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HomeMy WebLinkAboutPermit D99-0192 - Reynolds Fasteners - Storage Rackstigoliiimozvws:zimilpgr4aammileitiamureaugiaomamookit.., D99-0192 :.I829O Olympic Ave. Reynold's Fasteners City of Tukwila ; (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: Address: Suite No: Location: Category: Type: Zoning: .Coast Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 788890 -0162 18290 OLYMPIC AV S AWSE DEVPERM CM RACKS 001 North: TUKWILA Contractor .License..N'o OCCUPANT REYNOLD'S -FASTENERS Phone: 18290 OLYMPIC ,. AV S. TUKWILA, WA:98188 OWNER ESTATE.:OF-.JAMES CAMPBELL jthdne.: (206)872 -4680 :C /O COLLIERS INTERNATIONAL, 20206 72ND AVE `5,_KENT`WA 98032 CONTACT .':CAREY FERGUSON Phone. :'253 -631 -6614 171`10 SE 264, COVINGTON, WA 98042 *************" k . * * * *' * * * * **'* * * * * *** * * * * * * * * ** ********• k****** * *•k * *•k * ** * * * *•kk•***k* * * * ** *i INSTALL `28;B AYS 'PALLET STORAGE; RACK.. ' ***********_** 4*• k+ ' *4r':***k * * * *. *. * * * * * * * * * * * ** * *k*44.k *•k * *kk*** * *** ** *•kirk * * ******* * * * * * *? .0 South: .0: Sewer : - TUKWILA Slopes :' N .... Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: D99 -0192 ISSUED 07/02/1999 12/29/1.999 WAREHOUSE 1997 SPRINK.LERED .0 f4 1�. Permit Desc ription: Construction Valuation:_. $ .00. PUBLIC WORKS PERMITS: Meter Permits Listed Separate) Curb Cut /Access /,Sidewalk /CSS: Fire Loop Hydrant: F1oid..Control.Zone: Hauling:. Start Time: Land Altering: Landscape Irrigation: Moving Oversized Load: Start Tirne: Sanitary Side;. Sewer: No: Sewer, Main Extension: Private: Storm Drainage: Street Use: Water Main Extension: Private: Public: *************************** ** *** * *** *•k***** ** * * * * ** *** * * * * ** *** * **kk•k• *** *fit *k *•kkkk *) TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 * k * * ** * **'k ** * * * * * * * ** fit * * * * * *•k * ** * * *** k* * * *•k•k* **** * * *•k k ***.k k**•k•k•k*•k* k* * * **•k* k'k** * * *** Eng. Appr: Size(in) Cut.:.. End Time:. Fi11 d Publ i;c: .00 Permit Center Authorized Signature: Date :3i I hereby certify that I have read arid :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 cancel the provision of any or the performance of work. development per. t. 5ignature:__ Print Name: te9 does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date: VcoVy7 if the work is not commenced within if the work is suspended or abandoned inspection. • '14pu uMe(.A4tWMrwl „CITY-OE. :TI�b WILA.; • "V w•t x1:tlY 1w.�Ynur.Y�u Addr :ss 18290 -.0L YMPIC . AV S Perm) t, f4 D99701,92. •S ti i t .Te na ri t . Statir. ;:I7'ryUED 'Type: DEVPERM :Applied: 06/'08/1999 Farrel # 7.88890- 0'1,62 Issued: 07/627;1999 :k•k* * - *•k*k ***k- kAi.* * *•k *k*,* *** *'k * **k•k *ik.k ***• k**kk:kk*• k• kk• k `kk•k ***•k ***.- kk * *.*•k *k•kkkk Permit..Conditions • 1 !!lo :change ;: wi thei, plans ,un l es, approved: by the Engineer ;arid the Tur,t4ila Bufjd`irrg Div1sion 2. A1 1 per~mt ts, i n petit Mori ";r�ecor ds f `: °and approved plans . shall be ava i l;ab I e at the . jo s "i "t"e prior :to the start of any con= • str uct.iun, These. document - ..are to e. mainta :iried`,_and: avai 1 of le :Uri ti l `fin0 tnspectton approval '1 ; ranted a Ai:1 •onstr~uct: ion to be cone rri cinfor�rnance �w.i th approved plans and `equ i rertler r" of the .Uniform Bu i ;l d i ilg Code ();99.7 E.ditiorr ?` ;s:rarnendei. un,i:torm Mechanical .Code' (1997SEdi.ti n), and Washington^ .tat :Ever gy Code .. (19 7 Ed i t i on> 4 Va.1idity.of: Perrnit. The Issuance :of a" permit, or approval of plans * ",specif.ications, and computations" sha11 not he,.con ...trued',to I e a: per mit fbr , 'o.r ark;.,app "royal of any :viol4tion of a'ny' of "he pi ^ov:i s i ciris of cfte .hu l d i rig .code or 'of n;y o:ther�` and 1 rip nare at the l rir i d1 et i on No perm i t presuming to givea`}aui'hu,r?'try to `vio•late orytcancel the provision. of `:this !code` shah CITY OF TUIVWILA Permit Center - 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project me/Tena t: /-e n0id 5 I- 4z..� -1. vie .- Existing use: ❑ Retail 0 Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel J Office ❑ School /College /University ❑ Other Value of Construction: � - C� c:O Site Addres�l �,,. City State /Zip: IV. 0 ,. �- u la .' . i',, Tax Parcel Number: r ,, . v. -o Property Owner: /' _ (1,1 / L -FeL,te, 61- Cif- i-r,ai 1in be // /o C01Iie,e-,5 Phone: G / d S-3- O -7r " zkyo Street Address: City State /Zip: - 2 asoff, ' -- ke . ,e' „L� A/W ��.3� Fax #: Contract r: // Q /' 71--he,./ i'1 6.-/e--/ Phone: ` / / /[� 93-3 63/ 66 / 7 Street Address: /� 6C,33 A/r. S I P1, Pav'f4, kt, Cit State /Zi 0a i Fax #: X 5 3 4 C �Y �5 Architect: ” Phone: Street Address: City State /Zip: Fax #: Engineer: 1 j -51- % K a---7-64-'16z: Phone: )s-3- 631--.7-07o Fax #: Street Address: City State/ Zip: Contact Person: l j a l-e t:e L.,) 6 h / Phone: , 5 63/ 6 /"/ Street Address: City Stahl ip: y J I `�i�a S ��t�� ���,;�;}- in / �/� Fax #: �- i, 3 630 .577-jr Description of work to be done: .- ./-/ZS.6 1/ ? 13c. S 7 /v/— c5 ao rce __r e /62-6.--..._ Existing use: ❑ Retail 0 Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel J Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel 0 Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ca no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 0 yes ❑ no Existing fire protection features: gi sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 3 c, existing Area of Construction: (sq. ft.) 3 -5-0 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct Size(s): Size(s): ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap Ip ication ac Dale arlicon expo _9 Appllcatiarylaken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 ALL COMMERCIAUMULTI -FAN LY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: D. ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D. BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ El Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ,NER OR AUT�IORIZED AGENT: Signature: T Date: _ j �� Print name:.? ( "— Phone• Fax #: Address / / ,' ' City /S1aje /ip CTPERMIT.L)UC: 1/29/97 .*.J e4.4;kV074*'k**k:k4irk. }rol*r *Jck•kkh*. kii** tk +4kk *•1*4:a.drkk4kk *:k'ef.;i; • CITY; 0,F ..TUKWILA ,WA Reprinted: 06/08/99 15:07 '" k* k***• k k. tk: k* A***• kA* k**: k*; lkh*• b•* A*: 1: 4*k*4.*:lkh #•kIi•k * #A *h4:kA4rAA n, i1 TRANSMIT Number 89800080; Amount: 303.56 06/08/99 15:V. Payment Method: CHECK . Natation: NORTHERN STCL1. Tait: 'FL13; hermit No:- 'D99• -0192. Type: DEVPER14 DEVELOPMENT PERMIT Parcel Na: .7818'0 - •0162. Site :Address.. 18290, OLYMPIC' AV a t. PW DCC' 3x3.56 Total Fees: 303.56 CHECK 303.56 303..56 Tota.1_ ALL Pmts: 303.56. 13a1 ance : . 00 • 06/09/99 10 .?5,* * *yfikrl ** ** *.*l* *.f: tit• k**** A*+ FA********** 4•*• ►etk * **•i1l'*A*'l•kfi4 *:t *A . Account Code 000/32.2100 000/34x.830 000/386.904 psr,ription WILDING - NONREE PLAN CHECK - NONRES STATE WILDING SURCHARGE 4021 06/09 9710 Amount 181.25 117..81 4.5( 04 :55 0097 4021 CITY OF TUKWILA ..INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA INSPECTION RECD Retain a copy with permit D°s 1 diq PERMIT NO. (206)431 -3670 Pro t: 'ti►t.. 1 Ad. • s: • .. 10 i1' ` ■k t% .1 it 1. � .. I • : of Inspe• ' — .. - . don: �. - . Special ins ructions: Date wanted: nn 6-- i' `i a. P.m. Requester: 1� Phone: 4f 6A0 Al i roved per applicable cods. (Corrections required prior to approval. COMMENTS: ij $47.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I 1 1 Ii • INSPECTION RECORD” Retain a copy with permit ,• ,u 599a i9' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soidtcentgr Lily #100, Tukwila, WA 9818 /rl h (206)431 -3670 P .j.i. ! ` ' Type f ns� tion: S f i�S J��'��[ if, 90 &/ k.. ( ` c.". Date called - -$ f „�y / 7 Special instructions: / Date wanted: a f ! x/°1/99 p.m. Requester: 0 Phone,/ / ,; 6;200 Approved per applicable codes. f Corrections required prior to approval. COMMENTS: 50 1 aM S(Uu ro Insp . 3400 lb Dat J /5, E] $4 .00 REINSPECTION FEE R[QUIRED. Prior to inspect n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: t�. City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA'FIRE DEPARTMENT FINAL APPROVAL FORM Suite # Retain current inspection schedule Needs .shift inspection V.-Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: \ 1\ Hood & Duct: (�\i Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM -1G /'/ Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS DRME4IRACKS CANTLEVER RACKS MEZZANEES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFRCES GONAOLAS BOOKSTACKS CRY APPROVALS STATE APPROVALS PERMTTTNG SERVICES PRODUCT TESTING FELD INSPECTION SPECIAL FABRICATION ALASKA NEVADA ARZONA NEW MEXICO CALIFORNIA OREGON COLORADO PENGYLVANA WHO UTAH MISSOURI • WASHINGTON SEISMIC ANALYSI S OF STORAGE RACKS FOR REYNOLDS FASTENERS TUKWI LA, WA. #99- 0980 [EXPIRES 1 RECEIVED CITY OF TUKWILA JUN 0 8 1999 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -0981 r..157:1! C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR SHEET NO 2 OF 14 CALCULATED BY BOB S. DATE 05-14-99 RE'( T)LDS FASTENERS NORTHERN STEEL TABLE OF CONTENTS DESCR I PTI ON COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DI STRI BUTI ON LONGITUDI NAL ANALYSI S COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING • BASE PLATE SLAB & SOI L PAGE # 1 2 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FI ELD ASSEMBLED ONLY, WITHOUT ANY FI ELD WELDING. SEIZMIC ,_�i INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR RE "';)LDS FASTENERS NORTHERN STEEL SHEET NO. 3 OF 14 CALCULATED BY BOB S. DATE 05-14-99 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRANSVERSE TRIBUTARY AREA LONGITUDINAL TOP VIEW, MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT • REYNq( - S FASTENERS FOR NORTHERN STEEL SHEET NO 4 OF 14 CALCULATED BY BOB S. DATE 05-14-99 rtErZirt" 1 INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR NOR I "HERN STEEL SHEET NO 5 OF 14 CALCULATED BY BOB S. DATE 05-14-99 REY "'OLDS FASTENERS TYPE 1 SPECIFICATION - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI 3 3 " - ANCHOR -WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED. ,r - FLOOR SLAB 5.5" X 3000 PSI. REINFORCEI 228" 3 " - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = INTERCONNECTED UNITS. 3 " SECTION AXIAL FORCE , 6" 3,400 Ib. 5 3,400 Ib. 4 3,400 Ib. 3 3,400 Ib. 2 3,400 Ib. 1 311# r. 257, s " 203# 57" 148# 94# 396# —, 327# 258# 189# 120# I`— 90" Iu= 90" MOMENT BEAM MOMENT 34-4 1 8,675 Ib. 18,002 in.lb. 15,376 in.Ib. <- stdccnn. 2 6,940 lb. 8,750 i n.l b. 10,044 i n.I b. <- stdconn. 3 5,205 lb. 7,337 i n.l b. 4 3,470 lb. 5,408 i n.l b. 8,372 i n.I b. < stdconn. 6,185 i n.I b. < stdcann. 5 1,735 Ib. 2,962 in.lb. 3,481 in.lb. <stdcann. TYPE 1 DESIGN LOAD = 3400# BASE PLATE COLUMN BEAM 8 X8 X.375 Mbase= 14492 in.lb. CCLUM N 3X3X12GA( 302) STRESS =1.07 4 x 2- 3/4 x 14 ga.(4O40) MAX LOAD/LEVEL = 5,277 Ib. BEAM 1 S O.K. V OVERTURNING BRACING SLAB & SOI L V ANCHOR STRESS = 0.18 # OF ANCHORS = 2 HORIZONTAL .4 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.20 DIAGONAL .4 1 1/2 X 1- 1/4 X 14 GA STRESS = 0.85 PUNCT. STRESS = 0.93 BENDING STRESS =1.32 Nt roommitimimic- SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT REYI;DS FASTENERS FOR NORTHERN STEEL SHEET NO 6 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 LOADS & DISTRIBUTION :TYPE 1 >D PER SHELF (BASED ON CLIENT AD PER SHELF HEAR BASED ON DIVISION VI OF THE V= ZIC[wDL +wLL/n] /Rw SEISMIC ZONE= 3 Z =.3 =1 C = 2.75 Rw (LONG! TUDI NAL) = 7.19 Rw (TRANSVERSE) = 5.65 wDL =701b. 'INECTED UNITS. ,DI NAL DIRECTION VI ong = .3 * 1 * 2.75 * (1700( Vlong =1,015 Ib. Fi = V Whi /E,Wh 'ERSE DIRECTION Vlong =.3 *1 *2.75 *( Vtrans = 1,292 I b. Fi = V Whi /EWh TOTAL FRAME LOAD = 17,350 I b. 228" 3,400 Ib. 33 �e1 3" 5 3,400 Ib. 2� 57# 203# :r_148# :F 90" —4 Iu= 90" 4 3 2 3,400 !b. 3,400 Ib. 3,400 Ib. 1 44# 33 =6# 327# 258# ---0 189# --0 120# -0 fi 34" I SEIZMIC J INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR NOR ! "HERN STEEL SHEET NO 7 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 REY' "1LDS FASTENERS LONGITUDINAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDmON, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = 1,015 lb. Vcol = 508 I b. F1 = 47Ib. F2= 741b. F3= 1021b. F4= 1291b. F5= 1561b. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 14492 i n.l b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [ Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 2 3 4 5 8675 18002 6940 8750 5205 7337 3470 5407 1735 2962 Mconn 15376 10043 8372 6184 ) Mco®'R' SLAB INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT REYNC °)S FASTENERS FOR NORTHERN STEEL SHEET NO. 8 CALCULATED BY BOB S. OF 14 DATE 05- 14- 99 COLUMN ANALYSIS :TYPE COLUMN IS ANALYZED PER AISI COLD - FORMED STEEL DESIGN MANUAL Pmax = 8,675 lb. Mmax = 18,002 i n.I b. KxI x /rx =1.2 * 64 / 1.265 = 60.7 <- GOVERNS KyI y /ry = .8 * 52 / 1.1 = 37.8 Cc = (2n '2E /Fy)'.5 = 102.0 SINCE KI /r Cc, Fa = .522Fy - [(kI /r* Fy)/ 1494]12 = 23,715 psi. fa = Pmax /Area = 8,962 psi. fb = Mmax /Sx = 17,791 psi. fa /Fa = 0.38 >15 F'e = 12n 12E /23(KxI x /rx)12 F'e = 40,514 psi. Fb = .6* Fy = 33,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.69 COMBINED STRESS = 1.07 B SECTION PROPERTIES A. 3„ B = 3" C =.75" D =0" E =0" Wt =0# t1 = .1046" t2 = 0" Area = .968 "X12 Ix = 1.5494 "M4Iy = 1.2174 "44 Sx = 1.0119 "A3Sy = .7059 "A3 rx = 1.265" ry = 1.1" 38" 6 52" 52" Front View Side View rtrIZINZIC* 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR N.'tHERN STEEL SHEET NO 9 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 RE 'OLDS FASTENERS BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. act = 90.0 in. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 I max = 3150* b /Fy = 158 i n. SINCE !max > I act Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = w1/2/8 = 33396i n.l b. CAPACITY = 2(8* M /I) = 52771b. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). = 5w1'4/384E1 CAPACITY = 2[(384EI)/(5* 180* 1 '2)] = 59321 b. MAXI MUM STATIC LOAD PER LEVEL I S 5,277 I b. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. M staff c = wI A2/8 = LI VE.LG D* L/(2* 8) M al I cw( stab c) = Sx M i mpact = 1.12 5 * M stati c Mal low( seismi c) = 1.33 Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal low Msei smi c Mal low 1.125 Mstatic (static) (seismic) 1 19124 21515 33395 15376 44527 2 19124 21515 33395 10043 44527 3 19124 21515 33395 8372 44527 4 19124 21515 33395 6184 44527 5 19124 21515 33395 3481 44527 4" Sx = 1.012 i n.A3 Ix = 1.909 i n.^4 * Fb * Sx * Fb RESULT GOOD GOOD GOOD GOOD GOOD rogoo\ilic. EIZMIC INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT REY F ADS FASTENERS FOR NORTHERN STEEL SHEET NO 10 OF 14 CALCULATED BY BOB S. DATE 05-14-99 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2n14 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t ' D t = .0747 min. = .5 ' t Fu = 65,000 psi min. Pmax brg. = Area ' Fbearing = .5t ' 2.22 ' Fu = 5,390# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 "1'3 Mcap = S ' Fbending = .110 ' .66 ' Fy C = Mcap /.75 =1.67 P1 P1 = .798 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 * 4.5 + P2 t 2.5 + P3 ' .5 = 5.94 * 3,000# *1.33 =23,778"# 3 "/ 1"eff. 1 Mupper Mconn. _ Mconn. Mlower REAM TO COLUMN CONNECTION 1 5/8" t =7ga. C Sbracket = .110 " ^3 1/2" C= P1 +P2 +P3 = P1 + (2.5/4.5)P1 + (.5/4.5)P1 =1.67 P1 MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT RE ""'OLDS FASTENERS FOR NOHERN STEEL SHEET NO. 1 1 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 TRANSVERSE ANALYSIS :BRACING TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6)'2+(D- 2* Bcol )'2]/.5 = 53.8 Vdi ag = Vtrans * Ldi ag. / D = 2046# kI /rmin =[1 * 53.8 ]/.404 =133.2 Fa =[12Tr '2E]/[23(kI /r) /2] = 8404 psi . fa /Fa Vdi ag/(Area* Fa) = 0.85 DI A 1CNAL AND HORIZONTAL BRACING • W � Pr r .288 "A2 Ti rmin= .404 " t .0747 " 4 W= 1.5 " H= 1.25 " SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT REY -DS FASTENERS FOR NORT tRN STEEL SHEET NO.. 12 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 1997 Uniform Building Code. FULLY LOADED TOTAL SHEAR = 1292 I b. Mot = Vtrans * ht * 1.15 =1292* 186* 1.15 = 241249 in.lb. Mst = E(Wp+.85w DL) * d/2 _ ( 17000 +.85 * 350) * 34/2 = 289000 i n.I b. Pupl i ft = 1(Mot - Mst) /d s^ Puplift = 0 NO UPLIFT TOP SHELF LOADED 5�n SHEAR = 258 lb. Mot = Vtop * h * 1.15 1k- 34„- = 258 *218 *1.15 = 64793 i n.I b. Mst = (Wp+wDL) * d/2 _ ( 3400 +85 * 350) * 34/2 = 57800 i n.I b. Puplift =1(Mot - Mst) /d = 205 lb. <- CRITICAL 396# 327# 258# 189# 120# USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. CAPACITY OF 1/2 x 3-1/2 MIN. EMBED. = 1000 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS 1 = 0 / 2000 + 646 / 3680 = 0.18 COMBINED STRESS2 = 205 / 2000 + 129 / 3680 = 0.14 1 rSEIZMIC* .� INC. MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT RE(' 'OLDS FASTENERS FOR N HERN STEEL SHEET P40. 13 14 OF CALCULATED BY BOB S. DATE 05- 14- 99 BASE PLATE :TYPE 1 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 8675 I b. B = 8 i n. Mb = 14492 i n.I b. D =8 in. b =3.in. P/A = Pcol /(D* B) =135.5 psi. M/S = Mb /((D *612)/6) =169.8 psi. fb2 = 2b /B *fb =106.1 psi. fb1 = fb-fb2 =63.68 psi. Mbase = wb1 /2/2 = b1 /2/2[ fa + fb1 + .67fb2] Mbase = 843.8 i n.i b. Sbase =1 * t12/6 = 0.0234 in./3 Fbase = .75Fy * 1.33.= 36000 psi. fb /Fb = Mbase/(Sbase*Fbase) = .99 ANCHOR TENSION EMo =0 T *d2 =[Mbase- Pcol *b /2] T = Mbase /d2 - Pcol * b /2d2 T =328 lb. t = .375 in. b1 =2.5 in. Mbase d2-- dl SEIZMI" INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT REYN( ADS FASTENERS FOR NORTHERN STEEL SHEET NO. 14 OF 14 CALCULATED BY BOB S. DATE 05- 14- 99 SLAB AND SOIL TYPE 1 THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. fa) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LI VE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 24,207 I b. Fpunct = 2 *sqrt(f'c) = 109.5 psi. Apunct = [(w +t /2)+(d +t /2)]* 2* t = 236.5 i n.12 fv /Fv = Pmax /(Apunct *Fpunct) = 0.93 b) SLAB TENSION Asoi I = Pmax /(1.33 * fsoi I) = 18.16 ft.'2 = 2,614 i n.'2 L = sgrt(Asoi I) = 51.1 i n. B = sgrt(w *d) + t = 13.5 i n. b = (L- B) /2 = 18.8 i n. Mconc = w b'2/2 = (1.33 *fsoi I * b'2)/(144* 2) = 1,639.0 in.Ib. Sconc =1 * t/2/6 = 5.04 i n.'3 Fconc = 50 *sqrt(f'c) = 246.48 psi. fb /Fb = Mconc /(Sconc *Fconc) = 1.32 BASE PLATE w =8in. d = 8 i n. CONCRETE t = 5.5 i n. f'c = 3000 psi . SOI L fs = 1000 psf. : w i:vx 1fi�' xa, ��. l( vit ;::r^- d .1,t a r, 1-:Ay.13vP, " lz, !Room i:orn. ', tfla ?nzsf, ��i�[ � ,i . w, - ei5Drd. PLAN REVIEW /ROUTING 4.IP *0 :NUMBER::: D99 -0192: 'ROJECT NAME REYNOLDS FASTENER X "" Original;'Plan'Submittal Response.to Correction •Letter:# Response to Incomplete Letter Revision # After Permit Is Issued' DEPARTMENTS: Building ivision o -17 Public Works Fire Prevention k' 6-(11,1 n Structural G1/4_ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6 -10 -99 Complete Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Condition DUE DATE: 74-99 Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions n Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: U'R- ROUTE,DOC 6/98 City of Tukwila Fire Department Fire Department Review Control #D99-0192 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief June 11, 1999 Re: Reynolds Fastner - 18290 Olympic Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 2. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 2.2.7) Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fine Chief review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. An aisle to and working space shall be provided for each electrical panel. An aisle width not less 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)) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 5. The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC article 81) (NFPA 231) 6. The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) 7. To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief • applications for such permits. (UFC 8101) 8. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) 9. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 10. Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 11. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 12. Smoke venting and curtain boards required by Table 81 -A of the 1997 edition of the Uniform Fire Code, shall be provided and installed per section 8102.7 and Table 81 -B of the 1997 edition of the Uniform Fire Code. 13. Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 qty 01711104114 Fire Department Yours truly, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 5754439 07/01(99 13:08 • a'So3 288 0194 M5-031000 (BM) NORTHERN STEEL Detuch And Display Certificate I' DE1 NRTMENT OF LABOR AND INDUSTRIES t i t 001 /001 R: ,,SISTERED AS PROVIDED BY LAW AS C +NST CONT GENERAL REGIST. # EXP. DATE Cl :01 NORTHSCO24DT 09/01/1999, E :TECTIVE DATE 03/30/1998; NORTHERN STEEL COMPANY 2::257 W VALLEY HWY .Ki :'NT WA 98032 Dera:h Anil Display Ccmlican R1 :I3ISTERED AS PROVIDED BY LAW AS CI NST CONT GENERAL REGIST. # EXP. DATE Ca:01 NORTHSCO24DT 09/01/1999 >S1.EECTIVE DATE 03/30/1998 Nc'rRT14ERN STEEL COMPANY X:257 W VALLEY HWY ENT WA 98032 Si;! • nuts Ls:i :d by DEPARTMENT OF LABOR AND IIIDUSTRIES — AlEtemzeitWittawalaassluglics Please Remove And Sign Identification Card Before Placing In Billfold ■ O ,1 II / � 11t0 © ll 1, p ` I O i Al OlII■ N Q ' 9 2 TYP 7/16 "0 STUD ,' 118" 1 1/4" TYP' 3" :::::3 . 1/8" i 1" TYP. 1 9/16„ O 12" 1 /8" 1 1/4 " TYP O 07/16 Attach with 4ea. 3/8" Dia. Bolts ei TYPICAL BRACING TO COLUMN CONNECTION O ROW SPACER GENERAL CONFIGURATION .. A TYPICAL BEAM TO COLUMN CONNECTION 72 „ NOTES: 1/8,. 4 „ T YP. 23/4" 1 5/8 © 1. STORAGE RACK 2. STORAGE CAPACITY 3. ASTM A570 FOR 4. ALL BOLTS A307 5. ANCHORS HILTI 6. CONCRETE 51/2' 7. SOIL BEARING 8. SPECIAL INSPECTION t2q-.-OL DESIGNED PER DIVISION X OF THE 1997 UBC. 3,400# PER LEVEL SHAPE Fy = 55,000 PSI GRADE 55 (UNLESS NOTED) KWIK BOLT II OR APPROVED EQUAL ICBO #4627 THICK x 3000 PSI PRESSURE 1000 PSF IS NOT REQUIRED FOR ANCHORS. • ( 2r3 \ L — _ T 1 3/4" 38" I 3 55 52" 1 „ 1 5/8" 6" I I - - T I ry , I i :, CO 229" 318 66 7 GA� 52 „ 33/8 TYP. 1/8" X23/8" CONNECTOR FRONT VIEW SIDE VIEW BEAM 8 STORAGE RACK ELEVATIONS ANCHOR ALL WELDMENT =1/8" THICK LOCATIONS 1".1VP EMBEDMENT 3 - 1 12" 1 ttilINI 0 COLUMN © 3/8" THK. (2) REQ'D PER BASE PLATE ®OPPOSITE CORNERS Q} 9/16' 8„ 12 GA O J B ASE PLATE © CONCRETE „ ill 1/2" 0 ANCHOR ., / Ji b ': <.� t rnq `,, �. � ' ✓ r , b/ ` `'� �' / •/ / ® op $ = r • i , �/ V' , T , -� . I MUM 4 12.2000 J SEIZMIC �SEIZMIC MA ENGINEERING HANDLING 161 Allan lc Street EST. 1985 Pomona, CA 91788 Tel (909) 889-0989 Fax (9119) 869-0981 0 1 4 GA 0 1 1/4" % / 3" !�_ /�� ® � mil , . , ' 3 1/2" M IN EMB , y, _ • . • P ► 4 , , �, •. • - /I / =, =7://. // /. / �� // —// / sou_ I ll �� = 11 1 J /I II;- R /l ,,1;= {, I 1 112" IJ CALIFORNIA CONTRACTORS LICENSE N0.66537q SCALE NONE DRAWN BY T.C. 1 "TYP. '. DATE 5/17/99 APPROVED BY SAL E. FATEEN 8 RECEIVED CITY OF TUKWILA DESCRIPTION STORAGE RACK DETAILS (ANDERSEN 'I' TYPE) 2 • BASE PLATE JIIN I1 8 1999 ADDRESS REYNOLDS FASTENERS T UKWILA, W DRAWING NUMBER 99-0980A 1 ERMIT CENTER PERMIT COLUMN r , 3 ANCHOR 4 HORIZONTAL & DIAGONAL BRACING 50' 50' �Q- 01 9 2 - 50' 166" f 80 " -h "-}-80 "102 " +80 " -{- 102 "�80 "-102 "-- }- 80"-}- 102 "x}-80 - 02 80' "1 02 80 "102 "x}-80" Ir, r, I II, IIII R - , Ir, �, Ir, A �, r, I I C I r, Ir , :, - I, I r, II, II, II RI I II VII R II 11 11 II II IV I II IIII II V IIII III 1 1111 V .e. 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II 1111 II 11 IIII II II II I II 11 11 II II II II II II I 11 11 II 4 III II II 11 1 II II 1 11 II 11 11 1 fl I. 11 II II II II II II 111 II II II II V II II II I-4F4 FA FP F 4FP 0- -11 I- -1 F IF I I- FF F�F� F� Fi II II a II II II II II Iy III II III II 11 11 II II VII II II I I I I II III II fl II II II 1I - 141 - 11 V 1 II II 71711 �I II - I I Ir I 7 -- I - 1 11 II - 1I� - 11 0 I I � Ili V _ 16. II II II II II II II II III II II II 9 I I II II II II II II II I II II If II II ITV V F -IF - I F IIFP F F�F� FIFI FNF FIFN F�FX I II II II II II II II II II II II II I 1 R V III II 11 II 11 11 II 11 II 11 I II II II = II II II II II II11 II II IIII II II 9 II II 'Id II II II 11 II II II II II ! 1111 '1 II 11 11 II I III II II IIII II 11 11 11 II II IIII II II II 11 II II II II II I II 11 =1 16' 0" F N FF F F F I F IEF F 1 IF A IFFIF - I F IF FFIF4 I - 9 F II 11 II II II 11 11 II II II II II II II I II II II II II II II II II II II II II II II "= II II III II II 11 I II II 1 11 1 II II I R I II I I 11 I 1 11 I II II Ill II I 11 11 I II 11 II II I I II II II 11 11 II II II II II II 11 11 II II IIII I II II 11 11 II II II II II IL, ILy 'L4 L.L I JI L1' �.S u_��y 'LyIL yI IL JI IL -II z -1p. ... I--- "-31' 2 (374 ") U r i T JI I 50' 10 BAYS O 95" C+3"-75' 9" (EXISTING) 222" CF 0 I - - II 80 "' - 102 " - --I -102 "� ' I .I 6 1 CE AREA 4 1700# LOAD PALLET RACK STRUCTURAL NOTES I. ROCKS ARE 1.104UFMNRE0 BY ANDERSEN RACK SYSTEMS OF STOCKTON, CA NIMUM VIED (Fy) AND ULTIMATE (FU) STEEL SIRENG100 SHALL BE AS FOLLOW. 2 A) BEAMS AND COLUMNS Fy = 504ei Fu = 65 kei ) C) BASE PIAIES Fy F 36 MI Fu 58 MI i Fu �i 3. 1.IADMUM RACK LOAD PER LEVEL PER PAR OF BEAMS SHALL OE 3400 LBS 4. CONCRETE S. IS GIVEN AS 5 1/2' THICK = 30000 5. ALLOW. SOIL BEARING IS GIVEN AS 1000 Del FOR GRAM LOADS. 6. HE -DOWN ANCHORS SHALL BE RICH MK BOLTS USE 2 -1/2, X 4 1/ AR T SPECI / IS NOi REQUIRED PER RISE PULE ]. POST LOAD SIGNS NOT LE. IRON 50 SQUARE INCHES IN AREA DEPICTING T` E III CO A lg AT CONSPICUOUS gt B. I OISCRfPNICY OCCURS. COMACi THE ENGINEER FOR CLARIFICATION. FIRE PROTECTION NOTES 1. ff DENSN05 AT .39gpm OVER 560005-II. 2. HEAD IENPERAR TEES ARE SET AT 16R IN WAREHOUSE. 3. STORED PRODUCT IN RACK IS STEEL FASTENERS IN CARDBOARD BOXES ( NO ENCAPSULATION ) 4. TOP OF LOAD IS 20' MAXIMUM FOR PALLET RACK EXITING NOTES EXTERIOR WALL EXR DOORS ARE 36 S 0 0. 50 H LOCKINGI AND REWIRE R 0 IRE NO SPEC. KNOWLEDGE OR EFFORT iD OPEN. 85 Date Permit N I 90" 17 LOAD ANDERSEN LOAD BEAM 4040 -090 ANDERSEN UPRIGHT 302- 228 -34 ANDERSEN ROW SPACER RS412 FILE COPY 1. underNtand;that the Plan Check approvals are suolect Ioerrnrs and omissions and approval of 00%pt d codoto authorize the fieeeett Con- adopted code or approved plans acknowledged tractor's cop. I EXPIRES 11-9_, /1 , CV V TNNWIL4 AI'PIIDVED es t J w rn F-- o a Cn w Z z w p Co (nz Q s LL Q as 0 J J � z ~ w RY J V01999 O Vin/ 2 ° o - BL I INC TAiX 110N LP- IL e nECNEo �E , pF TUKWILA JUN 8 8 1999 POW CENTER Ogg- 01c12, illll �I!�I�IIIl4111! -� —�Il IIIII_:nluL._.I -lal�' one ea ea Awemue nevew WEST VALLEY HIGHWAY LEGEND 12041. OR S L NUM0C9< NtIMdEK OP SHENT tld .t • SEGTINN eR 1.TNl -IS PRi . WNI N H 5P.T1AN hlU6 >gPR b 4d*i ER OF SHE.r ON WHICH NIB11ION N PRA`•`M W{ �� al - L NS 11ON 5E O 1 6 pK ON WHIG. O PAR NUM68R F1Gr,Tl NUMPEK AREA PLAN SCALE 1 21 IDO RIVER . GFOt1ND E=5 cONixR�T� Fon PLw+cep pioam SUSPPNOEP Ai•o GINISH WMBEFi Alum. Bldg. Cpt. C .I. C.H. Cont. Cont. cet. D.S. D.F. lave. Elev. Acoustical Tile Aluminma Anchor Bolt At Beam Building Ca. Iron Catch Basin Center Line Concrete Continuous Detail Down Dawn Spout Drinking. Fountain Drawing Elevation Enamel ABBREVIATIONS Each - Factory einish Finish Flr. Finish Floor Oauge Gala. Galvanized G.F.B. Gyps® Wallboard Gin -Lan. Glee - Laminated H.N. Dollar Metal H.W.T. Hot Water Tank Int. Interior .D. aside Dimension Lam. Laninnted Nat. Material NCI. Metal Minimum M.I.C. Bet -In- Contract On Center PT. Paint Plywd eq'd 0 S .S. . Th'ld app. TYP• V .A.T. N/ Plywood Required Round Rubber Base Service Sink Struttoral Threshold Typical Vinyl Asbestos Tile Wood With i 7 S /16161er AREA OF WORK THIS PERMIT I. Au- Ear ro souo aarm licno Doc. ru PAINT awe sm. Ns.. 2-0 IN HOLUM lETAL FRAME ALL Hiamt+mE ro BE LEV .. (AMA ria LOC. len 041.216247.0904 of 2.AL TE ALL twBrwrnoN Vim. n0. TO con7nnvoN, A ALL coNSTRUCTION TO SULU. cams,. TO ALL APPLICABLE LoCAL, STATE AND 5,11 End OELES9441421.3 TO 60 To STRLETIR0 ABOLE. Y wT.E n Erlsr wars uo Aro ro w PORnoll On PROLE, IS LXESION emu, IL EDE., CONTRACTOR TO PP-200E MEd C0LINS .0 CEILIN5 THE 4..5We AMER VEnc CONDITION OP WIS. s_ SPKE ARE re F60611) seE42.0.6.ELERAL, CONTRACTOR 71.IR OPTION 1.Vo 6962 EcIsILHO LIEOT PEILRES. ALL 951. - CONTRACTOR 15 0.620166 To 1)100, AND RAI. PX157. 5F71112420 LEADS .60 6.VAC... As W2PIED sr ME RAI51140 df PIE GEM. Alto A5 PROJECT 469 SDUTHDENTER SOUTH NDUSTg1AL PARK USE ARLISTRONS CELINE TILE TO MATCH En51245. FROVIS0 PERMIT 2EHERAL CONTRALTOS TO uvESE TO ALL L0241_, nAIE, FEDERAL ' IX. TIE EvAn. SYSTEM IS DEVON EVI27 - PROVIDE Munn I TON COOLIHo PEE EEO TUKWILA WASHINGTON PROJECT NO 139 BVISIONE& 8 - al -dq p.4 8-N - 98 DATA 8 -10-98 SHEET A -( A= A Z 3 DRAWING INDEX DESCRIPTION 442E6. ! ...v LEGAL DESCRIPTION Lod 21 G 1$ oJ•(ti I 1,11,4511Vfr HARK PLAT WJEM.V1,IO1 2ECOr.PRN AT KICK COLNT MAY I l 1979 RE:ARDINfi NUMU`ER a34 SO i9o50I logo p RF. uT' of 71 9 iCf pLa7 MUNt-7ER 78 -45 GENERAL NOTES 2 Geller,) Cosec Svr sha l. ve y 11 dimens on, and building cond it ions before comment inn 2. General [ o t r t shall coordlna to with M1 all ba Sea , cur as and acces p a requiredformechanica1 and electric.) equipment. 3. amfer all rips fon,. corner, On peed concrete wa lie except where flush wall. abut t c 4. ALI work shall e conform w th applicable co ee and regu to Lions. xe' of 6, gee mechanical hop n l oaf o echa nice 1 e nL. ant at n t on o the One 197. Inlfo Build Code. 6. Chemical re extinguishers era .C. (not in contract) 7. All a tud wellS an attic one inc ud ing no red spa ceb shall be f free topped pe r code, a shall F e pipe g and P.I. valves, r Department Connect Lena , a let tr ice trans. or g meters. 9. All oar , including ex LS, s 3 e marked pe OSHA tl S ar s. 10. Exit door oor hardware shall conform. to u. . Sea ion 3306 (CC. 11. Comple Le fire alarms - hose fisher la youte shall b - ed per separate perm a be t Tukwila e , s Lion and protective aevi� . u be su a c c v /r..d. v. S. 2 cal and ¢ exterior surface and awbgrade p vemen shall Le Submitted for Seneca t e per. t. VICINITY MAP sP EUAI.TY PwPS rlce��zsrr, �ouT1 va_,IZ-K -_ -: =3LK 4llL -h _ :WA54 -:::. ALFRED H. CROONQUIST A.I.A. a ASSOCIATES, ARCHITECTS 2820 MARIE • NOT NATIONAL BANK NNEDING SEATTLE, WASHINGTON 08151 PHONE 206•142.2400 5 -0 tG SEW NOR