Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M2000-032 - SOUTHCENTER MALL - AMERICAN EAGLE OUTFITTERS
M2000 -032 AMERICAN EAGLE OUTFITTERS City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M2000-032 Type: B-MECH Category: NRES Address: 707 SOUTHCENTER MALL Location: Parcel #: 262304 -9004 Contractor License No: SOUNDHA066BM TENANT OWNER CONTACT CONTRACTOR Status: ISSUED Issued: 02/18/2000 Expires: 08/16/2000 AMERICAN EAGLE OUTFITTERS Phone: 707 SOUTHCENTER MALL, TUKWILA WA 98188 SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 JOHN BEZEK Phone: 724-779-5241 150 THORN HILL, WARRENDALE PA 15086 SOUND HEATING & A/C INC Phone: 253 - 535 -6249 5209 122 5T E, TACOMA, WA 98446 **** irk** kk** h• k**• k• k** * **** *A* ** * ** *** *k***k•k•k * **; * ***k* *k **** #*•k*** **** * *•k ** Permit Description: REPLACEMENT OF 2 ROOFTOP HEAT PUMPS REWORKING OF DUCTWORK, DIFFUSERS & RETURN AIR INSTALLATION OF HVAC CONTROLS BALANCING OF SYSTEM UMC Edition: 1997 Valuation: Total Permit Fee: 22,000.00 63.63 ****h**** k* kk* kkk**- k** k**kk*k- kk*k h* k**** k**k *k *k***'* * ** * **** * *k ** **k * * * *** t Permit Center«uthorized Signature Date I hereby certify that 1 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature`?. Date: i 2. o'er Print Name:_ ,i_,4,,4.01. ,ktJ Title: 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. CITY OF TUKWILA.. Acld ess 707 S+ UTHCEN` ER MALL uite: lent: AMERICAN EAGLE OUTFITTERS type: B -MECH Pa► ce l I: 262304-9004 ** k*****• k*• k* *•k * * *•k * * * * ** * * * * * *•k * * *•k ** Permit Conditions: 1. Plumbing permits shall be obtained through the Seattle -King County Department *of Pub i lc, Health. Plumbing will be inspected by that agency, inclisding gas piping '(296 -4722) 1, 2. !Electrical per,ri,t shall be obtained through the Washington tState Division -of Labor s,id Industries and o.at;1 electrical } work will b e, inspdcted 'by that agency (2',4A'.46630). No change ',4i 1,1 b'e ' a`de to, the plans un lest' apps oveci b;y the `Englnee► ; +rid :tfi`e 1'Ukwi la -Building biv 4..A11 per4 tss :1nsbectiOn records .,and approved p41aan ', shill "l be ava i llib; a at the job site rwior' tb;a the start of any *n struct 1i n i' �, These' document are to be maintained and, �rvat`J -, eb1 , ntti: ''fina.l'° inspection :approval is granted;:: X #. .. b. ,A11 c`'onstr ubt lon to be done 'In-Conformance with appr�ovpd ., i � M1 ' TOO ! :p 1 i1 and rlequ i rementa of ,. the Uniform flu i l d i ng Code t i�gg7 Ed `b onto -air amended,, Uni f r rm 'Mechanical Code (1997% Edition), a ddb ash i ngtoh Stage Energy Code (1997 Edition), 6. 'V (d i ty of Persil t. The i $sucn'co :r o f, a permit or approve l -. of p1 ris, specifioettona,, and'`icompui:attens shall not be coii_�. s od to° be.,a permit fort, or an''approval .of, any v1oleti "n afgny"'of ,,the prow i s i ores of the building ,codu or of ; any of :er ordinance of 1rp:,�urisdiction.....NO, permit presuming, to gi +' auttior'ity to v "mate or cancel the' provisions of - thie. co ' ,'shslfl 1)o ,valid. °ManUf.; ottireris l,nstat lation instructions required om site for a 'Wing _ Inspectors rev3I ew: Permit No: M2000 -032 Status: ISSUED App 1 led: 02/02/2000 Issued: 02/18/2000 k* Ak* k•#** A* k **A *k**•kk-k**k** ** * * k *•k•k* CITY OF T `KWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Mechanical 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. Projec ame/Tenapt: . 1 \ .t.iM 1 L J �iI�► ! , • 41# ! .__I.e...1 _: Valuep�Mechanical Equipment: �1,, ___ . A d ess • '� II i y Stat.• ip: LIf' - _ ..e,,'' .•,. ' 1 `(• /1 _,,, Z A• �.: . i, Tax Parcel Nu er• r, Pro a aOwner: V210(10.)14. 0-6,C C3 e )�� Phone: ( i) e c3 Z_ 2-7 I Street Address: nn - � City S • i • ; 2�, 4sZ.'5 C�xt I' I d .. o CO a LX.4s 4Q� Fax #: ( ) —^ ' C rector: ,� A� Rhone: �� ..(3‘4,AAlck eaenadiiNktA re, ikojciAret (25, '. - :A.e�... Street Address: State/Zip: �, .-� ti •r ' J. Fax #: Contact Person: I - Phone: .j ) ig. cA La • S eet Address( City Stat • ip• Fax #: (-324.--3.9. � t`S 1 ",r,� -=•�- do a,Q�� i 15c8ef, MECHANICAL PERMIT. REVIEW AND APPROVAL REQUESTED: (Td BEFILLED.OUT BY APPLICANT) Description of w+ ore k to be don (please ' e spe iii : Current ropy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit Is Issued OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDIN OW OR A IZED AGENT: Signature; iZ1►� ., �r� 1011 rr .�A ..... ,JC M 4N' 'l' �, Data; 2.41! CO '. - :A.e�... Print name: 9 J + f Phone: (2y14 r t"e ax #: ( ) 4-1 J - , i4 ig. cA La C i t p i i'' �_, . � t`S 1 ",r,� -=•�- 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once, D applic • n accep d: or • 11/2/99 mech pennI.dac Application to en b : (initials) Li Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify indiv;dual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings, and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Submittal Requr► ►V►r1Prr t New Sin le Famil Residence Heat loss calculations or Form H.6. Equipment specifications. Chan e-out or re lacement of existin mechan /cal e ui ment Narrative of work to be done includin: modification to duct work. Installation of Gas Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is In safe condition. NOTE: Water heaters and vents aro Included In the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. i * 44 *:*A *44,1 *_ *Ak*A*k.k. *A A * *At *A## Ado * A*A * *A•k*A**AhAA *A44•4 *A * **.A4A CITY tli` 1OM11,XLf.• w - IPAN9MX1° * *A *: **�44; ** **4 *** * *ii**1 *fir +� *f4:i-*A ». t kh�d *�4 *•A.:4AA*A*** *AA*kA** • t tt. MTT,. i1ttatbar a P9UOO2 ' .Amriunt : . 6 :1 63 0211 Et /OO a`wrent.14aPhodr :1:HECK 14otatinn: 90111416 HEATING In1r; rl.n a1.44 to 'i• U. a 11• J; Js i• I P JF. Rs 1 Y M J. 4. ax N M. . 4 R` f a to M. {:+ Jr M •. »! •. / Jr Y K. • ■ •. .a ! . w f •I 1. �J N •J • I• I't)i i't Noe . K2000-032 2 TYpf : 9J.MCCM MECHANICAL PERMIT; v 6 1 Noe 262304-9004 E3iI; .Addrovix :707 301J1HCENrlR MALI. Total Foots: ' R63: $ Pit rni vit; 63.63 Total ALL 1 >mti a C3 0 11tv1lnt: +t 00 # * *Ak * * *A* * * *A *A ! O* 4** 40* * * * * * * * * * *4* * * # * * k kk t+A # #** *tk ** Ac± ount, Cod* Deacr�i ,I inn Amount O00 /J45 8O PLAN CNI:.CK - HOOPEC 12.73 000/322.100 MECHANICAL MONI S 50.90 1x Ri 1z Rs 11J ai M 1M 4 +n .e R! Ir+ Alt 4■ 1 b •s 4M 14 Is: 4, • ; RJ rz a a1 Si I: 4 R. '1s •t R. ♦• R O. S JI is 11 11 4: .r I R at 1M[ ea a R' r r p »s ' Saill) INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)4313670 Projecii 1 e Type of I sp//sction; Address: Date called: Special instr ctio —: — Date wanted: Requester: Phone: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: 0 $47,00 REINSPECTION E REQUIRED. Prior to Inspection, feo must be paid at 6300 Southcenter Rivd, Suite 100. CaII to schedule reins ection. Receipt No: Date: INSPECTION NO. CITY 01 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO (206)431 -3670 Project: , t.tom ... 4. '.'� 'r Type of inspection: / w A . Address: Date cal ed: Special instructions: Date wanted: a.n Requester: Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .�Itr i- Inspector: T 0 $47.00 REINSPECTIO FR REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. CaII to schedule reins action. Date: Receipt No: Date: wow Siqr • INSPECTION RECORD -�' Retain a copy with permit INSPt • N NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd, #100,,Tukwila, WA 98188 Pro ect: M 2.Doo. o3z (206)431-3670 ddress: Date ca led; /Z1 Special Instructions: hone: �j Approved per applicable codes, orrections required prior to approval, COMMENTS: .r . .rs►rr.N riff 1111, ,.....11•11 $4 .00 REINSPECTION Elf REQUIRED. Prior to lnsp tion, fee must be paid at 6300 Southcenter BIvd, Suite 100, Call to schedule reins ' ection, Receipt No: Date: ig City. of Tukwila j John W. Rants, Mayor Fire Department Thomas P. Keefe, Am Chtaf TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 1" X40 - O2? Project Name htt'r`( /. r Address 72 ( C -OPv AO/ Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits Authorize mature INA APP . FRM Date Rev. 2/19/98 T.F.D. Form F,P, 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57544O4 • Faro (206) 5754439 vlb Og 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 Prole t: ,i 141 ' Type of Ins • ect on: Ali .. Address: Date called: Special instructions: e Date wanted: Requester: Phone: 'roved per applicable codes. COMMENTS: Corrections required prior to approval. WININIUMEIRri Inspector:4ff Date: V' $117.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins action. Date: Receipt No; • • 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 eg Special instructions: 4xi.4t. Approved per applicable codes, Corrections required prior to approval. COMMENTS: Inspector: $47.00 REINSPECTION REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins.ection. Receipt No: Date: • DLR Group Architecture Engineering Design Seattle, Washington American Eagle Southcenter Mall Structural Calculations DLR Project # 73- 00- 115 -18 Prepared By: Beth Dufek Date: 2 -7 -00 M2000»03 Z zy , RECEfYR� CRY OF TUKWILA FEB 0 7 2000 NOTICU: These documents are Instruments of professional service, and information contained therein is incomplete unless used In conjunction with DLR Group's Interpretations, decisions, observations and administrations. Use or reproduction of these documents In PERMIT CENTER whole or in part without DLR Group's consent IS in violation of common law, copyrights, statutory and other reserved rights. Refer to Act 17 U,S,C., par. 511 (1991), which preempts state and local pubic records act. Refer to Act 17 U.S.C., par 301 (1991). Table of Contents CONCLUSIONS LOCATION PLAN Page i 2 CALCULATIONS UNIT #1 CALCULATIONS UNIT #2 APPENDIX A 3 9 16 RECEIVED CITY OF TUKWILA FEB 0 7 2000 PERMIT CENTER 1 1 9 CONCLUSIONS Scope of Work: To determine whether the existing girders, beams, and joists in Area C of the Southcenter Mali, Tukwila, WA can support two (2) HVAC rooftop units located as shown on the Location Plan. Design Loads: Dead Load 20 PSF Live Load = 25 PSF Weight of HVAC Unit + Framing 1400 Lb. Conclusions: Unit #1 is supported by 16H5 joists, 8B10 beams (See appendix A for equivalent), and a 16WF36 (WI6X36) girder. All are 6ufficient to support the additional load from the HVAC unit. Unit #2 is supported by an 8810 beam (See appendix A for equivalent), and a 16WF36 (WI6X36) girder. All are sufficient to support the additional load from the HVAC unit, RECEIVED CITY OF TUKWIMA FEB Q 7 2000 PERMIT COMB . • • • • PR bPbSaDi NIA . ,• ,, • IT L Nrr 'To'a .i • ..1 . • • T - I . . . . . S, mss • st 17 IELEvA -tol ., ni " 1 • ,&A A. . *!4! o ••11 .71 • • • ••• • V. �.. .. • • .�i •l terail c, r C MlLL) 14.1141C1 RaitSIC, ( ( v I `• • bt N •� w i 1 14 16 %1 14 .6 ta " "7" ••11 • If •. • • • •l1 CAM P 1" 'Ttir1% UW 3S cr dsfzw SE ' NO/ ac:. ♦�� /. $4o• 1 N '• L sti 1 E TUKWILA 1462, tr.M4a ., iOV E 1 sFt:, 14 R Calculations Date el $1 b4 Subject -r c ,j- Computed __Vd Checked Project Name � �., :�.wf l e...e±�i` g.- Project Number 1� Page (of pages) bill 10 DLR Group RECEIVED CITY OF TUKWILA FEB a 7 2000 PERMIT CENTER Calculations Page (of pages) Date Subject Computed Checked Project Name Project Number Page (of pages) Ott, th.1rr cs,. Co? 1``) V.1„ = tow' I?.& & /Qi W,,,, o 25 ixdf Gv- I %r 161 DLR Group 0 11 Pkkt, 11.1to ` 1440 ' *tit,* WW1' 51 OF EE FI411,4M �r NAavNBNT, 51t41> UtAN 14o Pr -4 wL L't 0 ern , bleir vocD OA- PrY1- e• 1,40pr.4. 10/K (21W- \ri. htto itktsv. Jr' 2 A lowlitir: go k°1141°' 410\10AA CITY OP TUKWILA FEB 0 7 2000 PERMIT CENTER Calculations Date Subject Computed Checked Project Name 5t.1) Project Number „ 00'115 -lb Page (of pages) (Pf l�� ?P‘Vkipe., % 1610 (Woc) (hA1A d\be. s 1'6 2 �ota5rrrb of �vkt• • W1E ) 40 1.DLRGroup C4h1PTC•0 \44tyt. + T 3. took* Z104/1:1' 1 t2- FrY" 6 i.6% F;; 2), C Pcep (.$1 41,' 23.s lr-5't 56 Fr- A. 1.1'Iw3 lPcm%/ b F6► c> E75,k- RECEIVED CITY OF TUKWIIA FEB 0 / 2000 PERMIT CENTER Calculations L DLR Group Date 2. el -pp Subject Computed Checked Project Name . soh, Project Number 11, -bb 115.-11i Page (of pages) bt! 36/p11/P r ‘.7.6r5f) 116n th Wi f6 SiDYF'r t - $Sa '0/pr zacr-71. • • yet opt t - LikbSt Its �ts\VAP GPCI.C- Au Psfl.ku -` 1 RA .a\1\1%141 t aEy,LI.AV..4tbt∎\S PICA MY OF TUKWILA FEB 0 7 2000 PERMIT CENTER t.: LDLR Group DLR G.uup • Seattle 900 4th Ave, Suite 700 Seattle, WA 98164 (206) 461-6000 fax (206) 461.6049 Title : Dsgnr: Description : Scope : Job # Date: 12:14PM, 7 FEB 00 Rev: 510100 User: KW-0609512 Vet 5.13, 22.Jun- 16'79, WIn32 _(e) 19634.9 ENERCr&. r Steel Beam Design Page 1 z:kemalstructurallamencan eaate.southcenter Description W1 6X36-SINGLE General Information Calculations are designed to AISC 9th Edition ASD and 1997 NC Requirements Steel Section : W16X36 Center Span Left Cant, Right Cant Lu : Unbraced Length Distributed Loads 24.00 ft 0,00 ft 12,00 ft 0.00 ft Pinned-Pinned tam Wt. Added to Loads LL & ST Act Together Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi DL LL ST Start Location End Location Point Loads Dead Load Live Load Short Term Location #1 0,380 0.450 38.000 #1 0.280 18,000 #2 #3 #4 #2 0,490 18,000 #3 #7 k/ft k/ft k/ft 8 ft #4 #5 #8 #7 k 8 Using: W18X38 section, Span • End Fixity • PInned•PInnod, Lu Moment fb : Bonding Stress fb / Fb Sheer tv : Shear Street fv / Fv 24.008, Fy • 36.0kei, Loft Cont, • 0.00ft, Right Cant. • 12.008 • 0.008, LDF • 1.000 Actual , Allowable 80.012 k•8 111.888 k•1t 12,638 kel 23.780 lull 0.845 :1 13.288 k 2.836 MI 0.197 :1 67.373 k 14.400 kel Beam OK Static Load Case Governs Stress Max. Deflection Longth/DL Deft Longth/(DL +LL Doll) 0.888 In 2,532.2 : 1 432.4 : 1 [loom & Stress Summa DI. �dlllaillZ um ntv Max. M + 60.01 k•ft 17,02 Max. M • .28.51 Max. M Left Max, M ®I Right .28.51 Shear CO Left 9.16 k 3.76 Shear Right 13.27 k 8.52 Center Deis, •0.371 In Left Cant Dell 0.000In Right Cant Defi 0.666 in ...Query Defl 0.000 ft ReacUon © Left 9.16 Reaction © Rt 23,42 Fa calc'd per 1.5.1, K•lJr < Cc Section Properties Depth Width Web Thick Flange Thickness Area W16X36 15.860 in 6.985in 0.295 in 0.430 in 10.601n2 •0,114 0,000 .0.093 0.000 3.76 11,27 Weight i•xx I•yy S•xx S•yy «.• These columns are Dead + Live Load pieced LL ® Conte 7.31 •60.91 LL LL +ST itiStaalgt. r 49,55 •28.51 .28.51 .60.01 9.16 2.41 11.02 10,03 -0.371 0.000 0.323 -0.371 0.000 0.323 0.077 0.000 •0,666 0.000 0.000 0.000 9,16 16,67 9.16 16,67 36.00 #/ft 448.00 in4 24.50 in4 56.494 in3 7.015 1n3 2,41 18,02 r•xx r•yy Rt oe noted •■:•a LL +ST =MIL k•ft k•ft k•ft •ft k k 0.077 In 0.000 in •0.668 In 0.000 in 2,41 k 18.02 k 6.501 in C iVED TUKWILA FEB 0 7 2000 PERMIT CENTER LDLR Group DLR G..up - Seattle 900 4th Ave, Suite 700 Seattle, WA 98184 (206) 461 -8000 fax (206) 461-6049 Title : Dsgnr: Description : Scope : Job Date: 12:14PM, 7 FEB 00 Rev: 510300 _ 3�5t . Vet S.1.3, 224un4999, Wm32 0) 194349 Steel Beam Design Page 2 z:~.temolstructuraKamerlcan eaalelsouthcenter Description WI6X36-SINGLE Sketch & Diagram irrir► �rcr�il�rx�ial���a�ifl�ict�cil�crlicl 0.61k/t Rine • 9.14ik WAN. Mt • 9.147k • iM1 V ■iM 1 Nnw. • 60.9k•R Dmsi • 41.3f1N Pim 0 43,4 • 60.49•11 Rnw • DAM V.nil•rt•13.261k Dal 1111101 end • 41.6441111 H w.. II 1'i 1" . 11 1171161111111111 .,foal 177"11111111111 11 1111101111 ; ca; , mitiA ikj .i.: all aw guni1ri: Il ``'11r 11 ; '1.(l''� 8 ... it hi 1 11' 1i liisi� t' 11 ! '11 :li w i1i1 :.1' ".1 "• :11.:. "II f' : �= 11' 11' i •. .:111 . , . immilmiL 1' • . ;1 .rte. appoemeememnINI11111111111111111111 ,1 .4111111111111111111=1111111111 HP' MN MIN 1ata6tatt22fa►1:4 OMNI AS = == !. Ji1 .mmumm •t�mat 1 : 11 , _ 11 • 11111111t • __I__ ; ,11 r . 11 z, 11x;:',11 11: h :`11.11.`,' �.. . . . 1111./ � •, 1..11; ! 11.. 11 ' .l j .dN�MIN Vii.. 1 : 11 111 : tl�"11. •11 :rte Oh„t: "; ,1i :111' ; {' 11' liio 1111101 X16$1..: 111 Y RECEIVED CITY OF TUKWILA FEB 0 7 2000 PERMIT CENTER 1 Calculations Date Subject Computed Checked Project Name Project Number Page (of pages) DLR Group - (is tt) *edit, be,to A ki441,.6 CT`IP) 224b 1 G 8 2 2M' -o e . r fi•itia5 C 0 RECEIVED env of TUKWILA FEB 0 7 2000 PERMIT CENTER Calculations Date • 1.00 Subject Computed _IA A> Checked Project Name Project Number 11, Ott,' 11 -1 seou Gg to Page (of pages) _121 9f_�� . W b,, io% UM') 1204/pr VI IA. ?r P5f C ti R\ 16o 4 /Pr = 15u4 /K q?I' DLR Group t 00,1p 614 FD- t,bwItUA % Fbizo Ga144.1,k41o14S w PIS MI " r \A p1_ 1 iclezV lb FT) - 3ttolVFs vt.. "Ze 'eV /16r,6 = 1150/K CIL) 1 41 ro fi RECEIVED CITY OF TUKWILA FEB 0 7 2000 2-0 1`"?f (VC) PERMIT CENTER LDLR Group DLR Group • Seattle 900 4th Ave, Suite 700 Seattle, WA 98184 (206) 461.6000 fax (206) 461.6049 'Title : Dsgnr: Description : Scope Job # Date: 12:26PM, 7 FEB 00 aN: slo3oo User: KW 4603312, vet 5.1.3, 22.3un41999, W1832 (8)1953.99 ENERWIC Steel Beam Design Page 1 z:\temolstructuraI%american eaaletcouthcenter Description 881042 - General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : Center Span Loft Cant. Right Cant Lu : Unbraced Length Distributed Loads 12.00 ft 0.00 ft 0,00 ft 0.00 ft Pinned - Pinned Em Wt. Added tri Loons LL & ST Act Together Fy Load Duration Factor Elastic Modulus 38.00ks1 1.00 20,000.0 ksi DL ST Start Location End Location #1 #2 0,120 0,156 0,150 12.000 Using: section Span • 12,OOft, End Fixity • Plnnod•Pinned, Lu Moment tb : Bending Stress Ib1Fb Shear fv : Shear Strew Iv ! Fv 3,000 12.000 #3 #4 #5 #8 07 k/fft k/ft ft ft Fy • 36,Oksi • 0.00ft, LDF a 1,000 Allowable 7.501 k•ft 15.424 k•ft 11.555 kW 23.760 kai 0.486 :1 2,557 k 2,637 kW 0.183 :1 19.339 k 14.400 Mil Beam OK Static Load Case Governs Stress Max. Deflection Longth/DL Den Longthl(DL +LL Doll) •0,216 In 1,046.8 :1 666,8 :1 Non•AISC Section • No Stress Reductions Chocked Force & Stress Summa Max. M + Max. M • Max. M Left Max. M Right Shear Lett Shear Right Center Don, Left Cant Dell Right Cant Dell ...Query Den Reaction Lett Reaction 4p Rt Section Properties Maximum k•f! 2.21 k 2.56 k •0,216 in 0,0001n 0.000 In 0.000 ft 2.21 2,66 ••• Those columns are Dead + Live Load placed as noted ••>> Di. LL LOST LL LL +8T 42012- ®trentar ALGsar.. .ill. .alt. 4.90 7,50 k•ft •0.00 .0.00 WI k•ft k41 1.31 2.21 k 1.06 2.66 k .0.138 .0.216 .0.216 0.000 in 0,000 0.000 0,000 0.000 In 0.000 0.000 0.000 0.000 In 0.000 0.000 0.000 0.000 0,000 in 1.31 1.66 2.21 2.66 2.21 2.66 0.000 0.000 k k Depth Width Web Thick Flange Thickness Area 7.900 In 3,9001n 0.170 In 0.204 In 2,951n2 Weight I•xx 1 •YY S•xx 8•yy 10.00 #Ift 30.60 1n4 1.89 1n4 7,790 1n3 1.990 in3 r•xx r•YY Rt 3.230 In 0.820 In 0.090 In RECEIVED CITY OF TUKWILA FEB 0 7 2000 PERMIT CENTER 1 g 1 LDLR Group DLR Group - Seattle 900 4th Ave, Suite 700 Seattle, WA 98184 (206) 461.6000 fax (206) 461.6049 Rev: 510300 U9et KW4 333I2er S.1.3, 224•n4999, Wk 32 Description 8B104#2 Title : Job # Dsgnr: Date: - 12:26PM, 7 FEB 00 Description : Scope : Steel Beam Design Page 2 z:\temastnicturattamerkan ea nte\southcenter [Sketch & Diagram 0.21k/ft a41�Ml�lllljit� {1fjflI {�1()�llrit$$1 o.fl hot Knit • 2.2* Wiwi 1IA•22* --n*AF , 4.. , ; =z____ ____ l ___ Sites lad Mow .um Wow•A•ISM Member n RECEIVE! 0ITY OF TUIONEA FEB 0 7 2000 PERMIT CENTER LDLR Group DLR Group - Seattle 900 4th Ave, Sulte 700 Seattle, WA 98164 (206) 461.6000 fax (206) 461 -6049 Title : Dsgnr: Description : Scope : Job /! Date: 12:14PM, 7 FEB 00 Rev 510300 User: KW-0603S12, Vet 5.1.3, 22•)un -1999, WI+32 Lit; v: ENERCALC Steel Beam Design Page 1 II 44;itemnistructurallamerIn eaolesouthcenter Description W16X36- SINGLE #2 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W16X36 Center Span Left Cant, Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location - 12.000 End Location 24.000 01 0,360 0,450 24.00 ft 12.00 ft 4.00 ft 0.00 ft #t2 0.360 24.000 28.000 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together 03 04 Fy Load Duration Factor Elastic Modulus 05 46 36.00 ksi 1,00 29,000.0 ksi 01 k/h k/ft k/ft ft ft Point Loads Dead Load Live Load Short Term Location 0 1 1.120 •6.000 Using: W18X38 section, Span End Fixity • Pinned-Pinned, Lu Moment fb : Bending Stress b /Fb Shear fv : Shear Street N /Fv 02 03 3.000 28.000 04 08 06 24.001t, Fy • 36.Oksl, Loft Cant, u 12,OOft, Right Cont, • 4.00ft • 0.00ft, LDF of 1,000 Actuei•-. 87.632 k•ft 14.366 lull 0.405 :1 12.338 k 2.637 Kai 0.183 :1 Allowable 111.859 k•ft 23.780 ksi 67.373 k 14.400 kei 07 k ft Beam OK Static Load Cass Governs Stress Max. Deflection Length/DL Don Longth/(DL +LL Don) 0.017 in 833.8 :1 314.1 : 1 Force & Stress Summa Max, M + Max. M • Max. M Left Max. M ® Right Shear © Left Shear ® Right Center Den, Left Cant Den Right Cant Defl ,,.Query Den (p Reaction CD Left Reaction Rt Fa calc'd per 1.5.1, Section Properties 87.83 k•ft 12.34 k 9.32 k -0.245 In 0,917In 0.117 In DL .QnISL. 4.19 •35.23 •35.23 • 16.17 5.81 4.52 0.032 -0.345 • 0.029 0.000 ft 0.000 23,61 13.90 K'L/r < Cc W16X36 Depth Width Web Thick Flange Thickness Area 15.8601n 6.9851n 0.295 in 0.430 In 10.60 in2 11.46 8.50 Weight I•xx I -YY S•xx S•YY Nemeeemememeamener «.. Theee columns are Dead + Live Load placed as noted ••s9 LL+ST LL LL +ST Arditn19[. Ca„ nA. LL - Center 36.12 -35.23 -35.23 -15.17 10,99 9,32 •0,245 0.063 0.117 0,000 16.86 13,90 • 67.83 -67.63 • 16.17 11,14 4,52 14.011111. k•ft k•ft k•ft k•ft k -0.245 0.181 0.181 In 0.083 •0.917 -0.917 In 0.117 •0,100 •0.100 In 0.000 0.000 0.000 in tat't'y oFTuKwItA 13.90 17.2 18.21 k 13.90 T.15 5 715 k FEB 0 7 2000 36.00 fl/ft 448.00 in4 24.50 in4 56.4941n3 7.015 in3 rxx r -yy Rt PERMIT 0 6.501 In 1.520 In 1.790 In LDLR Group DLR Group Seattle 900 4th Ave, Suite 700 Seattle, WA 98164 (206) 4614000 fax (206) 4614049 fteil Uten KW-06034112 S.L3, 224•64499, Wkij (e) 191344 Description Sketch & Diagram Title : Daum Description : Scope : Steel Beam Design W1 8X36-SINGLE#2 Ink 111 IT flT i 11111111111110.som 0441 o.som Alm • 47.0.4 OfAill • 4.24% Me • Ma • 41.13141 Vim • 21.111Ck YAW lel • 12.316 NA 1 Me Old • 44100n 1. Job 0 Date: 12:14PM, 7 FES 00 Page 2 zAtemastructuraNamerIcan eaalgsouthcentor 40.CO .40 1111.111111111 ' '414111111111111111111111113 -'4114 ZaINIENIIIIIIIII, ' I I ' - _ 1 . 'Llbow,J1 . . 1.111.1...111111111111 • Al= 11111111111111111 .. • 1111111.11111111111111111111111111NIN.. I IIIIIIIIII tiallialineseumft,—: IIIIIIIIIMIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIak:. Inn 1U111111111111111.11111111111111111 11111111111111111111111116,. , 1.ill1 11 0. MMIN 11.1= _ IIN111,1$ "h = il SMat taiml "114-.111V44111Matajlita;r"-- $17414111lajor • 11 7.114111111.111111. 11.18111111111111111111111111111MINUSIrl . • NI11.111111111111111 Ralliii11111111111111111111111111111111W ! ;;. 711111111111111111 DIIIII1111111111.111111=111111W..1 t • ; !! • I 11111111111111111 14:4110ii....- I 4 lii1111111111111M111011111111111110i . 11111111111111116.„ I, 1 AIIIIMIIIM0111111111111111111111111111101 -1 I ",11111111111111111111111111NIIIIIMIIIIIIIIIII=1111 tiam1111111011111•11111. Ma • Vot • 15.01141 Amu • 13.90 Vow 4 • !ilk OM • rlohl or4 • ' 7 ii; staiirstamda111=1,7 moor isimir . .11 7' 1' ''.1.1111111.11 ' 1 -A= 4111 Ammamom .1 si Aoroprioro P • •r i 111.11111111111111 ; H , , 1 , ill.......11.10.111111111111111101.10, . M 11 11.111"1111111111.11., .j4.11111110111. -1111.L. wagon mono • Men*" (11) RECEIVED CRY OF TUKWILA FEB 0 7 2000 PERMIT CENTER Calculations Date Subject Computed Checked Project Name Project Number Page (of pages) $V) 00 -to oe * 1>%■40.1 1\061A 51ee. Yr DLR Group \14 b1. = (V) t4f 56.10T 4 f,5 . ' 554/fl. = %iv,f /01114V%T it-on 6a`I 0,, loo *f?r ?rill/Fr l "__K Z- - 24.76 pr-ti'' •✓ ? v a 5 �b 4-1 Ii Lte,e- LI )1- 3/6 .62"1 141-6 ti4viVED crr v r?P TUKWILA FEB 0 7 2000 PERMIT CENTER Appendix A Iron and Steel Beams Properties Sheet Steel Joist Digest Sheet T. '� ". LIGHT BEAMS JOISTS & J r, B E A M S . �. - . ":'. b REFERENCES; 12,3,4,5,6,15 S`ee Page 90 SEE 7 947 -1934 548.1934 551.1938 SS3.1943 8 C1933 C 1 934 COLUMN 9 328.1928 535.1930 S39.1930 10 640.1931 (1) 11 8J6,6X4 S40-1931 8 6I. 943.1933 547 -t934 S31•1930 553.1943 554.1946 S56.1949 AND PAGE 12 643,1933 547.1934 551.1936 S33.1843 534.1944 S36.1948 4 13 860; 6X3 Yt;^ . ,• ��• ∎ ∎• w - d S47. 1934 S48 - 1934 68(860),6X3 S51 - 1931 533-1943 14 m 1 C 19 3 4 d 2 Computed N0SECT . OR NOM. 912E COL. (I) WEIGHT PER FOOT AREA DEPTH d FLANGE WIDTH b WEB THICK t. DIMENSIONS - - - SLOPE INSIDE FtANC - AXIS 1--I AX S 2�-2_ m n litallIMEMMISMAIVIMInalliralliallii.111104111.1raan .155. R 9 J95 R 0 1 26.2 S r 5.8 3.45 1 .39 S .33t 1.65 - r .42 -, .e6 I IA. n. n. n Jr 9 A BJe 2 ,L5 _2,20 9100 .. 2.375 ,J 45 - 16,0 15,0 15,0 1.4.5 4 74 4.4 3 4.43 - 4,2e 8.12 8,12 8,12 .19._0 3.875 .240i .451 300 8 • 0 .30 0 0 8 2,0 52 4 4 80 1 90 3 3. 310 a MB a 4,05 ,245 t ! .314 . 1100 3.24 x,015 2451 3,87 .240 ,314 .314 .30 `_ 0 ., 0 9 i^S 49.0 11 _ 3.24 2.73 t A I „ �0 �83„ .e3 .92 .391 .240_,,30 eBBL N 13.0 1 • 3.83 . 8,00 . .. 4 QOQ, ,230 4... • ' .2 4 .30 a „�0 0 9 2.0 . ��4.9 „ 39.5 9 9,88 3.21 2 B2 1 j I 1.31- 1.01 C�eee X8 4 !1 4 4 4 • • •• . . `,4 1 • ''fi • ' 7.75 3.23 _ 1.99 C X4 10,0 2.95 7,90 3,940 .170 .204 .204 ,30 0 0 x1 30.8 . Ii. 4.7 3,23 3.12 ,1,$2.... .34 1.01 ,30 X82 42, _AL._ . 4,0 1,92 8.00 2281 .135 °- .104 .110 0 - 10,7 87 7 12.0 3.52 7.00 3.500' 188 .425 T .240 30 .25 0 0 5.0 11.2 , 29.9 29,8 B.A_ 8 5 ..1L 2 91 2.I 0, 2.10 i . $ e, 1.18 .77 ,77 842 . 1 .• ... 3,500 .188 r *- 5- 161 700, ug 1 6. - 14: I %• • -' 1 1 74 4 66LL �6x 8 16,0 : • 4,72 4 72 6.25 4,030 .260 .404 .404 6 ,25 0 0 31,7 31.7 10,10 10.10 2,59, 2.59 4.32 4,32 2.14 2.14 96 .96 11 6 5 4 030 260. ,4• 4t 25 0 2.0 Jgg 4 10 14 • 4 11 1 4.• 10 45 • 2 54 1X78. 1,44 1.44 2 ,90 .90 - e 12.0 12,0 3.53 3.53 ISO 6.00 4.000 ,230 4.000 .230 .279 .279 ...n.„....2_,...12......11±, .25 .25 0 0 0 2.0 . 21.7 21.7 _Lit 724 7.24 . 2.48 _ 2.48 , 2,89 2.89 98X4 8X4 11 2791 8J6 9 11.0 3.25 6.00 3.330 '.230 .359 .230 .25 0 8 V3 19.3 6.43 2.44 1.64 .98 .71 60 13 In 10,0 2.91 6.00 3.0.0 .188 .3107 .30 0 5,0 17.8 5,90 2.47 1.30 .85 .66 841 14 10.0 2.91 6.00 3.000 .188 .396 .330. .240 .250 .25 25 0 0 11.1 5.8 • 17.8 16.7 5.90 5.60 2.47 2.46 130 1.20 .85 .78 .6F, S4 8108 3 9,4 2,77 6.00 2.938 .188 846 12 8.5 2.50 5.83 3.940 .170 .194 , 25 0 2.0 14.8 5.07 2.43 1.89 .96 .87 06X4 5 8.5 2.50 5.83 3.940 .170 .194 .194 .25 0 0 14.8 5.07 2.43 1.89 .96 .87 Jr6 t 4.4 I.30\_6.00 1.844 .114 - .142 .15 O -• , 7.3 2.40 2.37 .17 18 Hke OP 0 3¢, k1'GkLi TUIMIL 7 2(0 0 -t ',ITY f`EB - - - - -- - i_ -L. - - -- Eq�R''�Fl�EC "3 ig *For Joist Depths 16" to 24" inclusive. Joist Dist m jion 16H4 -18H5 18__. .18H8 - 16 18H7 18 18118 18 18H8 , 18 . 18H6 18. 18H7 18 _ 18H8 18 .- - 20H5 20 20H8 20H7 .20 20H8 20. 22H8 22 22H7 22 22H8 22 24H6 24 24H7 2 H •, „ 24 ____,,!p nln.tn.lncnes_ . 18.. Resitting Moment __fling flinen.pgiyu l._ 01 • 289,000 344 000 4600 8,6 413 00 4900 10,3 470 000 8200 11,4 329 000 4900 0.0 383 000 4800 9,2 468 000 5200 10.4 840,000 8400 11.6 365 000 4800 BA 406 000 5100 9,8 499,000 .5400_ 10,7 602,000 8600. 12,2 422,000 8400 9,7 526,000 5600 15,7 683,00 o 8800 12,0 482,000 8600 10.3 576,000 8800 13.8 716,000 6000 12.7 Maximum End Reaction In Pound* Of _ . : 4340 . 7.8 f Ap roxlmal�Vy�el9nt tWtLuer euool. 6.8 Span I Feet - 17 ji05__. 841 511 1iT 878 H4 R1� 800 —71,4"-- __ 833 _! 878 ' �.� 600 868 i, _._o -._..- _ Jy — --._ ....�. y _ le _, a,A78._ 483 19 .. 400 20 �� 368 _ ,342_,., Z1 734 11� t 7 e 2t ,,, th 430 ir 1- 364 4 � 4 ----4-15-----Ter- W ��� 4 4 • 0 480 ` s � 840 480 – 816---711r- __�_._ 5 I9V`1U— � �i ' � ---err-- d91 477 43 A6A " 35 X191 509 1 .09 2! —r0-4— a — 22 ,.304��3O1 23 279 �1 �6 A r ig .• M l it 719 -I 4 , 81, 74 •• `� 31 i1 f A '� 1W 21? f9b -a 470 32 lr_ —TIT— igg 1 i88 44 _ 4211 ebb 4770 450 467 479 7170 459 —411— Air 467 4711 7 -f4 A 44 — A 4 4 00 i0 ,225 24 � 2e5 iiae i O �.� _, _ , . p 9 25 Z7 �"= , T 41 i �a f0 _ 27 p�p i85 30f� 'g`�` 3Ad $8�_ in p 175 356 415 —71C .. It' $ , r _ f IF 214-131- I48 8 i 33r 388 F 8� 3t? -I R- 4� 400 3� 1 40 393 --11_ --7sa— ., 20 .,� eeL._ 29 . 30 $r �. 1 i9 34t 31$ 113 fir 339 IT _1b' 39 Or -111- It Ib —11'� tf ,3 ? 11, ii 418 •$8 M 334 -Iii 355 1 34$� 334 1— I . . 381 ill ..433_ 4/1 181 ."(0 Ili 31 ~ 31 1. , . _ 1 5 1 133 18 t it .i 32 1 55 t 118-- _; . - -31- 1 119 131 4 r -11--18/ 119 3113... 113 ' 263.. =3i ' .i . .F 111- 111 4 3 3$4 gd 91 8 3 [3b.. 18Z 41_.- 118 _ 43_� q3 35 �...�. 58 1a —fir t' 31 A .� 37 35 . ,. t 1$; 1!l 432 4 3 13 433 413 413 18 • 1. 40 ,,. 1 '02 163 343 $3l 138 38 414 131 421 , '1 i .. 111' 483 498 41 ti 41 42 _ 14 438 438 . _... 183 13? 435 133 43l 41) A9 .:. 183 143 438 Ill 413 433 44 18 181 434 188 131 4$l 45 • 184 148 433 'Indicates Nominal Depth of Steel Joists only, l4i ill 434 46 tApproximate Weights per Linear Foot of Steel Joists only. Accessories and nailer strip not included. 138 111 418 A7 'tSee manufacturers` catalogs for detailed information on specific joist types. 131 1$3 111 40 • 1994 Washin , ton State Nonresidential Ene Code Com • !lance Form Mechanical Summ 1997 Washington State Nonresidential Energy Code Complenee Forth! MECH -SUM First Edition • June, 1990 Project Info Project Address AfaffnzCAN RAOUL 0470 Date 2 /1 /00 Schedule soiTn MTNR wwL, 01200 For Building Dept. Use • Capadty2 Btu/h 707 SOUTH Cm!rTAR, TURN/LA Applicant Name: DLR GROUP Applicant Address: 900 FOURTH AN=, SUIT! 700, ARATTLft 90164 Applicant Phone: (206) 461-6000 1 Project Description Briefly describe mechanical system type and features. Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Dedslon Flowchart (over) for qualifications. Use separate MECH•SUM for simple 6 complex systems.) Equipment Schedules The following information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, All In the required information below. CooliniEsuthment Equip, ID Schedule Brand Name' Model No.' Capadty2 Btu/h .� Total CFM OSA CFM or Eoono? SEER or EER ipt ys Location 111 b(•4 Heating Equipment Schedule quip ID +' Brand Name' Model No.' Coped Btu/h Total CFM 08A or Eoono? Input Btuh Output Btuh Efflden • ........... Fan E ui ment Schedule . • Equ p. ID Brand Name' Model No.' CFM $pI HP /BHP Flow Control° Location of Service 'If available, 4 As tested according ti) Table 14.1, 14.3 or 14.3, 3 If required. 4 COP, HBPP, Combustion Effldenoy, or AFUE, as applicable. 1g 1994 Washington State Nonresidential Energy Code Comnliance Form Mechanical 1997 Washington Permit ns Checklist MECH-CHK Energy Code Compliance Form First Edition • Jun0,1990 State Nonresidential Project Address AMERICAN RAM •478 IDate 2/1/00 The following intonation is necessary to dieck a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Applicability I (yes, no, n.a.) I Code Section Component 'information Required I Location I on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401.1424) 1411 Equipment performance • yoa 1411.4 Pkg, elec. htg,& dg. List heat pumps on schedule N-2 yes 1411.1 Minimum effidency Equipment schedule with type, capacity, efficiency N-2 1412 HVAC controls yam 1412.1 Temperature zones indicate locations on plans 11-1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum SPECS .•. 1412.3 Humidity control yea 1412.4 Automatic setback Indlcato thesmostat WIU1 nlght setback and 1 dIff day types OMB yea 1412.4.1 Dampers Indlcete damper tocaUon and eutomsflc controts N- 1 yes 1412,5 Heat pump control Indfcate mlaoprocesaor on thermoetat sthedule SPECS . a . 1412.6 Combustion Mg. Indlcstemodulaflngosstagedcontrot yea 1412,7 Balancing Indlcite balanjngfeatures on plane N-1 n.a . • '....■• 1422 Thermostat Interlock Yell 1423 Economizers Equlprnent sth.duIe 11-2 1413 Alt OCOOOMIZI111 ye. 1413.1 Operation indicate 100% capability on schedule !NICE yes 1413.2 Control indicate controls able to evaluate outside air Ince yes 1413.3 7411U '' 1414.1 Integrated operation Ind Me capability or partial cooling IMO NI Spill= Duct sealing indicate sealing necessity ;.I . yes 1414.2 Duct mule , • ndicate - •value o nsulation on duct indicate II•value o tist(nriron on piping IMO „IC' yes 1416.1 Piping insulation ZIT 1424 Separate air sys. indicate separate epitome on plans Moth. Sum. Fonn 6M-17-1;ited and attached. Equipment schedule with types, In Wm ut, ef_21......11s_a ...p..1 en . dindi , economizer AND HEATED POOLS (Sections 1440.1454) s , SERVICE WATER HEATING 1 0 Service water ntc___ E • water hoaternml cats R-10177ina on under tan Shut•off controls Indicate automa a shut.off 1 50 Healed ... s 1452 (reserved) Ma Pool heater oonVols O11 Pool covers IndIctc vapor retardant �ver IIIII Illia Pools 90+ degrees Indlcate R.12 p001 �vor IIIIII no 1 C re • or anv oussfion. Drov • o •xo ins on: p.. IM • /•• PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -032. DATE: 2-7-2000 PROJECT NAME: _AMERICAN_ EAC LE OUTFITTERS Original Plan Submittal Response to Incomplete Letter # _,..._,.. ._._._.,Response to Correction Letter # XX_Revision # 1 Permit Is Issued DEPARTMENTS: Ruiill ing Divis n Public Works ❑ jib Fire Prevention i°1-/l .v tructural Planning Division ❑ Permit Coordinator • DETERMINATION OE COMPLETENESS: (Tues., Thurs.) Complete 21/ Comments: Incomplete DUE DATE: 2 -8 -2000 Not Applicable ❑ TUES /THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: CO,K CI ON DETERMINATION: DUE DATE, 3 -7 -2000 Not Approved (attach comments) ❑ DATE: DUE DATE Approved ❑ Approved with Conditions E Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: WRROUTE•DOC 5/99 { t-A) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M2000 -032 DATE: 2 -2 -2000, PROJECT NAME: AMERICAN EAGLE OUTFITTERS XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # ,,,,_,.„__.Revision # After Permit Is Issued DEPARTMENTS: Buie Division Fire Prevention 11111 Planning Division AV) 2. -3.X) Public Works ❑ Structural ❑ Permit Coordinator ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Incomplete E:j DUE DATE J- 3.2OQQ Not Applicable ❑ TUES/THURS RONCi Please Route Structural Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIQN : (ten days) DUE DATE 3 -2 -2000 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: COKKECIION DETERMINATION: Approved ❑ Approved with Conditions Ej REVIEWER'S INITIALS: DUE DATE�_R__ Not Approved (attach comments) ❑ DATE: WRROUIE.DOC 5/99 city of Tukwila John W.,Rents, Mayor Department of Community Development Steve Lancaster, Director Revision submittals mast be submitted In person at the Permit Center. Revisions will not be accepted through the mail, faa etc Date :. Plan Check/Pennit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # 3ii( Revision # 1_. Permit is Issued Project Name: : + -Gr - u.k.w Project Address: ve.- ce‘.'i`e -r AA & . Contact Person: r v'. �� MA. Phone Number: , 2 O Go C Summary of Revision: � a 4.. ‘014 S , 7�' tv U M-, RECEIVED CITY OF TUKWILA •r 000 ER Sheet Number(s): "Cloud" or highlight all areas of revision includin, Received at the City of Tukwila Permit Center by: —Entered in Sierra on 02-7— O0 date of revision_ ►11 wUoo 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 08188 • (206) 431-3670 • Fay (206) 431,3665 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief February 11, 2000 Fire Department Review Control #M2000 -032 (510) Re: American Eagle Outfitters - 707 Southcenter Mall Dear Sir: The attached set of mechanical plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of Smoke in the main supply-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206.575.4439 City of 7itkwila Fire Department Steven M Mullet, Mayor Thomas R Keefe, Fire Chief Page number 2 An aisle to and working space shall be provided for each electrical panel. An aisle width not leas than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 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, Sks The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 2064754439 !SOUND,HEATING4 AIR CONDIT/ON/NG, INC. 5209 122N0 ST E TACOMA WA 98448 60MESTIC PROFIT CORPORATION .1 RENEWED BY AUTHORITY OF SECRETARY OF STATE 71; ''REGI5TERED/ITRADE NAMES: '•,.' PrSOUND" HEATING' & 'AIR CONDITIONING, INC. '7. i,i4, • .A stevt46041,4$ fihoikir 1,7r • 4.444 ars : 0144a" ad4 f • ,otia ' - FIELD REPRESENTATIVE: SOUTH CENTER MALL TENANT AMERICAN EAGLE OUTH'12` *ERRS 150 THORN HILL DRIVE WARRENDALE, PA 15095 PHONE: 724 -776 -4857 TENANT COORDINATOR: LANDLORD RICHARD E. JACOBS GROUP, INC. 25425 CENTER RIDGE ROAD CLEVELAND, OH 44145 -4122 (440) 871-4800 DENIS M. MORRLSEY PHONE: (440) : r: -7554 FAX: (440) 808 -6909 DESGR I IP PTION SALES AREA FITTING ROWS STOCKROOM TOILET ROOMS) FIRE CORRIDOR OFFICE INTERIOR TENANT FINISH JOHN MORABITO PHONE: 724 - 779 -5271 FAX: 724 -779 -5580 A PROJECT DATA UDIO/VISUAL CONSULTANT COVER SIFT LANDLORD CRITERIA SCHEDLLES SENTRAL NOTES FLOOR FLAN REFLECTED GEILINS STOREFRONT ELEVATIONS INTERIOR ELEVATIONS FLAN SECTION ® STOREFRONT STOREFRONT SECTIONS PLASTER/VALANCE PETALS NO. DRAWING DESCRIPTION MECHANICAL PLAN MEGIANIGAL DETAILS MECHANICAL CRITERIA MECHANICAL CRITERIA MECHANICAL CRITERIA MECHANICAL CRITERIA MECHANICAL CRITERIA MECHANICAL CRITERIA iin•i :� .6_�wnyi _ ' ,;sme " INS ROOM/ T. ' DETAILS DOOR, L%4 , MGLDIN6 PETA REAR DISPLAY CASE ■441 IGO REAR DISPLAY G •. SEGTIGNS WALL CASE DETAILS TOTAL &ROSS AREA AEI MUSIC 900 E. PINE STREET SEATTLE, WA. 98122 CONTACT: SCOTT HUNTLEY PHONE: 1 -800 -345 -5000 EXT. 5345 AREA ANALYSIS 4715 SF - 76% 716 SF 12% 167 SF 3% 6152 SF 100% NO. DRAWING PESGRIPT T5-I TS-2 A—I A-2 A-3 A—A A-A A—b A-7 A-5 A-9 A—IA A—I5 SIGN CONSULTANT SEPARATE PERMIT REQUIRED FOR- 0 E„ HANICAL ECTRIC.�•L 0 PLUME 0 GA7 PIPING CITY OP TUKWILA BUILDING DNISION clTV Ot l u i\ \NIL i APPRO F a ?) "" STORE NUMBER: 478 SPACE NUMBER: 200 HANOVER SIGN 1771 PROGRESS AVENUE COLUMBUS, OH 43207 PHONE: 1- 800 - :: -4870 FAX: 614 -443 -4809 11 4 TUKWILA, WA DLR GROUP 421 SW SIXTH AVE., SUITE 1219, PORTLAND, OR 97204 -1613 PHONE: 503- 274 -2675 FAX: 503- 274 -0313 FILE COPY I understand that the 'ian Check apPrnvals ` r` subject to errors and omissions and approval of glans does not authorize the violation of any adopted code or ordinance o R acenow acknowledged r actor' s copy of approved plans III OL — ` Date ---- permit No vst cf) 0 O O 0 �� (f) (1L 7� >c•i co xs CN in FRIf) 0 N O Drawing No. OF 0_ 478 Drawn :: : JOG A roved a Lt O L_ o Z O S U N < o c� Q v) 0, 1j� C W z �(f) 0- z Lu Lu U0 > O �� O Store No. CS-1 PARTITION INDEX E r SNIPS DR:NKL ARA L Oa6rM6 IAV PNZiiTiGN (VIE) E,a r. (VIE) STRI. AM TENANT SCE TO #/lam, 0) YR RATA, ME) TiV.E, ME PY�6 VW (VIP.) i am F5a, - •+.er see OCAL O spa ns or PARTRWA 7 5/6" METAL k° C TO ARCM Pi 6G. 5 TYPE X, DOTH 5DF5 O 6 , (S E MANS W 6L, (5'� R@dAldCS) tom SPAGKI% S hp rn' Mi. PY 64. a.. ro KAE OY � n RRen it PARiIfIRN ; i151.w 5T/ ...- € P [ r 5 R' AAQ.EDY 6 O suppargiLe t1, 6, P Y 6G. a 6 1., .+rk LELN6, RU D 6G. O m i l l AtITW Rpu PHtTTfVJN % I/i° PETAL µ" OG, r0 6-5 S Nf, a 6k 546-5,714: Dom sroes &G, w/ vw. GIP W 6L, r4PE 7X- li) E pp R:wg Dy 6L. O MET ROM MUTTON r F.eTAL 70 CUM, PY 6L. i .„; •TJON= TO UAG PY 64, TAPE, gon r ,vp RU £ DY 6L. O toter ROLM PARTRIGN i Will IP OL, TO GEMS, W 6L. Ili WATT, ORE 5LE TO UNAERSDE Or &ELM DY 6L, TAPE. GFIGKLE kp me DY 6L. O RGTi PARTITION /? ° _, AefAL 4 S AR, D! b/.. 7 T 5 -i" A rr. � / P.W. . Ur DY 6L., NV ME PY 6 G . ® :. 5Ec FINISH GN SEEN T� o i � 6L. SHAH IRESI AND MST. � e � n AT ParrcM L � Q © NEW RAMP AND PLATFORM 3/4" NONGO EUSTILLE PLYWOYA OuER S_ ` AND 4" Hari Ix WOW �D(I7 NONC E($1 4 E ARP ALONG ALL 1. � ; i 516N ORENI SASP"E4P. -PY6L. " � _. _ FRE EXTINSUSFER �" / V (IO2) 10 I b. ADC / SEE FINISH 5OF®(LE ON SVET AND ELEVATIONS OAT 'A-4 MIRROR K /A-IO 4 f NOTE: SEE StEEr6 Al, AND A-14 FOR MORE DErAL OF CURVED DISMAY AREA "FALK" DISPLAY CASE 5tt PETAL ON A-15 (TYP OF 2) • CONCRETE TPPIN6 SAWCUT I /S" DEEP 6ROOvES PREFAD- END PLASTER SEE "STOREFRONT MAN S<LTIGN" SEM A-5 (TYP. OF 2) wwW DIRECTION OF WOOD J / i •1Al6e DIRECTION a- WOW FLOORING AS SI -IQwN - 6G. TO FURNISH AD INSTALL I/4" X 1/4' ALUMINUM STOP TRIM (ALL FINISH ) AT ALL TRANSITIONS - SEE PETALS A /A-I AND P /A-I Wtli�r [upeae HartuneNl SIAM OF WASHINGTON Store No. CONCRETE TOPPING ON Se D S,155TRATE CLIVIRETE PLLYEMYLBt LINER LINER LNDER WOOD n.aOR MD CONCRETE V Mat TRP E I ° ,d ' ° G P e VINES - CO M). W/ FLAK PLAN' TRANSITION @ WOOD /CONCRETE ffLOOR v-IO I/2" 9 -a I /2" 3 FITTING ROOMS 005) (rYR) See FINISH SO ED lE ON STET 13-4 AD PETALS ON *MT 'A- NOES: DEENSIO45 AT NEW PARTITIONS ARE RERERErICEP TO FACE Cr STUDS. DK N k2NS AT DEMOIN6 PARTITIONS ARE REEREW® TO FACE Oar PitY WALL. DMEISIONS AT DOORS AND ARE rMISHC'p DR.eaLNS. A-lo I/2 ± I/2 3 WA SEE A'-IA I /2" A 3•-y x Fir PENGH FiRN. PY TENANT SrALL PY . TENANT, 6TYP) -GOAT HOOK - ONE COWMEN EACH FITTM6 Room DOOR SEE PETAL 6 A- i 1/4" THICK ZING DIVIPER STRIP AT GHAN6E W DIRECTION OF WOOD Fi..OLi21Nri (TYP.) F(� OAR WOW (Oi CRE E i irrtnc SLAP CLOSET (104) 55E MPH SGtEPLLE ON SFEEY 5-r AND PETALS AN STET 'A-10 a ' R a � POLYETHYLENE UN ER OONTPLE LINER UNDER WOE FLOOR OVER SLEEPERS ALL DEMIWM6 WN15 ARE DE516NID WITH A TOP RATE CZ:MEC-TM THAT ML ALLOW IP TO I/2" DEFLECTION N TA OVERHEAD CONSTRUCTION. TENANTS GO WLL FAMILIARIZE HIMSELF WITH THIS CONDITION AND A.OSE Y SPERVISE TPE GYPS 4 POARD MSTALLITION SO AS TO ENSURE THAT TOP MATE OF DEMISING WALL. REMAINS IN A FREE, LNIXED STATE. 2' re-4". I/4" THICK ALUMINUM ANPAP TRANSITION STRIP- (FASTEN ALLY INTO WOOD FIANC) A -6". °y4 °�4 ,-4 � e . ,e' -.'4 - :'4- .'4- " 112 -A fl TRANSITION @ WOOD /CONCRETE 1=LOOR scar: 3° = r - O 5 T RIIGTIRA L AOJMA P1iM STRLUTURAL A JMNS - r NOr EXNSTIN6, COVER WITH 5/5" TYPE 9C KEY NOA DRYWALL OVER METAL STUD FRAMING TO STRUCTURE APOvS AND FIRE SEAL FOR A ONE HOlR RATING. IF EXOSTIN6, REPAIR ANY DAWN FIRE PROOFING 5. TO MAINTAIN FRE RATING. FOR COLUMN FINISHES, SEE STET *-5'. . STRUCTURAL C&NMNS - r Nor exsTM6, COVER WITH 5 /S" TYPE X DRYWALL OVER METAL SUP FRAMING TO STRUCTURE APOvE AND FIRE SEAL FOR A ONE HOUR RATING. F EXISTING, REPAR ANY DSMASED FRE PROOFING TO MAINTAIN FRE RATING. 6. TOLEr ROOMS - CALM AROUND FLOOR DRAM AFTER VAT IS 4' d' X 2' d bENGIi INSTALLED OVER WATERPROOF MEMPRSAE, LATIGRETE #9235. USE LATEX TYPE MtESIVE INSTALL PLATFORM APOVE AS PER PETAL D /A-10. F(RN. PY_ TENANT, A " AT-f 14" X I /4" A JAIN,M STOP r LICIT ST -S .S APPL WITH 5LI(.ONlE ADhES T r -o° STOCKROOM - SC. TO APPLY SEALER TO GON FLOOR SAP F REWIRED. FURNISH AND INSTALL TYROUSAIGUT. MINE FINISH ALL DRYWALL PARTITIONS. 4"r , a- 1/4" X 1/4" A1.MINA1 STOP (ALL FMi5H) WIPER STRIP AT CHANGE IN PRECTIGN OF A -A 1.4 ". O CONCEALED WALL STANDARD - INTESRATSP METAL STUD WITH SLATTED STANDARD FURNISHED PY TENANT AND INSTALLED PY 6L. aM PETAL E /A-7 AND ELEVATIONS ON SHAT 'A-4' FOR SIZE AND LOCATION. ZI EXISTIN6 TOLET ROOM(S) TO REMAIN. REFLRAISH AS REWIRE?. rep VERIFY CONDITIONS. 22. CONCRETE SLAP - 6L. 511A L FINAL SKAPS EISTIN6 4" GRAN LAIR FLL PEFORE POI.RIN6 A 4" REINFORCED CONCRETE SAP W/6 x b - WIA x WIA W.WM - RATED 3000 PSI AT 25 DAYS. 6G. TO FURNISH AND INSTALL r PREFO ss'ANSIOJ JONr MATERIAL AD SEALANT PEAR AT WALLS. CGLL N5. ETC. SEE SPEI.S. ® Ifr\A\ A -, ". I PENOH NO I LEASE LINE SCALE: I/4 = r-a' MALL TLE ;]IAA GOO APP' FEP ?you RECEIVE_ H PERf.,CE,E no ` REGISTERED ARCH E ECT 1=LOOR PLAN NOTE: ALL DIMEN5IGTl5 FOLLONID AN ASTERISK ' ARE TO PE N ELPI 0 Drawing No. 0 z N 4 J 1 , PARTIAL EXISTING ROOF FRAMING PLAN HILT1 ENP2K -20 L15 POWDER ACTUATED PINS, OR APPROVED NOTE VERIFY WITH MALL OPERATIONS MANAGER EQUAL 12" O.C. 0 FLUTE PARALLEL WITH SUPPORT OR EACH FLUTE, ATTACH IN ACCORDANCE W/ MFR.'S RECOMMENDATIONS ROOF BASE FLASHING SECTION A HVAC MOUNTING PLATFORM P.T. NAILING STRIP 24 GA. GALV. COUNTER FLASHING 4" CANT STRIP #8 SCREWS ® 10" O.C. EACH SIDE CLIP L 5x5x5 /16x5" LONG EXISTING SUPPORTING MEMBER METAL DECK OPENING SCALE: W. FIELD OR / " SHOP WELD L4x4x3/ SECTION B NEW HVAC UNIT #10 SCREWS ® 12" O.C. REMOVE ROOF MEMBRANE AS REQUIRED AND INSTALL MEMBRANE SECURELY INTO COUNTER FLASHING. CONTRACTOR SHALL UTIUZE APPROVED MALL ROOFING SUBCONTRACTOR FOR ALL ROOF MEMBRANE WORK. PROVIDE ADDITIONAL ROOFING BASE AS REQUIRED FOR WATERTIGHT SEAL. MEGrtANIGAL WIT GURP DETAIL SfiALE N.TS. RIGID INSULATION MOUNTING FRAME INSTALL PER MANF.'S RECOMMENDATION 12 GA. CONT. PL PRIOR TO USE OF POWDER ACTUATED PINS IF FLUTE DOES NOT OCCUR OVER 'L' PROVIDE CLOSURE 'C' OR 'Z' WELDED TO 'L' AND DECK FIELD OR SHOP WELD NOTES; 1. VERIFY CURB DETAIL W /MECHANICAL AND ARCHITECTURAL PLANS AND MANUFACTURER'S SPECIFICATIONS 2. REMOVE AND REPLACE EXISTING ROOFING DECK AS REQUIRED 3. FIELD VERIFY ALL DIMENSIONS 4. SEE DETAIL 4/S -3 FOR JOIST REINFORCING 5. ALL STEEL IS A36 6. ALL WELDERS WABO CERITIFED 01 VERIFY THAT NEW HVAC LOCATION IS A MINIMUM OF 15-0" FROM ANY EXISTING EQUIPMENT OUTSIDE AIR EXHAUST OR INTAKE ANGLE SUPPORT - SEE DETAIL 1/S -3 PANEL POINT Ty /1 METAL DECK OFENINS SIMILAR FRAMING SOLE: N.TS. L2x2x3 /16 EA. SIDE 6-3 SCAM: N.TS. TS2X3X3/16 CONCENTRATED LOAD © TOP CHORD 8 Ty 1/2" W16 MLOOO o&z 3/16 r 1 1 /7�/FIELD OR SHOP WELD 1 / TYPICAL L4X4 RECENED CITY OF TUKWILA FEB 0 7 ?DU STEEL JOIST TYP. JOIST REINF. Q GONGENTRATED LOAD APP? FEB tl