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HomeMy WebLinkAboutPermit D19-0389 - EATON CORP - STORAGE RACKSEATON CORP 14240 INTERURBAN AVE S 100 FINALED 03/11/2020 D19-0389 Parcel No: Address: Project Name: �~^� � �~on�^°"^U *~�~�� ��n Tukwila Department ofCommunity Development 63OO5outhcenterBoulevard, Suite #1U0 Tukwila, Washington 9818O Phone:2O6'431'367O Inspection Request Line: 2O6'43D'9]S0 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901881 Permit Number: D19-0389 EATON CORP Issue Date: 1/15/2820 Permit Expires On: 7/13/2020 Owner: Name: Contact Person: Name: Contractor: Address: License No: Lender: lUI53RDAVE #9O0INTEGRATED REAL ESTATE SV[S'SEATTLE,WA, 98104 RU8ERTSMITH -WAREHOUSE SOLUTIONS WAREHOUSE SOLUTIONS NVVLLC Z9O2G39AVE S,AUBURN, WA, 980Ol VVAKEHSN912[[ ''^ Phone: (253)202-8895 Expiration Date: 4/12/2021 DESCRIPTION OF WORK: INSTALL SEVERAL RACKS Project Valuation: $2,200I0 Type of Fire Protection: Sprinklers: Fire Alarm: Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees[uUectecl� $272.98 Occupancy per IBC: S-Z Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ9h'46B: VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: Cu/b[ut/Access/Sidmwa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OverdoeLoed: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: U Fill: O Number: Q No Permit Center Authorized Signature: Date: /5/ ad I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ufthis permit does not presume tugive authority to violate orcancel the provisions ofany other state o/local laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: Date: 1' '�,V-2. 2--d This permit shall become null and void if the work is not commenced within 180 days for the date of issuance,or if the work is suspended urabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,5OUsql.ft. ofarea. The exhnguisher(dshould beofthe "All Purpose" (3A,4Og:[)dry chemical type. Travel distance tuany fire extinguisher must be7S'nrless. (|F[ 9063)(NFPA10,5.4) l: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|FC90G.5) 2: Fire extinguishers require monthly and yearly inspections. They must have atag nrlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will berequired tuconduct these required surveys. (NFPA1C\72'7.3) 4: Maintain fire extinguisher coverage throughout. 6: Maintain fire alarm system audible/visual notification. Addition/relocation ufwalls nrpartitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) S: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nnwork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(IF[9U12) 7: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall bemaintained inanapproved manner. (|FC305.l) 8: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (|FC3153l) 9: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3, Required flue spaces shall bemaintained, lO/ Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition o/violation. 11: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. lZ: All permits, inspection record card and approved construction documents shall bekept at the site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 13: Installation of high -strength bolts shall be Periodically inspected in accordance with AISC specifications. 14: 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 atimely manner. 15: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 16: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection isrequired during anchorage of storage racks Bfeet o,greater inheight. 17: VALIDITY OFPERMIT: 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 togive authority tnviolate orcancel the provisions of the code or other ordinances cfthe City ofTukwila shall not beValid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (%06) 438'9350 1700 8U|L0NGF|NAL*+ 1400 FIRE FINAL 4046 S|'EPDXY/EXPCONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. pm - O3g9 Project No. Date Application Accepted: Date Application Expires: (0 (For office use only) 19 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION Site Address: 2- 410 -71,1 Tenant Name: '/1 PROPERTY OWNER Name: Address: (/ L 40 .2--- 4,,,,,,,... City: . eit,A41:..thi_ CONTACT PERSON — person receiving all project communication Name: Address: 1)2 A, (..- City: 7 State: Zip: Phone: 2—n ^ 2-() Z Email: /2066.4 6, DESIGN PROFESSIONAL N RESPONSIBLE CHARGE Name: Address: 3 /°,2,--tAka/ 4.. City: / / ‘-‘ C--tyti 4 State: Zip: Phone: 2-i-j- 24)2 .-.5',551— Email: e A, f Aigie..././e e 0 7.,7 GENERAL CONTRACTOR INFORMATION Company Name: Address: City: 7State: t....vtAt Zip*/ Phone:153 2,02 _ a , St Contr Reg No.: t1/4) / 6Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: gifelimber: /&e2 /OD New Tenant: Floor: Yes j.No ARCHITECT OF RECORD Company Name: gc,-,1 Address: zif -1., z..., f: /34. PI City: AL., ).... State: Zip: Phone: Email: A 4 #44 4 9 h(0741.44..,/ . eafri ENGINEER OF RECORD Company Name: Aci,.( Address: zi / 2 2_ _f . / 36/ 01- City: State: &AI Zip:plif) Phone: -- Email: p /1/4:. q 0h'-./ LENDER - WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: /1 City: S te: Zip: MONTHLY SERVICE IilLLING -or- WATER METER REFUNDING EMIMIIIIMIMMIIII Address: Inn FAMIMIIMII S te: Zip: Phone: W:\Permit Center (RachelleMpplications\ Word\ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ "/.00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): (( ce Will there be new rack storage? Ies 0.. No If yes, a separate permit and plan submittal will be required. r Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Garage 0 Attached 0 Detached Carport 0 Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 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): *Provide documentation that hows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of principal dwelling: Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 -•,-.. " 10 __Sprinklers El „.,„. Automatic Fire Alarm None El __Other (specify) I i : e e storage or use of flammable, combustible or hazardous ma rials in he building? 0 Yes El No AY. "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets, PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1) . 7 7 O ...Temporary Water Meter Size (1). 7 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 Deduct Water Meter Size Private 0 ...Water Main Extension Public El Private 0 WiU'errnit Center (Rachelle)\Applications \ Word \ Construction Permit Application Revised 6-2019.docs Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — 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 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). 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 OVNER OR AUTHORIZED ENT: Signature: Print Name: Mailing Address: e eoz3 41-/( Ac/c— Day Telephone: in-202 L/4- Yo/ state Zip City WAPerrnit Center (Rachelle)\Applications \ Word \ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $272.98 D19-0389 Address: 14240 INTERURBAN AVE S 100 Apn: 3365901881 $272.98 Credit Card Fee $7.95 Credit Card Fee R000.369.908.00.00 0.00 $7.95 DEVELOPMENT $257.43 PERMIT FEE R000.322.100.00.00 0.00 $152.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $7.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19249 R000.322.900.04.00 0.00 $7.60 $272.98 Date Paid: Monday, December 09, 2019 Paid By: ROBERT SMITH Pay Method: CREDIT CARD 719065 Printed: Monday, December 09, 2019 3:56 PM CO TVKNIL4 ETR4KIT 6288 S0UTH[ENT[K BLVD TUKWILu' W4 98188 206-433-1878 CITY OF TUKWIL4 0017340000802374464500 Date: 12/09/20I9 03:56:08 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $272.98 APPROVAL [D: 719085 RECORD #: 880 CLERK ID; frankie X {[Axo*VLocK'S SzGw«TUxs} I AGREE TO PAY THE xoVvE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Jab Me strait) Cseiti -Magna, Aki By �37'i t3ate 11- 2019 Job No. /T si J !t- FM M L--t S'iTh SE L c & Ie4 cia checked Sheet / or 3 �A6gsi # 2. -$1G01] 446&S eDu4`A(M la we z.1.r c Si c, 22 oq , 7L1� Zd12 / r Ca* * Sft 4sc* 7-10 1us4i m* AID 4 EMoD: V�.b7�ar $ 1© 4I ctu 14r 4.r ,scar AV&d 73 Tom, p cmb uc. . CS = (3/4)(r4,63) Ss 1.47z 771E t54uu 3rrE Ctfrsi2 . � � p #.445i4 1, o) V i,t. If : a, l /4t)s P - 4.0 le44dr, (44 ,) as A/t laq td,r. lJi a• 0 47 4 P P + .- . 2S. L +e $ /AO-. AACie GOAD pr4 Lea. pig /A'A. op Aeon Siaa tt cE ido if teveL rem. ,¢At PrrAb toio. Foot p,. 106 4© i9 1S8TjV _Diit V.4-1aNf . -r11.40w.its 144..g3" 1.30 : O. 3dts itt az.4.0 k` Sal% = 1411* I se+ Ao... .14;0 w 193 $4LB Zt/3)+tt I3et0 ; /1_ft,t- e "7.8t = .— t Vg V u+46 .Sty . 'Z,[) ' ' "-.'W !I- V • 64o */c4 , oa Pr Wet soul 14-, o. 31i a .r� i t 410 0 'V s 312 i f e.c. 2-Y24 r 4 /4 Stmpsoa SPA -Die- /14 REVIEWED FORM, Mr L.IAN E OVEr 2L City ar Tukwila UILDIWG DIVISION t3Y, e p NSE . fan — 3931*' - r- � f.-3037 tag* spec/AG lowpecriDA/ tin * 74'©4'1' 31/2� �' ,► ;14w,Cu Sr-4,+i C4 s 1S'4 ti:4,74 ©st•4 tdctlAl& 1 s 2 7 j *` p Vk _ 844 17(lt;bu„+4'4 VA= a.13-f-0.1/O tl.519 --474 -c, U G 4/y- .: o. b ¢o #A G, 141.446 P Are. dMOs A 1V2 /1i Alk. (r) 143.31 (k sQ DEC 0 3 2019 d- 64 C-Setlacu : 11€ :. ?$b * Lim, t - , 43 /.0).1 F.s S.sZ 4f Joe 11Ile 1 1Ot 9 Joe No. if s a2 of fiRsli! ¢ 1.44 Iiese ptArts, 546 Sou globe Poses # ,St8V 40.E s rz 4 z 0.©82'►: --►, 4U W. -5 a ©.' mist lIt AA s ®.©*2. z. = N. Zsry k1 s .15 I ST k-)1 =s7 goo, _ v. Z31" G" TORT EarJc¢6?€ S W& W i72. {cl,- ;atm Psl St, B Atted.61 t = 5 (4ys 51418 Ad v. 1 lZ x 12 in t 0.102. p (a)7 , 4)/644 Sp. / ,s4,J6 046 =Oa+S.S4-s.o)(24*r.5..R,1),/ 0 124 . Ajoc . p 1d 2q k — a4 x. 01,) I,-1 p4% (4 .. L , u . 1.4) 102 00 tug.). r - 2.014PP7 4 .SAX. v, = ©. rocg, 3 K 1.3of2 C1> 1t*.,4gk 5 =joe4.L eelM5 A& .044 v144 wco A 4/z" 4b13—P.4 4Gckt ,+ # STA idE 03 .Lsc • 3.21Z 4414 . : 12.0. i 1.333 Mi3 AA = 39.910k 1).s'a4 14 : 2.0014 4._ L.7q( ST ss 1„1• 2.SQD'1gt + `C -i Liao) De1~c,w I.Son %44, A*10 is 0k . ado X- 1140) t) _ v.8tC1t M+ 5©+ 113 = IS ioutik w= 0:13-(L O + So . 1Zs #/dam ,gam AIAJL E740 A .3.241124 • 3.24. 4s12.43k By l5T1t !1-' (1 fro. ' 53 Sheet 3 of 3 • r cvt.avias : fte 1 % 44416 C-S cnJ 3s Ulan+ % (ttru c s $ D. SIM 44: r 1.1se" s.2. 331" Ck, , 422 sge 388 t •441 • lt.©3 i051 - F4 5. 3o ivel L. 4.931 4 0.42 440 cox zzp. fr 0. 23 0.1 -- Ok Iliseau ft Deft. : AUK,, Fe • 3.Z1t 4 = 7.q8 ,r 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0389 DATE: 12/11/2019 PROJECT NAME: EATON CORP SITE ADDRESS: 14240 INTERURBAN AVE S 100 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: )),. `.•'!":" uilding Division Public Works Fire Prevention Structural it! Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/12/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: DUE DATE: 1/9/2020 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg P Fire Ping D PW D Staff Inicals: 1218,200 \VARI:I IOIJSE SOLUTIONS NW t r.0 Page 1 of 2 WAREHOUSE SOLUTIONS NW LLC Owner or tradesperson SMITH, ROBERT RODNEY SMITH,ROBERT RODNEY, PARTNER/MEMBER WAREHOUSE SOLUTIONS NW LLC 29026 39TH AVE S AUBURN, WA 98001 253-709-4696 KING County Business type 602 889 014 Limited Liability Company Gstiernin parsons ROBERT SMITH License Verify the contractor's active registration / license / certification (depend ng on trade) and any past violations. Construction Contractor Active Meets current requirements. GENERAL WAREHSN912CC 02/03/2009-- 04/12/2021 Bond Wesco Insurance Co $12,000.00 46WB040686 01/10/2014 Insurance Underwriters at Lloyds AC251002567 01/28/2019 Effect ve date 01 /30/ 2014 Ca�rce:stion date 01/30/2020 $2,000,000.00 Effective date 01/30/2019 Exp.rz+t!02 : -dt�; 01 /30/2020 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. baps://secure.lni.wa.gov/verify/Detail.aspx?UB1=602889014&LIC—WAREI-1SN912CC&SAW= 1/15/2020 , -.., - -- ' .-K. t... , ' \ , CO ,,Or x „PP -A -A T x „ozr x „ NJ C) NJ 5T-6" CA -A rrl r>>< n.) (33 m n>< NJ CI) t=-1 I , 7- tz ' '-'. `z Cj a II -9 N MP] (7 DRAWINGS PREPARED FOR APPROVED DATE BY WAREHOUSE SOLUTIONS NORTHWEST" 8023 Portland Ave. E. Tacoma, WA 98404 PH.206-653-7572 CONTRACTOR'S LICENSE #WAREHSN912CC THIS DRAWINU AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR ETHER PURPOSES, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT EXPRESS WRITTEN CONSENT OF WARHOUSE TUITIONS NORTHWEST, ALL REPRODUCTIONS SHA,2,, BEAR THIS NOTICE, NO. DATE REVISION DESCRIPTION 2 3 4 5 STRUCTURAL NOTES: 3 8" 6" 1 0 ' BRACKET ASSY. AS NOTED 5/8" DIA. - 2 1/2" - 2 HOLES 3/8" THK. 4 -'I" - 6" 8" 3/16" 1 1/2" BASE PLATE DETAIL CO TYP. 1/8" BEAM SECTION 13 GA THK 1/2"-8 ASTM A572 GR50 LBF453 10' - 2 3/4" 7/8" 1 1/2" 4 1/2" 3/16" 1/2" 5/8" DIA. 2 1/2" - 3/16" 1 1/4" 4 HOLES 2 1/2" 5" 2 1/2" 3/8" THK. 1" TYP 1" - TYP 6" 1/8" TYP. 3/16" 1/2" 3/16" 2 3/4" 1" 8" 3/16" 1 1/2" BASE PLATE DETAIL 5" 10' - - 1/2" 3/8" THK 4 3/4" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 1 5/8" - .075 THK 1 0 ' 1 1/4" COLUMN STRUT 375 R 3" - 1/8" 2" TYP. AS NOTED 1/4" REF. I 531 SQUARE 14GA THK 5/8" LM15 14GA ASTM A572 GR50 RI/8" TYP. UPRIGHT COLUMN - LL, MIN. 1" (TYP.) DIAGONAL BRACE (TYP.) 1/8" I. RACKS ARE MANUFACTURED BY LODI METAL TECH OF LODI. CA OR EQUAL. 2. MINIMUM YIELD (F)) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: A) BEAMS AND COLUMNS F)=.50ksi FU=65ksi, B) BRACING STRUTS Fy=36ksi Fu=58ksi. C) BASE PLATES FY=36ksi Fu=58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE:I800 LBS 4. CONCRETE SLAB IS GIVEN AS 6" THICK WITH fc'= 3000psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 2000 psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEDGE ANCHORS. (A.) FOR THE 5"X 8" BASE PLATES: USE 2 - 1/2"0 X 4-3/4" ANCHORS WITH 3 EMBEDMENT PER BASE PLATE. PLACE ANCHORS DIAGONALLY FOR ANY BASE PLATES WITH 4 HOLES. PERIODIC SPECIAL INSPECTION IS REQUIRED. SHALL BE COMPLETED PER 1CC ESR-3037 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9 ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2015 IBC SECTION 2209 THE 2012 RMI CODE AND SEC 15.5.3 OF ASCE 7 10 USING THE ASD METHOD: V=0.67 Cs x Ip x Ws WHERE: Ip = 1.0 - RESTRICTED AREA - (NO PUBLIC ALLOWED) Cs = 2,5 Ca / R Ca = 0.393 FOR THE GIVEN ADDRESS AND SITE CLASS D R = 4.0 TRANSVERSE DIR.- BRACED FRAMES R = 6,0 LONGITUDINAL DIR. - MOMENT FRAMES EXITING NOTES: I. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. HORIZINTAL BRACE (TYP.) FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .495GPM OVER 2,000SQ FT. 2, SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. 3. CLASS IV COMMODITY, STORED ON CONVENTIONAL WOOD PALLETS, NON -ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 144". 5. APPROXIMATE CEILING HEIGHT162". „,"/ BRACING CONNECTION DETAIL IA443 RECEIVED CITY OF TUKWILA DEC 0 9 2019 ---PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED 1 11M11 Enn 04 1.1 L44 V) (A < (Z. 4' CL C)4_ :k PD 4:4 LA ce Li us 4q 74) 1,4! -441 Oe C44) l44) , CD CD ?:<, 44-4 U4) z z - ta, LiLi < 444-1 V) 4-1 V) CC 4.4-1 LJ c' :44.) Li V) Li 41) cn LiCL Li „Li Li 1.1 Li Li Li c-,3 n Li Li z Li ;n ,,,Li 0< 4-) Z Li :D 0 LiLiLiLi LJ 4-, CM z LIC Cl 4,1 4,) 44, Q- 0<0<0< _1 ID„ 4— E.} Li Li ("1. WAREHOUSE SOLUTIONS NORTHW Ln VD r " (f) `1- (X) CZ Cr) E OUj LI] V) (13 0 u c cc DRAWN BY: SCA DATE: DRAWING NO: CHECKED BY: SHEET NO z„„dty BuiLniNe OF SHEETS