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HomeMy WebLinkAboutPermit D10-336 - EMERALD CITY MOVING - OVERHEAD DOORSEMERALD CITY MOVING 18325 SEGALE PARK DR B D1O-336 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwi la. wa. us DEVELOPMENT PERMIT Parcel No.: 3523049119 Address: 18325 SEGALE PARK DR B TUKW Suite No: Project Name: EMERALD CITY MOVING Permit Number: D10 -336 Issue Date: 12/23/2010 Permit Expires On: 06/21/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: BARRY BENNETT Address: PO BOX 88028 , TUKWILA WA 98188 Contractor: Name: Address: Contractor License No: Phone: 206 396 -2012 Phone: Expiration Date: DESCRIPTION OF WORK: CUT IN TWO NEW 9 X 10' TALL OVERHEAD DOORS Value of Construction: $6,500.00 Fees Collected: $369.97 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0024 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -336 Printed: 12 -23 -2010 Permit Center Authorized Signature: API = I � r L I hereby certify that I have read and examined t •,t' permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whfer specified herein or not. • Date: The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: r 1/4A e ive 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D10 -336 Printed: 12 -23 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cktukwila.wa.us PlumbinglGas Permit No Public Works Permit! No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: / $3LS S p 1e (Park trAt I3 Tenant Name: rCtnne rat a. C4+1 J ovt1nq Property Owners Name: S%ct(C 7ro t(si -tees 4L C Mailing Address: P P. Ts....- FrFa `a2� (u k wt (t>\ King Co Assessor's Tax No.: //c)( Suite Suite Number: Floor: Grnu,nCA New Tenant: ® Yes ❑ ..No City Ov State Zip CONTACT PERSON - who do we contact when your permit to be issued Name: J50..c• IJe•ne,14 Mailing Address: PO. lox E -Mail Address: 16Pvt rte. ++ Se . as tCpr� oe GENERAL CONTRACTOR INFORMATION - I (Contractor Information for Mechanical (pg 4) for Plumbing and Con& Telephone: ukwt City Fax Number: aD(- -aola- W>E} `hSe State Zip a ,- S7s - /loc,Z Company Name: Mailing Address: as Piping (pg 5); St ak e. �ro f NCI eS GLC. Contact Person: 15ar, `'1 E -Mail Address: iS�P, e f f Se�a(eprur-,ec�' ICS .c.$3,^`- Contractor Registration Number: Sericdp f 90a C /1/kwtl0• City Day Telephone: Fax Number: State Zip a06 — 3 ?( 6a Expiration Date: L/ //(awla_ ARCHITECT OF RECORD —'All plans must be stamped by Architect of Record Company Name: Laknce. /'lve 1Ie.r av>� /4SScn,za S Mailing Address: / 30 LaktSil t Sui I c &SO Contact Person: ? I0 r-f Fo.t de E -Mail Address: ��7tG \c�C jJ� cJ ' on 6P_ I ({'(`.Cove■, Sth City Day Telephone: Fax Number: State Zip s ass3 axe 3a� -cTY ENGINEER OF ECORD —All plats. ust be vamped by Engineer of Record' Company Name: � ' ,neer`S l\(o� w&Sf .�viC. ��(Di (.tl � �Gi U Mailing Address: T / ON e. NE Contact Person: 1 _IOC �e_ Ko v&, n k E -Mail Address: k* - P /Au') c � H:\Applicationaonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Stt (t City Day Telephone: Fax Number: State Zip ate— jaS - ?S(o0 saa-66 S(3' Page 1 of 6 ,,BUILDING PERMIT INFORMATION — 206 -431' -3670 Valuation of Project (contractor's bid price): $ 'I SSD7.OD Existing Building Valuation: $ Scope of Work (please provide detailed information): [ J o f i ,k +W O el ev.J q" 04 (0101i deal Overkeaft drops. Will there be new rack storage? ❑ Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas inSquare Footage Below ' PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: aj(.D Compact: Handicap: Will there be a change in use? ❑ Yes lg.. No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes la No If "yes attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms - Applications On Line12010 Applications \7 -2010 - Remit Application.doc Revised: 7 -2010 hh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Consfiuction,per IBC Type of Occupancy per IBC 1st Floor -S11/ Li � a 50 o 0 v W S to & -g -a. s t . 2 "d Floor 1 3rd -Floor Floors dull, T. a 1 Basement Accessory Structure* ,Attaclied'Ga"rage Detaa ed Garage Attached Carport' Detached Carport Covered Deck Uncovered'Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: aj(.D Compact: Handicap: Will there be a change in use? ❑ Yes lg.. No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes la No If "yes attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Applications \Forms - Applications On Line12010 Applications \7 -2010 - Remit Application.doc Revised: 7 -2010 hh Page 2 of 6 t I r • 0 PERMIT APPLICATION:NOTES;- Applicable to all permits in this application' >:t 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: ,Garry IJeL..„Q t-'t Mailing Address: Rte, k ktQ - IDate Application Accepted: 1/1 1 ✓1 \ I o Day Telephone: City Date: /a /7l0 db(o-3% -a.O(a tke State Zip Date Application Expires: Staff Initials: H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT ParcelNo.: 3523049119 Permit Number: D10 -336 Address: 18325 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 12/09/2010 Applicant: EMERALD CITY MOVING Issue Date: Receipt No.: R10 -02465 Initials: User ID: JEM 1165 Payment Amount: $369.97 Payment Date: 12/09/2010 10:55 AM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 63075 369.97 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $369.97 221.50 143.97 4.50 doc: Receiot -06 Printed: 12 -09 -2010 : ) INSPECTION RECORD 0-33,10 INN NO. PERMIT NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: k _ o C'/ TypeAnspestn: , , i ,„ i .friAJA-1 isui hafJet-6 Address: i 813 'LI 6144t__ Date Called: Special Instructions: g kt. V Date Wanted: i — / I— — ( 1 P.m Requester: il'i4 Phone No So Co —3% 1 R-0/1 Approved per applicable codes. Corrections required pri:ie7o approval. 1 - COMMENTS: iLerA47 7 lInspettOr rate:_ REINSPECTION FEE REQUIRED. Pilo to next inspection. fee must be .paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. . ' • .1 • . . . . .. ,. • • • • • • .• . . Pr jett: ayAddress: Type of Inspectiorl: 1.335 /5E--( Pk-E- Date Called: Special Instructions: _ 6 1 xi o ' Otter 1A010/Z.J Date Wanted: I — ( 1---( ;.7n. r ( P.m. Requester: 13"Fliiie No- 7,..<0C9 -31To -20 II__ Approved per applicable codes. Corrections required prior .to approval. COMMENT ilnsp tor: _••■■■•.. 'Date: ri REINSPECTION FEE REQUIRED. ri • r to noifiripection. fee must be paidith 6300.Southcenter Blvd:..Suite 100. Call to schedule reinspection. • • . • • INSPECTION RECORD Retain a copy with permit - INSPECTION O. . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Di(0 -1310 P'jest: • &Ai';Q /J 1 "l e i- Type of I spection:, -- f 6- At A t Address: Date Called: - Special instructions. . . ' \ Date Wanted: / **-il,„, ---1 f li Requester: ` ■` 1 Phone No: (a --3(0. (2_ Approved per applicable codes. ElCorrections required prior t� approval: COMMENTS: 1 • 'Inspect° Date: REINSPECTIONTEE REQUIRED. Prior'to.next inspection; fee must be paid-at 6300•Southcenter Blvd...Suite •100'. Call to schedule remspection. • • • • INSPECTION RECORD Retain a copy with permit INSPECTION. NO. PERMIT NO. . CITY OF•TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: �j 114414- Type of Ins ect'on; Address" �� Da Called: Special Instructions:: . 4, r+� lam. Date Wanted: ��j2- p.m Requester: • PoN 36 �]� of- ■ • • Approved per applicable codes. . Corrections required prior -to approval. • COMMENTS: �.► j t p 1I 1 (Inspector,. -""'IDate: REINSPECTION FEE'REQUIRED: Priotjto next inspeetioi \fee must be paid at 6300 Southcenter Blvd:; Suite:tCU,Catt to se edii'levreanspection: •: • SINCE 1946 NORTHWEST DOOR INC. INDUSTRIAL STEEL DOORS FILE COP. D FOR .. . OD PLIANCE -., 2 City ot RI/OD/NG DI 'I; Ifl INCOMPLETE LTR. - bR'UINEST D 0 EETSN&l UR;S C NEEDS:. SU GESTE 'SP CIFICATIQN$ rFORS`TEEL$ECTIONAPOIMRHPATpOPIIS NOT. OTE TOSPECIFIERS: . Words in- parenthes "&iiidicate:frequeiitty spec red.and highlrrecomipended "options. PART 1 °:GENERAL. 0 = be inbdet 924 (0.2 :manufactured by NoithwesDoor- Inc Doors are designed to Mee) SI A21i1 1577 & ANSUNAGD 022.1.688 s apes. . 1:62 RELAI, p0NOAK -0gening .preparation; Miscellaneaus_ar atructuratriteial work;, access panels,;f'tnish:or•field, painting, field electrical'wnng; wije,.condut; fuses;. and.disconnect�switclies,are in the/Scope of other divisions or'trades: • ? r;iA F. T 2`PI I DUCT 2.01 biX)ft, SECTIONS= Will,be rots - forted to:a•full 2 °- thickness;from hot - dipped •-- GG- 60= gatvanizod'steel; 24 ',GW924 (20-GA/ X920), per !ASTM A =526 standards. Honzontai meeting rails will be.rolled4ormed with ;shi lap,•joint.acting as,an integral strut:and uyeatherjoint .Seetion1aces-wiilbe deep ribbedloradded strength: End sti(eS Shalt befJJ shaped 'fomied from 18 GA.galvanized steel,and shali:completely enclose•and-protect the end'of:the door from damageand serve as a flat; srnooth surface forexterior weather seal 18 GA gaivsnized intermediate stiles, shall. bo•permanentiy:attached °at.each end as welf,as at mid epaints as:required ; . for long Iife,and, rigidity: iottom section:wiiibe:furnished =with a•fulll width aluminum- relhforcing angle/retainer fitted with compressible • • loop- type:weatherseali designed for contlnuous contact at Sili: 2.0‘2FINISH-- Exterior:and interor doorfaces will receive O4 goat protection. process: This.shall consist of galvanizing ; -bonderizing; baked oh epoxy :bases coat and .white&polyesterrtop:coat. Total coverage of exterimface will be •mirllmunl l-mitthickness. 203 TRACK --Ail track, vertical mounting angles and brackets'wilf be AST.MA 526:commareial uality'steeltMinimum.1rack- thickness to be 16 GA for 2� 12tGA for 3 G-60 hot - dipped galvanized. Track,is'2° atandar'd `(39rack- retommended'on high cyae, or doors over 20 ft wide or.16 ft. high- .)Nerticaltrack •4o be graduated proVidin an adjustable wedge,.type dosirig'actioit seal with . bracket orcontinuous apgiemounting for wood jambs and continuous •reverse angle' mounting? forstee . r c onciete lambs: Horizon; • ,-•<.tal track willbe reinforced • with angle01 adequate length•and gauge to helpp: preventde fl&ction.,Additionatfield bracing ',shallbe provided by theinstallei:to prevent. deflection. and establisha'tigid installation; • • 204 .HARDWARE- Allfhardware. with theexoeptioni 01 toilers wilt be. made fronrASTM A , 526,commeicial quality steel; coated with • •hot iipped.galvaruzing. Each bottom comer bracket shall be.designed•to support a dead:lead equal- to three-quarters.of the balariCed • .weight. Hinges will be heavy duty ;.fully giasseted, commercial type: Rollers will have (10) 1/4° ball bearings Wit hardened inner = races: Top:ttlxturesikiiti`be fully adjustable for aligning' top section with jamb arid•head.,Doors,over 16 -3° wide^or50,04bs., balance• • iyeight- rili�bekimished with- double end hinges and long stem rollers :.Galvanized steell,Stnits.will be, providedas required t&rneet Wiridload standards established'under ANSIINAGDM specification; 102.1980. ; • 2:6S COUNTERBALANCE- SpnngS willbetorsion type, low • stress, helical wound; oil temperedispniig irei- ASTM-229 —to • provide minimum 10,000'cycies,of use --or meet specified cycles -on cpntinuaus,steel&shaft, CRS or;tubularsteek Spring' fittings and drams will be-Made of'die cast, high strengthaluminum. Preformed galvanized'steef aiicraft:cable shall,provide a minimum' safety factor of.5 :1. (Long life springeof 25,000, 50, 000 or 100,000 cycles may,. be specifiedand are recommended fori • high. usage-applications.) • 2 , 06WEATHERStRlPPlN.irr -May bespecified to greatly reduce•airleakage for both insulated and non •insulated doors'with complete weatherstripping as follows: (doors will be provided with• continuous penrneterseal'at jambs ;•head; ;ill -and with :section joint seal. Perimeter seal at lambs and-head-will befiexible cold ;wealhervirlyl,designe&to continuously, c ontaaot:doorexterior in the closed, position Seal: at sillwill be compressible vinyl.designed for eontinuouS;oont et when ddor is closed:. SectionjOint seal will.be : ebinpreVssible foam- rubber attached kilt length of section edge.: Ali. weatherstrtppin materials will retain sealing •properties irr siib= freezing and high heat). 2:07 •LOCKS – Designed`-ta.en9agge the vertical:track utilizing an end stileinouhted interior glide: bolt. (Standard 'rirn cylinder end lock.. .. bar - available.) Mastetkeyed cylinders; if required,.to be supplied by others. • - 2:08 WINDLOAD.- Doors Will meet or exceedstandards established by'ANSi/NAGDM 1021988 in accordance with ASTM E- 330.70. .2:09=OPTIONS- INSULATION may be furs shedwith polystyrene or polyurethane Cora: Back co versever:theinsulation May be speafiedrof.26 •GA, 24 GA, or 20 prepalnted steel or white•' 3S may ••be.used for improvedinsulatingrtheractenstics and lightweightdurabie :operation.: FULL VISION. SECTIONS May be. substituted -for oneormoreseetions, and, may9eneraily, be gtazedwith •any: glass'io112 "ovetali ;thii,kness; {4r expanded aluminum for;ventilatibr Fultvtsion sections are' furnished: in inillkfinish andatinot.avai1able in a pass door; ••{Also available in dearand color anodized ;); ECURiTY LITESAre available in DSB,114" we glass ; :1 /$' and1 /4' plexiglass Lite 'sizemeasures:approxirnately 5 x 2 - 1/2- ".° ASS;THRU DOORS available In three or.faursections in'model-t#920,`thro lgh 14,x'14' Pass.thru Joorssha1 be :used: in non trisulateddoors in:low tiSage, applications•oniy. . CHAiN HOISTS may`befumished as•dlret drive •through 14 it 14' orreduc.ed drive •(3:1) •for doors tfirough:20x :14. `MOTOR OPERATIORS,are available for all door models and; sizes with' standard or specx 'at coritrolsdesigned specifically for each • application: {Recornmendedop high usage appiicauons or doors greattertlian 20.x1: PART 3 EXECUTION 3.01 INSTALL= -Doors shall be'instalted in accordance with. Northwest Doors instructions,• standards and According .to the'approved shop drawings , lnstellati9n Will be by an aUthorjzed Northwest Doer dealer: a.. IS E IVES • Be'arrig'Plate location, Rear., ;Hanger I Morizontai ,& Brace Angle Batt Center z.. Hanger & Brace Hex. HO. z~ Bolts.. &Nut Tbacir:8oits " &':ijll]t5 _.: :Vertical -Angle 4 Standard L1 (Cow Headroom )5vailable) :(MCXfet 1.4 Angie Mounted Track, 1 Gusset eating Plate Location ,Rear Hex HD. Hanger` �.. Bolt �& IVut Center, j,g&kBrace • Hanger 8r''$race o,. Horizontal, . -- fl ack &-Angle Jj Breakaway I:r" Th aek & Angle Made Vertical T1racli V :realga N i j *.I :.: _.... 'll'ack Baits & Nuts Lift (Single incline highlift is standard) (Model Hi . ', Clearance ;ii'equIrements Headroom required 'above opening height Sideroom for each track Backroom required StarldaiXruft 'Model.S':. 2 "'track 3 "'track 5 -1/2" Door height '' pills -16'. 16" 18" ,Low:hleadroom Model . 6.1721' -"9" , 5-112" Door height ptus 24° }sigh. Lift 5faridard single incline 'Model H 'HIghiift plus 12" • 5 -1/2" g ... Door hei ht Plus 18 minus high :lift . 'Mg-ft-Lift' Optiarial Beeaka, y; Model B'. Highllft plus • 9" 5-1 /2" tk or 'height plus 24" Minus high;lift. Verlicai;laft . ` , Model V '. Door height plus 12" S-1/2" 18" , G1ass Standard Door Width Openings Door Height, '.Sectiogs; Thru -9`2" 2 T0" ;8'9° 1 4 -12'2" •3 8'9" • l 0'3' 5 12'3" - 16'2" 4 10'6" -12'Z" 6 16'3" -202" 5 12'3" - 14'2' 7 2O'3 • - 247 .6 14.3" - 162" 8 28'2" 7 1'6'3" - 18'L" 9 =ltisUlated•tloors with polystyrnnoiisulati and a•24 or Mlauge tusk prfnH•o'r potystyrooe with a wru* p$. back. panel feu adUratla any} lightWottlt dear with improved in,n )atin. charao- t rtsrres. Polyurethane is a 9114)1e an option where tn5un tang characteristic,; #,;d regwreh, ' vn maims ac roars data :Angle Mounted fi ack. Oar Gusset ;t. 1• • Brace .. f li: ,Horizontal,,. Heatiery:Angle- Bearing: Plate' :Location :breakaway Track .Vertical Track ` Track Bolts & Nuts:, I Angie' • MoUntett Track. Mg ,.r odelV „ Vertical Lift.. „,- :Lk 'Fill nal 1fi3i'14i i� m carer MOM= aas. .. MOM GEMECIU aa4 vn maims ac roars data :Angle Mounted fi ack. Oar Gusset ;t. 1• • Brace .. f li: ,Horizontal,,. Heatiery:Angle- Bearing: Plate' :Location :breakaway Track .Vertical Track ` Track Bolts & Nuts:, I Angie' • MoUntett Track. Mg ,.r odelV „ Vertical Lift.. „,- :Lk DURABLE :PRIMER PRE - PAINTED STEEL Base steel is (1) hot -dipped galvanized. (2) bonderized-phosphate treated, then receives a (3) baked -cn base coat and a (4) baked-on white top coatof primer for maximum corrosion resistance and providing an excellent base for finish paint. Distributed by: ' £ Northwest Door:.warrants.its products to be free of defects in materials, for. a period Of .one year - after date'of shipktent from its-ptant. This warranty isiimited to furnishing any part or parts due •toprOddctfailure.duriing'rthe firre'year. Northwest Daor;has sole right`ta determine whether-failure of product is•due.to,prpduct or abuse: of product. Warranty ¢oes.not'apply to•any, product that,•in thejutigment of. Northwest poor, was subJeeted to misuse er.,neglkct,or has been altered:during:installatioh3n any' way.that;may have impaired tts safety: operation or efficiency. not. to any,ppOuuct that ,has been sui jected tp<an accidenZ;.'WARNINGs Any'adjustment on:yourdozr should b made by an experienced door instafer:such.as?your Northwest Door dea)er;SefloiS' Wry can result from'Improper adjustments to door hardware. Northwest Door reserves the right _te,r:nahe product ' changes without •pr(or'petite Northwest Door;.iri'c:.''10731 "A '-:St S. /'F.0. Box 44605 /'Chcoma; WA 98444 -6063 (253) 53S- 5700"�� AX;(253) 535 -5807 2o2 -ions • ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. FILE COPY STRUCTURAL CALCULATIONS FOR SEGALE 771 BUILDING EMERALD CITY MOVERS TI - OVERHEAD DOORS CRyRSHIli1:A utC 17 2010 PERMIT CENTER 18325 Segale Park Dr. B Tukwila, WA 98188 Dale Kaemingk, PE /SE Joel Kipple, E.I.T. December 7, 2010 ENW Project No. 77- 071 -014 CODE: 2009 IBC • REVIEWED FOR CODE COMPLIANCE APPROVE DEC 2 2 2010 City of Tukwila BUILDING nVVISInN INCOMPLETE LTR# t) • 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com Y } .00 `003.Or'YUd; 77- 071 -01y beGRle - :ere Iaole(r ,Gwrcrtruiv• ,CF 11 .(nvvLELO P/11L. G C,P3 //JS a w4.'L E/4. WAY 5..s Q. 5 L 0. .4 'MI/C DOOR l 11' k 2 s / 111. FFA. F900 / "' 7 1/EA7 Eq 5/AL OF 0711075, • 3900. OG' 11X1179: AT Fu/7/A.0 /000/1 S S .. 2 5 NOA ♦L. A1107 2.0. coo" .GOC4T /O,/ /•/AY AUPRY NOM /L. c Lc/5/o° . s ."S • NOR /L. • .5 SN. TOP, / •EA. FACE /ES vOF 96 °tO' 2.4.5 hfnevz.., /- Eq- y4� /s.4..-:- /EA. wqY COP PAGE 1 1 1 1 9 ..ESA (9 PLACES 3 pi i- / / 1 ( , 1 r 7 1 1 1 1 1 1 1 j- I A • EKP. I9GGx. P/(l[. to CP7//D5 .0LSL/ 44.4.44/0.3 4,020 P,q� .4; TOP CAF scA.s EL. OCO- CAA:3"es 3r,. . 0. SONEGIJLE '•9 C2 45 .04. . 4 + , 4 ) - • I 1 - - - - -1 1 EX.P. • .5 0NOR• / -E0. 4906 • 2>S /KW. tEA. 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FGG. a"//p of -/0"/0 5TL. 15C1-1E0ULE 515 /O 071'1•1. C -/5/a3 STEEL n ro TO 2d. 4 __ 6 /5 .5 /0 S +7 15 if to /5 •5 1,20 8 .0 PO .5 C. .4 TOC.N7OK .5 25 /5 aft? CSN /0n z�c /0 .4 TO /•5 ,z s A/OTE: 11.0 GNOA/� STL. ALONG 615/.0 A H/S/00 .G/e0 .5E5 5 ""CL 62. /31sT LL. / /:O' _ 2d3:3 �3 e/C £ [] .5007 c- 425 ✓9117 W/ $' 3Creel.. --- 000 4 r/ES eat 750 it 807•' 71191 FOt1w1Mt APPLY. (pl 1ED'DTIIFIDIISE;'..-� tate•DNF0N164 I CO 7'.EI)Iron, ' ' 119E 14105 ' L -`i j: j,' . - • //'yt �. ) .. PSF. .:'.•.- IU5.Fr71 20 PSP,:: •,: HEW= ..... 6a PsF . liurmlu•? jo /L3.•r.5u1 ..;: 75 16DD'rsF`ESTeA'rE'A6oiidG. 2sDO P.:10EU01 /Bdn TILL 5711101 7007111/5 51501 BE A IUD. OF 1' -6' 6604 71015110 105 SHALL SEAR 00 71LL C00PA00 TO 155 1551FIED PROCTOR'- AST11 D. 557: 037111 50Gma.. SIRIUT SOIL common REPORTS TO am111EE1 FOR APPfmYAI!P110155 �iI 0 • • • v PSI INSPECTED FOR ALL STABS MI GRADE 11111 70051515 ra.531G PS1 IIISPECTEO FOR ALL gnus. " -'• - ... P' yy'- �. ULTIIL0E 51150TU 0010 0 1 11070 45E5. 1115115 110 7120115 OF ALL 1D0�71 X110 1011tt OF imams 511111 RE IN 91091541/ E 111701 TII1 LW. 910 AC1 CODE 311 -71, PROPORTIONS 04 AGGREGATE TO COW SHALL BE SUCH AS TO PRODUCE A 05131 I50GOLE HI3 71/1731 19111101. 010 151101 CAN FE PLACED 0111517 515119951011 0R EXCESS FRCS SURFACE 97790. 1'/011 AD• IU1TUTS SEE SPECS. 1/2' 0109 0 ALL 090510 0110107E 1060, 110955 1O1CA10 07l1t01 l E Oil AR151100TIDIAL 0111111115. TATER 1511215 SHALL RE USED. -- T: I CRm STEEL �4.ty. • •, 'y7 51"$11901 SHALL BE OF1O5FO PER 75711 0615 -6/, GMT1[ 53 (Fy.0%Am 757 '':YY�/�1 W IIOIDIS 111550111111 BARS 30 041 D7141TEP3. 1' -7' 11111. 10AE55 07181115E 191005 0RRE1 006 (1' -T' Brut) Oa BE PROVIDED FUR ALL HOR1201111L REIIOORCDUH7. 01711101.!' STEE1 111 A000PJW5E 11175 118 '11111 IDINAL OF ST9110155 PRACTICE OF DETAILING REINFORCED - 0311051 ST2511IRe5. • '. ; ' f : ,�ii,;LL��fj��, WY111 0 INTO REHIFOACUSIR 10 OEl • ' •, �t0; j00Y0191 3110195; (:f 70108055271[0 -- 1100710 FACE 1-1/2 1200118. ••.� 1510101 FACE 314 1101 ,:� d' • • P,EBAN 1111.0105 - - 5Crila1511 AR TO EE 6BAOE 40 (Ft.40,000 751) NAL CAP1D1 133TEIR .352: SUmOT I7(lti CERTIFICATE 801114 PEPAR 019111011 152115305 TO MILKER. FOLLOW 00011015"0 PRACTICES FOR 1100115 1111190111111 STEEL, itrr . 116E1105 ADD 151050158 IN 1E111F51 01St COII505IR102 BY TOE NIER11A1111115119 SOCIETY. ALL RE1AR 00.0110 SOALL BE 62 CERT (110 UF11ffr5. USE F11S0 LON 11707.710117 97013 RECTOOES.COO1 311100 TO T18, TURATIVE SPE 5 FOR (IRO STEEL ARC 2151120 LLEC1DES (AJ5 DES1G. 18.12 A5T1 D111G. A233). • IE1105311' REBAR TO OE MEMO SHALL 1300 RE CLOSER 111111 3' TO 11110, ' ` 5TOCTICUL STEEL STRUCTURE STEEL SHALL 13110TR11 TO 111E FOLLDVtO STAU07➢DS: 111., //!5151911 COL. 115TH A 55.45 a. 0..006 .5 (Fr- .35.000'PS/)71' , 2110E 911110E COL. A50I A16 (10'36.00 PSI 1 •7•. ••' 71.1 SE18. 1105FA5 SHALL BE 11VE11 08 SOP COAT OF APPROVED PAIIR.- 1810115 AS PEI],) •• PAPAGOAPU OELOY. 3 • CStAH0U5 1 i US U 1ULL COMM TO A5TI1 A -16 (0- 36,000 751)• , Da05 I1T SPECIFIED.. 51501 OE I/4' 051/110005 71L1141.111. ALL 1101.115 TO 11 ST CO127110 190015 -- USE 775511160 ELECTSDES_ 111511010705 RULERS VD 111 5517501 OR APPROVED 1OU/L- ALL URGERS 10 RE 711570180 COI 1000 01111 7ROPE4 HAILS - ALL IIDLE5 SHALL BE 111110. 1901115 ICLIS.TO BE A-307. - • 711005 BOLTS EIRD 01ICP.CTE 211E BE PARR ROLES. OR APPROVED ALL TILE TRADES C01155110.191OD0501111 INCREASE 818 PLATE SUE O HE 000711/95 THIS VI1 • TAMER ra -FO0F JOISTS O.F. P2 (76.1650 PSI RCP.1 '}- 6x11 0011103 D.F. 42 (11'1250 752 ) ? O.F. 01 I 51.560 751 10905 107 TOTED TO BC D.F. 02 (11 ALL 7000115 51NLL 108051 TO '111711 GRADIIIG 01115 FOR 5957[911 EMBER - 1970 EDITH Wt'.1 902.7 HEADS 7110 HILTS OFAR100 AGAINST 0000 SILL GE 704100 UITH 511130212 0T 0110115. ALL 00D ION COUTAC11 IIITH COIICRETE SHALL DE TREATED. GLII- LAIIIWPTE0 9000 I0E12ERS 1.1 GLU-WI140lED 1000 5. DOUGLAS FIR COAST 1911111. RI10 DRIED. STRESS GRADE 0713111-• TI01 20P (14'2000 701). GLUE SHALL BE CASED WTI 1101.8 1351(11101. 00E1011 LPN TO 113 FREE OF 1150.010 FOOTS LARGER THAR 1/2' DW3ETFP.. 111 -1.111 FABRICATOR TO PROVIDE TOP/ • 70111101 LA15 AT 111111194015. INTERIALS MIST BE 007921100 FROM NI APPROVED FABRICATOR.:, PLf900 72 'STOCTUPAL I. 5 PLY. 011102' (0011 IDEIR. 1017 32/16)1 3 4. 010 7111000 00 80011 •1BC IDEIR. II912 111/24). 1501110 SHALL BE AS IIm1CATED M FLAB. CONTRACTOR TO CALL: 0518018 FOR 1I15P111111 1 OF 00F DIAPI111 0 PRIOR TO OOFIO. TRUSSE{ - 01111111RO(170 TO 0010115 TO ON 00TT NAIL, 0111011151111' 0(1 111 an122003 F RAILS. SVAU11D 7525 10 A 1110201 OF 1/2'. BR101 0 11G 9110 011111111 10 BE AS REC01 051 1 BY TS•J01 S1 CORPOPAT101. SEE 081S-JOI50 SOP 075011151. PRECAST YALU _ '7 7NIE1 1.11110 STRESSES ARE TO BE 01E5E0 01 T11E =TRACTOR 1.110 HE SHILL P15ID 1EI0. FORUM E � FI(15 USE 1115 -0705 REQUIRED .COUI DD AT EXCESSIVE PAUL OPDI GS �1101111155115 FILLET (ENEDA , 71171915 fV0 7OIIIPS TO EC A 11011- 5X10111215 TYPE. , • SPECIAL 00111575 - YD00A11101 SHALL (11270 ALL 0011013510115 III FIELD. AO 511111 PROVIDE AOCONA9E 11011115 C1EIIBRACING 7 1131 ALL 0ELD DALES PRIOR RTT001f 70157100.0110 CRLTE FOR PRREAS SHALL 9(17 , -- SALL BE 1117191110. SOT DRAU1155 . - SUWUT 3 SETS OF SHOP /511111115 FOR APPROVAL PRIOR 10 7ABRICATI00 7011: 010 -LYLS, 11110. 0500E0 10511. 1111501[ ION. TRUSS 10155 9110 PRECAST P910L LATOT ORA/1155. THESE /1013132115 SHILL 10021ATE P111R 0118151015, C05T. C017201RES. S12E A10 LOCATION OF ALL 07511055 PLUS THE TYPE 91O LOCATION OF ALL 011010 ITEM. /oC. / 17/t/EL A/07-Et5: 1. PRECAST 75211 723110105 6.112' TYPICAL RE1111011011 EICEPT AS 0190 /4 AI N' We YERTIEAL 911 10111701111111. CORER HO112031TAL STEEL I0 79181. PLACE VERTICAL S1E11. T0N0 20510E FACE. - PANEL T41CS855 7.1,2'. 1072111 RE105ORC110 /5 AT O' o/c VERTICAL. /4 Al 11' O/c HORIRSTAL. PLACE VERTICAL S5EEL 111 CURER OF P910L 111TH HORIZONTAL 100010 2. 111510E FACE. AO 1- AS tEACH0SIDE OF OPEI1ING (EXTEND (FULL 0' 112671851 8120101 EDGE OF OP CHING..)05: 3. ADO 0100 10111..10AL( 71111 REIGHT P911EL4 PER SCJ101tI TNIS 12170. LOCATE III - - 7*330 115 311110 DI ELE /ATIDI TTS STET. 4. ADO 08111 STEEL PER TOTE 2 AT ALL FUTURE 07(1111113. LOCATION PER ARDlI00 1. T '`a�•�AS�i, 1�1.%rl. . : .tip' =• -•- 1 /10 ENGINEERS NORTHWEST, INC., P.S. -' STRUCTURAL ENGINEERS PROJECT # /i- Oi f -015 PROJECT SUBJECT l./k7I'u (. 1 ail DING 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 SECAIE 771 61D&. — EME OIL CV MOVr7?5 Latitude and Longitude of a Point DATE II -11 -/0 SHEET 2 OFj BY .Jx Note: Right click on a blue marker to remove it. temeemmtm Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: 47.4381271 Longitude: -122.2578886 Latitude: Longitude: Degrees 47 -122 Minutes 26 15 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long — for S Lat or W Long. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show Point Conterminous 48 States Seconds 2003 NEHRP Seismic Design Provisions 28.4004 Latitude = 47.4381271 Longitude = - 122.2578886 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.391 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) 172572 Input = Job number : Job name : * * * ** ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle- Use by others unlawful (Shaded cells 77- 071 -014 Segale 771_ Building - Emerald City Movers Walls -ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3.4 & 5 Input Wall weight , Ww = Are the walls bearing or shear walls? Ip = ap = Rp = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = IE = Sds = Seismic Design Category (SDC) = Is Diaphragm considered Flexible? z/h = 69 Y 1.0 2.5 ASCE 7 -05 Section 12.11.1 Controls Wall Fpu = design Fp = Fp = at high M design = roof M design = at low M design = roof M design = 2.5 35 35 33 1 0.927 D Y 1.0 Wall Anchorage & Parapets Section 13.3.1 SHEET 3 OF ID 9/29/09 1 psf Walls are (Structural) Section 11.2 ASCE 7 -05 Section 13.1.3 Parapets braced to framing below its cg. ASCE Table 13.5 -1) Parapets braced to framing below its cg. ASCE Table 13.5 -1) ft. from " ASCE EQ." Sheet ft. ft. Output Ww = wall weight (psf) Concrete & Masonry Wall Lateral Loading - Out -of -plane force. 0.371 *Ww Main wall design (USD) Controls Wall 0.260 *Ww Main wall design (ASD @ 0.7 *E) design 18.0 psf ASD 2756 (#- ft. /ft.) (ASD) simple span (neglecting parapet) 2756 (#- ft. /ft.) (ASD) reduced for cantilevered parapet 2450 (#4t./ft.) (ASD) simple span (neglecting parapet) 2432 ( #- ft.lft.) (ASD) reduced for cantilevered parapet Controls Wall Parapet only design ASCE 7 -05 Section Fpu = Fpu = Fpu = Fpu = Fp design = Fp design = M design = M design = 13.3.1 Concrete & Masonry Parapets - Out -of -plane force. 1.112 *Ww (Eq. 13.3-1) 1.483 *Ww (Eq. 13.3 -2) maximum 0.278 *Ww (Eq. 13.3 -3) minimum 1.112 *Ww USD - Controls 0.779 *Ww Working ( 0.7 *E factor 53.8 psf (ASD @ 0.7 *E ) 0 (#4t./ft.) (ASD @ 0.7 *E ) min. parapet @ 0 ft. high 107 ( #- ft.lft.) (ASD @ 0.7 *E) max. parapet @ 2 ft. high Controls Parapet only design ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out -of -plane force. Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls Anchorage Force Cs = 1.113 Wall anchorage Tributary Weight = 1281 (off) Max.@ point of anchorage Fpu = Cs * Tributary Weight Fpu = 1425 (p1° USD @ point of anchorage Fp design = 998 (pif) (ASD @ 0.7 *E) at point of anchorage ASEC 7 -05 Section 13.3.1 Non - Structural Wall Elements - Out -of -plane force. Non - Structural Wall ap /Rp = 0.4 Wall Element ASCE Table 13.5 -1 Controls Element Force Fpu = 0.445 *Ww (Eq. 13.3 -1) Component ( Non - Bearing - Fpu = 1.483 *Ww (Eq. 13.3 -2) maximum Seismic Non-Shear Walls) Fpu = 0.278 *Ww (Eq. 13.3-3) minimum Fpu = 0.445 *Ww USD - Controls Fp design = 0.312 *Ww (ASD @ 0.7 *E) Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage Toads by a factor of 1.4. Sec.12.11.2.2.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2 ". 11/16/2010 Walls 77- 071 -014 ASCE7 -05 2009IBC Seismic.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input= 'Shaded cells Job number : 77 -071 -014 Job name : Se ale 771 Building - Emerald Citv Movers - X111 IliAl SHEET 4 OF lb 9/29/09 REV. 1: 7/7/10 SEISMIC IBC 2009 Section 1613.1 1 ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input A2 Ordinary reinforced concrete shear walls Basic Seismic - Force- Resisting System = Basic Seismic - Force - Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = T1 = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? This Structural System is NOT Permitted. Ref. ASCE BWS Y Y 33.00 ft. 1.39 0.48 6 D II 35.00 ft. 35.00 ft. 33.00 ft. YES = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 7 -05 Table 12.2 -1. Output Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.520 Table 11.4 -2 Sms = 1.390 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = 0.730 Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.927 Sds = 2 /3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 0.487 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.105 0.2Sd1 /Sds Section 11.4.5 Ts = 0.525 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Period = T = 0.275 seconds - Section12.8.2.1 (Eq. 12.8 -7) Sa = 0.927 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) R = 4 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) flu = 2 System Overstrength Factor modified for flexible diaphragm Cd = 4 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE= 1 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section = 14.2 0.232 Section 12.8.1.1 (Eq. 12.8 -2) 0.443 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.041 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.232 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.232 *W At strength level USD (Eq. 12.8-1) 0.163 *W Working (0.7 *E ) ASD W = Building weight (# or kips) Table 12.8 -1 Cu = 1.4 Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = 0.185 *D = + / -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = 0.232 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.185 *wp (min. Section 12.10.1.1) 0.371 *wp (max. Section 12.10.1.1) 0.232 *wp USD 0.162 *wp ASD (0.7 *USD) EQ. 11/16/2010 77 -071 -014 ASCE7 -05 2009IBC Seismic.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET 5 OF 10 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 77- 071 -014 Figures, Tables & Equations PROJECT NAME: Segale 771 Building LOCATION: DESIGN BY: PROGRAM LIMITATIONS: 1.) The building height MUST NOT exceed the length nor width (a rigid structure) 2.) The building MUST NOT exceed 60 feet in height. 3.) The roof slope MUST NOT exceed 45 degrees. BUILDING AND SITE INFORMATION INPUT BUILDING WIDTH, B = 200.00 ft. (PARALLEL TO RIDGE) BUILDING LENGTH, L = 1266.00 ft. (PERPENDICULAR TO RIDGE) BLDG. EAVE HEIGHT, he = 33.00 ft. BLDG. RIDGE HEIGHT, hr = 35.00 ft. ROOF SLOPE, s = 0.25 in. /ft. IS ROOF A HIP OR GABLE? Gable HEIGHT OF PARAPET, hp = 34.00 ft. (EL o. -o" to T.O.W.) WIND VELOCITY, v = 85 mph (3 second gusts only !!fl ) SITE EXPOSURE = B Section 6.5.6.3 IMPORTANCE FACTOR, I = 1.00 See table to the right TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6 -3 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building intemal pressure condition = ENCLOSED Determines GCpi in Figure 6 -5 * Note:- III = Public Assembly & /or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility Roof slope = 1.1935 degrees Importance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 5/24/07 MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 34.00 ft. 34,00 ft. 35.00 ft. 33.00 ft. (WIND PERPENDICULAR TO RIDGE; (WIND PARALLEL TO RIDGE) UB = 6.33 B/L = 0.16 hmr /B = 0.170 hmr /L = 0.027 MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) FROM ASCE 7 Figure 6-5 ( Input From - "Building intemal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.7199 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6 -15) qh = 11.32 psf @ EL.33 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpi)] (Eq. 6 -18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 4.53 psf 1 0.40 4.53 psf Internal pressure = +/- 2.04 psf 2 -0.69 -7.81 psf 2 -0.69 -7.81 psf NOTE: - Internal pressure for the main frame cancels 3 -0.37 -4.19 psf 3 -0.37 -4.19 psf when Zones 1 & 4 and 1E & 4E 4 -0.29 -3.28 psf 4 -0.29 -3.28 psf are combined but adds or subtracts at 5 -0.45 -5.09 psf 5 -0.45 -5.09 psf Zones 2, 3, 2E and 3E that do not have 6 -0.45 -5.09 psf 6 -0.45 -5.09 psf directly opposing frame loads. 1E 0.61 6.90 psf 1E 0.61 6.90 psf 2E -1.07 -12.11 psf 2E -1.07 -12.11 psf 3E -0.53 -6.00 psf 3E -0.53 -6.00 psf 4E -0.43 -4.87 psf 4E -0.43 -4.87 psf Windward Parapets = 17.12 psf Leeward Parapets = -11.42 psf a= 13.20 ft. 2a = 26.40 ft. 1 11/15/2010 77- 071 -014 ASCE7 -05 2009IBC WindMeth2.xls ENGINEERS - NORTHWEST, INC.P.S_ 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 "' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 77- 071 -014 PROJECT NAME: Segale 771 Building LOCATION: 0 WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 34.00 ft. BLDG. RIDGE HEIGHT, hr = 35.00 ft. BLDG. EAVE HEIGHT, he = 33.00 ft. MEAN ROOF HEIGHT, hmr = 34.00 ft. Distance diaphragm is below roof = 12.0 In. Wall Support Elevation at Ridge = 34.73 ft. Wall Support Elevation at Eave = 32.73 ft. 2a = 26.40 ft. a= 13.20 ft. Loads to MWFRS Location Wails @ comers = Walls = Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Corner" design Toad Zones Loads 1 E & 4E 11.77 psf 1 & 4 7.81 psf 2 -9.85 psf 3 -6.23 psf 2E -14.15 psf 3E -8.04 psf 5 & 6 0.00 psf All 17.12 psf All -11.42 psf ALSO Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this load case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 26.4 ft. from corners = Non - corner load (more than) 26.4 ft. from corners = 230 pif 140 pif MWFRS - Diaphpagm loading perpendlcular to the ridge Comer load (up to) 26.4 ft. from corners = Non-corner load (more than) 26.4 ft. from corners = MWFRS - Roof Uplifts Roof uplift load up to 26.4 ft. from exterior walls = Roof uplift load more than 26.4 ft. from exterior walls = Components & Cladding 230 pif 160 pif -14.2 psf -9.9 psf Wall Design @ 359 sq.ft. trib. (Inward) = Wail Design @ 359 sq.ft. trib. (Outward) = Wall Design @ 359 sq.ft. trib. (Outward at Corners) = Wall Design ® 25 sq.ft. trib. (Inward) = Wall Design @ 25 sq.ft. trib. (Outward) _ Wall Design @ 25 sq.ft. trib. (Outward at Corners) = 9.4 psf -10.4 psf -10.7 psf 11.5 psf -12.5 psf -14.9 psf Parapet only Design at Corners = 18.7 psf Parapet only Design NOT at Corners = 18.7 psf Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = Wall anchorage load at corners = Non - corner anchorage load 13.2 ft. from corners = Wall anchorage load at ridge = 0.501nift. J 544.0 sq.ft. -8.1 psf -11.2 psf 200 pif 190 pif 170 pif 4 USE 4- USE 4-- 4-- USE f-- USE 4- -USE a- USE 4- USE 4 USE 4- USE USE f USE USE f-- USE 4 USE USE f-- USE USE USE SHEET 6 OF 11 5 /11/08 2 11/15/2010 77- 071 -014 ASCE7 -05 2009180 WindMeth2.xis ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525.-7560 FAX (206) 522-6698 PROJECT # 71- O11- mg PROJECT SEGAGF 771 BO& - b'1 /1iD e '( Ma ers DATE //45 10 SHEET '7 OF 10 BY SUBJECT NEW aw 4W 9D DIO125 A MAIPT4H- F11,411'.'541 #r- 4,rex.-3. • 11 • fj `f it • pa6VIS1oN4 WEyiE Mq'DE DU4i,J&, FUTURE. Doons / oPenigs l WAS Sp. PEcrf 1ED ` ,N. .'. ) Tr ADDlnoniAL ReiN. ciPlrnon/ or • FurV, boots) ierv(lm(,y ./ ((vrAgcE ° T71„ cur Dooa OPeiviNG W'nod 7NE FaoTPR/Nr tor THE PaDPofED aPWC. :D /TG /NE .. PN 771E :AS ,4IW/ PW&.. PE12 X - RAY INVEsT16A'rf or/ aN 11- 18-Io) RbbgTh !A2 rfl18 . RON.. ParSni r 1A/ •Exr57. 'Mews . �;-- -7 5TRimlGBAIKS �IEQ CONCRETE WALL DESIGN 2006 IBC ACI Section 10.10 / (0 Engineers Northwest 11/16/2010 12 :49:10 PM 6869 woodlawn Ave NE Sheet Seattle WA 98115 Segale 771 Building - Emerald City Movers 206 525 7560 New Windows @ East Wall wall 2003.2 Page 1 Materials Concrete 4,500 psi Reinforcing 60,000 psi Wall 5.5 in. x 5.16 ft. w/ 4 #4 @ 15.5 in. oc @ centerline Cover is 1.5 in. Outside Face 0 In. Inside Face Geometry Roof Elev = 13 ft. w/ 20 segments Footing Elev. = -3.67 ft. w/ 5 segments Friction & lateral soil pressure determine base fixity Coef / friction = .3 Active pressure = 25 pcf /ft Passive press = 250 pcf /ft Elevation of backfill = -3.67 ft (0 is at slab level) Vertical Loads Loads shown will be multiplied by the tributary width. Eccentricities are positive inward & measured from inside face of wall. Dead Live Wind Eccen. LL Type Ledger 0.2 klf 0 klf 0 klf 2 in. floor load Concentric 0.32 klf 1.6 klf 0 klf floor load Lateral Loading Wind Seismic Code Wind Inward = 13.5 psf Outward = 14.8 psf at roof level Windspeed = 85 mph Wind exposure is B Importance factor is 1.0 Enclosed Kd = 1.0 Topo factor = 1.0 Mean Roof Ht. = 13 Code Seismic Horiz factor = 0.37 W (strength) Vertical Factor = 0.185 W (strength) Ss =1.39 I =1 Site classtypeD Fa =1 CONCRETE WALL DESIGN 2006 IBC ACI Section 10.10 q / ID Engineers Northwest 11/16/2010 12:49:10 PM 6869 woodlawn Ave NE Sheet Seattle WA 98115 Segale 771 Building - Emerald City Movers 206 525 7560 New Windows @ East Wall wall 2003.2 Page 2 Load Cases 1) 1.4D 2) 1.2D + 1.6Lf + 0.5Lr + 0.5Ls + 1.6H 3) 1.2D + 0.5Lf + 1.6Lr + 1.6Ls + 0.8W) 4) 1.2D + 0.5Lf + 1.6Lr + 1.6Ls - 0.8W) 7) 1.2D + 0.5Lf + 0.5Lr + 0.5Ls + 1.6W 8) 1.2D + 0.5Lf + 0.5Lr + 0.5Ls - 1.6W 11) 1.2D + 0.5Lf + 0.2Ls + 1.0E 12) 1.2D + 0.5Lf + 0.2Ls - 1.0E 19) .9D +1.6H +1.6W 20) .9D + 1.6H - 1.6W 21) .9D + 1.6H + 1.0E 22) .9D + 1.6H - 1.0E Summary of Results Design Failed Is the vertical load stress(strength) < 0.10fc? okay ACI 14.8.2.3 Is As <= 0.6pbal? (= 0.019) okay ACI 14.8.2.4 Is phi *Mn > Mcracked? See Table Below Is Mu < phi *Mn? See Table Below Is the Service deflection < =1/150 See Table Below IBC 1605.2.1 Eq 16 -1 IBC 1605.2.1 Eq 16 -2 IBC 1605.2.1 Eq 16 -3 IBC 1605.2.1 Eq 16 -3 IBC 1605.2.1 Eq 16 -4 IBC 1605.2.1 Eq 16 -4 IBC 1605.2.1 Eq 16 -5 IBC 1605.2.1 Eq 16 -5 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 IBC 1605.2.1 Eq 16 -6 M Cracked / phiMn Mu / phiMn Service Deflection / U150 Load Case 1 137% 5% 0% Load Case 2 137% 3% 0% Load Case 3 137% 5% 0% Load Case 4 137% 9% 0% Load Case 7 137% 13% 0% Load Case 8 137% 18% 0% Load Case 11 137% 16% 1% Load Case 12 137% 20% 1% Load Case 19 137% 16% 0% Load Case 20 137% 19% 0% Load Case 21 137% 18% 1% Load Case 22 137% 21% 1% Maximum wall reactions at service level - -- Absolute values / tributary width. These reactions come from various cases. The sum may or may not equal zero. Horiz. Reaction @ slab level (plf). 386 Horiz. Reaction @ footing level (plf). 92 Vert. Reaction @ footing level (plf). 3266 °, Qf &v+DE 5104/11C) /1(KS JOB # ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB NAME :- 77- 071 -014 SHEET 10 OF 10 Rev. 6/25/04 Segale 771 Building FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) New Overhead Doors HSS TOP = 12.66 ft. • • Weft= 9.00 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = • hft- hft= 112 ft — hft= 0.33 2.00 0.33 10.00 ft= wz 2.00 I 4X4X1/4 7.8 in.4 4.22 in.4 3.9 in.3 1.65 in.3 0.56 in. 1.04 in. w3 = 9.00 1 Duration factor = wind Toad = seismic Toad = lateral design load = T =C= T =C= MEXIST= MTUBE = ROOF ( Wall support ht. ) A Hft= 13.00 uns= 198 v 1.00 12.00 18.00 18.00 678 1371 4183 4183 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) #-ft loading T MAX. = V MAX. = 1371 # © WALL CONNS. 1287 # © TS BASE CONN. WALL WITH HSS 4X4X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 4X4X1/4 weighs 12.21 plf Strongback Pagel 11/18/2010 77- 071 -014 STRBACK.XLS • • Jim Haggerton, Mayor epartment of Corium - itp/ Development Jack Pace, Director Barry Bennett PO Box 88028 Tukwila, WA 98188 RE: Incomplete Letter #1 Development Permit No. D10 -336 Emerald City Moving & Storage —18325 Segale Park Dr B Dear Mr. Bennett, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 9, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Fire Department: Al Metzler at 206 575 -4407 if you have any questions regarding the attached comments. 1) Provide details of the door operation, specifically roll -up or slide -up type. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -336 Rami, W:\Permit Center \incomplete Letters \2010\D 10 -336 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division', Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: December 14, 2010 Project Name: Emerald City Moving Permit #: M10 -336 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide engineers calculations. Engineers calculations and plan shall reference special inspection requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. •PERMH COORD COPY q PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -336 DATE: 12/17/10 PROJECT NAME: EMERALD CITY MOVING & STORAGE SITE ADDRESS: 18325 SEGALE PARK DR B Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: R(diNisior\I Public Works ❑ N -�- Ire Preve tion Structural 2 t� a ning ivision ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/21/10 Complete Comments: Incomplete n Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route n Structural Review Required REVIEWER'S INITIALS: No further Review Required yi- DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 01/18/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 O HERMIT COORD COPIi r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -336 DATE: 12/09/10 PROJECT NAME: EMERALD CITY MOVING SITE ADDRESS: 18325 SEGALE PARK DR B X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEEPAR MENT Cke4 ullding ivisioniYe Prevention Public Wo- sk Structural Plit") Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/14/10 Complete ❑ Comments: Incomplete N- Not Applicable Permit Center Use Only /� INCOMPLETE LETTER MAILED: s- W LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire. Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route ❑ Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 111 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 01/11/11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2 -28 -02 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa. us Steve Lancaster, Director 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: la! oho Plan Check/Permit Number: D10-0336 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Emerald City Moving & Storage Project Address: 18325 Segale Park Dr B Contact Person: 6 at- 01 p IA, AtH" Phone Number: o X'o - 3%-d..0a Summary of Revision: �vt Aren,,� r . lcs, col-- :5- to. �?I/1?,t`I � dk,vt, 5 . �' d BYO_ nliveD 'DEC'I 7 1010 RERAfor r ce A Sheet Number(s): "Cloud" or highlight all areas of revision including date offrrevision Received at the City of Tukwila Permit Center by: in Permits Plus on 2- 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prer Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LaI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2012 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company er Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL'008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 10DLS31006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.0003 /31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 12/23/2010 ;14. n,\ hh �o *V N40 ! • --- = W t st.4147.4 4 ovrv, r._. EMERALD MOVING. DASHED AREA REPRESENTS CONSTRUCTION AREA THIS PERMIT. SEE TA2.0 FOR ALL WORK. I rU • Vi» 1 ) �? G_$3 1.C:.r7.i5, rt told t 1 t i i ti et' 1,4ti EGALE PARK r.._ - 1-` 1�. If .1• r.. • S„S� �fe: yt.1d 1.{'s 11-F-st ` •-•• — �3N r.A 40, a.. qua i—b err .y 7�L" a •:.:.Q Fl 7i' • F/.il• p N 1 BUILDING 771 S EIG A L}E 3 UU SI NE S-- S ra-P A R I T FOOTPRINT G c3 'fb" 2a.1&; -., \ � (A` DRIVE g�.,..� -- \ \ \ \ \ \ t EMERALD" MOVING 1 T 1• &. 1.1.. t'0* ' OVERALL SITE PLAN J • Ir1- - - — - 'L. -114--.C.4.- . ".- -, l� �"'.� $17 1.e..2o•ri ' tLS' .— •. E• 201: !2,' ;. ✓ >r.,INGK- X25' . _..". \.10.L-r... , " TS, ia- , t ,!L.'3: Sv Iii '� 125 , I`� 0 1-a? hU 7• ✓✓ to fo'_ tRA' 44 rd i 6. 11.1,15 -517 ,;'r D v -r? ZD.es, 125 1„Nt -2i T. &. '10.C: 11,r6' Gt3 1i,6. V, 1g..1� -w TiJ�� f TS. 44,0' 12r2 1.e. 18.13' • \ • I 1st ay! —o 18.35'. Scale: 1 "= 60' —O" PROJECT TEAM PROPERTY APPLICANT: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575 -1837 CONTACT: BARRY BENNETT EMAIL: BBENNETT @SEGALEPROPERTIES.COM ARCHITECT: LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEATTLE, WA 98122 (206) 325 -2553 FAX (206) 328 -0554 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC @LMUELLER.COM GENERAL CONTRACTOR: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 EXISTING BUILDING DATA CONSTRUCTION TYPE: OCCUPANCY TYPE: ZONING: BUILDING AREA: BUILDING 771 (EXISTING) TOTAL ALLOWABLE AREA CALC: PARKING PROVIDED: FULL SIZE TOTAL V —N FIRE SPRINKLED B -2. S HI 234,450 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) 236 STALLS 236 STALLS PROJECT DATA - EMERALD MOVING CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: 2009 I.R.C., I.F.C., I.M.C., I.P.C. B, S -1 V —B TENANT PREMISE AREA: EXISTING FIRST FLOOR OFFICE AREA NEW STAIR #1 TO MEZZANINE OFFICE EXISTING MEZZANINE OFFICE SPACE NEW MEZZANINE OFFICE SPACE TOTAL OFFICE AREA MEZZANINE STORAGE AREA NEW W.H. RESTROOMS, FURN. ASSEMBLY WAREHOUSE AREA TOTAL OFFICE AREA TOTAL PREMISE AREA 3,506 S.F. 166 S.F. 418 S.F. 1,735 S.F. 5.825 S.F. 1,936 S.F. 689 S.F. 60,856 S.F. 63,481 S.F. 69,306 S.F. THERMAL PERFORMANCE: SEE ATTACHED ENERGY CALCULATIONS PARKING PROVIDED: FULL SIZE (EXISTING) FULL SIZE (REMOVED THIS PERMIT) TOTAL 236 STALLS -3 STALLS 233 STALLS LEGAL DESCRIPTION PARCEL A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. #L02 -029 AS RECORDED UNDER RECORDING NO. #20021007900001 SD PAR LOCATED E 1/2 & SW 1/4 OF SD SEC, RECORDS OF KING COUNTY. TAX PARCEL NUMBER: 352304 -9119 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Rsv sons will require a new plan submittal end may irLlude additional plan review fees. j ADDRESS VICINITY MAP SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical I" EiectriCat lumbing erEas Piping (.".7 of Tukwila Gl `' W ► IvlsloN 18325 SEGALE PARK DRIVE B, TUKWILA WA 98188 s1,4eitxr, et. i..�: ttiv L lac e Pbi S 178th St , " .,Triiand pr - s (6 3.100111 St ROJECT DECSRIPTION SAWCUT (2) OPENINGS IN EXISTING CONCRETE WALL PANEL FOR (2) NEW INSULATED OVERHEAD DOCK DOORS. REMOVE PORTION OF EXISTING CURBED PLANTER AND DELETION OF (3) PARKING STALLS. DEFERRED SUBMITTALS * ELECTRICAL SYSTEM & DESIGN * MECHANICAL /PLUMBING SYSTEM & DESIGN INDEX OF DRAWINGS ARCHITECTURAL TA1.0 TA2.0 STRUCTURAL S-1 SITE PLAN / COVER SHEET DEMOLITION PLAN, OVERALL TENANT PLAN GENERAL NOTES & STRONGBACK DETAILS FILE' COPY Permit No. Plan review approval is subject to errors and omissions. /,7 ,-orovai of construction documents does not authorize violation of any adopted code or ordinance. Receipt n: approved Field Copy and conditions Is acknowledged: By Date: City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE DE COMPLIANCE aPizmwED DEC 2 2 2010 0�— City of Tukwila, BUILDING DIVISION cirrREIu+ DEC 0 9 2010 PERMIT CENTER W (/) W 0 U z _J 0 W Q — I ( -r 6 0 cy 00 OQwca —I W QD�J Q < CO SZ Cf) m 4— I- < Ln W I— `n ca �0 U 0 0 • UJ N N U) o Qrn �S U w J LL Q W wU3 J 1n W W U z J sheet TA1.0 12/8/10 1 0 0 v PERMIT APPLICATION SET c 0 '5 a) 0 10124 job no. C -)E checked 0 CO \ a) N W (/) W 0 U z _J 0 W Q — I ( -r 6 0 cy 00 OQwca —I W QD�J Q < CO SZ Cf) m 4— I- < Ln W I— `n ca �0 U 0 0 • UJ N N U) o Qrn �S U w J LL Q W wU3 J 1n W W U z J sheet TA1.0 0 0 0 CJ 0 0 0 0 _0 0 N 0 0 0 0 o1 0 L O E -a 0 0 a, N O r DEMOLITION KEYNOTES 01 REMOVE EXISTING CONCRETE CURBING AS SHOWN. 02 REMOVE EXISTING STEEL AND CONCRETE STAIR. 03 REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. 0 SAWCUT NEW OPENINGS IN EXISTING CONCRETE PANELS FOR NEW OVERHEAD DOORS. 05 SAWCUT NEW OPENINGS IN EXISTING CONCRETE PANELS FOR NEW OVERHEAD DOORS. ELEVATION SHEET NUMBER DETAIL SHEET NUMBER ■ EXISTING DOOR DOOR NUMBER SEE DOOR SCHEDULE INTERIOR ELEVATION DETAILS REVISIONS WALL TYPES /SECTIONS ENLARGED I PLANS /DETAILS COLUMNS OR GRID LINES * (0R) T TEMPERED GLASS EXISTING WALL TO REMAIN NEW WALL PER PLAN PLAN SYMBOL LEGEND Scale: N.T.S. GENERAL NOTES 1. EXISTING BUILDING CONSTRUCTION PROVIDES EXAMPLE OF FINISH LEVEL TO BE PROVIDED. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE OWNER AND /OR ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 8. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE OWNER BEFORE USE. 9. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. 10. ALL EXISTING MECHANICAL, FIRE SPRINKLER AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 11. INSTALLATIONS OF MECHANICAL, FIRE SPRINKLER, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 12. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK —UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 13. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 14. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 15. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY OWNER. 16. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED PER I.B.C. SECTION 2304.11. 0 I 0 0 N 0 0 N O 00 0 I 0 N 0 O N 0 N 0 N 0 N DEMOLITION PLAN Scale: 1/8"=1'.-0" 350' -0" ...r,.,..,. 0 I N) M EXISTING OVERHEAD DOCK DOORS 0 • FIN. FLR. GRADE EXISTING TINTED GLASS IN ALUMINUM FRAMES POTENTIAL FUTURE OVERHEAD DOCK DOORS EXISTING OVERHEAD DOCK DOORS EXISTING MAN DOOR EXISTING CONCRETE WALL PANEL PARTIAL EAST EXTERIOR ELEVATION Scale: 1/16"=1'--0" INSTALL NEW INSULATED 9' -0" WIDE x 10' -0" HIGH OVERHEAD DOCK DOORS. PROVIDE DOCK BUMPERS TO MATCH ADJACENT DOCK DOORS. 50' —O" 50' -0" 50' -0" 50' -0" 50' -0" 50' -0" DEMOLITION PLAN EXISTING PARKING TO REMAIN 2' -1' T 3' -0„ 9' -0" 27' -0" AREA OF WORK THIS PERMIT. SAWCUT (2) NEW OVERHEAD DOCK DOORS INTO EXISTING CONCRETE PANELS. SEE STRUCTURAL DRAWINGS FOR DETAILS. PROVIDE NEW ASPHALT PAVING SECTION TO MATCH ADJACENT SECTION WHERE EXISTING PLANTER REMOVED. I NEW SECTION OF CURBING TO MATCH EXISTING 1 FUTURE RACKING, FENCING AND WAREHOUSE LAYOUT UNDER DEFERRED SUBMITTAL (SEPARATE PERMIT) 9- EXIT OFFICE AREA WORK UNDER PREVI1JS PERMIT ar_ • EXIT WAREHOUSE BREAK AREA FUTURE RACKING, FENCING AND WAREHOUSE LAYOUT UNDER DEFERRED SUBMITTAL (SEPARATE PERMIT) 9- • FURNITURE ASSEMBLY ROOM EXIT —0 OVERALL TENANT PLAN CRATING AREA (EXIT ij EXISTING ACCESSIBLE RAMP TO GRADE BELOW. ;.a REVIEWED FOR CODE COMPLIANCE A i:1kal tnwFD D:O C.. City of Tukwila BUILDING nivi inim cARSIuA DEC 092010 PERMIT CENTER Scale: 1/16"=1'-0" L: 1 /2'/8pre891/21'1VI10141/26EGALE EMARALD CITY MOYER6- 61- 6TRONG ACK- 16- 11011014.duag, 12-01-1 0, 10:14am, Hank, 16 2' -O" 9' -0" 3' -0" 9' -0" PARTIAL FOUNDATION PLAN 1" - 1, -0" 4 - GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Segale Business Park, Building 771, Emerald City Movers, Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7 -05 3. DESIGN LOADS a. I. Roof Live Load I1. Mezzanine Live b. Snow Load c. Seismic d. Wind Load e. f. g• Dead loads Special Loads Load Combinations See snow load Load 50 psf office plus 20 psf partition. Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 20 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Drifting snow is not required in the design. Ss = 1.39, S1 = 0.48, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.93 SDI = 0.49 Equivalent Lateral Force Procedure used. Basic wind speed (3 sec. gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi - + 0.18 Components & cladding = 12.5 psf Weight of structure. The following special loads are to be considered: Mechanical equipment on roof. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B (Fy= 35,000 PSI) WELDHEAD STUDS ASTM A 108 (Fy= 50,000 PSI) ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy= 36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. EXIST. PANEL JOINT EXIST. W.F. COLUMN EXIST. PANEL JOINT EXIST. W.F. COLUMN CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS - CONCRETE AND CONCRETE MASONRY - HILTI KWIK BOLT TZ PER ESR -1917 IN CONCRETE. HILTI KWIK BOLT 3 PER ESR -1385 IN MASONRY. ADHESIVE ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI RE -500 PER ESR -2322 FOR CONCRETE. HILTI HY150 MAX. PER ER 1967 FOR MASONRY. SCREW ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI KWIK CON II PER ER 5259 CAST -IN -PLACE BOLTS - (UNLESS NOTED OTHERWISE) CONCRETE - EMBED PER IBC TABLE 1911.2 MASONRY - EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 - INCH OF GROUT BETWEEN BOLT AND MASONRY. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE SPECIAL INSPECTION AS NOTED OR REQUIRED BY ER(S) REPORT. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL AND MISCELLANEOUS STEEL. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.1.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S.. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. = ARCHITECT M.A.S. = BOTTOM M.B.S. = BETWEEN N.F. = BUILDING N.T.S. = CAST IN PLACE 0.F. = CLEAR OPNG. = CENTER 0.T.O. = CONCRETE PNL. = CONTINUOUS REINF. = CONTRACTOR R.O. = DIAMETER SW = EACH SIM. = ELEVATION SYMM. = ENGINEERS NORTHWEST T. = EACH FACE T.O.F. = EACH WAY T.S. = FACE OF CONCRETE TYP. = FACE OF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL NOTE: PRIOR TO H.S.S. FABRICATION CONTR. TO VERIFY EN. SIDE OF OPNG. WILL MISS ROOF FRAMING MEMBERS & CONNS. ABOVE DOOR TYP. WALLS STRONGBACK PLAN 2' -O" NEW 9' -O" MAX. R.O. EQ. EQ. 3' -0" NEW 9' -0" MAX. R.O. TYPICAL STRONGBACK DETAIL SECTION A -1 DETAIL 1" = 1' -0" NOTES; 4 1.) USE co ALL - THREAD EMBEDDED 41" MIN. INTO 16 "0 HOLES FILLED w /HILTI HIT RE -500 ADHESIVE. PLACE ALL - THREAD 90' TO FACE OF WAIIL1 nn 21 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE Hgl HIT -RE -500 W11 'OUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3. HOLD H.S.S. " MAX. FROM WALL. 4. ANCHOR HOL THRU ANGLE TO BE tg" x 14- HORIZ. SLOT CTR'D ON THE 4" DIM. 5. ANCHORS TO BE PLACED © 90' TO WALL. 6. PROVIDE SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.C.B.O. REPORT ESR2322. 7 NO VERTICAL PANEL JOINTS ARE TO OCCUR WITHIN 24" OF NEW DOOR (ROUGH) OPENING. MASONRY (CLAY OR CMU) METAL BLDG SUPPLIER NEAR NOT TO SCALE OUTSIDE FACE OPENING OUT TO OUT PANEL REINFORCING ROUGH OPENING SHEARWALL SIMILAR SYMMETRICAL TOP TOP OF FOOTING TUBE STEEL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL VERTICAL INSIDE VERTICAL OUTSIDE FACE WITH R PER DTL. a2 PER SECT. A -1 MAX. R.O. PER SECT. A -1 L's 4 x 4 xi x O' -4" EA SIDE H.S.S. w/§"0 ANCHORS SEE "NOTE #4" BELOW SECT. A -1 TYP. 9" MIN. DETAIL al H.S.S. EA. SIDE OF OPNG. SEE SECT. A -1 FOR SIZE MAX. R.O. PER SECT. A -1 " x ii.s.s. WIDTH + 1" R w /2- 8 "o ALL - THREAD BED 41" MIN. INTO "0 HOLE FILLED w /HIT RE-500 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.O. ER2322 N DETAIL NOTE: NO R.O. ® a2 SIM. PER SECT. al a2 TOP, BOT. & NEAR SIDE TYP. ® ALL ANGLES —REVIEVVEU FOR CODE COMPLIANCE II PnF'�',X�i�M -f�l' EC City of Tukwila UILDING nlivl�Il�a' DETAIL a3 CI770fTUKVNLA DEC 0 9 2010 PERMITCEMTER