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Home My WebLink AboutPermit D08-195 - LARRY'S STORAGE - DEMOLITIONLARRY'S STORAGE 14227 TUKWILA INTERNATIONAL BL D08 -195 City4 If Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1523049011 Permit Number: D08 -195 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Issue Date: 07/01/2008 Suite No: Permit Expires On: 12/28/2008 Tenant: Name: LARRY'S STORAGE Address: 14227 TUKWILA INTERNATIONAL BL , TUKWILA WA Owner: Name: SEG 56TH LLC Address: 845 106TH AVE SE #100 , BELLEVUE WA 98004 Phone: Contact Person: Name: KAMMA SCOTT Address: 845 106 AV NE, STE 100 , BELLEVUE WA 98004 Phone: 425 451 -2000 Contractor: Name: KELLY THOMAS INC Address: 26318 ENTWHISTLE RD E , BUCKLEY WA 98321 Phone: 253 - 735 -3928 Contractor License No: KELLYTI148CR DESCRIPTION OF WORK: DEMOLITION OF 2 -STORY ROOM WITHIN MAIN STRUCTURE (APPROXIMATELY 1400 SF). Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $21,000.00 DEVELOPMENT PERMIT * * continued on next page ** Expiration Date: 01/29/2010 Fees Collected: $714.83 International Building Code Edition: 2006 Occupancy per IBC: 008 -195 Printed: 07 -01 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City di Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Print Name: � AyL ( doc: IBC -10/06 Permit Number: D08 - 195 Issue Date: 07/01/2008 Permit Expires On: 12/28/2008 Permit Center Authorized Signature: -�� Date: - 1 06 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 o e perform ce of work. I authorized to sign and obtain this development permit. Signature: Date: 9 f 10y 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. D08 -195 Printed: 07 -01 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1523049011 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Suite No: Tenant: LARRY'S STORAGE PERMIT CONDITIONS Permit Number: D08 -195 Status: ISSUED Applied Date: 04/18/2008 Issue Date: 07/01/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All wood to remain in placed concrete shall be treated wood. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 14: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 15: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during doc: Cond -10/06 D08 -195 Printed: 07 -01 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us demolition and construction. 16: Maintain sprinkler coverage until roof is removed. 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 18: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** doc: Cond - 10/06 D08 - 195 does not imply approval of Fire Prevention Bureau at Printed: 07 -01 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: / w "C._._ Print Name: PI )Ni MI - - ( eS 1 f-0 doc: Cond -10/06 Date: 7 (l /0 g D08 -195 Printed: 07 -01 -2008 Tenant Name: La Company Name: Mailing Address: E -Mail Address: CITY OF TUKWILA: Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Name: 14 a SC.o f Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION � (Akeersi: Kin Co Assessor's Tax No.: 1 2 3 but'' 0 t Site Address: t 4121 T t 1&_ ( Suite Number: Floor: i New Tenant: 5 Property Owners lame: E 4- 1..._- Mailing Address:`��'�,� -- f` 5'f I � 7.r uQ City State CONTACT PERSON - do we: contact when your permit is ready:to be issued Mailing Address: gy S 106 T 0 /V (op E -Mail Address: " 1 k C�I�'q - e � j. c GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Tx/of -1 ,95 l Nc - 7 ( � C!li' -- (.6 i-(i S [ L e IR Contact Person: eAA, Fax Number: 3 tD 329 9 G S 9 7 Contractor Registration Number: K {- 1 T J 14-17 ARCHITECT OF REC tamped by Archit Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: ( GINEER OF RECORD - A plans:m be !Vet stamped by Engineer of Re Company Name: Mailing Address: Contact Person: E -Mail Address: Q'\Applications\Forms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permi, Mechanical Permit No. Plumbing /Gas Perini Public Works Permit Project No. (Fors offi use only) Day Telephone: 1 Z S t L or 0 19.014i, WIC- R Ks&' -& City State Zip Fax Number: 1 7 -5 y Z.025 City State Zip Day Telephone: 3 `tea(., -? Ll rp Expiration Date: City Day Telephone: Fax Number: .... Yes O.No State State Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORTION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 2 (( OZ) 5 sU Existing Building Valuation: $ Z 4 /7 5, ozro Scope of Work (please provide detailed information): p� �} � P-/ 1/ i� L (Z l� �h S rGi (;G� lt�h X111RR,Ol R C, Will there be new rack storage? D.... Yes P ovule All Building Areas in Square Footage Below 2"a Floor. 3ra loor Floors thru Basemen Accessory Structure* Attached Garage Detached Garage rt Carp Detached Carpor Covered Deck Uncovered Deck ': Interior Remodel Addition to 'P Existing Structure Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bit 1'100 sf-) No If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOS - Applicable to all p,ermits in this Ration Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER OR AUT. ORI ED G �1 T: Signature: , W/ , .; Date: Print Name: 1\ U /t /( c//4' l - 5 - l D Day Telephone: L I 2 -- _ 7 -7 " g Mailing Address: 1 " J f$ ,i/ /b (:).6. 4_ 1 7k -- ,1 (v ( ZC.� Vt/C iy--/f- q� doei Date Application Accepted: Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Date Application Expires: tok Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: ty Fixture Type: Qty F ixture Type: Qty Bathtub or combination bath /shower Drinking fountain or wa cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial eceptor, indirect ste Clothes washer, domestic Floor drain Si s Dental unit, cuspidor Shower, single ead trap Urin Dishwasher, domestic, with independent drain Lavatory Water oset Building sewer or trailer park sewer Rain wat system — per drain (i ide building) Water heat d /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repai r alteration of water pipi and /or water treating e pment Repair or altera of drainage or ven piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING .RMIT INFORMATION - 206- 431 -. /0 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registratio umber: Expiration Date: Valuation of Plumbing work ntractor's bid price): $ Valuation of Gas Piping work (c. 'tractor's bid price): $ Scope of Work (please provide det ed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outle a ng installed and the quantity below: Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Receipt No.: R08 -02744 Initials: WER User ID: 1655 Payee: SEG 56TH LLC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049011 Permit Number: D08 -195 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/18/2008 Applicant: LARRY'S STORAGE Issue Date: 07/01/2008 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1253 120.00 Account Code Current Pmts 000/345.830 120.00 Total: $120.00 Payment Amount: $120.00 Payment Date: 07/24/2008 04:01 PM Balance: $0.00 5309 07/25 9710 TOTAL 120.00 doc: Receiot -06 Printed: 07 -24 -2008 Payee: SEG 56TH LLC ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1232 714.83 000/322.100 000/345.830 000/386.904 RECEIPT Account Code Current Pmts 430.50 279.83 4.50 Total: $714.83 S Parcel No.: 1523049011 Permit Number: D08 -195 Address: 14227 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/18/2008 Applicant: LARRY'S STORAGE DEMO Issue Date: Receipt No.: R08 - 01227 Payment Amount: $714.83 Initials: JEM Payment Date: 04/18/2008 10:34 AM User ID: 1165 Balance: $0.00 1325 04/18 9711 TOTAL 714.83 doc: Receipt -06 Printed: 04 -18 -2008 Project: iitA. 5r (•r ! IO 1/ !oc Type of Inspection: rOV Address: ''j 1 triZ Date Called: Specia. Instructions: Date Wanted: 1 /07/4 . . Requester: Phone No: pa- 19 S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ptir C 0.K. rievg. Inspector: ., (Date: /O 02i 0), ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .anon. ..w s Pro t: j r r J of f1 Type otInspect.io h r II Ll . al Address: Date Called: Special Instructions: Date Wanted: im Requester: Phone No: 2 53 —Z6rl e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fbg -155 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 611t. S (\ -- T.) C-■% El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Inspecto( Date: � , i V (Receipt No.: 'Date: COMMENTS: � fI ect Type of Ins io n: J\ • � 1 A l— (- ,A \ Q..-r9, 1 •a 't• Tv \-- Li Li p Date Called: Special Instructions: f i'• a a r C.A. c_,EAt L' r� — ki A ( i�,�. e n ` /} C- `' 4 {�' i 1 t \ I l, e - .. am V ‘ 1 \\ L 1 Project: L,/kJ , s _s( T.. � fI ect Type of Ins io n: J\ • � 1 A l— Address: 1 4 2 7./'j � ! 7,i -- , A Date Called: Special Instructions: Date Wanted: a.m. 7 Requester: Phone No: 7_3 r - f)4370 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 19- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. ❑ Approved per applicable codes. Corrections required prior to approval. Inspec,Cor: INSPECTION RECORD Retain a copy with permit U-"4A JUk- 00IS T5 Date: 9 or ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ti Receipt No.: 'Date: Project: fl f s Type of Inspection: V Address: f 4+ Ill ` T'vk. , '. t,,a_._ Date Called: L . . ) t - 4-./IJ - Special Instructions: • Date Wanted: Z ,§- 2 u p.m. Requester: Phone No: 3_ 26 1' r i 1 3 6 04- 1 15' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 6- -- Z Z .-O- Receipt No.: IDate: COMMENTS: Type of n pection: /\--: ��i d JA{ ‹. 6 Date Called: l J C - S L//) pt ('1_ k. I\ C.-> >f r C'- ..-`, )J` e ran Special Instructions: Date Wanted: r3- /cJ -6 .' t S 1 Kit ", UJP L l Requester: ." Phone No: -6 2' 53z f1 f p r J J e. .5 -f u) 71 94 J`/t P l ' J) t,LA'a 1 D A- e 1 LlA' '2VS S Project: _ 76Q,i Type of n pection: — w Address: Date Called: / /L/2'27 Special Instructions: Date Wanted: r3- /cJ -6 .' ea p.m. Requester: Phone No: -6 2' 53z / 71 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. I Corrections required prior to approval. Inspector( (m\KAk,\ Date: • El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: p - p n p/ jL J r "l It � '. Type of Inspection.: a �a. 5 Cr e , A f 1 _5(.- M . `b� )L J . _ /-4 po) W A« S n� j 0 __``v ,'A.S p e(,, (AD ( S p Atref "- J A e vk t -r & v\- I / L t hA. 1%t+JJ ;P war) cS Ai A ` ,.•t'cicll — v ee..ks -r � e! 4t P y a I, 11 A Project: ter Type of Inspection.: a �a. ." � Address: 1422 1- 1 'I Date Called: I ...1- . Special Instructions: Date Wanted: 5 ` J a.rr�, m. Requester: �-� Phone 1. (a (' r i l l S �3 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Corrections required prior to approval. -0 $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe tor: 1 (Date: (Receipt No.: 'Date: COMMENTS: Type of In ect ' F on n. C_ l94 ) ©U .1 41 relL : flAS 1 -e r 4 JA egokrrin Ad . .. . " erC. 6 ' A cJ — A'IJ L) ice_ d e. f : -11-3A r! e _A Ste Jc Requester: t. 1 1 I (,.-k- lerf ( 7 p Proje t: LA rrLt S S 'p Type of In ect ' F on n. C_ Address: Date Called: Special Instructions: Date Wanted: 7_ -2° a. Requester: Phone No: .-5 3 -261-2E I • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. S 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe9tor: Date: I Receipt No.: 'Date: COMMENTS: I J 3 ij T 4)`--k Type of specion: 1 1 — 1) e) i ' D, ii__/mi„ . L.. s, e. G, , i eO^d r • "LS tP. pf (kA 0 of ?A Ac ( d fit' Date Called: / , , r e - ,' Ale/ / C e_., • /, cfe.7 6 I .. ( lnJ X15 J cC.1 P ei 11 c.J Aw3 i car — . i Project: r {T�/� [� Type of specion: 1 1 — 1) e) i ' l I Address: I 1 3 . Date Called: / , , it 2 1.-'1 i .._.c- , Special Instructions: lI M r< uc .. ( Date Wanted: 7 Z f�a. P.m. Requester: Phone /� No m�// c #I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION be- Approved per applicable codes. 1 lnsPect b t r: INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Corrections required prior to approval. Date �? ZS _.o' ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: U 1 U...) v1,z-- Q G; % 1L i l (.? c- Type of Inspection: TY pection: t p J , 4.-1 / 1 ; Ki At— Address: 1-1 z Suite #: ytii t p, Contact Person: i L tA, 1= 1,t, 1 L-f — i 7I Permits: = .Occupancy Type: ic. 1 ... 1-11 o IL_ ,.. 1.)U6 2,6-, 1 j y N + "i.'7 ) T) 1_ i mil•. 0 S' i % \ A or( (� v__ G f Project: V/4 /q A L A-a_. k.2--ti --ti -6, U 1 U...) v1,z-- Q G; % 1L i l (.? c- Type of Inspection: TY pection: t p J , 4.-1 / 1 ; Ki At— Address: 1-1 z Suite #: ytii t p, Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: = .Occupancy Type: LI INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT =act T ikwila _ Wa _ 98188 206- 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. Inspector: Date: 7 Hrs.: U $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC90105 Permit Number: D08 -195 Job Number: 08 -0539 Project: Larry's Storage Address: 14227 Tukwila International Blvd, Suite 111, Tukwila Inspector: Dwayne Helgeson Description /Location: On site to inspect the placement of resteel and concrete at center column slab -on -grade infills - 3 total. Resteel Verified: Yes 7/29/2008 by Dwayne Helgeson Grade: 60 Mfg: Nucor Placement Data Design p Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 564# Type: 1/II Mix Number: 01600c Fine Agg. (lbs): 1300# Slump Spec: 4" +/- 1" Coarse Agg. (Ibs /size): 1470# 7/8" Slag (lbs): W/C Ratio Spec: Coarse Agg. (Ibs /size): 520# Pea Gravel Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 1 Fly Ash (lbs): Placed Via: Wheelbarrow Water (Ibs or gal): 274# Consolidated: Yes Admixtures s eci (P fY): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 7:50 am 1.00 0 gal. 4 1/2" N/A 70 °F 56 °F STNO 210441 Weather: Overcast Slump Range: Date Samples Picked Up: 7/30/2008 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments Specimen Number 1 = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Copies to: Client ❑ Contractor ❑ Architect 0 Building Dept Engineer n Batch Plant Test Date 8/5/08 REINFORCING / PLACEMENT: Conforms MI Does Not Conform COMPRESSIVE TEST RESULTS Field Age Size Area Weight Max Load Strength Fracture Type Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.57 8.82 55,860 4440 Technical Responsibility: Client: Kelly- Thomas, Inc. Address: 26318 Entwhistle Road, Buckley Date: 7/29/2008 Air % Range: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) RECEIVED AUG 2 0 2008 D Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC90105 Permit Number: D08 -195 Job Number: 08 -0539 Project: Larry's Storage Address: 14227 Tukwila International Blvd, Suite 111, Tukwila Inspector: Dwayne Helgeson Description /Location: On site to inspect the placement of resteel and concrete at center column slab -on -grade infills - 3 total. Resteel Verified: Yes 7/29/2008 by Dwayne Helgeson Grade: 60 Mfg: Nucor Placement Data Design p Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 564# Type: I/1I Mix Number: 01600c Fine Agg. (lbs): 1300# Slump Spec: 4" +/- 1" Coarse Agg. (lbs/size): 1470# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (Ibs /size): 520# Pea Gravel Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 1 Fly Ash (Ibs): Placed Via: Wheelbarrow Water (lbs or gal): 274# Consolidated: Yes Admixtures (specify): Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 7:50 am 1.00 0 gal. 4 1/2" N/A 70 °F 56 °F STNO 210441 Weather: Overcast Slump Range: Date Samples Picked Up: 7/30/2008 Initial Curing Method: Excluding ASTM C31- 12 Initial Curing Temp: Excluding AsrM c31 10.1.2 Comments REINFORCING / PLACEMENT: Conforms MI Does Not Conform r Specimen Number 1 • = Discarded Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 Copies to: Client ❑ Contractor ❑ Architect 0 Building Dept Engineer 15 Batch Plant Test Date 8/5/08 COMPRESSIVE TEST RESULTS Field Age Size Area Weight Max Load Strength Fracture Type Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 7 4 x 8 12.57 8.82 55,860 4440 Technical Responsibility: Client: Kelly- Thomas, Inc. Address: 26318 Entwhistle Road, Buckley Date: 7/29/2008 Air % Range: Jeff Rabe, Project Manager RECEIVED AUG 2 0 2008 atura This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 61581 Description: Epoxy Grouting (Reber) Project: Address: Client: Inspector and Date Mark Gray 7/28/2008 CONSTRUCTION INSPECTION REPORT Larry's Storage 14227 Tukwila International Blvd, Suite 111, Tukwila Kelly- Thomas, Inc. Permit Number: Job Number: Client Address: Remarks Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) RECEIVED AUG 2 01008 D08 -195 08 -0539 26318 Entwhistle Rd, Buckley, WA 98321 Observed installation of twelve (12) #4 epoxy - grouted rebar dowels along fresh cut 3'x3' sections at 48" on center for interior HSS column footing per 4/S -1 and Structural Notes. There were four holes per footing (1 each face). Holes were drilled at 5/8" diameter to a depth of 4'/2" minimum, cleaned out with compressed air. Simpson ET epoxy (expiration date 3/10) was pumped into holes using DEM hand gun. Grade 60 (Cascade Mills) #4 bars were inserted to full 4 %4" depth. Observed displacement of residual air and epoxy to ensure embedment. Conforms This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 61581 Description: Epoxy Grouting (Rebar) Project: Address: Client: Inspector and Date Mark Gray 7/28/2008 Copies to: Owner Architect X Engineer Kelly- Thomas, Inc. CONSTRUCTION INSPECTION REPORT Larry's Storage 14227 Tukwila International Blvd, Suite 111, Tukwila Permit Number: Job Number: Client Address: Remarks Observed installation of twelve (12) #4 epoxy - grouted rebar dowels along fresh cut 3'x3' sections at 48" on center for interior HSS column footing per 4/S -1 and Structural Notes. There were four holes per footing (1 each face). Holes were drilled at 5/8" diameter to a depth of 4 %" minimum, cleaned out with compressed air. Simpson ET epoxy (expiration date 3/10) was pumped into holes using DEM hand gun. Grade 60 (Cascade Mills) #4 bars were inserted to full 4 /" depth. Observed displacement of residual air and epoxy to ensure embedment. Conforms X Client/Contractor X Building Dept. Technical Responsibility: u AUG 2 0 2008 Att Arta D08 -195 08 -0539 26318 Entwhistle Rd, Buckley, WA 98321 Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) DATE: July 10, 2008 JOB#: 08 -106 TO: Rick Lentz, Architect FAX#: Email CC: Mark Soper, Contractor Rmsil Rune Harkestad, Owner Email FROM: Robb Dibble, P.E. PROJECT: Larry's Remodel — Bearing wall removal NO. OF PAGES (Including Cover): 4 Gentlemen, I( DIBBLE ENGINEERS, INC. Professional Structural Engineering Services In follow up to the Contractor's request, the use of a post installed anchor for the steel column base plate is acceptable. In coordination with the detail 4 /S -1 that shows a typical interior footing for an HSS column, an acceptable alternate would include the use of (4) 314x10" expansion bolts installed per the manufacturers' recommendations for proper hole diameter with a 7" embedment. The use of either Hilti product, Simpson, or Rawl- Powers are acceptable alternates for this application. The need for special inspection is not required for this application of the anchorbolt installation. Please call with any questions. Thanks, Structural Clarification Memo 1029 Marker Street Page 1 of 1 P. 425- 828-4200 Kirklaa4 WA 98033 F. 425- 8274131 �'3' �`>- 1 2J Marke Stree � , K,rk•Ia W/�► : +'+V ` S. �5 ry >.rai"'s,+ S•• .' k• . a4 Nwi..T 5 q.,�y' � n 'rft 6 , sZ sv �y Yr.?T R S4 f�"AA y • r J B Si t4t 0 0 r ' •5 B27 64131 �, , t. � >.l•�?T >x._,�}i'f_. "i°s..a , M+ DIBBLE ENGINEERS RECEIVED CITY OF TUKVAA JUN 0 5 2008 PERMIT CENTER LARRY'S STORAGE NEW HVAC UNffT STRUCTURAL CALCULATIONS TUKWI LA, WA PREPARED FOR: S.E. Grainger 56 LLC 845 106th Ave NE, Suite 100 Bellevue, WA 98004 I EXPIRES 03/14/ MVP I Structural Calculations Project #: 08 -106 Prepared by Dibble Engineers, Inc. June 4, 2008 Crtny KtV1ENVE'D FOR-- SCE CODE. CAMP I APPRO CORRECTION !eT 115 DIBBLE ENGINEERS, INC. LARRY'S STORAGE NEW HVAC UNIT STRUCTURAL CALCULATIONS TUICWILA, WA TABLE OF CONTENTS Section Number DESIGN CRITERIA 1 GRAVITY CALCULATIONS 2 LATERAL CALCULATIONS 3 DIBBLE ENGINEERS, INC. LARRY'S STORAGE NEW HVAC UNIT STRUCTURAL CALCULATIONS TUKWILA, WA SECTION 1 DESIGN CRITERIA WEIGHT DATA Model Number 90/102 7.9 tDK 1300 590 1355 615 1390 630 1525 692 1580 717 1615 733 1385 628 1440 653 1475 669 120 150 Base Unit - The unit with NO OPTIONS. Max. Unit - The unit with ALL OPTIONS installed (Economizer. etc.). OPTIONS / ACCESSORIES ECONOMIZER / OUTDOOR AIR Economizer Economizer Outdoor Air Hood Outdoor Air Hood OUTDOOR AIR Outdoor Air Dampers Outdoor Air Damper Motorized Kit Power Exhaust Standard Static ROOF CURBS - STANDARD Down -Flow 14 in. height LARMF10 /15-14 4 in. height LARMF10/15 -24 ROOF CURBS - CLIPLOCK 1000 Down -Flow --� 14 in. height 18 in. height 24 in. height CEILING DIFFUSERS Step -Down Flush Transitions PACKAGING LTL Packaging (less than truck bad) T -Class Packaged Gas / Electric 7.5 to 12.5 tons / Page 22 75� , TON P/Q% Base lbs. kg Net Max. lbs. kg TAREMD10 /15 LAOAH10 /15 i 30 TAOADM10 /15 LAOAD10 /15 LAPE F 10/15 LARMF10 /15S -14 LARMFI0 /15S -28 LARMF10 /15S -24 RTD11 -95 RTD11 -135 RTD11 -185 FD11 -95 FD11 -135 FD11 -185 LASRT08 /10 LASRT10 /12 LASRTI5 Base lbs. kg lbs. kg 1610 730 1665 755 1700 771 Shipping Weights lbs. ( kg 117 11 82 126 57 174 79 189 88 205 392 75 174 289 30 32 36 105 Shipping Max. 59 14 53 5 37 52 71 86 40 93 178 34 79 131 14 15 16 48 (2521) I1 II li II I I I, 1 , 11 I III 1 III 1I; '' i III) l I I I1I I I I I III I II I� ( II 1- . -1/4 20 1 5 (381) 28 (159) (508) 28 pi (711)1 r (711) oo ELECTRIC INLETS 35 fawn FLUE \ GAS O UTLET LIFTING (FOR R as - 214 I I I (2521) I1I I I I I III I II I� ( II 1- I 0 1 oo ELECTRIC INLETS 35 fawn FLUE \ GAS O UTLET LIFTING (FOR R zs? f&rU' IDEIVIEN - INICHES::(MM) WEIGHTS Net Shipping lbs. kg lbs. kg 1300 1525 1355 1580 1390 1615 590 692 615 717 630 733 1385 1610 1440 1665 1475 1700 628 730 653 755 669 771 314 381 328 394 336 403 142 173 149 179 152 183 289 339 300 352 312 364 131 154 136 160 152 165 329 374 343 387 353 398 149 170 156 176 160 181 368 431 384 447 389 450 167 195 174 203 176 204 47 46 47 46 47-1/2 46-1/2 1194 1168 1194 1168 1207 1181 21 -1/2 23-1/2 21 -1/2 23-1/2 22 24 Model Number CORNER WEIGHTS AA BB lbs. kg lbs. kg 090/102 Base Unit 090/102 Max. Unit 120 Base Unit 120 Max. Unit 150 Base Unit 150 Max. Unit Base Unit - The unit with low fire heat exchange NO OPTIONS. Max. Unit - The unit with ALL OPTIONS Installed (Economizer, High nput Heating and Controls) 4 (102) AA � (14 58 73) CONDENSATE DRAIN 5 (127) END VIEW 50 (1270) 46 -3/4 (1187) t 3 -1/4 21 -114 (83) (540) 5 -1/2 (140) SIDE VIEW (Horizontal Openings) CC lbs. kg 4 28 28 20 (711) 20 (7 ") ( (159) (1 as / -;;- BOTtOM SUPPLY BOTTOM RETURN - ��f " "" AIR OPENING AIR OPENING CENTER y T BOTTOM GRAVITY 1 OF / I \ POWER/GAS ENTRY FF 5 x 8 inches 3 1/ (127 x 203 mm) -I (89) DD I 31 -1/4 I ( -- (794) 4 (102) TOP VIEW Base Section SIDE VIEW 5-1/2 (140) / 5 (127) FORKLIFT HORIZONTAL SUPPLY HORIZONTAL RETURN SLOTS AIR OPENING AIR OPENING DD lbs. kg CENTER OF GRAVITY inch EE mm BB CC Inch HOLES GGING) FF mm 546 597 546 597 559 610 T -Class Packaged Gas / Electric 7.5 to 12.5 tons / Page 23 7.5 4 - K RS ACCESSORY DIMENSIONS - INCIIE6.(M . M) STANDARD ROOF CURBS - DOUBLE DUCT OPENING 3 -3/4 31-1/8 (791) 91 -3/4 (2330) 30-1/2 (775) 50 -5/8 (1288) 1 -13/16 (46) 21 -1/2 (546) 95 -3/8 (2423) TYPICAL FLASHING DETAIL FOR ROOF CURB FIBERGLASS INSULATION (Furnished) NAILER STRIP (Furnished) RIGID INSULATION (Field Supplied) BASE BOTTOM PACKAGED V UNIT COUNTER FLASHING / (Field Supplied) CANT STRIP ROOF CURB' %. / (Field Supplied) (Extends around entire perimeter of unit) ROOFING MATERIAL 4/ 1 -13/16 (46) NOTE — Roof deck may be omitted within confines of curb. DETAIL ROOF CURB 1 -13/16 (46) 14 (356) 24 (610) 2 (51) 10— 54 -1/4 (1378) 1 (25) 14 (356) OR 24 (610) FACTORY INSTALLED PERIMETER WOOD NAILER STRIP T -Class Packaged Gas / Electric 7.5 to 12.5 tons / Page 25 (fv)H ,i tc._ CW)HYq .5z-box DIBBLE ENGINEERS, INC. Project No. O° Project 1 L theiz ,v 5 72)f 1J' e6.7 4p Subject /V ) HVi1 -G LI Mr / ie ayn /NG- 5(.211e.f Sheet No. Date 7e g By j--- 5c _ 7 r tiwi 'ay.) N v'� # ; - w� (5)Z)eto e l6 '0 SK- v 1 C,i)flr 9kg., S6pv7 NW"w 6a b ecru,* DIBBLE ENGINEERS, INC. Project No. Project L Ity `s 5.roto645 t tsjoac_ Subject � /Z/birl t� Co/LN6c r/ AVM-) G. Nin! N!m-c_ Uiv IF Sheet No. Date ��31U S By T Sl11f'sfA sos %4 s )07 mot/ 1§74Ctr 5 /Dad ; WP WOW Z)( I,0 r =vL� sPieia) 7 Z x to l;Nas opc CWiT C k rrf -r srrw W ry / (z) (twos / Iad L.+ 1 r/ / (0,c, .� k&- 1: 4 L0)) HVId- . UNrr g y OT71z s 1110'614 Iry r c ri C.4. 13 (9 Th' t5 // 2e54 cL /i e UGH ACS r v, (5) t -L zmni 5/eJ 0-) )0/5 r Yx y 5L1 Pun, TfiP /v DIBBLE ENGINEERS, INC. LARRY'S STORAGE NEW HVAC UNIT STRUCTURAL CALCULATIONS TUKWILA, WA SECTION 2 GRAVITY CALCULATIONS DIBBLE ENGINEERS, INC. Project No. 0 Project L/A7Z12, 15 3.T Subject Sheet No. Date 6i By H ✓# — f/N l [G✓v 2t!ri G'- / 41 - $ct 9'r./lr Z 1c /4 dal Si • 5011.1 !s'�✓ �'ry ev_ zs) (1, 33,E � 53 ' J � = ? (ova-4,s. r- ( 2 /D No G ", 6 dit-6 114/ ( eg w ( &.1. ,P et / 7/ Zx tt2 c //t/'re 6)/a'1 7 yL/e- 4 0 //70 1 Gr /V csrrz ; urn /3 r = 5 = 7? �= 7e" (p 5, 54 11/ (0 Z. C Rev Y iota C 2) 2O - G aist,/V .. 7 ,,v 5 - r� /.. Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Rev: 580004 User KW -0606102, Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software r 3,r. n.., e.! i�. v. �iA?cbs..<a'xx9iFrt34t?kHS4kh Description existing 2x10 w/ new HVAC Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 10:44AM, 4 JUN 08 Page LCU. ,..du�E General Information Full Length Uniform Loads Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Ibs 368.0 Ibs 4.830 ft Summary tea. r -- .5,W4tliCa11V Deflections DL DL DL 1.500 in 9.250 in Sawn 1.150 Pin -Pin 45.000 pcf Ibs Ibs 0.000 ft Span= 11.50ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,096.45 psi Fb 853.88 psi 0.00 k -ft 0.00 k -ft 1.52 Center Span... Dead Load Deflection -0.088 in ...Location 5.750 ft ...Length /Defl 1,568.2 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.132 in @ Left 0.000 in @ Right 0.000 in 1.95 k -ft 0.00 k -ft Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 20.00 #/ft #/ft #/ft fv 54.15 psi Fv 161.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Total Load -0.386 in 5.612 ft 357.50 LL LL LL Depth = 9.25in, Ends are Pin -Pin 1.284 : 1 2.0 k -ft 1.5 k -ft at 4.830 ft at 11.500 ft Reactions... Left DL Right DL Ibs Ibs 0.000 ft 11.50 ft ft ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi 33.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 0.14 k 0.14 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Ibs Ibs 0.000 ft Overstressed in Bending ! 0.8 k 2.2 k @ Left 0.54 k @ Right 0.48 k Camber: @ Left 0.000 in @ Center 0.132 in © Right 0.000 in Max 0.54k Max 0.48 k if TAM.' Atikr. 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft 0.000 in 0.0 0.000 in 0.0 Ibs Ibs 0.000 ft 1 i 0 o •O.P. --- -- i - f 1 --- - - -- -' I L.,. 0 ; 1.11 228 3.{2 1S7 5.73 8.88 O.W 0.19 1635 11 Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Ar4 (44 Rev: 580004 User: KW -0606102, Ver 5.8.0, 1-Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description Stress Calcs Bending Analysis Ck 30.529 Cf 1.100 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Sketch & Diagram Rmax = 0.6k Vmax © left = 0.5k existing 2x10 w/ new HVAC Le Rb Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 1.95 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.75 k 4.667 in2 161.00 psi Mf F = 2.0k -ft Dmax = - 0.386in 0.54 k 0.48 k 0.00 ft 0.00 ft 0.00 ft tl /f1 }i {1fN 1 ii�tl 53#/N General Timber Beam Sxx 21.391 in3 CI 0.000 Sxx Reg'd 27.47 in3 0.00 in3 0.00 in3 @ Right Support 0.66 k 4.118 in2 161.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Rmax = 0.5k Vmax 6Qrt =0.50 z 8 Del 1.95 1.76 1.60 1.37 1.17 0.08 03 039 0.39 Bending Momefils 0.66 0.96 0.36 0.77 0.18 0.00 0.0 tt .012 -030 .030 Title : Dsgnr: Description : Scope : .0.48 Beam r Shear Area 13.875 in2 Allowable fb 853.88 psi 853.88 psi 853.88 psi 0.894 in 0.797 in Shear 0.54 k 0.00 k 0.00 k 2.28 312 1.37 5 73 8.88 8.04 Location fit) 1.11 2.20 3.12 137 373 Location rNt Location r81 Job# Date: 10:44AM, 4 JUN 08 Deflection 0.0000 in 0.0000 in 0.0000 in Page 1D 1035 115. 8.88 8.04 0.10 10.35 11.5 5 Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Rev: 580004 User: KW -0606102. Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Dead Load Live Load ...distance 2 -2x10 Ibs 368.0 lbs 4.830 ft Summary Span= 11.50ft, Beam Width = 3.000in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb Deflections 567.82 psi 853.88 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D. @ Center @ Left @ Right existing 2x10 w/ new HVAC CG9/Z. ti's //- DL DL DL 3.000 in 9.250 in Sawn 1.150 Pin -Pin 45.000 pcf Ibs Ibs 0.000 ft 2.02 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.04 fv Fv Dead Load -0.052 in 5.750 ft 2,662.1 L. Defl) ... 0.078 in 0.000 in 0.000 in General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 20.00 #/ft #/ft #/ft 28.25 psi 161.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Depth = 9.25in, Ends are Pin -Pin 0.665 : 1 2.0 k -ft 3.0 k -ft at 4.830 ft at 11.500 ft Total Load -0.201 in 5.612 ft 687.11 LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : Ibs Ibs 0.000 ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi Full Length Uniform Loads 33.00 #/ft #/ft #/ft Point Loads Maximum Shear * 1.5 Allowable Shear: 0.16 k 0.16 k ;. :_ .r4¢iY.vla6FU._. !.13lICnx- ,a.�iLiu nmarr‘ros.r. Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl 11.50ft Lu ft Lu ft Lu Ibs Ibs 0.000 ft Dead Load 0.000 in 0.0 Job # Date: 10:44AM, 4 JUN 08 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 0.8 k 4.5 k @ Left 0.57 k @ Right 0.51 k Camber: @ Left 0.000in @ Center 0.078 in @ Right 0.000 in Max 0.57 k Max 0.51 k Total Load 0.000 in 0.0 0.000 in 0.0 Page Ibs Ibs 0.000 ft 2222 2 I i a-- ' 1 • -. � • Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Description Bending Analysis Ck 30.529 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = Sketch & Diagram 5. ffflf +ff'l1tt 1r //=i11►11t1{141/fi14 53#/ft 0 Rmax = 0.8k Vmax @ left = 0.6k existing 2x10 w/ new HVAC 0.000 ft 0.000 Max Moment 2.02 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.78 k 4.870 in2 161.00 psi 1y111g♦r = 2.0k -ft Dmax = -0.201in 0.57 k 0.51 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft 037 Rmax = 0.5k 0'47 0.38 Vmax @ rt = 0.5k 03a 0.10 _ 090 2" 0.0 1 0 26 .038 Title : Dsgnr: Description : Scope : Sxx 42.781 in3 Area 27.750 in2 CI 0.000 Sxx Req'd 28.45 in3 0.00 in3 0.00 in3 @ Right Support 0.70 k 4.321 in2 161.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 853.88 psi 853.88 psi 853.88 psi 0.468 in 0.419 in Job # Date: 10:44AM, 4 JUN 08 Rev: 580004 User: KW -0606102, Ver 5.8.0, 1- Nov -2006 (01983 -2006 ENERCALC Engineering Software General Timber Beam Page 21 'v's'i'%Rile1'FJSFF.4's'!�K VtA'i�M!. Stress Calcs 1.21 c 191 1• 091 ■ 091 11, 0.40 ■ 0.20:- Bending Mometnos 0.61 Beam' hear Deflection 1 2 .28 2.20 Shear 0.57 k 0.00 k 0.00 k 29 3.42 4.57 5.73 Location (11) i I 3.12 4.57 5.73 Location rttl 3.42 4.57 5.73 Location (ft) Deflection 0.0000 in 0.0000 in 0.0000 in 8.88 89! 0.10 1 115 1035 Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Rev: 580004 User: KW -0606102. Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Deflections Summary S7»:: c _:v4:t'S'f�:�4t'_Jl4•_ 131i4s' Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 @ Center @ Left © Right existing 2x10 w/ new HVAC AO VG- ,/02 j. C..t G_ CP/-= r Ibs 105.0 Ibs 4.830 ft DL DL DL 1.500 in 9.250 in Sawn 1.150 Pin -Pin 45.000 pcf ,wxswu:; nrnwmc Full Length Uniform Loads Point Loads J Ibs Ibs 0.000 ft Span= 11.50ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 683.49 psi Fb 853.88 psi 1.22 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.52 fv Fv Dead Load -0.088 in 5.750 ft 1,568.2 * D.L. Defl) ... 0.132 in 0.000 in 0.000 in 20.00 #/ft #/ft #/ft General Timber Beam Depth = 9.25in, Ends are Pin -Pin 0.800 : 1 1.2 k -ft 1.5 k -ft at 4.968 ft at 11.500 ft 37.66 psi 161.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Total Load -0.258 in 5.704 ft 534.33 LL LL LL Title : Dsgnr: Description : Scope : Reactions... Left DL Right DL Ibs Ibs 0.000 ft 11.50 ft ft ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi 33.00 #/ft #/ft #/ft 0.14 k 0.14 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Ibs Ibs 0.000 ft Maximum Shear *1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Max Max Dead Load 0.000 in 0.0 Job # Date: 10:49AM, 4 JUN 08 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Page Ibs Ibs 0.000 ft Beam Design OK 0.5 k 2.2 k 0.39 k 0.37 k 0.000 in 0.132in 0.000 in 0.39 k 0.37 k Total Load 0.000 in 0.0 0.000 in 0.0 1 a000ea, i ? i - 1 ) ciao • Dibble Engineers 25 Central Way, Suite 210 Kirkland, WA 98033 Rev: 580004 User: KW -0606102, Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description existing 2x10 w/ new HVAC Stress Calcs Bending Analysis Ck 30.529 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = Sketch & Diagram Rmax = 0.4k Vmax @1811= 0.4k 0.000 ft 0.000 Max Moment 1.22 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.52 k 3.246 in2 161.00 psi 0.39 k 0.37 k 0.00 ft 0.00 ft 0.00 ft 53 4Til i 7 ' 1 l �;1;dll rr " i T r U; 53 1 tlA� (= 1.2k -fl O (1) Dmax = -0.258fn General Timber Beam Sxx CI 21.391 in3 0.000 Sxx Reg'd 17.12 in3 0.00 in3 0.00 in3 @ Right Support 0.50 k 3.089 in2 161.00 psi Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft ft- 112 1.10 0.07 0.85 73 1.57 5.73 .01 6.19 10.35 Rmax = 0.4k Vmax @n = 0.4k Bearing Length Req'd Bearing Length Req'd oA1 0.49 037 0.24 0.12 (LAO Bendli g Mometils 0.39 0.33 018 0.20 0.13 . 0.07 0.0 vO -0LO .0.10 8 Title : Dsgnr: Description : Scope : Area 13.875 in2 Allowable fb 853.88 psi 853.88 psi 853.88 psi 20 3.12 0.643 in 0.615 in Shear 0.39 k 0.00 k 0.00 k Location f111 Job # Date: 10:49AM, 4 JUN 08 Deflection 0.0000 in 0.0000 in 0.0000 in e.e8 Page 11.5. .0.28 -0.37 Beam &hear 1.11 Deflection 342 1.57 573 Location fin Location (It) 9.69 8.01 0.19 6.01 11.5+ DIBBLE ENGINEERS, INC. Project No. Project 5 r /+ /215-n2efov2 Subject Sheet No. Date 4730 By � c ' 1.. is 'l/Ish) 5 re-49 W0 z / 4 ito • 14 4 "4-`4c P= 06 -7 ` 3 6 - %y35 (.e/ =7 % S it e52;:"r 5 eszr ti) 2 TV0 & lfr Timber Column Capacity By TSC Date 5/8/2008 Codes Used: 2001 NDS and Supplement Member Dimensions: l = ;_0`5 FT Ie2 = .:20.0 FT d,= ' i3 IN d = '5:5 • IN (le / d)mex = 43.64 Design Assumptions: Equations: Factors: Adjustments: Analysis: Hem -Fir - No. 2 F 800 PSI E = 1,200,000 PSI F' Fc * CD * CM * Ct * CF * Ci * CP E'= E *CM *Ct *Ci "CT F = Fc *CD *CM *Ct *CF * Ci FcE = KCE * E' / (l / d) K = 0.510 - 0.839 *(COV CD = 1.15 Snow Load (NDS 4.3) C = 1.00 Dry C = 1.00 <— 100" F CF = 1.05 Size Ftr. C = 1.00 No Incising Cp = see eqn Column Stability (NDS 3.7) CT = 1.00 Only for 2" x 4" or smaller (COV = 0.25 Visually Graded Lumber 0.15 Machine Evaluated Lumber 0.10 Glulam USE: (COV = 0.25 USE: c = 0.80 F *= 966 PSI E' = 1,200,000 PSI K = 0.300 FE = 189.22 PSI (F /F *)= 0.196 Cp = 0.187 F' = 180.89 PSI Column Capacity = 2984.6 LBS Combined axial compression and bending in d2 direction: uniform wind load w = 7 plf Axial compressive load p = 1435 Ibs M of I about 2 41.59 in ^4 fb = 278 psi fc = 87 psi CSI = 0.89 <1.0? Effective Col. Length Section Dimension (NDS Supplement Table 4A) (NDS Table 4.3.1) Fb = Cd = Cm = Ct = CL = Cf = Cr = Fb' = c = 0.80 Sawn Lumber 0.85 Round Timber Poles & Piles 0.90 Glulam, Str. Composite Lumber 0 675 1 1 1 1 1 1.15 776 Grade:._ Hf 1616)1'6'11 Possible CD values: 0.90 Dead Load 1.00 Live Load 1.15 Snow Load 1.25 Construction Load 1.33 Wind /Eqk Load 1.33 Impact Load DIBBLE ENGINEERS, INC. LARRY'S STORAGE NEW HVAC UNIT STRUCTURAL CALCULATIONS TUKWILA, WA SECTION 3 LATERAL CALCULATIONS Period, sec MCE Sa, g 0.00 0.562 0.11 1.406 0.20 1.406 0.52 1.406 0.60 1.228 0.70 1.053 0.80 0.921 0.90 0.819 1.00 0.737 1.10 0.670 1.20 0.614 1.30 0.567 1.40 0.526 1.50 0.491 1.60 0.461 1.70 0.433 1.80 0.409 1.90 0.388 2.00 0.368 1.6 v) 1.4 0 4 0.8 t 0.6 0. rn 0.4 W g 0.2 Maximum Considered Earthquake Ground Motion Site Class D Fa = 1.00 Fv = 1.52 Zip Code = 98168 Central Lat. = 47.488839 deg Central Long. = - 122.29991 deg 0' 0 0.5 1 Period, sec 1.5 2 MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Period MCE Sa (sec) ( %g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS 1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 056.2 T = 0.0, Sa = 0.4FaSs 0.105 140.6 T = To, Sa = FaSs 0.200 140.6 T = 0.2, Sa = FaSs 0.524 140.6 T = Ts, Sa = FaSs 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T = 1.0, Sa = FvS 1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 �. Y06 C � ."-et �.7 ns = J DIBBLE ENGINEERS, INC. Project No. Project Subject Sheet No. Date By 513/5MIL »k'PU GNrr ffi Fp GYapS ®s-', ( 2 ) a - z •5 (L = 6-0 fp /,z- =1.o Cos = p. 9 3 7 R.5ce 7 -DS (•Q / ,I-1 A 5 (41 7 §13." peg tar /34 0■g.77) kV, 0 4 Z I.o) = � . `76`�' 11/p ( l f:/2 V ) = 6 /o P (O r /.v= y36 ` zoe' wr= 13)x` g%f'f it Aor = ' f5 77(z.00 ,- 9077" At2 1 r 7 `r (i. -fI = z32 #`' d $1 '14 am. rF r— Gyr DIBBLE ENGINEERS, INC. Project No. Project Subject Sheet No. Date By V= 936'T I /y " 5os scdov -� NZ,S c4/5 y - y (7iv "' 9; S a I't 5 r/4~71/ '/ )G 17 'Y Ca/L'& sks ere-41311/5 (Y) HZ,S 44 fif r June 19, 2008 Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Blvd. Suite #100 Tukwila, Washington 98188 RE: Project # D08 -195 Larry's Storage Remodel 14227 International Blvd. Dear Mr. Johannessen: MERRICK LENTZ ARCHITECT A R C H I T E C T U R E - P L A N N I N G Thank you for your letter of June 11, copy included, pertaining to this project. Reponses have been prepared and are included for your continued review. 1. The exit corridor has been added around the proposed interior space as indicated on Sheet A2.1. The existing door that led to the previous exiting configuration will be relocated, so the 20 minute rating (when confirmed) should be adequate. 2. Dimensions for the full length of the exit corridor are provided. The new total length is 182 LF. 3. Emergency exit lighting with battery back -up is indicated on the corridor plan. 4. The spaces on each side of the corridor are indicated as Laundromat, "Future Retail" and Video Store on the inner side and "Storage" on the outer side. 5. Fire blocking is indicated on the corridor section added to Sheet A2.1 6 -7. Addressed by structural engineer response'letter. Please let me know if you have additional comments or concerns. Sincerely, MERRI K LENTZ A ITECT Merrick D. Lentz Principal Architect Poq 'et • 1800 - 136th Place NE - Suite 100, Bellevue, WA 98005 t 425 747 3177 f 425 747 7149 mla @mlarch.com Tukwila Building Division Allen Johannessen, Plans Examiner 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 June 19, 2008 DEI Project: #08 -106 Larry's Storage Remodel Re: Larry's Storage Remodel @ 14227 Tukwila International Blvd. (Development Permit Appliaction D08 -195) Dear Mr. Johannessen, Thank you for your thorough and comprehensive review of the Larry's Storage Remodel project. Dibble Engineers has reviewed and responded to the comments pertaining to the structural design. Please find our responses below, which numerically correspond to the review letter. Sincerely, 6. The connection hardware for the wall to roof -rafter connection is shown on the updated wall section indicated detail 2 on Sheet A2.0. 7. An elevation detail of the new beam installation to the existing rafters is shown on the updated detail on detail 1 on sheet A2.0. A new opening within the existing CMU wall at the back of the building shall be installed. The new opening within the existing wall shall be supported as indicated by detail 7 /S -1. Please contact us with any questions or clarification to these comment responses. Robb Dibble, P.E. Principal Attachments: S -1 and A2.0 (wet signed drawings) !EXPIRES 1/02/M 1029 Market Street Kirkland, WA 98033 • • DIBBLE ENGINEERS, INC. Professional Structural Engineering Services RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER Page 1 of 1 CORRECTION LT.R# 2 - Structural Plan Response P. 425.828.4200 287. 3 1 June 13, 2008 Kamma Scott 845 — 106 Avenue NE, Suite 100 Bellevue, WA 98004 RE: CORRECTION LETTER #2 Development Application Number D08 -195 Larry's Storage —14227 Tukwila International BI Dear Mr. Scott, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl File No. D08 -195 • Cizy of Tukwila Department of Community Development Jack Pace, Director Brenda Holt Permit Coordinator P:\Pennit Center \Correction Letters\2008\D08 -195 Correction Ltr #2.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo • • Date: June 11, 2008 Project Name: Larry's Storage Permit #: D08 -195 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The required means of egress serving the larger tenants space, (Bartell Drugs & Laundromat) shall not pass through the smaller tenant space or spaces. Therefore a corridor shall be required to provide an exit access for each tenant to an exterior exit. Show a corridor with walls and ceiling of not less than 1 -hour fire resistant rating that connects each tenant and leads to an exterior exit. In addition, identify door type /rating for the 1 -hour corridor. Doors shall not reduce the required corridor width to less than one -half during the course of the swing. (IBC 1014.2, 1014.2.1 Exception, 1015.2.1 EX 1., 1017.5, 1021.3, 1005.2, 706.3.2, 706.3.3 & 706.5) 2. Provide dimensions to show length of the exit corridor. 3. Show emergency lighting in the corridor. Emergency lighting shall meet means of egress illumination requirements including the 1 foot - candle requirement at the walking surface. (IBC Section 1006) 4. Identify the spaces shown on each side of the marked exit path or the intended use of those vacant and unmarked spaces. 5. Identify and show fire blocking spaced no more that 10 feet vertically for the new wall. (IBC 717.2.1) 6. Specify hardware or rafter ties for the wall to roof -rafter connection. 7. Provide an elevation detail at the new beam installation to show blocking of rafters and rafter ties or connection of rafters to the new beam. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 May 22, 2008 Kamma Scott 845 — 106 Avenue NE, Suite 100 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Application Number D08 -195 Larry's Storage —14227 Tukwila International BI Dear Mr. Scott, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl File No. D08 -195 40e • Department of Community Development Jack Pace, Director P:\Pemtit Center \Correction Letters \2008\D08 -195 Correction Ltr # 1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 s a • Building Division Review Memo Date: May 21, 2008 Project Name: Larry's Storage Permit #: D08 -195 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide full scale drawings drawn to scale. Drawings shall include a site plan minimum 1/8" scale and floor plan 1/4" scale. Reduced drawing will not suffice. Plans shall be drawn by a registered design professional. Plans shall be wet stamped and signed by the design professional. (IBC 106.1, 106.2) 2. Please provide construction and occupancy type of the building. Show the resulting occupancy type of the new storage space, what will be stored, use etc. Is the building sprinkled? Identify what the existing spaces are prior to demolition. (IBC 106.1, Section 602) 3. Identify each adjacent tenant space. Include dimensions and square footage of the building and all tenant spaces. (IBC Section 302) 4. Provide complete plan details for the corridor. Plan shall identify corridor leading to the required exterior exit. Path of egress shall not pass through storage rooms unless defined with a full or partial height wall and the width of the path shall not be less than 44 inches. Each adjacent tenant shall have access to the corridor. Width of the corridor (minimum 44 inches) shall be shown where doors shall not block the corridor path. Exit doors shall swing into the path of egress, however doors opening into the corridor shall be recessed to prevent blocking the required width of the corridor. Provide dimensions that identify length of the egress corridor. (IBC 1008.1.1.1, 1014.2 & 1017) 5. Plan shall identify emergency egress lighting and shall show illuminated exit signs. (IBC 1006) 6. Integrity of the corridor construction shall be maintained. Corridor wall details shall include elevations identifying wall type and construction of the corridor walls and ceiling. 7. Specifications shall identify wood species, stress grade, and specific camber of the glue -lam beam. 8. Provide specs for the steel tube to show base plate connections and post beam connections. In addition specify grade of steel for rebar and steel tube. 9. Provide special inspection requirements for the 3000 lb concrete. Provide complete footing details. • • 10. Identify anchor bolt spacing in the walls. Provide recommendations with details if additional bolting is required. 11. Identify plywood grade and specifications. 12. Identify roof to bearing wall connections including hardware specifications. Provide details for all connections. (IBC 106.1) 13. Specify nailing for drywall and plywood sheathing. 14. Provide a narration to clarify the process of the wall and floor removal. It is assumed the existing wall supporting a floor and floor is to be removed and a new full height wall is constructed to the roof. Include corridor construction. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. April 23, 2008 Kamma Scott 845 —106 Avenue NE, Suite 100 Bellevue, WA 98004 • Ciz of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D08 -195 Larry's Storage — 14227 Tukwila International BI Dear Mr. Scott, 0 Department of Community Development Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 18, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -195 P:\Permit Center\Incomplete Letters\2008\D08 -195 Incomplete Ltr # 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: April 22, 2008 Project Name: Larry's Storage Permit #: D08 -195 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Examiner Senior Plan The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24)(36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide additional information that will show how this demolition will affect the structural integrity of the building. Will any members be removed that may be supporting roof structure? Will the removal of this portion of the building cause the need for repairs to the adjoining exit corridor and is this wall fire rated. 2. What will the use be for the space that remains? This area currently appears to be part of the exiting system for the tenants at the front of the store. If this area is used for storage purposes, exit pathways will need to be separated from the storage area by a minimum 44 inch wide path separated by full or partial height walls or similar construction. If this area will not be accessible by any of the tenants currently using this space for exiting then the rear exits from those spaces will need to be modified. 3. Plans need to be stamped and signed by a design professional licensed in the state of Washington. 4. If exit paths are relocated or revised, emergency lighting and lighted exit signage may need to be modified as well. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. ACTIVITY NUMBER: D08 -195 DATE: 07 -11 -08 PROJECT NAME: LARRY'S STORAGE SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: B I ng' wivisil n Public Works NL& 1I-I) 5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 * PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Structural Review Required R CORRECTIONS: MO AO' 1 Fire Prevention Structural Incomplete Approved with Conditions DUE DATE: 07 -15 -08 ❑ No further Review Required DATE: DATE: ktscl-IS -03 Planning Division Permit Coordinator Not Applicable DUE DATE: 08 -12 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -195 DATE: 07 -07 -08 PROJECT NAME: LARRY'S STORAGE SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: BuirdQjtg Dfvision Public Works lija '1 -(o- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Incomplete Structural Review Required Approved with Conditions moo 4 W 1 -v2b Fire Prevention DATE: DATE: Division Permit Coordinator DUE DATE: 07 -10 -08 Not Applicable ❑ No further Review Required • DUE DATE: 08 -07 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -195 PROJECT NAME: LARRY'S STORAGE Original Plan Submittal X Response to Correction Letter # 2 DATE: 06 -20 -08 SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B i • g ir'vision Public Works Complete I V Comments: TUES/THURS ROUTING: Please Route Documentsfrouting slip.doc 2-28-02 REVIEWER'S INITIALS: • PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 06-24-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required No further Review Required DATE: DUE DATE: 07-22-08 Not Approved (attach comments) DATE: n Permit.Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -195 DATE: 06 -05 -08 PROJECT NAME: LARRY'S STORAGE SITE ADDRESS: 14227 TU KWI LA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B Public Works Complete Comments: g Div'sTon DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PLAN REVIEW /ROUTING SLIP 1 e iPERMIT COORD COPY � Fire Prevention Structural Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETEN MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: DATE: DATE: Planning Division Permit Coordinator DUE DATE: 06-10-08 Not Applicable n No further Review Required n DUE DATE: 07-08-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) rq Notation: REVIEWER'S INITIALS: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -195 DATE: 05 -12 -08 PROJECT NAME: LARRY'S STORAGE SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Build g r i ion Public orks ❑ DETERMINATION OF OMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete n Structural Review Required Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 05-15-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 06-12-08 Not Approved (attach comments) FV( DATE: Permit Center Use Only l� CORRECTION LETTER MAILED: 6N ' - 2=0 Departments issued corrections: Bldg CJ Fire ❑ Ping ❑ PW ❑ Staff Initials. • PERMIT coorii) t,ur 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 195 DATE: 04 -18 -08 PROJECT NAME: LARRY'S STORAGE SITE ADDRESS: 14227 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Biaifding Divis On Public Works VI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Documents/routing slip.doc 2 -28 -02 2 i APPROVALS OR CORRECTIONS: 6/'* 14wL 422 D@ Fire Prevention Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: 4-1)1 Planning Division Permit Coordinator DUE DATE: 04-22 -08 Not Applicable n No further Review Required DATE: DUE DATE: 05 -20-08 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I — l -.0 SS' VMIL `7 � ' K- & U,(( Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I — l -.0 SS' VMIL `7 � ' K- & U,(( Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I — l -.0 SS' VMIL `7 � ' K- & U,(( Summary of Revision ko c.} - ,,., AI w� tits ev4 SA- AbativA,( b Received by: 3U,ti KARKKS' T/91) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 7 - o J- 2-4-d w1l Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 7 - o J- 2-4-d w1l t�" v\e Summary of Revision: 1 e v co , d,W' .1-0 .� - re, eov\sfi NC4i`' Received by: '4u,v( +1?-f) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: La rr s 1111,- e, PERMIT NO: DG t t3 S SITE ADDRESS: 1 Tv .►t't ORIGINAL ISSUE DATE: 7- t-D REVISION LOG (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/// • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: t- 4 7 R V r r S T Oa GC b FM Project Address: 1 f 2 -? l 1<Wt't-, 1,t/ ?7L vi) ,� Contact Person: 1'�(J/Vr istrt R E 170 Phone Number: '-/ 2-S C??"" ,g Summary of Revision: RCS. ( 7C,/' (1nO/l 0 p WA-4-z_ r It Nib 5 i RciG 1 (Jl 4- L3M 7J Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ! — (1 _d \applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: P ©S — 19 S RECFIvED CfTY OF TUKtA►ILA JUL 112008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Jobe 5 woe Plan Check/Permit Number: D08 -195 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued xl Revision requested by a City Building Inspector or Plans Examiner Project Name: LARRY'S STORAGE Project Address: 14227 Tukwila International B1 Contact Person: Kamma Scott • Phone Number: Summary of Revision: 47 �i(lit X62- e,€ /l SEGO re, KECOC4 -- ntJ4 'o PASc Y.oR- . Sheet Number(s): 4- 7,- RECEIVED CITY OF TUKWILA 'JUL 07 2000 tAiii "Cloud" or highlight all areas of revision including date of revis' Received at the City of Tukwila Permit Center by: 1 < Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: a • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: pIL L J q / 2OD j Plan Check/Permit Number: D08 -195 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 'L- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LARRY'S STORAGE Project Address: 14227 Tukwila International Bl Contact Person: l< I - 2 - Summary of Revision: Mr (rteACbf2. C-FV 16:2 frA COm M l -61TPK__ Sheet Number(s): Moal i O "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8-13-2004 Revised: cry RECEIVED JUN 2 0 2008 NER1,11 T CENTER Phone Number: 425 t3 1 I r7 Date: JUNE 5, 2cce Entered in Permits Plus on City of Tukwila \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hup: / /www.ci.iukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the snail, fax, etc. Plan Check/Permit Number: El Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LARRY'S STORAGE Project Address: 14227 Tukwila International B1 Contact Person: NI CK Phone Number: 425 •')47 • 317 7 Summary of Revision: rULL S1 sHEM fetwimo 4 smA v 'co es) 68 44.4 PP''?c P55 1AL j (I-rA ip 5 eArro(ZAL lomvrl t3 620M 5/22 wrreg. hQOEV rrovISIor Folk. NOW IWAG UNIT reovt (Ntw Ualb? IS Ver- 42, 19 .5 U 8 r►r1 illAt -. To $ t; tzTev $Y rA ttottknUGA(_ co wr ToQ D AJ 5 elPrtlA T AfetACATLv *) Sheet Number(s): ALL ND M 10) A Me i P 1.o 51 "Cloud" or highlight all areas of revision including date of r; vision Received at the City of Tukwila Permit Center by • D08 -195 AtceivED CITY OF K IJUN 0 5 2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: LARRY'S STORAGE Project Address: 14227 Tukwila International B1 Contact Person: Kamma Scott Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date revision eL Received at the City of Tukwila Permit Center by: Q ----Entered in Permits Plus on S (- O lapplications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -195 Phone Number: OrSi - CE A I fE f Li 2f `1ST 2 . � RECEIVED CITV OF TUFWLA Ya 22001 1ERMrr CENTER License Information License KELLYTI148CR Licensee Name KELLY THOMAS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600606877 Ind. Ins. Account Id 49848700 Business Type CORPORATION Address 1 26318 ENTWHISTLE RD E Address 2 City BUCKLEY County PIERCE State WA Zip 98321 Phone 2537353928 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/19/1986 Expiration Date 1/29/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CBIC 626389 01/29/2002 Until Cancelled $12,000.00 01/18/2002 #2 CBIC 626389 01/29/1990 01/29/2002 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date KELLY, PATRICK K 01/01/1980 11/10/2005 THOMAS, FREDRICK A JR 01/01/1980 11/10/2005 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 0 Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= KELLYTI148CR 07/01/2008 2x6 JOISTS a 24" o.c. 5/B," &DB 1/2" 0515 PLYWOOD 2x4 I-IF STUD GRADE 6 24" o.c. 5 /8" GWB EA. SIDE w/ Sd . EDGE AND Sd e 12" o.c. FIELD 2x4 P.T. SILL w/ A.B. MIN. 1/2" DIA.0 48" o.c. MST 48 STRAP G 8E M, OFFSET BEHIND, w/ 32 - IOcIxI " TIGO NAILS NEW FRAME W EXIST. CONC. SLAB ATLL EDIRUGS In SUITE "A" 15066 SF NO WORK TO BE DONE IN THIS \N TO ROOF ABOVE BLICIG 6 10' MAX. 4' -0" SGT. I/A2.1 —EXIT ORRIOS SCALE: I /2 "= I -0" SIMPSON ANGLE A -34 CLIPS A. 2 BAYS EA. SIDE OF SPLICE AND @ 8' - o.c. ALONG BEAM SIMPSON L66 w/ (2) i" x 4" LAG BOLTS EA. SIDE SCIT. 2/,42.1 — SEAM CIONN. SCALE: 3/4 " =1 '-0" exist. 0 3 4' -7W (EXIT 4 20' -4" fn E-11 a SEC 1/A2.1 L - -_I NO WORK TO BE DONE N THIS SUITE LAUNDROMAT EXIST. EXIT SUITE "B" 3114 SF OCCUPANCY 31 (ONE EXIT ALLOWED) S' HTgh wall LENGTH OF EXIT CORRIDOR - 113' -8" ul Lo 45' -4" length of exist. full - height. wall SEC 1/42.1 3' -0" (conform) 63-2" reuse exist. S' -2 -tube fluorescent fixtures (6 Iocs.) NOTE: THIS WALL REMOVED DURI DEMOLITION S' High wall RETAIN EXIST. SUSP. CEILING ONSTRUTION FLOOR FLAN RETAIL SkELL Wall to roof above Use 1/2" OMB 1.I.o GWS (outside face only) SUITE "C" 5640 SF EMERGENCY EXIT LT'G w/ BATTERY SACK-UP (TYP 6 LOGS MIN. AS SHOWN) [I 36 "X36 "X10" conc. ftg (3 Ioc.) SEC 2/A2.1 30' I 0 exist steel cols to remain (2 Ioc) D ' RELOCATE EXIST 3/0x1/0 DOOR SEC 1/A2.1 3-6" i •_J EXIT NO WORK TO BE DONE IN THIS SUITE SCALE: I /8 "= I' -0" VIDEO RENTAL SUITE "D" 5593 SF _ EXIST. cMU EXTERIOR WALL STC4CaE 5' -3356 2840 .SF 5' High wall 13' -2"%e PG'3 /0x1 /0 OORS (2 LOC) r exist. r axis El El FILE COPY Permit No. river review approval is subject to errors and omissions. Apr royal of construction documents does not alig101 th( violation of any adopted code or ordinance. _ ovriedeed. 0' L proved •.'.-Id Copy and �� By.. Date: City of Tukwila BUL.O!ND DIVISION REVISIONS No changes shall be made to the scope DRAWING TITLE of work without prior approval of Tukwila Building new 0NST U T 10N NOTE: Revisions will require a new plan submittal and may include additional plan review fees. EVISION N1I UNPUBLISHED WORK ©2008 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747 -3177 FAX (425) 747 -7149 E -Mail: mla @mlarch.com PROJECT NAME LARRY'S STORAGE SUITE "G" TIKWILA, WASH. DRAWN BY . REVIEWED FOR— CODE COMp'L m APPROVE JUL 18 2008 FLOOR PLAN, DATE MAY I 2008 CHECKED BY. REVISIONS JUNE 16, 2008 JULY 3, 2008 JULY 10, 2008 D08- 195 DECEIVED 11112 ' '. PERMIT CENTER I A2.I 2x6 JOISTS 6 24" o 5/8" GW8 1/2" O5B PLYUJOOD 2x4 NF STUD GRADE 24" o.c. 5/8" GWB EA. SIDE w/ Sd . EDGE AND Sol 6 12" o.c. FIELD 2x4 P.T. SILL w/ AS. MIN. 1/2" DIA.6 48" o.c. EXIST_ CONC. SLAB SCIT. I/A2.1 -EXIT CORSIOR BARTELL DRU SUITE ",4" 15066 SF NEW FRAME WALL TO ROOF ABOVE BLK'G a 10' MAX. 4' -0" NO WORK TO 5E DONE IN T141$ SUITE SCALE: 1/2"=-1 / exist. exist exist: 33-6" EXIST. EXIT 1 SEC 1/42.1 8' 141 NO WORK TO BE DONE IN THIS SUITE LAUNDROMAT SUITE "8" 3114 SF OCCUPANCY 31 (ONE EXIT ALLOWED) 4' -7" h wall EXIT L n 0 jo EXIST. ChM EXTERIOR WALL SEC 1/A2.1 Wall to roof above Use 1/2" O88 1.1.o CsUB (outalde face only) Rif (conform) 8' High wall NOTE: THIS WALL / REMOVED PURI DEMOLITION RETAIN EXIST. SUSP. CEILING 54 ONSTRUTION FLOOR FLAN RETAIL SkELL SUITE "C" 5000 SF L LENGTH OF EXIT CORRIDOR - 112' -2" 0 RELOCATE EXIST 3/0x"1/0 DOOR 0 8' -9A" 4' -5r SEC 1/A2.1 M I5"' 8' 1410 wa I I NO WORK TO 5E DONE IN THIS SUITE VIDEO RENTAL SUITE "D" 5593 SF Eh'IER�IGY EXIT-LT- /'�-wu 3A RY 13 UP (TYP 6 LOCS MIN. AS SHOWN) SCALE: I/8 "= exist. 0 D By Date:. 'V" °7 REVISIONS o changes shall be made to the scope of work without prior approval of Tukwila Building Division. NCTE: Revisions will require a new plan submittal a nd may include additional plan review fees. FILE COPY Permit No.„900 Plar review approval is subject to errors and omissicils. Approval of construction documents does not authorize the piolation of any adopted code or ordinance. Receipt of aOproved Reid Copy conditions is . ;.: , 'fed City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 16 2008 pity Of T ILDING DMSION REVISION )RECEvE® JUL 07 2008 PERMIT CENTER UNPUBLISHED WORK 02008 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747 -3177 FAX (425) 747-7149 E -Mail: mla@mlarch.com PROJECT NAME LARR STORAG'E SUITE "G" TIKWILA, WASH. DRAWING TITLE CONSTRUCTION FLOOR PLAN, DATE MAY I Q, 2008 DRAWN BY . CHECKED BY REVISIONS JUNE 16, 2008 JULY 3, 2008 A2.I 1 FUTURE DRUG STORE R199 R259' 0 SCALE: 1" = 30' -0" NO CHANGE: TO EXISTING PARKING, LANDSCAPING, INGRESS OR EGRESS S1 44TH SITE FL.AN 0 15' 30' 60' ;3 I DEMO EXIST 2- STORY ROOM (APPROX 1,400 SF) INCLUDING ALL RELATED ELEC, PLUMBING, WALLS, DOORS, UNLEVEL CONCRETE, ETC EXIST FAST FOOD 2,640 SF R182' / / / / / / / / / / / / / / / / / / ADDRESS / SOJCT NOTES SCOPE OF WORK OCCUPANCY CONSTR. TYPE BLDG. AREAS DRUG STORE: LAUNDRAMAT SUITE "G" VIDEO STOfiZE STORAGE TOTAL RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER R ME NED FOR A ' COMPLIANCE A { PROVED , JUN 2 4 2008 of liiktivila OIVISION E9,. COPY Permit Moo r�' tr' approval is subject to errors and °Missions. construction document does not authorize the vioiatiar; of any adopted code or ordinance. Receipt of approve Reid Copy and co dtti :: s • ac ors? i lvd: Date: 2 -13 FULLY SPRINCLERED 150662 sF 5114 5F 5000 5F 55:15 SF 5480 SF 52855 SF PERM" dEQUIRED FOR: VMechanical L Eieclrical plumbing ifirGas Piping City of Tukwila & S A/ 1 G' DIVISION cit' of T � il DING D. W I a :. No REVISIONS 'd es shall be r!7c 71p to fi - Qrrinn Of work livithoilt prior approv- -11 : 1f �� Tukwila Building Division I ,C ► E: Revi ions will a ro qui and .re± new r! F may include additional clan DEMO EXISTING 1600 SF TWO -STORY PORTION WITHIN EXISTING 5UILING; REPLACE INTERIOR WALLS TO CREATE 5000 SF SHELL rOR USE FOR FUTURE RETAIL TENANT IN SUITE: "G" VACANT (FUTURE 5 000. - RETAIL) 14221 TUICW I LA INTERNATIONAL E3L.YD . TUK'M LA, WASHINGTON GISI6S CORRECTION LTR # . ' UNPUBLISHED WORK 0 2008 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747 -3177 FAX (425) 747 -7149 E— Mail: mla @mlarch.com PROJECT NAME LARR•'S STORAGE SUITE "G" TUKWILA, WASH. DRAWING TITLE SITE PLAN PROJECT NOTES DATE MAY I Gi, 2008 DRAWN BY . CHECKED BY . REVISIONS JUNE 16,20043 ALO SATELL IDRUGS SUITE "A" exist LAUNDRAMAT remove doer ng 7 • SUITE "B" F L u IF SHORE EXISTING ROOF JOISTS AS i EQ'D PRIOR TO REMOVAL OF FLOOR SYSTEM (2 LOC.) REMOVE WALLS, SECOND FLOOR, CONCRETE CURBS AS SHOWN STORAGE REMOVE UP TO 14' (THIS WALL ONLY) SUITE "C" 1 RETAIN EXIST. SUSP. CEILING VACANT (FV TAIL) I 1 T 7 VIpEO ENT4L SUITE "D" DEMOLITION FLOOR PLAN SCALE: I /S "= I' -0" 0 0 cos - 19 5 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747 -3177 FAX (425) 747 -7149 E-- Mail: m1a@mlarch.com aL 0 n‘ APPROV JUG 2 A 'ZT3'. RECEIVED CITY OF TUKWILA JUN 2 0 Z008 PERMIT CENTER A MERRICK LENTZ ARC ITECT UNPUBLISHED WORK 02008 MERRICK LENTZ ARCHITECT PROJECT NAME LARRY' 'S STORAGE SUITE "G" NKWILA, WASH. DRAWING TITLE 17EMOL I TI ON F LOOR PLAN DATE MAY I or, 2008 DRAWN BY . CHECKED BY . 3549 REGISTERE,/ 0117 - i ri � ' ige P RRI b �, TATE OF 'ASHING REVISIONS JUNE 16, 2008 i 1 42" HIGH CHAIN LINK ENCLOSUR Ar • Aor fr - • ;17 AV/ .417 • . i jl I FENCE • 4/ i 1a 4 CHAIN LINK GATE 0 a NEW 36x36x10 CONC TG 7 w/ 4 -*4 OTT EA.tUA 0 ho 4• 7 Peat piTh a. "V544 < gXI5T. CMU EXTERIOR WALL 54' -2` 5/ <--3 r ELU 36x36x10 w/ 4- iBOTT NEUJS3/4x281/2 LI5 p 2 f0 CONC FTG EALUAY r y /5--I V404N NEW l /c Ha e1 L,i✓G 4 -4 e. Qriza 5' -D" . mi r e>thE. T Z .4 / 4 4 1. WI "1 In 1 ADD 51_04; kt- oc-KIN C7 PLATS M QS-pi SHORE EXIST. JOISTS ON EA. SIDE OF WALLS PRIOR TO REMOVAL OF FLOOR BELOW REMOVE EXIST. SECOND FLOOR FRAMING 5/S" GuJB w/ Sd 9 6" O.C. EDGES AND ad 9 12" oc. FIELD 2 -2x6 1- CRAPE 6 16" o.c. 15/32 PLY w/ SCI 6" a-.c. EDGE AND ad . 12" o.c. FIELP EXIST. A.13. TO REMAIN (VERIFY MIN. 1/2" PIA.9 4S" o.c) P.T. SILL (CONFIRM) EXIST. SLAB ON GRADE TO REMAIN 54 ; , aL-oc. I►JG NUJ 2- zxt, TOE f t N ; W 14 1D --2 1P C' f�rt 1 ✓ /IcT NIG �atz.T �. „...- - .+....r to ---., ( EXIST, ROOF JOISTS EXIST 2x BLOCKINCII NEW 2 -2x6 TOP PLATE 1111 SHORE TELR SHORE II ■ Gs SUITE "A" " Pr A ex st. La N , . oar- - /�. 7/5_1 A"A7 SUITE "P" RETAIN EXIST. SUSP. CEILING VGA EXISTING- GLS TO REMAIN NOTE: THIS WALL REMOVED DURING DEMOLITION SUITE "C" > RELOCATE EXIST DOOR Nor NOV Z3e.Pf-m .. 60d. rit,A-6rar VN121 F r ALVA TO Pia V$1 ALM° I orN vlDl o R 6.1-x(51///6- Fi2.4 M/ 6- e`/V6war8i& NTAI RITIA1 SFMA ?R PLMJ SUITE "U" ex 1410-2_ .LA P - 3 - d s r - T bO9iS RECEIVED CITY OF TUKWILA ,JUN 2 0 200$ PERMIT CENTER UNPUBLISHED WORK pC 2008 MERRICK LENTZ ARCHITECT MERRICK LEINTZ ARC ITEGT 1800 -w 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747 -3177 FAX (425) 747 -7149 E -Mail: mlaQmlaxch.eoxn 3549 REGISTERED ARCHITECT MERRICK 0. LENTZ STATE OF WASHINGTON PROJECT NAME LARRY'S STORAGE SUITE "G•• TUKWILA, WASH. DRAWING TITLE CONSTRUCTION FLOOR PLAN, WALL STS DATE DRAWN BY . CHECKED BY. REVISIONS . ,42.0 - colic% los 33' -6" I-hr CONSTRUCTION CEILING • +S' -0" (TYP. NEW CORRIDOR) 4' -5" i \ 26-6" LENGTH OF EXIT CORRIDOR - 182 LP PR3/ 1/0 OORS 20 • Tn. RAT 2x4 P.T. SILL w/ MIN. 1/2" D IA.e 48" o.c. ONE HOUR CONSTRUCTION 5/8" GWS ea. side 2x6 JOISTS 6 16" o.c. ONE I-4OUR CONSTRUCTION 5/8" GWB EA. SIDE w/ Sd o.c. EDGE AND 8d 6 12" o.c. FIELD 2x4 1-IF STUD GRADE 6 16" o c. NEW FRAME WALL IBLIC'G e 10' MAX. EXIST. CONC. SLAP SECTION - EXIT OSSIOS 4' -0" SATELL DRU NO WORK TO SE DONE IN 1H1S SUITE NO WORK TO BE DONE IN THIS SUITE L AUN 4M4T SUITE "B" 3114 SF OCCUPANCY 31 (ONE EXIT ALLOWED) NOTE: THIS WALL REMOVED DURING DEMOLITION I -hr CONSTRUCTION CONSTRUG ETAIL SkELL PR3 /0x1/0 D • 20 min. RA 0 RELOCATE EXIST 3 /0xl /0 DOOR --- 4(CONFIRM 20 min. RATING) NO WORK TO BE DONE IN THIS SUITE ION FLOOR PLAN VIpEO RENTAL EXIST. EXIT 171 1E1 bO5 1q RECEIVED CITY OF TUKWILA JUN 2 0 Z008 PERMIT CENTER UNPUBLISHED WORK ©2008 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 (425) 747-3177 FAX (425) 747 -7149 E -Mail: mla®mlarch.com PROJECT NAME LARRY'S STORA! SUITE "G" TUKWILA, WASH. DRAWING TITLE CONSTRUCTION F LOOR PLAN, DATE MAY I Q, 2008 DRAWN BY . CHECKED BY. REVISIONS JUNE I6, 2008 A2.I PROTECT #: 08 -106 DRAWN BY: MRL REVIEWED BY: TSC DATE: 06/04/08 REVISIONS: # DATE COMMENTS 1 Mg /023 PET 1 g4..: N t- l 0 STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE ", 2006 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST .EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES: — "STRUCTURAL ENGINEER OF RECORD" (SER) -- THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING & SIGNING THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON— BEARING WALLS, CURTAIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. CAST - IN - PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY'. (2) IBC CHAPTER 19. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP -15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 "CONCRETE QUALITY, MIXING, AND PLACING." MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SEC 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. MEMBER TYPE /LOCATION FOUNDATIONS TABLE OF MIX DESIGN REQUIREMENTS STRENGTH TEST AGE MAXIMUM MAXIMUM AIR (PSI) (DAYS) AGGREGATE W/C RATIO CONTENT 3000 28 1" MIX DESIGN NOTES: (1) W/C RATIO: WATER— CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: (A) THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.2.2.8.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (B) FOR CONCRETE USED IN ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC 4.2.2.1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE" "SEVERE EXPOSURE ". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE" "SEVERE EXPOSURE". TOLERANCE IS +/— 1- 1/2%'0. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL CONFORM TO SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.75 F'C. MEASURING, MIXING, AND DELIVERY: CONFORM TO ACI 301 SEC 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON—STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE ALL OTHER EMBEDDED ITEMS. GROUT: USE 7000 PSI NON -- SHRINK GROUT FOR COLUMN BASE PLATES AND UNDER TILT —UP PANELS. TESTING AND ACCEPTANCE: TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SEC 1.6.4.2. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW. CURE 4 CYLINDERS FOR 28 —DAY TEST AGE, TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28 —DAY STRENGTH REQUIREMENTS. ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN: THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. A "TEST" FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF THE TWO CYLINDERS TESTED AT THE SPECIFIED TEST AGE. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", SEC 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP -66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP -2 "MANUAL OF STANDARD PRACTICE." (4) ANSI /AWS D1.4 "STRUCTURAL WELDING CODE — REINFORCING STEEL." (5) IBC CHAPTER 19, CONCRETE. (6) ACI 318 AND ACI 318R. SUBMITTALS: CONFORM TO ACI 301 SEC 3.1.1 "SUBMITTALS, DATA AND DRAWINGS." SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS: REINFORCING BARS BAR SUPPORTS TIE WIRE ASTM A615, GRADE 60, DEFORMED BARS. CRSI MSP -2, CHAPTER 3 "BAR SUPPORTS." 16.5 GAGE OR HEAVIER, BLACK ANNEALED. FABRICATION: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION ", AND ACI SP -66 "ACI DETAILING MANUAL." PLACING: CONFORM TO ACI 301, SEC 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 "TOLERANCES." CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. STRUCTURAL STEEL DESIGN STANDARDS. STRUCTURAL STEEL FOR THIS PROJECT 15 DESIGNED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION. REFERENCE STANDARDS: CONFORM TO: (1) AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES." (3) RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." (4) AWS D1.1 "STRUCTURAL WELDING CODE — STEEL." (5) AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS." (6) ASCE 3 "STANDARD FOR THE STRUCTURAL DESIGN OF COMPOSITE SLABS." SUBMITTALS: (1) SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH AISC SPECIFICATION SEC M1 "SHOP DRAWINGS." (2) SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. MATERIALS: BARS & PLATES HSS STRUCTURAL TUBING BOLTS NUTS WASHERS (FLAT OR BEVELED) ANCHOR RODS (J- -TYPE, HEADED, THREADED ROD WELDING ELECTRODES EXPANSION ANCHORS CONCRETE SCREWS WOOD FRAMING ASTM A36, FY 36 KSI ASTM A500, GRADE B, FY = 46 KSI ASTM A307 ASTM A563 OR ASTM A194, GRADE 2H ASTM F436 THREADED) ASTM F1554, GRADE 36 (WELDABLE) ASTM A36, FY = 36 KSI E7OXX HILTI OR SIMPSON SIMPSON TITEN HD WELDING: CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS AND WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. ANCHORS: — EXPANSION OR ADHESIVE ANCHORS: EXPANSION AND ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER APPROVED EQUAL WITH CURRENT ICC REPORT. INSTALL ANCHORS IN STRICT ACCORDANCE TO ICC REPORT AND MANUFACTURERS INSTRUCTIONS. USE ACRYLIC ANCHORS OF EQUIVALENT STRENGTH WHEN BASE MATERIAL FALLS BELOW 40F. FABRICATION /ERECTION; CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION ", AISC CODE SEC 6 "FABRICATION AND DELIVERY" AND AISC CODE SEC 8 "QUALITY CONTROL." THE FABRICATOR AND ERECTOR SHALL MAINTAIN A QUALITY CONTROL PROGRAM TO THE EXTENT DEEMED NECESSARY SO THAT ALL OF THE WORK IS PERFORMED IN ACCORDANCE WITH THIS CODE, THE AISC SPECIFICATION, AND THE CONTRACT DOCUMENTS. ERECTION: CONFORM TO AISC SPECIFICATION SEC M4 "ERECTION" AND AISC CODE SEC 7 "ERECTION." STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC CODE SEC 7.11. BRACING: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING BY AISC SPECIFICATION SEC M4.2 "BRACING" AND AISC CODE SEC 7.9 "TEMPORARY SUPPORT OF STRUCTURAL STEEL FRAMES." REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD ", (2) NDS AND NDS SUPPLEMENT — "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", (3) ANSI /TPI 1 "NATIONAL DESIGN STANDARD FOR METAL — PLATE — CONNECTED WOOD TRUSS CONSTRUCTION ", (4) TPI HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ", (5) TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES ", (6) APA REPORT T98-22 — "NAIL PENETRATION AND FRAMING SPECIFIC GRAVITY FACTORS FOR SHEAR WALLS AND DIAPHRAGMS ". IDENTIFICATION: ALL SAWN LUMBER AND PRE—MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: — SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2X, 4X HEM —FIR NO. 2 JOISTS 2X6 -- 2X12 HEM —FIR NO. 2 BEAMS 4X8 — 4X12 HEM —FIR NO. 2 BEAMS 6X8 — 6X12 HEM —FIR NO. 1 POSTS & TIMBERS 6X, 8X DOUG —FIR NO. 1 — GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE — LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF /DF 24F -1.8E SIMPLE SPANS ALL DF /DF 24F -1.8E •[(-- FB)= ( +FB)] CANTILEVER SPANS — WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA—RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1 -11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1-95 AND PS -2 -92 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE WALLS 15/32" 32/16 C —D 1 WALLS(ALT) 7/16" OSB 24/16 C —D 1 — JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE . IJ -1 7 SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD ,54- CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. — NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8D 2 -1/2" 0.131" 10D 3" 0.148" 12D (16D SINKER) 3-1/4" 0.148" 16D 3-1/2" 0.162" — LAG BOLTS /BOLTS: CONFORM TO ASTM A307. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF /FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. JOINTED STUDS NOTED ON PLANS, NAIL STANDARD LIGHT —FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT - -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING; UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16 "OC AND ALL EXTERIOR WALLS SHALL BE 2X6 @ 16 "OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH --NAIL BUNDLED STUDS WITH (2)10D @ 12 "OC. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12 "OC OR TO CONCRETE WITH 5/8"—DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48 "OC. REFER TO SHEAR WALL SCHEDULE FOR SPECIFIC SHEATHING, STUD, AND NAILING REQUIREMENTS AT SHEAR WALLS. UNO, PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. (2) ROOF /FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS /RAFTERS UNDER ALL PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL ROOF /FLOOR OPENINGS. UNO, MULTI — JOISTS /RAFTERS SHALL BE STITCH — NAILED TOGETHER WITH (2)10D @ 12 "OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF /FLOOR SHEATHING. ROOF /FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. MOISTURE CONTENT; WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE — TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES ". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD— PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSO) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. DEI RECOMMENDS THAT ALL METAL IN CONTACT WITH TREATED LUMBER BE EITHER STAINLESS STEEL OR PROVIDED WITH A GALVANIZED FINISH WITH A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF. IF HOT — DIPPED GALVANIZED METAL IS USED, WE RECOMMEND PLACING A TAR PAPER OR BUILDING PAPER CONTACT SEPARATOR BETWEEN THE METAL AND THE TREATED LUMBER. 3 2- '1 Vtg (N) H r ripL1) �- 44714 Zwo j <pvc'o '7 nLsT.;'v6 2 � L7Y� . lip UNIT t /1 : ' ! 'l r7Nlr h'7W ii 2 6 .s /? g •/ Dn ' I S r Ca) NEW HVAC FRAMING SUPPORT SCALE: N.T.S. • Wolf rr; 7 r✓5 H1 4 vAD (3) Lam,, V4- 1,5XS xVV w/( r) '` X S ku. H y- 20 1" aoT -rew R_iY 5 x C /e/ 7'1 - :')t s CMi2r +' 5tbraPi d al 111 I1•.. SLAB FTG & REINF PER PLAN SCALE:1" = 1 SCALE: N.T.S. SCALE: N.T.S. T /BEAM N. PER PLAN GLULAM BEAM PER PLAN 'Slmp$c)A slas /4 "6K Z SG/lekt) 0) Oat_ /71,v //CM S/o /4 EXISTING TYPICAL INTERIOR FOOTING AT HSS COLUMN 3 /16 3 /16 0 F) f/ TYP 2" Q COL PER PLAN f TYPICAL BEAM SADDLE AT END HSS COLUMN PER PLAN (4) 3 / 4 "0 A36 THREADED RODS W/ 7" EMBED R WASHER 1 / 4 x3x3 FRAME CONNECTION DETAIL AT NEW HVAC UNIT D68- iq5 EXISTING (E) SOG PER PLAN, TYP #4 @ 48"OC EPDXY DOWELS, EMBED = 41/2" COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL COMP JUN `� 4 2008 SIDE R 1 / 4 x7 1 / 2 x11 EA SIDE W/ (2) 3 / 1 '0 A307 BOLTS COLUMN PER PLAN BASE R 1/2x11 x BEAM W/ +1" RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER 4xy 54a war, ryg /--/z54- cL /p s; -c / ciair r' (.) dr) dcv5 DIBBLE ENGINEERS, INC. PROFESSIONAL STRUCTURAL ENGINEERING SERVICES 1029 Market Street, Kirkland, WA 98033 Phone (425) 828 -4200 - Fax (425) 827 -6131 Robb A. Dibble, P.E., Principal Jeff J. Gilliland, P.E., Associate Dan C. Fredrickson, P.E., S.E. Travis S. Colliander, P.E. WWW.DIBBLEENGINEERS.COM SEAL: t EXPIRES 1(02( ! 0 1 PROJECT NAME: LARRY'S STORAGE SUITE "" TUKWILA, WA SHEET TITLE: STRUCTURAL GENERAL NOTES, SECTIONS & DETAILS PERMIT SET SHEET NUMBER: S4