UNE OF SAID NORTHEAST QUARTER A DISTANCE OF 89423 FEET TO THE NORTH LINE OF THE SOUTH 430" FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35: THENCE NORTH 8750'09" WEST ALONG SAID NORTH. LINE A DISTANCE OF 14016 FEET TO THE EAST UNE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 875057" WEST ALONG THE NORTH UNE OF THE SOUTH 430 FEET. OF SAID NORTHEAST OUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT'S FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES,' FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD Na 972, THENCE NORTH 1 WEST ALONG A. UNE 6 FEET DISTANT NORTHEASTERLY. MEASURED AT RIGHT ANGLED FROM -SAID EASTERLY MARGIN A DISTANCE OF 1721.TO?OWE . THENCE. CONTINUING' ALONG SAID UNE,6. FEET DISTANCE NORTHEASTERLY ALONG .A. CURVE TO THE :RIGHT HAVING A. RADIUS OF .919.37 FEET, AN ARC DISTANCE 210.78 -FEET THROUGH A, CENRAL ANGLE OF 1358'08. THENCE NORTH 0198'35 EAST ALONG SAID UNE 6 FEET DISTANCE NORTHEASTERLY A DISTANCE OF 28511, FEET TO THE NORTH LINE OF RAE„SWTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION AB, THENCE SOUTH 87,55'53' EAST ALONG SAID NORTH UNE A: DISTANCE OF 62520 FEET'OR THEIWEST UNE OF THE SOUTHWEST QUARTER OF TTIE,SWTHEAST QUARTER OF SAID SECTION 26,;' THENCE SOUTH 8755'02" EAST ALONG THE NORTH LINE OF SAID, S OUTHWEST WARIER OF THE SOUTHEAST QUARTER A DISTANCE OF :14016 FEET TO THE TRUE POINT Of' BEGINNING: EXCEPT THE NORTH 2 FEET AS CONVEYED TO ONE CITY OF TUKWLA FOR MINKLER BOULEVARD BY WARRANTY DEED UNDER,RECORDINO Na 9408280.725 BEGINNING AT THE NORTHWEST CORNER OF SAID NW QUARTER OF THE NE QUARTER: THENCE SOUTH 0224'12' WEST ALONG THE NEST LINE OF SAID NORTHWEST OuARTER OF THE NORTHEAST QUARTER, A DISTANCE OF 894.47 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE TRUE POINT OF BEGINNING; THENCE NORTH 875057" WEST ALONG SAID NORTH UNE A DISTANCE OF„�,,1177.29 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE 'OFSOUTHCENIER"'PARRWAY (FORMERLY 57TH AVENUE SOUTH); THENCE SOUTH:115903` EAST ALONG SAID UNE A DISTANCE OF 322.74 FEET THENCE ALONG -A CURVE TO THE LEFT HAVING A RADIUS OF 107,24 FEET, AN ARC DISTANCE OF 141.96. FEET THROUGH A CENTRAL ANGLE OF 75'50'36" TO A UNE J8 FEET NORTHERLY OF THE CENTERLINE OF.SOUTH 180TH STREET THENCE SOUTH 8750'09" EAST ALONG SAID UNE A DISTANCE OF 576.70 FEET TO A LINE 740.70 FEET. WEST OF THE EAST LINE OF. SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35: THENCE NORTH 0151'39' EAST A DISTANCE OF 553.89 FEET TO A. POINT SOUTH 0151'39" WEST 5000 FEET FROM THE SOUTHWEST CORNER. OF THE TRACT OF LAND'CWVETED TO BRUCE E. MG CANN. ET AL, BY DEED RECORDED UNDER RECORDING Na 7208170551; THENCE NORTH 8755'02" WEST 230.00 FEET; THENCE NORTH 0151'09" EAST 4000 FEET THENCE NORTH 8755 WEST A DISTANCE OF 21809 FEET' TO 'A POINT 14016 FEET EAST OF THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35: THENCE SOUTH 0224'12" WEST A DISTANCE OF 209.26 FEET TO THENORTH LINE OF THE SOUTH 430 FEET OF SAID NORTH WEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 0750'09" NEST A DISTANCE OF 140.16 FEET TO THE TRUE. POINT OF BEGINNING. PARCEL C: AREA = 205,913 SQ. FT. - THOSE PORTIONS OF THE SOUTHWEST' QUARTER OF THE NORTHEAST QUARTER AND SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, ALL IN SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST, WIN., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER: THENCE SOUTH 8854'46" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 449.'30 FEET THENCE SOUTH OINS'14" WEST 36.0 FEET TO THE SOUTHERLY MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING: THENCE CONTINUING SOUTH,0I125'I4" WEST 385.78 FEET; THENCE NORTH 8854'46' WEST 424.89 FEET `. THENCE SOUTH. 6658'00': WEST 103.76 FEET THENCE SOUR 58'2050" WEST 74,23 FEET TO THE. EASTERLY MARGIN OF 57T14 AVENUE SOUTH (SOUTHCENTER PARKWAY); THENCE NORTN 08 EAST ALONG SAID EASTERLY. MORON 316.06 FEET - THENCE' NORTH 14'46'53" EAST ALONG SAID EASTERLY;MARGIN 63,77. FEET;. THENCE.ON SAID EASTERLY MARGIN ALONG A CURVE TO TALE RIGHT HALING ; A' RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 7618'21 ", AN - 2:' DISTANCE OF 66.59 FEET: THENCE SOUTH 8854'46" EAST ALONG THE SOUTHERLY MARGIN OF SAID SOUTH 180TH STREET 48516 FEET TO THE TRUE POINT OF BEGINNING. , T8 - PARCEL H: EASEMENTS FOR ACCESS AND RECIPROCAL PARKING AS ESTABLISHED IN KING COUNTY RECORDING NOS 8301030385, 8912290559 AND 8912290860 AS AMENDED UNDER RECORDING NO 9507210280; EXCEPT ANY PORTION LUNG WITHIN PARCEL B ABOVE. (FOR THE BENEFIT OF PARCELS B, C AND D) SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. PARCEL 1: A NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS A STRIP OF LAND 50 FEET IN MOTH, AS ESTABLISHED BY RECORDING NO 8411300790 AND DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION BY DEED RECORDED UNDER RECORDING Na 7111100109 THENCE NORTH 07'55'02' WEST A DISTANCE OF 660.70 FEET: THENCE SOUTH 01'51'39" WEST PARALLEL TO ANDOVER PARK WEST A DISTANCE OF 50.00 FEET; THENCE SW TH 8755'02" EAST A DISTANCE OF 930.70 FEET TO THE WEST MARGIN OF ANDOVER PARK WEST THENCE NORTH 01'51'30" EAST ALONG SAID NEST MARGIN DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER OF SAID TRACT OF LAND CON LEYEO BY RECORDING Na 7111100109: THENCE NORTH 87'55'02" WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 27000 FEET TO THE POINT OF BEGINNING. (FOR THE DESERT OF PARCEL F) SITUA IN THE COUNTY OF KING STATE OF WASHINGTON PARCEL 0: A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS ESTABLISHED BY RECORDING NOS 7305020527, 7409130481, 8406011037 AND (FOR THE BENEFIT OF PARCELS E AND F) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL K A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS ESTABLISHED BY RECORDING NOS 7805120170. 7908230752 AND 8503080485. (FOR THE BENEFIT OF PARCELS B, C AND O) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. CHADWICK & WINTERS LAND SURVEYING, INC. 4011 STONE RAT NORTH, SEATTLE, W'A, 88105 PHONE \ PAX: (206) 652 -8806 PROJECT 4: 4 -20 35 DRAWING: PRKW -LOL:0 CLIENT: K.P.F.F. SHORT 6 0 �r�rr.rrrr► am oi o. OCT 3 0 1 998 PERMIT CENTER 8 0 00 0 0 15 1q (8.44, 2 Av46Ite TB4Wn s P . a 0 09? P.323 FAX 003.227.7980 CANOPY ABOVE rrYPJ ION WITH EXTERIOR EDGE OF CANOPY INSTALL NEW WHEEL STOP, SEE DETAIL 1 /d3 FINISH SCHEDULE SYM D ESKNATION MA e NOT USED e NOT USED e NOT USED e 01-1.11 e' SPLIT FACE WITH CENTER SCORE • 0M11. RECESSED 4' SMOOTH F400 e 8 MN HIGH CONCRETE COLU CURB e ALUMINUM STOREFRONT SYSTEM - Ex19TING e SYNTHETIC PLASTER SYSTEM e METAL COPING e ST DOOR AND FRAME - EXISTING e (E) CANOPY, PAINT e (E) BUILDING WALL, PAINT • WEAL - BEE DETAIL 4/42 OUTLINE OF EXISTING BUILDING, TYR, NEW PLANT -ON, NON - STRUCTURAL MASONRY CANOPY COLITINS MR/ (TYR./ (TYPJ (TYR) ITYP.) HOBBY TOWN USA CUCINA CUCINA REST. O FLOOR PLAN 1 SCALE: 1 /B' • I' -0' (TYPJ (N.I.C.) FINISH /COLOR �3— SYMBOL DESIGNATION e COLOR C -I e COLOR C -2 'BEHR SAM -4 SILVER MUSHROOM e COLOR C -3 e COLOR C -4 • COLOR 0 -5 GLGYEBEIGEW e COLOR C -S e COLOR C -1 e COLOR 0 -0 HBEHR'9441-3 EMORY VIOLET e COLOR C -9 10 COLOR C -10 II COLOR C -11 Ip COLOR C -12 e COLOR C -13 O ELEVATION - HOBBY TOWN USA `Z BC4LE, Iro• • ( -0' O `3 ELEVATION - HOBBY TOWN USA SCALE, I /S' • 1.0 NEW RANT -ON NON - STRUCTURAL MASONRY CANOPY COLUMNS ITYR/ CUCINA CUCINA REST. (NIL., OUTLINE OF EXISTING BUILDING WALLS. TT, NEW PLANT -ON, - 811RUCTURAL MASONRY CANOPY COLUMNS (TYPJ 15 ILLER' 0531W GRAY DIGNITY e COLOR C -IS 11 00L00 0 -11 e 00 /00 C -10 MT= e COLOR C -)0 11 00L0R C -11 t1 COLOR C -22 e COLOR 0.23 R4 COLOR C -24 .IOUDRIFT WHITE t5 COLOR C -25 T" OUTLINE OF EXISTING BUILDING, TYR err, (TYR) )TYPJ 0 B B • IS a 11 v .1 ill ® NI O ELEVATION - HOBBY TOWN USA 4 ' SCALE, I /0• •.I'-0' V18-0340 O INSTALL NEW WHEEL STOP. SEE DETAIL 1 /A2 -� NEW PLANT -ON, NOI- STRICTIURAL ( 40ONRY C4NOPY LUPINS !TIP.) INSTALL NEW WHEEL STOP, OUTLINE OF 009TIIYa SEE DETAIL 1142 BUILDING WALLS, TY, OUTLINE OF 00161174, BUILDING, TYP. 0 0 WW PLANT -OR, NON STRUCTURAL MASONRY CANOPY COLUMNS(TYP1 NEW S -ON, NON-STRUCTURAL MASONRY CANOPY COLUMNS (TYR) (EXISTING) ALIGN WITH EXTERIOR EDGE OF CANOPY CHEC MEDICAL O FLOOR PLAN 5 TYPJ (TYR) - ( TYR/ ®® ELEVATION - CHEC MEDICAL 004LE, 1/0' • 1.0' (TYP.) (710.) (TYPJ (TYR) (TYR..) O ELEVATION - CHEC MEDICAL 7 0C4LE, 110' • I' -0' O 8 ELEVATION - CHEC MEDICAL SCALE, I/O' • I' -0' A1. NEW PLANT -ON, NON-STRUCTURAL MASONRY CANOPY COLUMNS (TYPJ 1 NEW PLANT-ON, NON - STRUCTURAL MASONRY CANOPY COLUMNS(TYPJ ED U z ARCHITECT CHITECT I 6PRYIF"/✓/ MGM y W I Z W O z 0 � CE 2 oa W J P \ z 0 z z PROJECT NO. 9111I.o DRAWN BY G CHECKED BY RS DATE' SEPT, 14, F �B REVISION OCT.., 90 M CLARIFICATION BENNER STANGE NEW PLANT -ON, NON STRUCTURAL MASONRY (TYR) Y ASSOCIATES ARCHITECTS, P.0 5000 S.W. MEADOWS AD SUITE 43C LAKE OSWEGO, OR 9703E (503) 870 -0234 FAX (503) 870 -0235 FLOOR PLANS and ELEVATIONS CHEC MEDICAL and HS BBY TOW) Al F.FF B a-a NOTE. SEE SHEET Al FOR FINISH EHEDULE TYPICAL COLUMN O ELEVATION • CHEC MEDICAL 5 O 1 COLUMN CANOPY SECTION SCALE I /2" = 1' -0 NOTE. SEE SHEET Al FOR FINISH OHEDULE De—o31-16 WEEP AT COLUMN O SCALE HALF SCALE TYPICAL COLUMN © ELEVATION a HOBBY TOWN USA 0 TYP. WHEEL STOP SCALE, CC . F -O' SCALE. k' = F -M EXTERIOR INSULATION FINISH AND MOISTURE DRAINAGE SYSTEM OVER 1 N• RIGID INSULATION OVER WDERLATFENT OVER SHEATHING WILDING PAPER OVER EIBSTRATE LAPPRG INTO VINTL TRACK FASTENER REPFCRGSG MESH EMBEDDED IN BASE COAT OVERLAP PI G MTL DRANASE TRACK VINTL MANAGE TRACK BRING PINE! OF DRIP EDGE TO END WEEP OF0 /PG SEALANT WITH CLOSED CELL BACKER ROD (DO NOT BLOCK TRACK DRAIN HOLES) MASONRY WALL OR COLUMN STANDEG SEMI PARAPET COPING ON I0 FE OVER GOVT. BEVELED EDAR 9HIM - 9EE DETAIL 3 /AS.I FASTENER AT IS" OL. WITH NEOPRENE WASHER TOP OF PLATE A SEE ROOF PLAN V SEALANT (e -I) tOP PLATE WALL FLASHING OVER 15• FELT ON I, PLYWOOD SHEATHING SEE DETAIL T/A6.1 PLYWOOD - SEE STRUCTURAL Z); ( COPING AT FRAMING � 3 SCALE: I I/2" = I' -0" 01600 SYNTHETIC PLASTER SOFFIT VENT RE. A3.1 SCALE: HALF SCALE 09240 IAPPFRO PED 101 1 1 3 1903 —65-oric 000 a1„ E EI EO of NEw1 o OCT 3 O 1080 MIST CBHTES CC I"0 y W W a Z W U cc z W `� <z z 0 C Q PROJECT NO. 9/111.0 DRAWN BY oLe CHECKED BY: as DATE: SEPT. 14, 1998 REVISION BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. BUTTE 430 LAKE OSWEGO, OR 97035 (503) 870 -0234 FAX (503) 870 -0235 CANOPY SECTION DETAILS A2 (E) ROOF (E) GL BEAM (E) S.0 L 4x4 GL A3 (L (E) GL Sex21-- (E) 4x16 • SIM.) (E) CANOPY 4 GA STUDS • IS" o.c. S4-EATHING F O CANOPY SECTION 1/2“.1.-o. 4"-IS GA STUDS • 16" oz. SHEATHING (2) • 10 WS, TYP. EA SIDE OF w/ (3).4" 4 BOLTS x4x ONE SIDE • SIM, T. L 1x4x (1. 4x4W4 • SIM.) CI-1U PIER TEN. EA STUD 995-0 (E) 35 t 4 NEW STU WALL BLOCKING AS REDD. SHEATHING IREF. 2/64:3 6 GA STUDS o 16" o 4, (E) SLAB ON GRADE - CONT. 6"-Es GA. TRACK LAPPED • COMERS 4 FASTENED w/ (2) SCREWS -6 GA. STUDS • 16" oz. PRECAST WALL CANOPY SECTION SHEATHING REF. 2/54.5 6 GA. STUDS • 16" oz. BUILT-UP METAL STUD HEADER CMU PIER REF. PLAN PEDESTAL REF. 10/852, SIFt (E) GL BEAM (E) SOC. (E) ROOF OPP. 4 GA. STUDS • IS or. (E) CANOPY FRAMING SIDEWALK BY OTHERS CANOPY SECTION SHEATHING 4 GA. STUDS • 16" or. (2) • 10 SCREWS EA. SHEATHING 4 GA. STUDS • 16" 0 4. (2) .10 SCREWS EA. CPU PIER CONC. PEDESTAL REF. 10/852, Ti1 3 1990 B 11LDINS DIVISION w F- z w 0 0 z 1.4 cc D f `\ co z cr a- PROJECT NO. 41592.434 DRAWN BY CHECKED BY : DATE •/2000 REVISION : A 3-20-SS P.C. REV.. PERMIT SET Consulting Engineers I 1 I SW Mr Avenue SO. MO Partft* CV•par 177104 50J-V7-0251 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5003 EI.W.1,EADOWS RD. SURE 430 LSCE CfAVEGO, 07201 FM :01 S70-0205 n CANOPY. SECTIONS 84.3 - 111111 TYP. ° STAIR ON GRADE 19 CONC. STEM AT STAIR 1' =1• -0" SASEIE 2#8x1'.10',° w/ (2) we HAS S UPEI¢ Nam 55155 GRADF ST (E) FT(r, w/ HILTI HEA 12 • EPDXY ANCHORS • 8" oc, EMBED 6 ", TYP. BEm(ON d A C®NN:,`TO SHEAR ` WALL (N) SPREAD FOOTING PER PLAN It5'/ CLR 17 CONC. PIER AT GART (5)8.0.G. •4• Ib "o EACH WAY (2)• REF. ARCH. FOR STAIR DIMENSIONS • 4 NOSING BAR •4• lb" oc. EA. WAY • 4 DOWELS • lb" or, EMBEDED 4" INTO (E) S.OG. w/ EPDXY STAIR ON GRADE REF. 18/852 13 (E) WOOD COLUMN (E) CONC. TILT -UP WALL IV," NON - SHRINK GROUT (E) CONC. FOOTING ROUGHEN CONC. CONTACT SURFACE MIN. 1 4' AMPLITUDE 14 TYP. GRADE BEAM DETAIL 10 TYP. PIER FOOTING 5.0G. NEW TS COL. TO (E) FOOTING DETAIL GRADE BEAM DOWELS TO MATCH VERT. REEF. TYP. GRADE BEAM AT FOOTING DETAIL f 9� CONC. PIER AT GART NEW TS COL. REF. PLAN FOR SIZE NEW CONC. SLAB ON GRADE ASE R REF. 15x1x1' -0" w/(2)'4" $ B A.'S DRILL AND EPDXY 6" INTO CE) CONC. FIG. r NEW CONC. tk ir 6 Ili 2.6 • 6 DOWELS • 12" 0.0. MAX. 6 4" FROM FOOTING EDGES. DRILL 4 EPDXY N" INTO (E) CONC. FOOTING. (2) • ®Z DOWELS. WHERE GRADE BEAM FRAMES MTO AN (E) FOOTING, PROVIDE !2) • 5 ▪ D DRILL AND EPDXY 6" INTO (E) FOOTING. 'PIPE COL. BY OTHERS , =ED E '4x10x0' -I0" wi (4) • 6x3' -0" DES'S 3 SPIRAL TIE w/ 12" PITCH. PROVIDE 115 EXTRA TURNS TOP I DOT. LAP TO BE IS" MIN. SIDEWALK BY OTHERS (E) BOG. • 4 TYP. NEW SLAB EDGE TO (E) NEW'L'4x4x -6" w/ (0)40; EPDXY AN INTO PIPE -CAST AND.( 4 4 "6 EPDXY AN INTO CMU, TYP. (12" • SIM.) NOTE; CENTER ANGLE BETWEEN ROOF AND SLAB. 2' -0" MIN NEW SLAB EDGE NEW SIDEWALK REF. ARCH. • 4 DOWELS • 24" oo. EPDXY INTO (E) CONC. SLAB USE HILTI HIT C -100 EPDXY REBAR DOWELS TO MATCH VERT. REINFORCEMENT 4 0 TIES • 4" oz. 4" CHAMFER CONC. SIDEWALK BY OTHERS (E) CMU (E) CMU SHEAR WALL NEW e" CMU ALIGN OUTSIDE FACE OF CMU wi PRECAST NOTE: SHORE (5) ROOF/MEZZANINE STRUCTURE DURING REPLACEMENT OF (E) WOOD COLUMN. REMOVE (E) BASE PLATE AND BURN OFF (E) ANCHOR BOLTS FLUSH WITH SLAB. Its" NON - SHRINK GROUT BASER 4x12x1' -0" w/ (4) '4'V HILTI KWIK BOLTS (EMBED 4'4 ") IN" NON- SHRINK GROUT SIDEWALK SLAB REF. (E) FOOTING ARCH. 1 N' (E) PRECAST WALL • 5 x �• DOWEL 45' c.c. ALIGN w/ BOND BEAM STEEL IN CMU USE HILTI HIT C -100 EPDXY (E) PRECAST WALL • 5 x BAR • 48" o.o EPDXY INTO PRECAST PANEL / HILTI HIT C -100 TYP. CMU TO PRECAST WALL NEW TS COLUMN REF. PLAN FOR SIZE (E) SLAB AND THICKENED FOOTING E) CMU TIE TO (E) PRE —CAST O NEW TS COL. TO (E) FOOTING 7 TS 5x6 REF. PLAN (N) 4" BOG. (E) BAG. REF. 4/552 FOR EPDXY DOWEL Cow TO (E)5.00. 4" EMBED' •4.16" so, EACH WAY TYPICAL CMU TO (E) PRECAST AT CORNER OS.O.G. CONN. TO (E) SLAB EDGE NEW METAL STUD/ PLYWOOD SHEAR WALL I:� :iMUA11 d • 4 I e DOWELS • 48" oc. 5 SLAM CUT BACK AS ROOD. FOR INSTALLATION OF WALL AND FOOTING NEW 4" SLAB DOWEL TO (E) SLAB w/ • 4 DOWELS • 48" oz. EXTEND 18" INTO (N) SLAB 'N • 4 x I' -6" DOWELS • IN" or. EMBEDED 4" INTO (E) SLAB EDGE w/ EPDXY GROUT REF. I/55.1 FOR UNDERSLAB REQUIREMENTS S.O.G. REF. PLAN UNDISTURBED SOIL S .O.G. CONN. TO (E) SLAB EDGE NEW 6 " 44 GA. TRACK w/ z "6 HILTI KWIK BOLT E • 24" oz. 'p �,`IIiOV I f D NO) 131998 N) SHEARWALL TO (.F 8" CMU REF. GEN STRUCTURAL NOTES FOR REINF. DOWELS TO MATCH VERT, REEF. 11 4 EM. SIDEWALK REF. ARCH. (3) • 4 CONT. R cmAovE "u.199tl OCT 30 re90n osxre9 NEW , TS COL. /FOOTING CONN. n (N) e CMU /SLAB AT (E) '° SLAB PROJECT NO. 91552 - 9I DRAWN BY CHECKED BY DATE ea•/9S REVISION Q 3 -20 -88 P.C. RESP. ® GART/BABIES REV. 5 -15 -S5 PERMIT SET Cansuit g Engi sere OWS11 Awn* ••s Mm r•ra organ Wrw 600-2174461 ST ASSOCIATES -i ARCHITECTS, P.C. E000 B.W. AEA YB StIrE 433• LAKE MECO,, OR 97100 FAX (000) 07O -O 6. BOND SEAM TYP. CONCRETE DETAILS 3 .-P. , CJP (E) 4x14 TS 6x4xa5 REF. I1/S62 FOR E) (E) " E) 6" REINF. MASONRY 5 4x4x'4 (E) PLYWOOD EARING R 414590-10" w/ (2)'4" m RODS EMBEDED 14" INTO GROUTED MASONRY / HILT! 14E4 EPDXY ANGLE PER 11/ 567 SHEATHING EDGE SCREWS TRACK BLKG. STEEL JOIST BEVELED NAILER IE FASTENED To STEEL THREADED S TUDS 32" oc. TS OR 2F— (E) WOOD NAILER IE BEAM (METAL SND WALL • SIM.) CANOPY BRACE CONN. O JOIST TO STUD CONN. 12 (E) PLYWOOD TS KICKER KICKER CONNECTION AT HORIZONTAL TS l " CANOPY BRACE CONN. HORIZ. T5 H T ,- ---- '"' LENGTH E) CANOPY L 4x4 4'1ER 160 NAILS • 6" oz. CMU PIER (1) 4 "4 ANCHOR BOLT EACH END OF PIER SHEATHING (2) • 10 SCREWS EACH JOIST EDGE SCREWS (3) • 10 SCREWS EACH JOIST TRACK BLOCKING SHEATH STEEL JOIST SHEATHING METAL STOPS (4) • 10 SCREWS EA, STUD •10 SCREWS • 5" oz. SHEATHING REF. ARCH. METAL STUD METAL STUD • 10 SCREWS •6" oz. METAL TRACK SHEATHING TRACK BLKG. (NO BLKG. • SIM.) STUD TO JOIST CONN. BENT R 16 GA. SHEATHING STEEL JOIST k0 3`-1( O EDGE SCREWS CONT. 18 GA. BENT R w/ I'9" LEGS STEEL JOIST ROOF TO WALL CONN- 4).10 SCREWS SENT R;: IS GA w/ 2" LEG HORN. 4 4" LEG VERT. (2) • 10 SCREWS 19 MU PIER CONN. TO (E) CANOPY 1 STUD FRAMING AT RIDGE 'INDEXED ENDS' FOR PUNCH -OJT ALIGNMENT NOTE' IN CURTAIN WALL APPLICATION, ONLY ONE SCREW REQUIRED AT BOTH SIDES STUD TO TRACK - SCREW ATTACHMENT STUD TO TRACK N.T.S. WELD ATTACHMENT O MUTIPLE STUD 9 N.T.S. BLOCK FROM. PIECE OF METAL STUD 16 GA. CLIP ANGLE SHEATHING STUD BLOCKING MS BLOCKING, SIZE AND GAGE TO MATCH STUDS, PLACE AT END OF WALL AND AT B' -0 "oz. VERTICALLY: WHERE SHEATHING OCCURS ON (E) FACE, STRAP MAY BE OMITTED •8 SMb. EA. STUD FLANGE O O FLAT STRAP 14 1119 =1 10 N.T.S. EDGE SCREW 11 SHEATHING • (E) FACE WHERE OCCURS CONT. IS GA BENT IE w/ IH" LEGS SHEATHING l'ETAL STUD w/ (3) • 10. SCREWS TO. EA VERT. STUD, 11 S' =1* -0" rk METAL STUD CONN. (2) NO. S SCREWS AT BOTH SIDES JOIST MULTIPLE STUD TO TRACK l(E) 2x • SIM.) TO TRACK ALT. COW'.: CLIP ANGLE w/ S.M.S. EA END STUD FRAMED WALL 4) SCREWS SHEATHING TO BLOCK 4)'8 8M9. AT BLOCKING SPLICE STRAP ONLY AT BLOCK B GAEL O" CONT. FLAT STRAP • 4' -6 "oz. VERT, TYP. • INT. FA. STUDS. (STRAPS ARE NOT READ. F ALL STUDS IN A WALL ARE COWJ'D. DIRECTLY TO BLKG.) NOTE FOR ALT. LATERAL BRACING. LATERAL BRACING 18 GA TOP TRACK REF. 8/862 FOR CORN. SHEATHING TYP. I) • 10 SCREW EACH STUD, TYP. METAL STUD METAL TRACK / (2) • 10 SCREWS EA. STUD, TYP. ROOF TO WALL STUD CONN. SHEATHING • 10 SCREWS • 6" otl. METAL JOISTS REF. PLAN FOR SIZE 4 SPACING CONT. METAL TRACK 9/ (2) • 10 SCREWS EA STUD, TYP. STUD LATER SCREW A (3 THRU. BRACING MENT RS) BOTH SIDES STUD LATERAL !BRACING WELD ATTACHMENT (351," OR SMALLER MEMBERS IN 16 GA. OR HEAVIER THICKNESS) D LATERAL .BRACING WELD ATTACHMENT (3 THRU 8" MEMBERS) (1).10 SCREW EACH STUD • 10 SCREWS • 6" 0.4. TIP. EDGE SCREWS TYP. EDGE SCREWS SHEATHING ROOF TO WALL STUD CONN. IIq "x2 "xl6GA. CLIP ANGLE, 4" LESS THAN STUD WIDTH, (4) E5"4, 5 -12 SCREWS REQUIRED Ill" COLD-ROLLED CHANNEL BOTH SIDES 'xI6GA. CLIP ANGLE, 88 THAN STUD WIDTH W ' " END R. TYP. HEN HORIZ. TS WIDTH EXCEEDS TS COL. WIDTH T5 COLUMN TS BEAM 1 L 4x4x'•x0' -4" 144 (E) 4x14 PURLIN ((E) 4x12 • SIM SHIM AS REQ'D. 0.145' LOW VELOCITY FASTENERS • 24" 04. METAL TRACK w/ (2) • 10 SCREWS EA STUD, TYP. AND (P.10 SCREW • 6" oz.. INTO (E) CANOPY FRAMING COLUMN TS STRUT CONN. 3 SIDES TYP. 3/16" CAP E C1C 3 SIDES TYP. F- L 4x4x'4x0' -4" TYP •L i S 44400,0.-6" 8x5 POST) 9 09TJ TS BEAM U C I W : \ 75 COLUMN /.� • / Q Q [� z REF 1/867 FOR CONE. CONN. R '491x1' -2" EACH END w/ '4"0 THRU. BOLTS R 4595x0' -10" (2) , 4"4 , THREADED STUDS (E) MASONRY WALL 5' EGA. TRACK S" 18GA. JOISTS L 4x4xI4 w /'4 "4 BOLTS • 48" 04 EMBEDDED 6" INTO (E) MASONRY w/ EPDXY GROUT lix5x0' -9" w/ (2) AE • 5" oz. ON Si" NON- SHRINK GROUT, PROVIDE HOLE IN IS BM CUT TO CLEAR BOLT HEADS :BM. CUT TO CLEAR BOLT HEADS/WASHERS. 043. PIER TYP. STUD LATERAL BRACING Go TS BEAM CONN. TO CMU PIER 1 -r rc cm OF *M nri In,4 PERMIT CENTER S6.2 F y x F LYI 0 z 2 PROJECT NO. 91502 -•I DRAWN BY CHECKED BY DATE 4 /2•/9D REVISION A, 3 -20 -98 P.C. RESP. ® GEN. REV. 5 -15 -98 PERMIT SET Consulting Engineers m a• rorw u.cm 012. sm- 07.141 a C ° RE °� BENNER METAL DECK CONN. TO (E) MASONI "s'L?�e ASSOCIATES Y' =1' -0" g`IILISIbT'- ARCHITECTS, P (E) CANIOFT SEE S.W. e ADO E ID. SHEATHING LAKE OE) CR MOO METAL STUD 1 11 0.1450 LOW FAX (800) 870-0 VELOCITY . I A WALL STENERS �a +S )_i 4 F. DETAILS uMU ri�x uuiviv. ru ra uuL. 13 CANOPY CONN. TO (E) ROOF 1 ° =r - o° 1.._1•_0„ ,. ,.�-- P.T. 4x12 w/ 3 4'4 , ANCHOR BOLTS e I6" o.o. ANOPY CONNECTION ROOF — PARTIAL PLAN x0'_10" M ir MINIM ® HMI=2 ioi® .0 = d. «_ 661 ' TJI BEYOND R it;cEo :, =10" w/(2)'4 0 .. BOLTS TYP DEL TJI'0 CTRD. AT CANOPY BRACING. PROVIDE EDGE NAILING OF RCO' SHEATHING TO. TJI'e`ALONG ENTIRE LENGTH WEB BL TO WIND BY JOIST BRACE, TYP. I'FR (2) . SIMPSON HTTI6', 4301,BOLTS STRAP EA. SIDE METAL , STUD CONN. TO TS = 9' 171'6-D346 NOT USED 0' E IAx3x-1" (R 1 4,3=0-0" • eZ1.1 w/ (I) 2 "e AN.�HOR BOLT, TWO SIDES OF TO COLUMN, TYP. (2).4" 0 x 6" METAL STUD LAG BOLTS (0) 2x4', • 24" oc. (0) SHEATHING 1E I,4 w/ (4) '04 "0 4301 BOLTS TS BRACE -" (E) GL 5 8x22 z BEYOND NOTE: METAL JOIST FRAMING NOT SHOWN FOR CLARITY DEL TJI', CTRD. AT CANOPY BRACING. PROVIDE EDGE NAILING OF ROOF SHEATHING TO TJI', ALONG ENTIRE LENGTH SIMPSON HTTI6 STRAP EA. SIDE NOTE: METAL JOIST FRAMING NOT SHOWN FOR CLARITY TS 4x4( 4 WIND BRACE S IA/x6 w/ (4).4 THREA DED STUDS TO WIND GIRT REF. 13/503 FOR CONN. T O (E) BEAM (E) GI- a x)(24 BEYOND (E)GL 6,4x3115 TY TS BRACE, TYP. (2)'4" 0 A301 BOLTS x 10" BENT R (0) GL 6'4x31 (E) 4,10 E: '4 w/ (4) .4" 0 A301 BOLTS TS 4x4x (0) GL 6'4x3114 EDGE SCREWS TYP TS WIND GIRT (2).4" 0 ANCHOR BOLTS w/ 6" EMBEDMENT TS WIND BRACE, TYP. (2) 45" • .4301 BOLTS a5" x 10" BENT IE 8" CMU NOT USED O CANOPY CONNECTION TO ROOF TO BEAM PLYWOOD OR 0510 SHEATHING (2) 6 " - GA. JOISTS O SECTION AT BUILT —UP 10 a ° ol _0 DEL TJI', CTRD. AT CANOPY BRACING. PROVIDE EDGE NAILING OF ROOF SHEATHING TO TJI'•'ALONG ENTIRE LENGTH WEB BLKG BY JOIST MFR SIMPSON HTTI6 STRAP EA. SIDE NOTE, METAL JOIST FRAMING NOT S1-101151 FOR CLARITY 3 -12 3 - 12 SHEATHING. REF. ARCH. 8/062 REF. 5 /Sbb FOR CONNECTION CONT. L 4,4x'4 (BENT R 6x4x (LLH) • SIM) O STUD FRAMING CONNECTION 3 =l' -0" TAL STUDS CONT. METAL TRACK TAL JOISTS .10 SCREWS • 6 "oq TYP. (4) LOCATIONS AIMING REF. ARCH. CONT. METAL TRACK HEADER EDGE NAILING TS WIND BRACE R '5x5x0' -10" w/ (21%" 0 A301 BOLTS GL BEAM WIND GIRT CONN. AT ROOF "TYP. TO WIND. BRACE 2) V. • A301 BOLTS IISI' x 10 ": BENT IE TO SECTION STUD FRAMING CONNECTION 3" =1 -0" METAL STUD (4) NO. 10 SCREWS. TYP. STUD FRAMING CONNECTION METAL STUD SHEATHING REF. ARCH. STOREFRONT REF. ARCH. CONT. TRACK w/ (2) NO. IS SCREWS EA. VERT. STUD (REF. 8/562) METAL STUD SHEATHING REF. ARCH. STUD FRAMING CONNECTION 3' =1' -0" METAL STUD BENT IE (L 4x4xIOGAx0 -4" • 4" METAL STUD L6x4x16GAx 82 • 6" METAL 51UD) w/ (2) 0.145" 0 LOW VELOCITY FASTENERS INTO TO 4 (2) NO. 10 SCREWS INTO STUD ((4) NO. 10 SCREWS • SIM) (NOT AT SIM) ST Tx STUD9 (E) 2x STUDS METAL STUD SHEATHING. REF. ARCH. REF. 8/567 GL BEAM REF. 8/867 SHEATHING. REF. ARCH. STUD FRAMING TS STRUT CONN. MIN (0) 2x SHEATHING TYP. EDGE SCREWS STUD CONN. TO GL BEAM ROOF SHEATHING SHEATHING, REF. ARCH. ONT. IS GA. BENT R w/ Iwo" LEGS. FASTEN TO EA. STUD w/ (I) No. 10 SCREW, TYP. (2) No. 10 SCREWS, Z TEN. 4" -18 GA STUDS • 16" oc. W Z.. O CONNECTION M 2 CL W (0) SHEATHING (NOT AT SIM.) Cn 04 ETAL STUDS SHEATHING, REF. ARCH. (2) No. 10 SCREWS, TYP. CONT. 18 GA. BENT R w/ 12" LEGS. FASTEN TO EA. STUD w/ (I) No. 10 SCREW CONT. 4 " -IS GA. TRACK w/ (2) No. 10 SCREWS INTO EA. (0) Tx STUD (NOT AT SIM) 4 " -18GA TRACK w/ 0.145" 0 LOW VELOCITY FASTENERS • lb" o4. CM') PIER ® STUD CONN. AT CMU PIER p pROVED NOV 13 1999 HJ lA .GDNISION METAL STUD o„PoPE.�a TEl 3 0 1998 PERMIT CENTER CONT. TRACK w/ (4) NO. 10 x 2" WOOD SCREWS 4 WASHER'S ADJACENT. TO EA VERT. STUD ((2) SCREWS EA. SIDE OF STUD) cc W F- PROJECT NO. 9 - 81 DRAWN BY : CHECKED BY DATE : /28!8 REVISION : A 3 -20 -9S P.C. RESP. GEN. REV. 5 -15 -58 PERMIT SET Consulting Engineers III SW Amu. sws 1100 -m4. BENNER STANCE A880CIATEB-_. ARCHITECTS, P.C. QOOD flW. 4 LAZE OWREGO, OR 97200 FAX. (603) 570 -0733 DETAILS S6 z F z rr9