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HomeMy WebLinkAboutPermit D99-0185 - Joann Stores - Tenant Improvement• 17501 Southcenter Jo-Ann Stores, Inc. City of Tukwila c. =' (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I5 PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9067 Permit No: D99 -0185 Address: 17501 SOUTHCENTER PY Status: ISSUED Suite No: Issued: 01/28/2000 Location: Expires: 07/26/2000 Category: ARET Type: DEVPERM Zoning: TUC Const Type: III -N Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Y Streams: 2 Contractor License No: CAMCOPC064C2 OCCUPANT JO -ANN STORES, INC. Phone: 17501 SOUTHCENTER PY, TUKWILA, WA 98188.. OWNER P -3 /PARKWAY LLC Phone: 206 624 -1444 800 FIFTH AVE, SEATTLE WA 98104 CONTACT LARRY YEAKEL Phone: 206 -463 -4877 9620 SW BANK ROAD, VASHON ISLAND, WA 98070 CONTRACTOR CAMCO PACIFIC CONST CO INC Phone:' 714-250-3001 959 5 COAST DR; STE 450, COSTA MESA, CA 92626 • k******• k***• k ** ** *•k * * *** * * * * * * * * * * *, ** * * * ** sir**• k*********** ** ** * * * * * *•k **** * *•k * * * * * * *•k ** Permit Description:' MINOR DEMO WALLS, GYP. BOARD CEILING (SMALL AREAS) , LIGHTS, RETAIL SHOP FILL -IN- INTERIOR UPGRADE. *************• k********• k******************************** * * * *** * * * * *•k * * * * * * * * * *•k * * * *** Construction Valuation: $ 525,000..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: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************• k************** * ** * * ** * * * * ** * * * * * * * * *•k* * ** *'k k * * * * *•k *•k * * **•k * * * * ** ** * **� TOTAL DEVELOPMENT PERMIT FEES: $ 5,536.13 k************************************************* c***• k**• k* * *•k* * * * * * ** * *•k *•k **•k *•k * ** *9 Permit Center Authorized Signature: Date: 1` —c) 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 performance of wor'. I am authorized to sign for and obtain this development pe, Signature: Print Name:: p � /b► _-¢- 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 `1750)1 SC)UTHCENTCR PY suite: CITY OF .TUKWIL A • Perini L' No 099 =0185 Tenant Status ISSUED ;;, Type DEVPERPi App. ied: 0)5/20/1999 Parcel # 262304 9067 f Issued 01/28/2000 Wyk'!,A•Jt1.k 4.4*44 *•k *- 4**k *. *•LA ,4,. *.k*** 1: 1.****.*•**•k**14 14:* k** *•A *•**.*.k*.i4l *:k*•k•k *.•kA•A Permit 'Cond_iti,ons 1'. No..changes.:wi 11 be:,: made to the plans unless approved by the • Engineer.: and the Tukwi 1a Bu ;.1.,defi_ncr D,i,v ision 2 All perm1 ts, i.nspect i ono records,,.- and.: approved plans shall : be available at;'ther.•;:tab iTite prior to `the st,art'.'of any con- struction. Tite *CMocunientLs7.,are to be maintained and a v a i l ,able until; fgnal inspection approval. is granted 3 Electrical f{ perm I t . #ha 1;1 be '05 €'6 r ned; thr oiigh the Washington $ t6te'Div.ision ;tofu labor and industries Sand al;;l e1ectr1ca1 rwork .1wi t'ii4;be • inspetted ,by that agency C-24,8- -6630) •� 4 PTumb.ing,;,p6om'Itts sha11 be obtained thr ough',•the S6*tt1e King Courr,ty, ;Depart,inent o'f Public' ileal th,. Plumb ing, wirl�i be , . inspeo'txed `by that aagenc.y, ;including all' gas pi'pinglr ,ati (296 - 4;722)„ .r'' S Al 1 �in,,echan;t ca l „work 'shall bey' under. separate per m it; issued; `bye the�j kity of'` Tu,f:w1la.,, _,., rf.i G A`11 construc;t�ion to, be�,,done� i,n conformance with approved ti rp1a:ns and r ec uirernents of the. Un.ifo 'rim ;Bu`il;ding Code C1991;, �L Edi,trion) as am.erea d' •.•Un�ifor.m Mechani,c.a,l••'Cude (1997 Edi,tion),' h ,. r; � r s r . and, :Washington State �Ener..gy.` Code (1997;.Edition) . ,c 7 Vali.dityof: Permit. ,The= ''issuance of. a perinit or'.ap,proval.,of: p Man's, spec i f i cat.•, ons, and ;'computat ions shall not be con ti s st ue,d to be .a►.' pe'ri .i t for or .,an ap;p.r avail of any violation 2`;, P . of any o.0,i, he prov:isions'of the \,building.. :c "ode or of..any other. ordinance of the .jur i sd i 0, lori;,- No, permit presuming to,:- give _authlori.ty ",to violate o.r cancel_ the • :.pirovi;sions of , thi3 .code,'• sha 1;1:'b'e va l I'd f t, ., CITY OF T-`'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (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/Tenant: Jo - Prltl Existing use: -' Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office School/College/University El Other �❑ ® Proposed use: Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University El Other Will there be a change of use? ❑ yes gno If yes, extent of change: (Attach additional sheet if necessary) V lue of Construction: 41V2, 000 6 It-1. Site Address: (?501 5acrl1GE�✓ . City State/Zip: iz- A`r,i11K-W1t -A, WA °1815 51a .Z.. L1 -n 1 Qn Property Owner: rLP nt L 'P 1 /17 V til -7— Phone: 15'1 -- %g— S4I4 Street Address: 71 'Se.Go1`1b .tV . _, 1/•1A L i- M City State /Zip: M . n2.451 Fax #: Contractor: Phone: Street Address: City State /Zip: Fax It: Architect: G r � �1 I I-- ��� Phone: �' (P — 5� — j I Street Address: eD( —Th ?' • '' ( .� �s iis10 City State /Zip: Ilk"' . ■ ': '1 Fax #: t LfIp" 5 • -- -, Engineer: MCA-1.� -Y n�0CI ik-. 1�J-� Phone:`/ _ 2.92-_21494, I / Street Address:/� 23� (1%MM City State/Zip: -'(2 - {- 1\lDob Di.i 4122 Fax #: 2_1 Lc) — 21 2— '8 14 Oontact Person: .__ISZE_ Yets4*--L.-_-i, . )'F . _ Phone t Address: _ ZO ti); Cj _j _.,_ _.: ...t....:d ity i a a /Zi : A-5 I5i- 03N.0, kJr l . Fax #: %boo 465' 4 D scription of work to be done: N(1 t t-,o1z- .'of.4nAa wous ►�p. � , �i �^�-�- atoms Ll� �cl L - ,,, f i We —'�2tc�2 �t ) G.�� - tito 5rlx -,c� . M Existing use: -' Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office School/College/University El Other �❑ ® Proposed use: Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University El Other Will there be a change of use? ❑ yes gno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? El yes Igno Existing fire protection features: fg sprinklers *automatic fire alarm El none ❑ other (specify) . Building Square Feet: 4 D The existing Area of Construction: (sq. ft.) 43. oss o 5.F. Will there be storage of flammable /combustible hazardous material in the building? El yes o Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping Cl Curb cut /Access /Sidewalk ❑ Flood Control Zone El Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Landscape Irrigation El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt it: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous 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 app ion 21;d: q Date applica tfq eI pi p� Applicati la by: (initials) PLEASE SIGN BACK OF APPLICATION FORM C'r1I: <MIT.Doc 1/29/97 ALL COMMERC/AL/MULT!- FAM{ :_ TENANT IMPROVEMENT /ALTS ION PERMIT APPLICATIONS I4 ;JST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Z' ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED SUBMITTED Lam. ❑ 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 : ❑ g 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 :nd 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 ally ;iazaidol.is materials; dimeilsiunss of proposed tenant spai.e. 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 o Eli 0 fe olf re RI* 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 architecUengineer,, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to subrriitnthis permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY • F PERJURY BY THE L S OF THE ST TE 0 WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: Print Address name: !�t•7�.] � 'hone: _ �:f� it /`:� �r �ti� i _� il► �OP CTPCRM IT, DOC. "1/29/97 it o { $;toINFaif,IT: i�it«tb r. •i' •14ciihad *A.A•h.;t•A*A.SAhs4 A :tA. ?..A; 4k *A ;t:t.# hkh.t:lk:1 � h ;A .1 4 4 •h : • � A. *tick * • fi A • < A •h ,ti •k �• ,l •a A ;t •* P.:1800,26 'Amount;': .3 l;lll "CIS data. iotht CAi4co PACIFIC ' }1 r.tai:h, 14i-..Ii. 1)99-'0185 ' Typo' l)EVPEIIr1 -',EVE Pixrs:.:el''Dlo; •2b2.304--966r i.t a :•.Add re sa: 1..7.501 800THCIE1J.TEf1 P.y Tci:a1 Fees 53G13 ' 3.:3$7.00 ,. 'i to t; a l .ALL. Pit ti : 5,:536.13 1) i 1 aa'n c 'o t . . .0 t) ',i Ali; A;t1A,, Pick r4, h4•; 4A*, 1•• AA•.4 h. r' A'• A• kdktcA :A•tld.A, .1./.h;•Ait* *.1AAkA:A•' A:•*•;1t;1• *;til•AA•I ;4•k*4 •h Account; Code L`t3 •criui;itsrt 1ameutii: 00(032:S. 100. 1;Ul;l•t'tIi'1G - cl0P PL$ 3.352.50 '000/3E,( 904 STATE UUILI (NG SURl;ItAltt E 4.50 k #, :4•;k!s:\.4:V tic :hk•1 h*:t 1 i1 f't hl a iii 1• i": 4.4 !**h;h.ds•kk:l**. h:1 () 01 /28. /00 10;19 .:0 Tait„ TLU 1 OPi4is PE`RiiIT This P.a'vot t; 1 h.; * *A• *AkA lc * ;le A * *A•it 4HOA— Akk* ** *4( k•A *A ,. * It. *.#kA :Pc 44A.A * *A * * *• .s..k.1* *.A*-A *.k is 3.1 Y'OF 1':UKWIL.A- ; WA 1 :TRANSMIT. •t d * + •** A• k• %S *k k *}l *lk•k.k **A *.AIA 4:AkA* * *A*t * ** . 7 : TRAN8M,IT Ni mberi R98.03:Amouir t: 2 1.79.7 3 05 /2t /`:9.9-1 09:4 Pavutent' M thud: CHLCI( Notation: LARRY YEAKEL mite TL13 Permit No: D99 -0185 •Type: DEVPERt4 DEVELOPMENT PERMIT Parcel . No 26.2304- .9067 Site Address: 17501 5OUTHCEN'f(.R PY Total Fen,: 5,536.13 :;This` P;.yment 2,17913 Total AL.L. , Pmts:, 2479.i3 k3µ1 ance: 3,35'7.00 f,.A* .,,k, Jr•k>< A k***** A** AA.,i*'.* 4** 4**** A*4 1fi4k *4k•k * * * * * * * * ** *koti* * * * * *a* cc'ountt C9de Description Amount 000/345,830 ' . , PLAN CHECK -- NONRES • . 2, 179.13 MO- 06/03 9717 . TOTAL. INSPECTION,RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 o "ect: pe of I s ction: 1-15"d re �le l Iii0 e1� ---CO F Special instructions: r �: . �r : Dat want` : h �QI - ll� 1 11 a.m. m. R uester• �� e _ ' Ph ne: /`- Approved per applicable codes. J Corrections required prior to approval. tOAAMENTS: s. F t... 7. •s N . s (/ Inspector: Date: $47.00 REINSPECTION FEE R'QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: \ JAm S k O Type of Inspection: F NG( Address: 11501 SO Ce0 -I9� Date called: -� 5 '> >'d4 Special instructions: Mai W A i-;, G>rCOVie oh s i 4.e Date wanted: 8 � a.m. Requester: sU f c (414- Phone : C-c 1 *1 - 70 - 2-0.4- L1700 EApproved per applicable codes. U(I Corrections required prior to approval. COMMENTS: v V\"j"��I(A 0e ,..S0 i Vint S g 10 .. Lo. 3' g to 7.i AC i) I efe, 4'-- tfij.1 r rc.,- % )/+i--e --' A -7.��? (r, 4.4/-4._ / 6 £. -1 6:. ,- /fe. -r • )� ✓k. /L / r."✓Yi/� 2._. ige.4-i,./-- ..t ,,A,-, to--€E.101 i v /`--M Dc// CM f, mot._ i- .Grit .o---22- 0-1.001 14- 6 / ..", )7) - --0- , ... Inspector: Date:le!y .._1 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project j"' Afro, „sly.? 0 Type of Inspect P;77-7A, Ad��ss• s Date called: ,4 Special instructions: Date wanted 2 `'' p.m. `2 O Requester: Phone: Approved per applicable codes. g Corrections required prior to approval. COMMENTS: i) FIEste-a 65'.71A( 22) ai /.40A17. re%, ,_5.)/ PIT 71,-111-1— r r (5€ y) nom/ oz_ > A .4/. Inspector: , _A L. 0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Zf --dc) Receipt No: Date: 1 •:. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 4f Aim 70ht-i< U Type QA& A. 11.4, SOLPAC'5' Date called: 4 f ( apo Special instructions: )0( Date wanted: 0/ 00 . . P.m. Requester. • Ve(40 c . Phone:..4),2_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: e Date: El $47.00 REINSPECi N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 P.ttif\-iLf 10 Fok/Ar...cType opnspectliotAL it..;647146 Date cal Adfriskti t c..... ) atm Spp_cial instructions: . Date w a.m. P.m.. ReqMtretfts Phone: Approved per applicable codes. f7orrections required prior to approval. COMMENTS: Lruee 4°'" TiengrE41/41 / -U P A-46-sreWaiE, (A) ()%tk.. - c. (+Ea ty.v-rkz_r_s. cco t).61 C-P6C (46. i&(. (-72 efQ0,6 Insoy JOU1(111‘..A....411L.I Date: do 0 $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: INSPECTION NO. • INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 o�� Cclrc Type of spection: (2)UvJ (ter i d ress: 1.4,50 1 • . 11-{ h c `tA r Date called: Off- t (U0 Special instructions: • L/ Date woant�( L 1`1 / L�IJ m P.m. Request r 'PA VlA c Phon —Ic"), _ Approved per applicable codes. COMMENTS: Inspector �yL $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid , at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Corrections required prior to approval. Date: /J J Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670. Projee I IV' _j"ab (c. Type o iu dc _ AMe01 59verh crier Date called: 03 O Special instructions: Date wanted: V p.m. ON20 O Requestej -Mat Phone: 90 ) , a t3_s j Approved per applicable codes. Corrections required prior to approval. COMMENTS: • .4141 l G�rii)-,ram, Ceana 164, 4.//r, e,ed ./46A-e i- rP-/ >r1 /1, Inspector: Date: $47.00 REINSPECTION E E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 eot: 1 -r _ ; - c pf Inspection: 5 & 00 -160/ 40,theth pill, dic(afai 51...w S ecial KJ l /�'� � 1/-jT- �t�l( It" Date wanted: .m. p.m Requester: P h o n e : - . 7 1 0 ( 9 , _ . 3 _ 6 i ` .0 p proved per applicable codes. Correjctions required prior tct approval. • a s-}\ COMMENTS: Oh-717 / to' e t 2 / �1 G., CC ��r/...J y-tro cv 4 - Inspector: Date:�� ., Ej $47.00 REINSPECTIONt4E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit L.pci peg PERMIT NO. (206)431 -367 Proje ---- r e it 1 —I4 i Typ, .f .e T.,• i---- r . • 11 I1�.Aul t / 1 ' _! Ad, 1 e a at (er Date cal lei: + 00 Special instructions: `� (d t �l Date w t d qmrp.,.... ��j 13 �� Requ �^ lJl'`VS Phon t if-i s `,) proved per applicable codes, COMMENTS: Corrections required prior to approval: Inspector: Date: 43 El $47.00 ' [INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)4313670 Proje • Mitt,- W ( ∎-ia�UK� C TYPe of II 1 , Off ,td Vaeti�{, Ad� Date ca led: 23/0 Special instructions: Date wan /Ds/ th J d� Requeste • • . Phone: " Approved per applicable codes. COMMENTS: Corrections required prior to approval. 6 w/ f,7 )J) Me l'1 l�K ,S v-vc��vv� /"'1i7� p A-0v ed 6e,0 0 Date: 0 $4 : EINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -W0 Pro i\...rultrtdd.:(fc flt -.� L�Jtn4�G Date ca ed: 07 I �- ss: 1 -q.70/cCal Special instructions:�� n� Q� ..E'iCA f� Date ante a. p.m. Requester: • Phone: Ob -9 1/-913 Approved per applicable codes. COMMENTS: Inspector: 0 Corrections required prior to approval. 7 . 11 .142, $47.00 REINSPECTION r E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 je • Pro3-' 041/0 TOO Pi C Type of.Viiiiki Ad ss: 50 61k/1T-eidr Date called.: 0 04/C9-8/ Special instructions: pAy Date wat:(9. . . Requeste Zse:.... q q ....q&Gol ApP'roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date2 Ei $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. 4 • ri INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: •Type ���V11���iIrXIC� ection QYVtI'v1 Ad ss' I�� c� cn�e� Date called: o.(- .....A.' Special instructions: V'�Uw.Yt Date ante v w Iaf O a.m.• P Requester: /' ,i h 4,, Phone: 1"'5 I4 Approved per applicable codes. Corrections required prior to apprdval. - COMMENTS: : /. 1 /' ;L _P` yr 1 - L; ��< /S .,s c..l4 / Adt' 0-t` 4 G -e .....A.' 411-0‘.4.'2.1 . ,/ ,-/-e ' 3) 3/417 5 war // . -- :. ■ %* 2/0"721 /0 Z 54- /17 #4 c1, - _,5 .7 0 ,cp..Deel ate'`- - - 'ate /' ,i h 4,, Aso L/ sic_.d de, 15 $ %ii.// ill [r.�a e /1'r fr 49.- t// L ll s A7% , 7 -te ( hfrut,/ 12tead tot /-, ,/ a c. l � l` � �°��i+�% rya � \!t $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: v�h City of Tukwila Fire Department John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name J 0 h PS To Address / 7 > 0 / S(1_71 Retain current inspection schedule Needs shift inspection Thomas P. Keefe, Fire Chief Permit No. LJ '9 0 ((5- }r Suite # /0C). Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: _otb fA ;44 / Authorized Signat re FINALAPP.FRM `7- .1/ -v0 Date v. T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 \ L.. CASCADE TESTIR, LABORATORY, INC. TESTING & INSPECTION /'ENGINEERS PREVIOUS 10 3577 No. 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE vi �/ co IPR RECEIVED TO: 0 G, rvAS LC_, ATI \, 4 �o1 ga 1cf � • F.l ` MAY 0 2000 BLDG. PERMIT NO. -Ckg0\-S OWNER / COMMUNITY DEVFI npngr_-ho- WEATHER TEMP. AT AM AT PM ENGINEER \ J ���1 ATTN: ARCHITECT /W CONTRA R c o a- i c--, (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY 'TR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS — SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS BEAMS — -- — (LOCATION (AREAS) i\ `'2-�` "` v&A (- S.7 & 5 Z c arei\t‘ N e c\s c 4/4/1)-0 c A C-s cu.. 3.. C'c.J t,"., a /2_ a 0 \...12aNc CO (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES _ NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS. • •' A Cc-■,,\Cec`c., L'404:.\;), t o , fl a.Lco c �•� ce- Gw• `t-- CvboA) Q-- OnVt(2./J INSPE COPIES TO: Ttk F! E L /9-ti SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND: (425) 823-9800 KIRKLAND. WASHINGTON 98034 FAX: (425) 823-2203 April 14, 2000 Cert No. 0003 -49 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Joanne's Fabrics Dear Mr. Lar This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports are enclosed with this letter. 1. Structural steel torqueing of A325 bolts on mezzanaine and column anchor bolts 2. Reverified bolting that all were snug tight SEATTLE: (206) 525 -6700 EVERETT: (425) 259 -0617 RECEIVED APR 17 2000 COMMUNITY DEVELOPMENT All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 04 -13 -00 and is number 103179. (Copies of reports enclosed). Respectfully, CASCA» TESTINGLABORATO Y, INC. Dennis H. Stack President Enclosures: Field Report Nos. 103187 and 103179 CASCADE TESTING L,ASORATORY. INC. 1tl 1 IC i 1 IIW.I - IINWeiiV 1 ,.,rl / uniammurns itel9 N.e. 'soli rue! KIRKLAND. WASHINGTON 05014 (4301123-1100 1VMKerr (N2S) 289-08/7 ERECEW �! ED 1 U J l i J Rp0M Ne,, GAII kt•I°Al:, 011117. NO tcleao.31. e41 O2 ��- 244P AP R 17 VASKUMINI TIMP. AT AM AT PM DEVELOPMENT ENGINEEN C 6.... coNTNAOt CM/A. CC) t INSPECTION PERFORMED — RESTEELICONCRETE _., RESTEEUMASONRY -� OTMER RUM ONLY $t/WELDING Z pTR.STIROLTING (I EMS INSPECTED ._.., FOOTINGS �, AUGER CART PILES DRILLED PIERS — FOUNDATIONS .w SLAB ��- _ COLUMNS .... WALLS SEAMS — (4) t� Aa.S e C.V. (boy■ 111 Q22 �� .�+ OCNONITVIMA$ONRY SUPPLIER MIX MD. DESIGN STRENGTH (Fe) TOTAL CU, YD. PLACED SLUMP (INCHES) AIR CONTENT (44) SPECIMENS CAST — SEE CYLINDER REPORT NO. AYES ....NO ITEMS INSPECTED were IN CONFORMANCE WITH SLOG. DEPT. APPROVED PLANS, SET NO., REMARKS; e j c c)L & \ 4; c4. elsr" -o4 dc4.z, RiN U 1&! 7 I •SGd 1SIC0 ';IAr 7d ODWVO SIGNED: TS96- 76E -302; LT :Li 0©0Z /ET /t70 L"L 1 CASCADE TES1`....11G LABORATORY. INC. TESTING s INSPECTION / ENGINEERS 12111 N.E. 1211TH P ACI KIIKLANO, WASHINGTON 10074 IvIIerT Lbeev (425) 623 -9500 (425) 2594517 X23 03 ATTN: IEPOIYMr. TE -0(65 „.103179 CERT. NO. -� \x 1 U ." 8.DQ. rill \ \ �--4 OWNER MATS ON AT AM AT IA INSPECTION PERFORMED REETEELI7ONCRETE RESTEEL ONLY .-.. RESTEEL/MASONRY >.STNYELDING — OTHER :STRAY/BOLTING ARCHITECT i i \ CONTM ' (0. ITEMS INSPECTED — FOOTINGS -,- AUGER CAST PILES — DRILLED PIERS �- FOIRKMTION6 SLAB COLUMNS — WALLS SEAMS (4)DC+►TIDN • (AREAS) • Vo c V Coca m Tv` C22_ CRETE/MASONRY SUPPLIER SLUMP (INCHES) AIR CONTENT (%) MIX DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO YES EMARKS: ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. c,,c\e e-c 4.-A\ \tD■\:s. 4k 4: -))( of o A �� G ,.J v ��• 4 e- CITY Op: APR 2 1 2(A0 PERMU CEAITCR FIELD REPORT LKIRKLAND, CASCADE TESL. 1G LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 10 3187 12919 N.E. 126TH PLACE REPORT No. No. WASHINGTON 90034 (425) 823 -9800 EVERETT (425) 259 -0817 DATA 31 oo 1 Ce5 q TO a a c � �c, co r` PROJECT �'0 a, n& S Vas LOCATIO 114,...,7 c- p∎ s. Ce,A,1C(� C 6 2 ‹* LQo �c S\62_ g BLDG. PERMIT NO. a- o t eg OWNER /^_ \ . WAS V e. c.. WEATHER TEMP. AT AM AT PM NI (UCLA40■-• CittaalV ED ENGINEER e-C.C44- ATTN. (\Pg 1 7 2000 ARCHITECT _� I� C Gv - rlMM PN /V CONTRyy��**��R C..__C..w` G c7 a C� -I (2) DEVELO INSPECTION PERFORMED _ RESTEEUCONCRETE ._ RESTEEL ONLY F,STEEUMASONRY 5,-.ST/WELDING OT R SSTR.ST /BOLTING (3) ITEMS INSPECTED - FOUNDATIONS , FOOTINGS _ SLAB AUGER CAST PILES _COLUMNS - DRILLED PIERS - WALLS BEAMS �1`O� �� - (4) �O L r js- b It‘-' e22CoLi N‘'�LOCATION (AREAS) 1 \4.7 25 ` _ ,nl� Co‘. �M.`- .l.e-- V G.i. &Dr- p\\c_s . (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (fb) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES _,.,, NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS. V ex c t o r`- «2, vv■.Q_ S \l k g� W� l Sv.,t ) A■\-Ctiff\-- �S� COPIES TO: 121ri Iry INSPECTO FI '''�1i RT SIGNED: January 27, 2000 . . 61 TO ROSENAU & A INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206).723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 Project: ZF Marine Address: 1095 Andover Park E., Tukwila Job Number: 98- Permit Number. We herewith- certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Welding 2. Reinforced Concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Swap 12.0encul Susan Rosenau -Moser Vice President SRM/as cc: ZF Marine RECEIVED FEB 12000 COMMUNITY DEVELOPMENT • ,05/24/1999 13:58 216 - 292 -5871 ;1a9L .eihln� ton State Nonresidential Energy Code CrAvtiance Form PAGE 02 Lighting Summary LTG -SUM 1*M Wo•rdneton OMS.MyllatI ION artu Cole cesismne. Pon. amend aenton • Juno ties Project.Info ..rT*ct • • Addyas -To- 4161— rt. °aNi s" z4. 199 �`�� � 1 144g. l ' 0:-. NCEAer- l'ARKWAI( , For Building Department Use I tJ4Wll.%, . WA, • ApPllantNaine: .. • MOr�1% dtc. TGt,m,4 1�'' E. • Appllttant A�terwe 2 J r C, Ire;MUc.E t 7at.�C ' oa.: ' Appibant PNonr 2l . Zqz —4 (off Protect Description i • • .1 Q New aullding Q. Addition Y,i Alteration . 0.2 W/ft' Compliance Option ❑ Preeaipeve Q' Lighting Power Allowance os Cl Systems Analysis mile Quitfic afiort Cheddist (over). Indicate Prescriptive 8 LPA spaces deariyon pans.) Alteration' Exceptions Q No changes we being made to the kitting (cited` approprfat! b°x) ' • Lws than eO% of the bxtures are new, and Installed lighting wattage 1 not being increased Maximuut.Allowed Lighting Wattage (Interior) Location - (floar/rt)Crtl no.) • — — • • . • j Occupancy Geeorlotion • alowea Watts per tt= " Area In fta Allowed x Area Covered Parking 0.2 Witt' • OFD Parking • 0.2 W/ft' . 0.2 Wlft° CITY O� TIUKWItLA Bldg. (by faoade) 0.25 Win' Bldg. *Perim) l M AY r h I)JJ • "From fable 16.1 (over) •document at exceptions taken from footnotes Total Alrowed Watts . • Proposed L•igititing Wattage (Interior) (Nay not exceed Total Alowed Watts for Interior) PERMIT CENTER Location (floorffocm no.) • Fixture Deaception Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 Witt' • OFD Parking i 0.2 W/ft' Outgoor Mae 0.2 Wlft° Bldg. (by faoade) 0.25 Win' Bldg. *Perim) l • 7.5 WM TOW Proposed Watts may not exceed Total Allowed Waits for Interior ' Maximwn:Ailowed lighting Wattage (Exterior) Total Proposed Watts • I•oca ; Desorption Allowed Watts per re or per If Area In le (or If for perimeter) Allowed Watts x ft° (or x If) Covered Parking 0.2 Witt' • OFD Parking 0.2 W/ft' Outgoor Mae 0.2 Wlft° Bldg. (by faoade) 0.25 Win' Bldg. *Perim) l • 7.5 WM fie: for bulldtrtg extenor;•t�toasa,eltiter the tacads area or the perimeter method, but no both) Proposed Li Min Wattaje (Exterior Total Allowed Watts not axoe.d Total Atlow.d Watts tar Eton Location Fixture D.scrlpson Number of Fixtures Watts/ Flxwre Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts tor Extenor Total Proposed Watts Dqq--011 05/24/1999 13:58 216-292-5874 MCHENRY & ASSOCIATES 1994 `A1ashirgton State Nonresidential Energy Code Cofrr1lance Form PAGE 03 Mechanical Sun ary MECH -SUM 1994 mountain Mt* Nonoside r Goer,/ Cole Comtism Forcs &saonc Edleon • Jum 115 Project Info , • Prol act Addrrss 70 - A NLt ETC_ DS S12. i 1-• '-o1 n l lr� �t� . {, LA�r ►l For building Dept Use 7ue.,..►ILA1 IV ` �i,]! Applicant Name: Fv t.1AE `r-' M r a E ci Li t' , C Applicant Mersa; 2-s c,, 2s- C•om.tn'F.Ec - 711? V., 7.3(a1 Applicant Phone: 2 . 1 u . - 2 9 2 . - 4 6 , 9 (v Project Description Br1My describe mectienical system type and features. ! � s.E -top 77A4 1okt=CD 0-\\(..4.1 MST' Coo, Ik4 r•i c z . EE Q 1/4 . 3 t e r - f - ii r kt ! C Compliance Option Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowanart (over) for qualifications) RECEIVED CITY OF TUKWILA mot ') 440.Q Equipment Schedules The following information IS required to be incorporated with the mechanical equipment echeditlee on'tne . plans. For protects without pans, fill In the required Information below. P RM1T CFNTFR Coolin6 Equipment ;Schedule ', Equip. ID Brand Name' • Model Nc.' Capacity Total CFM OSA OFM Edon SEER or EER IPLVe • Location cn LF*/ ; CtS-\b -1 %a3 (s3,9so (40t-(40t-..0(1.,A,, 1ao °I• V. . b ; i:-6/ Cpxna orf Aar M.. � 18ib.'co�i Geg- Ib -ionTS fo,Zoo z oc L.-nn,.. 10 °)ca VI al I. M LE.,14 6C.-16- 513 -75 , so, I= 11,b0 (FM Ioo"io cis A Cg1,t►1 f04 A -t L5,4A,/ UCS -1b 4i1-1- 35, )00 12OO cFM 100 °1' Cl :1 t�Ir, '1`..r,:,.1 ie • • Heating Equipment :Schedule A Capaclry Total CFM OSA Ctm Econo Input Btuh Output Utuh ����,£ EMcisncy Equip. • ID Brand Mime' : Model No.' AC lie tr- tiac�� ,c -1t,- I$ -'s L 6nrY:, lOQ`�o �1Io,000 sm rzo`{.c AC �1 Li ll Q. • 'GCS -1 b• low"a• 1 B '2cro !001. 5-S, f_-m. 4(.4O Rc7 r(4c L0414,,1 -It,- s13 -1•s; 0 JL.:oo 'col. sc co 4"1-31,0 ';a'�� 8(lq 1,=k \Kid .c(= 6CS- fro- 4t1.1x -7 11C 1CC41° 511D00 451,0() Otji/ • Fan Equipment Schedule *4e. Equip ID Brand Name • Model No.1 CFM 5P' HP/BHP Flow Control° Location of Service 'ii °1 11k 14K 2,1.;1 .h." 1 ...zumt- Cv Ftic4*1/&. e'ocr' _ • If available. a As tested according to Table 14.1, 14-2 or 14.3. ' If requires. ` COP, 1-15PF, Combustion Efficiency, or AFUE, se applicable. ' Flow control types: VAV, constant volume, or variable speed. .Eit t t.l1{.. U r5tri 'ro •41-'4:- o -• ovV-H w Dqq-01(65 05/24/1999 13:58 216 - 292 -5874 • MCHENRY & ASSOCIATES 1 ashinpton State Nonresidential Energy Code C •11ance Form PAGE 04 MECH -SUM 101 wooMxloun Pas koimikonfal blew Code coreeeonow Form eeeuM Ninon •,hoe tine System Description • Si* Section 1421 for fun description of . Simple Syspm quannostions. e H.atinWCooln,o or Cooing Only: tCorntantvot? Spilt systsm? ❑ Ak coded? O Packaged sys7 0 <54,0o0 etch 0 Economizer Included? or 1900 cfm7 tf Heating Ony: Cl 4000 cfm? ❑ a7im ouftkle wo Decision Flowchart Use tnb.11owenert to determine if project qualities for Simple System Colon. If not, either tire Complex System or Systeme Mdysls Options must be used. Heating Only N 54,000 Btuli r 1900 cfmr yes yes Reference 44,000 Btu Sec. 1423 J 1900 ctm y; r 1 Simple System 11E_ j Allowed Pteferonce Sec. 1420 ,) no r CITYECEIVED OF TUKWILA MAY .2 6 1999 t• l CENTER ail, Use Complex t Reference� System Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems rsquirements are applicable Wads pro/W. Larson Engineering of Minnesota 3524 Labore Road White Bear Lake, MN 55110 -5100 651.461.9120 Fax: 651 481-9201 STATIC AND SEISMIC ANALYSIS OF MEZZANINE STRUCTURE JO -ANN STORES, INC TUKWILA, WA EXPIFt&s O/ — 3 PREPARED FOR TORBECK INDUSTRIES HARRISON, OH DESIGN CRITERIA: LIVE LOAD PER SPEC: SEISMIC ZONE 3 DEFLECTIONS TO BE L/240 MAX. STEEL BEAMS, BASE PLATES, CHANNELS AND TREADS TO BE MINIMUM ASTM A -36 STEEL. STEEL TUBES TO BE MINIMUM ASTM A -500, GRADE B, Fy= 46KSI. BOLTS SHALL BE GRADE 5 OR ASTM A325 WITH DIAMETERS AS SHOWN ON PLANS. 7. FIELD WELDING SHALL BE MINIMUM E60 OR BETTER, SHOP WELDING. E70. 125 PSF 8. CONCRETE ANCHORS SHALL BE A WEDGE TYPE ANCHOR, THE SIZE AND EMBEDMENT AS CALLED FOR ON THE PLANS. ANCHORS SHALL BE PLACED IN A HOLE DRILLED EQUAL TO THE DIAMETER OF THE ANCHOR. USE "RAWL" OR EQUAL. • Larson Engineering of Minnesota OUBJECT - L SHEET NO. 3524 Labors Road White Bur Lake, MN 55110 , 1.0A 551/401-9120 Larson •"' Design Conditions Uniform Live Load LL := 125.1br Uniform Dead Load lbf DL Point Load PL :=0.1bf Materials Beams A36 F yA36 :=36000.psi Joists A570 Gr. 55 F yA570 :=55000.psi • Column A500 Gr. F yA500 :=46000.psi Baseplates A36 F yA36 :=36000,psi Top Caps A36 F yA36 :=36000•psi Clip Angles A36 F yA36 :=36000.psi Materials Constants Steel E :=79000000,psi Deflection factor := 240 COMM. NO. -mos 70 BY DATE AA Oil'? Sub-Deck A611 F yA611 :=33000.psi Diamond Plate A786 :=33000.psi F yA786 Deck APA Rated 3/4" Strurdifloor Hardware A325 F tA325 :=44000.psi F vA325 :=21000.psi Anchors 3/4"x4" Rawl Lok/Bolt* P t :=1106.1bf P v :=2360.1bf Larson Engineering of Minnesota OBJECT Sh -ANN STORES, I NG. ( . SHEET NO. 2 OF ' 3524 Labors Road Whits Bear Lake, MN 55110 TO KW i A WA COMM. NO. 614f S`f v - 651/461.9120 Larson BY J 7:::44''C DATE I- 10) 41 `t Section Modulus Sx Moment of Inertia Ix Radius of Gyration A Allowable Stress Fb Fa Actual Stress fb fa Notes 1. Maximum allowable deflection for beams, joists and sub -deck is L/240. 2. The stair treads act as a lateral brace for the stair stringer per NAAMM "Metal Stairs Manual ". Therefore Fb= .60Fy. 3. Corrugate will provide lateral support to the compression flange for wide flange beams. Therefore Fb= .66Fy. 4. Anchor values listed represents a safety factor of 5 from the ultimate values listed in Rawl's catalog. Values assume 3 3/8" minimum embedment in 2000 psi concrete. References 1. Manual of Steel Construction, Allowable Stress Design, 9th ed, AISC 1989. 2. Metal Stairs Manual, 4th ed., NAAMM, 1974. 3, Cold Form Steel Design Manual, AISI 1986. 4. Design of Plate Structures, AISI 1982. Larson Engineering of Minnesota 3524 Labor' Road. White Bear Lake, MN 55110 651/451-9120 0,BJECT',. birne,CI SHEET NO. 3 OF TO 1,0 ILA 1,0/4 COMM. NO. V(90 BY 4F....-}lr" DATE 4./10 Picf DESIGN JOIST Select a joist to support the given uniform load. The joist is supported by pin-pin connections at each ••• •. • ••-• Given: 1 := 13.50.ft d joist :=4.0.ft F b 1.67.F yA570 F b = 32934.130psi •w DL).d joist w= 540.00 lbf •ft For a uniformly distributed load on a joist with simple supports. 4., W*1 , = • • I • • • 2 R 2 .---w.--- l 2 M := w•I2 8 S M Fb 5.11 owl ,384.E R 1 = 3645.00 albf R2 = 3645.00 .lbf M = 12301.88 olbf.ft S • = 4 48 eiri3 x Ix = 20.62.in4- USA Z_ •Sx • :: ' • • :•••• ,• , „, •, • ; • Larson Enginaaring of Minnesota Cd; SHEET NO. zi OF 3524 Labor' Road -iv 'cu.)! L ta, W ' COMM. NO. cict 054/ 0 Whit' Bear Lake, MN 55110 651/481-9120 Larson BY DATE i • DESIGN INTERIOR BEAM Select a beam to support the given uniform load. The beam is supported by pin-pin connections at : . each end.. • • . ;.• 1 :=25.00.fi ,_ 113.50 13.33 , beam '71— LI-F—'n :d beam = 13.41°ft , • , F b := .66.F yA36 F b = 23760.00 vs' :=(LL DL)d beam w= 1811.03.lbf For a uniformly distributed load on a beam with simple supports. w.1 • 2 R 2 2 w. M := 12 8 S M x Fb R 1 = 22637.81 'Ibf R2 = 22637.81.1bf M = 141486.33 elbf.fl S= 71.46 oin3 T 13 4 0••••■•■•■'W.4 31 = 4 9.100in 3,84.E x 1/43.5E: ■.4._)1 to S. "I 5 5) 77/ • 586 • '::' • • • Larson Engineering of Minnesota OBJECT - Pr NJ Sro F SHEET NO 5.. OF 3524 Labors Road K A W W5 511O Bear Lake, MN 55110 'COMM. NO. ICI Om 6511481-9120 y BY .1S-4*- DATE A 0 rson • „ • : • . DESIGN EXTERIOR BEAM Select a beam to support the given uniform load. The beam is supported by pin-pin connections at each end. Given: • : . • := 25.00.ft beam 33,ft 13.50 •" beam = 7.08 eft F b := .66.F yA36 F b = 23760.00 °psi :=(LL DL).d beam w = 95'5.80 .1bf ft For a uniiormly distributed load 2 w.I R 2 :=T M := w.12 8 on a beam with simple supports. R = 11947.50 albf R2= 11947.50 01bf M = 74671.88 elbf.ft S := NI S x 37.71.in3 - F b 54 y •W.1 3 I= 231,74 ein4 384.E • USE 18,'1 1,„3 _ Larscin Engineering of Minnesota . 3524. Labors Road White Bear Lake, MN 55110 651/461-9120 Larson . , JIBJECT \t) - ""`'-'R°c- 14C SHEET NO h OF 7l.)kAt.)1 L /;• . P1/4 COMM. NO -I eTo0 • BY DATE 6/11 q`r , . • " • . • . eec.?z •sti0P.-r Irt , +16 )( S 4t/.6. 5-- ÷ tO f44)(I) 114.0i . les L. 41 7 (12S -Ho 'V7344-4'4 18. 5 -F-1 '66z I 1-1,c1 ie4 15(.10 ek- AmAy •teiti(eA 00908.41 °'"3 • •: •'•.• Larson Engineering of Minnesota " EijOT - :TO $-rOrt / INC i• ',,•3524 LaboreiRoad. '-'• - ••••','," • • ' .• .White• Bear Lake, MN 5ii10 •-i,• • " 1 --1;■).4 :••• 651/48141120. • , '.•" • ": , .... ,_:.,.. . . . .,.. , .. . ..„. ,:'''' •-• 5: Larson ...., . . „ • comm. NO 510_5 By DATE . kAi.12;1.1 orivs,U-t. . 5, O = 0, II " .5; s..o 621 4 pi . " 1146, )1 S ••• • ' • • 22. • • " • • ... • Larson Enginttering of Minnesota 3524 Labor. Road White Bear Lake, MN 55110 651/431-9120 Larson COLU niN1-) OBJECT ' 7(1- tt 1%.) t'.) 5119 it. E S. 1 1,-) ' SHEET NO 7l.,14.Wi 1.,141 1 W Pc COMM. NO. BY 4tl+ bzsi-16pr 'E)( a OF iga'619 DATE 6/ P-I 0.77 = 61-1 KS 3,1 et, te. cOmP Pc-t tJ r 'K be. - ( 64 24, 0 5 - 1-/ 7:15 z. 0 t.1:1 I "\T-7411t114 eig 4 3 3 7 si-eNcat - [1 — A So. 3 '5ts.474-7,‘,1419-,11 - 7,24 7. ZS' I 0,10h 1.0 ....111••■•■ _ , • „ 040,...1iM144; ..4.**1■••••••AMNIII, • Larson Engineering of Minnesota 3524 Labors Road White Bear Lake, MN 55110 651/481-9120 15 Larson GiBJECT /10.3 5-1-Oz 1 Nd SHEET NO. ci OF 1_ A. LAJJae COMM. NO. ci et 0 S • BY DATE 4/19 115 <4 K 11' ?m 11 •s rs t3 - /1" 2.1.2-.1c , 5.4 I 111) oi Gs 9 k-- Larson Engineering of Minnesota ' 3524 Libor. Road VIM. Bear Lake, MN 55110 551/481-9120 )bBJECT Larson. S-ro , SHEET NO. OF "JTOILUI I , W Ar COMM, NO. d(os at BY DATE rin C.4 X -r kAj :• :re; lA) 2,5 Co.-3011,0) Lt. S - 0, 2..o o 14-s5 INC( Larson Engin ' eering of Minnesota ; N3JECT .10- ni N s rO it 3524 Labor' Road .;; rti,,..u3 White Bear Lake, MN 55110 651/401-9120 -setsre. c. ArJed_1-1415 MI Larson -kcp . . . .. . . . • . . , . „.- SHEET NO. , / OF ' COMM. NO. 061 0 BY 4S+4.- DATE /16119 t.S PA IC- (CON 1 4,0y z3 67,4.,4...4)( 13:7, , . [(0,7-(1tDo , . to)( 2.3.67.ticS.3 ij 11.3iykl-S ,2,5 (100)41 ) 1143) 3 Larson Enginaering of Minnesota OBJECT STS 1 J C SHEET NO OF 3524 Labor' Road u ,.); Lej COMM , No, ell 0641 White Rear Lake, MN 55110 551/451-9120 °./.5 ‘SISM A P4k1,..44 BY 4 E. f+ DATE 61// /q Larson ;‘)•••'. SEirti t.or,ii .12.14 M 'Hi* :7 lz,s5 AK (1/..■ , 15.06 V 0" 014y pe r bol+ — (.1 7.5 v " 6 1,5'3 = v 'Fq 1- 1E1' 1.V 2.5 7461 _ C4r. -C4 K 5 7, ; Larson Engineering of Minnesota 3524. Labors Road White Bear Lake, MN 55110 651/4514120 . Larson . L18JECT �r -'A `J► 1 STnP.ti✓� . SHEET NO. 13 OF w onk COMM. NO. ._�g0S10 N/s So.NsrAtc " p Jerv,'S I S BY Z -4 -r .DATE 4z, 1k9 r `, :1,1':•JT Svry)t,. `/..., F- iLI:F- lO ; 707 l • lb. aISA -2D (R) Version 4.01 Larson Engineering Jo -Ann Stores, Inc. Tukwila, WA - N/S Seismic Analysis .Job : 990590 Page: ►`+ Date: 6/14/99 File: 990590NS Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor1.333 Include Shear Deformation Yes No. of Sections for Member Calcs5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Material Label STL STL1 < Materials (General) > Young's Shear Poisson's Thermal Modulus Modulus Ratio Coef. Ksi Ksi 10"5 °F - 29000.00 11154.00 0.3000 0.65000 29000.00 11154.00 0.3000 0.65000 Section Database Label Shape BM W10X15 COL TU8X8X3 < Sections > Material As As Label Area 0,2 1,3 in-2 STL 4.41 1.2 1.2 STL]. 5.77 1.2 1.2 Joint No 1 2 3 4 5 6 X Coordinate ft 0.000 13.500 26.830 0.000 13.500 26.830 Weight Density K /ft3 0.490 0.490 Yield Stress Ksi 36.00 46.00 < Joint Coordinates > Joint + - - -- Translation No X K /in 1 Reaction 2 Reaction 3 Reaction Y Coordinate ft 0.000 0.000 0.000 10.500 10.500 10.500 I 1,3 in-4 2.89 58.20 I 0,2 in-4 68.90 58.20 T C Joint Temperature °F 0.00 0.00 0.00 0.00 0.00 0.00 < Boundary Conditions > Y K /in Reaction Reaction Reaction Rotation K- f t / rad < Members > Memb Joints Rotate Section Releases No. I J 90° Set I:AVM J:AVM 1 2 3 1 2 3 4 5 6 COL COL COL Offsets Inactive? I -End J -End Label Length in in ft - - -- 10.50 10.50 10.50 CRISA -2D (R) Version 4.01 Larson Engineering Jo -Ann Stores, Inc. Tukwila, WA - N/S Seismic Analysis Job : 990590 Page: 15 Date: 6/14/99 File: 990590NS < Members > Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I -End J -End Label Length in in ft - - -- 4 4 5 BM 13.50 5 5 6 BM 13.33 < Joint Loads /Enforced Displacements, BLC 1 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad 4 L X 1.033 5 L X 2.027 6 L X 1.045 < Reactions, LC 1 : SEISMIC > Joint + Forces + Moment No X Y Mz K K K -ft 1 -1.19 -1.59 0.00 2 -1.72 -0.03 0.00 3 -1.19 1.62 0.00 Totals: -4.11 0.00 Center of Gravity Coordinates (X,Y,Z) : No Calculation < Member Section Forces, LC 1 : SEISMIC > Member Joints Section I - J Axial Shear Moment K K K -ft 1 1- 4 1 -1.59 1.19 0.00 2 -1.59 1.19 -3.12 3 -1.59 1.19 -6.24 4 -1.59 1.19 -9.36 5 -1.59 1.19 -12.48 2 2- 5 1 -0.03 1.72 0.00 2 -0.03 1.72 -4.52 3 -0.03 1.72 -9.04 4 -0.03 1.72 -13.56 �nn�� >> 5 • -0.03 1.72 -18.08 �-- c`,t uin� 3 3- 6 1 1.62 1.19 0.00 2 1.62 1.19 -3.14 3 1.62 1.19 -6.27 4 1.62 1.19 -9.41 5 1.62 1.19 -12.55 4 4- 5 1 -0.16 -1.59 -12.48 2 -0.16 -1.59 -7.11 3 -0.16 -1.59 -1.74 Larson Engineerin ftISA-2D (R) Version 4.01 Job : 990590 Page: 16 Date: 6/14/99 File: 990590NS Jo-Ann Stores, Inc. Tukwila, WA - N/S Seismic Analysis < Member Section Forces, LC : SEISMIC > Member Joints Section I - J Axial Shear Moment K K K ft - 0.16 -1.59 3.64 - 0.16 -1.59 9.01 1 2 3 5 •. •'0.15 -1.62 - 1.62 ..-1.62 - 1.62 -1.62 -9.07 -3.67 1.74 7 . 14 12'55-4--cPc1XYBL5.:7:6m • . . . • . , „ ,• . . • . . . . . . . ' • Larson Engineering of Minnesota.' OUBJECT o i sir° rt. N 3524 Labors. Road „ • ; r-• White Bear Lake, MN.55'110 . . 1 .1° . • .6 51 /4 81 -91 20 • • . . • _Larson' SHEET NO. 1 7 OF COMM. NO.: o sq s yv, Ere ' • DATE W n clq S5 i Al C ( co ' 0 () c) a) Ar- o 0 Larson Engineering of Minnesota OuBJEcT • -10 SHEET NO. 1 e. OF 3524 Labore Road • e MN 55110 "1--ov.A.k) ■ W A comm. No. Whit Bear Lake, 551/481-9120 • kit...) SVs.s ret 1 tar N BY -4 S+1r- DATE .6 1 ‘t Larson i lcotuv r;) -CA - (-54r 7.1 T lc; k TLOVT s -r= !S7' " 75 A - S'L5 1 2- 150L- Cr. Li 18,71t2I) k IC 8(ir. .= 71, a. tA, 0, v-str. ■-5cr-sfrA55. "Z. 1" r, • • 't 7. 16, 0 2-8,1 Its`. 4 3L, CRISA -2D (R) Version 4.01 Larson Engineering Jo -Ann Stores, Inc. Tukwila, WA - E/W Seismic Analysis Job : 990590 Page: t9 Date: 6/14/99 File: 990590E1 Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor1.333 Include Shear Deformation Yes No. of Sections for Member Calcs5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% < Materials (General) > Material Young's Shear Poisson's Thermal Label Modulus Modulus Ratio Coef. Ksi Ksi 10"5°F STL 29000.00 11154.00 0.3000 0.65000 STL1 29000.00 11154.00 0.3000 0.65000 Section Label Database Shape Weight Density K /ft3 0.490 0.490 < Sections > Material As As I Label Area 0,2 1,3 1,3 in "2 in "4 13.30 1.2 1.2 32.80 5.77 1.2 1.2 58.20 BM W16X45 COL TU8X8X3 STL STL1 Joint No 1 2 3 4 5 6 7 8 X Coordinate ft 0.000 19.500 43.167 68.267 0.000 19.500 43.167 68.267 < Joint Coordinates > Joint + No X K /in 1 Reaction 2 Reaction 3 Reaction 4 Reaction Translation Y Coordinate ft 0.000 0.000 0.000 0.000 10.500 10.500 10.500 10.500 Yield Stress Ksi 36.00 46.00 I T 0,2 C in "4 586.00 58.20 Joint Temperature °F 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 < Boundary Conditions > Y K /in Reaction Reaction Reaction Reaction Rotation K- ft /rad RISA -2D (R) Version 4.01 Larson Engineering Jo -Ann Stores, Inc. Tukwila, WA - E/W Seismic Analysis 0 Job : 990590 Page: Z O Date: 6/14/99 File: 990590E1 < Members > Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I:AVM J:AVM I -End J -End Label Length in in ft - - -- 1 1 5 COL 10.50 2 2 6 COL 10.50 3 .3 7 COL 10.50 4 4 8 COL 10.50 5 .5 6 BM 19.50 6 6 7 BM 23.67 7 7 8 BM 25.10 < Joint Loads /Enforced Displacements, BLC 1 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K,K- ft,in,rad 5 L X 0.939 6 L X 2.027 7 L X 2.144 8 L X 1.032 < Reactions, LC 1 : SEISMIC > Joint + Forces + Moment No X Y Mz K K K -ft 1 -1.49 -1.36 0.00 2 -1.61 0.83 0.00 3 -1.60 -0.50 0.00 4 -1.44 1.02 0.00 Totals: -6.14 0.00 Center of Gravity Coordinates (X,Y,Z) : No Calculation < Member Section Forces, LC 1 : SEISMIC > 2 -1.36 1.49 -3.90 3 -1.36 1.49 -7.80 4 -1.36 1.49 -11.70 5 -1.36 1.49 -15.60 2 2- 6 1 0.83 1.61 0.00 2 0.83 1.61 -4.23 3 0.83 1.61 -8.46 4 0.83 1.61 -12.68 5 0.83 1.61 -16.91 3 3- 7 1 -0.50 1.60 0.00 2 -0.50 1.60 -4.21 Larson Engineering. µ`RISA- 2D.(R) Version 4.0 Job : 990590 Page: zl: Date: 6/14/99 File: 990590E1 Jo-Ann Stores, Inc Tukwila, WA - E/W Seismic Analysis < Member Section Forces, LC 1 :. SEISMIC : >. Member Joints Section I - J Axial Shear Moment K K K -ft. 3 -0.50 1.60. -8.41 4 -0.50 1.60 -12.62 5 -0.50 1.60 -16.82 8 1. 1.02 1.44 0.00 2 1.02 1.44 -3.79 3 1.02 1.44 -7.58 4. 1.02 1.44 -11.37 5 1.02 1.44 -15.16 6.1 -0.55 -1.36 2 -0.55 -1.36 3 -0.55 -1.36 4 -0.55 . 1.36. 5 -0.55 -1.36 Mr •A 00 -8.99 0300e.,:-.1-too . - 2.38 4.23 10.83 7 1,. 2 3 4 5 -0.13 -0.13 -0.13 -0.13 -0.13 -0.53 -0.53 - 0.53 - 0.53 -0.53 - 6.08 -2.97 0.14 3.25 6.35 - 8 1 0.41 -1.02 - 10.47 2. : 0.41 -1.02 -4.06 3 0.41 -1.02 2.35 4 0.41 -1.02 8.75 5 0.41 -1.02 15.16 04/14/2000 12:24 12165201567. FAX TRANSMITTAL DATE April 14, 2000 MCG ARCHITECTURE TO Ray Cochran City of Tukwila - Building Department 206- 431 -3665 FROM Amy C. Fedor - Project Coordinator REGAROING JoAnnETC - Tukwila, WA MCG Project No. 99.191.01 NO. OF PAGES 7 (including cover page) ORIGINALS ® Yes No TO FOLLOW mcg architecture PAGE 01/07 iP99-ot 86 RECEIVED APR 14 2000 COMMUNITY DEVELOPMENT REMARKS Dear Mr. Cochran: Attached is the structural information for the relocated rooftop unit at the above referenced project. This packet has been stamped and signed by a registered structural engineer per your request. I will also be overnighting two (2) original copies of this packet to you for your information. Please fcel free to call with any questions you may have. Thank you, Amy C. Fedor cc Becky McAdams, JoAnn Stores, Inc. Mark Griggs, JoAnn Stores, Inc. Dennis Bates / Don Grande, Camco Pacific Construction Company Fax: 206- 394 -YBS1 File Relall • Entenalnment . Neepileliry . ORlae z CL 216.520.1551 O 216.520.1567 7100 East Pleasant Valley Road, Suite 120 Cleveland, OH 44131 WIWI COO 04/14/2000 12:24 12165201567, THORSON BAKER & Associates, Inc. C: April 12, 2000 Mr. Dean Maurer MCG Architecture Independence Corporate Center 7100 E. Pleasant Valley Road, Suite 120. Cleveland, OH 44131 MCG ARCHITECTURE Consulting Engineers 3030 West Strootsboro Road Richfield, Ohio 44286 PAGE 02/07 (330) 659 -6688 phone (330) 659.6675 fin' Re: Jo Ann Etc. Tukwila, WA Rooftop Unit Support Dear Dean; I was requested by MCG Architects to review the support of a 600 -pound rooftop unit for the above referenced project. The following enclosed Information was received by your company. • Partial roof framing plan showing unit location, weight and existing joist and joist girder sizes, dated February 24, 2000. • Cascade Testing Laboratory Field Inspection Report No. 000349, dated April 10, 2000. • Sketch showing the as -built framing conditions. • Copies of photographs showing as -built framing are not enclosed, as we could not make a legible copy. I have enclosed calculation sheets 1 and 2 showing that the angles, connections and joists can adequately support the unit. If you have any further questions, please contact me. Sincerely, THORSON BAKER & Associates, Inc. Gordon R. Baker, P.E. GRB /mms Enclosure Q; 200012000-01041documanls ■Iotasrat2000-015aa.doe Structural, Mechanical Electrical CAI RECEIVED APR 14 2000 COMMUNITY DEVELOPMENT 04/14/2000 12:24 12165201567 THORSON BAKER & Associates, Inc. Consulting Engines MCG ARCHITECTURE 4 , Project No: Sheet No Nut 7:1414).) E1 4112/0120 Pmject Site:I-CAW 11=41/4 A VJA Prepared By x.igx. cll. tqj. 01 PAGE 03/07 10102 ; ' • • V • • •• •• V , Vt “. • IP• . VJA4?~ 0 $.01,‘,124044 ■ •L444:4 . ,•19.1 :ILL S. . ! :. :• • ny"ri PD jectivo•lcdo i 1 1 • 4../.!ja ..„.........• nm.,I.:■••■••4104.....1U.1•Y •■•••••••, , • • . .....''' ..'. . ....." • ..7''417'";• ••.•'• -. ......-‘1,44.12:: • .r..........._.,,..2QPir Aikr ' =.. 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PAGE 07/07 PAGE 04 4 Ori e Ario F•vd• •1 /97Zr 4•7 xigsv Abrori — a-4144 ,,, Y4. ?_,. I ifft I��a 0 City of Tukwila Department of Community Development December 1, 1999 Larry Yeakel 9620 S W Bank Rd. Vashon Island, WA 98070 John W. Rants, Mayor Steve Lancaster, Director Re: EXPIRED PERMIT APPLICATIONS # D99 -0185 & M99 -0112 17501 Southcenter Parkway Dear: Larry Yeakel: In reviewing our current permit application files, it appears that your permit applications for Jo -Ann Stores, applied for on 5- 26 -99, have not been issued by the City of Tukwila Permit Center. Per the Uniform Building Code and /or Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. In order to renew your permit application after expiration, you will need to resubmit a new permit application, plans and supporting documentation, and the necessary plan review fees. The City of Tukwila is currently under the 1997 Uniform Building Code and 1997 Uniform Mechanical Code. As of ten -days from the date of this letter, your permit application for the work described above will be considered expired. Please contact the Permit Center at (206) 431 -3670 if you wish to submit a new permit application. Thank you for your cooperation in this matter. Sincerely, ail() Bill Rambo Permit Technician Xc: Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Project name Address . i.. mwotiaetYSgaeeudno-vnvV.' RYLwc. MA. H'I.Ma1Md�!G0.4�71MaU'�!tY.1NA� MMX• arMSq' 1. vn4vl. v. reYf^.•... w.•,. w.. r...............— ...wMx.v...w..w. rMOx+.n4alaN Av Tukwila Building Division (206)431 -3670 `) Application #1)961 D 18 e ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK U.B.C. Section 106.3.2 exception J o71.WLS 17501 600n-kat-tr— NM] Description of work 17T Related reference number —DcACt — d 1E3G The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements describe as noted below. 1. Complete permit application required: ( Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form. ) Building Mechanical Other 2: Minimum plan and/or specification requirement: Site plan Floor plan Elevations Foundation Cross sections Roof plan W.S.E.C. compliance Narrative Structural calculations ( stamped by Washington State licensed engineer) 2 Specific required information i�.tJ5 : 2 -set�5 4-F 6T ixYR . &1 ¶kA-t 3. Other special instructions: E 2Ae 01.11 -0SO4 `Appli64-TioN xatai iontf!i ti/ *OCFM2a, GNE9c CRAFACWr64.1oioe-ApivauED ov_14666aD - --444temerovir D � F ND ©[ fit ve. cvtsocr -A- �I 1 G� ; r r -- - 1><,eN Authorization by, TBD3/96 -f3 Date ( Authorization void 30 days ) aft dat issued. LETTER OF TRANSMITTAL DATE June 16, 1999 :114 TO Attn: Permit Center Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 FROM Amy C. Fedor Project Specialist mcg architecture REGARDING JoAnn ETC - Tukwila, WA MCG Project.No. 99.191.01 Tukwila Permit Dept. Permit No `D99=O185;'''' PURPOSE ❑ As Requested ❑ For Your Information RECEIVED CITY OF TUKWIIA JUN 1 7 1999 PERMIT CENTER ® Review and Comment DESCRIPTION 1.) 2 sets Structural drawings for storage platform, stamped and signed. 2.) 2 sets Structural calculations for storage platform, stamped and signed. VIA Federal Express AM COPIES T D Becky McAdams, JoAnn. .Stores; File PRINTS TO File REMARKS Enclosed are the Structural drawings and calculations for the Tukwila, WA JoAnn ETC Tenant Improvement permit (Permit No. D99- 0185). The architectural drawings were submitted on May 26, 1999 in an effort to expedite the process. I have discussed this with BobBenadictowho advised to make the structural drawings an addition to the original submittal. If there are any additional questions or concerns, please feel free to call using our toll free number, (888) 311 -4624. It is important to expedite this permit process as much as possible. Thank you. Retail . Entertainment , Hospitality . Office m c'9 -0(85 OO 216.520.1551 OF 216.520.1567 3001 Towpath Trail, Suite C Cleveland, OH 44147 C: uuuarn1Clerdandliulnwldrunmitt *toa (206.1.5) mcg architecture LETTER OF TRANSMITTAL DATE May 24, 1999 Bob Benadicto City of Tukwila Building and Planning Dept. 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 ern, FT UKWILA MAY 2 6 1999 PERMIT CENTER MCG Project No. 99.191.01 PURPOSE ID As Requested ❑ For Your Information ® Review and Comment CR1PTION ORDER 1 CONTROL N0. FROM Amy Fedor Project Specialist REGARDING Jo -Ann ETC - Tukwila, WA DES no. of originals size description type of print no. of prints total prints 5 30x42 JoAnn - Tukwila permit set Blueline 1 5 PRINTING COMPANY vIA MCG Hand Deliver COPIES TO Kevin Mousty (MCG Architects) File PRINTS TO File REMARKS Attached are (5) copies of the permit set for the above store dated 5 -14 -99 for review and approval. In an effort to expedite the process we are submitting the architectural drawings without the structural drawings and calculations. The stamped and signed structural drawings will be forwarded separately. If you need any additional information, please do not hesitate to call. Thank you. Retail . Entertainment . Hospitality . Oftice C y = y Z N Z g _J. m cg Z E OO 216.520.1551 O 216.520.1567 3001 Towpath Trail, Suite C Cleveland, OH 44147 C.1Statbru y antanaTo_CUy TrrnMttilDot (205.1.5) eArrk PLAN REVIEW /ROUTING SLIP L) JECT NAME: jO -ANN :STORES, INC original Plan :Submittal espouse to Correction Response to Incomplete Letter Revision # _After;; Permit Is Issued DEPARTMENTS: 2 Bui ni g Divisi Fire Prevention Planning Division Public Works Structural � � + � Ave, Cd1-gg , T .. 5 -z7/ air Permit Coordinatdr efigimam‘i:-.14 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -27 -99 Complete gi Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required (if routed by staff, make copy to master file and enter into Sierra) n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n DUE DATE: 6 -24 -99 Approved with Conditions Not Approved (attach comments) F1 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions C Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PR- ROUTE.DOC 6/98 Fire Department Review Control #D99 -0185 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief June 1, 1999 Re: Jo -Ann Stores, Inc. - 17501 Southcenter Parkway, Suite Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief of the Uniform Fire Code. (UFC 1207 -1212) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 44139 City of Tu John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chtef Any overlooked hazardous condition and/or .violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Cyr /ti The . Tukwila Fire:', Pr ntion Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax. (206) 575.4439 'Ntb7�.aGC `,+i:+ii MT, 1 AT-• ∎10 +.`.�,,i�lS�:c:,�: U co 0 U a 0 U 0 N O 0 N 4) Z CAMCO PACIFIC CONST CO INC 959 S COAST DR STE 450 COSTA MESA N ti co N 0 c 0 Q) N 7142503001 Phone Number Effective Date TO Expiration Date 0 Registration Status CONSTRUCTION CONTRACTOR CORPORATION d g H w Specialty Code Other Specialties UBI Number v/ /w/� Z w J F- 0 cc w 0 -J a. U Z a. w 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * I tilit DEM 401 A 4111111111 A ' . A 1 1 1 F W a y 3. rowp. TAM 9.xec 04rmio ,o.ONw 44147 2165201561 A7x 2/6520.1567 ..`.'.[n ABBREVIATIONS J JO -ANN STORES, VENDORS LIST D DIVISION OF WORK D DRAWI S C H EDULE ° °IAelt. 2! p 4 66mx WP i4 bwPi 8 0.010A Proi t f t- t A 146 h 1 4 t4.1 e 0.01sE. 0,..y4 6 31 liatWOLIgill'5411Bght!gmhlin hliffliga;:laNillWORM;;;;n6id A JO-ANN N STORES INC. N NO SUBSTITUTE ACCEPTED I I 413 a3NSVINN I :An arrow I Mot TITLE SHEET ,_ D ;ES J _:= aamarm 1 � Yr '. _• 0 LEF'F ELECTRIC ROTH BROTHERS • • t' ''i A ■�■ ■ `' 3 3 1 %•- 7G:n -e4 A ■■r■fa a � a' �■r ' ' - ''' _�,.F A �.s i i.. F F - , - '7 , - _ DOORS) - ■■r.;■■... R RAF F citaiMiOR UOVAICA11ON) J °` BASS • •x.....,111 � . WC. . . is , wa. , WALL 'D a SIDE • •: , • ■ ■5.1 " "f. NO .7. SCI T.''""` yp(rL "A�t j - V7 IpN STRIP 2 •, . P . _....__ P • ■■,'•7 A ACCORDION PMIOgN W CLASS ROOM ) ewn) CELE ROOM; SHAW CONTRACT ROOM; LEFF ELECTRIC 1791 EAST 40TH STREET • n, ' • � •],�I� F FIXTURES AND MRCHAAAll5 i HARDWARE �• ■ ■C� C CONVEYOR p E.57.1..5.1 ' '" ` `�': m {��'} J 1 (N.LC. -- FOR REFERENCE ONLY) MAIWORKS 1 1 '., E RL ELEC ANC E • • E ENERGY YNYGGEMENT SYSTEM PAD SENSORS E Ian■•.^. • "a '' ' T'•i E 1J m B • r A n ■ ■G■ !J COLS OR a Title 1 ■■r■■'.•7LINTEIOOP. DOTROLMON DUCTWORK lAC 06T. MATERIAL SM DETECTORS REMOTE S IMIR■■,i) TFER1105TA1S UAT; fl'S/ III u' •,] SPNNIQER MNNS nTe (Owner Representative) Dote ! ■■ [E` -•] SPPoNNlER BR/HCH (TES /6MD HEADS • • ■■rams •7 oR NODITCAnons ifiscomirc PLUMBING FUTURES : A mitimirc ■ Title � ■p.■. E �■■ J � (MBOLS LEGEND S SITE LOCATION MAP P PROJECT D we D 3 CORPORATE DR'S B BUILDING DEPARTMENT INFORMATION BLVD. ISSUED FOR CONSTRUCTION SITE 0 MINIM B A: BUILDING DEPARTMENT ADDRESS I 14 pour ISSUED FOR ERar u5 -14 -99 ISSUED FOR BID .-14-99 . ', ISSUED FOR PLAN CHECK Sheet DRIB / / / ..I A % . UPLAND D DR 1 9JB- t orAi. Mfg s;. Sfr..a•ILFR O7fl ( ) C R 45,67 NY (xi. ADO AREA) JO UKWILA, WA O S e z B 1l) d d 2 r ARCHITECTS i ALA} MOVE WSW OOOR Joe Pouf Ott j I• RS I I I 1 - �►i„» ^ -v o RRIK RO�RG, ,_, 3001 kapOW1 Sim C 2I I lOrlAO 417 216521 I 1.216.520.1567 ,. . 1 L i l _ IF .1 Z t r ` ,� MOM 1 i r /�.,�r.� _ RESISfEfYD 4 , MONO p IL of 4 Dam YOUR® FTIE xL6E WOW -�w 11 1 104311 WNAS AID DOOR PROP FLOOR roMINE JI NEE'N YLI TIE 9 , 1 I -- - - - -- - a--- Oient JO -ANN STORES, INC. 5555 DARROW ROAD HUDSON, OHIO 44236 - j ROM MINI CAP. BO. OW V CORFU NO MIRROR 84g ON COLONS. IMP. CF (6) --- I f -_..- 1 I I - - -.--- -AN N V exce -fence fhe c-ectivity SOUTHCENTER PKY- TUKWILA, WA t /IO@ - ROME ALL MING FLOOR FRISKS • SUS NEA no PREP FHOON TO RECEIVE NEW FLOOR norms PER SHEET A401. ]LOR NL E OTT OFT BELO ANCHOR BOLTS N FLOOR SUAB 70 BE BELOW SLAB LEVEL PATCH SUB N NI.. OF THESE POINTS. T - 5 1 L I { I WALLS. , I PNRNOte AND ALL OLISTIND ROOTING AND PREP NEW *OCT FLOOR / 1 '_- - - -_� if �/ �/ y.� r+<AAnE E7�TItG ^` ^` ^` ROLLS. REFER TO t: i 1 + -OEYOIE COSTING MUNN N4'NIFD FIRE NOSE `_REIM EXISTING COLUMN WORM ORE HOSE (TIP. OF 3) I I WALLS, i1 . �/ ^ s \' U caRllt LOPs, DOORS. Ata CONT S. D TOORECEIVE THE PREP FLOOR TO W vCT TILE I ! \ / \ II i f I er — -, -r— � f - __ - -- caNFERmPs ooD> ANO I may r DOORS sreREFaai I MIRO ECM PER - ROLL 7 , I \ AND _ TRAe'cd I .- - -- ' - - - - - - x 1 1:1U- . - L f — � i - , LOOR TIE PREP FLOOR I� J r— I n 1 E i ti III II O RECEIVE NEW bCI TIE I II E1osrNC FtNaNC 111 -0I • p 11+ - -1 AND Gyp. sNF3TMNC 11 I - _ - 1 I I f f • . �} �� '10 11/34E DOSING ANC . : PROVIDE OPENING XStI G / t\ ono NEW CABINET I H TEIIOVE EXISTING FLOOR ,REOT�E ".1.-G' �I (�I n MGR ND REP TO SECURITY DOORS NO mum A + � .- !� - - _ i I-- _ ENIfiY DOORS _ � USED �. IS -- _ — — -- RECEIVE NEM FLOOR ES MAIN SUPPORT - _ 31;‘ 5 ■ — — — — ■ 55U. FOR CONSTRUCTOR TIE— {� — I I I ■� \ �� — ,I I,��'1vb �k`� `" 05 -14-99 ISSUED FOR POUAT O 0 0 0 0 O AS -74 -99 ISSUED Fax &D I I N -ihi9: ISSUED FOR PLAN CHECX I � Sheet T 45 itle DEMOLITION FLOOR PLAN �, MAY 2 bl y9 y: 39- 19, -�, DEMOLITION FLOOR PLAN r'AtE3/3X -t -0 N DEMOLITION GENERAL: `NOTES LEGEND I NT . - ,_y..w.c. OR 00 C TO C 7. GENERAL CONF I. O DMGY. COMA 1144 OIGIQI NJ. COSTING REPORT S 4. MY N REMOVE 010010 ALL E IP NE AL. EIECIRICAL, RACFOR RESPONSIBLE FOR PROPERLY 0OUL PRIM /ZS 113 THE AFC HENF OF MUM P DI - IMMEDIATELY. REPORT ORT ANY D MIRED. C N O01105101014 AIDS I1FIF LAYOUT DR AS OF ALL . A CONTRACTOR OR 5 - IS PESPO NS 0 IKE FOR Ct190 FOTELL DISCREPANT/ZS DISCREPANT/ZS TD WIECf IMMEDIATELY. ONOQtIL C JOB SITE A K MI.CLEWING MD SECT/RING JOB SITE AT END OF EACH WWII GAY. 2 wax CONIRFCFOR'TO COORONATE ALL CELIOIROII on S. SALVAGE EXISTNG ODORS ' IWNWNE - RE -USE 411E ALL OTHER TRADES PRIOR 10 COMMENCEMENT OF OE1OUROr1. POSSIBLE. TURN OVER 14RI54D DOORS NC 1UROV GE TO & LOTS TIC aN¢Lla SHALL EE LARR Oi'0 FREE OF GIRT MU OILER. DEBRIS OUYM, OONSIRUCFIO L. 3. PROVIDE TEMPORARY SHORING MO NEBERFROOFING AS & PATCH NO REPNR MOH 1WFRINS OEN4 NO P1MH WRFC REQUIRED. GOOK CONTRACTOR IS RESPONSBIE FOR 11E DOSING ADJACENT IS RIMMED ODE TO MOURN WORK PROTECTION OF ALL IEI/D•T. F416ft I OERM{S. Checked Ely.. DOA .. ' - " , '�- EA TILT-17 EICSI PANEL AAO DA RTOtl ro lTO - comma AND HRENO RENO SO LEVEL 0 DA1114SE NID O WAC E F DUE TO comma Fi4'St1 LAD ID TO FA6IQIG ACJACIQ itrc91ES Curtest Dec 05 -14 -99 Rename: 91Si0001.OYtG -{\ n f\ _ � Y _ , j, S nI �� 0 1953 405 400141ECIS NI RCM RESERVED MOM WAIL E NCI I N 10 ROOM - PATCH FU1 REPAIR EEl4L TO MIRE N?VL81F CUE FI61tLS KNOWN FL1Si AND - USING IBM CO SIRUCRON - 10 RE RET NER RENDRE ERSITIC MA, DI-- NO DASL 224A FLLOR 004r 7107,415, ND NEL DIFFISDIS LEGEND o 0 o 6 1110.1fiell 1101111111b LI 1 t ___ Q 6 1 , 1 r I , " 111111111111 cc Tai .... 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REX CLING COLON 4WING 5x4 LAU. =MG rue- REPLACE NW WSW OR ONICED TILE TO TDI E.S PONCE. nix cJ E557IN5 7.4 RECESSED facomorr IJON7 ROME (ACTOLC LEAS OFTUSER) 19 KM. - CLEM .40 KUM' ESSEIPS Z) 2.4 RECT3SED FLLCRESCENT 15 PSM FIMILRE (NICAR - - as* //a RELAIP EXSTING 2-LALF 4' SAlfiCE-mOLADE9 FILONDCENT 0017 FIXTURE - TO ROAN - CLEO *CI RUN, 0 CODING CUING 70 ROOM EXISTING CM. 80. CEILINGS 10 MINN OWING SOLD LIGIO NOCK SYSTEM 7.7555 /14, 5548/10 4400STRIAL FIXTURE YAWED SIUITh - RELOCATE. IkRiOLAST NO CLEM PER ELECTRICAL DIMNINGS MING Ma' LOUSILY INDUSTRY/ NATURE MOUNTED 10 100103L0 SYSTEM (INTN BARG. i4SNT UGHT) - RELOCAE, ROMP. REENUMT MO CLEM PER =TRIM DRAWINGS 0 OWING DODNUGHT -TO REMAIN - CLEAN MO WA, 0 U COSTING COMIUGHT eATTH EMERGENCY 5551 17047) - ROOM - OEN AND RON, re..4101. SUPPLY USES. - TO REAM - CLEM OWING REMANICAL REIM GGILL -TO RENO - CLEAN EXIMNG NEOSAMCA. DMAIJST 55a -TO ROAM - CLEM DOSING cam WONTED SPACE NEATER - TO ROAM - CLEM COSTING SNORE VENT - TO ROM - 515551 TO 55704 MAC COSTING EXIT SBA - WRAY OPERATION - CLEM NO RELNP AS RETUNED DOSING EMERGENCY USE FIXTURE VI/ BATTERY 8M2C-UP - VERFY WEINER - CLEAN NO REUNP AS IIEMME* COSTING ACCESS PMEL - TO REAM< - BEM MO REPNIT WHERE TID:ESSMIT 0 DEMOLITION REFLECTED CEILING PLAN e SCALD 3/32 :± MEXISTING LAY-R4 WONG TILE CLUNG EZ3 RDACK COSING 2)(4 RECESSED FLUORICSCENT 5551 FIXTURE - REUSE F POr51311 RENO* DOSTIND 2-IMP 4 SURFACE WARNED IMRE:SCENT LOTT FIXTURE 0 — 0 0 R5101£ EXISTP4 55E5555 UGHT IRAN SYS7F11 55105 EXISTING ILLS. 105555 INOUSTRM/ 0 FIXTURE mourn TO VAIDIOLD $YSTEM - F ROM COSMO COMMENT RN FUME DIETING 010015151. AMY GRU. REIM F POSSa.E ' ss3 El MIME DDSPAC RETURN GRILL - WU% IF' POSSIBLE "4 REIM COSMIC la,,,YOCA.. EDANIST 550C COSMO CDUNG MOUNTED SPACE Ka. REIONE COSTING eeT 1551 - REUSE F POSSRA.E SEE SKEET 15151 FOR DORDLOON 50500 A A A ARCHITECTS 3001 loop. T. CkevoN366. C610 2165201551 Client 96 JO•ANN STORES, INC. 5555 DARROW ROAD HUDSON, OHIO 44236 &le C .47 55 296.5051567 ®-AN N expe,e,ce the crect,y SOUTHCENTER PKY. TUKWILA, WA ISSUED FOR CONSTRUCTION 05-14-99 I 651.1ED FOR PE1057 05-14-69 I ISSUED FOR RID 05-14-99 MUM FOR PLAN 01507 SR.( Title DEMOLITION REFLECTED CEILING P4 ' 2 6 PERMIT CEN1c6 Projed Na; 00001 55 ACF Checked By: DEM 0.trreol Dote: 05-14..99 Rename: g9 1,1 01 91910120.0110 cict -eD/T5 D120 0 1999 MCC ARDITECis Au. 05619 RESERval WROLIDE DASED DPENIPE • , rENTENE 1,41* NIALL--- ,j UP To Roor DEW 13'-r 0e. Plotslre Import GOINOSIGGPS - 10/4301 • F r EITISTRIG — L1 Tc, 0,30r DEON MOR 10 WIN LOGMON. TWEE WM 0 WAVE We Rail EVEMG WORM 0 MOM ver, CLEAN MD MEOW mut ROM , FoOLFES MD , El _ AS GEOURED RE, 0 fr 00. difiL SAES MEW VO WERE 12412 Wel COM0900111 TIE SWF. BY ANION/00 SEE SPECS MID 9103 trisal FOR COM MO PORE. MOW MIL 000 ALL tr•80 00 NM fl S GORMG MORAL PM 031011110N MO CONSTROGION PAVE 1031 CONPLOUL o' itfI 0 IT 0 0 0 \ —0 COO *PEW PRLII b TO A101 A301 NEW MMHG MO GYP. SHEATHING TO BE WISH MD MATCH AWCENT WAE FINISHES GENERAL NOTES 1. Al WAS SHALL CM., YEN FUNRAL. STATE MO LOCAL COCE NO REGULATOR! REIBIMMENTS. A. ALL MEMO. NO MEOW CLENNWES MEM POST BE FED VERIFIED AS REQUIRFD 10 SUR 11f MEWED PEW CENCIDOIS 3. M DISTMC DOORS IT BE M 0000 IMMO ORDER AM WOE TO CORKY ION OE WOR, MAE AND HARMON SPECS- DX 0001 SCIEDULE ON SIM AWL ROD MOO COMMON oF l4 WOO NIT REPORT COMMON 10 JO-AM SEWS FM FILY. APPROVAL, EXTEND NEW MD D3010 IIALLS UP TO DECK ATT. TO STRUCTUTE ViERE REED FOR BRAM. DO NOT ATT. TO DECK. 0 0 F01 COMM 110110111/.. 1 FLOOR PLAN 9,34E: WS 4. PPM. FLGOR TO KEY :PAM'. FUMES AE AREAS). RTT AT L NICENE NEW FWDES AS NOCM:0 ON WE MIMI SCHEDULE E WINDICAPPED SP3/WE - roe sots - • 111B IMO; Now NID 1 MEte 0114 ROO LEDER% °REDO MEL. =Loom SIM Nc GENCER PICTOGRANs. 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MIECK PE DEN RECEIVED CRY OF RPM. 1' V 2 6 1999 PERMIT CHCER 05-14-0 9191001.01PG SWeC MI47 lax 216.620.1567 -0185 A101 0 1999 ACG ARCHTECTS ALL RIGHTS RESER. — _ { Q T , #4 ARCHITECTS � �aa' , L I .....„, .... , 1 1 •- - - - - — - - - - — =-- - _±,,,,,e,..91Ne....111.1.10•7!rmsmaseemetevelessesereamwm _ /}� • 0 0 O I _ rJ_ — �. , i1 � �11111 : ������ �{ . -- � , I ar.ebie.oma 44147 x,dSxOT36T Amx,esxDSaT swam ---/ I X 1 34 t ` � _ � SOGE ■ 1 ! b I + 9 1 I I I I I 1 3/32 I I I Q 0 L I I STORAGE PLATFORM REFLECTED CEILING PLAN _ ° f(II) 0 0 ° 1 4 Q Q � .. _. e .. _ 1 I I b I I � I I 1 I I I 6 ° 6 1 ' 1 0 I I I i i — 1-1— 1 I 1 4- I c m 9 „ I I 4 - -I-- -1--- I I .4,—L I I I I I I 4 0 0 I I I i 1— 4 m 0 - 1 I 1 1 1 ¢ (II) I I ca,ent: JO -ANN STORES, INC. 5555 DARROW ROAD HUDSON, OHIO 44236 -4 i j MIL PMT All. 014120 C9 M MOW a s T Noa AMill ` R ' sa€ME E AND 1 b I I tl Q I 61:1 ¢ �' I I I I I p, L (> b 4 4 I 1 ! 1 , Cat E I I ; 6 I I b I I I _ , I I I 1 4 { I I I I I I f { 1 b L I I 4' 4 4 I I I I 1 i _ _ J -A N N SC1l �?HCENTER PKY. 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TUKWILA, WA j ISSUED FOR CONSTRUCTOR 591@ FOR PERIL ISSUED FOR BID j ISSUED FOR PLAN NECK SCHEDULES, VESTIBULE DETAILS, ELEVATIONS AND MISCELLANEOUS DETAILS MAY 2 b 1sv_s Project No, 99,191.01 ACE Ch ecked BY DEM Current Date: 05 -14 -99 F9knamc 91911301.DO V A301 Sr/RC 4147 .210320.1567 0 699 MCC: ARCHITECTS ALL TIGHTS RESERVED a ; Js,,, ig 111411 ,111111 gig e '$1.., i' ..A -YPI P 1 i 1 t „ [Ili 1 1 9 1 1 2 il , RAw Iv v 11 ! § : ilg illig!9i II ! 1.— , 8 ll i''110 ii$11.1g! g . ,_.., 5..., 1 i 1 7 .723 - ali • 72,72,72',31 i $ .:i a , ,, s LA' L.L.J oc 0 — v.) -I. z 20 z ...- < <5 u a 0 u,te.3 t., , Lt, 2 4 5 A g ,:- k, 4: i 1 ' ig 3v 1 ,, K l q , § zlo . . § gh si ri vr i 8 k ‘,; i , i,LI 6 ms6 § r S. 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SE OM, 1N�SS L' i SEE 2 . TAO SEPARATE FP. C O A T S :F i t . SOLD ataamossma NELAMNE MOWED INCH MOLECULAR /EIGHT POLYESTER Emma. SPRAY APPLIED. 1 COLOR 956 V1C11e°m EN. C HARDWARE T.. PROVIDE ALL ATTADYNE N1S NECESSARY 10 SECURE TOLET PAiDTION SYSTEM TO AOIACIIIT NAILS 2 PRONE MM UFACIURER'S STAIQ I HEN/Y -D/1Y /364 STAINESS STIL HARDWARE 45114 A 14 SATE FN. PROVIDE IIARDWW1E PER ADA ACCESSeullY STATRDAP36 FOR AL MET SINUS IMXCATED TD LEEG E GRAB BARS_ TOILET & BATH ACCESSORIES • 10800 A GENERAL 1. UNLESS NO. OTIERAFs., PROSE OE (1) AS LISTED BELOW FOR EACH MIRE AT TEST ROODS CR AS NDCATED Cei UN DE CRANKS. 2 Ail. ACCESSORIES SHALL BE SURFACE YOUNIED UNLESS NOTED OTNERNSE B. PREDICTS AS MANUFACTURED By WRNS, 1. REST ROOM ACAS: 1.) LEERIER ONE O•R EACH LAVATORY. MODEL NO. 8 -165 1836 MST BOTO]N OF ERROR 0 38 AEI. 2) SON- RECESSED STA_*CESS STEEL PAPER 101EL SEEDER AND HASTE RES:PEAQT 8 -3942 17 7/1E" WAIF a 56 1/4" IAN MOAU TOP of LINT 0 1/2 AEI. 1) WSW DEPENSOt *7 -1/4" WOE X ? 2' 1101 8 , 3-15/16" DEEP WOW N0 B -288Ft MLNT ? EF (WIT 419" A.F.F. 4) SANITARY WPM *NOM MACHINE: ?1 NN1E X ? 25 -3/8" HIQI X 4-3/4" OOP MWEL N0. B- 21470 -21, DEFACE WARS FOP CE UNIT 0 5r A.F.F. 5) SANITAR1 NAPO4 D16POSAL ?7 -1/2 WOE X ? 10" HIOI 13 -15/1e DEEP, MODEL NQ. 8-2712 SURFACE MOUNT TO PARTON* TC4 OF UNIT O 36 AFF. (WY ONE PER STALL) 6) Lae SOW DSPEI RS 97 -5/$ 1101 X ?C MOE WITH 24 OF CAP. MODEL N0. 6-15$ M0.NE 1307101 CF tREE 0 8 /BONE TOT OF LAVATORY ON RIQ1T SITE OF EACH LAVA1EY 7.) CRAB BARS 1T"? SATIN FNA91. MODEL NO. 0- 68064.36" ANO 8- 6806. A2": MOUNT • 33' AEI. TO ? OF EACH 88R. 8) DIAPER 0616610 STATION MOOQ. NQ 82210 INSTAL 'NTH 80T10N EDGE 0 27 AFF_ FOR ADA COIRUANCE 2. JANITOR CLOSET ACCESSORIES- 1.) MDT HOLDER MOREL NO. 8-2 :30. LEIRRN. 3 K '. 2 num_ - MOUNT AT HEIGHT RECONMENSED BY MAAIFACIURER C EXECUTION: 1. PR0806 WOOD EMCCONG FOR ALL REWIRED ACCESSORIES 2 INSTALL ACCESSORIES ACCORDING TO MAWIFACI1RER'S RECOMENOAWONS OPERABLE PARTfIONS -10650 A GENERAL T. RA8A91 AND INSTALL ACCORDS. FAFXt1G PAR11166 AS INDICATED ON DRAWINGS B. PROOUCT5 AS MANUFACTURED BY 6 1ER6OLD OR EQUAL MODEL EOLD; NEW CASTLE. It (1- 808 -051 -9605) 1. SWNONASTER WOE 918 A) OPERATION SHALL 8E MANIAC, TOP SRPORTED B., W 1011 W 16610 - 801. 811. FEER BACW.NG 2. SUSPENNON 585118 SNAIL CONSSE OF OD418R 106 'C CHANNEL TRACT CONNECTED TO TEE SFRIICRAEAL SUPPORT_ 3. GRIP TYPE HAND PALS SHALL BE DE CAST 2.4C. SATIN 011CNE RASH AND NOD. A TI@NB RELEASE LATIN IECHANI4L 011RUDED 811•8AI OR P0ASRC HAM REELS WILL NOT BE ACCEPT;D. C EXECUTION 1. PREPARATION OF THE OPE RNIG SNAIL BE BY 11E CONTRACTOR 2 INSTALLATION SHALL RE 6Y A LOCAL LWDERl6DED AH11802E0 TRANS. NSTA1ER_ INSTAULADON SHALL 8 GUARANTEED FOR ONE (1) YEAR AGAINST DEFECTS IN NATE.. AND 10RIONANSIW. 3. COLOR: NEUTRAL --STALE (S) L6-02. COMPACTOR • 11172 A GENERAL 1. C.C. TO FURNISH AND MD& COMPACTOR B. PR00ICTS I. COMPACTOR - SZE 4 -6" HIGH >< 110 LOIt0 z 5-Si WIDE 2 ROTOR: SIP, 3 PHASE. 208/220/480 VOLT 1 0000808 BOX - SEE 81 -6' N(Ai x 23' LONG I O WEE 4. PRINCE DISCONNECT SWATCH ON EXTERIOR C6 BOEDIN6 NEAR CHUTE C. LOCATE COMPACTOR ANO REOO8ER BOX AS ND0.ATED ON 0RACWRG. D. PROVIDE Alm LOCATE N850111Y Ems' FOR SIXPACTOR PEP, v im. ^. - .._._ F PROVIDE 8140 LOCATE CONCRETE PAD FOR CO PACIOB PER NARUF. RECON1ENDATIO.S F. INSTALLALCN: PER NANUFACTL4RES R1. .1061IOa CONVEYOR • 14500 A PRODUCTS 1. P1RN64ED BY GENERA CONTRACTOR A MANUFACTURER ION EQUIPMENT C•PAAE. NC. (1- 800 -633 -7161) CH 000. B. MLY1E0. 190R81-23-484-1-230/3/60-30 CS 1atER BED 110.11E COR EY0R Y41H 60? GRA8TY 88-EE. Y AND 55096011 C ;:34511: JS NE"E1:ED F11 0MGH FLOOR 10 F:4LST9 FLOOR HT. (FIELD 80867) C 110110 35 NSW FRAME (27 580118L) E SPEED: SO I4r.1 F. B 00110 2 FLY ROUGH TOP 8 90 PVC 0. MOTOR 1 HP 230/60 H. DRIVE mom 1101NT. RE4FA1NG I CONTROLS` 2 PUS.- BUTTON 57A1045 2 INSTALLATION PER MANUFACIUREPS RECOMMENDAIXXR5. Dqq -0185 ARCHITECTS ]001 TowOaM1 Ica OeNtec la One 2165241561 CTIe1n;: JO -ANN STORES, INC. 5555 DARROW ROAD HUDSON, OHIO 44236 A1WC 14147 682165051567 Torn-A rZi \1 A A A experience ,e crec,ty SOUTHCENTER PKY. TUKWILA, WA ISSUED FCR CONSTRUCTION 05-14 -99 ISSUED FOR PERMIT C6- 14-9;3 5:51!21 FOR DID EK._ -99 '', ISSUED FOR PUN CNECR S,eet Time E Hi T ECTURAL SPECIFICATIONS NECOVEv cm 0>F Tula - <..a MAY 2 61999 PERMIT CENt._. Free, NCH: 99.191.01 Drawn B ACE Checked By: DE31 Current Dote: 05 -14-99 tiknane 9191A402DM A402 a 1999 WC ARCHITECTS ALL RICEOS RESER. /A i 1 411 V4 P 41 11 yrstst. r • DO NOT PROCEED WITH INSTALLATION UNTIL ALL DIMENSIONS HAVE BEEN VERIFIED WiTH JO STORES INC STORE CONSTRUCTQN DEPARTMENT AT 330-656-21500. THIS PLAN IS FOR SIDDING PURPOSE ONLY. it I THIS SHEET W SE REVISED WHEN JO STORES STORES. :INC, OONIPLETES THE STORE MERCHANDISE FIXTURE LAYOUT. SEALE5--' ' 1 i— _1 JLL === = J=3_ FLOOR FINISH PLAN ED N SCALE. 3/32' DETAIL SCALE - 1 A.I0X 501; Ali 07.06IDAS ARE TWICAL UPON COMPLETION. CARPET LCSTIBULE COLT VC, COLOR 1 (DESERT BEM) VC, COLOR 2 (SANDY BEM.) 03LOR 3 (GENTIAN ECHE) AT 45 CE MIMES Pi THE FICCR PUTERN. OJT EPOT T g A 5 GRE NOBLE FROTI COWER TO CORNER (TYROL AT ALL MOONS AKRE POSSTBLE) BOIL -------1 COTORACTOR TO *WV Li.EDED ANO ALLOW FOR ONE BOX OF EACH TYPE OF FLOOR 11LE TO BE (EFT 1LPH TENANT FLOOR FINISH PLAN SCALE. 3/32 = L- LU COLOR 13 VCT COLOR ft MR) Lin =DR IT (T3P.) L--ACT COLOR f2-7 DETAIL FLOOR FINISH LEGEND SCRS 1/8' = 2 MDT s o. M 21 1/2' co E [-UV COLOR 1*--o r-cr LC, CiP..OR 1 CCOLOR cy CERAMK TRE (EOSINS FE 6704 LEASE AREA - C.IRPET: PRIME SEP.ATE BC RICE TO FRONDE IND INSTALL CIRPET Dcn 0 IS5 ARCHITECTS 3001 Tamp. boa CeNNIcrxt Otro 216520 1561 JO•ANN STORES, INC. 5555 DARROW ROAD HUDSON, OHIO 44236 V"'-ANN A A A A ex2e SOUTHCENTER PKY. TUKWILA, WA COPLETRUMON C6-I4-99 ISSUED FOR PERMIT OS , ts.E. BID ILOOR FINISH PLAN Drawn By: ALF PARC 44147 166 216.520.1567 , ISSUED FOR P. CHECK PECENED crnr OF MAY 2 81 PERMIT CENT, Clacked Ey: DEM C 1SES ARCHTECTS ALL RIG. RESER. CaTePt Date: 5-14-99 FilePaine: A501 9191.1.D. e SEE ITU K; 9Y7 SECT /ON —B U'YUYAIINS 69'-r DLO. or Gear 010. Qr STEEL or-o- MT057NG STEEL GLI V( Purr 3, A - 325 Ii4RORA tm 116.26 8CAM 1/4 WEB 0=7 5/ 8909' -UP "10x15 STRUT PUE !" TOP UP 8"' 76x26 z e- 5/1e SPUCE PLOT B l/4 PLATE 103A'TO8E MID -- C2TT ABOUND EATS7IUC moo, l0 15 S1RUT STRUT CONNECTION DETAIL TYPICAL AT EACH C!,UMN J /4' A -325 HARDWARE W16x26 BEAM 3/4' A -325 HARDWARE Z' IMP TYPICAL 1/4" WEB GUSSET 8001 SIDES EACH BEAM r-! Q,,0 Cr UCLA DECK PLAN = GUARDRAIL & KICKPLATE 1/4' PLATE 1' TOP CAP r COLUMN FRAME PLAN 5/16' SPLICE PLATE WITH SThVT CONNECTION W10x15 STRUT AT EACH COLUMN 1r-8• ata OF Uaor CONVEYOR W16x26 O.T.O OF sari Larson ?q ENGINEERING OF MINNESOTA 3524 LABORE ROAD WHITE BEAR LAKE, MN. 55110 651- 481 -9120 GUARDRAIL UPRIGHT KEY: • NP -800 NP -10 20" -s ara OF STEEL aDOW 040.3) GUARDRAIL FOST 2'50.r14GAN W 16 BEM GENERAL NOTES STAIR �rTeoo �IHIrc DETAIL 7/Y' pi (4 P115) 2) TORBECK 801001/5 WILL NOT BE RESPONIBLE FOR EXCEa561 0661 TOUCHUP IN THE FIELD DUE 10 THE USE OF COLORS OTHER THAN 1ORBECK STANDARDS. STAGING OF 661594.5 OUTDOORS. OR LONG TERM STORAGE. 3) STUROIFLO09 IS A 3/4 NOMINAL ORIENTED STRAND BOARD OR PLYWOOD THAT TS A 55910.1 0*. GRADE DECKING DESIGNED FOR 1IALKI ; SIIL<AGES AND WHEEL LOFTS 50 A MAXIMUM OF 250 POUNDS PER NAEEL. NOT FOR PALLET JACK TEL FOR TIE OR CMRET T75AA "1� 1/ r AND mum) OW FOR PROPER PERFORNIMIt 01-1 (1 5/8"0 r (4 C¢) 04Y. RARING - SWEOCC5D 16' SECTIO,6 STRUT REkOWD FOIQ QARTY TS 8" Sax 3/16 - WALL 05.3/r E37ERXJR BASE PRATE PL 3/4" x l6 r 16' INTERIOR 6650 PINE I) BASEPUTES ARE DESIGNED TO ACCEGAM0111 A 9159466 tiML1VAN LOAD OF 44100 POUNDS IN AC1ORON4CE 6851 A6% REC066 AT10PLS. THE USE OF • 16' x 16' x 3/4 BASEPIATES PRODUCE A BEARING 010 OF 172PSL CUSTOMERS ARE RESPONSIBLE TO MAKE SURE THE FLOOR GR FOOTING 9IL SUPPORT 1141 LOW. MUST BE LESS 9490 { 1s' r 11 1/4 = 1' -O' Luc 05/17/99 12(12 .XDST USE TWO 5900LE CLIP (SC -1) Alp 1IX -3 SCREWS `7O ATTACH MESH PANEL \! 10 GUARDRAIL POST 111111111111111111J1111111III111111 111 11111111111111111111111111111111111111 111111 11111111111111111111111111111111111111 11111111111111111111111,111111111111111 11111111111111111111111111111111111111 iiiiiiiiiiiiiiilliiiililliiiiiiilliiii 1 3/4 PLUG 4 14 WELDED WIRE MEW (81- 1)PAIN?ED 1911 CRAY RP -0S (1 C6 PRATE) FORMED 14 Go. 3/4" SRIRD- 1-12008 1 1/2" -20 Ca CORRUGATE NOTE _ - USE 9' ELBOW 70 JOIN 70P RAIL AT 7F� WRNEFS. - =STALL MESH PANEL WITH HORIZONTAL 9915 TOWARDS GUARDRAIL POST SECTION A -A not to scale B,k BEAM JOC J .FOIST 00.06N 5W: STAIRWAY STRINGER AF: ^L P P.45 Nat.E. Ste: STn66ARAia_'1 PLAT OF JOIST ANGIE OI71EN1ATIQN = FWNDRAIL $ KCKPLATE JO —ANN STORES, INC MCG ARCHITECTURE TUKWILA, WA ORNIIx er JOB WOW 1 1.2 -A . RE xa S:\ ENG\ DWGS\ 220/0 It1N 2 5 ;SS9 1NC, UNISON CONSTRUCTION KEY FOR 69066166 AND 00 QUESTIONS REGARDING INSTALAP.ON CALL: GREATER CLIWINNATI: (513) 367 -0080 061SICE C NNATI: (800) 333 -0000 95DcE_10 OR 005111 506 EST: (513) 768 -0201 (PAC-ER) KN: EC. SG: T RBE K ORECLOOT `? QIEM NP: 04401351 F , , - I -recd I JUN 1 5 19g9 10: LANDGce_u Q N � 1 7 , 1 P OTOSWE __ v 5NEE BRACE BEAM END CAP SWING GATE DESIGN SPECIFICATIONS CAPACITY: LNE LOAD DEAD LOAD: POINT LOAT1. DSFAGE: STORAGE SHELVING: RACK: PALLET JACK. OFFICE _ MANUFACTURING 0GHT: HEAVY: BUILDING CODE: U8C SDSMIC: 7000 3 OTHER Rw =4.5 2 - -30 MATERIAL SPECIFICATIONS BUMS: A -36 TNT: W16x45 912x14 IXT: 916x26 912.14 JOISTS: A -570 Gr. 55 12' X 3 1/[ X 120o STRUT - 910x15 COLUMNS: A -500 Gr. 8 TS 6` X S X 3/16' BASER:ATE: A -36 INT: 16' x 16' x 3/4 EXT: 1S x IS x 3/4 000660: APA RATED 3/4 TAG 510010FLOOR SUB -DECK: A -611 B1.5 20 Go. CORRUGATE TOP CAPS: A -36 FL BRACING: A -36 BOLTS /NUTS:A -325 ANCHORS: 3/4 x 4 SLEEVE ANCHORS STRINGERS: A -36 140 1006.4 TREADS: A -786 DP 3/16 GUARDRAIL WIRE MESH COLOR SCHEME 125 PSF 10 PSF NONE 180 STRUCTURE: 01. CRAY BAR JOIST: N/A CROSSRAIL MESH GRAY HR POSTS SAME AS STRUCTURE KICKPLATE: SAME AS STRICTURE HANDRAIL SAME AS STRICTURE INGERS: SAME AS STRUCTURE BLACK LANDINGS: N/A BRIDGING GALVANIZED GATES: N/A TRANS PLATES:Y000.OW CORRUGATE: WHITE LADDERS: N/A REVISION DESCRIPTION Les Les REVISED PER CUSTOMER SPECIFICATIONS FAILURE TO ERECT THIS STRUCTURE AS SHOWN WILL VOID ALL CONTRACTS. WARRANTIES AND LrABILITIES. ALL RIGHTS, DESIGNS. AND /OR INVENTIONS REMAIN THE CONFIDENTIAL PROPERTY OF TORBECK INDUSTRIES INC., AND GANFW)0 BE USED EXCEPT IN CONNECTION WITH OUR WORK. w. m+: E drilr5 .(J OR PLAN 'IL IA° 1 t P O PER PART AJO. � � - - -� 'OM (KP -•) i DECK - + ) I �FVP- _. T . . . , 1 1 .. -------- 3/4 x 2 1/4" BOLT BEAU B -• - , v / V j BEAM (B 3 /4" FLILT►ASNER �� ■• . j « J J 3/4" X 2 1/4" A325 BOLT I 3/4` FLATWASHER i SPACER PLATE (SP =.) TOP CAP ( , -_` I\ _.-, - 1 / __ -- J 1/4• � \ [ TO p I 2-24 4 t QN ANCM 0L. , : PL ATE 1 1 - 1 1- qI II I j J (�L(DlJlhl 1 C -., ; - SEAM (B - ") l� _ a f SEE NOTE 1 / i I � � Y I Y ., � / � / ��� �. -- // / : iii i iiii / iiii ii77 iiiii / ii.iiiiiii / 777777:4 / _ �[�) p. : . 1[yT � 7 TOP v EWE PLATE awMt�■t�■o ill MAIN (C - =) , 2 -12 to TYP s y O, / BEAM {B •) , , NOTE: 1. TO SECURE BEAM FLANGE TO TOP CAP. ' /<> FLAN USE 1/r X 2 I/4" A325 C AMR (SP-4) 1 1F REQUIRED COLUMN (C ) -. ; 3/4" LOCKWASHER NOTE I.. ■t 3/4 FLATWASHER " 3/4 LOCKWASHER 3/4" A325 NUT I. NOT TO SCAM / 2 -12 ® / dY ✓a� � Wr � NOTE r, CLEAN ALL DISKIS FT1oM BASE PLATE LOCATION AND POSITION COLUMN AS 1kE0LIIPEO, TC ODNSTRLUCTTD/R AND FRAMING PRINT) 2 . NARK AND GRILL. $DLL5, CLEAN IIINDSS QF BRILL DUST THEN INSTALL (1) ^N OR R .T TO PREP T S. LB d COPT OUR-IND 1TRJLLAIG. MNd✓MLiM 1" ; f , 3 !lNN AS 14E T' WSMG SIDE S$tMS (gm-) PROVIDED 'UNTIL COLI MA IS PLUM. (SEE 'SHIMS ARE ACT TD BE uSE1D FOR ELLWATJOJ4 AD USTMENTS) #. TiLM4TL1y ANCHOR X15 SEOUFRLY AND CtNEQK [OF COLUMN 15 511111 !PLIL41E1 BASE PLATE TO FLOOR HARDWARE ( 4 BOLTS REQUIRED PER TOP COP CONNECTION. ) 2. SPACER PLATES AT TOP OF COLUMN ARE TO BE USED FOR MIGHT ADJUSTMENT FOR BOTH BEAM HEIGHT ENEENENCES AND MINOR FLOOR INCONSSTENCIES. ,// - 3/4" NUT 1. (4) BOLTS REQUIRED PER JOIST (J-r) NOTES: 1) IF THE COLUMN EXTENDS PAST THE BEAM ON THE PERIMETER OF THE PLATFORM, 1HE DECK PLATE (OR KICK/NATE ANGLE) MUST ALSO EXTEND PAST THE BEAM TO BE FLUSH MINE THE OUTSIDE FACE OF THE COLUMN. 2) SEE DECK PLAN FOR SHEET PLACEMENT_ DIAMOND PLATE TO STRUCTURE ' ._ �eEAM 2 -1z COLUMN (C -.) l TOP CAP CONNECTION. COLUMN (C -.) 2 BEAM TO COLUMN *'I£RM€1TSA BEAM (B -.) JOIST W .o e. ®.e.�..�. NIERNAL kW (A_.1. JOIST (J - ") JOIST -•) (J BOLT x 2 A325 HANDRAIL POST (NP -•) i/2" X 2" BOLT BEAM SPLICE (CUP ANGLE) APPUCBLE ONLY WHEN JOIST BEAM SPLICE 1 F W. STANDARD BEAM IS CONNECTED AT BEAM SPUCE LOCATION. (CUP ANGLE) ' j 1 r SP LICE PLATE a I ( Y , 0 (BS) Q ` , 0 ■ BEAM B -• ' ( ) � � ID �/, V APVIAiii ii_ STANDARD BEAM SPLICE PLATE A325 BOLT n 1/2- X 2" , �! / / ` ` / BEAM (B -•) �� ..% uut�� � S \ BSS t/2" FLATWASHER / ■ OM - . BSS -• / 1 1/2" A325 ' NUT Q / �. I Q - --J J ��, ?/2 LOCKWASHER /� /l/ # /'/ t / ///l4riS r 1/2" LOO(WASHER «> ., F .R f �..��< SF/I < %AS/°lg, " - !!!!I r I 1 I > • j ��l�ll�l��11u ,11 . - • 1 - 1���� '11111 / / JJ"" BEAM I - .� 7 2 A325 NUT / 1/2" FLATWASHER (B -r) T / ^" 1/2 A325 R U T 1 I- I 1/2" X 2" A325 BOLT « L.00KMM14 "9NEN1 A I"UAT1M'A'SHER �I 1/2 325 NUT I I I ® . " LOCKWASHER • O I I / J _ J - / - 1 2 x I ' ` 2 ° 0 2s BOLT .' / i� : / \/ i/� %iii% � TE P ANGLE I(rA -. .� CUP ANGLE (CA -.) 1 « ' CLIP ANGLE (CA-4) / t /2 ° .wr ' LOCKWASHER I/2" NUT \ 0 ! ft . V j ai dal GRAMQ- Of � • , . y / . n r ir: �,I;,w;..rri, <: NOTE: T. USE TIT 125 tiii . '.. B To' C(URt CUP ANGLE TO DEW. (3) PER octNNECTJON REQUIRED, eesiiiiifiiiiiiiii NO /2' X 2" 5325 HARDWARE TO SECURE CUP ANGLE TO BEAM. (3) PER CONNECTION REQUIRED. 2. NO FLATWASHER REQUIRED AT DOUBLE CUP ANGLE CONNECTION. DOUBLE CLIP ANGLE TO BEAM 0 ' ! j /I / / / / / / / / / / /// NOTE: 1. SECURE HANDRAIL POST TO BEAM USING 1/2 X 2" A325 HARDWARE, (3) PER CONNECTION REQUIRED. 2. FLATWASHER MUST BE ON BEAM SIDE OF CONNECTION. HANDRAIL POST TO BEAM 0 r BEAM SPUCE PLATE � mss, - � : _::_ (OLP ANGLE) I E1w E,2 00 NOTE: 1. (2) SPLICE PLATES (CUP ANGLE AND /OR STANDARD) ARE 3. CHECK C SPLICE CUCTION DRAWING FOR ORIENTATION OF JUN 1 5 g REQUIRED PER CONNECTION. REFER TO PLAN VIEW FOR OTHER q ON PERIMETER BEAMS PLACE BOLT HEAD A FLATWASHER THAN STANDARD SPLICE PARTS AND ORIENTATION_ 2. USE 1/2 X 2" A325 HARDWARE TO SECURE BEAM SPLICES. ON THE OUTSIDE TO MATCH JOIST HARDWARE_ (6) BOLTS REQUIRED PER CONNECTION_ / BEAM SPLICE/BEAN{ SPT ICE CLIP ANGLE TO BEAM ` 3 BEAM SPLICE S. 1) FTT ANAS7 ON BEAM SIDE OF CONNECTION, 2) FLAGS REONUN iD AT COP ANGLE 10 JOIST CONNECTION �."\ 4 I SINGLE CLIP ANGLE TO BEAM ,� T ,� i1 ,`' J l F D 5 '899 02" - ' Larson ENGINEERING OF MINNESOTA 3524 LABORE ROAD WHITE BEAR LAKE, MN. 55110 651 -481 -9120 SPLICE (HJ) PL1J TM° OS BIL :(*4R -.) !4ANORAJL END(HE) UGL (N BOLT BOLT TORIBECK \` FLAT MEZZANINE INSTALLATION INSTRUCTIONS 1. PLEASE READ THE INSTRUCTIONS AND DRAWINGS THOROU TO FAMIUARIZE YOURSELF 8_ ATTACH BRIDGING TO JOISTS USING 12 -14 X 1" TEK -3'S WITH AIL DIMENSIONS, MARKS. COLUMN LOCATIONS, DETAILS. AND SPECIFICATIONS AS INDICATED ON FRAMING PLAN. BEFORE BEGINNING ANY ASSEMBLY. MEZZANINE MANUFACTURER WILL ASSUME NO RESPONSIBIUTY IF NOT INSTALLED ACCORDING 9. INSTALL BALANCE OF HANDRAIL POSTS, KICKPLATE, TO STATED INSTRUCTIONS AND SPECIFICATIONS. . TO PLAN VIEW. FIELD CUT SI TE 2 . ALL PIECES OF FRAMING, DECKING, POSTS AND COLUMNS CAN BE IDENTIFIED A : ID KIC KICKPIATE CORNERS, AND CAPPING ANGLE ACCORDING CAPPING AN RS A C ARED PI LENGTHS_ �N GT THS_ CROSSRAIL LOCATED UT� E ON EITHER THAT ARE HANDRAIL) MAY BE ATTACHED AFTER DECK DECKING PIECE. THESE THE PLAN WRITTEN ON EACH ASSURING KS (HORIZONTAL IN PL4C WLL CORRESPOND MARKS PROPER LOCATION OF EACH ITEM. 3. BEGIN BY REFERING TO THE PLAN VIEW AND /OR COLUMN LAYOUT PAGE. TRANSFER COLUMN 10. INSTALL DECK ACORDING TO DECK PLAN. CENTER LINE DIMENSIONS ROM THESE DRAWINGS TO THE FLOOR_ PLACE COLUMNS IN 11 TIGHTEN ALL BOLTS PER THE AISC "TURN OF THE NUT" PROPER LOCATION ACCORDING TO PLAN VIEW. NOTE DIRECTION OF COLUMN T«OP CAPS, METHOD. THEY SHOULD BE ALIGNED WITH STRUCTURAL SUPPORT MEMBERS. MARX AND DRILL THE 12. INSTALL STAIRS, LANDINGS, LADDERS AT THIS TIME. FLOOR TO ACCEPT PROPER SIZE ANCHOR BOLTS. DO NOT TIGHHT31 AT TH■5 TIME. PLUMB COLUMNS. USE SHIMS PROVIDED ONLY WHERE NECESSARY. THESE SHIMS ARE USED TO 13. INSTALL CROSSRAIL, CROSSRAIL CORNERS. CROSSRAIL PLUMB COLUMNS ONLY AND ARE NOT TO BE USED TO ALTER FINAL ELEVATION UNIONS, HANDRAIL ENDS, GATES, AND GATE AND STAIRWAY TRANSITION PLATES AND BEAM END CAPS NOTE: IN ALL CASES WHERE FLOORS ARE CRACKED. NOT LEARL OR NEED PATCHING, USE / R€ca OF HIGH STRENGTH GROUT WILL BE REQUIRED TO BRING ALL COLUMNS - a TALL KNEEBRACES AND/OR SUPPORT ERACES CONSISTENT ELEVATION. (GROUT IS NOT SUPPLIED BY TORBEOK NDL Pt c rNi.. ... :uI.. " "G TO PLAN AND ELEVATION VIEWS. CITY OF TOUCH UP 'PAINT ON ALL MEMBERS USING PAINT JUN 1 4. ATTACH CUP ANGLES (AND SUPPOR! ARIAS WHERE REQUIRED) TO BEAMS USING 1 /2" A325 PROVIDED. HARDWARE (SEE DETAILS). REFER TO CUP ANGLE DETAILS REGARDING ATTACHMENT AND 76. THE DETAILS SHOWN ON THIS PAGE ARE STANDARD PERMIT PROPER ORIENTATION OF JOIST SUPPORT LEGS. M CONNECTION DETAILS AND ARE NOT NECCESSARILY ARROW ON PLAN VIEW INDICATES THE PROPER POSIT1�F11NG ..° CUP ANGLE AND J015T. IT IS VERY IMPORTANT TO SQUARE JCsST SUPPORT LEG CF CLIP ANGLE TO FLANGE OF BEAM. THIS APPLICABLE TO EACH JOB. WILL INSURE PROPER JOIST ALIGNMENT. TEMTEN AU.. BOLTS TO SPECIFIED TORQUE. ,�� WASHE ��■ - ^- ' i - a .IF=i ^ j +' 1 j 5 7 / 2 " -,.,r ,( _ i/ /,� �� / � �/��� /���� � ` - ^ ' 9 � HX � � SpUCE (HJ) CROSSRAIL (FIR-.) f `��`. `■ ` " \`� SPUCE (HJ ) CROSSRAIL (HR -•) 12 -14 X 1" TEK 3 SCREW TYP. INSTALL SCREWS FROM BOTTOM. NOTE, 1, SLIDE PART NJ INTO PART H5 P ART SLIDE CROSSRAIL OVER PART Hi, SECURE CROSSRl AND PART HX TO PART HJ USING 12 -14 X 1" IEK 3 SCREWS. CROSSRAIL C 0 R N I 0 I I I I I I I 4:' I ( I I - E R 3 A 1 y j E I - - - -- I 4 ,8" , - III 1 LOCK WASHER AND OR / •11111111111111111111 I I I I I I T 1 I �. $ HANDRAIL POST (P-...) -,, NOTE \. 1. I Gi m t is cLooEi REFER TO ATTACHED GATE DETAIL BEFORE rNSTA AIG CROSSRAIL 2 SECS ORDSSRAE. TO MOUNT WBAOKETS USA* A QUANTITY OF (2) ' OPPOSITE I 1' T;E 3 •a 'YIS UN OPAl2$ITE SIE�ffS O< EACH RR WET. ONE 'SSW FROM T BOTTOM AND ONE SORER THE BA'OK OF lw iRAOKE'I. L(4) 12 - A4 X 1" TEK 3 MUST OE USED TO ATTACH M1�AJL 1M MUST AT A' * PAST. 3. SLL*UE PARR U4J I(pROS5NTJ11L. ) INTO '. mom 4 I®DTTOM U9IkJL (2) 12 ID 4. 'SE PART 44J '( SPUCE) 2; 12-14 SECURE FROM 111 BOTTOM USING (2) 12 ■ 5. CENTER RAZE *LIST BE CULT 2 T/2° LONGER PALS 6. *NEVI imM R*NI SYSTEM COMPLETE. INSERT TOP ( //�� � -.) HANDRAIL 111 ..� 1 J 1. -".d .., I SPLJCE PQNT�, EACH £14p OF AD -14 1C 1" !Ex 3 OF C OSSRAIi. -14 X 1" TEK 3 THAN TOP AND PLASTIC PLUGS - -- ` HJ 1 i ,,,_14 X 1• TRK -3 TYP OCCUR k WINO S OS RAIL, SCJ',M HANDRAIL AND HANDRAIL END. SCREWS. F3(JTTOM ON „ter•. FLATWASHER - NUT NUT INCORRECT C ORRECT NOTE: 1. WHEN SECURING ALL HARDWARE, IT iS IMP ?TANT TO MAKE SURE THAT END OF BOLT IS AT '!ST FLUSH WITH FACE OF NUT. 2. IF WHEN MAKING A CONNECTION HARDWARE BOLT DOES NOT EXTEND PAST THE FACE OF THE NUT, RECHECK FRAMING PRINT FOR TYPE OF HARDWARE W R.. REQUIRED TO � MAKE THE CONNECTION. n SPECIFICATIONS HARDWARE SPECIFIC 5. STARTING AT ONE END OF COLUMN ROW, UFT BEAMS INTO PLACE AND ALIGN HOLES IN COLUMN TOP CAPS ANC FASTEN WITH 1/2" A325 tiWIT WARE, (SEE DETAILS). HAND T'GH 4+ c BOLTS UNTIL ALL BEAMS, BEAM SPLICE PLATES AND SPACER PLATES I. c REQUIRED) ARE IN PLACE. ( THEN TIG ALL BEAM TO COLUMN CONNECTIONS_ 6. LIFT JOISTS INTO PLACE AND LOOSELY ATTACH JOISTS TO LEG OF CLIP ANGLES. AFTER THE ARE IN PLACE, CHECK COLUMN CENTER U VIES AND TIGHTEN JOISTS AT ALL COLUMN CENTER LI:CES, AT THIS TIME MAKE SURE MEZZANINE FRAME IS SQUARE. WHEN TIGHTEN ALL REMAINING JOIST CONNECTIONS.. SEE BAR JOIST PAGE FOR BAR JOIST CONNECTION DETAILS_ 7, IF HANDRAIL IS TO BE ATTACHED TO PERIMETER OR INTERIOR JOISTS SUP " J HO TYPE HANDRAIL POST OVER JOIST, PLUMB IN BOTH DIRECTIONS AND FASTEN WITH REWIRED QUIRED HARDWARE (SEE DETAILS). THIS T YPE H ANDRAIL POST MUST 5E INSTALLED PRIOR '.0 DECK IN STALLATION . m n U 1 RA A >..7 c� TROt�EC LTC r m i� INSTALLATION DETAILS ® - T [(t� I- J L� L E{� �� © li1L��J 355 INDUSTRIAL DRIVE . HARRISON. ON.IO 45030 • (5131 - 367 -0080 . .•. ,,,f LAS OR PL AN Vit 0/ rOR PROPER PART NO UPPER STAIRWAY IIF APPLIIMIE STAIRSIDE (SW0 DECK LEVEL STAIRSIDE ( -0 -*OEM LEVEL MOUNTING BRACKET STAIKSOC (5 , ,/ / / /- / 4 DIAMOND PLATE TREAD --\ \ ' I'l FLAT SIDE Or CHANNEL IN (CHANNEL FLANGE OUT) 3/6" X I VA" 5 HAF1DWARE STAIRSOE (SW0-.) - -\ ,'1 BEAL; (u.-.) I ---I '.-----1 ___...1 ___ ,-- AILVAVOT/AI AI. 12-14 X 1" TEK SS ,i LIPartfl, ,„„„„„„„,. : NOTE B 'ELD JOIST E . D CUPS 1. Sfl,.11RSTjoiAIRSST13 OR BEAU :E 2. MAL !............................ I , I ' 1 I .'..sT ( J , BEAM JOIST (BJ-0) 1 A 1 , , mOuNTING BRACKET , E I 111 Will An 1 I LAN CANG -. , 4 (1 ) 0 i L ANDING KICK1.LATE - ( (LK-0) . J o wh. - 111 # 0- s , . : 1. I , , / ' ' r - (SIN-.) ' . . STAMM* 4 / . . S Ik/ I( I 1/' , DRAM HARDWARE I / • 1 , - 1 ' '" STAIR TREAD TOP. . . 1' X 5 1/2" A NCHOR BOLT , .... ,....) SEE DETAIL I I CROSSET) BRACED COLUMNS ,\\,,Etk I 7., . / GRADE NE .111 I 1" H. /2 x 2 A325 Dw NoTE: 1. SECURE STAIRSIDE x TO WEB OF 2" 1 A325 HARDwARE_ 2. STAIRSIDE : 130 BE dap WELDED TO BEAM (SEE WELDING •. TREAD END CAP ED C4 4 FLAT WASHERS ARE RE AT BOTH SIDES or CONNECTION ALTERNATivE coNNEcTioN 0 16 1 I I I 1 --h " 1/2 X 1 t/r A325 HARDWARE NOTE: FIELD FIELD DRILL SUPPORT ANGLE %MTH 9/16" • HOLES USING STAIRSIDE AS A GUIDE, AFTER HOLES ARE DRILLED; SEOJK STARSIDE TO SUPPORT ANGLE USING 1/2 S I 1/2 A3 HARDWARE. (1) PER 90€. DETAIL Al TREAD) NOTE: 1. SECURE D PLATE IAMOND PLA OR BAR GRATING TREADS TO STAIRSIDES WITH 3/8" X 111 1 1/e GRADE 5 HARDWARE. 2. REFERENCE STAIRWAY INSTALLATION INSTRUCTIONS (NOTE 3) ONCE ADJUSTMENTS ARE MADE SECURE CONNECTION USING (6) 12-14 X 1 TEK 3 SCREWS. 3. STAIRWAY MUST BE INSTALLED BEFORE DECKING. STAIRWAY TO JOIST SPECIFICAMN). iffo 7 /// IF AllIAM , ( D , STAIRWAY TO BEAM NVE. STAWAwy ARE IJRNDIWG LIST MOK TO FLOOR A .T_&1i1JA 1 V lAii.irs 1 AMPlihir ...., i 7-, TA v./7 1 7 l_rNINLICINU • TREAD TO STAIRSIDE : LAKING QEOL STAI W RWAY OUNTIWG BRA CKET-, " ..... L --\ LANDING DECK DECKING \ r JOIST (.11-0) -- TOP TREAD 1/2" X 1 1/2" A325 HDW_ READ STAIR T --„, , - - , 1._.0 _II I - 1 - -- I CO) , - , \ COLUMN (C-0) (PREIXaDED TO STAIRSO ) 11 I lin, ,, 2 ,/, \\\".\\\\\ \ 4 7_ .-....7.= , MI 1 VAVAIIIAW/AFAIMPAPZ 1 0 0 0 iMirrffilin - - ,' N L ANDING (L-0) 1P's , ,,, , o,01 kl 111 ' / r-_-__._____..1 , _ : ' I 1 JOIST (J-• OR BEAM JOIST (8.1-.) I L I , ===. , ...„ ', 3/4" X 2' A325 HARDWARE TYP. 2 PLACES STAIRSTRINGER (SW-0) I ® ,_, 1 I CO) L _____I X 1 1/4" NOTE: 1. ALIGN PUNCHED MOUNT 2. SECURE USING FIEUD STAIRSIDES COLUMNS I A3Z5 STAIRWAY HOLES CCX..UMNS. STAIRWAY 1/2" X mOUNTING BRAcKET • I II . VI - 1 IIIIIIIIIi, , 1/2" g 1 1 /r A375 HAMA , ■ , --LANDrNG IL-.) It- sTawmor (spo,-.) NO 1 I ALAIN STAIRANylmouNoNG swAcryr HOLES WITH PRE-PuNOHED LANDING HOLES. THEN ....'.. ... - 1 " E/ 1/2 x 1/2 A325 HARDWAR NOTE: - How Top OF LANDING DECK FLUSH WITH i TOP OF MEZZANINE DECK AND TEED DRILL JOIST OR BEAM JOIST WITH 9/16" • HOLES I, USING LANDING LANDING (PRE PUNCHED HOLES) 1 AS A WOE. 2. CON CONNECTION ONLY POSSOLF WHEN MEZZANINE I I L MID-SUPPORT ,..41 COLUMNS (MSC-0) NOM: 1_ TO INSTALL MID-SUPPORT DRILL STAIRWAYS WITH USING MOUNTING BRACKETS 2. SECURE MID-SUPPORT USING 3/8" X 1 1/ 4 STAIR SUPPORT I . COLUMNS 7/16" COLUMNS Az25 I r 3/Ts" HARDWARE • HCXES AS GUIDES. TO HARDIE/OE_ STAIRWAY COLUMNS COLUMNS WITH PRE- IN STAIRSIDE TO COLUMNS TO STAIRSIDE 1 1/2" A325 HARDWARE_ GRANO . -." 1/2" x 1 i/2" J I A325 HOW. I I ,, MOUNTING PLATE 1- '' I' ' '°: ''' ' 1- 1 7 2=Z2Z12772Z2= ., ... .--, q0 NOTE: SECURE STAIRSIDE TO MOUNTING 3°2. 5 :T TO U G 1/2" X I 1/2" A325 PLATE ilDw. BEAM ZCIJW STAIRWAY TO LANDING RATH 1f3 KT 1,./2 AS25 HARDRAWE cTAID °‘ TO LANDIN(‘ ...) I rLIIN ar% ri " 1 ■ NOTE: DECK EQUALS l OR LESS IN DEPTH. IF CONNECTION NOT POSSIBLE SEE DETAIL P 3. SECARE LANDING TO JOIST OR BEAM JOIST USING r x I I/2 t/2 r A325 HARDWARE. LANDING TO JOIST 1. WHEN INSTALLING A OUIK SPACE/COLD FORM MEZZANINE STAIRSIDE TO COLUMN USING PRE-DRIUED HOLES 2. STMRSIDES IAUST BE INSTALLED BEFORE DECK. STAIRSIDE TO COLUMN HANDRAIL UPRIGHT (NP-.) -, / R/L R L ATTACH IN COLUMN. LANDING COLUMNS (LC mAmDRAIL END (mE) -,,,, 44ANDRAIL POST (NP-.) CROSSRAR. (HR-.) .2 ji , - = - , ,-. ,3 Larson ENGINEERING OF MINNESOTA 3524 LABORE ROAD WHITE BEAR LAKE. mN. 55110 651-481-9120 •.. LANDING (L ) HANDRAIL --O--1 1. POST (NP-.) JUN 1 5 1999 MEZZANINE TORBECK STAIRWAY e- L HJ INSTALLATION INSTRUCTIONS . 14 R U1I.Tt3NAIL (10 - , s, , - SEE NOTE . 40 1E- (LK-.) 1 SE CURE LANDING COL TO __.,...,,,,.,,,..„„,,,i3,4...x 2 0,325 +IARDiMARE - I r ' 1/2 FLAT- wASMER 12 X 1" TEK 3 SCREW TYP. INSTALL SCREWS FROM BOTTOM. NOTE, 1. INSERT SPLICE (HJ) HALFWAY INTO BOTH ENDS OF CORNER (HX), SECURING FROM THE BOTTOM WITH 12-14 X 11 TEK 3 SCREWS. 2. INSERT NJ/HR ASSEMBLED CORNER. 2 1/4" REF. INTO END OF CROSSRML (S) (HR-1). SECURE FROM THE BOTTOM WITH 12-14 X 1" TEK 3 SCREWS. CROSSRAIL (FIR -0) r - - 1 ( I F • 7 STAIRWAY ASSEMBLY WITH UFTING EQUIPMENT 0,0 - 1. FOR ASSEMBLY OF STAIRWAY. LOCATE ALL PARTS NEAR INSTALLATION AREA E START BY LAYING OUT STAIRSIDES PARALLEL TO EACH OTHER WITH THE TREADS TO ONE SIDE_ IF THERE IS ONE TREAD SMALLER III DEPTH, THIS WILL BE THE TOP TREAD_ 3. START AT THE TOP AND LOOSELY BOLT TREADS INTO PLACE USING 3;8" X 1 1/4" GRADE 5 HARDWARE. HARDWARE CAN BE FOUND IN A SEPERATE BOX MARKED "STAIRWAY HARDWARE", LOCATED IN ME.ANINE HARDY/ARE DRUM IF SHIPPED NATH MEZZANINE 4. WHOI ALL TREADS ARE IN PLACE. HAND TIGHTEN 3/8 HARDWARE. INSURE THAT ALL THE CONNECTMS HAVE PROPER HARDWARE (REFERENCE DETAILS). 5_ STAIRWAY M NCW FEADY TO BE UFIED INTO PLACE USING i_IFTING EQUIPMENT. TIGHTEN VT HARDWARE SECURE,. WHILE LEVELING EACH TREAD INDIVIDUALLY. .,. TIGHTEN AL._ , .7 ::-.,-.. S:AsP,AY AND LANDING. (r )4IN. EMBEDM'ENT) 7. APPLY MU. UP PAIXT AS NECESSARY T IMENT S.TAIRWAY ASSEMBI Y MTHOU I IFTING FOUP _1_ _LL NOTE: DECK NOT SHOWN FOR CLARITY -4 MI Pr 11 : . 1Y"".'1".. $ ' (29 I I L__J LANDING COLUMN (LC-0) 12 X 1 I/4" TEK 5 SCREW NOTE: 1. USING THE 1 1/2" X EXIT LEFT EXIT RIGHT el111111011.1/11111MI 1 - BEAM OR JOIST \--LA or 2 f SECURE LANDING COLUMNS TO LOCIR USING 1/2' ANCHOR BOLTS 3. HANDRAIL LIMO-JIM NO I ..-K-ICKPLAIE BON 4 ARE I G SAW* +OLE% SECURE ,1101TH I ATT. TO LAWDING ■LMIN LANDING (L-.) KIDKPLATE TRY 76 / CROSSRAIL CORNER TOP VIEW iiik SEE DETAIL i \/ T1P. 1 I/2" X 1,43' AN LIE (LA-1) SUPPLIED. TIE 1. IF UFTING EQUMIENT IS WOT AVAILABLE, YOU CAN START BY LIFTING STAIRSIDES ONE AT A TIME AND CURE TO MEZZANINE AND LANDING (WHICHEVER APPLIES), US/NG HARDWARE INDICATED IN DETAILS. 2. START AT THE TOP OF 1HE STAIR DES AND WORK YOUR WAY DOWN WHEN INSTALLATING TREADS. a FOR FURTHER INSTALLATION NOTES SEE STEPS 3, 5, B 6 OF * STAIRWAY ASSEMBLY WITH UFTING ECILMNENY . NOT ALL DETAILS APPLY TO EACH JOB I - - r - T,. -- I a -I ..„ _ I ,... I i I 1 A ti L HANDR L END (HE) -, H.) NOTE: 1. INSERT SPLICE (HJ) INTO BOTH L __It biar ..// 'HRr,HWAAB.: 4 sEcuRE , EmessAAA„ TO MOUNT 1/2 II 2' NIG BRACKETS DN NANDRAII, A325 posi Lo gtoc 2) 12-14 X 1 ( " TEW 3 SCREWS ON OPPOSITE SIDES IANDING COLUMNS OF EACH BRACKET. ONE ( LC - .) SORE*/ FROm Ti4E sorrow *Ho OFE SCREW FREW T4-E BAcK, DF THE BRACKET_ LANDING HARDWARE \--,) CROSSRAIL (HR -4) -. - a.lica 0.1. ENDS OF HANDRAIL END (HE), SECURE FROM THE BOTTOM WITH 12-14 X 1" TEK 3 SCREWS. 2. INSERT HJ/HE ASSEMBLED END, INTO THE ENDS OF CROSSRAIL (9) (HR -1). SECURE FROM THE BOTTOM WITH 12-14 X 1" TEK 3 SCREWS. 3/e x 2" HARDWARE TYP. TOP VIEW LANDING COLUMN TO MEZZANINE. Fia..D CUT THE ANGLE TO FIT FROM LANDING COLUMN TO MEZZANINE. 2. SECURE ANGLE USING (3) 12-24 X 1 lie TEK 5 SCREWS PER CONNECTION. LANDING STABELIZER RECEIVED STAIRWAY AND LANDING CnY ' INSTALLATION DETAILS JU 1 7 PEParr c TORBECK [IMEIC4R,...5TEUER a HANDRAIL UPRIGHT LOCATION EXIT RIGHT D. HANDRAIL UPRIGHT LOCATION EXIT LEFT HANDRAIL UPRIGHT LOCATIONS TEE SCREW TYP. --\11 HANDRAIL END III 92_01_08 I 355 INDusTRAL OWE • HARRi,uN. OHIO 45030 . (513)-367-DM RE NO.: QUI 1 IL; CLP r (CA -.) T { r OR PLAN 'OE TA FOR PROFTFR 'PART NO. 4. JOIST ( - TED sr.ffi ST. "mT $ 0?P4 *9LE) TO SUPPORT ARM USING (1) 12 -24 X 11/4• TEK 5 SUER PER SUPPORT A. (D -•.9 TO 'CURRUIGA PATTERN NOTES 1. INSTALL SIJPPORT ARMS AND CUP ANGLES USNC THE SANE t'IL»S. LANLESS NOTED OTHERWISE, 2. SECURE SUPPORT AMA TO BEAM USING (3) 14' K 2 A325 sours, NUTS, R ANAS Al D LODXMASIETRS 3. nuo TRIM &Jo OF S1>QPDRT ARM iX NECESSARY. SUPPORT ARM TO BEAM I 1 5d16" ,NN-ILO "S" PHILLIPS HEW SCREW. #E K 1 5r'E1" *4II -LO "S" PIP TAPS HEAD SCREW. (3/16 STEEL RI>;ETS FOR 'DIAMOND PLATE) II J SEE NOTE 3 CORRUGATED L:" AP - NOTES: 1 SECURE PL FYMDDD TO CORRoc.ILIEID DECK IJSVr, e e X 1 5/8" HI_IO ^S• SCREWS PETR a' K E' SHEET OF PLVMOOD (4164). 2 SWORE OIAMDIIN PLATE 10 CORRUGATED USING (24) 3/16" STEEL RIVETS PER 4" X 8' SHEET. 3. IM4EVI , IMSNTAXARG PUVMOOD KNEEN 340.100110 PLATE AND CORRUGATED. USE (8) SCREWS PER 94LEl U ANNO (24) Soros PER 4" X 8' STREET OF DIAMOND PLATE. ca�r*S TO FASTEN DIMAOND PLATE. Re PLATE MUST BE DRILLED AND CCOURI VISUME 5. toe. NNS1T 4. Ie". PLYTMDOD PERPENENEULAR TO 114E CORRUGATED. GENERAL PURPOSE SItMS 1r'sT USED WON PLYWOOD BREAKS ON A VALLEY, PLYWOOD AND /OR DIAMOND PLATE TO CORRUGATED BRIDGING IP FLANGES PLYWOOD (0 -0 BEND BRIDGING UNTIL BROKEN. NOTES: I. FIELD CUT BRIDGING AS REQUIRED. 2. TO CUT BRIDGING SNIP FLANGES. THEN REPEATEDLY BEND BRIDGING AS SHOWN ABOVE UNTIL IT BREAKS. 3. SECURE BRIDGING TO JOIST USING 0) 12 -14 A 1" TEK 3 SCREW PER JOIST. 4. AT BRIDGING SPUCE (1) TEK SCREW IS REQUIRED ON EACH SIDE OF SPLICE. SEE DETAIL 5. *NEN SECURING BRIDGING TO STRUCTURAL CHANNEL, BAN Ji1;5T. OR BEAMS USE 12 -24 X 1 1/4" TEK 5 SCREWS. ( 20 OECK FAST O OFJ ST BE GH 1HROU TOP OF ,RTfSi CLIP AFTER DECK TS INSTALLED. PRIOR FASTENING OF THIS S[JiEW MAY NTERFZTTL TRIM DECK INSTALLATION_ CORRUGATED i PLYW000 12 -24 X 1 1/4" TEK 5 5 SUPPORT ANGLE 10 SUPPORT DECK BETWEEN ARMS. JOIST (J-.) 12 -14 X 1' TEK 3 (1) SCREW PER HOLE IN JOIST CUP. NOTES: 1. SECURE SUPPORT ARM TO JOST USING 12 -14 X 1" TEK 3 SCREWS, (1) SCREW PER HOLE N JOIST CLIP. 2. FIELD TRI1 ENO OF SUPPORT ARM IF NECESSARY. 3. SECURE SUPPORT ANGLE (IF APPLICABLE) TO SUPPORT ARM USING (1) 12 -24 X 1 1/4" TEK 5 SCREW PER SUPPORT ARM. SUPPORT ARM TO JOIST USE WITH BAR GRATING ONLY TRANSITION PLATE GATE NOT SHOWN FOR CLARITY. STAIRWAY NOSING (SIN -.) OR STAIRWAY TRANSITION PLATE (SW1P -.) GATE TRANSITION PLATE 3/8" X 4" FLAT HEAD MACHINE SCREW i. TO MOUNT TRANSITION PLATES, FIELD DRILL DECK WITH 7/16` DIA. HOLES AT GATE LOCATIONS. USE PART W -1S (UNIVERSAL WASHER) AS A SQUASH PLATE UNDER DECK A SECURE WITH 3/8" X 4" FLAT HEAD MACHINE SCREW. GATE TRANSITION PLATE SUPPORT ARM (SA -.) 12 -24 X 2 1/2" TEK 4 NOTES: ` 3/8" NUT 1. TO MOUNT TRANSITION PLATES, FIELD DRILL DECK WITH 7/16" DIA. HOLES AT GATE AND STAIRWAY LOCATIONS. USE PART W -' (UNIVERSAL WASHER) AS A SQUASH PLATE UNDER DECK A SECURE WITH 3/8" X 4" CARRIAGE BOLTS. 2. WHEN MMIITING STAIRWAY NOSING (SN) TO BAR GRATING, SECURE USING 12 -24 X 2 1/2" TEK 4 PHIWPS HEAD SCREWS. 3/8" X 4" CARRIAGE BOLTS W -1S y FLATWASHER V LOCKWASHER 3/8" NUT PERIMETER JOIST CORRUGATED DECKING TEK SCREW TW. INTERNAL JOIST (J-•) PERIMETER BEAM (B -• OR 8.1-9 KICKPLATE OR CAPPING ANGLE ,.r12 -14 X 1" TEK 3 KICKPLATE OR CAPPING ANGLE 1 (CAPPING ANGLE SHOWN) CAPPING ANGLE DOES NOT EXTEND ABOVE DECK SURFACE 5. ADDITIONAL SCREWS AND SADDLE CLIPS ARE PROVIDED FOR ANY PROBLEM AREAS. LAP JOINT CORRUGATED DECK 0 CORRUGATED DECK 12 -24 X 2" TEK 5 OR 12 -14 X 1 t /2" TEK 3 SADDLE CUP v GATE OPENING GATE SIZE SWING GATE BAR GRATING 12 -24 X 1 1/4" TEK 5 JOIST OR BEAM ICKPLATE OR CAPPING ANGLE (CAPPING ANGLE DOES NOT EXTEND ABOVE DECK SURFACE) PERIMETER JOIST (J-.)- BEAM (8-• OR 8J--.) NOTES: 1. REFER TO CORRUGATED DECK PLAN BEFORE STARTING INE ALLATION OF CORRUGATED DECKNG. 2. PLACE KICKPLATE OR CAPPING ANGLE UNDER CORRUGATED BEFORE FASTENING DECK. 3. SECURE CORRUGATED TO COLD FORMED JOIST USING 12 -1 X 1" TEK 3 SCREWS. SCREWS ARE TO BE INSTALLED 12" ON CENTER ON INTERNAL JOIST AND 6" TO 6 1/2" ON PERIMETER COLD FORMED JOIST DEPENDING ON CORRUGATED TYPE. 4. INSTALL CORRUGATED TO BEAM, STRUCTURAL CHANNEL, OR BAR JOIST USING 12 -24 X 1 1/4" TEK 5 SCREWS. SCREWS ARE TO BE INSTALLED 12" ON CENTER ON INTERNAL AND 6" TO 6 1/2" ON CENTER ON EXTERNAL MEMBERS. NOTES: 1. PLACE KICKPLATE OR CAPPING ANGLE UNDER BAR GRATING BEFORE FASTENING DECK_ 2. WHEN INSTAWNG BAR GRATING TO BEAM PLACING BAR GRATING 1/4" FROM EDGE OF MEZZANINE FRAME BEAM OPENING /CUT -OUT. 3. SECURE BAR GRATING TO MEZZANINE FRAMING MEMBERS IN A STAGGERED METHOD EXCEPT AT DECK BREAKS AND PERIMETER. USING (2) SADDLE CUPS PER PANEL END. SEE DETAIL AT RIGHT. 4. USE 12 -14 X 1 1/2" TEE 3 SCREWS TO SECURE TO COLD FORMED JOIST AND 12 -24 X 2' TEK SCREWS TO SECURE TO BEAM. STRUCTURAL CHANNEL OR BAR JOIST. GATE SIZE OPENING i 4 ' -0" I 44" j 1_ -0` 8" GATE TRANSITION PLATE ( 22 DECK ( -•) BEAM (B - .) COLUMN (C - .) 1/4" GAP JOIST (J-.) 1 BAR GRATING BREAK KICKPLATE i f (KT. -.) / I I 2 -24 NOTES: I) IF THE COLUMN EXTENDS PAST THE • BEAM ON THE PERIMETER OF THE PLATFORM, THE DECK PLATE (OR KICKPLATE ANGLE) MUST ALSO EXTEND PAST THE BEAM TO BE FLUSH WITHE THE OUTSIDE FACE OF THE COLUMN. 2) SEE DECK PLAN FOR SHEET PLACEMENT DIAMOND PLATE TO STRUCTURE AMIN AEI MIN MIMI • �� : w MINIMMIMIMMIMMIM MiiMilMIIMMIIM MIN MN." MI ='i. Uasi•IIMIi MI ME NM MMEMMIIIIMIIMMM M WWI= w1AIM22a! ai 1MM. =M MiiaiMIMI-a -- U■1 - - -i ���Mial1 i•� !•iiit��ai MN MIMI= MIMI 111111111111111E11111111.111.1111 IMi Ii• ∎viii iii�����lw��iia ___LIMN■ ■e1 U11! !■1•i•1 5 SADDLE CLIP BAR GRATING Larson 3524 LABORS ROAD WHITE BEAR LAKE, MN. 55110 651-481-9120 TYPICAL DECKING DETAILS T RE3E K 355 INDUSTRIAL DRIVE * HARRISON, OHIO 45030 * (513) -357 -0080 BAR GRATING MEZZANINE FRAME I F ENGINEERING OF MINNESOTA RECE IVED CDT OF TJKW:.q JUN 1 7 1999 PERMIT GEN:ER