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HomeMy WebLinkAboutPermit D02-213 - H & W DISTRIBUTORS - STORAGE RACKSHAW DISTRIBUTORS 1822 ANDOVER PK E D02 -213 '""'�' k . rte t~ ;; Cit of Tukwila „„ , Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 3523049119 Permit Number: D02 -213 s _ ~' 4—z Address: 18221 ANDOVER PK W TUKW Issue Date: Q tr u Suite No: Permit Expires On: J V 0 0 Tenant: N 0 Name: H & W DISTRIBUTORS J = Address: 18221 ANDOVER PK W, TUKWILA, WA co F"' u+ W O ; Owner: 2 Name: LA PIANTA LLC Phone: g 5 Address: PO BOX 88028, TUKWILA WA u- - a Contact Person: } H Name: STEVE BREWER Phone: 206 730 -5262 Z F Address: 411 WEST VALLEY HY SOUTH, PACIFIC WA Z O W W ' Contractor: j p � Name: CEDAR RECYCLING Phone: 206- 574 -0286 8 ' Address: 411 W VALLEY HWY, PACIFIC, WA o 1-- Contractor License No: CEDARR *004)1 Expiration Date: 02/14/2004 W W H V .. DESCRIPTION OF WORK: L ? - p ' INSTALLATION OF 107 BAYS - STORAGE RACKING z UN`. h— H O Z . Value of Construction: $0.00 Fees Collected: $465.26 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 1 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N - Moving Oversize Load: N Start Time End Time '' `" ` "°` Sanitary Side Sewer: N :' e ` Sewer Main Extension: N Private: N Public: N ' • . r,, *. .. Storm Drainage: N ' ` a Q 8 t''i : Street Use: N a: _ r Water Main Extension: N Private: N Public: N Water Meter: 4 � ' � , Channelization / Striping: .,, ,. ** Continued Next Page ** i , yR ;., r r doe: Devperm D02 -213 Printed: 08 -01 -2002 431 {:' .,, r' .. -' '. .' •. a "' •!'•. • :. ice:: :i':a t. ..s .. a..::,T i(. E),.Jw ., �YIPAF� (!1(�AklYMih.valNrb•hWUa.Ma ' 1 . i - _ : ' • uy� p ��� ^ »� + # k. 1• ( CityofTukwi1a i • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 a• Permit Center Authorized Signature: Date: 6 0- ` ,.— d 0 I— W I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 U ordinances governing this work will be complied with, whether specified herein or not. v O' co cn w The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws j regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: /I u.. ? . em Print Name: vew -ef" = W Z 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 F- O suspended or abandoned for a period of 180 days from the last inspection. I Z I— D0 ON Cf 1_ - ui = w u - O Z i U N ` , o �. • z . t I . i r • doc: Devperm 002 -213 Printed: 08 -01 -2002 • -. - ...:_....:_.. :..v:.....:.:....::..,.::..:..i _,,. ..,•_.,.,.. . -..... w•.o- , :...+., rr., x+.. o..,... n...,n..._.«..».•« M... w«..•:..,,.. x.-..,......:,«..,....,. w. mK+, r. a, e. n. rr. m.»,. .,.nrha,.nw.«n.,ww,e.ew.uw,n+a. roan m. aarnat.✓ u:+ uwwv. ,an.»aw"tgadt4:ri- ,+.RH�� ► - ,— _, --- _ ' - v \.4 , - -YVI. W ,.. i ,, , ;u� - ., ' �4- City of Tukwila . Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS • z Parcel No.: 3523049119 Permit Number: X02 -213 , .1- z ILI tr 2 Address: 18221 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 07/23/2002 Tenant: H & W DISTRIBUTORS Issue Date: N o U) JF-. 1: ** *BUILDING DEPARTMENT * ** co il. 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be u- maintained and available until final inspection approval is granted. d 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as H w amended, Uniform Mechanical Code z F (1997 Edition), and Washington State Energy Code (1997 Edition). i— 0 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a w ~ ui permit for, or an approval 2 D of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to U N give authority to violate p H or cancel the provisions of this code shall be valid. W W " 6: ** *FIRE DEPARTMENT CONDITIONS * ** I U • 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: u.. ~O 8: Maintain fire extinguisher coverage throughout. i .. Z 9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) U N , 10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel I o shall also comply with Z . the Building Code requirements for accessibility. (UFC 1204.1) 11: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) l 12: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 13: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) { 14: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or ' adding sprinkler heads. 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written , *; , ;, approval of the W.S.R.B Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior �= =Y ` ' rY p Y p g g Y Y .p , ,,� .� Rik:,,', to submittal to the u Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) ` ' � " � ` = ` Y 16: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under ''� E ,� overhangs greater than four feet �i5 F ft,, �� =��'µ wide. (NFPA 13 -4- 5.5.3.1) ; t >�' f 17: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and , ,.;: #1901) 18: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require h `,. , relocating and /or adding automatic . Vi , t fit ,,a @ n doe: Conditions D02 -213 Printed: 08 -01 -2002 r ip } i. r..,':.. .W ( .+:. vn. .n. . ... ...... ................... ....w ,"... ...,r .. -..... .. ... ......r. ........r «r+. n.wer..v.Yr+. u. 2rlN .YSM.3r.v, V ..wi.: �::.1i u5.ir3r«L1: �.sU`W''` ;''• ".` ^7!.u 'w 'il "` 55' d. �f1 :H2M +'h14.+,44MaVb4n +NfklW.Rt. :rnM%!n .. w..rvrry .M. .. m _ _ +ruw.uv�Y:�L'^��" .. + 1 ' • s. +� STS• . �J � 41 • �`• ;+ Ci ty of Tukwila r Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 fire detectors. 19: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence , ~ Z until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 20: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila j Fire Department job Number available to confirm shut down approval. (City Ordinance #1900) co p 21: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) w. 22: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet _1 LL may necessitate increasing O the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) } 23: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or g 5 at rack uprights shall be u_ w 0 maintained. (NFPA 13) d 24: 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 Z E- columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling Z O sprinkler density w minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 25: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations 0 co and curtain boards may be g �. required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. w w 26: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details tL 0 pertaining to design and installation standards. Z 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of U N intended use. o 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such Z condition or violation. 29: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. I 4 hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: e�,2 r _ Date: g r1 / Z 1 „ r, Print Name: �<- �T eoe_ (J r . tVA ti. t doc: Conditions D02 -213 Printed: 08 -01 -2002 ,, ` @pI .. + it1l ING '!GD >i4fMCWK \%It+K1'Ct+•le'. /f'M+.rIPH.a4Y., wvW ,• 4 ..r fM ?11 -n r.. .... v........,.uw.v.w .cw.,,n r.. +.. e..., nr...Nw v. ,. ro-na.. .. r.v- ..n,..,an.... an na!t.IC a1.NMx.'kw.v;9{M . 4 , w', CITY OF TUVWILA - 6 c Permit Center Project Number: � ,; g i1 6300 Southcenter Blvd., Suite 100 toe Tukwila, WA 98188 Permit Numbe (206) 431 -3670 2 - at 3 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: `` Value f Construction: (-4 1 i• W bZ S4 - r. -' -s + fc.:( ,S Site Address (include suite number) _ City State /Zip: Tax Parcel Number: ____j 1 a 2 I. A v -Arno •a r v le- J . 1 t4 w ► M)' . WA, Nub sa30 y -- 7N9 _ 1 Property Owner: � _ �� [� Phone: - Seder.• I t l - N•3 ;�2.s S Petr k (2)i:try-v.\ t-- vt.Ltr � • 40 to - 33C , - 2,0 t;. Z Street Address: ...1 City State /Zip: Fax #: Contractor: Phone: tc t, C e—d. GY Rc. c.,c-k T Z .e. R,A-s• l� lr c,-,., Z S' 3 •- 'o ca&l c c / Street Address: City State /Zip: Fax #: q 1( Wc°,4-- t/G tVe. t4-. S. r -Pe..c. � -'Y-c. , 4l4 . ` 1 "� so �t 7 2 s3 - -- • , q - LTo Z Architect: Phone: Street Address: City State/Zip: Fax #: EngineK Phone: \ t to "R k. e --k- & \•e..e,r∎1.1, z5 - e-33 - 7 -r 7 (o . Street Address: City State/Zip: Fax #: I5 Z5 -- 3 93 7 ) ( S a Contact Person: Phone: F Z . �z ,,) G•— 2,0 C. ^ 7 30 •.. 52,6 Z re ill Street Address: a City State /Zip: Fax #: 6 D of f We - Ifa ll• s ( S, , t! 'cZC��4 ) tu4. Y 7 z 3 - r 0 t[ _ Z 7 c) Z U O Description of work to be done (please be specific): (/') W _t • = E— . —DNA a- c`7),1 c•-k- 1 oZ — S . P.c.. k O Existing use: ❑ Retail Restaurant ❑ Multi- family / l:4 Warehouse ❑Hospital 2 J ❑ Church ❑ Manufacturing ❑ otel /Hotel ❑Office u- ❑ School /College/University Other ' = a — W Proposed use: 171 Retail in Restaurant El Multi-family 1� Warehouse Hospital Z H • ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office I-- 0 ZI— School /College/University ) Other Riscri( W Building Square Feet: ZZ o existing No. of Stories: Area of construction (sq ft): U 0 O Y Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) 0 1— w W Will there be rack storage? RI yes C71 no Cn �. s4 „,„,..k ,• •�., c: (6 '7 :7 •- `�� j I e4- i .jCt•k� 1 U O Existing fire protection features: I sprinklers PA automatic fire alarm ❑ none ❑ other (specify) Ili Z U= Will there be storage of flammable /combustib le hazardous material in the building? 1:71 yes RI no H I Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets O Z 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 El Flood Control Zone ❑ Hauling ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: Miscellaneous r U 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. ' cri 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 . taws limb Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application to (initials) 9-02 3 -e.. /`0 '61-Z-- ; r.., r_t PLEASE SIGN BACK OF APPLICATION FORM : .arAr .... 11/30/(10 i ...1 clpertnit.doc j raw v mmi , 4111111, ._.. , .,,:a�. .c �. . +... - r3ir +w ..r>+i'a:.t.S.- .0 »tRura3�:J:Ca •$t•:.)rk�a.:�. �tiiC, k;Ah.! @HMlt1t ...Y/,'YSOnvts +•tse• ,... »_.... ... ... ...... tit APPLICATI t , MUST BE SUBMITTED WITH TH . ► LLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • 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, Z 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 I— Z only) 11. Location and gross floor area of existing structure with dimensions and setback 6 5 12. Lowest finished floor elevation (if in flood control zone) U O 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). (.0 W ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w u w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 any hazardous materials; dimensions of proposed tenant space. J ❑ ❑ Vicinity Map showing location of site = d Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z = 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. Z O w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished w U 0 Construction details o ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water = U 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. w Z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. _ O ~ ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ 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 999 Third Avenue, Suite 700, 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 r- be required as part of this submittal , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: J Signature: -4� j Date: .�/ / ,Z ! v Print name: Phone:. Fax It: e. �G 73c) S ZS'3- gg -270 Address c V edt C' /State /tip w � Lr Sr etc -��r • IP 11/30/00 elpermit.doc .. .. +u. .i. • ..._ . i ., _rte .,..1V , -. : 1 i ✓. x.. irAy.l?i.'.:u44.,;; ti:.,.,. - ...r,'iw... t...n .:,,..ia.::a,✓ ft._ A.xfCaw.,c....«N.wn./n.., .. ........ »..... »..,.. ....... ....,,a , p aw u..ihhtM .,...«r.. K> 1..( 1 , - — ', - , ‘ 0,011A., W ittt &Olilll om 4 . ` �� � C ity of f Tukwila ra 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT Z Parcel No.: 3523049119 Permit Number: D02 -213 J D Address: 18221 ANDOVER PK W TUKW Status: APPROVED U O Suite No: Applied Date: 07/23/2002 N W Applicant: H & W DISTRIBUTORS Issue Date: -J 1-- CO r . w 0 , ' Receipt No.: R020001082 Payment Amount: 283.75 2 u. Q Initials: SKS Payment Date: 08/01/2002 11:10 AM co d User ID: 1165 Balance: $0.00 1-- _ . ZF Z Z0 Payee: RUSTY RACK GUYS w ? o 0 TRANSACTION LIST: 0 - Type Method Description w Amount H Payment Check 10935 283.75 9 -1 O Ei U N. 1-- I o I- ACCOUNT ITEM LIST: ?. • Description Account Code Current Pmts BUILDING - NONRES 000/322.100 279.25 1 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 283.75 ' Im 4 s la fY doc: Receipt Printed: 08 -01 -2002 ';. 't`.v:.. ...:.t : ,, .tn a, ... .�.._... wr.rwam+wvwa+....w»«. «.e.ar. .. ...+- w.,..,,,, .Y . ......................... ...._..... . .. ..- .. .. .wrv..•:y:. „ o •' 1 1 : "OA W . ---,, ;'-,, c;&! City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT Parcel No.: 3523049119 Permit Number: D02 -213 U U O Address: 18221 ANDOVER PK W TUKW Status: PENDING co D Suite No: Applied Date: 07/23/2002 W U.1 Applicant: H & W DISTRIBUTORS Issue Date: N i Receipt No.: R020001021 Payment Amount: 181.51 g J u...Q Initials: SKS Payment Date: 07/23/2002 09:52 AM co d User ID: 1165 Balance: $283.75 H = z ,. F- O Payee: THE RUSTY RACK GUYS • W D • C O ( TRANSACTION LIST: CI— Type Method Description w ui , Amount H o ', �O Payment Check 10853 181.51 Z lll U , ACCOUNT ITEM LIST: Z I- ' Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 181.51 �:. 1`. Total: 181.51 , ,,tp,„„,„,,,,„, r , , ,,,f., , ,,,,,,e;;4. :pi,,,,„;,‘,i ;,,„,,,,,,,. . „4,,,,,*, , ,..,,,, ,, f:.,..„.,. ,,,,,,,,,,,, :7, ; 17;2 r)71.6 TOTAL .1.01. ` ~.1. ; R :, Printed: 07 -23 -2002 doc: Receipt W , . , Ka. .... , ,i:l .:k rt .... .x k...,.sY•74uRa.�e wJOwnw vwruuwvwa.....,.... ..... i I 1 ..---- — r- - - _- - - _.r • - . 's.. . Z tv c W c I l.. 6 5 J U Q ;''. INSPECTION RECORD u) ui w Retain a copy with permit 0 • ` 2 ) - -J I ' y' INSPECTION O. PER AV N• LL CITY OF UKWILA BUILDING DIVISION ; a w ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,r, u_ Q Pr ' ct ` o ` Z /fr/ J ;tf1/'j Type n specon �, _ Date Cale I- W ) ?J ecial Instructions: Date Wa d:� a.m. Z 0 ° a p.m. W <` /�/� . g 111/1-1 Reque r: � . I ; 74Iq v o Phon o: _ O �a r 0 7q. '/ ,. _ 1 s roved per applicable codes. 0 Corrections required prior to approval. 9_- 0 COMMENTS: : il Z •; R. ` .: T C C ) IP it + r. 3 .,. ......... . i:,:;.,,,--4v 1; .„ .. ,,t,id,47,,..t . iris or: Date: c cis _�) �'� $4 .00 REINSPECTION EE REQUIRED. Prior t inspection, fee must be �., ,,' pal at 1300 Southcente Blvd., Suite 100. Ca to schedule reinspection. �'� "''` " "' ' pt No. ' Date: q, b�'„ l/ n: c": " 9: yam+• t" . ., .. ...C+..r,.:r:,s::...w� r44i.,k40141 , :Ni „V . 1 u 1„.. , ,''a, Sou ,4.1; r 4A.A;.t, J.. "::, .k..r4 .16' "r 1 ' ... ' . ‘..) Z 1— Z W . „.. r4 2 6 D -I 0 ; . INSPECTION RECORD IIIIM \ ..r. C) 0 w 0 (0 LLI ' . Retain a copy with permit D ...-cQ_- v i 111 x INS' CTION NO. PERMIT NJ / CITY OF TUKWILA BUILDING DIVISION . %V•4 u j o • . CITY OF TUKWILA BUILDING DIVISION ti I 1 w O 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 J Project: _, ) Type of I spection: • 1; LL 0 �v- ., •ACS = a t c d/' ° H _ Address: Date calle /1 .0.2/ , �;c%:ddc/( r. 2'6 0 �= x:0 ? I— Special instructions: Date wanted C . e , z ��a.m - . ) Z O CvaIr( �l�lD_ tq -_ p.m. w 1 Requester 0 �� 31 o ` Pone: r � 0tn �D ) 23c' - SZ�.2 CI— . ., 11.1 w 0 Approved per applicable codes. Corrections required prior to approval. = F " F V —„ LL Z ; COMMENTS: _U , I.) r t re eh. a / ' )Y J4. I r^er (u ► r -P o t t O 2 ) 11 I j Z ln�' 1 . ( in IrC r - �)G C . t i vim "r °'„ S ') '-. PNe INV) 0 -e CAA, s lc1ln s k.;r 1 :` k 7 - p; A a v ©4 10 I no ,I ✓„ r du) O Y'rA((c S (�� 1 : ;ti I --DO C\ R.--\-- Outiy\ )0 k sk, , r\ c k v,1 '-. \ re_ cAioarat6k( '4 Y I e4 1A 4 ' • r Q ± .r4 to ; ' 1 : * AVss 1 ' I Inspector) \2? (- Date: `''`��'•�' F �� /1 M 8 - O 1 3r a i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid .,. x' ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y' Y �&-;,:14. Receipt No: Date: IN,,(k u ' ' j' d i - . , , . ,.., , ... .. . - ' z < . ‘ i F- cc I 6 = , -J 0 ,,, , ,, „,...... L. _ .-I' ,r .. . ts.,$ L ,-, • 4 spector: Date: . ii ,f ... P .. .....)02 g 8 -2- , i 1140. : U . 47. 1 REINSPECTION FEE R QUIRED. Prior to ' spection, fee must be paid . Niw at 00 Southcenter Blvd., Su) e 100. Call to s edule reinspection. !rvi n f , R - pt No: Date: • . ,.„,7,:v-34 .v.,....,.., . ,i . , I . -ter/ r' r - - - __r • - . . -.7 . ,. @, ,. 'rF n' r,x ;' 4 v. , ,ti• s, ;m :I`r"'� . . ,F, '^;:r"...n5�7 -.•.,r"". �, , s'..'P�13 �s-*. ^,, z'. va ,, a S ,.' *., r.� _ rr ^,•,r-',r Y . ----- ---- ..r„-� 5� . .r�� ,� ,4 9 "� ,�; � {�2';. ;it +�!,�} t { "ms's,. N . r,.:: •,^'�, , '„ 0 0 N114A, � ` =J o r . City of Tukwila Steven M. Mullet, Mayor W E k----- J O r 0 T i ii�� 12' ; Fire Department Thomas P. Keefe, Fire Chief 1908 . z Hw TUKWILA FIRE DEPARTMENT U FINAL APPROVAL FORM U 0 N J I Permit No. L�- _c /'j co u WO }} u.a CO = 1._w / �. Z = Project Name / 'i T,? i - f V % l ( 7 > 1- ZO . Addre ss / '. .:2-- / A 7) - Suite # • u . D 0 O co O 1- ! Retain -- current. inspection schedule -• - = • 0 u' - Sprinklers: / . Fire Alarm: / Hood & Duct: / Halon: Monitor: .r • Pre -Fire: Permits 'j ±r-,. ate, c4/1.-4 r , . ), , ':CIA: ' Autho•rized Signature Date ' r-fr.`, =; u . �t47, ' ;r 7 c 77 7 ';,,A k `x FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 • + = ,. :3: k +i,; " ;4, % ••,rgi a Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 f ` "" 'r ... k _ :.. , vwr ..... ... ...:L: . i ------ , , __, ....._". i i . j Gfturp®ErgREng[ins@T[ingoDffiXO ; ... f CONSULTING ENGINEERS /CIVIL AND ST RUC "iURAL • I 1 t . , i 1 STRUCTURAL SEISMIC DESIGN CALCULATIONS FILE COPY 1 QQ w J U UO . u) 0 CO ■ = .-- . Zs.r , 1 I - 1 RUPERT ENGINEERING, INC. - JOB NO.: 02074 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 12 -Jul -02 ` f PROJECT NAME: H&W DISTRIBUTORS SCOPE OF WORK: ! Determine anchorage and baseplate requirements for the storage rack Z subject to seismic loading per the 1997 Uniform Building Code. , = F; -. Rack design per the Manufacturer. , Z w 6? DESIGN CRITERIA: U O (0 om Concrete Slab Thickness: 5.50 inches u) W Concrete Compressive Strength, fc: 3000 psi _1 _ I Allowable Soil Bearing Pressure: 2000 psf N Steel Baseplates, Fy: 36 ksi W 0 SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: u a - d Seismic Zone: 3 H W I= 1.00 Z� Design Method (ASD or SD): ASD ... p Z I— Soil Profile: Sd , therefore Ca = 0.36 g D IA n R = 4.4 0 N , p= 1.00 0 I— W W I Design Base Shear: I- �? u. H V = 0.205 W UBC 1630.2 (30 -5) Z U N` E = p= *Eh UBC 1630.1 (30 -1) O I E/1.4 • 0.146 W UBC 1612.3 (12 -9) Z ' Distribute force per: Fx = V * (wx * hx) / SUM (wi * hi) UBC 1630.5 (30 -15) RACK DIMENSIONS AND LOADS: . Rack Type: PALLET Rack Depth: 3.67 feet I Number of Shelf Levels: 3 , Shelf Heights per Sheet - - - Level No Weight (m) Height (hx) . " ' k l K L 4 i 1 3.25 k 18.00 . : :4 r � feet ,�."'•`�;r 2 3.25 k 14.33 feet 3 3.25 k 10.5 0 feet r ,„„ M T' ty At�Sn+ Ary .�'��Y . 0. L i or air,; 1 M; { . .4' .... - -- - -: ....+.... -_ l:.ui. -- ...... •,,.,...,..,..,.m wtr+nwa.nwn.a ................... ... .. .. ... .. ........ -. ...v.a..ufu w+ f-+, tt+ r... v. wMfi.. n' a% r"C�X?M//i'AiMbp!AVMWSitllYlF , ,1 1 i ' . I . - �.47 - ..� ,, -\ r-- RUPERT ENGINEERING, INC. JOB NO.: 02074 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 12 -Jul -02 CASE I - ALL LEVELS LOADED i Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 3.25 18.00 58.50 0.599 10.78 Z 2 3.25 14.33 46.57 0.477 6.83 < • 3 3.25 10.50 34.13 0.349 3.67 Z iF- Z tu 5 UO v 0 co I J F- W O TOTALS: 9.75 139.20 1.42 21.27 2 J u. a Mot = 1.15 *SUM (M)= 24.46 k -ft N a , Mres = SUM (W) * D / 2 17.89 k -ft H W, ( Madd = Mot - Mres = 6.57 k -ft Z H . DOWNLOAD = (Mot + Mres) / D = 11.54 k • u1 W UPLIFT = Madd / D = 1.79 k = 0 0 . 0- i 0 F- wW , i . U- ' - - : CASE II - ALL LEVELS LOADED EXCEPT BOTTOM 0 lil . 0-:. Level No. wx hx w x h Fx M I . (k) (feet) (k -ft) (k) (k -ft) Z ' . . 1 3.25 18.00 58.50 0.529 9.52 2 3.25 14.33 46.57 0.421 6.03 • " " 3 0.00 10.50 0.00 0.000 0.00 TOTALS: 6.50 105.07 0.95 15.55 Mot = 1.15 " SUM (M) = 17.88 k -ft J ' ; Mres = SUM (W) " D / 2 11.93 k -ft T• � Madd = Mot - Mres = 5.95 k -ft tf , ut u , i ...,:ir.„1,:rt,r....„,; DOWNLOAD = (Mot+ Mres) / D = 8.12 k ; .. a UPLIFT = Madd l D = 1.62 k `It�o�h3� •'':,, :i {. -y ,,�� p ■ rp, I'' 1 I 1 .. :1 .. i .t`. ..Y , i i. ....� A;. C:Y'1 k ...,. •^i::'., -t :.µ: w .L.irw.. ... .. . -- J Ir_ • ' - • \•4,J t } RUPERT ENGINEERING, INC. JOB NO.: 02074 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 12 -Jul -02 CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) • j 1 3.25 18.00 58.50 0.475 8.55 Z 2 0.00 14.33 0.00 0.000 0.00 , 1 3 0.00 10.50 0.00 0.000 0.00 = ;H Z CG . -_1 7 r _� - -- • - • ..4., , f.- r ■ • RUPERT ENGINEERING, INC. JOB NO.: 02074 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 12 -Jul -02 _ - BASEPLATE CASE I ( , , rt. • i RACK TYPE: PALLET MAX DOWNLOAD = 11.5 , . 4 Z MAX UPLIFT = .79 k COLUMN DIMENSIONS: d1 -. Z X = 3.00 inches 1 Z 1 Cc.4Q . a eff. = 1.00 inches 1 • b eft. = 1.89 inches 6 R- Q Pic^ Nn . :::,::::-,,,,. ApL eft. = 24.45 in. ^2 fp = P/A = 0.47 ksi ., MpL = 0.84 k -in ' t req'd a 0.375 Inches ` ' • ' . • __. k s.,,m,,,,00,:t,,4, ,,,,,.}4. m/;) U,O4PN 7Vz. 71 f t S.e .l'j ;"c ( t j ..'' "d) H lL -�K Wel A = 1.000 `(�,s��?"'r�� r n 0 6 7� X 13 3 i� '� . , " a * B = 0.731 �` o y C k'� '? s C = 2.193 515 t ��U ' S j 1 ` 4 y k� ntr y - r .. .. .. ., v. ,. .,,..,. iyU:.;. e. twu .w.:.e:,ri.l:'J:f.f.l:+... .. ...r r. , .t..r' 7.: , .:,.:at.,...:�i.a w.t.• . •.•.h ".. % t..'. v. a. l..t PSiCS f' m',6'31edeAfa.�liil t'!6 akYt1:. .e'le`xlh(" f.4t' a !6:'s 1 r ...." . — ‘..-Cr - -' - . o r? • 8 ' V" ,4•47 a• ''• ' +4 - . . . ■ rc .... Pc N la px.- euz-vv=.1-t-icr,-1 ...- ..* 5 ,, , .. r-oz:rr Tr) •.-Atlarl....G : . - , I P I , %.• 1 • 4, rf■ ;DLO' 437 ■ Af.:-.0 ■ (V , ', . 1 . ....[ . a. •rEF. 5 )1.5 c3;', EVM: 1 V I - ' - i - _`- r - . , -w 1 . Page 2 of 5 ER -4627 ER-4627). A length identification code letter is stamped on member, and anchors subjected to seismic loads, the threaded end of the bolt. See the length identification sys- wind loads or moving loads. tern in Table 6. 4.6 Allowable tension and shear values for Kwik Bolt -II 3.0 EVIDENCE SUBMITTED anchors in normal- weight concrete noted in Tables Data in accordance with the ICBO ES Acceptance Criteria for 3 and 4, and sand - lightweight concrete over metal profile deck noted in Table 8, may be increased Expansion Anchors in Concrete and Masonry Elements 33 percent for short-term loading due to wind or (AC01), dated January 2001. seismic forces. Use of the Kwik BolMl anchor in 4.0 FINDINGS lightweight concrete, and use of the Post Nut Kwik ' Bolt-II anchor in resisting wind and seismic forces, That the Kwik Bolt -II and Post Nut Kwik Bolt -II concrete Q anchors described in this report comply with the 1997 are beyond the scope of this report. = 1- Uniform Building Code m, subject to the following 4.7 Use of the anchors in resisting vibratory or shock ~ W conditions: loads, such as those present in supports for recip- Q 4.1 Installation dimensions and installation torques rocating engines or crane loads, is beyond the 6 U I are as noted in Tables 1 and 2. scope of this report. U O 4.2 Allowable tension and shear values are as noted in 4.8 Use of the anchors is limited to nonfire-resistive co 0 Tables 3, 4, 5 and 7. construction unless appropriate data are sub- W = mitted to demonstrate anchor performance is I•- 4.3 Calculations justifying that the applied loads coin- maintained in fire conditions. U) tt_ ply with this report are submitted to the building of- O tidal for approval. 4.9 Use of the carbon steel anchors is limited to dry, in- W terior locations. Use of the stainless steel anchors 2 4.4 Special inspection is provided as set forth in Sec- is permitted in exterior - exposure or damp environ- g ,- lion 2.4 of this report meats. u- Q 4.5 Anchors are limited to installation in uncracked 4.10 Anchors are manufactured by Hilti, Inc., at 5400 u) CI concrete. Cracking occurs where f due to South 122nd East Avenue, Tulsa, Oklahoma, with H W service loads or deformations. Examples of when quality control inspections by Underwriters Lebo- Z = cracking may occur include, but are not limited to, stories Inc. (AA -668). — ~ anchor location in tension zone as the concrete Z 0 member, anchor location in settling a concrete This report is subject to re- examination in two years. W W TABLE 1— INSTALLATION SPECIFICATIONS O CO ANCHOR SIZE 1" ' SETTING DETAILS I /4 inch 3 /8 Inch 1 /2 Inch 3/4 inch 3 /4 inch 1 inch = W ' Drill bit size = anchor diameter (inches) 1/4 3/ 8 1 /2 5 /8 3 /4 1 I — H Depth of embedment (minimum/standard) (inches) Ills I 2 1 1 2 2 1 3 2 I 4 3 1 4 41/2 I 6 1L O Wedge clearance hole (inches) 5 /t6 7 /I6 9 /16 11 /16 13/16 11/3 Z Anchor length imax (inches) II /4 W min g ( )C nches ) 41/2 Cl) 2 2 s 7 2 a 7 3 2 10 4 z 12 6 12 U _. Thread length std./extra thread length (inches) 3 /4 3 7 /8 4 1 4 1 4 1 4 2 41 /2 O 1 Installation: Torque Sta steel 4 20 30 75 150 200 guide valued Carbon steel: Min. embedment 4 20 30 75 150 200 Z (f. lb.) Carbon steel: Std. embedment 7 25 45 95 225 325 Min. base material thickness (inches) 3 or 1.3 x embedment depth, whichever is greater For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 1 lnstallation torques are applicable for all anchor installations unless noted otherwise in this report TABLE 2— ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL- WEIGHT CONCRETE ANCHOR SIZE 1 DESCRIPTION 1 /4 inch 3 18 inch 1 /2 Inch 6 /e Inch 3 /4 Inch 1 inch Embedment: minimum/standard (inches) 1 2 15 /8 . 2 2 3 2 4 3 4 4 6 S Spacing required to obtain maximum workingload(inches) 2 4 3 5 4 7 5 8 6 9 9 12 5,,,1„ Minimum allowable spacing between anchors (inches) 1 2 1 2 2 3 2 4 3 4 4 6 M,,. Edge distance required to obtain maximum working Shear 3 3 4 4 6 6 8 8 9 9 13 131 /2 r I. load (inches) Tension 13/ 3 21/ 33/ 33/ 51/ 41/ 6 47/ 71/8 6 9 �. : � MMro Minimum allowable edge Shear 1 1 21 /2 21 /2 3 3 4 8 8 8 4 4 4 6 631 4 q gill ti . Vi. .7 >veN 4 distance (inches) Tension 1 /8 2 1 2 2 3 2 4 3 4 4 6 ` _ Y For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. "s _ r „ Data in this table and the footnotes apply to all anchors covered in this report.': =' . When using M,,,/„ for a load that is shear, reduce the allowable load by 50 percent. MAP �,:, , 3 When using M for a load that is tension, reduce the allowable load by 20 percent. t.s. ' tor Sand M of anchors with actual embedments between the listed embedments, use linear interpolation. %,?Jr: ?. E 0',;; . 5 For S and M of anchors with embedments greater than the deepest embedment listed in this table, use the value for the deepest embedment listed. ��` 6 When using S reduce the allowable tension load by 30 percent. '',. ", g Sw 7 When usin reduce the allowable shear load by 30 percent. "'t :; 44.W. `117.S' Y 174i* 1 ..-,.. .,.— ...w.........._a.: -. _,,,,. .. ».... s....un. r.-.: ni4 ]<.vt'+'.df csic#IMP'1ulti1 inrIt ".RFim* ICBO Evaluation Service, Inc. Accredted by the American National Standards Institute ( • • 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 • 14 • ". A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER-4627 Copyright © 2001 ICBO Evaluation Service, Inc. Reissued February 1, 2001 Filing Category: FASTENERS — Concrete and Masonry Anchors (066) Z KWIK BOLT - AND POST NUT KWIK chor embedment by at least two anchor diameters, to permit ' I Z BOLT - CONCRETE ANCHORS overdriving of anchors and to provide a dust-free area. The W HILT!, INC. anchor must be hammered into the predrilled hole until at Q C4 2 5400 SOUTH 122ND EAST AVENUE least six threads are below the surface. The nut must be tight- UJ TULSA, OKLAHOMA 74146 ened against the washer until the torque values specified in U O 1.0 SUBJECT Table 1 are attained. Minimum embedment depths edge dis- ❑ tance and spacing requirements are set forth in Tables 1 and u W Kwik Bolt -II and Post Nut Kwik Bolt -II Concrete Anchors. 2. W I 2.3.2 Post Nut Kwik Bolt - II: H oles are drilled into the con - 2.0 DESCRIPTION N W crate using carbide-Upped masonry drill bits complying with p 2.1 Kwik Bolt - II: ANSI B212.15 -1994. The drill bit diameter must be the same W } Kwik Bolt -11 (KB -II) concrete anchors consist of a stud, as that of the anchors. The drilled holes must exceed the 2 ?.- wedge, nut and washer. The stud is manufactured from a car- depth of anchor embedment by approximately two anchor di- f Q b on or stainless steel material. The carbon steel Kwik Bolt -II ameters, to permit overdriving and to provide a dust -free stud is made from AISI 1038 or AISI 1144 materials. The area. The anchor is tapped into the hole until the post -nut V1 d wedges are made of AISI 1010 steel, except that KB-II head touches the material to be fastened. The post nut is then I W 3 /4- by -12, KB-II 1 -by-6, KB-II 1-by -9 and KB -II 1 -by -12 an- loosened by two complete turns and the anchor is again I chors haveAlSI 304 (stainless steel) wedges. All carbon steel tapped until the post nut is again in contact with fastened ma- Z I i components are zinc - plated. Each component of the stain- teriai. The post nut is then hand - tightened with a screwdriver. Z 0 less steel Kwik Bolt-II anchor is made from either AISI 304 or Minimum embedment depths, edge distance and spacing re- W AIS1 316 material. quirements are set forth in Tables 1 and 2. W The stud consists of a high - strength steel rod threaded at 2.4 Special Inspection: D ❑ the upper end. A normal threaded KB -II has a thread length Where special inspection is required, compliance with Sec- p - equal to or less than three bolt diameters, while a long lion 1701.5 of the code is necessary. The special inspector ❑ F_ threaded KB-II has a thread length greater than three bolt di- must be on the jobsite continuously during anchor installation W W ameters. The tapered mandrel has an increasing diameter to- to verify anchor type, anchor dimensions, concrete type, con- U • ward the anchor base, and is enclosed by a three - section I -- crete compressive strength, predrilled hole dimensions, an- i-- wedge freely moves around the mandrel. In the vertical chor spacing, edge distances, slab thickness, anchor embed - 9 Q direction, the wedge movement is restrained by the mandrel ment and tightening torque. Z taper at the bottom and by a collar at the top of the mandrel. W f t, ! When subjecte to torque, the wedge is forced against the 2.5 Design: •U = wall of the predrilled hole to provide the anchorage. Allowable 2.5.1 General: Allowable shear and tension loads are as set E- tension and shear values in normal- weight concrete are forth in Tables 3, 4, 5, 7 and 8. Z shown in Tables 3 and 4 for the carbon steel and stainless 2.5.2 Combined Loading for Kwik Bolt - Anchors in Nor- steel anchors, respectively. Allowable tension and shear val- mal weight Concrete: Allowable loads for Kwik Bolt -II an- ues for lightweight concrete are shown in Tables 5 and 8. The chors subjected to combined shear and tension loads in nor- head configuration. Allowable tension and shear values for V = applied service shear load. carbon and stainless anchors in 3,000 psi (20.7 MPa) normal - weight concrete are shown in Table 7. The anchors are illus- Vt = allowable service shear load. trated in Figure 2. 2.6 Identification: 2.3 Installation: The anchors are identified in the field by dimensional charac - 2.3.1 Kwik Bolt - II: Holes are drilled into the concrete using teristics and packaging. The packaging label indicates the , .: carbide -tipped masonry drill bits complying with ANSI manufacturer's name and address and the size and type of ice► ,, B212,15 -1994, The drill bit diameter must be the same as that anchor, the name of the quality control agency (Underwriters = k , of the anchors. The drilled holes must exceed the depth of an- Laboratories Inc.) and the ICBO ES report number (ICBO ES :iiiirr:-. f � ' I Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report d•;,--;,-.,-,- ,, ,,,1 is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- Y -.. ;;}" "" "`'"; a = ; dation for use of the subject report �; '" `fit 7 1 This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the 1. test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty byICBO Evaluation Service, Inc., express %4 ; .,, or implied, as to any " Finding "or other matter in the report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability. Page 1 of 5 !II,.* t om ' ' ..rf . „,,, J : Y ,f �,, ;.,, 3'Yt ,! , . ,. , . •':: ` �. , :. k I' .. . I '� .Kil'd•• .. M t ^: Y, �A 7'K'r�'! •,: S Xf '' r r+� 3 .fi ' ?' t 6 x'} .. , .i . t. . i+ . "M1, ..t r%: ■ "f �'' d'.{�•�t:. , : } ...•7. ; h: ' f . � Wb�.i'T4: "n.: � ..�w ' rjs �fvf ��," � {I'k 'i t 1' �'' =: . A /nY:'.V �,� yp✓ �..;N��'ti�ti / i'y'}�� �'Y - _ . .•• . Page 3 of 5 ER -4627 • TABLE 3-CARBON STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL- WEIGHT CONCRETE • 4' =ZPi 4' 3,004P1 4' = SAP Psi 4' PM PIS ANCHOR ANCHOR Tension Tension Tension Tension �_ lie) SAP. SR SW Show SR Saba- Sy Yip. Shur SP.InsP. $ m9. Shelf SR bsis SR ibis Shoat 1 245 120 400 300 150 400 350 175 400 430 215 400 1 /4 2 525 265 400 550 280 400 590 295 400 625 315 400 3 625 315 400 625 315 400 625 315 400 625 315 400 1 500 250 925 605 300 975 710 355 1,025 800 400 1,025 Z 3 /8 2 1,125 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 < • 4 1,190 595 1,100 1,235 615 1,100 1,285 640 1,100 1,450 725 1,100 .= Z 2 860 430 1,810 960 480 1,840 1,065 530 1,840 1,625 815 1,840 t 2 1 /2 3 1,750 875 1,840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 6 = 6 1,950 975 1,840 2,165 1,080 1,840 2,375 1,190 1,840 2,625 1,315 1,840' 2 1,425 710 2,875 1,685 845 2,875 1,950 975 2,875 2,500 1,250 2,875 U) C5 5 /8 4 2,180 1,125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,965 3,125 U) W 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 i H 3 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 V) LL 3 /4 4 2,750 1,375 4,225 3,625 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 I D 0 8 3,750 1,875 4,225 4,625 2 4,225 5,500 2,750 4,225 5,925 2,965 4,225 2 4 2,930 1,465 6,625 3,650 1,825 7,125 4,375 2,190 7,625 4,360 2,180 8,625 g J 1 6 3,990 1,995 8,625 5,310 2,655 8,625 6,625 3,315 8,625 7,875 3,940 8,625 U. Q 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 8,625 10,000 5,000 8,625 N Cil I For SI: 1 inch = 25.4 mm, 1 psi = 6.9 kPa, 1 lb. = 4.45 N. I- _ 'See Table 2 footnotes. Z F.. 2 Allowable loads may be increased by 33 percent for short-term loading due to wind or seismic forces. I„_ 0 3 Only the long- threaded style KB -II anchor installed at this embedment depth is permitted to be used to resist shear due to wind or seismic forces. Long threaded style Z I -- KB-II anchors have a thread length greater than three bolt diameters. W W TABLE 4- STAINLESS STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (In pounds), NORMAL - WEIGHT CONCRETE O N c H • E' =2;080. 4' u3,000Psi 4' -40200 4' =4cooPe' MOM ' ANCHOR Tinian Tension Tension Tension = ll.l • OYIETD EIH I B W oI PM Moot woot with Mad IMO wtrroul 1- V p _I Imo M ) SR SR Shut SRhv mP SR Sheer SR IuR SP. Ins Show R Sh SR m IssR SR Show L L I- 1 170 85 525 230 115 540 245 120 550 350 175 550 , Z 1 /4 2 425 210 550 500 250 550 500 250 550 520 260 550 U ,I N 3 520 260 550 520 260 550 520 260 550 520 260 550 0 = 1 400 200 825 460 230 950 515 260 1,075 625 315 1,150 0 I- 3 /8 2 875 440 1,250 1,025 515 1,250 1,175 590 1,250 1,350 675 1,250 Z • 4 1,000 500 1,250 1,145 625 1,250 1,350 675 1,250 1,350 675 1,250 2 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1,250 625 2,085 1 /2 3 1,250 625 2,085 1,625 815 2,085 2,000 1,000 2,085 2,250 1,125 2,085 6 1,375 690 2,085 1,765 880 2,085 2,150 1,075 2,085 2,550 1,275 2,085 i • 2 1,020 510 2,625 1,250 625 2,875 1,475 735 3,125 1,800 900 3,125 5 /8 4 1,730 865 3,125 2,220 1,110 3,125 2,715 1,355 3,125 3,000 1,500 3,125 7 2,250 1,125 3,125 2,825 1,415 3,125 3,425 1,715 3,125 3,425 1,715 3,125 3 1,450 725 2,700 1,825 915 3,100 2,200 1,100 3,500 2,450 1,225 4,500 3 /4 4 2,350 1,175 4,225 2,990 1,495 4,365 3,625 1,815 4,500 ' 4,375 2,190 4,500 8 2,750 1,375 4,500 3,500 1,815 , 4,500 4,250 2,125 4,500 4,800 2,400 4,500 4 2,300 1,150 5,700 2,850 1,425 6,350 3,400 1,700 7,000 4,500 2,250 7,000 1 6 3,740 ' 1,870 7,000 4,930 ' 2,465 7,000 ' 6,120 3,060 7,000 . 6,875 3,440 7,000 9 , 5,250 2,625 7,000 7,075 3,540 , 7,000 8,800 4,400 7,000 8,800 4,400 7,000 For SI: 1 inch = 25.4 mm, 1 psi = 6.9 kPa, 1 lb. = 4.45 N. 4 'See Table 2 footnotes. ^ * Y by P g .r.~,., 2 Allowable loads may be increased b 33 /3 percent for short -term loading du to wind or seismic forces.9 . 3 Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. ' w • ° gat ��w7ii„r ;;;. r Ala COM '::: 4 ... ,.. u. ,.,. ., » ................ _... ..... ...._...._......... _...,..... .... ... ... .. .. ..,. ...,.,.. ... . .,..c,,,..M.ev+.xn. «rr•mrr .rt;x..tnr. ,.5 'x'(.?'K ,,'tRa_ X`�}}' e 31 1 • ■ • • Page 2 of 5 ER -4627 ER- 4627). A length identification code letter is stamped on member, and anchors subjected to seismic loads, the threaded end of the bolt. See the length identification sys- wind loads or moving loads. tern in Table 6. 4.6 Allowable tension and shear values for Kwik Bolt -II 3.0 EVIDENCE SUBMITTED anchors in normal- weight concrete noted in Tables D ata in accordance with the ICBO ES Acceptance Criteria for 3 and 4, and sand - lightweight concrete over metal Expansion Anchors in Concrete and Masonry Elements profile deck noted in Table 8, may be increased (AC01), dated January 2001. 33 percent for short -term loading due to wind or seismic forces. Use of the Kwik Bolt -II anchor in 4.0 FINDINGS lightweight concrete, and use of the Post Nut Kwik Z That the Kwik Bolt -{I and Post Nut Kwik Bolt -11 concrete Bolt -II anchor in resisting wind and seismic forces, are beyond the scope anchors described in this report comply with the 1997 y of this report. Z Uniform Building CodeTM, subject to the following 4.7 Use of the anchors in resisting vibratory or shock Ili c CL onditions: loads, such as those present in supports for recip- ¢ 4.1 Installation dimensions and installation torques rotating engines or crane loads, is beyond the J U are as noted in Tables 1 and 2. scope of this report. U 0 4.8 Use of the anchors is limited to nonfire- resistive 0 4.2 Allowable tension and shear values are as noted in Tables 3, 4, 5 and 7. construction unless appropriate data are sub- W i i mitted to demonstrate anchor performance is — I— 4.3 Calculations justifying that the applied loads corn- maintained in fire conditions. N U.. ply with this report are submitted to the building of- !11 0 ficial for approval. 4.9 Use of the carbon steel anchors is limited to dry, in- > - i tenor locations. Use of the stainless steel anchors l- 4.4 Special inspection is provided as set forth in Sec is permitted in exterior - exposure or damp environ g _� tion 2.4 of this report. ments. u- 4.5 Anchors are limited to installation in untracked S a concrete. Cracking occurs where f z f d to 4.10 Anchors are manufactured by Hilti, Inc., at 5400 = 9 r r South 122nd East Avenue, Tulsa, Oklahoma, with I-- W service loads or deformations. Examples of when Z cracking may occur include, but are not limited to, quality control inspections by Underwriters Lobo- Z ratoriies Inc. (AA -668): anchor location in tension zone as the concrete member, anchor location in settling a concrete This report is subject to re -examination in two years. W W D TABLE 1— INSTALLATION SPECIFICATIONS 0 O I— : ANC14OR SUM 11.1 SETTING DETAILS 1 /4 inch 'I Inch 1 /2 Inch 51 e Inch 3 /4 inch 1 inch I u,l Drill bit size = anchor diameter (inches) 1/4 3/ 1 /2 5 /8 3 /4 1 1-- V Depth of embedment (minimum/standard) (inches) 1 2 1 1 2 2 1 3 23/4 I 4 3 1 4 41/2 I 6 V" O ' Wedge clearance hole (inches) 5 /l6 7 /I6 9 /16 l l/l6 13/ 11 / Z Anchor length minJmax. inches 1 4 2'/ 7 2 7 3 10 4 12 6 12 W co , g ( )( ) 4 2 8 4 2 2 V Thread length stdJextra thread length (inches) 3 /4 3 T /g 4 1 4 1 4 1 41 /2 2 41 /2 I. H Installation: Torque Stainless steel 4 20 30 75 150 200 Z guide values' Carbon steel: Min embedment 4 20 30 75 150 200 (ft. lb.) Carbon steel: Std. embedment 7 25 45 95 225 325 Min base material thickness (inches) 3 or 1.3 x embedment depth, whichever is grater For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Installation torques are applicable for all anchor installations unless noted otherwise in this report. TABLE 2—ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL - WEIGHT CONCRETE 1,2,3,4,5, s ,7 ANCHOR S12E DESCRIPTION 1 /4 Inch Ns inch 1 12 inch 5 /s Inch 3 4 Inch 1 inch Embedment: minimum/standard (inches) 1 /8 2 1 2 2 3 2 4 3 4 4 6 S Spacing required to obtain maximum working load (inches) 2 4 3 5 4 7 5 8 6 9 9 12 Smin Minimum allowable spacing between anchors (inches) 1 /g 2 1 /g 2 2 3 2 4 3 4 4 6 1 M. ,. Edge distance required to tit ,, ,. obtain maximum working Shear 3 3 4 4 6 6 8 8 9 9 13 13 'K ' . , load (inches) Tension 1 3 2 3 3 5 4 /g 6 4 7 6 9 { , 3 3 I l 3 3 l 1 7 7 3 3 #y $> I, ' M,,,/„ Minimum allowable edge Shear 1 1 /4 2 /2 2 /2 3 /8 3 /g 4 /g 4 /8 4 /g 4 /8 6 /4 6 /4 :.rte. 5� �•;, j _ distance (inches) Tension 1 /8 2 1 2 2 3 2 4 3 4 41/2 6 U.", ,, For SI: 1 inch = 25.4 mm,1 lbf = 4.45 N. ;,�,,,., .,,.' , f. - Jr 'Data in this table and the footnotes apply to all anchors covered in this report. u' ``�ir : '' ' 2 When using M for a load that is shear, reduce the allowable load by 50 percent =� , + .,; > 3 When using M for a load that is tension, reduce the allowable load 20 ercent ' q' '' ",-1:• 7 > " , 4 For S and M of anchors with actual embedments between the listed embedments, use linear interpolation. _ n�.: ^. .t e ,, a. , 5 For Sand M of anchors with embedments greater than the deepest embedment listed in this table, use the value for the deepest embedment listed ,.9 -- 6 When using S reduce the allowable tension load by 30 percent III,,i ?When using 5,,,1,,, reduce the allowable shear load by 30 percent. '.( %':g t:4 1, i'.iA 63.`'4: 4 krne .' .. _.... -.. ... _._,.— .............. ..... r. nn, wro. u. qa.. wnn. e: inYUF.. A' rn'. Www., rt.',+ Y:. S !1'7kM7!1:iM��!4?}7S14f;+A5i.. 1'..". 1. • hib �. ( , s - r- - r ■ \•� / , 01415 DESIGN LOADS AND CRITERIA ' --••••t — � =�r 'r • Z ^ 4./ STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any z specifications for this project. z re W 2 During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide o o adequate lagging, shoring, bracing, guys and protection of adjacent property, ° N W structures, streets, and utilities in accordance with all national, state, and local safety ordinances. w o DO NOT SCALE DRAWINGS. LL All information shown on the drawings relative to existing conditions is given as the w best present knowledge, but without guarantee of accuracy. Where actual conditions z conflict with the drawings they shall be reported to the Engineer so that the proper o revisions may be made. Construction modifications shall not be made without written W approval of the Engineer. o - Install permanent plaques of not less than 50 square inches in area in one or more conspicuous locations showing the maximum permissible loading per UBC Section i 2222.5. LL o Lii z o N DIVISION 1 - GENERAL REQUIREMENTS o I.. . z 01312 PROJECT COORDINATION The Contractor is responsible for coordinating the work of all trades and shall check all . dimensions. The Contractor shall ensure that subcontractors and fabricators receive all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. 01412 BUILDING CODES Uniform Building Code (UBC) 1997 Edition''.,: Washington State Building Code a �`!'� (Washington Administrative Code (WAC) Chapter 51 -30) 4 c �[��}"��' A4rr 1 {��y} i;?,, }.'hi4 Y¢ S. 3r. -. r: _...r ......... ....._:c..._ .:.+ -_ _ r .... ......, .. ..v,.,. .rn +w.o.•r� -,. ..v,.,...,._... ,.,...,w,....,.., „..,.e.... - . o no-!.,.r4nr,.y+.n,KV,rw+,arte: arts. ketuwrm. m3rr ^1WKV»;4lnvtY}41i :.]•. 'S . te r %••.Y • ) ERM1T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -213 DATE: 07 -24 -02 PROJECT NAME: H & W DISTRIBUTORS z SITE ADDRESS: 1 2 ~ w 8 21 ANDOVER PARK WEST re L X Original Plan Submittal Response to Incomplete - Letter - # , • • U O tL O l Permit Center Use Only t N U — INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z i TUES /THURS ROUTING: 1 Please Route v❑ Structural Review Required ❑ No further Review Required ❑ j REVIEWER'S INITIALS: DATE: ■ . APPROVALS OR CORRECTIONS: DUE DATE: 08-22-02 ' Approved ❑ Approved with Conditions 1d Not Approved (attach comments) ❑ Notation:'„ REVIEWER'S INITIALS: DATE: ' { 1 . Permit Center Use Only pin !^� � ti �? CORRECTION LETTER MAILED: tr 5 • 5 Y ?J w - j, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff hiitials:$;,3t . PERMIT COORD ,,,,,1; COPY i S 4 Documents/routing slip.doc j' %J Y ' ; T + kKp 9tbM1 nuxwca�t». ns• wr»r .*r...Aw....r....•,,.:..o.+ -.. <.w....:..v.e ....ua.� .,,,,,. ... . , . , ,., , i,�..hw,+�nv- uvrwFr. .vr tllMt,.ro.Nx "'�{I • • 1 • I - - t. -r" - - s. P i I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -213 DATE: 07 -24 -02 PROJECT NAME: H & W DISTRIBUTORS z SITE ADDRESS: 18221 ANDOVER PARK WEST 1- w X Original Plan Submittal Response to Incomplete Letter # v v 0 0 Response to Correction Letter # Revision # After Permit Is Issued w = J (— – W 0 r DEPARTMENTS: g a Building Division X Fire Prevention ❑ Planning Division ❑ = C! . Public Works ❑ Structural ❑ Permit Coordinator ❑ 1- W Z= f- Z O W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -25-02 2 O Complete FP Incomplete ❑ Not Applicable ❑ O - . 0 1— Comments: W W . I— .9 Permit Center Use Only lil Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: — _= F- Departments determined incomplete: Bldg ❑ Fire El Ping 1:1 PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required git , REVIEWER'S INITIALS: (Ci DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-22-02 Approved ❑ Approved with Conditions fif Not Approved (attach comments) ❑ Notation: :uv V --- ( REVIEWER'S INITIALS: DATE: , ,, , :i Permit Center Use Only r� * a CORRECTION LETTER MAILED: 1,M ' r • Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: g . . ,N (;1 51, , :.,: iY :•�1lf It 1 Documenls/roulingslip.doc �` 2 -28 -02 �"y''A S W.fx , NillaillIONIIIIIiinia .4� .. >.' W,.r I( .. �.� f1 ..: GSJ..t irs4f4f.,:,'e:SIW ; iA a;�A'i :Ni21:i� .• u11 '• tA�'ipn +NV(w:e . 1 1 , : 1 ( PERMIT NO.: j 2-1, .`", TENANT NAME: , ,44 D BUILDING PERMITS Petc, INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status I k 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up ,(W 10005 All permits, insp records & approved plans available < 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected H Z • 0 50 WSEC Residential • ❑ 10007 All structural welding shall be done by WABO certified til ❑ 60 WA Ventilation/Indoor AQC inspector ¢ high-strength 70 NLEA Inspection/Modular Struct ❑ 10008 All high- sngth bolting shall be special inspected -' UO . 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected 0 n Marriage Lines . ❑ 10010 When special inspection is required...notify Tukwila ul 90 Rested Building Division W I I ❑ 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report u) u_ ' ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation w O ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid M ' ' ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment , ❑ . 300 Concrete Slab/Slab Insulation ❑ 10015 Engineered truss drawings & talcs shall be on site Q 1 0 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have to 2 400 • Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation F w 450 Plyw Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire 500 Roof Sheathing Nailing retardant class of roof • Z 1 525 Plywood Deck Nailing !}' 10019 All construction to be done in conformance w /approved Z 0 ❑ 550 Exterior Wall Sheathing plans W ill ❑ 600 Masonry Chimney ? 0 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project U , 700 Framing ❑ 10021 All food preparation establishments must have King Co O co 750 800 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 0 1-- Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete (Li W • 801 Wall Insulation 10024 All spray applied fireproofing shall be special inspected �? 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated tL ~O ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected Z 0 815 Lighting and Controls is 10027 Validity of Permit U Cl) ❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit _ ❑ 1000 Interior Wallboard Fastening O ~ ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div Z . 0 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat 0 1120 Pre -Demo concrete ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ik all 1400 Final-Fire compliance with King Co Health Dept. , IR 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final- Reroof ❑ 10036 Manufacturers installation instructions required on site 3100 Site Visit 4000 Special- Concrete ❑ 10038 A C of O will be required for this pennit ❑ 4001 Special-Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special- Mom/Resist Cone Frame ❑ 4003 Special-Reinf Steel Prestress . ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special- Welding ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 10042 Fuel burning appliances `!, ❑ 4007 Special-Reinf Gypsum Concrete ❑ 10043 Appliances, which generate '; ', J ❑ 4008 Special- Insulating Conc Fill ❑ 10044 Water heater shall be anchored ,, < <' , .., 4 ❑ 4009 Special-Spray Fireproofing ❑ 10045 Reroof Ciimmitl l CI 4010 S ial-Pilin , Piers, Caissons ❑ "Anchoring — All new construct and substantial , 1 ❑ 4011 Special- Shotcrete improvement shall be anchored to prevent flotation" ' �; ; � ; • ❑ 4012 Special- Grading, Excav/Fill clos, , 4013 Special-Retaining Wall I � �� ' O 4014 Special-Panels Plan Reviewer: f L Date 2 �� "�xf . •, 1 ❑ 4015 Special-Smoke Control System 1 I , , ••s `° `'' Permit Tech: Date: t / "f�• � ` ��� � � �`° , - , 1_' 1 p :» �,'.. '..:f'.,.m =16..;, .s :.ut, :.hps;l,_: ,:: :..; q,. 1r. :Re:iut::.rif.VMC'nLaii.C.ew " 'P?kkH'ARif ... • t:.z:..wkS tuo. nxax=. �n,,. ..... .....................,.... ........,.._............. .. ...,.• . .., .... ._ ..... .... .. , ......... ... . .. . ........_... ... .. .. .... .. - c — -- , i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -213 DATE: 07 -24 -02 PROJECT NAME: H & W DISTRIBUTORS z SITE ADDRESS: 18221 ANDOVER PARK WEST $ z ce w X Original Plan Submittal Response to Incomplete Letter # v 0 0 0 Response to Correction Letter # Revision # After Permit Is Issued CO w J = N LL N O W } 2 i DEPARTMENTS: Q O Building Division ❑ Fire Prevention K Planning Division ❑ = d Public Works W ❑ Structural El Permit Coordinator ❑ Z H ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-25 -02 g uj U O Complete ❑ Incomplete ❑ Not Applicable ❑ O — i 0 (— Comments: = W . I— - IL O Permit Center Use Only l.. Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U O 1— Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z ■ TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-22-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: i ' r le REVIEWER'S INITIALS: r /L' DATE: 1/30161.2 Ve 40 - Permit Center Use Only CORRECTION LETTER MAILED: ' . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' ' iitt k.:,n4;y S It } j fi!y -t Documents/roulingslip.doc CZ. 2-28-02 Mf4 ; ,M....v........_<_ "::'. :.:.' . :... 1 1 - ..- . "...0 r - , . , • Z .„ . r‘ 2 . . . ... , • .,. .....1;..', ''. . .,. . . ''.....' ,... 0 0 .: .: .....:' ....,:f:,....-- . •', '':::',....'' *. . ••:',...- ....../.. - . , W 0 ..::, ...'...'... .. . W u.1 W I I , ., - .•• . -i i_ ••":::.:,' .. • W u_ . • , ..._ :3 IL < ''.• 11:)EPARTMENT OF LABOR AND INDUST, ES co — 0 i I . Z ,., E, D ' AS .'PRc PIVAL,IDTEyD BY LAN p„s CONST CONT. • SPE , ,. s , .„ • , , . , . . - . ',-.... ' . . • - • . • . . . I- - 0 REGI STER ,.., -, LAB LLI uj .) - - --' - --:-;--'-.;'f'gtrt:,_- ,--, , -- - - - - ., ., „...,;,., 2 D , D ,„, DEPARTNII-2.-N1-01:7:- - AND IN DUS1 liII..;;•) . ..•••• 0 0 - ,.• Ca 1-.. . . 1:.,EnGiIsrSrTT:2).11,Dr AgELliovAITED BY LAW AS u.i uj • i 0 • ... • . , I: • .' ' ' REGI ST . .•• # . - . EXP ,•,--,••,,..., S..;, • - ' '1,98 jgf/i 02 / 14 / 2004 C01.., 'CEDW- , . , .. •DATE . .. Z • • , . : . i V .■ I., .1 ,i • ..... A . • , 1 I • gEFEc Tivg . „ . ‘ ...,•: ':,,.,.... ' / 14 /2002 0 1- . CEDAR RECYCLING INC , . • • . . '• 411 W VALLEY HWY . S s. . . , • ..... PACIFIC WA 9804'7 . . . , . • ' - • ,,. , ' . • , • •,. • ..• .. • . ''' • :,...': , .. ., . ... • . ,, . • .• , . i'l;":'----1 ••• ' . .., ... . , • . • • •' . ' k, •41-..f,' / 0:3 k.•`-e;, . ..,'::::'.' ' • . , . . ,.. ..• . .- ...:',:.. . .., . , . ... ' ' . . , . ,... acjii... . 4 - - i • rack layout plan key plan revisions wide rack details base plate detail