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HomeMy WebLinkAboutPermit D03-064 - MAGNOLIA HI-FI - STORAGE RACKSMAGNOLIA HI -FI 16600 SOUTHCENTER PARKWAY D03 -064 �.ev��awrtvwW+4:�M�V City of TAwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049137 Permit Number: D03 -064 Address: 16600 SOUTHCENTER PY TUKW Issue Date: 03/13/2003 Suite No: Permit Expires On: 09/09/2003 Tenant: Name: MAGNOLIA HI -Fl Address: 16600 SOUTHCENTER PY, TUKWILA, WA Owner: Name: CAPITAL & COUNTIES USA INC Address: 100 THE EMBARCADERO STE 200, SAN FRANCISCO CA Contact Person: Name: WENDY SHI Address: AKB ENGINEERS, INC, ONE UNION TOWER Contractor: Name: T M CONSTRUCTION CO Address: PO BOX 20820, SEATTLE, WA Contractor License No: TMCON * *195JG Public Works Activities: doc: Devperm DEVELOPMENT PERMIT D03 -064 Phone: Phone: 206 381 -9900 Phone: 206 - 283 -6205 Expiration Date: 01/30/2004 DESCRIPTION OF WORK: ATTACHING A TOTAL OF 13 RACKS TO EXISTING CONCRETE FLOOR AND EXISTING CONC WALL WITH 1/2 " DIA EXPANSION BOLTS. Value of Construction: $0.00 Fees Collected: $118.76 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 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 Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** Printed: 03 -13 -2003 ' 00;1:013100 • t4 . o •.,w:. a<:w�:G T u,9Ga. :9i&�i 1C1S %'),'am:;s:eui A .:�io City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: 3 PJ{AjJ i' 4 Y'LLi t Av Print Name: 1v Pi 61 � P, L' 0/ 1 • % e Date: 0 // 3 /03 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -064 Printed: 03 -13 -2003 ...is�ia. iii.+ ,t- '.Mi1R /3:ox.Y+i•dtJ:Lilu` '� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049137 Permit Number: D03-064 Address: 16600 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 02/27/2003 Tenant: MAGNOLIA HI -FI Issue Date: 03/13/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 maintained and available until final inspection approval is granted. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: ** *FIRE DEPARTMENT CONDITIONS * ** 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 8: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 9: Maintain fire extinguisher coverage throughout. 10: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 11: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 12: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) 13: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 14: * ** EXITS * ** - UFC Article 12 15: 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) 16: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 17: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 18: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 19: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4- 5.5.3.1) 20: 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 to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 21: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 doc: Conditions 003 -064 Printed: 03 -13 -2003 z �z re w 6 00 NO J H CO Li. w 2 = W z H O z t-- MI Li) � 0 U O — C] I- wW H � I I Z LU ▪ = 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 22: 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 until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 23: ** *STORAGE PRACTICES * ** - UFC Article 81 c 11 24: 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) 25: 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 applications for such permits. (UFC 8101) 26: 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 13) 27: 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) 28: 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 sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 29: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details pertaining to design and installation standards. 30: Storage of combustible materials in buildings shall be orderly and maintained not less than two feet from the ceiling and not less than 18 inches below sprinkler heads deflectors. (UFC 1103.3.2.2) 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I 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: doc: Conditions AjQhLk/ 1A-1 Print Name: tk) Oki 12y D03 -064 Date: /0/( Printed: 03 -13 -2003 erar:r:,. • ' 11 a�� FEB 25 '03 02:24PM TUKWILA DCD /PW CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98168 P 2/5 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. '"Please Print'* King Co Assessor�'s Tax No.: b boo G 4? 1� W 1 �e� L ,2 w - t � ite Number: Site Address: New Tenant: ❑ ,,,, Yes t ..No Tenant Name: Property Owners Name' P1.IA,o F t Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: U) Vp /liutionttpemtit appliexior+ (l-Z003) 172003 vloUGt, tit - Ei nginit 4 11 • " , pr 1} ° ''t'�': �' � . � 1Y �� r O Page l Floor: �(.+�zt� (�a • r. )t City State Zip Name: __AA)) Mailing Address: A' ' r ti"�" < ^nxr,� Tn)i`f, 7 ' Gi 41 P., Day Telephone: (2 O) 3A I — x-10 O . o i 1 n t [ S, City S ta a Zip !fig 6 o l tuA Fax Number: (2.06) -35 ( — q./t) I ` 6 E -Mail Address: F ' � , . t 1; ' �`Y.rIYA�•'• , � t'r l � Q4fr � .. r .tC•y A r f �, t + 4 � I�"s, y� '� ®� �' � r ® yM,� n� �� 7� y / tyi��� � S � � e1( i ��Y�F I •• ' �F,i:;t�`�j •n !e } � ; �t •• ,� l ' ,•"• ; �'� ~ tT, . •'C� ° �� t d_ lY����h• :IC „‘,!„,,,,„:40 ' . { ,�r! ' •,�• �. •��ti � � 1 �• ( 1 4< �y ti ,c tr L f R' 1 t 1�P • 1. II ✓ r• r Lc ' I gj� , n , { +.�7 �j ( Y ',• W h . r ((iSi. �'•. ,�,��.� �;' ��,i,• f.•,i C,4 \, .t •u• �4 lli Air 7�((.•,�(.( ( 1.•1 1.. e. 1 IY'' 4 :11 t � ��Q,t i'(V` iY I! ' Y `11X i1�M4t. �l 1. (< �iF' r � 4 �• �� .a Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number : Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** State 1 C .,• ^Y!li ^•, 1 a r'.v . Ct:' 1 ,�..,; ...�,,,, 4` pib'StT: ,,,i•, .+ � r ` �.,' t` " 1 Yu 1 ,., �, .t t ..y 1V �;b � 1• >f • 1'� � tit ' '�� 'i``ti4�' •il•t f �G k '.11f {IK1`._ I n i l r ll ' �' 1� � . (,�li f� , '�VA'A, , ,7� " S 1 t4 �i. t 1 .1 / 4 ^�ed. W�;S tr•. ,I � i.• , t 1 I I "` ;iv ; p' t•t A e� ( � r�.. `�(J r L t �1 .. �y'�•44 7 s•':7,tM'x; �Jitt ; .` Crrlt�l7Ml.�y'r�tjA�vr�. :�1i,•.._�. i,n lrr. "!. 41���;,1!!i�. n.�Y.i��•. 1 ir��r. .,w..u �ye /�oti tl.�•r.�W%:•4N i ��� 4y_•t. "ti.i. `h'�l r•y�vVK A 1ff�Y:iW7.. Fax Number: 2-0 Sla F.? t la g.: r ;7�4L� i111; i,41c,1V;IcF;..c...r 01.41,:,•'.. I:ii r 4h.T�� VVw '' 4ett2 Zip Zip City Day Telephone: Fax Number: � j I t i? J,t •i���ty �j 9':{ •■ 47: Fyil Yj�1,��7 r! '` :u � �• •ij'�1 s � } ( �s; ,A �s( ,dj�t( �t '. � ' 1� • :d gj .4..x19' y41,„. +1+ � r.A'[tla^ • +.-A �;6f'' ,. /. 7, l�l. . 4 t'� Cily Sate Zi Day Telephone: (2476 -38 - 'l 'j0 D FEB 25 '03 02 :25PM TUKWILA DCD'PW Valuation of Project (contractor's bid price): S Zi 0 (20 Scope of Work (please provide detailed information): : I k.E) 'OD ■applications\permit application (1.2003) Existing Building Valuation: S 3 PLANNING DIVISION: Single family building footprint (uer of the foundation ofall structures, plus any decks over 18 inches and orerhanss greater than I8 inches) 'For an Acccssory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. Sprinklers ❑...Automatic Fire Alarm ❑...None .. Other (speci Will there be storage or use of flammable, combustible or hazardous materials in the building? [3 .. Yes ❑...No If "yes ", attach list of materials and storage locations on a separate 8 - 1/2 x 1I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District ❑.. Water District #125 ❑... Highline Watcr District 0...City of Renton Water District Sewer 0 .. City of Tukwila Sewer District Q,. Val Vue Sewer District 0...City of Renton Scwer District 0...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County I•Iealth Department must be submitted at the time of permit application) !k'.)`VAN a lac •e.A,+r.Yo4m.FWawnr',vnnni. W' giL'`tti?II;�!F#gi.7.� ' `tlt ..Kil�� M , r,rrrlri unit .pe : 7e,,F.,, ::,iI ', NQ.hI::. :vilit'T e: `.::. i';:;,- ; •..,,.r. ., Milit'Ty 4 :7 :.F M - , ".QW3t .0,l ?jler /eoir.RP ssor ;;; �`.. '' , , Furnace <I00K BTU Air Handling Unit >I0,000 Cl M Other Mechanical Equipment 0 -3 HP /I00,000 BTU 3-15 HP 500,000 BTU Fumace >100K BTU _ Evaporator Cooler Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation Systcm 30 -50 HP /1,750,000 BTU 50+ HP /1,750,000 BTU Appliance Vent Hood Incinerator - Domestic Heat/Refrig/Cooling System Air Handling Unit X10,000 CFM Incinerator — Comm/Ind . MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: FEB 25 '03 02 :26PM TUKWILA DCD /PW Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....El Replacement —.0 Fuel Type: Electric J Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Y .f:rt '3'l1S�y 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. 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 OWN AR OR UTHORIZED AGENT: Signature: U Print Name: / Mailing Address: l` vi P LI to U v �t?(,U.�,4r , big Lb, : r I Date Application Accepted: 3 r Vppliealions�pannil applicalion (1 -2003) 18003 14 ,111T { .a •:? �'.�..L .AO, `Le.G�A:' k r ' 2 Date Application Expires: r•A7 -d3 Page 4 Cllr Day Telephone: Fax Number: Slate Date: 27( 0J Day Telephone: ( 97 q ), D D w Wit Slate Zip Staff Initials: P.5/5 Zip ;15\'! kYr!"'i"i "vu"+tttr^A.RRtt..i'N�5Y1l. t4. Parcel No.: 2623049137 Permit Number: D03 -064 Address: 16600 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 02/27/2003 Applicant: MAGNOLIA HI -FI Issue Date: Receipt No.: R03 -00311 Payment Amount: 73.75 Initials: SKS Payment Date: 03/13/2003 10:08 AM User ID: 1165 Balance: $0.00 Payee: A.K.B. CONSULTING ENGINEERS TRANSACTION LIST: Type Method Description Amount Payment Check 19371 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 69.25 000/386.904 4.50 73.75 Total: 73.75 Printed: 03 -13 -2003 ....�'___T_ Mrf �WwMi�MM- Mw+ wxa .u�NfJN4v1.C3{t�h1f.�SLiSi�uc City of Tukwila doc: Receipt Payee: 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT w ce Parcel No.: 2623049137 Permit Number: D03 -064 U O Address: 16600 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 02/27/2003 W H Applicant: MAGNOLIA HI - FI Issue Date: N LL w Receipt No.: R03 -00239 Payment Amount: 45.01 g Q u) = Initials: SKS Payment Date: 02/27/2003 09:57 AM = W User ID: 1165 Balance: $69.25 Z H I— O Z F— LU • w O • - TRANSACTION LIST: 0 F— Type Method Description Amount 2 0 H r - Payment Cash 45.01 u. - p WENDY SHI ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 45.01 Total: 45.01 Printed: 02 -27 -2003 out Z PERMIT NO.: - 2)03"65 BUILDING PERMITS INSPECTIONS ❑ I Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation /Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ii , 610 Chimney Installation/All Types 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 1400 Final -Fire 1700 Final - Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special- Panels ❑ 4015 Special -Smoke Control System TENANT NAME: fl7/?�/ ✓0!✓ // /4 - / CONDITIONS 4 7 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division Plumbing permits shall be obtained through King Co Electrical permits obtained through L & I All mechanical work shall be under separate permit All permits, insp records & approved plans available All structural concrete shall be special inspected All structural welding shall be done by WABO certified inspector All high- strength bolting shall be special inspected Bolts installed in concrete shall be special inspected When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof 4 110019 All construction to be done in conformance w /approved plans ■ ❑ 10002 ❑ 10003 10004 10005 ❑ 10006 ❑ 10007 ❑ 10008 ❑ 10009 ❑ 10010 ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit 0 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 . Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: Gam, Date: Date: Project: .N�C(G r DI I l-- /41 -F1 Type of Ins ection: H o C(. Address: �/ I (ot'CO SC P Date Call ( V 1 / C V Date Want/el/ i c.3 a r . Special Instructions: Requester.:.-- (i C Phone N _575_ 0057 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r v• - W1* C(p\f k-e.., ok ‘Ae., Inspector: - / A Date: )_..\_ "7✓ _ `, E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I - Z W r4 2 aa� JU O 0 co o • Lu J = H tQ LL W 2 ga 2 • w Z = fH ZO • W U � 0 (1) 0I- W W I- • 8 w U = 0 - Z n'" • • 0. ' 771 4P ".7 .771 I • 4 CI Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Thomas P Keefe, Fire Chief Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM , Project Name 41,qc1)-00 14' Address Re.° 5O- ((A , Retaincurrent.inspection,schedule Approved without correction notice Approved with correction notice issued Rev. 2/19/98 Steven M. Mullet, Mayor Permit No. Date Suite # Q.) T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Project: na9vo l c 41 - t , Type.of In5, ctio C , I vv. Ad ress: I�(000 s 'C- ?L\ Date Called: 1 Special Instructions: I Date Wanted: a.m. p.m. Requester: Phone No: z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit �0 3 -oGL) PERM (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: Cr 0 f9Yl)\> or 1 NrrA ( 1.) e - t hit J \neAA S c V, Inv W\j )w\ 5i r ?� f Po ) , s - \Oc r S1,�.1 evv :ice () - P r Inspector: Date: )— 0-6 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2KS M ct: q y - � I Type of Inspection: , c4 ri7( :1-70- A r# R t 5.c .Pkwy. Date Iled: al /07 Special Instructions: Date Wanted: f� / b 3 Q Requested D Phone No: P ( e \ qg -alb INSPECTION NO. INSPECTION RECORD Retain a copy with permit -, . r- .. — . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El - Corrections required prior to approval. COMMENTS F rrn vvi hg I �.� I - ov1 rim (6 n+ VI 61 S Inspector: Date: L� _ Z^ 63 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: A ENGINEERS, INC. One Union Tower, 600 University St. #1122 Seattle, WA 981 01 -41 04 206 - 381 -9900 FAX 206 - 381 -9909 www.akb- eng.com April 2, 2003 Mr. Larry Atkisson TM Construction Re: Magnolia Hi -Fi in Tukwila, WA AKB 203050 Dear Larry: Per your request, we have made several substitutions as following: 1. Using A307 studs instead of A325 at each end of existing tube steel beams is OK. 2. Using Powers Fasteners from Tacoma Screw Products, Inc. as a substitution of Hilti product is OK 3. The attachment at the existing CMU walls can be modified to connect the vertical post to existing concrete floor with 1/2" expansion anchors per detail J/S 1. Please feel free to call if you have any questions or comments. Thank you. Sincerely, AKB Engineers, Inc. Wendy Shi Structural Engineer Cc: Bill Rambo at City of Tukwila, WA 1) o3-0(0 , -1 EXPIRES 12 -6-04 I R CEWE,D AN - y 2003 SUlLDilC DEPA;TMENT I ' BENGINEERS, INC. One Union Tower, 600 University St. #1122 Seattle, WA 981 01 -41 04 206 - 381 -9900 FAX 206 - 381 -9909 www.akb - eng.com STRUCTURAL CALCULATIONS FILE COPY I ,,ropro $1 +1,n p! CS..v•l norrn%.- . ^'n For: f.:r: ' • . i Magnolia Hi -Fi Storage Rack Review 16600 South Center Parkway Tukwila, WA By: Brian Unsderfer, P.E., S.E. Wendy Shi 3 [EXPIRES 12-6- O 1- CITy vr " � 4i t 20 ©3 14: � tti � RECEIVED CITY OF TUKWII.A FEB 2 7 2003 PEFI;la1T C NTER Job Number: 203050 �'tl•.4W�11b4�i�f.i I. ( deters To-17.e s A Ae79iktme . of 5 '” rwh cq,e do cove F cA2bw oeirte pale fi bt,a(vfi u, )s t, For (//L'f (2) �PYS of �/II Dj 1 Nay Lz ro-k-ctS alt 1 t Ottt \ Old 61161-f A (.7 0G(0,4latI boeir d 42rvi 0.)put(. = 17L5 rf- c bc0 W 2xt7,S = 35 p‘ onvi a ct,/ 4 ityiVrc o o&rc «//rd _ 35 r5 fi Asst,G le Loa( t111C6(K5 I /0) .I l (ItC .7f0t75)x 2-3 // = = 0, D S fedi G! 4 ? - (, tt, PROJECT: `StD fC 'r6! (` (�IJ G IA) ?fl MIA-1,w! i ci �1 ( F I „11 BY: W J 1 SHEET �) .1 I III v I a LOCATION: TL k.w t ( U , Vv A CHECKED: ` CLIENT: S 1 1 7 7Q7Q 50 JOB NO. w - p K ENGINEERS. I NC. 875 - 140TH AVE. NE. • SUITE 201 • BELLEVUE • WA 98005 • (206) 747 - 3592 I. ( deters To-17.e s A Ae79iktme . of 5 '” rwh cq,e do cove F cA2bw oeirte pale fi bt,a(vfi u, )s t, For (//L'f (2) �PYS of �/II Dj 1 Nay Lz ro-k-ctS alt 1 t Ottt \ Old 61161-f A (.7 0G(0,4latI boeir d 42rvi 0.)put(. = 17L5 rf- c bc0 W 2xt7,S = 35 p‘ onvi a ct,/ 4 ityiVrc o o&rc «//rd _ 35 r5 fi Asst,G le Loa( t111C6(K5 I /0) .I l (ItC .7f0t75)x 2-3 // = = 0, D S fedi G! 4 ? - (, tt, ..tposite Panel Association PUBS '-PREVIO NEXT 7, Particleboard and MDF for Shelving TABLE 1 r P gULLETI N Shetf Load p5f.s 50 45 40 35 30 25 /2 co 10 Maximum Shelf Span (in.) " Single Span' Particleboard Medium Density Fiberboard (MDF) She Thickness Shoat Thodme .: 1 /2'I 5/8'I 3/4" 1/2" 5 /8"I 3/4" 13" 17" 20" 15" 19" 22' 14" 18" 21" 16" 19' 23" 15" 18" 21" 16" 20' 24" 15" 19" 22" 17" 21" 25" 16" 20" 23" 18" 22" 26" 17" 21" 25" 19" 23" 28" 18" 22" 27" 20" 25" 30" 20" _25 "/ 29" 22" 27' 33' 23" 28" 34" 25' 31' 36' Multiple Span' Particleboard Medium Density Fiberboard (MDF) ShiaThkkness 1 /2" 5/8"I 3/4' 13" 17" 20" 14" 18" 22" 15" 19" 23" 16" 20" 24" 18" 22" 27" 19" 24" 29" 22" 27" 33" 25" 32" 36" 30" 36" 36" Shell Thidaness 1/2" j 5/8"I 3/4 20" 25" 29" 21" 25" 30" 21" 26" 31" 22" 28" 33' 23" 29" 34' 25" 31" 36" 27" 33" 36' 29" 36" 36' 34" 36' 36' For shelves 12 inches or less in depth with continuous support along the back edge of the shelf, the allowable span can be doubled. ' A maximum overhang beyond bracket. or support not to exceed 6 inches may be added to these spans. 3 Single Span: shelf simply supported (not fixed or fastened) at its ends only. (see Figure 1) `Multiple Span: shelf simply supported at its ends with a center support. Span lengths refer to the distance from support to support, not the total shelf length. (see Figure 1)• s psf. = pounds per square foot Composite Panel Association PUBS +- PREVIOUS NEXT-+ g 10� iiA3w�.3 Erna+ ., .. z W Ir e J U U to 0 � W N = W Z F t- O W W � f] 0 0— 0 I-- W W H� O 1j W U �' Z LATERAL CAPACITY SEISMIC LOAD ZONE 3 NONBUILDING STRUCTURES LOAD COMBINATIONS AKB STORAGE RACK REVIEW w r�;NL PIM 01 11 "! PROJECT: lsto rciee 'Rik 'r-e(I(go) ;or Ma4(lo(fA HI FI BY: SHEET LOCATION: TA �VJ i I -1 CI , w 1 CHECKED: CLIENT: DATE: 2 ‘17.°5 20 30 50 JOB NO. 7� 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 N � I,z(O (9l7 ic `� /11) 3? j F(P 'WI tO 5 1° 2 14 - : -- 1 , z 6 1,7-(o(- 1 6, er p & / 1Ie€Ct .. C(1( era(' ( 1 yet CC feq_. ec pcc 6_.e. `ll L I i �7 Gti O fi w Coo di' "1 , ef5��r toace Caw be Cc ried b6 'tar Va 1��� i� SP� . FO■Se Co t:neC.f(ccl tc ce floor 1 S rfoY b e (o /7//, c/ 4 ; c am ee coGuV AC "; A rpm g61 III PROJECT: ,fiorGlr Q(:L Pe a) '(fir MAP()( ic, A I {-I BY: t,t) 5 4 SHEET I LOCATION: TikI;a I dC WA ti CHECKED: CLIENT: Q DATE: 2 1 18, 0 3 203050 JOB NO. 7�► NE IN C. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 � I rti fr w,f to 607/6. poor • 1/1/2-e. wG ict i c l I o'r I"' 7 CLf rom GotAkp, ,ei m u*?4 kewr v ccd • Eigkei VIACk.( 3 V< > >/ VIat = 0, ,ea fed. b lw-e 3722 K C ND u,(;(i` ( I�ZI cr H'( ( 0 qoq ANcHoP Inl morrYit - (ill/float IlleG-l;99 ai 4 �i`;I i' �b3'. 4a: ��f% EG'. jiifil ."u,a�",1Wei7�'kJe'LFL�� �G ".w:� .,, .Y AKB Engineers Wendy Shi N4 M10 4 N1 M12 N5 01 N6 rn 8 storage rack review for Magnolia Hi Fi in Tukwilla February 19, 2003 4. 11:28 AM storage rack4.r2d 5 1 DL +E/1.4 !y: 1 1 1 2 1 1 2 1 0.9DL +E/1.4 I y 1 ' 1 1 .9 I 2 1 1 I I 1 1 1 1 3 DL -E/1.4 y 1 1 1 2 -1 i 4 0.9DL -E/1.4 y I I 1 1 .9 I 2 1 -1 1 I 1 1 ! I 1 Global Steel Code ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) 11.333 !Include Shear Deformation Yes 1No. of Sections for Member Calcs 15 'Redesign Sections ! Yes P -Delta Analysis Tolerance 10.50% Member Data Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Member Label I Joint J Joint Rotate (degrees) Num M1 M2 M3 M6 M7 M8 M9 M10 M11 M12 Joint Label N1 1 N8 N1 N2 N3 M5 N5 SEC1 STL I Y 4.17 N6 N7 N2 N3 N7 SEC2 I STL Y I PIN I PIN I I 5.778 N3 N3 N4 Boundary Conditions N2 N6 N5 N5 Sections Section Database Material Area SA SA I (90,270) I (0,180) T/C Label Shape Label (in) ^2 (0,180) (90,270) (inA4) (in14) Only SEC1 c3x2.7 STL .781 1.2 1.2 .239 1.121 SEC2 + c1.5x I STL .357 1.2 1 1.2 1 .058 .134 Load Combinations Description X Translation Y Translation Rotation (k/in) (k/in) (k- ft/rad) Reaction Reaction Reaction Basic Load Case Data N3 1 I N4 N6 I N7 N8 N7 Reaction Shape / Section Set SEC1 SEC1 SEC1 SEC1 SEC1 SEC2 Env WS PD SRSS CD BLC No. Basic Load Case Category Description Code 1 dead load DL 2 1 seismic load EL Earthquake Load RISA -2D Version 5.5 [C :IRISA\storage rack4.r2d] per BLC Material Phys End Releases Set Memb I -End J -End TOM AVM AVM STL Y STL Y STL Y. STL STL STL Category Description Dead Load Y Y Y Factor BLC r PIN PIN Factor ti BLC February 19, 2003 11 :20 AM Checked By: End Offsets Inactive I -End J -End Code Length (in) inL (ft) .83 4.17 4.17 SEC2 STL Y PIN PIN SEC2 I STL I Y I PIN 1 PIN SEC2 STL Y ' PIN PIN 4 Factor BLC Gravity Load Type Totals X Y Joint Point Direct Dist. 4 I 1 1 1 4.17 7 I .83 4 4 5.778 Factor Page 1 N1 :max ! .341 1 3 ' 3.42 3 0.000 1 1 I min -.34 1 2 i 1.368 1 2 1 0.000 1 1 N8 :max .379 4 3.42 1 0.000 11 I I min -.38 1 I 1.368 4 I 0.000 1 1 Reaction Totals : max .72 3 5.04 1 min -.72 2 4.536 2 Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Envelope Reactions Joint Label Envelope Joint Displacements Envelope Member Section Forces M3 X Force (k1 Lc Y Force (k) RISA -2D Version 5.5 [C: \RISA \storage rack4.r2dl Moment Lc (kk- Joint Label X Translate Y Translate Rotate (in) Lc (in) Lc (radians) Lc N1 max 0.000 2 0.000 • 2 ! 2.644e -3 1 3 I min 1 0.000 13 ! 0.000 13 I -2.349e-31 2 N2 ;max I .023 2 0 2 2.124e -3 3 I min I -.026 1 3 -.002 1 3 -1.829e-31 2 N3 max .035 2 -.004 2 2.583e -4 • 1 ! min I -.048 1 3, -.009 1 3- 2.028e -4 14 o 0,04-1 y �, N4 ; max .04 2 -.006 2 9.556e -5 • 4 "?C min I -.048 1 3 -.012 1 3 -2.781e-41 1 N5 max • .04 . 2 -.008 4 1.161e-4 4 1 min I -.048 13 -.01 11 -2.98e-4 1 N6 max .035 2 -.006 4 3.262e -4. 1 I min I -.049 1 3 • -.007 1 1 -2.703e-4 ; 4 N7 max . .025 2 0 4 2.267e -3 3 I min 1 -.028 13 -.002 11 ; - 1.974e -3 . 2 I N8 max 0.000 1 0.000 4 .2.846e -3 3 min I 0.000 14 0.000 11 -2.553e-3 1 2 Member Label Section Axial Lc Shear Lc Moment Lc L) (k) U M1 1 max 3.42 3 .34 2 0 1 min 1.368 2 : -.341 3 0 1 2 max 3.42 3 .34 2 .071 3 min 1.368 2 -.341 3 -.071 • 2 3 max 3.42 3 .34 2 .141 3 min 1.368 2 -.341 • 3 -.141 2 4 max 3.42 3 .34 2 .212 3 min 1.368 2 -.341 3 -.212 2 5 max 3.42 3 .34 2 .283 3 min 1.368 2 -.341 3 -.283 2 M2 1 I max 3.42 3 I .076 14 ! .283 13 I min I 1.368 2 1 -.082 11 I -.283 I 2 2 I max I 3.42 3 I .076 1 4 1 .204 1 3 I min 1.368 2 1 -.082 11 I -.198 2 1 3 1 max 3.42 3 I .076 14 1 .126 3 I min I 1.368 2 I -.082 1 1 -.113 4 !max 3.42 3 I .076 ! 4 1 .047 I min 1.368 5 I max 3.42 31 .076 141 .058 I1 I 2 3 2 I -.082 I 1 I -.028 1 2 min 1.368 ! 2 I -.082 1 I -.032 • max 1.26 1 ____.014 ! 1 _ .058 min 1.134 4 -.008 4 -.032 max__ 1.26 1 .014 1 .044 1 min 1.134 4 -.008 4 -.024 4 3 ma 1 1 ..__- ..0 1 .029 1 February 19, 2003 11:20 AM Checked By: Page 2 M5 11 max 1.278 1 3 1 .016 1 1 0 1 1 min 1.103 12 -.01 4 0 1 2 max 1.278 13 .016 11 .01 4 min 1.103 1 2 -.01 14 -.017 1 3 max 1.278 1 3 1 .016 1 1 .021 4 I min I 1.103 ! 2 -.01 1 4 -.034 1 j 4 max 1.278 1 3 .016 1 1 .031 1 4 min 1.103 ; 2 I -.01 14 -.051 11 5 max I 1.278 ' 3 I .016 1 1 I .042 4 min I 1.103 1 2 1 -.01 I 4 I -.068 1 1 Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Envelope Member Section Forces, (continued) Member Label Section Axial _1k) 1.134 1.26 1.134 1.26 1.134 3 4 5 M7 1 1 2 3 2 • min, 'max: min max min max min max min max min max min max min maxi 2.538 2.237 2.538 2.237 2.538 2.237 2.538 2.237 2.538 2.237 3.42 min ! 1.368 4 1 -.379 . 4 1 -.315 14 max I 3.42 1 min I 1.368 4 max I 3.42 : 1 min 1 1.368 mm 1.368 4 4 max I 3.42 1 Lc Shear Lc Moment Lc (k) 4 : -.008 4 ; -.016 4 1 : .014 i 1 ' .015 1 : 4 -.008 ! 4 1 -.008 i 4 1: .014 i 1 0 • 1 4• -.008 1 3 .086 2 -.092 3 .086 2 -.092 3 .086 2 . -.092 3 .086 2 : -.092 3 .086 2 -.092 1 I .38 4 5 maxi 3.42 min I 1.368 4 1 M8 1 max .416 4 min -.422 1 2 max .416 4 min -.422 1 3 max .416 4 min -.422 1 4 max .416 4 min -.422 1 0 5 max .416 4 0 min -.422 1 0 M9 1 I max I 1.291 1 1 0 1 �4 '1 4 1 4 1 4 1 4 1 1 .38 i 1 1 .236 1 1 -.379 1 4 1 -.236 1 4 .38 11 -.379 1 4 RISA -2D Version 5.5 [C: \RISA \storage rack4.r2d] .042 -.068 .029 -.048 .124 -.137 .22 -.226 .315 -.315 .315 .158 -.157 4 1 2 3 2 3 2 3 1 4 I1 1 4 .38 i 1 .079 11 -.379 i 4 -.079 14 .38 1 1 0 1 1 -.379 1 4 0' 11 0 ' 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1 0 1 1 0 1 1 0 1 i1 0 I1 min I -1.273 4 I 0 1 1 I 0 1 1 max I 1.291 . 1 I 0 ! 1 1 0 I 1 min I -1.273 4 I 0 1 1 0 1 1 3 max I 1.291 1 I 0 I 1 0 1 1 min I -1.273 4 I 0 1 1 0 1 1 4 maxl 1.291 1 I 0 1 1 0 I 1 min I -1.273 4 1 0 I 1 0 1 1 5 max I 1.291 1 I 0 11 0 11 _ min 1 -1.273 4 I 0 ' 1 0 1 1 M10 1 max .096 4' 0 1 0 1 min -.108 1' 0 1 0 1 February 19, 2003 11:20 AM Checked By: Page 3 M1 .381 .83 3 ; .076 0 3 H1 -2 M2 1 .473 ! 0 1 3 1 .018 ! 0 i 1 1 H1 -1 I M3 .147 0 1 .003 0 1 H1 -1 M5 .149 ! 4.17 1 1 ( .004 ! 0 11 1 H1 -1 I M6 .440 4.17 . 3 .020 0 1 H1-2 M7 .402 0 1 1 1 .084 0 ! 1 1 H1 -2 I 1 Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Envelope Member Section Forces, (continued) Member Label Section 2 !max min • 3 I max Imin . 4 I max min . 5 ! max min Axial (k) .096 -.108 .096 -.108 .096 -.108 .096 -.108 Lc Shear Lc Moment Lc OS) (k1 4. 0 1 0 ' 1 1 I 0 ! 1 0 1 4 I 0 ' 1 0 1' 1' 0 : 1 0 1 1 4; 0 +1 0 1 1 ; 0 ' 1 ' 0 4' 0 ' 1 0 1 0 ; 1 0 1 1 1 1 2 max I .044 1 min I -.026 4 max I .044 min I -.026 ' 4 I 0 I 1 I 0 1 1 3 I max I .044 . 1 1 0 I 1 I 0 I min I -.026 : 4 I 0 1 1 I 0 4 I max I .044 1 0 I 1 0 I min I -.026 4 0 I 1 0 5 I max I .044 1 I 0 I 1 I 0 1 1 1 1 1 I1 M11 I min I -.026 4 0 1 1 0 1 M12 1 max .008 4 0 1 0 1 min -.014 1 0 1 0 1 2 max .008 4 0 1 0 1 min -.014 1 0 1 0 1 3 max .008 4 0 1 0 1 min -.014 1 0 1 0 1 4 max .008 4 0 1 0 1 min -.014 1 0 1 0 1 5 max .008 4 0 1 0 1 min -.014 1 0 1 0 1 Envelope Member AISC ASD 9th Code Checks Member Label Code Chk Loc Shear Chk Loc ft ) Lc (ft Lc ASD Eqn. Message February 19, 2003 11:20 AM Checked By: M8 .113 M9 I .722 M10 .026 j M11 T M12 .002 RISA -2D Version 5.5 [C: \RISA \storage rack4.r2d] 0 4 .000 0 11 I .000 I 0 1 H1 -1 I 0 4 .000 0 1 H1 -1 0 1 1 1 .000 ! 0 1 1 P H1-1 [ 0 4 .000 0 1 H1 -1 0 1 H1 -1 Page 4 a .Y AKB Engineers Wendy Shi M12 storage rack review for Magnolia Hi Fi in Tukwilla February 19, 2003 11:27 AM storage rack2.5.r2d 4O 'iittcc «u+,�z;.y�i�:i�s:'t:, `:f.ta,.�. t ' v.. a;-.: tr�u ,:.,,,i;e,wt::;6ru.atun�:e:.tu ` uw .;it,' L',;i,:.,,.c, ;d3, Steel Code i ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) 1 1.333 Include Shear Deformation ; Yes No. of Sections for Member Calcs 5 I Redesign Sections I Yes P -Delta Analysis Tolerance 0.50% M1 I N1 N2 y I SEC1 i STL ' Y 2 1 .83 M2 N2 N3 ! I SEC1 i STL Y I .9 I 1 11 I 4.17 M3 N3 N4 SEC1 i STL ; Y I ! ! 4.17 M5 N5 N6 I I SEC1 1 STL Y ! I I 1 4.17 M6 N6 N7 I SEC1 STL Y 4 4.17 i M7 N7 N8 I I SEC1 .9 STL Y I 1 r 1 I .83 M8 N2 N7 I SEC2 i STL Y i PIN PIN 2.33 M9 N3 N7 I SEC2 STL Y I PIN I PIN I I 1 4.777 1 DL +E/1.4 y 1 1 1 2 1 2 I 0.9DL +E/1.4 I y l i 11 1 I .9 I 2 11 I I i I ! ! I 3 DL -E/1.4 y 1 1 1 2 -1 4 I 0.9DL -E/1.4 y l I 11 1 .9 2 I - 1 I I I i I Company : AKB Engineers Designer : Wendy Shi Job Number : Global Member Data Member Label I Joint J Joint Num M10 M11 M12 Sections Boundary Conditions Joint Label X Translation Y Translation Rotation k/inL _ (k /in) (k- ft/rad) N1 Reaction Reaction I N8 I Reaction I Reaction Load Combinations Basic Load Case Data BLC No. Section Label SEC1 SEC2 N3 N3 N4 Description Database Shape c3x2.7 c1.5x Basic Load Case Description dead load seismic load N6 N5 N5 storage rack review for Magnolia Hi Fi in Tukwilla Rotate iegrees) Material Label STL 1 STL Env WS PD SRSS CD BLC Category Code DL T EL Shape / Section Set SEC2 STL ( I STL SEC2 STL RISA -2D Version 5.5 [C: \RISA \storage rack2.5.r2d] I Earthquake Load I Material Phys End Releases Set Memb I -End J -End TOM AVM AVM Area SA SA I (90,270) 01)1 (Q,180) (90 (in ^4) .781 1.2 1.2 .239 .357 I 1.2 1 1.2 ; .058 Category Gravity Load Type Totals Description X Y Joint Point Direct Dist. Dead Load 4 1 ! I Y Y PIN PIN PIN I PIN r PIN PIN ti February 19, 2003 11:27 AM Checked By: End Offsets Inactive I -End J -End Code Length (in) in) (ft) I (0,180) (in ^4) 1.121 .134 I 2.33 4.777 2.33 T/C Only Factor BLC Factor BLC Factor BLC Factor Page 1 (I Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Envelope Member Section Forces, (continued) Member Label Section Axial Lc (k) 2 ; maxi .065 ; 4 I min : -.081 ' 1 3 I max : .065 i 4 min , -.081 : 1 4 I max .065 4 I min ! -.081 1 1 12 Member Label M1 1 M2 M3 M5 M6 M7 M8 M9 M10 M11 M12 1 Shear (k) 0 0 0 0 0 0 RISA -2D Version 5.5 (C : \RISA \storage rack2.5.r2d] Lc Moment (k) 1 0 1 0 1' 0 1' 0 1 : 0 1 0 max .003 4 0 i 1 0 1 min -.011 1 0 • 1 0 1 2 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 3 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 4 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 5 max .003 ' 4 0 : 1 0 1 min -.011 1 0 1 0 ' 1 Envelope Member AISC ASD 9th Code Checks Code Chk Loc Shear Chk Loc ASD Eqn. Message _( .Lc J) Lc .329 .83 . 3 .060 0 3 . H1-2 .416 i 0 3 1� .014 I 0 1 1 H1 -1 .113 0 1 .002 0 • 1 H1 -1 .112 I ~ 4.17 1 1 1 .003 1 0 i 1 I H1-1 .337 4.17 3: .015 0 1 • H1-2 .339 0 1 1 1 .064 i 0 i 1 1 H1-2 .056 0 4 S .000 0 1 H1-1 .544 I 0 1 1 I .000 0 11 I H1-1 .011 0 4 .000 0 1 H1 -1 .017 0 1 1 I .000 I 0 i 1 F H1 -1 .001 0 1 • .000 0 1 H2 -1 February 19, 2003 11:27 AM Checked By: Page 4 r tz�t �� � , `5k7tii"tk raY•s. ai � " �ikti! 1�Sf' �cwe�+? o�":xa2r:�nSa�Slii,4ti,'„ 5 max : .065 i 4 l 0 i 1 0 ; 1 min . -.081 11 ; 0 ! 1 0 ! 1 • M11 1 max .046 11 ! 0 1 1 1 0 11 min -.013 1 4 1 0 ! 1 1 0 1 2 max .046 11 ( 0 11 0 1 mint -.013 1 4 1 0 1 1 0 1 3 max .046 i 1 I 0 i 1 I 0 1 1 min t -.013 14 1 0 i 1 1 0 1 1 4 max I .046 1 1 1 0 1 1 0 1 min -.013 1 4 1 0 1 1 0 1 5 maxl .046 11 I 0 1 1 0 11 min -.013 1 4 1 0 1 1 0 1 1 Company : AKB Engineers Designer : Wendy Shi Job Number : storage rack review for Magnolia Hi Fi in Tukwilla Envelope Member Section Forces, (continued) Member Label Section Axial Lc (k) 2 ; maxi .065 ; 4 I min : -.081 ' 1 3 I max : .065 i 4 min , -.081 : 1 4 I max .065 4 I min ! -.081 1 1 12 Member Label M1 1 M2 M3 M5 M6 M7 M8 M9 M10 M11 M12 1 Shear (k) 0 0 0 0 0 0 RISA -2D Version 5.5 (C : \RISA \storage rack2.5.r2d] Lc Moment (k) 1 0 1 0 1' 0 1' 0 1 : 0 1 0 max .003 4 0 i 1 0 1 min -.011 1 0 • 1 0 1 2 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 3 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 4 max .003 4 0 1 0 1 min -.011 1 0 1 0 1 5 max .003 ' 4 0 : 1 0 1 min -.011 1 0 1 0 ' 1 Envelope Member AISC ASD 9th Code Checks Code Chk Loc Shear Chk Loc ASD Eqn. Message _( .Lc J) Lc .329 .83 . 3 .060 0 3 . H1-2 .416 i 0 3 1� .014 I 0 1 1 H1 -1 .113 0 1 .002 0 • 1 H1 -1 .112 I ~ 4.17 1 1 1 .003 1 0 i 1 I H1-1 .337 4.17 3: .015 0 1 • H1-2 .339 0 1 1 1 .064 i 0 i 1 1 H1-2 .056 0 4 S .000 0 1 H1-1 .544 I 0 1 1 I .000 0 11 I H1-1 .011 0 4 .000 0 1 H1 -1 .017 0 1 1 I .000 I 0 i 1 F H1 -1 .001 0 1 • .000 0 1 H2 -1 February 19, 2003 11:27 AM Checked By: Page 4 r tz�t �� � , `5k7tii"tk raY•s. ai � " �ikti! 1�Sf' �cwe�+? o�":xa2r:�nSa�Slii,4ti,'„ longitudinal direction ENGINEERS, i PROJECT: LOCATION: u ' U) I 1 Cl , 1 ) A CHECKED: CLIENT: 875 - 140TH AVE. NE. • SUITE 201 • BELLEVUE • WA 98005 • (206) 747 -3592 longitudinal direction beam to column connection studs bearing strength at bolt holes shear in bolt washer over holes storage rack next to wall expansion anchors seismic load ACTIVITY NUMBER: D03 - 064 DATE: 02 - 27 - 03 PROJECT NAME: MAGNOLIA HI - FI SITE ADDRESS: 16600 SOUTHCENTER PY X Original Plan Submittal ___ Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: tem ib 5 -4 Buil ing Division Public Works ❑ APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD C01'1 PLAN REVIEW /ROUTING SLIP 510 A'U €/ r Fire Prevention LEI Structural ❑ PERMIT COORD COPY Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -03 Complete [( Incomplete ❑ Comments: 7E'er. Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -01 -03 Approved ❑ Approved with Conditions [✓ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: State of Washington DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 - .••••, , ...7••••••a.-••••.7 i .f T M CONSTRUCTION CO PO BOX 20820 • SEATTLE WA 98102 DEPARTMENT OF LABOR AND INDUSTRIES • REGISTERED AS a> PROVIDED BY LAW - ; CON 'omit T • GBNE�2AL. • • • . "ii: . . r 'l T„ M CONS ,'RUC's ON '' CO ' • FO'. Bt?X 10820 • •• % �.' �ti3i.` ;i' ' SRATTLE '' W . ' 4 981 2' T • Detach And Display Certificate FIRST CLASS MAIL US POSTAGE PAID OLYMPIA WA PERMIT NO 312 • z `~ W 6 O 0 CO CD LI/ N LL w 0 2 g? N = d I-- _ Z I-- ZO LU ui U O — CI I— . w • w IL O . ..z w U = 0 z (E) 1" LONG FILLET WELD EACH SIDE, TYP. (NO WORK REO'D) ( \; 1/2"o ExP ANCHOR EMBED 3 1/2' TYP AT EA BRACE LEG Si b � A' Cv.. s E hi J= ANDO 73 FLOOR A• 3C'. OF 'NS DOSI (E; CONC. SLAB SCALE: r a 1 1/2' 1/8'xrx3 R 3/32' SECTION A -A (E) CONDITION NO WOPK SCALE: / / 1 / A II1.II1 -1!1 -111- -� 1 1 -1 I I ! � f 4' -0" MAX. SECTION B -B LEI CONDITION NO WORK RE G'D r ' a C (E) POST ATTTACHED TO (E) CMU WALL SLAB (VTY.) STORAGE RACK BRACE (E) � CONC R 1 /8'x3"x3 5/8"0 HOLE SOW GROUT (E) �' CMt. wA SOUD GROUT (E) FTG. (N) 1/2"0 EXP. ANCHOR --4_4 3 3/4' =1' -0' SECTION C -C 3/4' =1 -O' BRACE PER J /S1 (N) EXP. ANCHOR PER J /S1 SCALE: 1 3/4' SECTION D -D (j_ CONDITION NO WORK REO'D aq E) (E) 2 LAYERS 5/8' PART1CAL BOARD (E) 4" CONC. SLAB (VFY.) c STORAGE RACK ELEVATION ( -III- iii - I i i I 1 - 1 I ■- -- 3/4 12' -6' MAX PROVIDE (3) 112's STUDS AT EA CONN. W/ R 1/8x2x2 WASHER FOR EA STUD TYP. Tar-7H � 111 � II , a G U 1' CY 0 CY 0 203050S1.dwg PLOT 22503 GENERAL NOT =S: BIZ FOLLOI*' ;. NOTES APPLY UWt. TS 9IO N " THERr SE UNIFORm BUIDIK COOT ; • - 77 °I'Jlti; SEC ZONE 3. ,.c,;, -3; Z 4.3, I =t.00, R =4.5 ALL MATERIALS ANC *CPRMANSHIF -s 1_ CONFORM TO -.IE UNFORM BWALD1NG CODE AND SAN;.NR'JS, 199 EDITION. Tri *'_ DRAWINGS. AND THE SPECI ACA ANS THE DR/W' L. W7 CESPGA ARE BASED ON A COMPLETED CONTTi ft AN'' TEMPORARY BRN:MC ANC SHORING REQUIRED JNTtL ALL STR_CTuRA CONNECTIONS HAVE BEEN COMP_=TED IS THE RESPONS:BFL:TY OF THE GENERAL CONTRACTOR DRAWINGS INDICATE GENERAL AND "K CAL ;� A _ OF CONSTRUCTION. WI~ERE :ONV ARE NCI SnEC ;NM/TD, KT ARE OF A SIMILAR CHARACTER TO DETA.S SHOWN, ',ULM DETAILS ,OF CONSTRUCDON SHAD_ BE USED SUBS: CT TO APPROVAL 3v ' ARCHITECT & STRUCTURAL ENGINEER X NOT SCALE THE DRAWINGS. cOw1R6CTOR'S NOTES: CONTRACTOR SHALL BE RESPONSE E FC,R A. REOUIRED SAFETY PRECAUTIONS AND THE METHODS. 'ECHNtOUES, AND SE .LE'tCE. OF PROCEDURES REQUIRE TO PERFOI - '! ''HE WOPK. if ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFIC/ IONS. OR OTHER DOCjUENTS. THE CONTRACT ,= SHALL NO l- THE OWNER :N WRITING OF S6C1- OMISSION OR PPOR BEFORE 'PDCED'NG W THE WORK, DR ACCEPT 'DLL RES= "NS,B;DT' FDR THE COST TO RECTFY SAME. VERI-Y AND CDORDINAT OPENINGS r' =LOPS, WADS AND ROOF Wf"rI ARCHITECTURAL, w _CHAhiCA.. AND ELECTRICAL DRAWINGS. THE ENGINEER HAS NOT BEEN RE E: TO PROV'DD"L DESIGN AND!OR CONSTRUCTION REVIEW SENICES RELATED TO THE CONTRACTOR'S SAFETY 'REGAL/PONS OR TO MEANS. Mt NODS. TECHN UES, SEQUENCES OR PR CEDLRES F P TiE CONTRACTOR T3 PERFORM iEfR WORK. RETEfT 1O ARCHTECTURAL DRAT &:NCS =0R CT-.EP WADS. riN!SHES AND DIMENSIONS. £ XPANSION ANCHORS: Ail EXPANSION EMBEDDED ITEMS C1` ON PLAN SHALL PS KWiK BOLT - Ii OP APPROVED EO`.,A v .0. Ai.L EMBEDDED : EMS SMALL BE .NSTA._LEC ?F? THE MA. )ACT'JRER'S RECOMMEND?.,:QNS AND ICBC REPORT $ER- :ol'. EMBEDDED T iN W WALLS SHALL BE !N5-k IN GR t ED CELLS ONLY. ,F XSTNG CELL IS FOUND TO Esc :,ULLOW AD'_'MTONAL ;ROUT SkL BE ADDED TO FILL AS A VIiNiM'.V A VERTICAL COLUMN 3 WIDE EXTENDING DOWN TO 'HE FIE,; BOND BEAM FLOW THE EMBEDMENT. EXPANSION EMBEDDED 7EMS rv1LL BE LIMfiEi - 0 (1) ONE PER GROUTED CEL_ EXPANSION EMBEDDED GEMS 'r iMA.SONR'' SHALL NOT BE LOCATED WITHIN .2' OF A FREE F. ;E. 5000 GROUT NON- SHR'N•. GROUT SHA_. d" AN APPROVED- MANJA.CTLRE'i AND SHALL. BE 4fXED AND PLACED ;N STRICT ACCORDAX„E WiTt' ;',E MANuFACTUtER'S PUBLISHED RECOMMENDATONS GROUT STRENGTH EiALL BE AT LEAST EOUAL TO THE MATERIAL ON W'G n IT IS PLACED (3000 PS MiNiMUM). DISC.NMER; THLSE/THIS DESIGN, DRAWNGS ARE /S THE PROPER'" OF ME ENGINEERS, INC. AND -AVE BEEN PREPAREC SPECIFICk Y FOR THIS PROJECT iN ACCORDANCE WITH GENERALLY ACCEPTED STRUCTDiiAL ENGINEERING PRACTICES. I iS INTENDED FOR THE EXCLUSP /E SE OF THE PROJECT ONLY. WE DC NOT GUARANTEE PROJECT PER=CRMANCE IN ANY RESPECT, ONLY THAT OUR WORK MEETS NOR!AAL S OF PROFESSIONAL CARE. NO ;THER WARRANTY, aPRESSED OR IMPLIED, IS PROVIDED. WS /ADI ,0QA,Ut‘ 1// Date j 1 2.1 — i Permit Nc. FILL. COPY I understanc that the Plan Check approvals are subject to erors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance Receipt of con- tractor's copy of approved plans acknowledged. By HE 4. *S NO CHANCES 9HAI.1- 11M1E 9001E OF WORK WM.40t,n PPbi APPROVAL OF 11.110A I1A BUI►.ON'G 014__.131\ pros 010+eioN• Irlu AFOUNIE A NSW KM. rr 1r Mr ion Md ut Aormo iAL OLA}I W PLOT BY ADT Girt OF TV'1t'I+it kppRny MAR - 7 1; i3 06_ . .• a �` slx FIECEIVED. rrir,� nr'Pi f fCVs' Lit FEB 2 7 2003 PERMIT CENTEP S1 X 03- U t �r � v I L- S — v = m Z --I _c o X W< 3 ¢ irf4 ila MOLL PERMIT SET FEBRUARY 25, 2003 et 03 M N .. SSUED ,I REVISIONS VISIONS s2A PERMIT SET 2/25/03 GENERAL NOTES AND DETAILS M O N J C B (E) 8 CMU WALL 1 A Si I // // 6' TALL 6' TALL 5' -6 2' -5 3'-1 1/2' . k A • 12' TALL 37'-0 1/2 16' - 0 10' "Ali 12' TALL 4 -9' -s SCALE: 12' TALL 2 -11 4' -G' 10' TALL 10' TALL STORAGE SHELF PLAN '-10 1/2" 4' - 6' 6' TALL 10' TALL PROVIDE 1/2'0 EXP. ANCHOR INTO (E) CONC. FLOOR AT EACH LEG OF ALL BRACES, EXCEPT THE BRACES ATTACHED TO WALL. TYP. 4. 2' -4 1/2' r r 16' -11 1/2' 12' TALL 35 PSF MAX. LOAD ON EACH SHELF, TYP. 2' -4' 2' -7 2 -4' : 12' TALL 2'-O TAL S1 -(E) 8 CMU WALL ATTACH VERT. BRACE TO (E) CML' WA Lt W/ 1 /2R0 EXP. ANCHORS CI 48' O.C. (2 MIN.) EMBED 6 INTO SOLID GROUT UNIT. TYP. NOTE: ALL HEIGHTS ARE ABOVE FINISH FLOOR 203-050S2.dwq PLOT' 2 -25 -03 03 WS /ADT PDT Bti ADT CITY OF TUKWI P4PPRON MAR 7 20`J3 A U f ro, 7'4 ^ 4 ECEIVEt ) ` 2 7 2003 limb (ip MIT CENTER ▪ Z� °3 W Z ` ` O • M t0 I rwg SSUED REVISIONS PERMIT SET 2/25/03 PERMIT SET FEBRUARY 25. 2003 STORAGE PLAN S2 V' M M 00 V , t n r, M tr N N I — la Z Z O_ • • O 0 a :2 •3 N N m