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HomeMy WebLinkAboutPermit 6775 - Dondero Motel - Building6775 91-079 3747 south 146th street new motel Permit 6775 - Dondero Motel TYPE OF CO `N :. V 1 -hr UBC EDITION (year) 1988 SETBACKS' ' N - S - E- W - FIRE PROTECTION: Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? O Yes 0 No (thu rough P Worksl ZONING: BAR/LAND USE CONDITIONS? Dx Yes 0 No - � CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT R. H. Architects PHONE 939 -7412 ADDRESS P.O. Box 1991, Auburn, WA ZIP 98071 D & D Builders 874 -2424 , ADDRESS P.O. Box 488, Belfair, WA ZJP 98528 CONTRACTOR D & D Builders PHONE 874 -2424 ADDRESS P.O. BOx 488, Belfair, WA IZ1P 98528 1 - 25 - 92 WA. ST. CONTRACTOR'S LICENSE # DDBUIC21085 EXP. DATE ARCHITECT R. H. Architects PHONE 939 -7412 ADDRESS P.O. Box 1991, Auburn, WA ZIP 98071 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING �-- PERMIT NO. DATE ISSUED: SITE ADDRESS SIGNATURE: CERTIFICATE OF OCCUPANCY NO. 3747 S 146 St PROJECT NAME/TENANT Dondero Motel TYPE OF U New Building U Addition U WORK: 0 Rack Storage 0 Reroof 0 DESCRIBE WORK TO BE DONE: Construction of c1a- oa(n BUILDIt PERMIT (POST WITH INSPECTION CARD AND PLANS C IN A CONSPICUOUS LOCATION) a 2 story motel. DESCRIPTION BUILDINGISURCHARGE > TOTAL BUILDING PERMIT>FEEN pLAN:CHECK:FEE;> 0i: F E•E S AMO.UNT;:: 2>:158i:00: RCPT, #: tisiarairEFER PLAN CHECK NO.: 91 -079 : PROJECT INFORMATION SUITE # VALUE OF CONSTRUCTION - $ 533,766.00 ASSESSOR ACCOUNT # 004000 - 0911 -0 Tenant Improvement (commercial) U Demolition (building) U Grading/Fill Remodel (residential) 0 Other: APPROVED FOR ISSUANCE BY: PRINT NAME: BUILDING OFFICIAL DATE: "--/6 -- COMPANY: CODE 'COMPLIANCE Us TO, ote a. >`; /R-1 SQUARE OCC. SQUARE OCC. SQUARE FEET LOAD FEET LOAD FEET 10,180 34 OCC. SQUARE OCC. SQUARE OCC. LOAD FEET LOAD FEET LOAD TOTAL SQUARE FEET 10,180 10,180 TOTAL OCC. LOAD 34 34 DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. is permrt shat► :become null and void i f the work �s not cammen wrthln a 80 . d ays from ttt. • issuance, or if the .work S. suspended arab andoned f or a period of 180 days:from the last inspection ..: DATE ISSUED: FROM: Bldg of 1 September 6, 1991 . TO: Permit Coordinator SUBJECT:. Mr Dondero's Request for Extension Please put this correspondence in the 'permit .folder, and let me know if Mr.Dondero picks up the permit and pays for it prior to Sep 25, 1991. If he doesn't pick it up by that date discuss it with °me and we'll determine appropriate action to be taken. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MRK /cc DONDERO.001 MEMORANDUM Duane Griffin, Bldg. Official TO: in � FROM: Michael R. Kenyon, City Attorney /1 ' RE: Richard Dondero Request for Extension of Plan Review Timefram DATE: September 5, 1991 I have reviewed your memo of August 20, 1991 and its attachments: (1) August 20, 1991, letter from Richard Dondero requesting six - month extension and (2) pages 10 and 11, referencing portions of Sections 303 and 304, of the Uniform Building Code. Your memo indicates that you are inclined to decline Mr. Dondero's request, subject to my legal opinion. Your memo and its attachments do not present a legal question, as far as I can tell. Both the attached Section 303(d) and Section 304(d), regarding 180 day timeframes for commencement of building after permit issuance and plan check after permit application, appear to give you the discretion whether to grant an extension of time. Your memo does reference a concern at ¶ 4, however, that the plan check process was potentially delayed "because of City requirements ". You should carefully review that particular issue in reaching your final determination regarding an extension of time. � �cF�od�o 1 SEP06 1991 1 CITY Y OF TuOvILA PLANNING DEPT. • M E M O R A N D U M DATE: 20 Aug 91 FROM: Duane Griffin, Bldg Offl TO: Mike Kenyon, City Attorney SUBJECT: Extension of Plan Review Timeframe Mike, a4 .0. .4 .�� t • I 1. Attached is a copy of a request for extension of 180 day plan review time period that I received from Richard Dondero, dtd 20 Aug 91. For the reasons listed below I don't think I should grant this request for an extension of 180 days, but I would like your legal opinion before I officially decline the request. 2. Since the permit for this project has not been issued yet I have to assume he is asking for an extension of the 180 day plan review time, and not the 180 day timeframe the code calls out foxy when a project must start after the permit has been issued. 3. Reasons for not extending permit application: (a) A new State Energy Code became effective 1 Jul 91. (b) A new State Indoor Air Quality Code became effective 1 Jul 91. (c) My understanding of the vesting rights in this state is that a project is vested in whatever code is in effect at the time of permit application. Therefore, granting this extension (for 6 months) would mean he wouldn't have to pick up his permit until 25 Mar 92. Then he wouldn't have to start construction until 25 Sep 92. The new State Energy Code and other related codes became law effective 1 Jul 1991, and it is anticipated that the state will adopt the 1991 Uniform codes effective 1 Jul 92. If I grant this extension he will effectively be grandfathered into the 1988 code and won't have to meet the new state building code requirements. I don't think this is the intent of the provision allowing the building official to extend the 180 day time frame. (d) I question "lack of financing on the buyers part" as a qualifying reason for extending the plan check time frame established by the code. 4. I have been told by DCD staff that there may be a legitimate reason for granting a shorter extension. There's a possibility the plan check process could be delayed because of city requirements that the applicant thought was accomplished, but in fact was not, and the applicant wasn't notified of this until yesterday. The issue is removal of a interior lot line. Darren Wilson,: Planning Division, is working on it now and says a week extension would be sufficient for the applicant to get., all . documentation recorded as required, prior to issuance of the building permit. 5. 1 would appreciate your answer as soon as possible since the expiration date " of this plan review is Sunday, .)ie Aug 91. D & D Builders. Co. P.O. Box 488 Belfair, Wa. 98528 (206) 275 -8137 License #DDBUIC* 210B5 lost bank financing PERMIT NO. CONTACTED ���Q.t a�- E�"d'IGQ.Q ,i.v DATE READY (/1--e i 1 DATE NOTIFIED _�; BY: } � 1 n v Y , PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING D tD " 50 3RD NOTIFICATION BY: snit BUILDINCeAERMIT APPLICATION TRACKING PLAN CHECK - NUMBER I'BUILDING - review FIRE M PLANNING PUBLIC WORKS 0 OTHER NG - final review ° 13 ' REVIEW COMPLETED PROJECT NAME INIT: `+ R ChY d INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) TOTAL .................. ................... DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. CONS JLT:Date Se nt ; >:: >:: >:::;:;:.:: _ at e ;:<::::::: TAN Sent �- ,��p Date Approved- 15 „ it\ �� FIRE PROTECTION: (� FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILIT( PERMITS REQUIRED? INIT: 13-91 E OF CONSTR CT : INIT: c r, - _ ( 4( S rinkiers )6- 9 S- SUITE NO. Detectors N/A INSPECTOR: 5 3 IBARMND USE CONDITIONS? Yes i E- w- �l BC EDITION (year): SITE ADDRESS SUITE # 3747 S. 146TE TUKWILLA, WA VALUE OF CONSTRUCTION - $ 5 .00 ASSESSOR ACCOUNT # 0Q OC) 0- b q I l- (commercial) Li Demolition (building) 0 Other 4504, 600r00 n PROJECT NAME/TENANT 34 UNIT MOTEL - AD D C 04 i Char() TYPE OF ^ New Building U Addition Li Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: NEW 2 STORY MOTEL BUILDING USE (office, warehouse, etc.) MOTEL NATURE OF BUSINESS: m 070.1..... WILL THERE BE A CHANGE IN USE? X No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 10092 Tenant Space: same Area of Construction: same WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 1) & D BUILDERS PHONE (206) 874 -2424 ADDRESS PO BOX 488 BELFAIR, WA ZIP 98528 'CONTRACTOR SAME AS ABOVE PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # Di) E U $ ' 0 B 5 EXP. DATE /. 2 S / PHONE (206) 939 -7412 ARCHITECT R. H. ARCHITECTS 1\ Q . �U,�a ADDRESS PO BOX 1991 AUBURN, WA 98071. ZIP 98071 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK NUMBER APPLICATION MUST BE FILLED : OUT COMPLETELY SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT ADDRESS ,,/)d a z e !?- lb ,4 oe, e • CONTACT PERSON RICHARD DONDERO 0► PRINT NAME DATE APPLICATION ACCEPTED BUILDINIO PERMIT APPLICATION FEES (fer stelf use only) • BUILDING PERMIT FEE: BUILDING SURCHARGE: RCPT.:# DATE CITY /?!P PHONE (206) 874 - 2424 APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Developmoot prior to application submittal. Contact the Permit Coord!nator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES ::RACK: STORAGE • . .. OOrnpletedPultding ............................. Number 8U11dIngflooraIan showing • •• • • . • Exit doors • eja :Ter.sont.opope NOTE ttiSt •••• •• . • .• • 017 plan Oa101atiOriS .......::.'..erigineer..(radi..storage:8` and RESIDENTIAL NEW SINGLE-FAIALLY.:•OWELLINGSIADOMONS:::::::: :99..rnainted pUilding:porrnikappjloation (Ona:fer...eaca„"atraoture) Assessor. Aocounf'Numi3er . . Ti■ioaets „(2) of working drawings; which !pp Stik3MITTAL CHECKI.IST . • :••.••:•••••.•• I plan • ::•:. • •Foundation Plan Poorplan • Roof plan • Butidirg. eloyatiop Fi c : vi • Buildng ernss7sec on Stnica!ral:framing p „ • „.., „ WashingtonState , Energy Code „ :.:.,.: ::. • (34 (6) e-ts of. OP? _t__ l__ : :••• ed Co Completed pen ap: " • d Silei • ; ; . . • • • .. NpTp..;, *,c' olni '' 5 1:1 Pla onlart' ll qc4. 7e ' See AdcMonaI . • •••• • •'•••.":';';.';:••••'::'••'.•••iiiiii. ii 4 • • „„„ „ „ ... .. .. • • •• . ... . • COMMERCIAL TENANT IMPROVEMENTS 'CompIotedbullngponnit : appiii:ation: (One for each StrUoture . . - tenant) $te . . • •....... • . ...• plan ........ , . • Locadon of tenant space • ... .. . . •-••••••' • .. • „ • ' • , . .: • . • • • .• • . „„ „.„. T . .. •••••• U adjadenV(carnMenwall):111I1aa r .. . 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TO PWD Q 1 , r ,_ APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization/Striping/Signing X Curb Cut/Access/Sidewalk fW 9 —O 37 519y q/ 6 - Gj) --Q- Fire Loop /Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation - pwq — OR- 5/,,.)/19/ - gD -9 Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Ptvc72 —oa �/,t//9/ `iP-(9-7,1 Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size: No.: o ()edict DWateronly Water Meter •ermanent size: No.: Water Meter (temporary) sine: No,: Other: Other: DATE PLANS RECEIVED TYPE OF REVIEW 5i -e. U ti (1-t..y • ••1 •. TO PWD Q 1 , r ,_ APPROVED .I REQUESTED COMMENTS D 05 PLAN CHECK NUMBER C it - o - 7g ROUTING PERMITS REQUIRED UTILITY P.. OJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -(.79 SITE ADDRESS PROPERTY OWNER ADDRESS PO BOX 488 BELFAIR, WA ENGINEER LAR �► J 556 ADDRESS 22, i � N. 0 1 5T ' 2 * i ► "�"Acam CONTRACTOR D & D BUILDERS � �a 1"ve r aA ADDRESS PO BOX 488 BELFAIR, WA PERMITS REQUESTED I Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: No: Sizes: Meter Address (if different from site address) TE Water Meter- Temporary: No: Sizes: Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE 3747 S. 146TH TUKWILLA, WA O rt d -P y b D & D BUILDERS MONTHLY SERVICE BILLINGS TO: [I water NAME ADDRESS Office 0 Warehouse School /College /University Other Applicant /Authorized Agent (signature) (32 /W1.UTILAPP) RECEIVED CITY C FTI.JKWILA UTILITY PERMIT APPLICATION FEB 2 5 1J� (please print) WA t p D ls .-r 12.5 50vJ C. Oi ST, WATER METER BILLING NAME ADDRESS CITY, ZIP PHONE 0 sewer C1 metro DESCRIPTION OF PROJECT [I Single Family Residential Multiple Dwelling: No. units a Duplex Triplex DO Motel Hotel J Apartments l_1 Other Q Commercial /Industrial: J Retai 1 Church (print name) )$S 441kS74P Contact Person (print name) V lC.K IQ alv"Dl5 12 Address 374)2.2. 675 AVe S _'ED WY CONTROL # G I "` Q- PERMIT CENTER ) RI c.xfo v PHONE (206) 874 -242 ZIP 9bbZ3 PHONE 3$3.2 422 ZIP ells 10 PHONE (206) 874 -2421 ZIP 98528 urb Cut /Access /Sidewalk Channel1zation /Striping /Signing Hauling Moving an Oversized Load torm Drain Flood Zone Control Other J standby LI Condominiums MISCELLANEOUS INFORMATION PO New Building: Square footage 10,092 Remodel /Addition: Square footage of original building space Square footage of additional building space King County Assessor's valuation of existing structures $ Valuation of work to be done $ PHONE ZIP Hospital Manufacturing I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. 9/ DATE PHONE 974 ' '2 di PHONE 97y .24(49 ZIP q?.� 1. Sanitary Sewer CITY OF TUKWILA Public Works Requirements aAi1 Bite = plans shall be provided in one submittal for review by the Public Wor,ks..Department. Six (6) sets (copies) of plans stamped by a licensed engineer are required. Plans are to be submitted at the Planning Depart- ment where they will be routed to Public Works. The following information is necessary for Public Works Department eva- luation and approval of site plans: A. Type of pipe - concrete, transite, etc. B. Size of pipe C. Percent of slope on pipe, length of run 0. Number and type of fixtures to be serviced E. Connection points F. Location of cleanouts G. Type of bedding material - if required H. Invert elevations 2. Storm Sewer (include existing topography and proposed grading and surfacing) A. Type of pipe B. Size of pipe C. Percent of slope, length of run 0. Connect point E. Location of structures F. Square footage of area to be drained, including roof area G. Bedding material if required H. Invert elevations 3. Water Mains A. Type of pipe B. Size of pipe C. Hydrant type and locations, if on a city main D. Valve type and locations E. Connection point F. Type of connection - live tap, tee, etc. G. Location and size of thrust blocking H. Size and location of mains, including elevations (profile) 4. Parking Areas A. Type of surfacing - asphalt, crushed rock, etc. B. Percent of slope or runoff direction C. Location and size of curb cuts P. _ Vehicular a nd.ned 2 c . t r .i an . t failities,. including signing and striping, wheel chair ramps, curb cuts. 5. Domestic Water A. Type of pipe - cooper, galvanized, etc. B. Size of pipe C. Number and type of fixtures D. Size of meter - 1 ", 1i ", etc. E. Location and elevation of meter box F. Location and size of tap After the Public Works Department has completed their review and the plans are approved, the application will be notified by letter of necessary per- mits and requirements; an approved set of plans will accompany the letter. If the plans are not approved the applicant will be notified by letter of necessary resubmittal requirements. All required permits are obtained through Department of Community Development at 433-1851. Utility Inspectors Water and Sewer (433 -1860) Street (433- 1850) CITY OF TUKWILA 6200 SOUTHCENTF,R BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (206) 433.1800 Cary L. VanDusen, Mayor MEMORANDUM fee calculations STAFF PRESENT City of c, .akwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Pre -app File # PRE -APP- 006 -90 APPLICANT /REPRESENTATIVES PRESENT Contact Person: NAMES /TITLES 91-0 PRE-APPLICATION MEETING ATTENDANCE RECORD FOR STAFF USE ONLY Project Name: Meeting Date 2 -08 -90 Time 3:30 Site Address: 3747 S. 146 St Checklist mailed to contact person (date): Initials: SLB Dondero Motel 5 Building (433 -1851) Duane Griffin, building Official I Fire (575 -4404) Nick Olivas Fire Marshal ® Planning (433 -1849) Rick Beeler, Director; Molley Headley, Assistant ® Public Works (433 -1850) Phil Fraser. Senior En.ineer• Ross Heller, En'ineer O Parks & Rec. (433 -1847) ®Police (433 -1806) Tom Kilberg, Crime Prevention ®Other Permits(433 -1851) Becky Davis, Permit Coordinator ❑Other ( - ) CHECKLIST PROVIDED e Name Riess Hasse Company /Title R. H. Architects Address P.O. Box 1991, Auburn, WA Zip 9$071 Phone 939 -7412 Others Present: Name Company /Title Address Zip Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone PRE-APPLICATION FILE NO E - PRAPP - 006 -90 PROJECT* Dondero Motel MEETING DATE: 2 -08 -90 TIME 3:30 SITE ADDRESS: 3747 S 146 St 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. X 3. Comply with the Washington State Energy Code. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). \; 4. Comply with Washington State Barrier Free Code, 1989 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the applica- tion forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington State licensed structural engineer. O 9. A boundary and topographic survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10 Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and requires a permit. [j 12. Rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 14 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. • 14. Demolition permits are required for removal of any existing buildings or structures. 15. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 16. Obtain approvals and permits from outside agencies: )(Building Permit Z Mechanical Permit Grading /Fill Permit 0 1 , ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (872 - 6363). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspections: (296 -4767, Permits: 296 - 4727). [I KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for restaurants and food service facilities prior to submittal to the Tukwila Building Division (296- 4727). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). Ni 17. . [I 18. [( 19. • 20. Checklist prepared by (staff): If you should have any questions regarding the permit •rocess or would like to obtain additional forms and handouts, contact the Permit Center at 433 -1851. (PREAPP6, 1/90) CITY OF TUKWILA r APPLICATICUN CHECKLIST BUILDING DIVISION Rack Storage Demolition (Building) -- Other Date pC — - 5"() PRE - APPLICATION FILE NO PRE- APP - 006 -90 PROJECT. Dondero Motel MEETING DATE. 2 - - TIME' 3:30 SITE ADDRESS' 3747 S 146 St d�. . Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 2/8 CITY OF TUKWILA PRE-APPLICATION CHECKLIST MINIM FIRE DEPARTMENT - Qonstruction Information The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Fire hydrants will be required. (City Ord. #729) • Maximum grade is 15% for all projects. Hose stations are required. (City Ord. #1528) A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) Q 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1988 UFC. E2(/11. During construction, an all- weather access will be required to within 150 feet of Ez the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 1 3. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) (�14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed verticle clearance of 13'6 ". [7( Adequate fire flow availability will need to be demonostrated for this project. • 18. r Checklist prepared by (staff): , .,�(0Z�,t Date 7,4v PRE - APPLICATION FILE NO PRE - 006 - MEETING DATE. 2 - - TIME' 3:30 2. Overhead sprinkler piping Q 3 • 526. Underground fire line from vault to riser PRE- APPLICATIJN CHECKLIST Thurst block and rodding Type of pipe Depth of*cover Flush Hydrostatic test Fire Dept. approved plans Materials and test certi- ficate Hydrostatic test Trip test Alarm system monitoring test Fire Dept. approved plans Sprinkler head location and spacing Underground tank Locaton Distance between tanks Distance to property line Depth of cover Vent piping, swing joints, fill piping, discharge piping Anchoring Hydrostatic test Separate Fire Dept. approved plans . Fire alarm a. Acceptance test b. Fire Dept. approved plans (� 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): (PREAPP4, 1/90) PROJECT' Dondero Motel SITE ADDRESS' 3747 S 146 St FIRE DEPARTMENT - Inspections . Spray Booth E] 8. Flammable liquid room 0 9. Rack storage • Fire doors and fire dampers a. Installation b. Drop testing ((11. Fire final 12. Other Location Fire protection Ventilation Permit Location Fire protection Permit Permit Mechanical smoke removal Rack sprinklers Aisle width Fire Dept. access Bldg. egress and occupancy load Hydrants Bldg. address Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers Date /8 /ye Pre -app File # ( 'GLppl'66 "•'T Project Name: 7c14X 0 11148-k Meeting Date :2-vy -9t1 Time 3530 Site Address: 374 7 0, 11(01i , Zoning L - [2f 1. Compliance with the Zoning Code (Title 18). Er' 2. Obtain the following permits /approvals: (applications attached) Q 3. Proposed use complies with zoning? 0 4. Structure meets setback requirements? Q 5. Proposal meetings minimum parking space standards? Q 6. Roof -Top mechanical equipment screened? 0 7. Site plan complies with landscape requirements. Q 8. Per 1" C. t (f•52 '030(2 (E3 50°0 'P ' Q 9. Q 10. City o f ukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)433.1849 Boundary Line Adjustment _ Building Site Improvement Plan - Comprehensive Plan Amendment - Conditional Use Permit j Design Review Design Review - Interurban %/ Environmental (SEPA) Planned Mixed Use Development PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) FOR STAFF USE ONLY LAND USE INFORMATION Planned Residential Development Rezone - Shoreline Management Permit - Shoreline Management Permit Rev. Short Subdivision - Subdivision - Unclassified Use — - Variance, for /Yes No Yes No Mvvr PRAVIPE Yes � No 31 Yes No u'iab/t hD �. 16111444. L- _ Yes v No Q 20. Checklist prepared by (staff Date 2-00-7.10.____ PRE-APPLICATION FILE NO PRE APP - 006 - MEETING DATE. 2 -08 -90 © 1. Apply for and obtain the following permits /approv Center: Channelization /Striping /Signing X Curb Cut /Access /Sidewalk Excavation (public) Fire Loop /Hydrant (main to vault) Flood Zone Control 2 Hauling (2,000 Bond, Cert. Ins.) Landscape Irrigation Moving an Oversized Load i t ;"' " .i Sanitary Side Sewer UAL LJ'JL; - — als through the City's Permit Center: Sewer Main Extension (private) Sewer Main Extension (public) 3( Storm Drainage Water Main Extension (private) ktc'����'� Water Main Extension (public) Water Meter (exempt) . L Water Meter (permanent)_ Water Meter (temporary) eiR Other - 01,?49t t c•L S< t •) Q 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). Q 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. E[ 4. Water and sewer aasements may apply and will be determined during the utility plan review process. '.nZFEZL1O) �J13 /�� % v;�L_ vue 3LwC 0, 00.“ � ) t' I L v . „ 1 , = � 4 ' l .; ; - tf'- I ?sem a V, if t c. t -i i s 1 - 3 0 . 121 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. L 11anc-try A nA (4•St s gl 6. Provide Hydrological- Geotechnical ) 1 Fy ANAA I L I\31 Li r1' KI 7. Provide erosion control plan as part of grading /fill permit application. T 4 -0 Opt 100 'YR FC.?z_tvr v.) /a,Lf Irk_ krv`r —s (jE ❑ 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized bench marks). 121 9. Provide traffic analysis/trip Uls7tk1341'Iu►.j - iN c'-uOE. a sr - r vvL P t,.( ›7A l�l�v- /6 F �"T� . El 10. Provide developers agreement fory(.�ns, \.- '' :run n / , t n 2) 4 11. Provide the following easements and maintenance agreements 120 12. Provide water /sewer availability letters or certificates from districts servin. g your deve- lopment. Ft■a.,,\.,. VlA t U LAC L►� (�-�f (a� - F ) 13. Obtain Metro Waste Discharge permit or approval (684- 2300). t �‘OE. MCi "c�1P71c•cr c(Mvi �tl'NFT f uk.N�� vcvFtirnoTAi C' o S q it) . vAL v�ll j I 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). EJ 15. Review the following City Studies when designing your project and preparing your plan submittal: • ., • [j 16. v L0 s>, s L+,, at Patti wA El 17. [I 18. Q 19. t vOF • TIME 3:30 PUBLIC WORKS DEPARTMENT - 1 ' ►1 r Q ZD- ��T /A r �s uN tP S . / L/ ( F- 5 f • (PREAPP5, 1/90) CITY OF UKWILA PRE - APPLICATION CHECKLIST PROJECT' Dondero Motel SITE ADDRESS' 3747 S 146 St ti 1. t+tc t+t.= vL1�... ihv LL 'f s11 �= 1 tAta Tb l (l IN � F NO LI NO IN(s CL) L: Checklist prepared by (staff) : �,. f 4v -.-- Date D -- If you should have any questions regarding the permit process or would like to obtain additional forms and handouts, contact the Permit Center at 433 -1851. L.0 Development Review Committee . CRIME PREVENTION CHECKLIST Design for crime prevention too often conjures up images of protected fortress environments with bars on windows and guard stations. Most would agree that this form of protection is undesirable, and history has proven protected environments not to be free of crime. Crime continues to exist within the walls. Crime - related studies have defined crime as behavior stemming from "desire" and "opportunity." To discourage desire would involve the redirection of social values. Social values will not be altered simply through the design of the environment. However, "opportunity" is directly related to the design of our environment. The opportunity (or invitation) for crime can be greatly reduced through physical design and site layout. considerations for ;crime control must be included at the project's inception. Where hardware after - thoughts have been too heavily depended upon, crime opportunities have continued to exist and crime prevention has failed. PERFORMANCE STANDARDS El The Concept of Defensible Space should be employed to reduce opportunities for crime. "Defensible Space" is a term used to describe a series of physical design characteristics that maximize resident control of behavior - particularly crime. See Enclosure 41 - Defensible Space. Parking Layout; Parking for residents should be located so that distances to dwellings are minimized. These areas should be easily surveyed from adjacent areas and windows. Areas particularly vulnerable to crime should be well lighted. El Orientation of Windows; Windows should be located so that areas vulnerable to crime can be easily surveyed by residents. D Location of Service and Laundry Areas; Laundry rooms should be located in such a way that they are observed by others. Windows and lighting should be incorporated to assure surveillance opportunities. Mailboxes should not be located in dark alcoves out of sight. Et Barriers to Police,. In semi -public and semi - private areas, barriers which would hinder police patrol, such as confused parking patterns and tall shrubs, should be avoided. Identity,. A system for identifying the location of each residential unit, store or industry upon entering the site should be established. Site development which does not properly identify buildings will allow the criminal Additional time while police locate the scene of the crime. The system should be easy to understand and obvious to the newcomer. Hardware; Reliance solely on crime prevention hardware in lieu of other alternatives should be discouraged. The Crime Prevention Unit should be contacted for information regarding correct hardware usage and/or see enclosure #2 (Tukwila Ordinance on site hardening). I:1 Lighting; Site development should utilize lighting prudently. More light is not necessarily indicative of better and safer lighting. Lighting levels should be carefully selected and oriented so that points and areas vulnerable to crime are accented. I3 Landscaping, Plant materials such as high shrubs, should not be located so that surveillance of *semi -public and semi - private areas is blocked. This will provide the oppommity for crime. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above S feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (208) 922 -9299 FAX (206) 922 -1512 September 8, 1992 Certificate No. 9102 -4000 PACIFIC TESTIN Subject: Project Name: Project Address: PERMIT NO: WORK REQUIRED Soil Compaction and Control Expansion Bolting EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119-1790 (206) 282 -0666 FAX (206) 282 -0710 Mr. Dave Larson CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 LABORATORIES Dondero Motel 3747 S. 146th, Tukwila 6775 EASTSIOE DIVISION 19017- 1 20th Avenue N.E. Suite 108 R Bothell, WA 98011 ECE1 V EIS 2065485 4611 SEP 1 01992 DEVELOPMENT We have completed the requested special inspections on the subject project. Our final report, dated May 18, 1992 is numbered LR 80091. WORK INSPECTED Soil Compaction and Control Expansion Bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Department; i b? Giti Sincerely, ames C. Fr: ng, P.E. President JCF /kab • CONSTRUCTION I SPECTION • SOILS ANALYSIS • NO ■ ESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • CONSULTING EN a INEERS • LITIGATION CONSULTATION CHEMICAL ANALYSIS • CALIBRATION • STRUCTURAL/MECHANICAL LAB A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. 'ro o , ype o nspe . on: �� Address` Date Called: Special In au �� Date Wanted: � / ~ • S p.m. Requester: Phone No.: 0. ❑ Approved per applicable t INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 a ►proval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite,100. Call to schedule reinspection. Receipt No.: Date: ., WIANni I--, 7 . 5 /46 s r , ype o nspect • 0 AI 0 0 late a : a : q .... k Spoclal Instructions: F . ,,,, 5-1 o.(c 4 cdati Date Wanted: g...1?......,.- a p , m. Requester: Phone No.: „...2. ...... 305 („2 p1 s COMMENTS! • 0. S.cyte.te bornJ • iiNisPEcTioN RECORD Retain a copy With pennit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. • i-e.P4.2. fre, 4, el g 6 eCe:=- 7 i tts s 4,441_6 (2 fi;i /ce 1 -1) Re,A... 1 6 . 2 -04-7 ( p) eJ tii 6 4 (206) 431-3670 i iblieri , ar 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: • ro ect: /OLC) 7 t er ype o nspe « ion: O Addre • X 3 74/7 5 1 � Date Called: F/ Special Instructions: Date Wanted: ? F> ame07 Requester: Phone No.: Approved per applicable codes, ecep No,: INSPECTION RECORD I L Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval. COMMENTS: '''tAt.a0 ❑ $30.00 REIN '• ECTION FEE REQUIRED. Prior to reinspection, fee must tie` paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspectlon. Date: 'roe : 14 ,) • ypeo nsm AP at j, 1' r Special Instructions: n Date Wanted: am p,m. Requester: ` Phone No.: ,/ o .,... 5569 Approved per applicable codes. COMMENTS INSPECTION RECORD Retain a copy with permit , f, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Corrections required prior to approval. 0 $30,00 REINSPECTION FEE REQUIRED; Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule relnspection. • • ecep ' o,: i': e: Pfo e / i. :1 //o . Type of ion' 4 nspe niefol. Lj u ress; � -. // / 7 s, e� . e ; Date Wanted: (a 9r (...9 ' 5. 0-1 al ln ctlons : Requester: r,—�l CI-1 1 / Phone No,: Approved per applicable codes. Inspector: ecept No.: INSPECTION RECORD Retain a copy with per Date: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98,1$8 „� (206) 431 -3670 COMMENTS: C1 Corrections required prior to approval. Date:. Co . 3 d { lD . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r o o : �� � Ir1r�1...1M!L��Ti� ype .: on: rt . ,p V ' a. i 0 ', cress: I : t a e•: Special Instructions: Date Wanted: f_ ,. Z g r 9 W am. Requester , e ) Phone No.: . / ' Approved per applicable codes. COMMENTS: ecetAt No. 'r. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206) 431- 3670 ❑ Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' ems INSPECTION ' RECORD Retaina copy With permit (206) 431 -3670 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon,‘ fee .must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection, f; : r �: te ale •: / .: x ... Specie nstructions: Date ante: — ilt p,m. Requester: — Phone No.: Ir CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' ems INSPECTION ' RECORD Retaina copy With permit (206) 431 -3670 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon,‘ fee .must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection, •roect; /J''f�7 //// 1 / Type of Inspection; / -e ,�j Address; / `�� T Date Called: ! 3 .- 4 ., �/�., Special Instructions: Date Wanted: Requester; Phone No.: [FL Approved per applicable codes. NO. t,1SPE61'ION RECORD Retain ;a copy vfith permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Date: (206) 431 -3670 O Corrections required prior to,approval. COMMENTS :) 4 7 l `% /v61- � c 2 times h-- , •� - 4��;;' O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ro e : jp I q v ype o nspect on: Tess: .74' /4 e c / Z Sp = • : nstructions : Date anted: 1 " IU ' 1 > —` 2 am, ,m. Requester: Phone No.: z...: co 05 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . .INSPE *Iw .. RI CORD' ..,,Retain If copyswIth permit (206) .431 -36%0 0 Approved per applicable codes. ; (..Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTIO . FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. roe Z>n (Qrd rook-€. \ ype o nspect on: Y't�.Y`�11r1 Address: fl 1, :3 1 Li / _ Date Called: f3, _ G - � Special Instructions: Date Wanted: In % tm Requester: Phone No.: Li zz rr 10' `0. t i INSPECTION RE Retain' a copy,witl; permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. . � Corrections required prior to approval.. O $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd. Suite 100, Call to schedule reinspection: nspector: '' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 i YP Pe ' c eo Ct7 M\ t f I �� ss: �- � � . to a 0.: "'".."�"',. .�- Speci I coons; . Date Wanted: p.m. .. _r Requesifl� /, Phone No.: I � ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.' e ce�p o., roleo , tnt cemo f' tr ype o nspect J r Special Instructions: Date anted: 5 __ al- v.... ®p m. Requester: Phone No.:0 - r 305 Approved per applicable codes. COMMENTS; ecoipl No.: fNSPECTI®M RE601:1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,,Q Corrections required prior to approval. z74 e: (206) 431 L 670 (� $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection: Projee T y ion: + � . sr: =�: i eCa " Special Instructions: Date W ted. -- j s.r:- .- T'Z Iip.m. Reques r. i �i Phone No.: /' ?)C5 (,, ..'v INSPECTION RECORD Retain c copy with . permit P CITJ`f OF TUKWILA BUILDING DIVISION 63 0 Southcenter Blvd,, #100, Tukwila, WA 98188 5LApproved per applicable codes. ,COMMENTS: Inspector: e : (206) 431-3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd. Suite: 100. Call to schedule reinspection: • ... . I ► Q/Y . �) U ype o nsp on: ►7�1 /.. / 4 -,/ t CIS:: I J to • leg. kr 5. 4-6 Special Instructions: Date Wanted: • .5— ( ?ti am. At Requester: "ice f . ` Phone No.: � 410 — 7)T) 6 gApproved per applicable codes. Receipt IJE;: . IN RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS : ei,'7 117V - 7 , 57/ 4 ❑ $30.00 REINSPECTION FEE REQUIRED; Prior to reinspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100..Call to schedule reinspection. Date: •roe : � orvj-Scr4 Th0�-2� eo mfxllin Date Called: Lt ^ a 1 — q c C. Address :..�..-�14..� 3 I L� iD Special Instructions: d ,p m T � ! ` e 91`*°" Date Wanted: LI_QIIQ Requester: I) ! C.. Phone No,: U �/� . ^y y � "111/ r IIV I VJ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved fifer applicable codes. COMMENTS: ' A INSPECTION REPAIliD Retain a capy permit O Corrections required prior to approval. nspector: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection; fee must be paid at 6300 Southcenter Blvd., Suite. 100. Cali to schedule reinspection: Project: _� 'x..∎I J Ili* '. i r e o nspection � / •; w .6 .. • irk 1 ■ t . . press: `. 31 J-1 4- 1 .te 1 : i Date Wanted: L-1 c-1 ( 4 o) t Ci am. L- "Ic m. 5 1LI t() Special Instructions: ,'., n f Requester: . � � Phone No.: LI In -:3 nS 6) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 8188 (206) 431 -3670 Approved per applicable codes. COMMENTS: ' Inspector: Receipt No.: INSPECTION RECORD Retain a copy,with permit PR rf ❑ Corrections required prior to approval. D - zr ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. oe :1 f ype o nspectlo Address: p ' , ! Dale Called: ' ig ' /a Special Instruct ons: V ► 1 : _ Date Wanted: 1 /1 ... am. , ' z- m: Requester: p Phone No.; COMMENTS: nspector :: PER IT 0 O $30.00 REINSPECTIO /FEE REQUIRED Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, can to schedule reinspection INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 -3670 0 Corrections required prior to approval. ro ec t/b l 1 f i,o / ype o nspection: , 1 Address : I t i, ` � Date Called: RP t Special Instructions: iylvve l ? - '6D Date Wanted: qz.. Q . . Requester: Dl �j � � Phone No.: 7 /� f� 1p (p77 5 o. Approved per applicable codes. INSP CTICN Retain a copy' with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206), 131 -3670 O Corrections required prior to approval. COMMENTS: L� $30,00 REINSPECTI N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ' role ype o nspect on: �.ress• ale Ca e.: Sp: . al nstructions: Date Wanted: y p.m. Requester: o Phone No.: Z I .. Approved per applicable codes. INSPECTION RECORD Retain . a copy with permit I`SP CT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, ro ect: / yp= nspe on: Special Y e d W ill Lfif ee y ou crii 5-; Date Wanted: - / - gyp; s di>!• Requester: � , Phone No.: , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: I . Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. 2- 2y/c7,2_, Date: - t 7.L ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid-at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: %(206) 431 - 670 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Project Name ___ D12.4 64 _444 i Address 37 4 4.4 4 Suite FINALAPP.FRM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: A ( (f iftS r/ Halon: Monitor: Pre-Fire: Permits: • TUKWILA FIRE DEPARTMENT FINAL APPROVAL'FORM Control No. 7/-» Permit No. / 7 7 5 Dat'e . 1%; tk . ; ?, ca.:: �7..4'f o;:;.i:�r sG:'" - 7' ir Gary L. VanDusen, Mayor .F.D.Form.F.P.':85 ,` J 1L .4..q.. 0( ka- `� .' 2 `l�' Tukwila ►� 44, �+ % r %r" O __ N i Pa 2 ; 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor 1908 JO Richard Dondero 37022 8th Ave. So. Federal Way, WA 98003 . Dondero Motel, Revisions received date 4/30/92 Permit number 6775 Dear Mr. Dondero: Please submit two, revised sh6et number A -7, noting all. revisions in standard architectural practice and dated.' Contact me if there are, any questions on these comments, 8.30 a.m:' to :4 :30 p.m. at '431367.1L Phone: (206) 433.1800 :' Clay Nall Fax '(206) 433 -1833 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKIVJLA, WASHINGTON 98188 May 24, 1991 Dick Dondero 37022 8th Avenue S.E. Federal Way, Wa. 98003 PIIONE # (206) 433.1800 RE: Site Address: 3747 South 146th - Dondero Motel Utility Permit Approval PC 91 -079 Dear Sir: DEVELOPMENT FILE Public Works Department has reviewed and approves site plan for the above mentioned development. This approval is for Public Works review only. You are referred to the Tukwila Fire Department, Department of Community Development , Val Vue Sewer District and Water District # 125 for their approvals and permitting processes. All utilities serving this site such as power installed underground per TMC 13.08 (Underground Please call Denise Millard, Permit Coordinator, the following permits prepared for pickup: 1. Storm Drainage Permit (Permit Fee = $25.00) Your parcel is rated Catagory No. 5 for Surface Water Management Program and future billings as a result of this project. Gant' L. Vanlhrsrn, illayor and phone must be Ordinance enclosed) at 431 -3672 to have This plan is approved per the enclosed AitBL Storm Drainage Analysis prepared by George J. Lindsey, P.E. which provides 100 year /24 hour storm event detention with a 2 year /24 hour storm release rate. This AHBL report indicates that for the quarter mile downstream, all storm drainage systems are adequate to accommodate these flows. Future regional drainage LID's, which may be developed by the City in the future, may also include this development. 2. Curb Cut /Access /Sidewalk (Permit Fee = $25.00) The Development shall meet the following conditions: A. As part of the application for this permit the Development shall place with the City, funds in the amount of $10,079.26 for your share of the cost to construct on South 146th through a City contract. Per the attached March 28, 1991 letter, City staff indicated that it is more DLck Dondero Page 2 appropriate to contribute your proportionate share for frontal improvements to the City to be used by the City. At that time a and fully coordinated and properly located sidewalk, curb and gutter project cannot occur because the City does not have on file the final grade or alignment of South 146th Street. This lack of information makes it difficult to predict where the final sidewalk, curb and gutter, vertical /horizontal alignment should occur. At this time the Developer shall be required to put in only an asphalt driveway approach connecting South 146th with the Development for the 25' wide driveway approach in lieu or building full frontal improvements and providing monies to carry out this work in the future by the City. B. As part of the application for this permit, the Development shall donate to the City (refer to the Mitigated Determination of Non - Significance EPIC file 17 -90, enclosed with 10' of right -of -way on South 146th Street. C. Finally, as part of the application for this permit, the development shall enter a Developer's Agreement with the City per their proportionate share for the new signal at South 146th /SR99 future intersection signal. Included in the language for this Developer's Agreement will be the following language: If the signal is warranted within five years, Dondero Development will pay their fair share of the signal. If the fair share of the future side street volume that warrants a signal is V , the existing side street volume f is V =513, and Dondero's west bound traffic adjusted to a e through equivalent volume is V , then V /(V -V ) within DD DD f e five years will be Dondero's fair share if the signal is warranted. Call Arline McCready at 433 -0179 to have the Developer's Agreement prepared for your signature. 3. Water District # 125 Franchise Utility Permit (No Fee) The following Street Use Permit is provided to Water District # 125 to allow the work to occur. This work shall be in accordance with the City's standard plan, per the City Develop- ment Standards. Conditions of Permit: The Public roadway, South 146th, shall be open at all times. Coning and signing shall be provided per the M.U.T.C.D. and the City's requirements. Flagging shall be provided at all times to assure that access is available to adjacent businesses and the general public for use of private and Dick Dondero Page 3 public ways. All surrounding businesses and property shall be given 48 hours notice prior to any work in the public right -of -way. A traffic detour map shall be provided to the City's inspector for approval prior to beginning this work. The Development is referred to Water District # 125 and Val Vue Sewer District for appropriate permitting and approvals through those districts for construction of public main in South 146th Street. Landscape Irrigation Permit (Permit Fee = $25.00) Four (4) sets of landscape irrigation plans, based on the f approved landscape plan, must be submitted for approval prior to issuance of this permit. The landscape irrigation must be separated from the potable water supply by a DOH approved double check valve assembly. Please complete the attached Non - Residential Sewer Use Certification and return a copy to Val Vue Sewer District and forward one copy to Metro. Metro will use this information to determine latecomers charges for this development. If you have any questions do not hesitate to call me at 433 - 0179. Sincerel Phil Fraser, Senior Engineer Public Works. Department Enclosures (6) xc: Water District # 125 Val Vue Sewer District Metro Permit Coordinator Greg Villanueva Planning Department Fire Marshall Read File Development File: Dondero PF /amc :B6:dondero2 March 19, 1992 Dear Sir: Phil Fraser Senior Engineer Enclosure (1) PF /amc C City of Tukwila Department of Public Works cf: John McFarland City Clerk Finance Dept. (Kim) Permit Coordinator Greg Villanueva Development File: Dondero Richard Dondero P.O. Box 488 Belfair, WA 98528 SUBJECT: Developer's Agreement and Receipt for Future Roadway, Frontal Imgrovements on South 146th'for $10,079.26 John W. Rants, Mayor Ross A. Earnst, P. E., Director At our meeting on 3/18/92 you were given a copy of your signed Developer's Agreement dated March 18, 1992 (including copies of Exhibit's A, B, C and D). Public Works staff will place this on a future Utilities Committee Agenda with a recommendation for acceptance through the City Council. Enclosed is a copy of your receipt, No. 8058A000 dated 3/18/92 for $10,079.26, which you deposited by check with the Finance Department. These monies are deposited in accordance with Item D on page 3 of the Agreement. Please note that the 10' right -of -way dedication is required prior to issuance of your Curb Cut /Access /Sidewalk Permit. Your continued cooperation with the City of Tukwila in expediting this project is very much appreciated. Sincerely, amc:12:dondero 6300 SouthcenterBoulevard, Sulte• #100 • Tukwila, Washington 98188 • Phone; (206) 433.0179 • Fay (206J431 • CITY OF TUKWILA CUSTOMER CHARGE TRANSMITTAL DATE: .S / le( 92 EMPLOYEES NAME: { CUST OMER: R I C- 1,�L11 fJ ©G7G('�lr C � CHARGES: DESCRIPTION ACCOUNT NUMBER AMOUNT Ff r- r'a't... 1)111) vent-vr5 ARa'�2v/� -t S;'•i"Gnn c2 '.7X1'1 S. Pe 6+. - 0 - 74. q60 TOTAL $, /I2� O. (o HAVE A HAPPY DAY CITY OF TUKWILA i 03/18/92 GENERA ;10079.26 TOTAL 10 079 .26 CHECK . 10079.2` CHANGE ; -49054- 8058A000 09 :40' PHONE 433-105 GENERA :10079:'26;' TOTAL 1007.26 CHECK;.: 10079:2; CHANGE .; 8058A000 01.40 , FHONE.433 =4835 EXECUTIVE OFFICES 3257 16th Ave. W. • Seattle. WA 981 (206)282 -0666• FAX (206)282.07 PROJECT 14 LOCATION PACIFIC TESTIN LABORATORIES EASTSIDE DIVISION North Creek Parkway N. #101 • Bothell, WA 98011 (206)485-4244 • 451.8436 • FAX (206) 485.4611 / L kick" (OA( ti k n T e S41 - <(-0.1 p 7i . I. h. V 42• Cpit acc:f 5'., (3 et,f��. rt in. / Lfe.1 s� -yam d►,Jd Q( L?J1: 1' ,— � �•ws .�.,,� 1 f �df i't �•� ey�PG -►v f: .47v lo /7 c It 6 r S %L2.r Goal 424 9 rocl.[J a /eve 1// ;.✓Cp°r72Tc/ ,�or 4 ft' t<✓ ..7 ill tAkeAi l / � , , / r 1 . �rloer t ' „ r w � A(/ / /Vac?ad (,4f11(LC. 4211 f�P.�:t. ��� J .' fir , CitJ 1 tcl t) 7ll•1,.*sP.ti REPORT NUMBER LR 80091 PREVIOUS APT. NO ZA., a in TACOMA DIVISION PENINSULA DIVISION 2402 Pacific Highway E. • Tacoma, WA 98424 10726 Silverdale Way N.W. 0105 • Silverdale, WA 98383 (206)922.9299 • FAX (206)922-1512 (206)698.6650 WC (206)698-6648 BYPORTED t S . _ __rd DATE �F7 '9%Z MAILING REVIEWED 5i / ADDRESS BY _J DATE �- PERMIT �r! ' C 6 r NU BER 6 7 / C CERTIFICATES j 2. ' oa) / ,, (� NUMBER D ATTENTION: c.trc. O j d e' c" ARCHITECT Vl/r� 4f /16 ff e (N ENGINEER /�Mer,o0 k. WeAtArs_t PURCH, ORD. 335_2_5____a � - NUMBER CONTRACTOR 1 2 ca: /./...1 .5 r 7, 10.1 / al s 7 • ASTM TEST METHOD (AS APPLICABLE) EOUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) WORK CONFORMS YE$.NO ❑ •This report Is provided for the Information of the client only. The reproduction of this report, by any method. and Its transmittal to a third party, by any means, except in full, without the written permission of Pacific Testing Leboratorles, Is prohibited." `This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work ork. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Pacific Vesting Laboratori DATE dalcit. FIELD CONTACT: DATE FAX 282 0710 ,01J: PACIFIC TESTIN LABORATORIES Corporate Headquarters: 3257 ldth Avenue West Seattle, Washington 98119 Phone: (206) 282 -0666 Fax (206) 282 -0710 To: Firm: Cc r q From: Consulting Engineers Since 1926 Office Locations: Seattle, Tacoma, Bothell, Silverdale Attention :.. L° Fax Number:.._ L_3 s" Phone Number. ..A.A. k2,2_ ,..._... Total Pages, Including Cover: . _ Certificate Number: 910 — 4 00 Message: PACIFIC TESTING -+44 TUK PUB WORKS To Be Mailed: Date: 9~ 8 - 9 z Department: srr,na. `«.,r► , • • its 1 • DEVELOPMENT If You Have Questions Concerning This Transmittal, Please Contact: At (206) 282 -0666 rjoo1 09/08/92 15 :09 FAX 282 0710 TACOMA DIVISION 2402 Pacific Highway East T u,nme, WA 98424 (208) 922 -9299 FAX (208) 922 -1812 Sincerely, PACIFIC TESTING 3-+4 TUK PUB WORKS PACIFIC TESTIN LABORATORIES September 8, 1992 Certificate No. 9102 -4000 EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 -1790 (2016) 262•0666 FAX (208) 282.0710 Mr. Dave Larson CITY OF TU'FKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 Subject: Project Name: Project Address: PERMIT NO: We have completed the requested special Inspections on the subject project. Our final report, dated May 18, 1992 is numbered LR 80091, WORK REQUIRED Soil Compaction and Control Expansion Bolting A "or aines C. F P.E. President JCP/kab Dondeto Motel 3747 S. 146th, Tukwila 6775 WORK INSPECTED EA6TSIDE DIVISION 18017 - 120th Avenue N, f=. Suite 106 Bothell, WA 99011 (208145148428 FAX WOW 480 -4811 Soil Compaction and Control Expansion Bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Department - Fbiz Cra\ • CONSTRUCTION I. BPECTION • BOILS ANALYSIS • NO •ESTRUCTIVE EXAMINATION • ENVIRONMENTALORILUNQ • CONSULTING EN'INEERS • LITIGATION CONSULTATION 011eMICAL ANALYSIS • CALIBRATION • STRUCTURAUMe(HANICAL LAB A WeeYwiptan Corporation furnishing ngtnooring servIces by and under the supervietan of registered professbnel engineers. 1002 ****A** k' i4 **,* ti*.*** h * * * * * *** * * **. * * **k * *h * * *4 *.* *: *. * ***kk *fir* *** * *' `CIT OF. TUKW.TL.A',' 144 TR,ANS,14,TT ;.' ':*.*,*****.k ' 74ik,'; h***,**.*',,*`* *:4 *hk: *k* *hyF :** ** *-k*.k ** * *, *41• ***'* * * *•.k*r*' •TRANMI;T N.umbero ,92000866 Amaurit.i 2 ..00 :0,5/20/92;: 10 ::15. : P N o: P149270`236 . •Type:, ,PI� - -SD•. S X : •DR.A.( G E- P . t r• c l N o.: ;0.0 0 U 0 : U ).1 . " 08121/92 ` �tce ' , Add , re�s': " 374' S`, :•14 praymer�t. Me : tho d : CIEIECK.: Not t in,ri: :.RZ DONDERp .l:'riit:' DL.M *'* **it **e •k *** **tit :k * * *:.1 ********.- k k`** k 74. k*. �k* * r** * 1k:. * * .•k*r:* *. * **1H *k • A6'coun.t C;od Dt.scr i pt i ctri .Pa i d .`PLAN :`CHE•CI( . .' - UTILITY 10.00 INSp 'F • :- :.STORM DRAI.hf 1 . GENERA : 25.0 GENERA 25.0 GENERA 25.0 TOTAL 75.0 CHECK 75.0 CHANGE , 0.0 2654A000 15 :0 • * * * *. * * **ik ** * * k****. ** ******k•hkk * * *•k *** **i** * **k** •CITY.`0F' TUKWI.LA, WA.:, Repr 08/20/92 1414,. TRAN,�sM]:T- k *k* *'d� * * *kk' *h * * ** ** k****** k'*** * *:k.* * ** * * * *:k,k ** * *k, * * ** * *** h** *:h* , TRAN.fiMI•T: Number: ;32000865: Amp:u ite :, 25'400: '00/20/92 10:14, Permit. Na: PW92- .023'7 `:Type ,PW-CCA8_ CURf1. CUT, /A.CCES / IDE F':arce 1.,: No:. 004000-091..1 . 5`ite. Addres0 : 3747 ..S :146 `43T payment Method : :CHECK NOt,at i ari g :, R ICHARL `L)CIN)ERO 1'ri i t p DLM ,:' *k *kk 1•:****.** kk**** kkhk* kk.**** k*** k* *d4• *k; *k *k * * *k***k * * ** * * *k*' Account Carle Descr�i Paid 000/345.8.3.4 PLAN CHECK . UTILITY 10..00. 000!342.400'' YNOP FEE - UTILITY 15.00 Total (•This : Payment) a 25.00 Total Fees. Total All 'Payments: 8a1 epee: 25.00 25.00 .00' 4c* *? r** t. * *k **k*k*** * **k* *kirk k** **** **** ** ** *** *kk** ls ** . **** : kk *A* CI1Y or TU WA.. '. TR(Nf1M1T *�tA “ *4.t�kW #*:h * *.kkk * ** ,: *k* 4*** ** **kk *** * *k *'k * *+t�t****�rk* * * *.., 1 RAW Numbers p '9200086.4 P Amaur►t a 25;,0 rinit Nis: 'PW'�2A238 T:ypei' PW-LI LANDSCAPE 1R,RXG(TI"ON :P.ar<cel, Na:: 0040,00.”09f1 '8.i,te Addresi a 3747 3 14b .5T. Payment Me,thodx CHECK -. .Notation: RICHARD DOWDERO 'Init; . DLM , * * * * * * *. *'*” *k * *:k* * * *k ** k** k*******kk* * * *kkk. ** * * * *k* * *kk*** **• *** * ** Account C "adc Description '0OQ/345 PLAN CHECK - UTILITY. 401/342.400 INSP FEE - FLH /LI /WME. Total (This Payment):. Total Fees: Total All Payments: Balance: Paid 10.00 15:00. 25.00 TO: FROM: SUBJECT: DATE: 4 City of TukvvHla 0 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 DONDERO FILE CHIEF OLIVAS HAMMER.HEAD:TURN AROUND APRIL.18, 1991 Gary L. VanDusen, Mayor The proposed hammer head turn around for the. Dondero Motel is acceptable CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -079: Dondero Motel 3747 S 146 St PHONE # (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME T OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 10f5 . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection. 9. Completion of soils report required on pits #1 and #4 and results submitted to the City Building Department prior to placement of any concrete. Gary L. VanDusen, Mayor Dondero Motel Page 2 10. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 11. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. All wood to remain in placed concrete shall be treated wood. 14. Validity of Permit. The issuance of a permit or approval of .plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. * * REVISION SUBMITTAL * * DATE I - ZO 2, CONTACT PERSON r o � e I< 1\ 6 0 e,e0 0 ARCHITECT OR ENGINEER 'EU S 14 PERMIT NUMBER PLAN CHECK NUMBER '7/ Q 7 9 TYPE OF REVISION: • Li✓ SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (If previously issued) '.,/ALL 13 L 4257 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. 1� nwi HI ECT ARCHITECT PHONE 2 16 :30-5`0 RUSS n HASSE STATE OF WASHINGTON RECEIVED CITY OF TI IKWILA APR 3 U 1992 PERMIT CENTER r DATE PROJECT NAME 4 14. De. e© M e T L..- ADDRESS : 9 4 9 — j ) / / t CONTACT PERSON t C- K, '( rA/ D E .cam PHONE a4 Co - 3 C' 5 G ARCHITECT OR ENGINEER PERMIT NUMBER * * REVISION SUBMITTAL * * CITY OF TUKWILA 6300 SOUTHCEN"1'ER BOULEVARD TUKWILA, WA 98188 g' 92s PLAN CHECK NUMBER TYPE OF REVISION: x„14 € 2 L a g..r w. VT SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. (If previously issued) STATE OF ■NASHINGTON RECEIVED. CITY OF TUKWILA APR 3 U 1992 PERMIT CENTER ati Richard Dondero `37022 8th Ave. So. Federal Way, WA 98003 RE: Dondero Motel, Revisions received date 4/30/92 Permit number 6775 Dear Mr. Dondero: City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 John W Rants, Mayor Phone: (206)'433 -1800 •. City Hall Fax (206) 433.1833 Please submit two revised ` sheet .number 4-7, noting all revisions in standard architectural practice anc3. dated Contact me if there are any questions on these comments, 8 :30 a.m. to 4 :30 p.m. at 431 - 3670 DATE PROJECT NAME ____ ei/e/a Pr_ ADDRESS 39 17 30. no CONTACT PERSON i r a AG ARCHII hcr OR ENGINEER PERMIT NUMBER 6. 7 7. PLAN CHECK NUMBER C rk" e) 99' TYPE OF REVISION: i s 1 k SHEET NUMBER(S) 7\ "" "T, I "Cloud" or highlight all areas of revisiOns and date revisions. SUBMIITED TO: CITY OF TUKWILA. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * (If previously issued) c6?./ K PHONE c ;16 -3o3 RECEIVED CITY OF TUKWILA AN 3 1992 PERMIT CENTER REGISTERED ARCHITECT RUSS D. HASSE STATE OF WASHINGTON r c% ), 4 Pik 0\\I■so'' PERMIT DENTER MATED V1000 *MC 41W SURA-SEAL MOONS concrete slab insulation gwb TREATED WOOD OR MRTAL $T RIP gwb concrete slab insulation trusses blocking concrete with pea gravel . N17 FIRST FLOOR DIAPHRAGM FLOOR SHEATHING SHALL BE 3/4" T & O PW, UNBLOCKED, GLUED & NAILED W/ NAILS OR GA. X STAPLES a 8" O.C. . 0 PANEL EDGES & DIAPHRAGM BOUNDARIES & 10" O.C. IN FIELD. GLUE W/ CONTECH PL 600 OR 3M SCOTCH GRIP 6230 GLUE, 1/4" X 8" BEAD O.C. OR CONTINUOUS y $ECOND FLOOR DIAPHRAGM FLOOR SHEATHING SHALL BE ' /2 COX. PW, UNBLOCKED, GLUED & NAILED W/ lad NAILS OR 14 GA. X I' /z STAPLES • 6" O.C. O PANEL EDGES & DIAPHRAGM BOUNDARIES & 10" O.C. IN FIELD. GLUE W/ CONTECH PL 600 OR 3M SCOTCH GRIP 6230 GLUE, 1/2" X 8" BEAD 12 O.C. OR CONTINUOUS MiS) THIRD FLOOR DIAPHRAGM FLOOR SHEATHING SHALL BE 3/4" T & 0 PW, UNBLOCKED, GLUED & NAILED W/ NAILS OR GA. X STAPLES 0 8" O.C. O PANEL EDGES & DIAPHRAGM BOUNDARIES & 10" O.C. IN FIELD. GLUE W/ CONTECH PL 600 OR 3M SCOTCH GRIP 6230 GLUE, 1/2" X 0" BEAD 0.C. OR CONTINUOUS V N20) INT TOR SHEAR WALLS: SHEATH INUIGAIED SHEAR PANELS W/ 15 GWB EACH FACE, BLOCKED V , UNBLOCKED W/ a2 CooLER on WALLBOARD NAILS a 4" 0.C. a ALL STUDS, TOP & BOTTOM PLATES & BI.OUKING. N21) INT TOR SHEAR WALLS: SHEA111 INDICATED SHEAR PANELS W/121! PLY GWB EACH FACE, BLOCKED ✓ , UNBLOCKED , W /Od COOLER 011 WALLBOARD NAILS • 9" (LC. TO BASE PLY, & Hd COOLER OR WALLBOARD NAILS 0 7" O.C. TO FACE PLY. • _._,N22) FRAMING SHALL BE 3" NOMINAL OR THICKER AND FASTENERS SHALL BE STAGGERED WHERE FASTENERS ARE SPACED 2" 0.C. AND WHERE 10d NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 -S/0" ARE SPACED 3" OR LESS O.C. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND FASTENER SPACING 18 LESS THAN 0" 0.C., PANEL JOINT'S SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR 1HICKER AND FASTENERS ON EACH SIDE SHALL BE STAGGERED. N23) FRAMING SHALL BE 3" NOMINAL OR .1'IIICKER AND FASTENERS SHALL BE STAGGERED WHERE SPACED 2" UR 2 0.C., AND'WHERE 10d NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 S/8" ARE SPACED 3" OR LESS 0.0. aluminium sliding windows energy rating typical cross section typical cross section insulation wood trusses layer gwb concrete slab CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 7, 1991 Dick Dondero 37022 8th Avenue S.E. Federal Way, WA 98003 SUBJECT: Developer's Agreement for Property "° 3141 SoutliA46thr (:Plan :Ck`:;1?No i :91`-07:9>:� A ". .. .. ...,. Dear Mr. Dondero: Enclosed you will find a draft Developer's Agreement prepared by the City relative to the subject development on South 146th Street and Pacific Highway South. Please review this Agreement and provide your input or sign and notorize both copies and return to Public Works. As you know the execution of this Developer's Agreement will be necessary prior to Certificate of Occupancy. Also enclosed you will find copies of Exhibits B and C which are part of this Developer's Agreement. The Developer is requested to produce Exhibit A, which provides the legal description for the subject property. You are requested to submit, to my attention, two executed copies with Exhibits A, B, C and D. Upon receipt of the executed Developer's Agreements, I will begin processing these Agreements through administration and City Council, who are the final authorities for acceptance of Developer's Agreements. If you have any questions regarding this matter, please call me at 433 -0179. Sin Phil Fraser, Senior Engineer xc: Planning Director Permit Coordinator Greg Villanueva Read File Development File: Dondero Enclosures (2) PF /amc:8:dondero2 PHONE N (206) 433.1800 Motel Gary L. VanDasen. Mayor MEMO FROM: Bldg Offl DATE: September'6, 1991 p,6462-4 l TO: Permit Coordinator SUBJECT: Mr Dondero's Request for Extension Please put this correspondence in the permit folder, and let me know if Mr Dondero picks up the permit and pays for it prior to Sep 25, 1991. If he doesn't pick it up by that date discuss it with me and we'll determine appropriate action to be taken. MRK /cc DONDERO.001 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: Duane Griffin, Bldg. Official FROM: Michael R. Kenyon, City Attorney9 v"`Z � RE: Richard Dondero Request for Extension of Plan Review Timefram DATE: September 5, 1991 I have reviewed your memo of August 20, 1991 and its attachments: (1) August 20, 1991, letter from Richard Dondero requesting six- month extension and (2) pages 10 and 11, referencing portions of Sections 303 and 304, of the Uniform Building Code. Your memo indicates that you are inclined to decline Mr. Dondero's request, subject to my legal opinion. Your memo and its attachments do not present a legal question, as far as I can tell. Both the attached Section 303(d) and Section 304(d), regarding 180 day timeframes for commencement of building after permit issuance and plan check after permit application, appear to give you the discretion whether to grant an extension of time. Your memo does reference a concern at If 4, however, that the plan check process was potentially delayed "because of City requirements ". You should carefully review that particular issue in reaching your final determination regarding an extension of time. INEWIM SEP06 CITY OF TuKwv«A PLANNING DEPT. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 R 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 0 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 R 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 R 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDI1G PERMIT -1411/N. INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3747 S 146 St BUILDING PERMIT NO I DATE ISSUED: SUITE NO.: PROJECT: Dondero Motel CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All, approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) -- King County Health Department -- 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the Job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. =um PAN REVIEW COMMENTS Plan Check No.: 1 0 -7 9 Project: 0 f < No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). X Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). X All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and �,. fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see - attached- preeedw . 2 y A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 6 . All construction to be done in conformance with approved plans and 0. requirements of the Uniform Building Code (1988 Edition), Uniform pL Mechanical Code (1988 Edition), Washington State Energy Code (1990 5 0 Edition), and Washington State Regulations for Barrier Free Facility (1990 w N Edition). 0 ci J e � 2 a • 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 3 b1 Notify the City of Tukwila Building Division prior to placing any concrete. I i .. eu This procedure is in addition to any requirements for special inspection. it 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, U r shall be special inspected. a a 0 S I, All wood to remain in placed concrete shall be treated wood. „-' y 23. All structural masonry shall be special inspected per U.B.C. Section 306 Q- (a) 7. Validity of Permit. The issuance of a permit or approval of plans, j t o specifications and computations shall not be construed to be a permit for, p, %-° or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give Y authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PAN REVIEW COMMENTS Plan Check No.: 1 0 -7 9 Project: 0 f < No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS X Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). X Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). X All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and �,. fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see - attached- preeedw . 2 y A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 6 . All construction to be done in conformance with approved plans and 0. requirements of the Uniform Building Code (1988 Edition), Uniform pL Mechanical Code (1988 Edition), Washington State Energy Code (1990 5 0 Edition), and Washington State Regulations for Barrier Free Facility (1990 w N Edition). 0 ci J e � 2 a • 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 3 b1 Notify the City of Tukwila Building Division prior to placing any concrete. I i .. eu This procedure is in addition to any requirements for special inspection. it 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, U r shall be special inspected. a a 0 S I, All wood to remain in placed concrete shall be treated wood. „-' y 23. All structural masonry shall be special inspected per U.B.C. Section 306 Q- (a) 7. Validity of Permit. The issuance of a permit or approval of plans, j t o specifications and computations shall not be construed to be a permit for, p, %-° or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give Y authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 FAX (206) 922 -1512 tr PACIFIC TESTIN February 13, 1991 Certificate No. 9102 -4000 Mr. Dick Dondero D AND D BUILDERS COMPANY P.O. Box 488 Belfair, WA 98528 SITS rIPIZON TEsir PITS r .. r! s,..�,_.r...•,r ^. +�. arc. +r. :,4 that the Plan Chel c LABORATORIES''''' EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 -1790 (206) 282 -0666 FAX (206) 282 -0710 EIN._ROVE FILE COPY 0 2 1991 MAHAN & DESALVO, INC. - 15EModIE - g@goMg�n "R 2 _ 1991 �N a J r; EASTSIDE DIVISION 18935 - 120th Avenue N.E. Suite 107 Bothell, WA 98011 (206) 451 -8436 FAX (206) 485 -4611 RECUIED CITY OF TOKi. ^J(LP' TEFL 25 thi PERMIT CENTER 1. 82819911 Subject: Dor>ciero motel Test MAN & DESALVO, 1 HAN & GE.SALVO, INC. Dear Mr. Dondero: On January 31, 1991, a representative from Pacific Testing Laboratories observed the excavation of four (4) test pits at the proposed Dondero Motel site. This letter is a report of Pacific Testing Laboratories' findings. The site is located at 3747 South 146th Street, Tukwila, Washington, (See Figure No. 1). The site is currently being used for recreational vehicle storage. The topography is nearly level. A four inch layer of crushed rock overlies the site. Apparently, there was once a small house on the property, but it has long since been demolished. Four (4) test pits were excavated along the west footing line of the proposed building. Excavation was performed by Dick's Back -Hoe Service. The test pit logs are shown in Figures No. 2 and No. 5. Test pits No. 2 and No. 3 revealed a grey, dense, silty -sand with some gravel. Penetrations of 1/2 inch were obtained using a 5/8 inch diameter hand probe. Concrete was encountered in test pits No. 1 and No. 4. No excavation was conducted below the concrete. Organic soil was encountered in test pits No. 1 oi0011.1> APPROVE JUIA 1319 • CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON- DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRI I • CONSULTING ENGINEERS • LITIGATION CONSULTATION • CHEMICAL ANALYSIS • CALIBRATION • STRUCTU ----mt." --.. ,, hl� UlV - -it,F"—T j- I a1ON A Washington Corporation furnishing Engineering services by end under the supervision of registered profossiont , l engineers. D AND D BUILDERS OANY Certificate No. 9102 -4000 Page 2 CONCIIISIONS The dense, grey, silty -sand appears capable of bearing 2000 psf. Structural footings should bear on the dense , grey, silty -sand. The red brown silty - sand is suitable bearing material for parking areas and slabs on grade. The organic soil should be stripped fnan parking and structural bearing areas. At the time of this writing we have no way of ]mooring what soil types (or conditions) underly the concrete slab encountered in test pits 1 and 4. We therefore recommend that a Pacific Testing Laboratories' engineer be retained to inspect all footing excavations prior to actual construction. Structural fill, if required, beneath any footing or concrete slab, shall be compacted to 95% of maximum dry density as determined by AS'II»i 1557. Structural fill shall be granular material with less than 5% passing the No. 200 sieve. Both the red brown silty -sand and the grey silty -sand can be used as fill in parking areas. Fill in parking areas shall be compacted to 90% of maximum dry density as determined by ASIM 1557. LIFICIATICHS This letter has been prepared to aid in the evaluation of the site. Our observations and conclusions have been prepared in accordance with generally accepted professional engineering principles and practices. We make no warranty, either expressed or implied. Our observations are based on the results of the field examinations and on our interpretation of existing surface conditions. The conditions and observations presented should not be applied to surrounding properties. If conditions are encountered that appear to be different than those described in this letter, we should be notified so we may review and either verify or modify our observations. This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited. If you have any questions, please contact us at (206) 282 - 0666. Prepared by: : Rick Russwn, E.I.T., Geotechnical Engineer �f' Alastair L mtsden, Senior Geotechnical Engineer ! PACIFIC TESTING LABORATORIES -� Test Pit No. 3 •Test Pit No. 2 .Test Pit No. 1 Test Pit No. 4 South 146th PACIFIC TESTING LABORATORIES 2402 Pacific Highway East Tacoma, WA 98424 ... 112§1 . 231 : 222 . 2 .......... Figure No. 1 Dondero Motel 3747 South 146th Tukwila, Washington N.T.S PROJECT NC 9102 -4000 DATE 1 -1 -91 DRAWN ENGR. /GEOL. APPROVED EV EXPLORATION TEST PIT BORING 1 PROJECT: DONDERO MOTEL : D C 0 CONSTRUCTION EXCAVATION DATE: Start: JANUARY 31, 1991 Finish: JANUARY 31, 1991 GROUND WATER DEPTH (ft): ENGINEER: Rick Russom TEST PIT: 1 ELEVATION (ft): 0 DEPTH BOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA Crushed Floc Excavation stoped at concrete Description bark brown, organic sandy soil oncrete, Old footing, PACIFIC TESTING LABORATORIES CERTIFICATION: 9102 -4000 SCALE (ft /inch): 1 Wet Wet Moisture Figure Number 2 LEV DEPTH SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA 7) • PROJECT: DONDERD MOTEL : 0 & 0 CONSTRUCTION EXCAVATION DATE: Start: JANUARY 31, 1991 Finish: JANUARY 31. 1991 GROUND WATER DEPTH (ft): ENGINEER: Rick Russom TEST PIT: 2 ELEVATION Crushed bock EXPLORATION TEST PIT BORING 2 (f t) : 0 Description Med—brown sixty sand with trace of gravel Orey, dense, silty sand with some of gravel. PACIFIC TESTING LABORATORIES CERTIFICATION: 9102-4000 SCALE (ft/inch): 1 Wet Wet We Moisture Figure Number 3 SANPLLEA SYMBOLS DEPTH AND FIELD TEST DATA Crushed Rock Description EXPLORATION TEST PIT BORING 3 PROJECT: DONDERO MOTEL : D 6 D CONSTRUCTION EXCAVATION DATE: Start: JANUARY 31, 1991 CERTIFICATION: 9102 -4000 Finish: JANUARY 31, 1991 GROUND WATER DEPTH (ft): ENGINEER: Rick Russom TEST PIT: 3 ELEVATION (ft) : 0 SCALE (ft /inch) : 1 bed -brown silty sand with trace of gravel trey, dense, silty sand with some of ravel and cobbles Wet Wet Wet Moisture Figure Number 4 PACIFIC TESTING LABORATORIES LEV EXPLORATION TEST PIT BORING 4 PROJECT: DONDERO MOTEL : 0 & D CONSTRUCTION EXCAVATION DATE: Start: JANUARY 31, 1991 CERTIFICATION: 9102 -4000 Finish: JANUARY 31, 1991 GROUND WATER DEPTH (ft): ENGINEER: Rick Russom TEST PIT: 4 ELEVATION (ft): 0 SCALE (ft /inch): 1 DEPTH 0 -2 8 SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA Crushed Aock Excavation stopped at concrete Description bark brown, organic sandy soil boncrete, Old footing or driveway PACIFIC TESTING LABORATORIES Wet Wet Moisture Figure Number 5 Fire Department Review Control #91 -079 Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor April 17, 1991 Re: Dondero, Richard - 3747 South 146th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and. tested. (City Ordinance #1528) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Gary L. VanDusen, Mayor All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) 4. A fire alarm system consisting of pull stations and an annunciation system is required. (UFC A-1.14 reference N.F.P.A. 71 and 72A) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) Fire hydrants are required as detailed in City Ordinance #729. Every building shall be accessible to Fire Department. apparatus by way of access, roadways with all - weather driving surface of not less than 20' wide and .13'S" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) IMINI111•1111101■ cc: T.F.D. file ncd .Yours truly,: • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Gary L. VanDusen, Mayor A11 hydrants and all surface access roads "shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) A11 required occupancy separations, area separation walls, and draft -stop partitions shall be maintained . and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Where attic spaces are fully sprinklered; attic spaces formed of combustible construction shall. be divided into ,horizonta1 areas not exceeding 9000 square feet by partitions extending from the .ce i,l i ng to the roof . (UBC 2516, 4-8 ,iii) ACTivity LOG D,; . • INIT. COMMENTS 044(47 /e40/0‘ /.S ' 4' 4 � vr4 •B 9.i mil, � CONSULTING ENGINEERS 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 624-8150 April 22, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -07 (Dondero Motel) Dear Mr. Griffin, Enclosed are drawings, calculations and soils report for your use. Sincerely Carl Geiger CAG:2 Russ ; Hasse SC' AsSociates P.O. Box 1991 Auburn, Washington ` 9 8072 , RECEIVED CITY .OFTUKWILA APR 2 2 1991 PERMIT CENTER We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of . the Uniform ; Building Code. We have no additional comments. Plans Approved Plans Not Approved F.D. Review letter included Building Owner: New Owner Address: FIRE DEPARTMENT REVIEW SHEET Date: Fixed fire protection required for this project: Sprinkler: B u i l d i n g Address: 3 777 5'4,17, 1`, A check in this box indicates the address is not descriptive or not complete. Hose Station: Fire Alarm: / Fire Flow /)(- � Hydrants: Min. GPM /� Required Special Systems: Fl re Lanes Supra Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: Fire department notations whichshould be, reflected on the plans: CITY OF TUKWIL.A Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: rc R ADDRESS: 3 ? 4 ' . DATE: \L Is tct G l, OCCUPANCY GROUP --1 TYPE OF CON STRUCTION .., -- 1 LOCATION ON PROPERTY M EMI*, - + s W / 41 Cjr , V BUILDING HEIGHT/0 OF STORIES "1"W FLOOR AREA G� jr I A, I + G1�N�A OCCUPANT LOAD EXITING REQUIREMENTS NOTES PREPARED BY: MAPJA,GIS Au. DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. PLAN REVIEW 16,7 ONIrt 2\() MOTS B.stPMM 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 M -off PLAN CHECK NUMBER DATE: 15-1 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE /2 q,' PROJECT' NAME gnfSd_edfeE) 3 A P ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER suaral 1ED TO: PHONE SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. (If previously issued) • PERMIT NUMBER PLAN CHECK NUMBER 91 " 407 TYPE OF REVISION: P410.". 0 /---teie,— RECEIVED CITY OF TUKVY11.A APR 12 PERMIT CENTER CITY OF TUKWILA 6200 SOUTHCEA'TER BOULEVARD. TUKWILA. WASHINGTON 98188 March 20, 1991 Richard Dondero 37022 8th Ave. So. Federal Way, WA 98003 RE: 34 Unit 'Motel, 3747 S. 146th Plan check number 91 -079 Dear Mr. Dondero: PHONE # (206) 433.1800 After an initial review of subject project, it has been determined that additional information and /or corrections be submitted to complete the plan review. Please address the following comments. Indicate on drawings location of attic draftstops horizontal dimension of 100 feet, U.B.C. 2516. 3. Provide locations of attic access per U.B.C. 3205 details of there construction that will maintain the of the 1 Hour construction. 1. Gary L. 6onDusen, Mayor 1. Provide on plans General Notes to reflect conformance to 1988 A -1 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. within a and show integrity � `f ' 4. Detail 1 on sheet A -7 should be identified as to its location 4. and be noted the extent of this, use, U.B.C. 25 5. Provide manufactures installation information and /or an I.C.B.O. evaluation report of proposed " Carlisle Sure- seal'b - ?\ - 7 butyl sheet membrane on 20 gauge sheet metal ", qualify its application as shown on detail 11 of sheet A -7. Note, what will prevent hydraulic pressure from forcing water under this application to behind the rigid insulation ? 6. Plans should indicate the floor or landing shall not be more than 1/2" lower to door threshold at accessible spaces or 1" at other doors, U.B.C. 3304 (i). '7 ) 4-7 7. Provide detail or note on plans that handrail ends shall ( � return to wall or newel post, U.B.C. 3306 (j). J RECEIVED CITY OF TUKVVILA APR 12 PERMIT CENTER Page 2 . '. Proposed 2" x 2" guardrail pickets 7" on center may possible (o14'7 conform to U.B.C. 1711, however note that maximum clearance between pickets should not be 6" or greater. ---- -° • It appears no ventilation fans are proposed for the barrier A.G. free units bathrooms, not providing a door to these bathrooms does not allow the elimination of this requirement if that was the intent, U.B.C. 1205. 10. Provide and locate on plans smoke detectors in all units as specified in U.B.C. 1210. �� 11. Provide elevations or additional information on the barrier A. s free unit bathroom fixtures requirements. 12. Provide on plans roof covering class rating requirements per 4 table 32 -A U.S.C.. Contact me if there are any questions on these comments, 8:30 a.m. to 4:30 p.m. at 431 -3670. Sincerely, w CITY OF TUti WILA 6200SUUTI/Cb :NTERBOULEVARD, TUKWILA, WA SIIINGTONHNINS March 20, 1991 Richard Dondero 37022 8th Ave. So. Federal Way, WA 98003 REs 34 Unit Motel, 3747 S. 146th Plan check number 91 -079 Dear Mr. Donderos PHONE p 1201;) 433.1800 NI10 After an initial review of subject project, it has been determined that additional information and /or corrections be submitted to complete the plan review. Please address the following comments. Gory L. Vanl)run, Mayor 1. Provide on plans General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Loaal Codes. 2 . Indicate on drawings location of attic draftstops within a horizontal dimension of 100 feet, U.B.C. 2516. 3. Provide locations of attic access per U.B.C. 3205 and show details of there construction that will maintain the integrity of the 1 Hour construction. 4. Detail 1 on sheet A -7 should be identified as to its location and be noted the extent of this drafstop use, U.B.C. 2516. 5. Provide manufactures installation information and /or an I.C.B.O. evaluation report of proposed " Carlisle Sure -seal butyl sheet membrane on 20 gauge sheet metal ", qualify its application as shown on detail 11 of sheet A -7. Note, what will prevent hydraulic pressure from forcing water under this application to behind the rigid insulation ? 6. Plans should indicate the floor or landing shall not be more than 1/2" lower to door threshold at accessible spaces or 1" at other doors, U.B.C. 3304 (i). Provide detail or note on plans that handrail ends shall return to wall or newel post, U.B.C. 3306 (j). Page 2 8. Proposed 2" x 2" guardrail pickets 7" on center may possible conform to U.B.C. 1711, however note that maximum clearance between pickets should not be 6" or greater. 9. It appears no ventilation fans are proposed for the barrier free units bathrooms, not providing a door to these bathrooms does not allow the elimination of this requirement if that was the intent, U.B.C. 1205. 10. Provide and locate on plans smoke detectors in all units as specified in U.B.C. 1210. 11. Provide elevations or additional information on the barrier free unit bathroom fixtures requirements. 12. Provide on plans roof covering class rating requirements per • table 32-A U.B.C.. Contact me if there are any questions on these comments, 8:30 . a.m. to 4130 p.m. at 431-3670. " Y. CITY OF TUKWILA 6200SOUTIICI:NTERBOULEVARD, TUKWILA, IMSI11NGTON!)8188 March 28, 1991 Dick Dondero 37022 8th Avenue South Federal Way, Wa, 98003 RE: Dondero Motel - Site Plan Submittal at 3747 South 146th Street Dear Sir: up. I'lft),VI p (2fl6i) 433.1800 Gan' L. !'anInscn, Mayor Public Works Department has reviewed your utility permit application /site plans (Control # 91 -079) for the subject development and requests that you address the following comments and concerns in a resubmittal: 1. In meeting the Sidewalk Ordinance, the development has provided frontal improvements including dedication of 10' wide right -of- way fronting South 146th to your development. The City staff in our last plan review identified a new street will go in South 146th fronting your property. It was determined it would be more appropriate to include your proportionate share of frontal improvements in that public street project. The City, in lieu of constructing the sidewalk improvements, would request monies be provided to the City for inclusion in the future street improvement program, at which time an appropriate and fully coordinated sidewalk curb and gutter project will occur. Enclosed is the City's estimate of the costs (in 1991 dollars) for frontal improvements to your property along South 146th Street. You are requested to provide the funds in the amount of $ 10,079.26 (see attached City estimate) as your share of the cost for these improvements at the time of issuance of curb cut /access /sidewalk permit for this development. 2. Water: We believe the 10" water main shown on the north side of diameter pipe South 146th Street is a 6" and not a 10 ". Per staff conversations with Frank Pearson of Water Dist. # 125, Frank does not wish parallel lines as you have shown but rather a 10" replacement line. Requested is a meeting be set between Frank Pearson, yourself and City staff to resolve this issue. Please call Arline McCready at 433 -0179 to have this meeting set Also requested is you provide a copy of the water availability letter from Water District # 125. !, 3. Water: Included in your design shall be a valve at each end of the new main where it ties in to the public. Also a water valve is to be provided at the water shutoff main line. A water meter will be shown in the public property side of the property line and not in the parking lot. For water mains and services identify the following: A. Class of pipe B. Type of bedding C. Minimum compaction 4. General: Under your general construction notes identify: "Tukwila Development Standards shall apply ". 5. Roadway Section: City's typical roadway section would require 4" of asphalt (in two lifts) instead of the 2" of asphalt, as shown. 6. Sanitary Sewer: Provide availability letter from Val Vue Sewer District. 7. Sewer Criteria: Identify the following on plan: A. Cleanout at building B. Size of pipe C. Slope of side sewers D. Invert elevations E. Size of invert elevation at main proposing connection F. Invert elevation at building G. Lowest floor elevation Requested is resubmittal of the attached Utility Permit Application along with six (6) sets of plans addressing the above and other information as requested in this letter. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Sincere Phil Fraser, Senior Engineer Public Works Department xc: Ross Heller Greg Villanueva Permit Coordinator Read File Development File: Dondero Motel Enclosures: (Storm Drainage Analysis, Utility Permit Application, 6 sets of site plans) Improvements: curb & gutter, utility xelocation, sidewalk, paveMent for 1/2 of street. . Dondero. Motel S. 146th Frontal Improvements Mobilization (5%) Clearing & Grubbing (3%) Landscaping Sidewalk (incl. driveways) Excavation & Removal Backfill (for drainage) 18" RCP CB type 1 Crushed surfacing AC Class "B" (4") Signing Est. Qty 59 sy 12.00 39 cy 10.00 39 cy 10.00 88 if 25.00 ea ,750..00 tons 1 tons 30.00 LS 1,500.00 Provide by City) Unit Cost Total 424.21 254.53 500.00 704.00 391.11 391.11 2,200.00 2,250.00 .64800 900.00 500.00 9,162.96 916.30 Nc. 111 Mahan &DeSalva CONSULTING ENGINEERS March 5, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -07 (Dondero Motel) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide Structural Notes on the drawings and include design load information, concrete and reinforcing strength, framing member . species, grade and strength, allowable soil bearing pressure and other necessary structural information. 2. Drawings with structural information must bear the professional seal of the engineer of record. 3 . Show the shear wall schedule on the drawings. 4. Revise Section 2/A7 to show truss sheathing that is adequate to transfer lateral forces from the roof diaphragm to the shear walls below. . The foundation width shown in Section 5/A7 does not meet the minimum width requirements of Table 29 -A. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Carl Geiger CAG:1 cc: Russ Hasse & Associates P.O. Box 1991 Auburn, Washington 98071 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 6248150 k i'MAR 0 6 1991 MEMORANDUM structural review mahan and desalvo EMERSON R. DENNEY, P that the Plan Check app Consulting Engineer " ^'trstand 38809 191st Southeast • Auburn, WA 98002 • (206) 939.1373 Civil and Structural Engineering STRUCTURAL CALCULATIONS DONDEPO 34 UNIT MOTEL FOR-P.H. ARCHITECTS [ERNE APR 2 :1991! MAHAN & DESALVO, INC. a. f&O CIT1l OF TUKWILA 25 'y9'i PERMIT CaI lTE I•EB 2 8 19911 MAHAN & GESALVO, INC. CITY � � � � � f �I�N 3 199 TABLE. of CoNITENTS t��4 - rG Roo F LOA Ds 1=Ltoo12.. LOADS ROoC= Gat 4m SUMMARY LOO2 JolST/ FAM 5UMMARY 4 boF BEAM COmpUT 5cLUTIONS Lor�R LJC(5T73EAM X MPUTER 5OLUTlONS 27. 5 T fF l iZ 57Rt t1lG ERS -` 5ALGONy RAIL CO N N. �£ LATERAL FORGE 1ESIGN 0. DRIVE ThRU CoVER coL UMNS Frc5, 8 C u?.IDMTO NS 5H EAR I,t1 A LL 2 3 EMERSON R. DENNEY, PE Consulting Engineer 38809 191s1 Southeast • Auburn, WA 98002 • (206) 939.1373 Structural Engineering roof loads rh architects emerson r denney purlins trusses insulation floor loads headers at roof drive beams floor framing floor joists floor framing floor framing floor beams loads from joists floor framing floor headers span floor framing Shear`., stress BEAM SIZE :.4.5.. WOOD BEAM Job Name: DONDERO MOTEL Beam Mrk: R1 4.5 x 5.5 1.444 kips .. 1.444 kips > Span(ft) 5.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 162 psf Live. Load = .380 psf. OC Spacng = 1' ft DESIGN CRITERIA ..Allowable Bending,psi: Fb 1150 2. Allowable Shear, .psi Fv 75 3. Mod of Elasticity, psi : :E _.1400000 4. Duration of . load factor LI 1..15 5. Live Load: Deflection < L / 36.0. 6. D4-1. Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) Lu B. Unbraced: bottom edge in region of -M (ft): Lu = 0 9, Eff span lgth ratio: le /lu =1..92 10. Allowed overstress :( %) /100= .01; 11 Exact Beam WIDTH (in): b = 4.5 Dead Load .Deflection Live Load Deflection D +L Load Deflection .034 in .079 in L/ 809 .113 in L/ 567 1' 1.444 kips ,< . Allowable Bending,psi: F p 5.5 x 5.5 WOOD BEAM - DESIGN CRITERIA Job Name: DONDERO MOTEL Beam Mrk:•R1 Bending • BEAM:SIZE::.5.5 -X 5.5 stress:` `1'M for =M for Shear stress: Load fb ... 833 psi + M 1.92 k -.f t fb = :0 psi -M =` 0 k-ft fv _,61.. psi for V = 1:23. kips Span(ft)= 5. : 33 ' Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead. Load = 162 psf Live Load 380 psf OC .Spacng = 1 ft 1300 Allowable Shear, psi: Fv =85 3. Mod of. Elasticity, psi E; = 1600000 4'.' Duration of load factor 1.15 5. Live Load: Deflection < L / 360 . D +L Load: Deflection < : L ;,/ 240 7. Unbraced top' edge in region of +M (ft) : Lu O Unbraced bottom edg e in region of: -M (ft) Lu = 0 9. Eff span lgth ratio: le / : 1u= 192 10. Allowed overstress:(0 /100 =.03. 11. Exact Beam WIDTH (in): : b = 5.5 1.444 kips > Dead Loa Deflection - .024 in Live Load .Deflection .057 in _ L/ 1130 D +L Load Deflection = .081 in " L/ . 792 Allowable bending stress: for +M: F'b = 1495 psi for-M: F'b - 1495 psi, HF Job Name: DONDERO MOTEL Beam Mrk: R1 1.444 kips 5. x.5.5 � < >1 . Span(ft)= 5.33 Both ends pinned SUMMARY..OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 162 psf Live Load w , 330 psf OC Spacng = 1 ft WOOD BEAM . . DESIGN.CRITERIA 1. Allowable Bending,psi: F'b 2. Allowable Shear, psi: ..Fv 3.. Mod of Elasticity, psi: E. 4. Duration of load factor 5. Live Load: Deflection < L. / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of 4 (ft): Lu 8. Unbraced bottom edge in region of -M (ft) : Lu 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:0) /100= 11. Exact Beam WIDTH (in): b 1050' 70 1.15 360 240 1.444 kips Bending'. stress +M. fb = 833 psi for +M = 1.92 ::k -ft -M fb W 0 psi for -M = 0 k -ft. Shear stress: fv - 61 psi far V = 1.23 .kips Dead Load. Deflection =-.03. in .07 in _ ' L/_ 918 D +L -Load'Deflection _ .099 in L/ 644. 0 1.92 .03 5.5 Live Load Deflection Allowable bending . stress: for +M:. F'b for -M F'b Pig : PONDERO MOTEL BeamC MOMENT Job Name: DONDERO MOTEL Beam Mrk: R2 1.706 kips I 5.5 x 5.5 Span(f t)= 5.33 Both . ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 190 psf Live Load _.450 psf OC Spacng = ft .WOOD BEAM DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1050 2. Allowable Shear, psi: Fv = 70 3. Mod of Elasticity,. psi: E = 1300000 4. Duration of load factor = 1.1.5 5. Live Load: Deflection < L / 360 6. D i-L: Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft):. 8. Unbraced bottom edge in region of -M (ft):. Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03. 11. Exact Beam WIDTH (in): b = 5.5 1.706 kips Bending stress:: +M :fb = 984 psi for' +M = 2,27.' k-ft -M ;fb := 0 -. for -M 0 k -f • Shear stress: fv = 72 psi for V = 1.45 kips Dead Load Live Load D +L Load P,13 .BEAM SIZE 5.5 x 5.5 Deflection' = .035 in Deflection ._ .082' in =:L/ 775 Deflection - .117 in L/ 545. bending for +M: F. "b = 1207 .psi for -M: F'b = 1207 ;.:psi Job Name: DONDERO MOTEL Beam Mrk: R2 1.706 kips '< 5.5 x 5.5 Span(ft)= 5.33 Both ends pinned OA. SUMMARY OF BEAM LOADS WOOD BEAM. - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2. Allowable Shear. psi :.. Fv = 3. Mod of Elasticity, psi: E _ 4. Duration of load factor 5. Live. Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress :( %)/100= 11. Exact Beam WIDTH (in): b = UNIFORM LOAD OVER FULL SPAN: Dead Load = 190 psf Live Load = 450 psf OC Spacng = 1 ft 1300 Bending 85 1600000. 1.15 360 240 0 0 1.92 .03 5.5 1.706 kips Shear stress: BEAM SIZE : 5.5 x 5.5 stress: +M fb = 984 psi for +M = 2.27, k -ft -M fb = 0 psi for -M =`0 :k -ft fv = .72. psi for V = 1.45 kips • Dead Load Deflection = Live. Load Deflection D +L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b . 028 in .067 in L/ 954 . 095 in L/ 67 1495 psi 1495 psi Job Name: DONDERO MOTEL Beam Mrk: R2 1.706 kips l< 4.5 x 5.5. Span(ft)= 5.33 Both ends pinned SUMMARY OF. BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 190 psf Live Load = 450 psf OC Spacng = 1 ft WOOD. BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb 2.. Allowable Shear, psi: Fv 3 . Mod of Elasticity, psi : E 4. Duration of load factor 5.. Live .Load: Deflection < L 6. D +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: 1e /1u= 10. Allowed overstress :( %) /100: 11. Exact Beam WIDTH (in): b > 1150 75 1400000. 1.15 360 240 0 0 1.92 ,03 4.5 1.706 kips Bending stress: +M fb : 1202 psi for +M = 2.27 k -ft -M i'b 0 .psi for 7M = 0-,„k-ft fv =138 psi for: = 1.45 kips Shear stress: Dead Load Live Load D +L Load Allowable stress: BEAM SIZE Deflection Deflection Deflection . bending for +M: F'b for - M:`F 4.5 x 5.5 • .04 in : .094 in • L/ 683 .133 in L/ 480 • 1322 psi : 1322 psi 22 1.71. SHEAR [[[[I (kips) [[[ [ -1,71 2:27 WWI [[[[[[C[[[c [[[[[[[[[[[[[C[ [[[[[[[[[[C[[[[[I MOMENT (k -?t) Job: DONDERO MOTEL Beam: R2 P,/6 Job Name: DONDERO MOTEL Beam Mrk: R3 4.875 kips 1 l < 5.125 x 16.5 A A Span(ft)= 25 Both ends pinned SUMMARY OF BEAM LOADS 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi: E = 4. Duration of load factor = 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = 4.875 kips 1 > UNIFORM LOAD OVER FULL SPAN: Dead Load = 140 psf Live Load = 250 psf OC Spacng = 1 ft GLU -LAM BEAM DESIGN CRITERIA 2400 165 1800000 1.15 360 240 0 0 1.92 .03 5.125 Bending stress: +M'fb for -M fb for -M Shear stress: Dead Load Live Load D +L Load Allowable stress: P P7 BEAM SIZE :.5.125 x 16.5 1572 psi 30.47 . k -ft 0. psi 0 k -ft fv= 78 psi for V = 4.39 kips Deflection =..356 in Deflection _ .636 in = L/ 471 Deflection = .993 in = L/ 302 bending for +M: F'b = 2664 psi for -M: F'b = 2664 psi Job Name: DONDERO MOTEL Beam Mrk: R3 5.655 kips 1 i< 5.125 x 18 Span(ft)= 29 Both, ends pinned 1. Allowable Bending,psi: Fb 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity,; psi E _ 4. Duration- of load factor. 5. Live Load: Deflection < L./ 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (f t) : Lu = 8. Unbraced bottom edge in region of -M (ft) : Lu = 9. Eff span lgth ratio: 1e /1u= 10. Allowed overstress:( %) /100= 11. Exact Beam WIDTH (in): b = SUMMARY OF BEAM LOAD 5.655 kips >1. UNIFORM LOAD OVER FULL SPAN: Dead Load = 140 psf Live Load = 250 psf OC Spacng = 1 ft GLU -LAM BEAM- DESIGN CRITERIA 2400 165 1800000 1.15 360 240 0_ 0 1.92 .03 5.125 Dead Load Live Load D +L Load Allowable stress: BEAM SIZE ': 5.125 x 18 Bending stress: +M fb = 17.78 psi. for +M = 41:: -k -ft -M fb 0 psi for -M =.0 k -ft. Shear stress: fv = 83 psi for V = 5..09 kips Deflection Deflection Deflection bending for +M ::F'b for -.M.: F'b Pi IS' .497 in .887 in = L/ 392 = 1.384 in L/. 251 2638- psi, = 2638 psi 41 WWI flflfflllfl L'ffflfrr[flffff frrrrrrl'ffffruu MOMENT (k -ft) Job: DONDERO MOTEL Beam: R3 Job Name: DONDERO MOTEL Beam Mrk: R3 A 6.75 x16.5 Span(ft)= 29 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 140 psf Live 'Load .= 250 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb 2 Allowable Shear, psi: Fv 3.: Mod of Elasticity, psi: E 4 Duration of load factor 5. Live Load: Deflection < L 6. D +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /1u =1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 6.76 BEAM SIZE : 6.75 x 16.5 2400 165' 1800000 1.15 ' 360 240 Bending stress:. +M . fb for.' +M = -M fb = for -41 - Shear stress: Dead Load .Live Load D +L Load Allowable stress: 1606. psi 41' k -ft' 0. psi. 0' . k -ft fv = psi for V = 5.37' kips Deflection '= .49 in Deflection = .875 in = L/ 397 Deflection = 1.365 in L/ 255 bending for +M: F'b = 2664 psi for -M: F'b = 2664 : psi Job Name: DONDERO MOTEL Beam Mrk: R4 1.98 kips 5.125 x 10.5 Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 70 psf Live Load = 150 psf OC Spacng = 1 ft GLU -LAM BEAM w DESIGN CRITERIA 1. Allowable:Bending,psi: Fb = 2400. 2. Allowable Shear, psi:. Fv = 165 3. Mod of Elasticity, psi: E.= 1800000 4. Duration of '. load factor = 1.15 5. Live Load: Deflection < L./ 360 6. D +L Load: Deflection < L / 240. 7. Unbraced top edge in region of +M (ft) : Lu = 0 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span lgth ratio: le /1u= 1.92 10. Allowed overstress:( %) /100 = .01 11. Exact Beam WIDTH (in): b = 5.125 1.98 kips Bending'stress:' +M fb = 1135 psi. for +M .=„8.6'91 ..k- -ft -M fb 0 psi for -M = 0 Shear stress: fv = 52 psi for V = 1.88 kips Dead Load Live Load D +L Load Allowable stress: Pa) BEAM SIZE : 5.125 x 10.5 Deflection .186 in Deflection = .398 in = L/ 542 Deflection = .584 in = L/ 369 bending for +M: F'b = 2760 psi for -M: F'b = 2760 psi Job Name: DONDERO MOTEL Beam Mrk: R4 1.98 kips 1.98 kips < > Span(f0= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 70 psf Live Load = 150 psf OC Spacng = 1. ft J00D SEAM DESIGN CRITERIA 1. Allowable Bending,psi: Fb =:1250 2. Allowable. Shear, psi Fv = 95 3. Mod of Elasticity, psi: E = 1700000 4 Duration of load factor .= 1.15 5. Live. Load: Deflection < L:/ 360 6. D +L Load: Deflection < L:/ 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span.lgth ratio: le /1u= 1.92 10. Allowed overstress:() /100 = .01 11. Exact Beam WIDTH (in) b = 3.5 • • 3.5 x 11.25 Shear stress: stress +M.fb.. = 1448 psi for +M = 8.91 k -M fb = 0 psi for -M = 0 ' k -ft •v for V Dead Load Deflection Live Load Deflection D +L Load Deflection = Allowable bending stress: for . +M: F = for •-M: F "b 68 psi 1.78 kips .234 in .502 in L/ 430 .736 in L/ 293 1437 1437 psi psi Job Name: DONDERO MOTEL Beam Mrk: R4 1.98 kips '< 3.125 x 12 Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS Dead Load = 70.psf Live Load = 150 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1 Allowable Bending,psi: Fb = 2. Allowable Shear, psi Fv.= 3. Mod of Elasticity, psi: E E. 4. Duration of load factor 5. Live Load: Deflection < L./ 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft) : Lu = 0 8 Unbraced bottom edge in region of .-M (ft) : Lu = 0 9. Eff.span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .01 11. Exact Beam WIDTH (in): b = 3.125 2400 165 1800000 1.15 360 240 1.98 kips 1 > UNIFORM LOAD OVER FULL SPAN: BEAM SIZE : 3.125`x Bending stress: +M fb = 1426 psi for +M _ 8.91 k--ft - fb = ,0 psi for -M = 0 k -ft Shear stress: Dead Load Live Load D +L Load Allowable stress: fv for V Deflection Deflection Deflection bending for +M: F'b for -'M: F'.b P. 23 = 71 psi = 1.78 kips _ .204 in =..437 in L/ 493 .642 in = L/ 336 = 2760 psi = 2760 psi ' "CC • '"rCll '7CCCCC CCCCCCC lllllllllll CCCCCCCCCCCCIIC L'ICCCCCICCCCIIIII SHEAR (kips). MOMENT, (k f t). 1.04 kips t Span(ft)= 3.25 Both ends pinned S UMMARY OF BEAM LOADS WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1150 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi:E = 1400000 4. Duration of load factor = 1.15 5. Live Load: Deflection < L / 360 6. D +L Load:. Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .01 11. Exact Beam WIDTH (in):. b = 4.5 Job Name: DONDERO MOTEL Beam,Mrk: R5 4.5 x 3.5 3-2x6 A 1.04 kips > UNIFORM LOAD OVER FULL. SPAN: Dead Load = 190 psf Live Load = 450 psf OC Spacng = 1 ft stress: Bending stress:. +M for -M for Dead ,Load Live Load D +L Load Allowable stress: fb +M fb -M fv for V Deflection Deflection Deflection bending for +M: F'b for -M: F'b F. P. 2.5" 1104 psi .85 k -ft 0 psi 0 k -ft = 84 psi = .88 kips .021 in _ .05 in = L/ 777 • .071 in • L/ 546 = 1322 psi • 1322 psi Job Name: DONDERO MOTEL Beam Mrk: R5 1.04 kips ,< 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv 3. Mod 'of Elasticity, psi: E 4. Duration of load factor = 5. Live 'Load: Deflection < L/ 6..D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b 3.5 x 3.5' mAx Span(ft')= 3.25 .Both ends pinned SUMMARY OF BEAM .LOADS 1.04 kips 1 >; UNIFORM LOAD OVER FULL .SPAN: Dead Load Live Load OC Spacng 190 psf = 450 psf = 1 ft WOOD BEAM - DESIGN CRITERIA 1250 96' 1700000 360 240 0 0 ' 1.92 .O1 3.5 Shear stress: = 1419 psi • .85. k -ft = 0 psi = 0 k - • 108 psi = .88. kips Dead 'Load .Deflection = .022 in Live Load Deflection =..053 in = L/ 733 D +L Load Deflection '= .076 in = L/ 516 Allowable bending stress :. for +M F'b = 1437 psi for -M: F'b _ 1437 psi WOOD BEAM .563 kips ,< Job Name: DONDERO MOTEL Beam Mrk: J1 1.5 x 9.26 .563 kips > Span(ft)= 13 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 25 ,psf Live Load = 40 psf OC Spacng = 1.333 ft DESIGN CRITERIA 1. Allowable Bending,psi: Fb= 1250 2. Allowable Shear, psi: Fv = 95 3. Mod of. Elasticity,. psi: E = 1700000 4. Duration of load. factor _ 1 5. Live Load: Deflection < L / :360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .01 11. Exact Beam WIDTH (in): b = 1.5 BEAM SIZE : 1.5-x, Bending stress:. +M •fb = 1027 psi for +M = 1.83 k -ft -M fb = 0 psi for -M = 0 k -ft Shear. stress: Dead Load Live Load fv for V = 55. psi = .61' kips Deflection = .127. in Deflection .204 in _ L/ 765 = .331 in = L/ 471 D +L Load Deflection Allowable bending stress: for +M: F'b.= 1250 psi for -M: F'b = 1260 psi Job .Name: DONDERO MOTEL Beam Mrk: J1 1.5 x.9.25 .563 kips t l< Span(ft)= 13 Both ends pinned SUMMARY OF BEAM LOADS .563 kips 1 UNIFORM LOAD OVER FULL SPAN: Dead Load ='25 psf Live. Load = 40 psf OCSpacng 1.333 ft .WOOD. BEAM - DESIGN CRITERIA • Allowable Bending,psi: Fb = 1150 . ,Allowable Shear, psi: .Fv = 75 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1 5. Live. Load: Deflection < L/ 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu _.0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff:span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 1.5 Bending stress: +M fb for +M -M fb for -M Shear . stress: p, z BEAM SIZE 1.5 x 9.25 Allowable bending stress: for +M: F'b for -M: F'b = = 1027 psi =.1.83 k -ft = 0 psi = 0 k -ft fv = 55 psi for 'V = .51 kips Dead Load Deflection .155 in Live Load Deflection = .247 in = L/ 630 D +L Load Deflection = .402 in = L/ 388 1150 1150 psi psi 1. .2. 3 4. 5. 6. '7: Job Name: DONDERO MOTEL Beam Mrk: J2 7.25 1.5 x 11.25 2X10 .585 kips 1 ;< Dead Load = 25 psf Live Load = 40 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA AllowableBending,psi: Fb Allowable Shear, psi: Fv Mod of Elasticity, psi: E Duration of load factor Live Load: Deflection < L D +L Load: Deflection < L Unbraced top edge in region of +M (ft): Lu 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le/lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = :685 > Span(ft)= 18 Both .ends pinned SUMMARY OF. BEAM LOADS UNIFORM LOAD OVER FULL SPAN: _ 1450 = 95 = 1700000 = 1 / 360 / 240 = 0 kips Bending stress: +M fb for +M -M fb for -M Shear stress: 5 of 2X/2 = 3/. 6 , 0 /13 a5 of 2x/0= //.3 3 � 6 fdr a tO 02/• 39 --..z/1.114 psi F repe -e true r l :7)Si dverV o f = 117 0/8 0 overs'fress Di< the 2x to BEAM SIZE : 1.5 x 11.25 = 998 psi =.2.63 k -ft = 0 psi = 0 k -ft fv = 47 psi for V = .53 kips Dead Load Deflection = .195 in Live Load Deflection = .312 in L/ 691 D +L Load Deflection = .507 in = L/ 425 Allowable bending stress: for +M: F'b = 1450 psi for -M: F'b ='1450 psi '< i 0 ft > DONDERO MOTEL UNIFORM LOAD: Dead Load = 25 psf Live Load = 40 psf OC spac'g = 1 ft 1.5x 9.25 1. Allowable Fb 2. Allowable Shear, psi:. Fv 3.. Mod of Elasticity, psi: E 4. Duration of load factor 5. Live Load: Deflection < L 6. D +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu 8..Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /1u= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = k WOOD BEAM'. - DESIGN CRITERIA BM -J3 Beam Mark J3 = 1450 = 95 = 1700000 1 / 360 / 240 = 0 0 1.92 .03 1.5 8.5 ft .89 k >; Bending stress: +M fb for +M -M fb for -M Shear stress: UNIFORM LOAD: Dead Load = 25 psf Live Load = 100 psf OC spac'g = 1 ft 4 It • '<. fv for V Dead Load Deflection Live Load Deflection D +L Load Deflection Allowable stress: BEAM SIZE : 1.5 x 9.25 bending for +M: F'b for -M: F'b CANTILEVER DEFLECTIONS RGHT CANT: DL Defl = .005 in RGHT CANT: LL Deft = .084 in RGHT CANT: D +L Dell = .09 in P,30 = 108 psi = .19 k -ft =-562 psi = -1 k -ft = 44 psi .4 kips = .008 in = -.009 in = L/ -10997 = -.001 in = L/- 91169 = 1450 psi = 1450 psi 413 rrrrrrr rrr .16 Pr SHEAR (kips) MOMENT (k -ft) DONDERO MOTEL DONDERO MOTEL ,WOOD. BEAM. DESIGN CRITERIA UNIFORM LOAD: 1. Allowable,Bending,psi: Fb 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi:'E 4. Duration of load factor 5. Live Load: Deflection < L 6. +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /1u= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 1.5 Dead Load = 25 psf Live Load = 40 psf OC spac'g =.1 ft .18.k 1250 = 95 = 1700000 = 1 / 240 / 180 BM -J4 8.5 ft Beam Mark J4 1.5x 9.26 Shear Allowable stress: UNIFORM LOAD: Dead Load = 26 psf Live Load = 100 psf OC spac'g = 1 ft CONCENTRATED LOADS: P - 1 DL = .22 kips LL = .313 kips X = 2 ft 1.24 k. >;< Bending stress +M fb •for +M •-M "fb "for -M stress: fv for V Dead Load Deflection Live Load Deflection D +L Load Deflection 6 ft bending for +M: F'b for -M: F'b P3Z .42 k BEAM SIZE : 1.5 x .9.25 = 388 psi = 69 k -ft = -461 psi =- .82.Ik -ft 83 psi _ .77 kips = .004 in = .003 in = L/ 36518 = in = L/ = 1250 psi 1250 psi ,SHEAR (kips) 1. Go to DESIGN 2. REVISE input 3. PRINT Diagrm 4. RE- EXECUTE ENTER #1-2 : ! WOOD. BEAM - DONDERO MOTEL .22 k '< DESIGN CRITERIA UNIFORM LOAD: Dead Load = 25 psf Live Load = 40 psf OC spac'g = ft BM -J5 1.5x 9.25 11.ft Beam Mark J5 1. Allowable.Bending,psi: Fb = 1450 Bendin 2. Allowable Shear, psi: Fv = 96 3. Mod of Elasticity, psi E = 1700000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7 Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 1.5 Shear Dead Live D +L Allowable .stress: UNIFORM LOAD: Dead Load = 26 psf Live Load = 100 psf OC spac'g = 1 ft i< stress: 5 f t Y BEAM SIZE : 1.5:x 9.26 stress: +M fb'= 200 psi for +M = .36 k -ft -M fb =-878 psi for -M = -1.57 k -ft fv = 57 psi for V = .63. kips Load Deflection = .026 in Load Deflection -.019 in = L/-6958 Load Deflection = .006 in = L/ 23298 .CANTILEVER DEFLECTIONS bending for +M: F'b = 1450 psi for -M: F'b = 1450 psi RGHT CANT: DL Defl = .008 in RGHT CANT: LL Defl = .202 in RGHT CANT: D +L Defl = .21 in shear moment • Job Name: DONDERO MOTEL Beam Mrk: J6 .504 kips I< 1.5 x 9.25 Span(ft)= 15.5 Both ends pinned SUMMARY OF BEAM.LOADS .504 kips , > UNIFORM LOAD OVER FULL SPAN: WOOD. BEAM DESIGN CRITERIA 1. Allowable Bending,psi:•;Fb = 1150 2. Allowable Shear, psi: Fv = 76 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M '(ft): . Lu .= 0 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span lgth ratio: le /1u =.1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 1.5 BEAM. SIZE .1.5 x'9.25 Dead Load= 25 psf Live Load = 40 psf OC Spacng = 1 ft Bending stress,:' +M . fb' = for +M .= for -M Shear stress: Dead Load Live Load D +L Load Deflection 1095 .psi 1.95 k -ft 0 `.psi 0: k -ft fv = 6 psi for V = .48 kips Deflection .234 in Deflection = .376 in = L/ 495 = .609 in L/. 305 = 1150 psi = 1150 psi Job Name: DONDERO MOTEL Beam Mrk: F1 2.01 kips '< 4.5 x 9.5 > Span(ft) =: 12 Both ends pinned SUMMARY OF BEAM LOADS Dead Load = 138 psf Live Load = 197 psf 00 Spacng = 1 ft WOOD BEAM. .DESIGN CRITERIA 1. Allowable.Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of 'Elasticity, psi : 'E _ 4. Duration of load factor 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7 Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff.span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = 2.01 kips.. UNIFORM LOAD OVER FULL SPAN: 1150 75 1400000 1 360. 240 0 0 1.92 .03 4.5 P 37 BEAM SIZE 4.5 Bending. stress: +M fb = 1069 psi for +M ' =.. 6.03 ' k-ft -M fb =:0 psi for -M = 0 k -ft Shear stress:: Dead Load Deflection Live Load Deflection D +L Load Deflection fv = 63 psi for V = 1.81 kips Allowable bending stress: for.. +M: F'b for -M: F'b = .143 in .204 in L/ 705 .347 in L/ 414 1150. psi 1150 psi Job Name: DONDERO MOTEL Beam Mrk: F1 2.178 kips '< 5. x 9.5 Span(ft)= 13 Both ends pinned SUMMARY OF BEAM LOADS 1. Allowable Bending,psi: Fb = 2.. Allowable Shear, psi :. Fv = 3. Mod of Elasticity, psi: E ._ 4. Duration of load factor = 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio:. le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = BEAM SIZE : 5.5 x 9.5 UNIFORM LOAD OVER FULL SPAN: Dead Load = 138 psf Live Load = 197 psf OC Spacng = 1 ft WOOD BEAM, - DESIGN CRITERIA 1300 85. 1600000. 1 360. . 240 • 0 0 1.92. . 03 6.5 Bending stress: +M fb for +M -M fb for -M Allowable bending stress: for +M: for -M: 3g = 1027 psi. 7.08 k -ft 0, psi k -ft: Shear stress: fv = 56 psi for V.= 1.96 kips Dead Load. Deflection = .141 in Live Load Deflection = .201 , in = L/ 774 D +L Load Deflection = .342 in L/ 455 = 1300 psi = 1300 psi Job Name: DONDERO MOTEL Beam Mrk: F1 3.125 x 9 2.178 kips '< Span(ft)= 13 Both ends pinned SUMMARY OF BEAM LOADS 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi: E = 4. Duration of load factor 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%)/100= 11. Exact Beam WIDTH (in): b = UNIFORM LOAD OVER FULL SPAN: Dead Load = 138 psf Live Load = 197 psf OC Spacng = 1 ft GLU -LAM BEAM - .DESIGN CRITERIA 0 . 0 1.92 • .03 3.125 2.178 kips 1 > 2400 ' Bendin 165 1800000 1 360 240 Shear stress: BEAM SIZE' 3.125 x 9 stress: +M fb for +M -M fb for -M fv for V P. 39 2013 psi 7.08 k -ft 0 psi 0 k -ft = 105 psi = 1.96 kips Dead Load Deflection = .26 in Live Load Deflection = .37 in = L/ 421 D +L Load Deflection = .63 in = L/ 247 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi 2.18 SHEAR !!!!! (kips) !!! [ - 2.18 7.08 1 !!!f!C!!!f!!t!! !!!!!!!!!!!C!!!!! MOMENT (k -ft) .MEMBER SELECTION MENU 1. Proceed to WOOD BEAM.Desigy p,4b Job Name: DONDERO MOTEL Beam Mrk: F2 8.75 x 9 1. Allowable Bending,psi: Fb 2. Allowable Shear, psi: Fv = 3. Mod of. Elasticity, psi: E = 4. Duration of load factor 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b 3.015 kips 3.015 kips 1 1 i< >I Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 138 psf Live Load = 197 psf OC Spacng = 1 ft P4/ .GLU- LAM ,BEAM DESIGN CRITERIA 'BEAM SIZE : 8.75.x.9 2400 165 1800000 1 360 240 0 0 1.92 . 8.75 Bending stress: +M fb for +M -M fb for -M = 1378 'psi 13.57 k -ft 0 psi = 0 .: k-ft Shear stress: fv = 55 psi for V = 2.86 kips Dead Load Deflection = .341 in Live Load Deflection = .486 in = L/ 444 D +L Load Deflection =..827 in = L/ 261 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name:.DONDERO MOTEL Beam Mrk: F2 11 x 9.5 (2) - !� x / A A 3.015 kips 3.015 kips 1 1 1 1 l< >1 Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 138 psf Live Load = 197 psf OC Spacng = 1 ft . WOOD BEAM - DESIGN CRITERIA. 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of. Elasticity, psi: E = 4. Duration of load factor 5. Live Load: .Deflection `< L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu =.0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11, Exact Beam WIDTH (in): b = 11 1300 85 1600000 1 360 240 • BEAM SIZE : 11 x 9.5 . Bending stress: +M fb = for +M.= M fb= for -M = Shear stress: 984 psi 13.57 k-ft 0 psi 0 k -ft fv 41 psi for V = 2.86 kips Dead Load Deflection =..259 in Live Load Deflection .37 in = L/ 583 D +L Load Deflection = .629 in = L/ 343 Allowable bending stress: for +M: F'b = 1300 psi for -M: F'b = 1300 psi Job Name: DONDERO MOTEL Beam Mrk: F2 10.25 x 9 (2) -5% x I 3.015 kips 3.015 kips 1 1 1 1 Span(ft)= 18 .Both.ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 138 psf Live Load = 197 psf OC Spacng = 1 ft GLU - LAM BEAM - DESIGN .CRITERIA 1. .Allowable Bending,psi: Fb.= 2400 Bending 2. Allowable Shear, psi: Fv = 165 3. Mod of Elasticity, psi: E`= 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L 1.240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge Dead in region of -M (ft): Lu = 0 Live 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 10.25 Shear stress: D +L Load Allowable stress: .BEAM SIZE 10.25.x 9 stress: +M fb for +M -M fb for -M fv for V Load Deflection Load Deflection Deflection bending for +M: F'b for -M: F'b P = 1177 psi = 13.57 k -ft = 0 psi 0 k -ft = 47 psi = 2.86 kips = .291 in = .415 in L/ 520 = .706 in • L/ 305 • 2400 psi = 2400 psi 13.57 Job: DONDERO MOTEL Beam: F2 MOMENT UNIFORM LOAD: Dead Load = 229 psf Live Load = 471 psf OC spac'g = 1 ft 4.5 ft A< >1 1 1 DONDERO MOTEL GLU -LAM BEAM — DESIGN CRITERIA UNIFORM LOAD: 1. Allowable Bending,psi: Fb 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi: E 4. Duration of load factor 5, Live Load: Deflection < L 6, D +L Load: Deflection < L 7, Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 8.75 Dead Load = 229 psf Live Load = 471 psf OC spac'g = 1 ft CONCENTRATED LOADS: P - 1 DL LL X = .32 kips _ .8 kips = 5 ft P - 2 DL = .32 kips LL = .8 kips X = 18 ft 12.32 k '< BM -F3 Beam Mark F3 = 2400 = 165 = 1800000 = 1.16 / 300 / 200 8.75x 13.6 23 ft Shear stress: UNIFORM LOAD: Dead Load = 229 psf Live Load = 471 psf OC spac'g = 1 ft 4.5 ft < > 12.32 k > Bending stress: +M fb for +M -M fb for -M fv for V Dead Load Deflection = .417 in Live Load Deflection = .882. in = L/ 312 D +L Load Deflection = 1.299 in =. L/ 212 Allowable bending stress: for +M: F'b = 2724 psi for -M: F'b = 2724 psi CANTILEVER DEFLECTIONS BEAM SIZE : 8.75 x 13.5 Is = 2022 psi = 44.78 k -ft = -321 psi = -7.1 k -ft = 106 psi = 8.38 kips • f3 LEFT CANT: DL Deft = -.244 in LEFT CANT: LL Defy = -.516 in LEFT CANT: D +L Defl = -.76 in RGHT CANT: DL Deft = -.244. in RGHT CANT: LL Deft = -.616 in RGHT CANT: D +L Defl" = -.76 in PA0 SHEAR (kips) MOMENT (k -ft) 1. Go. to DESIG }N 2. REVISE input 3. PRINT Diagrm 4. RE- EXECUTE ENTER #1 -3: [ Job Name: DONDERO MOTEL Beam Mrk: F4 2.79 kips 1 < 5.125 x Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 190 psf Live Load = 275 psf OC Spacng = 1 ft GLU- LAM'BEAM - DESIGN CRITERIA 1.•Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv =,165 3, Mod of Elasticity, psi: E _ 1800000 4 Duration of. load factor = 1.15 5. Live Load: Deflection < L / 360 6.D +L .Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff lgth ratio: le /lu= 1.92 10. Allowed'overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 2.79 kips 1 > Bending stress: +14 for -M for Shear stress: Dead Load Deflection = Live Load Deflection = D +L Load Deflection = Allowable stress: BEAM SIZE -: 5.125 x 9 fb = +M = f b _ -M = fv = for V = bending for +M: F = for -M: F _ P 1452 psi 8.37 k -ft 0 psi 0 k -ft 82 psi 2.61 kips .158 in . 229 in L/ 628 . 387 in L/ 371 2760 psi 2760 psi Job Name: DONDERO.MOTEL Beam Mrk: FH1 2.159 kips 1 :< 5.5 x 7.5 Span(ft)= 5.33 Both ends pinned SUMMARY OF BEAM. LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 240. psf Live Load.= 570 psf OC Spacng = 1 ft. WOOD BEAM - DESIGN CRITERIA 1. . Allowable ' Bending,psi: Fb = 2. Allowable Shear, psi: Fv. = 3. Mod of Elasticity, psi: E 4. Duration of load factor = 5.. Live Load: Deflection '< L / 6.'D +L Load: Deflection < L / 7.'Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:( %)/100= 11..Exact Beam WIDTH (in): b = ? 1 i 1050 70 1300000 1 360 240 0 0 1.92 .01 5.5 2.159 kips 1 1 Bending stress: +M fb for +M -M fb for -M Shear stress: fv for V P49 BEAM SIZE : 5.5 x 7.5 =.669 psi = 2.88 k -ft 0 psi 0 k -ft = 63. psi = 1.73 kips Load Deflection = .017 in Load Deflection = .041 in = L/ 1553 D +L Load Deflection = .059 in = L/ 1093 Allowable . bending for +M: F'b = 1050 psi for .- M:.F'b =.1050' psi Dead Live stress: Job Name: DONDERO MOTEL Beam Mrk: FH1 2.159 kips � 5.5 x 7.5 Span(ft) 5.33 Both ends pinned SUMMARY OF BEAM LOADS WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi: E 4. Duration of load factor 5. Live Load: Deflection < L 6. D +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft); Lu = 0 9. Eff span lgth. ratio: .le /lu= 1.92 10. Allowed overstress:(%) /100= .01 11. Exact Beam WIDTH (in) b = 5.5 • • 1300 85 1600000. 1 . 360 240 2.159 kips > UNIFORM LOAD OVER FULL SPAN: Dead Load = 240 psf Live Load = 570 psf OC Spacng = 1 ft Bending stress: +M fb for +M - fb for -M :Shear stress:: BEAM SIZE :fir for V Dead Load Deflection Live Load Deflection :D +L. Load Deflection Allowable stress: bending for +M: F'b for -M: F'b 5.5 x 7.5 = 669 psi 2.88 k -ft 0 psi 0. k -ft = 63 psi 1.73 kips = .014 in = .033 in • = L/ 1911 .048 in L/ 1345. = 1300 psi 1300 psi Job Name: DONDERO MOTEL Beam Mrk: FH2 2.561 kips 1 1 5.5 x 9.5 Span(ft) 5.33 'Both ends pinned SUMMARY OF BEAM .LOADS WOOD BEAM. - DESIGN CRITERIA 1. Allowable .Bending,psi: 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi: E 4. Duration of load factor 5. Live Load: Deflection < L 6. D +L Load: Deflection <.L 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft) : Lu = 9. Eff span lgth ratio: le/lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = 1050 70' 1300000 1 360 240 0. 0 1.92 .03 5.5, 2.561 >; kips UNIFORM LOAD OVER FULL SPAN: Dead Load = 191 psf Live Load = 770 psf OC Spacng = 1 ft Bending stress: . +M fb for +M -M fb for -M Shear stress: fv for V Dead Load Deflection = Live Load Deflection = D +L Load Deflection = Allowable bending stress: for +M: F'b fora -M: F'b BEAM SIZE 5.5 x 9.5 495 psi = 3.41 k -ft 0, psi = 0. k -ft . . = 55 psi = 1.92 kips Fs1 .007 in .027 in L/ 2336 .034 in L/ , 1872 = 1050 psi = 1050 psi Job Name: DONDERO MOTEL Beam Mrk: FH2 2.561 kips 1 1 :< 5.5 x 7.5 Span(ft)= 5.33 Both ends pinned Dead Load = 191 psf Live Load = 770 psf OC Spacng = 1•ft WOOD BEAM DESIGN. CRITERIA 1. Allowable Bending,psi: Fb.= 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi: E 4. Duration of load factor = 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8. Unbraced bottom edge in region of -M (ft): Lu 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: 1300 85 1600000 1 360 240 .. 0 0 1.92 .03 5.5 2.561 kips > 'Bending.atress: +Mfb for +M for -M Shear stress: BEAM SIZE 5 .5 x 7.5 fv for V Dead Load Deflection Live Load Deflection D+L Load Deflection Allowable bending stress: for +M: F'b for -M: F'b 794 psi 3.41 k -ft = 0 psi • 0 k-ft = 76 psi = 2.05 kips _ .011 in • .045 in L/ 1415 _ .056 in L/ 1133 = 1300 psi = 1300. 'psi Job Name: DONDERO MOTEL Beam Mrk: FH3 1.316 kips t 4.5 x 5.5 Span(ft)= 3.25 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 240 psf Live Load = 570 psf OC Spacng = 1 ft WOOD BEAM DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1150 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le/lu = 1.92 10. Allowed overstress: /100= .03 11. Exact Beam WIDTH (in): b = 4.5 1.316 kips 1 Bending stress: +M fb = .psi for +M = 1.07 .k -ft -M fb = 0 psi for -M = 0 k -ft fv = 60 psi for V = .99 kips Shear stress: Dead Load Deflection = .007 in Live Load Deflection = .016 in = L/ 238 D +L Load Deflection = .023 in = L/ 1675 Allowable stress: PS3 BEAM SIZE : 4.5 x 5.5 bending for +M: F'b = 1150 psi for -M: F'b = 1150 psi Job Name: DONDERO MOTEL Beam Mrk: FH4 4.86 kips 1 i< 5.125 x 10.5 Span(ft) 12 Both.ends pinned SUMMARY OF BEAM LOADS 4.86 kips > GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb.= 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi: E _ 4. Duration of load factor - 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 8..Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed over.stress:(%) /100= 11. Exact Beam WIDTH (in): b = UNIFORM LOAD OVER FULL SPAN: Dead Load = 240 psf Live Load = 570 psf OC Spacng = 1 ft 2400 165 1800000 1 360 240 0 0 1.92 .03 5.125 Bending stress: +M fb = 1858 psi for +M = 14.58 k-ft -M fb = 0 psi for -M = 0: k -ft Shear stress: .Dead Load Live Load D +L Load Allowable stress: Rsq BEAM SIZE: 5 x.10.5 fv = 122 psi for V = 4.37 kips Deflection .126 in Deflection .299 in = L/ 481 Deflection ,_ .425 in = L/ 339 bending for +M F'b = 2400 psi for -M: F'b = 2400 psi 4.16 kips Job Name: DONDERO MOTEL Beam Mrk: FH5 6.5 x 11.5 Span(ft) = 8 WOOD BEAM. - DESIGN CRITERIA 4.16 kips 1 >1 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM. LOAD OVER FULL SPAN: Dead Load = 400 psf • •Live Load = 640 paf " OC Spacng = 1 ft • 1. Allowable Bending,psi: Fb = 1300 2. Allowable Shear, psi: Fv = 85 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1 6. Live Load: Deflection < L / 360 6. D +L. Load: Deflection < L /.240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio:.le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.5 Bending stress: +M fb for +M -M fb for -M Shear stress: BEAM SIZE : 5.5 x. 11.5 fv for V = 824 psi =8.32 k -ft = 0 psi 0 k -ft = 79 psi = 3.33 kips Dead Load Deflection = .033 in Live Load Deflection = .063 in = L/ 1815 D +L Load Deflection = .086 in = L/ 1117 Allowable bending stress: for +M: F = 1300 psi for. -M: F'b = 1300 psi Job Name: DONDERO MOTEL Beam Mrk: FH5 6.11 kips '< 5.125 x 12 • Span(ft) = 13 Both ends pinned SUMMARY OF BEAM LOADS GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2. Allowable Shear, psi: Fv = 3. Mod of Elasticity, psi : . E 4. Duration of load factor = 5. Live Load: Deflection < L / 6. D +L Load: Deflection < L / 7. Unbraced top edge . in region of +M (ft): Lu 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b = UNIFORM LOAD OVER FULL SPAN: Dead Load = 420 psf Live Load = 520.psf OC Spacng = 1 ft 2400 165 1800000 1 .. 360 240 0 6.11 kips 1 > Bending stress: +M fb for +M -M fb for -M Shear stress: fv for V Dead Load Deflection - .203 in 0 Live Load Deflection _ .252 in 1.92 = L/ 620 .03 D +L Load. Deflection = .455 in 5.125 = L/ 343 Allowable, bending stress: for +M: F'b for . -M: F'b BEAM SIZE 4 5.125 x 12 1 psi = 1 k -ft 0 psi = 0 k -ft =.127 psi = 5.19 kips = 2400 psi 2400 psi Job Name: DONDERO MOTEL Beam Mrk: FH5 6.11 kips '< 6.76 x 10.5 Span(ft)= 13 GLU -LAM BEAM.•- DESIGN CRITERIA > ; Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 420 psf Live Load = 520 psf OC Spacng . 1 ft 1. Allowable Bending,psi: Fb = 2400 2. Allowable, Shear, psi: Fv = 166 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6.D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 9. Eff span lgth ratio: le /lu= 10. Allowed overstress:(%) /100= 11. Exact Beam WIDTH (in): b _ 6.11 kips Bending. stress: +M fb for -M fb for -M Shear stress: Allowable stress: BEAM SIZE : 6.75 x 10.5 fv for V Dead Load Deflection = .23 in 0 Live Load Deflection .285 in 1.92 = L/ 547 .03 D +L Load Deflection = .515 in 6.75 = L/ 302 bending for +M: F'b for -M: F'b P57 = 1921 psi = 19.86 k -ft = 0 psi = 0 k -ft = 116 psi = 5.5 kips = 2400 psi 2400 psi stair stringers loads balcony rail lateral load moment penetration 8. Job Name: DONDERO MOTEL Beam Mrk: S1 3.5 x 7.25 .864 kips .864 kips l< Span(ft)= 13.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 28 psf Live Load = 100 psf OC Spacng = 1 ft WOOD BEAM DESIGN CRITERIA 1. Allowable Bending psi: Fb 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi: E 4. Duration of load factor 5. Live Load: Deflection < L 6. D +L Load: Deflection < L 7. Unbraced top edge in region of +M (ft): Lu = 0 Unbraced bottom edge . in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 3.5 = 1260 = 95 = 1700000 = 1 / 240 / 180 Shear stress: Dead Load Live Load D +L Load Bending stress: +M fb for -M fb for -M BEAM SIZE : 3.6 x 7,25 1141 psi 2.92 k -ft 0 psi 0 k -ft fv = 49 psi for V = .82 kips Deflection = .111 in Deflection = .396 in = L/ 409 Deflection = .506, in = L/ 319 Allowable bending stress: for +M: F'b = 1250 psi for -M: F' b . = 1250 psi wind criteria seismic dead loads north elevation section a section c elevation section b section d elevation section a transverse wind roof level longitudinal wind longitudinal seismic wind controls roof diaphragm transverse shear longitudinal shear torsional shear second story shear walls overturning section a second story shear walls overturning shear wallls second floor level transverse wind longitudinal wind transverse seismic longitudinal seismic wind controls floor diaphragm unit shear main story shear walls unit shear overturning no holdowns overturning shear walls net uplift overturning main story shear walls overturning west wall unit shear section b transverse wind roof level roof diaphragm torsional shear shear walls transverse wgwb overturning wallboard nails transverse wind longitudinal seismic floor diaphragm shear walls overturning section c section d section d transverse wind roof level longitudinal wind longitudinal seismic wind controls roof diaphragm longitudinal shear shear walls exterior wall overturning shear walls transverse unit shear overturning net uplift shear walls overturning transverse wind longitudinal wind transverse seismic longitudinal seismic floor diaphragm shear walls overturning overturning shear walls • EMERSON R. DENNEY, PE Consulting Engineer PROJECT 2?0ic./1)E2C) ..V4 - 2 /U/oz /�awr Seery c5 ear^ Gulls Norr4 fic.CoutA . 4eay' evol /s -- aaild side L.= it?' 4117 *, 61iea'r x/276 // !9 19 5 63 /01 afe GAx r" 1) or o$e 91 n a /s e c, or Date / /2.qq/ Page of ,0a1-7e/ edges > /2''o, c. rn e/d //erZta. e #6%.1 oT 4 ( <!9) 24 /Ve ZAZ L/se _ ‘..5-7 -a . EMERSON R. DENNEY, PE Consulting Engineer PROJECT 2:242Nt> 2c - L.47i 1 4'' a)/;',. ay) vri ✓e -- Mrc.G eaoveP' ,9e. .0444.6y. = Z3. (/(0:5(2 *. 2 0[1l.56f: .0 V-1 /6: 'l2) = 31074* Lisa 4 sege/ ea6e eo %thins -- 2 eac- $We .georicrefr evtIedst Gatera /'-rce f lap' column, – 3 7 =9.20 C nz`i'l✓ever /V10n4ent = X1'20(/5: s) / Ztoo 46/ fe r 46 ksc° Made, .S = ✓ 2 6 o /z 2¢ � � ,g�G) !. 33 77y 73" x s Page Date e4?)0/ Goad beflechc:ry) 4 P1 920 36" 3 � - 3 e z 3 Z9, 004 az /4;240 02). z /0 /85p$e b/C /10.8 Check Tear rev/ 4 Loads 1/ ear)41;4 e / Load;)? /7 4144 = 44 875 A = 1o.4" 2 r 2.2/ 1./D /lb`: 5)� /z) 2 / 17�. 7 _ 4583 .> 1. o0 e C //1.lo //. f = Z7e t 29/O /2 'x ff) = I/78'o $z 44s X09 psz al< 10. 2S q/ EMERSON R. DENNEY PE Consulting Engineer PROJECT . -0 Ji>E/26 - 442 /WO Lee( G',iec/ ro - y1,6/)7ed viiresses )7 .1.* -4 7"a =-.z/649 A Si 6 = /a. ie &/g = b:6? I sZ 4 ' 78' 4sL' 4 1 6(0. to14.3D.Ylo As/ gz e .061 7 i- a e6 � l:71? /�.:. 7(p* 1 (lt0* 35 7Ca a 3. 13 O« 30/ ,/Cst /4. _ p, 30 / , f.. ®. S6'0D /— 30.30 L/se Ts lx6xlz l=y= �`hs •• ,!v .!•....e.r *NMMMy.bS$O.C...... • !... Page _RS of Date / /2.6 O.256 < 7r3d� 3'. a ck 0.367 OK • EMERSON R. DENNEY, PE Consulting Engineer PROJECT 2:?0ic/l.>ER0 ,V4 - L/ /2 / '1 /Wa t fin♦ .•••h•• /■■•MMW'•PMW I.V0t•IP •. Page _„___of Date / /2.619/ C& m„ . rn6edme �t Ty 2 ° -d dice. x e, 4 7C'ateyo, - .50,7 p r 1/X -8g 7P. 27-8 en .S 6 D /204 4 3 f_/.se 4,6 st`rarit / p& 14-la 411 , t =2. Emerson R. Denney PE Consulting Engineer 2 406 4I 150 :30009 191 s1 S.E. Auburn, WA 90002 (206) 939 -1373 Erniedded Potes ``I Cdrereto E:1ccsek ;iepte Re Fererl ce : 1/L6-85' Sete. 296 7. . 5 4 / e 29 -13 F aZ'Iroee 4- L o e. r i h `1 4 (loe..i les 13AS1 c LAT: t3. ASSUME() N PSF 200 100 mor. EoR PIER psi 6A51 @ SURF SAS i c W, 'reft• c SURF. t3Asic e SLIM PASic 3 ' L I L 1 44000 (000 1200 450 goo 3 00 (0o ALLOWAbLE. LB? FD'R Dinett_tiJS1oNS 5HOW1`1 -psi 8'' 4' lloco ico D O 11000 2 00 Iiw 40 0 800 5 ' 2t00 1200 4-000 240D 1000 2000 750 1600 500 lc o 24 �' 'pi It ( (200 450 900 300 (D 00 rage �? of PROJECT , c/er, 34 Lip, / e-A/la tom-/ FOR P . /-{, Alre 1) 1 AMEreR. 4 , 1(x00 ZA $00 I42(X) (c00 11 400 i"500 5' 2O(Co 4C0 1000 2000 750 1500 500 1 000 Dale: / 26 7 9'00 (000 1000 • Emerson R. Denney PE Consulting Engineer 38809 191st S.E. Auburn,WA 98002 (206) 939 -1373 A5,ss = web ? . /2" de/9/4. /1$ same 24o v . . c` o d Then ,4$5p 4400 / ,b s(' je i f e9 = 6 2.8'3 k A rea Raird 2830 - /.4 st c2oao /, 3 / yr- C� acIC G�,rrfr e� ei gs .Z" _ (O.7)(2. F)C /7)(1, o) = 33.3 p toy. 00 )(2 )(4 , szs' /ifs' (.0,5 )(2,6 )(a.) = 27443* ,&/et I nit 7 � bre- 7 - f3-82G /4723 Ilse Soil done 74eory wJ /b, gad ' ,' = lip pc/' 01 ' 2 4 k= /off o .: ,*a r � r �4, x /14-3.epo LV.lo • 3 /d (4%.6) /6.4.0 = 7.67 ' Vo% off C'ohcreee xca/ /4 = 7(0, 0) )0¢ 18. 86' ' 0;/ =7i' 4111 r 2 a2• -tit) —I/o /. ) (00)x(7. _ ( /.00) 7)J ---1 Ce. � ; f Lt/. 3 of 7a't� P CIJt. =Cis. 2S�(/5d) + 040.3X /0 ) = /9z56# » /923.' F. 5. = (1929o) /(l'il3) = /0 - Ll s e 1 0/4. . x par r Pa e8 of PROJECT: FOR: Date: //267F/ EMERSON R. DENNEY, PE Consulting Engineer PROJECT _1)0,7c /ero 34- L/i71 • &'fit!10 t e-1 P'(es `7 Concrete Ervccse*:4e.i.L` Re /ren ce•: USG-8.5 .5e 6e. 2907 7, 29 -e Fool;`taote 3 , ' Beari:19 4 /iowaZles OAS: c A BP ASSUMED 4 5 2A � hs ps� Ico F.OR PIER FAcrim, 1.66 ASAP ' 3000 AREA 1:77 sf P 5310 " 1~Aetag A$ ESP 2250 AREA 1 . 7 7 . ' „8o PAGTOR 1.40 AS131* 1400 AREA 1.77 sr P 248o � L.iLOW A l3LE. '5' Fog UIMEIJSIONS 5H©W 1 -p r t 1 i TE'R OIZ MuuJ pIMEiLI51014 (64 oK gjcr: I S n 4' 1.70 3 400 1.17sc (0020 1.70 25'50 1.77 sr 4510 6' 11.90 38A0 1.77 6730 1.90 2850 1.77sF 5040 1.'53 Obo 2.18sf 6670 1.63 22.95 6000 20# EP rt-1 4 1.73 31 2.18 se 7540 1.73 2910 2.18 sr 5466 5� l.R3 g'Oo 2.18 sf 8410 1.93 2895 2. 18 of 42310 Page, S of Date / 26 9/ a` 1.60 5200 3.1'/ s f 10,050 1.4)0 200 04 sr 7540 1.60 140 1.40 140 LBO 1.40 1600 1800 1400 1606 1600 1 406 1.77 sr 1.77 sf 2.18 s1 2.18 sf 2.18tf 3.1' 2130 3110 X 050 3/190 3920 / 1/400 1.80 (�ID 3.11 :F 11, 3Gt0 1,80 5700 3.'i{af ;04.80 2'. !3, 3 300 .1464 1 1.60 2. 1600 20000 3.1I¢sf '3.14 50W 6,2 g'0 EMERSON R. DENNEY, PE Consulting Engineer PROJECT 2 OA/t>E2o ,V 4 - /Ufoee( /4 BP = 20e) o �f In terl,7" h! al( PL 36 . (z)7- 2(,2 y /7)-f- � r"(/2) = /268 M. Ghd# 4.dsed o- ,4 -S,BP = /Z A64.1 = 7. 5" ae: Llse /2 "a.', e x 8" V7, lc 4 Pere ez`er 06,-p yS P 36 f 656'7.5) /304.# Llse rn'h. /5''''a/(We sc 8 � AV. 2-' Bell e. r s L rrfr -fl rK nzte,,- end See pages 8( ihr�u 8 loner end p= .5;!04. Area rax'd ^ 5: 6 , 2 ?3 G+ v e rtACt Else /'- � mss, �. x lb" rn, ti. d � �. Patio at o 94 of Date / /E// MARK SHTG THICK- NESS 1 ONE APPLY TO BLKG REQ'D 7 NAIL SIZE STAPLE SIZE* SPCA ** (IN.) APPLICABLE NOTES (ATTACHED) FACE BOTH FACES w or gwb N A A P`E g e n down bolls 0 5 8 ✓ YES 1Od — ( — N 7 ,:' ; .., B 5 8' V / Cvd -- 4 -- N20 N9 ^' • 5 `�r ✓ Coc1 --- . 4 — N20 N9 5 8 ✓ 1 nd — ea -- N7A ,,' ,.. - V ' 10C-1 --- 4 — A/78 ^' N/6 g . ✓ 3d 14�ax l& lta i — 4 + 4 6 4 4 — N¢ , V4 N7A AJIl ^4 Al /6 A,I1lo Y8' t/ . ' . d s 0 ✓ I D d red R. • ✓. lOd l4aax tY4 , do AIM ^' N/6 rr Vt ✓ ✓ 6 c — 4- — A/20 N9 ' 5 /d'' dd 8d — 4e — 'N20 N9 " ✓' 141ax I, i4&. 4- 4- 4 4 NS A/.8 Al II AM N15 N/5 I l P29 :di A ✓ ad ✓ IUd .-- — N7A ' We ✓ _ loci --� 4- A178 5l ' ✓ Bd — — A/21 N9 „... 5 ✓ ed — _//7 9/ N2/ NO , ' cc A 1Od — 4 — A/78 , N I I Al /1 . ✓ 1 loci -- 4 — N7 N/2 N/4 YES (Od --- 1- --: Nlb' N /3 N /5 1 . 1 > � i I • • *ALTERNATE FASTENER SHEAR WALL SCHEDULE * *AT PANEL EDGES FOR PW & OSB. AT ALL STUDS, TOP & BOTTOM PLATES & BLKG. FOR QWB. NAILS FOR GWB SHALL BE COOLER OR WALLBOARD NAILS. PROJECT P4x/AERO 'MOTEL P. 9/ LATERAL FORCE RESISTANCE NOTES WIND VELOCITY 6'0 MPH EXPOSURE 13 PROJECT 1)0A/POR40 3 um / r MO TLL NOTE: ONLY CHECKED NOTES APPLY. SEE PLANS FOR NOTE APPLICABILITY. N1) ROOF DIAPHRAGM: USE SPACED SHEATHING W/ TO EACH SUPPORT. N2) ROOF DIAPHRAGM: USE l2 CDX PW OR 110 OSB, // BLOCKED UNBLOCKED 1/' , W/ 84 NAILS • 5 O.C. OR I- GA. X I%2 / STAPLES 0 e1/ 0.C. AT PANEL EDGES & 12' 0.0. IN FIELD. N3) EXTERIOR SHEAR WALLS: EXCEPT AS OTHERWISE NOTED, EXTERIOR SHEAR WALLS SHALL BE SHEATHED W/ CDX PW OR 0813,•ONE FACE BOTH FACES , WITH UNSUPPORTED EDGES BLOCKED, W/ NAILS O 0.C. OR GA. X STAPLES 0 0.0. O PANEL EDGES & 0.C. IN FIELD. ✓ N4) SHEAR WALL SHALL BE SHEATHED W/ 76 CDX PW . oR2ALLosa, ONE FACE ✓ BOTH FACES BLOCKED, W/ &d NAILS * 'P' O.C..OR 14 .GA. X ... STAPLES 0 4 O.C. 0 PANEL EDGES & le' Q.C. IN .FIELD. • • N6) SHEAR WALL SHALL BE SHEATHED W/ A2 CDX PW OR 1 ,4 2 11 OSB, ONE FACE ✓ BOTH FACES ' , BLOC ED, W/ Sd NAILS • 4¢// .0.0. OR GA. X 1 ,STAPLES 0 4 O.C. 0 PANEL EDGES & « 0.C. IN FIELD. ✓ N6) SHEAR WALL SHALL BE SHEA HED W/ V'2. 11 _0DX PW OR VI" 08B, ONE FACE V / 1C) BOTH FACES BLOCKED, W NAILS 0 4- N O.C. OR GA. X ^- STAPLES 0 ^" O.C. 0 PANEL EDGES & 1221 O.C. IN FIELD. 1/ N7) SHEAR WALL SHALL BE SHEATHED W/ '8 CDX PW OR 0 ON? FACE 1/ BOTH FACES BLOCKED, W / d NAILS 0 4. 0.C. OR .■' GA. X s" STAPLES 0 ^- O.C. 0 PANEL EDGES & (2. IN FIELD. V N7A) SHEAR WALL TO BE SHEATHED W/' 5/8" T1 - PW OVER 1/2" W /,_f_QNAIL8 •; 60 0 PANEL EDGES & 12" 0.C. IN FIELD. • N7B) SHEAR WALL TO BE SHEATHED W/ 6/8" T1 -11.PW • OVER 1/2" W /,.(.l, 1 NAIL8 0 4"0.0. 0 PANEL EDGES & 12" 0.C. IN FIELD. P. 92 NS) GARAGE FRONT: USE LATERAL - RESTRAINT PANEL DETAIL(S) (ATTACHED) FOR 10 INCH MINIMUM OR 24 INCH MINIMUM WIDTH PANELS AS APPLICABLE. .0/N9) USE SIMPSON H02.4 HOEDOWN ABOVE AND BELOW F OR 0 EACH SIDE OF INDICATED SMEAR PANEL w/(2.)- Y& DIA. BOLTS TO DOUBLED ✓ TRIPLED. STUDS & (1) DIA. TMRU -FLOOR CONNECTION BOLT BETWEEN HOLDOWNS. V NlO) USE SIMPSON 1135,4 HOLDOWN ABOVE AND BELOW FLOOR 0 EACH SIDE OF INDICATED SHEAR PANEL W /(2)- V411 DIA. BOLTS TO DOUBLED V TRIPLED STUDS & (I)- 3 l$ �� DIA. TMRU -FLOOR CONNECTION BOLT BETWEEN HOLDOWNS. 1/N11) USE SIMPSON I-0)2A HOLUOWN AT EACH SIDE OF INDICATED SHEAR WALL PANEL W /(2)- s DIA. BOLTS TO DOUBLED 1 TRIPLED STUDS & ( i )- �''-'" " DIA. ANCHOR DOLT W/ 12 °, MINIMUM EMBEDMENT. V N12) USE SIMPSON 1 -IPSd4 HOLDOWN AT EACH SIDE OF INDICATED SHEAR WALL PANEL W /('Z) - _ DIA. BOLTS TO DOUBLED (/ TRIPLED STUDS & (1)- 1/4 ANCHOR BOLT W/ I4" MINIMUM EMBEDMENT. ✓ N13) USE SIMPSON NDIfA HOLDOWN AT EACH SIDE OF INDICATED SHEAR WALL PANEL W /(3 )- 8 tI DIA. 801 TO DOUBLED V TRIPLED STUDS & (1) -'�I /a " DIA. ANCHOR / BOLT W/ l'(" MINIMUM EMBEDMENT. V N14) PROVIDE ' DIA. ANCHOR BOLT W/ ta MINIMUM MBED- MENT 0 EACH SIDE OF INDICATED SHEAR PANEL AND / / DIA. ANCHOR BOLTS W/ 8 MINIMUM EMBEDMENT 0 2 -O MAXIMUM O.0 • ✓ N16) PROVIDE 5 L DIA. ANCHOR BOLT. W/_ I L MINIMUM MBED- MENT 0 EACH SIDE OF INDICATED SHEAR PANEL AND 13 DIA,. ANCHOR BOLTS W/ FS MINIMUM EMBEDMENT • 3 , MAXIMUM 0.C. V N10) PROVIDE s/S" DIA. ANCHOR BOLT W/ Btu MINIMUM MBED- MENT 0 EACH SIDE OF INDICATED SHEAR PANEL AND / DIA. ANCHOR BOLTS W/ 8 MINIMUM EMBEDMENT 04 4, MAXIMUM 0.C. . p. �� site plan project data russ hasse & associates EX 1ST' G APA1TM EN (10 tikrrs) 0 so. SIDE OF SITE PROJECT DATA OCCUPANCY GROUP: R-1 (34--ljNIT MOTEL) CONSTRUCTION GROUP: V 1-HR SITE AREA: 26,649 SQ.FT. LOT COVERAGE: (SQ:FT.) EitilLI5ING FOOTPRINT-- 5,010 18% LANDSCAPING- 5,899 9 22% PAVING/WALKS- 15,940 0 60% PROPOSED PARKING: GUESTS — ElviPLC)YE:E— MAtNIAGER — TOTAL REQUIRED SETBACKS = FRONT 26' SIDE = HEIGHT 35' 11 CQMPACT (8x1,6) 2 HANDICAP (9x20) 22 STANDARD (8.5k18) 35 TOTAL, PROPOSED RICHARD pol lt 5 EFO/D* 41) Btfil-btRS P.O. BOX 488, BELFAI17, WA. 98528 PH. (266) 874--2424 - "TA >e ol 11 ets.15#2..c•t-.e coaE oA-TAN. Aspce,". - 7716 611,,g6,z1N)cf P6taGet.11 (10,0°12/7 . 75) 7 7 % fl.tg co. •Tc? I /A7 proa., eol..N..011 I t..4461.) 1....Alk"r1G)N4 1:4SAdrs.,J4 - rplfZ.L1 11. MODEL- A _I te-;1€2D H 1. I- I Cz'N. is el cotAlleAC,..Pre)g,s. Age' 'Co • e-Ot■e1 w To toiss ut-ilr•ok'ts4 VVA5HINIcIflor.1 ceapE wkg ia4642.R..1*.ra c--4 A!7 Leoc,44.L., Appl.-1G/IsE$LE polL-PiN6 ' I 5 9 ) t•-1 -- rez• 'pLAcS M , e)r - A t• )) 5gLE ME,Ab AN'tz) rAocETs irika,(4, tAmaiir 4r- Cot4.seRvATit)m S-r4gbeikb.S PLAN WEQIEttrORtbMPtiAlite ONLY StkliOtHRAL PER UNIFORM ooittiNG CODE NONLSTRUCTLIRAL. PER UNIFORM Blill.bING CODE 0 W•!.TON STATE REGULATION FOR BARIIIER 0 WASHINGTON STATE ENERGY CODE , . ,„ 'SUBJECT TO INIERPRETATIONS" OF THE GOVERNING "AlflOAITY, 'ERRORS, OMISSIONS AND INCoNSItENtits. DATE IN • • DATE OUT t by CA6 MAH AN &DESAIVO c. .1,Ibjee.tt' to emirs and omissions and apffroval of 'Oahe does'not authorize the violatitin of any adde) code O 4i or oi F R i Receipt •,-' FILE COPY joist schedule floor beam schedule header schedule floor framing plan foundation plan roof enlargement plan roof framing plan floor plan partial plan blow-up handicap room enlarged plan kitchen elevations roof plan roof and recessed wall beam colum footing wall plan sections UNIFORM SUILDINGi CODE pg0 LOS ROOF LIVE LOAD 1.5 PSF FLOOR LIVE LOAD PSF CORRIDORS i► STAIRS 100. PSF ALLOWABLE SOYI. ` BEARING PRESSURE 000 PSF WIND: 80 MPH EXPOSURE S S EISMIC ZOIIE FOOTING$ SHALL BE POURED 014 UNDISTURB I ED SOIL OR STRUCTURAL FILL COMPACTED TO S5%4 OR MORE OF MAXIMUM DRY ° DENSITY PER ASTM D698. COMPACTION SHALL SE TESTED FOR COMPLIANCE WITH /ON REQUIREMENTS BY AN APPROVED LABORATORY. FOUNDATION DESIGN FOR GRAVITY -LOADS= HAS KEN BASE ON AN A � � ASSUMED ALLOWABLE SOIL BEARING PREiUURE. at 1000 PSF. THE SOILS SHALL BE FREE DRAINING AND FREE OF •IGNEFICANT QUANTITIES' OF ORGANIC MATERIALS. FOR POORLY DRAINED SOILS CONSISTING PRINCIPALLY OF SILTS AND CLAYS, CONSULT A`8O1L$ ENGINEERING SPECIALIST FOR AN APPROPRIATE FOUNDATION DESIGN. HEINFINtCINO M 1088 EDITION iii ' ETE MINIMUM 28 DAY ' COMPRESSIVE STRENGTH OF CONCRETE PC' SHALL BE 2500 PS I. USE "6. 6 -944 SACKS 'OF TYPE I O R TYPE ` I I CEMENT PER CUBIC' YARD ' OF CONCRETE WITH 6 -3/4 GALLONS OF WATER PER SACK Of CEMENT. 'MAXIMUM `. SLUt S ". MINIMUN. SLUMP ,2 ". REINFORCING SHALL BE DEFORMED' BARS ., I IN ACCORDANCE WITH ASTM A611 GRADE A0. WELDED WIRE FABRIC TO RE PER ASTM Ai85. LUNAR LUNtlER FOR JOISTS, RAFTERS AND HEADERS SHALL BE -FIR *2 WITH THE FOLLOWING PROPERTIES AS MINIMUMS. FV s 95 PSI F8 g 1150 'PSI SINGLE NEMBER 1450 PSI REPETITIVE NEMBER E a 1,700,1)0D STUDS AND PLATES: HEN -FIR=: STANDARD GRADE FV, 76 PSI FC PARALLEL TO GRAIN = „775' PSI E 1,200 000 PSI BEAMS 4" WIDE: DOUGLAS FIR / LARCH 02 FV X 95 P8I FS = 1250 E = 1 700;'000 8,BAMB 8" AND WIDER: DOUGLAS FIR / LARCH .1 FV c 86 PSI F8 = 1300 E R 1. 1300 COLUMNS: DOUGLAS '/ LARCH ' P 11 T 01 FO PARALLEL TO GRAIN 10d0 PSI CI lip - LAN BEAMS: DOUGLAS FIR / LARCH 24F -V4 FV 166 PST FS = 2400 PSI E * MAXIMUM MOISTUR CONTENT OF ALL E FRAF4ING LUMBER AT THE TIME OF CONSTRUCTION SHALL BE 19%. PROVIDE 2 STUDS MINIMUM AT EACH WALL END. • LAP DOUBLE TOP ° PLATES 4' -0 "' O.C. NININUMI. PLYNGD PLYWOOD SHALL BE JGILAS *FIR WITH APA PLYW00 8H L BE STANDARD AP A INTER! GLUE. QRAO� L t. DE C D Cw C eTRUC COVERED IN UEC STANDARD 26-9. 000 1 ,800.000 ,800.000 STAMP Otd EACH SHEET. ALL t TYPE WITH EXTEPtIOR ` TYPEE IRA II OR OTHER' GRADES TFFUSB TRUSS F.' RICATOR TO SUBNIT COMPLETE TRUSS SHOP DRAWING TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO ¥'RUBS ' FABRSICATION. TRUSS -SHOP DRAWINGS ARE :ID :CONSIST OF TRUSS LAYOUT` WITH TRUSS NARK NUMBERS INDICATING °PROPER LOCATION., AND TRUSS ENGINEERING DETAILING ALL LOADINGS, ON CENTER SPACING,' DESIGN CRITERIA, M B F1'1 ER LUMBER G1RAtM=B AN SPECIES, METAL GOBBET SIZES, AND ALL BEARING LOCA'T ... .IONS1. TRUSS MOP DRAWINGS ARE TO IMIIIICATE ALL PERMANENT LATERAL CHOii!? AND WEB BRACING REQUIRED TO PREVENT W011 BUCKLING AND °TRUSS TOPPLING Dug TO VERTICAL GRAVITY' LOADS. THE ENGINEER OF RECORDS WILL CHECK ,DETAILED WEB AND CHORD BRACING FOR' ADEQUACY.` IN RESISTING WIND AND SEISMIC .FoRCES. TRUSS LAYOUT "DRAWINGS, MATERIAL LISTS AND TRUE � R S ENGINEERING IS TO BE SEALED! BY A REGISTERED PROFESSIONAL I EBSIONAI. IzNGYNEER /NINE STATE OF WASHINGTON MO WHO IS IN THE DIRECT EMPLOYMENT OF THE TRUSS SS i�AM3FtIC a+T'OR. THE REGISTERED PROFESSIONAL' ENGINEER IN THE STATE OF A W sHxaGrON WHO IS SEALING THE TRUSS SHOP DRAWINGS IS TO HAVE DIRECT 'RESPONSIBILTY FOR THE DESIGN AND FABRICATION OF THE TRUSSES. *ALTERNATE`FABTBNER .• PNQJICT $HEAP WALL` SJ HEPU E $HTO APP Y T' BB Kp NAIL $TAPLQs ,BPCQ*s ° r'HJCtt* Ot4E . H REQ SIZE size* : RTES NESS FACE* of pub .�.. * *AT PANEL EDGES' ° FOR PW $ OSS AT ::ALL STUDS, TOP IIt BOTTOM PLATES $ BLK0`. FOR 0L68 NAILS FOR OWB' SHALL BE COOLER OR WALLBOARD NAILS. 1,&LERAL FORGE RESISTANCE NOT,EE WIND V ELOCITY-All-NM EXPOSURE E PROJECT . NOTE: 0I Y CHECKED ?TES APPLY 86E :PLANS FOR 140E 'APPOCABILITY. ' ' ROOF DIAPHRAGM* USE SPACED TO EACH SUPPORT.. N2 ) ROOF ' DIAPHRAGM: USE % cox Pt BLOQKED. _, ,,,_ : a ,Lr ; . Hi r.; • x V STAPLES •: i1 4 2 10.0. f I14 FIELD. .- ....D EXTERIOR SHEAR , WALLS: EXCEPT AB OTHERWISE' NOTED, EXTERIOR SHEAR WALLS' SHALL BE SHEATHED W /, ilDA:. J't+► OR OBi • ,. . , , CEDE FACES BOTH FACES , WI•Tk t1P18LtPPORY , BD+t#E8.6LOCK , NAIL •�..� �< EPA W /....._,•_,� 0 .c..OR..._,,,,QU. O PANEL 660E6 S 0.c. IPi }FIEiLO. , ' w HEATHHD W / -t� CDX, PM N4) . RHEA R WALL SHALL .B 8 0045"9199, ONE ,FACE ✓' , 80tH . F/1r3E d l�tl1 L9 it k STAPLES M 44" 0. C. 0 PANEL EDGES :. 6 0 .0.' IN .FIELD, r• r� NS)': BHEAR,WALL`.SHALL B8' --- SHEATHED W/ .�!i. ,COX PW OR i, 08B , ONE PACE".. ... ROTH FAOIi8 , BL 8 W/ NAILS 4�r` X STAPLES 0 4_ 0. Q . 0 PANES.' EDGES 4._.,h,;,,O.C. IN FIELD. I k 6) SHEAR WALL SHALL BE ; SHEA RED' M/ . V . CDX PW OEI '.A AC �p BLOCKED, , // AIL$ • 4' O.C. oft �`' 616 x.' Wi =- BTAPLE8 o O.C.' 0 PANEL' EDGE l 0.0. IN FIELD I'_ 8HEAa =MALL SHALL BE 6NEATHHQ,W 5 1 �,41)X Ptl oRLV,VB"oe , FACE.,,,,, , „ �TH FACES • L AC L KBD W / - NAILS L8 0% • GA 0 R. .0 .011 ^� t$TAPLEB •e O.C. • PANEL EDGED & `o, C. -IN FI X��J� BED. N7A) SHEAR WALL TO BiE SHEATHED' W/' 8/8" OVER i/2* t/I NA $ 4Leito.C. 4'12" 0.0. IN FIELD. `. .� N78 3 SHEAR WALL T4 ` BE SHEATHED , M /16/11 " x Overt ' 1/2" W%. .,NAIL.$ Os.f.•0 C O 6 te o. c. IN new. 11 I 1•' 1 1F • BHEATIIINA W/ V 088 -. NAIL. t . C. AT PANEL £OWES T1�1'I PW PANEL EDGES T`!wi i PW PANIiIL Essa$ r l:rl I rtr I I i l 1 1 1 1 1 1 1 1' III '1'111' LATE FRONT: 1J111 RAL-RESTRAINT PANEL N8) DETAIL (S) (ATTACHED) 1011 10 IRON MINIMUM OR 94 10/01' NIN!MUM WRATH PANELS A8 APPLICABLE'. NO) UBE SIMPSON. H 4 1Io1.00WN ABOVE AND BELOW F B EAON BIDE OF INDICATED *NEAR PANEL W /(2) DIA. LIILTS TO DO.UBLEA,,,.,,,,, , TRIPLET► *TUUS`'' & (1)- 4" DIA. THOU- F1.0011 CONNECTION BOLT BETWEEN HOLDOWN8. 1410) UBE 0I1418011 A,,, f lOLDOWN ABOVE AND S SLOW - F EACH BIDE OF INDICATED SH PANEL 11/(2) -, 4a DIA. BOLI8''TO DOUBLED a TRIPLE11 STUDS 8 (1 DIA. THOU -FLOOR CONNECTION BOLT BETWEEN i of oowsa . en) U8O SIMPSON,=6 HOL AT EACH 8100 8H WALL PANEL W/ c21- axA. noLTe 'TR PL ED. STUDS 8 (1)- OLT, w /_.., NININ N4 EMBEONENT. of INDICATED TO DOUe1.ED DIA. Alice N12) UBE BINP80N„ II0LDU WN AT EACH SIDE OF INDICATED 8N -WALL 4 W /t2) - ! DIA. WILTS TO DOUBLED , TR PLED , STUDS 5 , (1 )•",, ; ,DIA. AMM ON W,/' MINIMUM EIEOMENT. M13) UBE SIMPSON...VA RokpowN AT EACH 8111E OF INDICATED SHEAR WALL PANEL W/(110-.4.11L. DIA, BOLTS TO DOUBLED TRI LEO STUDS 1: , ( )- DIA. , ANCHOR BOLT w/ NINUNUM EONENT' • g t� N NIA) PROVIDE / DIA • ANCHOR EOLT W/ N ININUN ED*' NENT 0 EACH 8100 OP - INDICATED SHEAR PANEL. B DIA. AMMO ` SOLTS W/ £' `NINTIRIM EI4880NENT 02 MAXIMUM J41 PROVIDE & 01A. MOM BOL W/ >4 ti MINI D•- MAT t*' EACH BIDE OP INDICATED SHEAR PANEL AV DIA. ANCHOR' eftte"*J5L. HINIMUN E1 OUNENT 0 .011:7.4L 'Nu" O.C. 4410 PROVIDE „g DIA. ANCHOR sou' W/ $ N , MINIMUM NENT i EA04 8100 OF 'INDICATED SHEAR PANEL :AN0 DIA.“ ANCHOR EOLT8 W/, S NINIMUN EMBEDMENT tt + NAXINUM 0.0. NI 7 F3 /t8T FLoQf DIAPHRAGM FLOOR, SHExATNING SHALL BE 3/4 T : 8 G ` PW, UNBLCQKID, GLUED i NAILfID. W/. NAILS OR 4.16, X STAPLES r d O.C. O PANEL EDGES • DIAPHRAGM POU IEB 0 0.0. IN.` I�IE i GLIP* W ECH P 80 "w, I CJJN>'• l Q OR 3M >IOOTCH GRIP 8830 GLUE. 104 X � BEAD .; . ,.' 0.c. cat CoNtINU0U O. C, &)• EATHI SHALL BE J / 2. " CPA . PM U� L00w60. 6N,U40 1 FLOOR 8Ll, ,. � 186 b • x. ED M/ lO ILO" OR 4 - QA.` X STAPLES B a O.C. f.. -PANEL ED888 I$IAPHRAAI4 BOUNDARIES - 10" O. . !N GLUE ii T / CON E,EiIt PL 600 OR SCOTCH .GRIP 6230 ,©L.Ui 1/2" X S 11 O.C. OR CONTINUOUS FLOOR 8M1EATHING . LL'` BE 3/4" T & 0 PH, UNBLOCKED. GLUED b NAILED W /,,,.,,,,,, OR E GA. ' X 4.1........41..... STAPLES • 8" `0. 0. a PANEL specs & DIAPHRA8N $OUNDARZEO` 1► 10' 0.0. IN : PIRLO. GLUE w/ CONTEOH P 600 OR 3M ITCH GR IP 8230 GLUE, 1/2" X 0' BEAD - 0.0. on CONTINUOUS R0 I ) NT x :1u o,•.. lEAdi a ALLB. 8tt A E TN k Y L)iVA`T6U` JIIISl11t PAHELi1 W/ MB EAgi FACE. BLOCKEt1 ✓ , BLOCKED - OOLEl OR WALLBOARD HAILJI r t1 o. e ALL 87006 , TOP & 80T7014 = PLATES .d BLOCKING. Nei) ` TNT I2R SHEAR WALLS: SHEATH INDICATED $HEAR PANELS W/ z`4 2 P Y� EACH FACE, ` . � � B A t£, BLO(IXEL) I/NfILOCKBD W /IId - COOLER 011;! MAILS 11 0 r D.C. TO BE BA PLY, ,A. ail, motes on woulsoAdU HA1L8 • 7 0:0. r0 PAGE PLY . N22) FRAMING SMALL ` SE S" i4QN1NAL oft UIICK6f AND FASTENERS MALL T 9R$0 '`',S FASTENERS ANN „ .. ° �'AQEO $ O.G. AND mime HAYING PE TRAT1QN INTO F �, , b TtAd4 INQ OF THAN. 1 -8 /S ARE SPAQEM S" OR LESS 0.D. ` bNIEILE �»YMcaDn E8 APPA001160 ON 60111 PAClif o A WALL AND PA8TINW SPACER() 10 Leos TiIAN 0 0.0. PANEL, .IOINIO ONALL .800 OPF$ET TO FALL ON DIFFERENT FRAMING! N0(•>eeRB' oft NO PRAM MALL t1E s" NO11INAL 0II,1111CK I 81st' ANT? FASTENERS ON DAi1k extol $NM.L ea 8TAMINGO ..,..., ►111 FRM4u n ENALL ea 3'° N0Mlt4l1L ` on •1040KER` ANt1 FA$"LfENERIf ALL. 80 sTAiwereat WHOPS SPACED 2" OR 2..1/2" 0.0.. 'WHERE 'Ice RAILS HAVING PENSTNA11001 INTO ' PNAMLINIa T 1 b /S Ant 8I► 11 V t't : \ 1. vt ' T CEN'(EF 1. . y h' Rd ' IJIIfHi� t St i iiri. ��I 7 Tt I iihJiit.1 rt I��Ili � �� %iliii • • • 6 iftiii i R i • MITER • ritiliiii 1111 11111 1. IiiiliiiI e � iiitliiii Z 1 1.)1 iiiilJ(11 i I ca' 4 s• L1: •at Nk. iy AI ti :.a ti !�z P. s • AjUQ AWIS UNIFORM SUILDINGi CODE pg0 LOS ROOF LIVE LOAD 1.5 PSF FLOOR LIVE LOAD PSF CORRIDORS i► STAIRS 100. PSF ALLOWABLE SOYI. ` BEARING PRESSURE 000 PSF WIND: 80 MPH EXPOSURE S S EISMIC ZOIIE FOOTING$ SHALL BE POURED 014 UNDISTURB I ED SOIL OR STRUCTURAL FILL COMPACTED TO S5%4 OR MORE OF MAXIMUM DRY ° DENSITY PER ASTM D698. COMPACTION SHALL SE TESTED FOR COMPLIANCE WITH /ON REQUIREMENTS BY AN APPROVED LABORATORY. FOUNDATION DESIGN FOR GRAVITY -LOADS= HAS KEN BASE ON AN A � � ASSUMED ALLOWABLE SOIL BEARING PREiUURE. at 1000 PSF. THE SOILS SHALL BE FREE DRAINING AND FREE OF •IGNEFICANT QUANTITIES' OF ORGANIC MATERIALS. FOR POORLY DRAINED SOILS CONSISTING PRINCIPALLY OF SILTS AND CLAYS, CONSULT A`8O1L$ ENGINEERING SPECIALIST FOR AN APPROPRIATE FOUNDATION DESIGN. HEINFINtCINO M 1088 EDITION iii ' ETE MINIMUM 28 DAY ' COMPRESSIVE STRENGTH OF CONCRETE PC' SHALL BE 2500 PS I. USE "6. 6 -944 SACKS 'OF TYPE I O R TYPE ` I I CEMENT PER CUBIC' YARD ' OF CONCRETE WITH 6 -3/4 GALLONS OF WATER PER SACK Of CEMENT. 'MAXIMUM `. SLUt S ". MINIMUN. SLUMP ,2 ". REINFORCING SHALL BE DEFORMED' BARS ., I IN ACCORDANCE WITH ASTM A611 GRADE A0. WELDED WIRE FABRIC TO RE PER ASTM Ai85. LUNAR LUNtlER FOR JOISTS, RAFTERS AND HEADERS SHALL BE -FIR *2 WITH THE FOLLOWING PROPERTIES AS MINIMUMS. FV s 95 PSI F8 g 1150 'PSI SINGLE NEMBER 1450 PSI REPETITIVE NEMBER E a 1,700,1)0D STUDS AND PLATES: HEN -FIR=: STANDARD GRADE FV, 76 PSI FC PARALLEL TO GRAIN = „775' PSI E 1,200 000 PSI BEAMS 4" WIDE: DOUGLAS FIR / LARCH 02 FV X 95 P8I FS = 1250 E = 1 700;'000 8,BAMB 8" AND WIDER: DOUGLAS FIR / LARCH .1 FV c 86 PSI F8 = 1300 E R 1. 1300 COLUMNS: DOUGLAS '/ LARCH ' P 11 T 01 FO PARALLEL TO GRAIN 10d0 PSI CI lip - LAN BEAMS: DOUGLAS FIR / LARCH 24F -V4 FV 166 PST FS = 2400 PSI E * MAXIMUM MOISTUR CONTENT OF ALL E FRAF4ING LUMBER AT THE TIME OF CONSTRUCTION SHALL BE 19%. PROVIDE 2 STUDS MINIMUM AT EACH WALL END. • LAP DOUBLE TOP ° PLATES 4' -0 "' O.C. NININUMI. PLYNGD PLYWOOD SHALL BE JGILAS *FIR WITH APA PLYW00 8H L BE STANDARD AP A INTER! GLUE. QRAO� L t. DE C D Cw C eTRUC COVERED IN UEC STANDARD 26-9. 000 1 ,800.000 ,800.000 STAMP Otd EACH SHEET. ALL t TYPE WITH EXTEPtIOR ` TYPEE IRA II OR OTHER' GRADES TFFUSB TRUSS F.' RICATOR TO SUBNIT COMPLETE TRUSS SHOP DRAWING TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO ¥'RUBS ' FABRSICATION. TRUSS -SHOP DRAWINGS ARE :ID :CONSIST OF TRUSS LAYOUT` WITH TRUSS NARK NUMBERS INDICATING °PROPER LOCATION., AND TRUSS ENGINEERING DETAILING ALL LOADINGS, ON CENTER SPACING,' DESIGN CRITERIA, M B F1'1 ER LUMBER G1RAtM=B AN SPECIES, METAL GOBBET SIZES, AND ALL BEARING LOCA'T ... .IONS1. TRUSS MOP DRAWINGS ARE TO IMIIIICATE ALL PERMANENT LATERAL CHOii!? AND WEB BRACING REQUIRED TO PREVENT W011 BUCKLING AND °TRUSS TOPPLING Dug TO VERTICAL GRAVITY' LOADS. THE ENGINEER OF RECORDS WILL CHECK ,DETAILED WEB AND CHORD BRACING FOR' ADEQUACY.` IN RESISTING WIND AND SEISMIC .FoRCES. TRUSS LAYOUT "DRAWINGS, MATERIAL LISTS AND TRUE � R S ENGINEERING IS TO BE SEALED! BY A REGISTERED PROFESSIONAL I EBSIONAI. IzNGYNEER /NINE STATE OF WASHINGTON MO WHO IS IN THE DIRECT EMPLOYMENT OF THE TRUSS SS i�AM3FtIC a+T'OR. THE REGISTERED PROFESSIONAL' ENGINEER IN THE STATE OF A W sHxaGrON WHO IS SEALING THE TRUSS SHOP DRAWINGS IS TO HAVE DIRECT 'RESPONSIBILTY FOR THE DESIGN AND FABRICATION OF THE TRUSSES. Abtf G. a Oer NARK YES (c ,� - BIM r Ell 11125111M 1511 , ; =Mg c G ' ....,�. 1 to . - f in d 4X1; -. 4 eingimimmt Nil iVl,, Tad - 0 - 'F lEl lg Nai .,,,,,,„ 2 ......;,,,,, ,44,..,, .... r / ...... ,.. . . WS 11:21111211 Ma= w P / N / N/ a_ R ro• e4 lini 3 r �/ 0 �. el1'r' I' 1 0 '� ✓ . YE 5 I .r , �!/ Attu 0 V illinilialliMillii ,...,.� a _ r1111111ENE 11111111111M1111 0 0 11111111.1111111 0 0 *ALTERNATE`FABTBNER .• PNQJICT $HEAP WALL` SJ HEPU E $HTO APP Y T' BB Kp NAIL $TAPLQs ,BPCQ*s ° r'HJCtt* Ot4E . H REQ SIZE size* : RTES NESS FACE* of pub .�.. * *AT PANEL EDGES' ° FOR PW $ OSS AT ::ALL STUDS, TOP IIt BOTTOM PLATES $ BLK0`. FOR 0L68 NAILS FOR OWB' SHALL BE COOLER OR WALLBOARD NAILS. 1,&LERAL FORGE RESISTANCE NOT,EE WIND V ELOCITY-All-NM EXPOSURE E PROJECT . NOTE: 0I Y CHECKED ?TES APPLY 86E :PLANS FOR 140E 'APPOCABILITY. ' ' ROOF DIAPHRAGM* USE SPACED TO EACH SUPPORT.. N2 ) ROOF ' DIAPHRAGM: USE % cox Pt BLOQKED. _, ,,,_ : a ,Lr ; . Hi r.; • x V STAPLES •: i1 4 2 10.0. f I14 FIELD. .- ....D EXTERIOR SHEAR , WALLS: EXCEPT AB OTHERWISE' NOTED, EXTERIOR SHEAR WALLS' SHALL BE SHEATHED W /, ilDA:. J't+► OR OBi • ,. . , , CEDE FACES BOTH FACES , WI•Tk t1P18LtPPORY , BD+t#E8.6LOCK , NAIL •�..� �< EPA W /....._,•_,� 0 .c..OR..._,,,,QU. O PANEL 660E6 S 0.c. IPi }FIEiLO. , ' w HEATHHD W / -t� CDX, PM N4) . RHEA R WALL SHALL .B 8 0045"9199, ONE ,FACE ✓' , 80tH . F/1r3E d l�tl1 L9 it k STAPLES M 44" 0. C. 0 PANEL EDGES :. 6 0 .0.' IN .FIELD, r• r� NS)': BHEAR,WALL`.SHALL B8' --- SHEATHED W/ .�!i. ,COX PW OR i, 08B , ONE PACE".. ... ROTH FAOIi8 , BL 8 W/ NAILS 4�r` X STAPLES 0 4_ 0. Q . 0 PANES.' EDGES 4._.,h,;,,O.C. IN FIELD. I k 6) SHEAR WALL SHALL BE ; SHEA RED' M/ . V . CDX PW OEI '.A AC �p BLOCKED, , // AIL$ • 4' O.C. oft �`' 616 x.' Wi =- BTAPLE8 o O.C.' 0 PANEL' EDGE l 0.0. IN FIELD I'_ 8HEAa =MALL SHALL BE 6NEATHHQ,W 5 1 �,41)X Ptl oRLV,VB"oe , FACE.,,,,, , „ �TH FACES • L AC L KBD W / - NAILS L8 0% • GA 0 R. .0 .011 ^� t$TAPLEB •e O.C. • PANEL EDGED & `o, C. -IN FI X��J� BED. N7A) SHEAR WALL TO BiE SHEATHED' W/' 8/8" OVER i/2* t/I NA $ 4Leito.C. 4'12" 0.0. IN FIELD. `. .� N78 3 SHEAR WALL T4 ` BE SHEATHED , M /16/11 " x Overt ' 1/2" W%. .,NAIL.$ Os.f.•0 C O 6 te o. c. IN new. 11 I 1•' 1 1F • BHEATIIINA W/ V 088 -. NAIL. t . C. AT PANEL £OWES T1�1'I PW PANEL EDGES T`!wi i PW PANIiIL Essa$ r l:rl I rtr I I i l 1 1 1 1 1 1 1 1' III '1'111' LATE FRONT: 1J111 RAL-RESTRAINT PANEL N8) DETAIL (S) (ATTACHED) 1011 10 IRON MINIMUM OR 94 10/01' NIN!MUM WRATH PANELS A8 APPLICABLE'. NO) UBE SIMPSON. H 4 1Io1.00WN ABOVE AND BELOW F B EAON BIDE OF INDICATED *NEAR PANEL W /(2) DIA. LIILTS TO DO.UBLEA,,,.,,,,, , TRIPLET► *TUUS`'' & (1)- 4" DIA. THOU- F1.0011 CONNECTION BOLT BETWEEN HOLDOWN8. 1410) UBE 0I1418011 A,,, f lOLDOWN ABOVE AND S SLOW - F EACH BIDE OF INDICATED SH PANEL 11/(2) -, 4a DIA. BOLI8''TO DOUBLED a TRIPLE11 STUDS 8 (1 DIA. THOU -FLOOR CONNECTION BOLT BETWEEN i of oowsa . en) U8O SIMPSON,=6 HOL AT EACH 8100 8H WALL PANEL W/ c21- axA. noLTe 'TR PL ED. STUDS 8 (1)- OLT, w /_.., NININ N4 EMBEONENT. of INDICATED TO DOUe1.ED DIA. Alice N12) UBE BINP80N„ II0LDU WN AT EACH SIDE OF INDICATED 8N -WALL 4 W /t2) - ! DIA. WILTS TO DOUBLED , TR PLED , STUDS 5 , (1 )•",, ; ,DIA. AMM ON W,/' MINIMUM EIEOMENT. M13) UBE SIMPSON...VA RokpowN AT EACH 8111E OF INDICATED SHEAR WALL PANEL W/(110-.4.11L. DIA, BOLTS TO DOUBLED TRI LEO STUDS 1: , ( )- DIA. , ANCHOR BOLT w/ NINUNUM EONENT' • g t� N NIA) PROVIDE / DIA • ANCHOR EOLT W/ N ININUN ED*' NENT 0 EACH 8100 OP - INDICATED SHEAR PANEL. B DIA. AMMO ` SOLTS W/ £' `NINTIRIM EI4880NENT 02 MAXIMUM J41 PROVIDE & 01A. MOM BOL W/ >4 ti MINI D•- MAT t*' EACH BIDE OP INDICATED SHEAR PANEL AV DIA. ANCHOR' eftte"*J5L. HINIMUN E1 OUNENT 0 .011:7.4L 'Nu" O.C. 4410 PROVIDE „g DIA. ANCHOR sou' W/ $ N , MINIMUM NENT i EA04 8100 OF 'INDICATED SHEAR PANEL :AN0 DIA.“ ANCHOR EOLT8 W/, S NINIMUN EMBEDMENT tt + NAXINUM 0.0. NI 7 F3 /t8T FLoQf DIAPHRAGM FLOOR, SHExATNING SHALL BE 3/4 T : 8 G ` PW, UNBLCQKID, GLUED i NAILfID. W/. NAILS OR 4.16, X STAPLES r d O.C. O PANEL EDGES • DIAPHRAGM POU IEB 0 0.0. IN.` I�IE i GLIP* W ECH P 80 "w, I CJJN>'• l Q OR 3M >IOOTCH GRIP 8830 GLUE. 104 X � BEAD .; . ,.' 0.c. cat CoNtINU0U O. C, &)• EATHI SHALL BE J / 2. " CPA . PM U� L00w60. 6N,U40 1 FLOOR 8Ll, ,. � 186 b • x. ED M/ lO ILO" OR 4 - QA.` X STAPLES B a O.C. f.. -PANEL ED888 I$IAPHRAAI4 BOUNDARIES - 10" O. . !N GLUE ii T / CON E,EiIt PL 600 OR SCOTCH .GRIP 6230 ,©L.Ui 1/2" X S 11 O.C. OR CONTINUOUS FLOOR 8M1EATHING . LL'` BE 3/4" T & 0 PH, UNBLOCKED. GLUED b NAILED W /,,,.,,,,,, OR E GA. ' X 4.1........41..... STAPLES • 8" `0. 0. a PANEL specs & DIAPHRA8N $OUNDARZEO` 1► 10' 0.0. IN : PIRLO. GLUE w/ CONTEOH P 600 OR 3M ITCH GR IP 8230 GLUE, 1/2" X 0' BEAD - 0.0. on CONTINUOUS R0 I ) NT x :1u o,•.. lEAdi a ALLB. 8tt A E TN k Y L)iVA`T6U` JIIISl11t PAHELi1 W/ MB EAgi FACE. BLOCKEt1 ✓ , BLOCKED - OOLEl OR WALLBOARD HAILJI r t1 o. e ALL 87006 , TOP & 80T7014 = PLATES .d BLOCKING. Nei) ` TNT I2R SHEAR WALLS: SHEATH INDICATED $HEAR PANELS W/ z`4 2 P Y� EACH FACE, ` . � � B A t£, BLO(IXEL) I/NfILOCKBD W /IId - COOLER 011;! MAILS 11 0 r D.C. TO BE BA PLY, ,A. ail, motes on woulsoAdU HA1L8 • 7 0:0. r0 PAGE PLY . N22) FRAMING SMALL ` SE S" i4QN1NAL oft UIICK6f AND FASTENERS MALL T 9R$0 '`',S FASTENERS ANN „ OF THAN. 1 -8 /S ARE SPAQEM S" OR LESS 0.D. ` bNIEILE �»YMcaDn E8 APPA001160 ON 60111 PAClif o A WALL AND PA8TINW SPACER() 10 Leos TiIAN 0 0.0. PANEL, .IOINIO ONALL .800 OPF$ET TO FALL ON DIFFERENT FRAMING! N0(•>eeRB' oft NO FASTENERS ON DAi1k landscape plan approved CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS iN ADVANCE OF ALI_ REQUESTS- FOR STAKING, TESTING OR INSPECTION. CONTRACTOR iS RESPONSIBLE FOR CONTROL REQUIRED AT THE TiIME OF STAKING. . F �,OV WHERE 4, CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ' WH!✓ REQUIRED BY THE DETAIL SPECIFICATIONS AND 'FOR VARIATION FROM THE ENGINEERS DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH 'MANUFACTURERS RECOMiMENDATiONS, WD' A' 125 SPECIFICATIONS, ANDTHE CITY OF TUKWILA STANDARDS. f >: CONTRACTOR TO`FURNISH ALL MATERIALS. 7 6 " 8 ", 10" & 12" DUCTILE; iRON'PIPE CLASS S2, MUELLER GA1'L VALVES AND IOWA'HYDRANTS. '). CUT -INS AND LIVE TItPS TO BE MADE BY : CONTRACTOR. ''WI) 1/125 SUPERINTENDFNT`AND ENGINEER MUST BE NOTIFIED 48 HOURS iN ADVANCE. 10. CAST IRON MECHANICAL' JOINT SLEEVE COUPLiNGS'REQUIRED. 11. MUELLER =H -615 TAPPING SLEEVE WITH FLANGE OUTLET :AND MUELLER`H -667 TAP PING VALVE WITH MECHANICAL JOINT OUTLET REQUIRED FOR LiVETAPPS ANY EXCEPTION MUST " BE APPROVED BY WD 1/125, SUPERINTENDENT. 12 CONTRACTOR` iS RESPONSIBLE FOR VERIFYING AIL EXISTING 'PIPE'TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LiVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER, r a. DEVELOPER T O.PAY FOR STATE CITY AND COUNTY INSPECTION FEES. 15. COORDINATE METER LOCATION WITI-1`WD 1/125 S UPERINTENDENT 16, FIRE`HYDRANTS A ND MAiNSTO BE OPERATIONAL PRIOR: it COMMENCEMENT OF ' CONSTRUCTION. 17, NO CHANGES ARE TOPE mAbE withoOt;wkittEN-APOROVAL BY`T{E WD 1/125 SUPERINTENDENT Ott-ENGINEER. . � 18. REFER TO CONDI1 IONS :'•AND STANDARDS A ND :TO THE CITY O F' TUKWILA STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES `AND DETAILS. E 3' SE S1 PROVID/4 SERVICE INE AND D L ; . ` . S AD D L TYPE CONNECTION FOR EACH OF EXISTING WATER W: r R ;liE:l . ♦., ER: TD 8 e) RAWN CHECKED_ 114 'E R syfrkt.IoAltD OR EQUAL - ' if ) r • r I , r • O SYMBOL SEE DETAIL • 11•01. T1EiGxii = CO iS f -O "D1• TOTAL IENGT VALVE OPERATIN(3 ' NOT EXTENSION EXTEiVSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN F CVE(S), F T: I NUM FINISHED M 'GRADE. EN REE � E� BELOW N S , E0 d OE �X° 1` .,, 5 ON5 ARE TO BE A MINIMUM Oh TH ( )_ � T Lbti�� ONLY (3NE E 1"EMSION �` BE uSEO PER VAL :wx, of •r. BETWEEN ,OPERATING NUT or £XTEt1S1 Hf AND t"MLITtt GRADE TO BE 1340`FEET. , NOTE. ALL EXTENSIONS ARE TO BE woe t)F- 51'EEL S(WEb As Otte, PAIN'1'EO tt-I TWO COATS OF FACIAL PAINT. VALVE BOA AN[ V`ALV OPERATING EXTENSION N.T. RsV3sto ,t $11r rAA. WRTAI 'STOC1t - lid" slit! scats. /4 IM>I10r t10f,AEEl1111 N(NET. 11, OItM N 2 SOU4EtE OPERATING NtjT silt TH•Co(•K3g sY AS L. ABANDON 6" YV LINE 5D f�. 6 "• WET TAP EXISTING 10 ". W WITH 'I IO• TAPPING Tf E ' �'I - °10 TAPPING GV• 1 CONE. THRUST BLOC'ft 1N5TRU I'2, / T I • CONt. THRUST BLOCK 90lFIb' R/VV 10 /a) ItISTALI i:10 "X al" 'T L .• 1, &. , d. 4. y : I CONE. T 15T 6l6CI1 I: 2' SERVICE , TAP RECONNECT EXISTING FiRE HYDRANT 'TD NEW 10" PIPES W/ 0 . n } CONE. T41VST BLOCK SO. 146TH 36 L. al) --- -0 — — SEE PfOFiLE • HPG DOUBLE DETECTOR CH { ECM VII / °BY PAS IN VAOLT SEE DETAIL 4 nr INSTALL ': 2- 6 90' . BEND5 2- COLIC•`THROSTBLOCf5 20L:E -'2 R /1N µ • 11 • -`, 35 L.f• IO' 10 L.F. 'D.1 2" SERVICE' LIN — s ss - t• • • • • • V Mir • K I . It K L AND, I• 90 °EfEND'fl. A • • 2: CONC HUST . 1.OEItS O, X. 6 RDUCER PE. X FL. II 1 6" M3 SLEEVE ,, : L•F• •6 '•D.1• 1 ATE 1NsrnLL 0 ii TEMP THflUST • ' 19:5' 0 Eng1h•ell WASH IN G "I N PORTION E0 N • • OF SEC 22 T 23N, • — =-- -- -- -0 23 L. F 6' "D:I INSTALL --�-1� - i " 50 ° BENDMJ =cam- - CONC. ; TEIRIIST 51: b /IL . BLOCK N STAI . 1. .. 2 9/(' TIE R6DS =„ COATED 51.E •}'6'` 0.1. LF I I I 1 1 1 ; 1 ' 1 1 , 1 1 1 . 1 1 ' 1 ' 1 1 ' 1 1 , II 0 • 141N . Q ,"' iii • /I 1 • • MIN. 0 I I i y, . l C i j , I 1 0 0 o•1111•111 0 1I: MIN. :.. PI `!' VIEW PR SIoN I "ATER METER li 111111t inl COMPACTEQf0LtLl(j jQy _GEtAVE- .��i12ER�UI.I . 15I''I EC IX)URLE eitECK VAI}LT ASSEitIIIL + N(STES A II 11111 'I� 1 � 1 ' I ' i ,11 �I 11llll r� l �! g.u1,T r$ 1 11111111111111111I111111 r rJIIIJI 11111111111 CC?PPER "�I •'' SEWSCC LENGTH AS REQUIRED INSTALL I - b1 '1 TEE M I X FL. 1 • HY DR "RIYT ASSEMBLY 8i' X 6'' REfUCER P.E. I ., 61• G•Y MJ` 2• TII RDDS • 3AL f. •b" D;I•... - `CDNGRETE THRUST BW&`11 r sm. I'I' WITHIN SO' OF HYDRANT END VIEW ETER BOX R O M 12 TC 9UItD,NO It MIN.' P F ,-- Nat 6; T . t D 10' ESIGN DOC . V. F OR 4 " THRU 2 SEE ; �1TA4.. ED " NUfts AND °MATER AL . L15TING. 1 I3ACKFLOW4REVENTORS SHALL BE FEBCO +1806 OR APPIROVED SIZE VAULT RASED ON SIZE OF'APPARATIJS AND MEET)NG MINIMUM CLEARANCES. T A SEPARATE DETAIL ° PLAN FOR VAULT IN .AIIr) SPRINKLER` E:INE MUST BE SU((11ifrrED AND ' RE MARSHALL' PRIOR TO INSTALLATION. AE 1 ROVED BY TitE Fl MINIMUM APPARATUS SIZE SHALL BE 4'. , VAULT SHALL. I3E SEALED TO PREVENT WATER LEAKAGE, ( LADDERS SHALL . ' N'bEPFH FROM 'Mt OF1.i1) ' f() F vAUI;i' E.XCEr:I)S 3A' t. BE RE' LItEC WHEN INSTALLATION OF A L CXbbE.fkS SHALL BE IN COMPLIAN b.S.H.A. LOCATE VAtJLT N PLANTINCJ Al EA AND NOT (N PAVING AREA, UJNI.Ess "APPkOVEIS try THE ENOINEEk thli eft SIIA'LL HE IN ACCORbA et With ALL APPLICABLE REQUiREj iEEITS:or ANSI'AWWA C iO/A2 i : to AND CENT LINED (SEE APWA do AWWA). . PiPE SHALL BE DII&EILII IRON f..IEETING ANSI A21.51, C'L52 CEMENT LIN t) 10 TEMPORARY SUPPORT SHALL Bt? E DEkVALVESAT`I`HE FINSTALLATk')N. 'API 'ER('UMPl.ITl LATI )N )NSTALL i'ER IANENT PEPS SUPPORT STAND. 1 I PROVIDE BAIL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMHLY OR A " t °, ( 1 . " EIRE DEPARTMENT C C)`N1 PION T() BE PROVIDED W 'r Et ' ' WITH i'C)UR (4) 2 Ir2 HOSE CgNNCCf10NS, .\L L NU G .. UND PIPING TO BE INSPECTED, 'FLUSHED, ttikFSRET SU'FS I `E itE" kF.ENt. F OP THE FIR U CR , P 1 r•IAkSHAi PkI(>K T() COVER AND CONNECTED OVERHEAD SYSTFJN. t o iII'C)N INSTALLATION, 13M1( rip* PR VEi ION'ASSEME ,II;$' , „ -.... ,. " r AFCE T hr. fC�"`rEID Ti t' A CI=.R�'iTILb TESTER AND AL.t.1 EST•COCKS AR TO BE PL(X GED AFTER °HE'I'ST. "Et)EREAI`rER. Aku UAL TESTS Si tAI.I; BE PERFORMED AT ()WNFR'S ECPEN5E, AND) COPIES OF TESTS RESULTS STIALL RI PR()Vibfl), CUNCRE_i E VAUI.I SETA[.(: HAVE ONE 4' x 4` OR TWo 3' x J' STEEL. )TINGED DOORS I ', LOCATION OF FOS TNI)icAT,R VALVE SHALL DE 'pm tut CITY OF TUKWiLA EIRE DEPAR"TMEN•i MATERIAL. LISTING t J St AXLE RU95 rrOA'i ED, a )1IN' D I. CLAS S: P IPE 4111CA5'i VAULT Wr1N HINGEE)STEELPI.ATIz C C)VElt Ulf. S'( ADDER iLNI )N FOVAR1 1 �FfH S1'.1161 , ASSELi + 111 E sUt'1oRT s rXUDU,NI) I CI1 C ie DEEP. PIPE ' � ER CAC C iIL�"CK VALVE. .' CoPPPR ()k PRC)NIF BYPASS Wrrtt AN APPROVEI DCVA 7 Ira E"tt:`TI k 5UPI'LIEb i3Y'T HF CrrY OF"TIIKWILA. r , � D ' t N N W11 T WO RES IL i.kTE:D sli(1T()riz VALVES AN1,'TEST C( ICKS ' 111 x APPR() ; n E t) g ; CO U PI ING MAIN ADAP E TER F 1. ,rt, . ,. 4 ,r ASS Si POPE LEN` &'TI TO' SI 'IT. 1 l0 8 . ,6 OR a PE i7 I CL i f GROUT INT AND EXTERIOR ALL ABOUND PIPE USING NONSIIRINK t3R()U'1• I2 IO , 8' 6 OR 4 ' GATE VALVE EL•)1J V./1'1'1i i TINDICATOR VAI.VE: 13 FLANGE. - FEE 'ASSEMHI.Y SIZED ACCCfRDINGiY. 14 E I ANGCD 90".RENI) .; . Is -I `OR'" D,1.'CLASS 32 Pii'E:FL•FL I r a' OR t 9O ni Nr . rt. i 4' CSR ( D t 'CLASS S2 "•IPr 1•t •i .n 4' 14 Rl " )LL '1`F / FL Ci R 44(, IRUI " F L. , A, LISTED F D A UL LIST BREAKAWA Y CM'S, O I) J [ ' CLASS INDFL S2 ` (.O PiI E t.E C)IE('K NOfit AS PEQ(JIRE[) FL•FL- SSI1Nri�`TYPE (RAVfr1' ' OPERATED 2I ; 644: 4 " .,, VALVEtV1'�FI�I ° BALI. DRIP v ALVr'fO 131' IN5T. IIORIZO;�'TALLY D M StON DETECTOR DOUBLE` CHECK VALVE AS EIBLY N.T • • • WATER MAIN CORP. OR M . STOP STANDARD DETAIL NO 12 SERVICE CONNECTION N. T S. r L Cam" /2d�1� LS C cedxr - WAT .. M� ER DISTRICT NO�125 DE's ��OI��I�S �TENSr0N SIN ROCKWELL DOUBLE STRAP SERVICE SADDLE APPROVRO 305 -NE IC 500 295 M.11t1�.rp4ti •tlttZL`f 1 ttiGTtqw K IFs1 . I41N3.1` Ct U*b It WacK, (soli 0•1:) II410(4 curia ANO'OIt' A* 1:smack - to iY ChTY. - PEA GRAVEit' APWA SEC 6 •'2. !C@ t D D Qty R�_ H+ f eft. X vlR* T O *i- Ci`lr'! ALL - EI GKOILL firAALL b 1 v., rrO YO qb yo °rt l M ui t7iliN•1 `' 1 r. •. No ATERLIAIE PROFILE ROTE `Ef15TING GAS'MAIN -� 8" SEWER PROVIDE iNKCJST BLOCK 44'16-91 oAt ► . - •dAL.r AS SHOWN C0NTRhCTOR sHAil Y(flIFU t(fVATiONS Of EIISTLW!G TII TIES. OF STREET CROSSING Bury Hydralt 5 r '1 EXISTING PAIifMENT',, t:oy >,c'•tp' P4k . P'A�' W Ir r • Z site � • •_ • • 'T N MAX:; rooky • *e • • t • t • • • e• NEW 8" "'PIPE, • NT " "5• 0 : MINIMLM; 3' AND • MAYiMV•1 10' 0 d owe. 0.0. M 4 V CAS. 'h YD. COURSE GRAVEL OR CF U `HOCK (3 to' "') DONDERO MOTEL w "PAIM, ., h '' y , ,1ELL ?NONE... CONDUIT 2-.22Y' BEND MI 2'• CONCRETE I HOST . &LtiS 'HYDRANT" BE PAINTED WiTH' TW0 COATS " � IRE RUSTOLEU•M' X559 'YELLOW GLOSS. HYDRANTS TO BE MUELLER IA- 42 . 3 OR ''DUELLER A_ 9,, OR EQUAL. 'HYDRANTS TO CONFORM 'TO A.W.W.A. SPECIFicATiCit'IS c 502 -54 SI-tALL BE CLi1PRESSICN -TYPE AND SHALL }•AVE'2- PiECE''8REAK FLANGE :. WITH ITH `9RF.AIZiNv1H[IaBLE AT T-ie GROWD LINE 'OF s TEM . HYDRANTS SHALL CONFORM TO ' CI TY"ORDtNANCE 051:17 s PLMBER'TO FACE STREET OR AS DIRECTED BY FIRE DEPARTMENT. HYORMIT SHALL' LAVE A 'SELF-OILING DRY 304:ET t1 FACTORY i ACTORY FiL RESERVOIR, HOLDING APNROx. ▪ 8'" OIL`. '011: RESERVOIR !SHALL I-iAVE ' ,Jot LESS "TF1lW TWO "0" RiNG SEALS. THE UPPER STEM SHALL `HAVE A BRASS ' SLEEVE.' 11 A. HYDRANTS SHALL BE E ' IPPED 4 " ,. OS ,:. Q�1 WITH TWO 2�' N. S.T. . HOSE PORTS Ate P JIPER HA DISOIARGE PORT ANO. SHALL RAVE A 1 PENTAGON. -L ,.. OPEN- , I FT ANTS SHALL HAVE A 6" M.J. BOTTOM AND 51/4" MAIN SHALL 'BE DESIGNED FOR A 42" BUtY 41D SHALL' HAVE L8" ' MOVE "'GRAD PER DISCtA. E F PORT. 9 '0 'BE U. L. APPROVED AND NAVE A 2" OPERATING tt(JT ;s 3/4' TOP SECTION CAST r=L " IRON LE VALVE Rb175 BOX'WITH SLIDING EXTENSICN'(RicN W/TA85). D. ` 2 - 1 - CAST (ROM ED STE TEE M.J. SHACK X M.J. )( . F.L. T ' COAT G. �C '._Y. 1. • 3"':'6: CONC.'MiX POUR'" iN PLACE TO BLOCK 'MAINTAIN CLEARANCE "FOR BOLTS. H. HY!�RA'lT IIJSTALLATiONS TO BE PER THIS STANDARD PL1',N AND REQUIREMENTS''�OF 'TUKWILA 'Hl i 1 C "l PAL `C0bE' 14.14 AND C I TY ORi31 N.NCr Id I567 FIRE HYDRANT ASSEMBLY ECEIO WATER DISrRI °T 125 An 1 5 1991 ONE ;5" 5T0 TZ OPERATING NUT. VALVE `OPENING; E LEVEL TO PUi`1- `. APR' 4 TUKWILA PUBLIC WORKS PRES. • WIDEN STREET TO PROVIDE , 12' WIDE DRIVING LANE INSTALL CITY 0F TUKWILA STANDARD CONC. CURB, GUTTER AND 6' WIDE SIDEWALK. * . PATCH AND PAVE AS REOUIRED MATCHEXISTIN,G ASPHALT SEE CITY OF TUKWILA STANDARD DETAILS 25 FT. WIDE CITY OF - TUKVVILA STANDARD COMMERCIAL DRIvEwAy 16 1 1 - 0 BE DEDICATED TO CITY Fc1140/vir CB R10=30525 "302.5?. ADJUST TO FIT NEW GUTTED FLOWLINE SSMii RIM ■ 307.06 I. E, i.300:00 • T.B.M. ' RIM' M.H. .0 - SSMH RIM ..311.32 EXISTING PAVED. EN ANCE TO TRAILER COURT GU DJUST TO FIT NEW CURB & TTER POLE I • 12' PVC ASTM 3034 t. o. p = —v6 c 2.1. MIN. CO N To ROOF DRAINs LE. - 010E ' , dtjIRB,FOR fkGENCY'STi,*)RM WATER ERFLOVV SAN. SEWER CONNECTION , PER VAL VUE SEWER DISTRICT 60 L,F.- 6H0 PVC 0 S = 6.7% 30U 305.2 CAT,C1.71 SOLID LOCKING COVER CONTROL .6TRUCTURE. RIM g30,6.90 g' 301).55 ". , • . 2 YPE 30 C8 _ RIM c..":305,3 . . . E. '1 C. • . , C B 11"'3 54' TYPE 2 , . , R S im gLI . C1, 3 1.,, 0 0 6 C, i7 CC) V ER = 300.5 4,'54! SOUL LOCKING COVER RIM ,= 300:I 1 E. = 300.55 1. E. , s' 302.0 110't"1 C. B. » 5, TYPE 30 CB RIM = 305.0 I. E. e 3010 C. B. N 6. 5401 2 ' SOLID LOCKING. COVER RIM g 306.1 1. E. 300.55 L E. = 302.3 (10 c, B. II 7, TYPE 30° CB RIM c 305.0 I. E. $0: 301( NORTH/SOUTH 312.76' 1,102.4 ° LAKIDSCAPE Fird. FLit. 1111 306.00 L __ - 61 five 2'.0 TOk.ROOF DRAIN (T CB 5 ALL ST tit=tm'vvAtR HALL BE DIRECTED " tiii TO THE ; L I "E't 7 A (3 SYSTEM EM - NA STORM DETENTION sYsttMi)5 REsPot•Is'IBILITS THE OWNER. 1 e'OtiltAINS 'APrit6AiAtLY'' sci. GEND: • • , • ELE iATICi11' S AREF "iN ISH P,VEMENT GRADE 01.6 E )Z I gT1N G GROUND SPOT ELE‘IATIONS if ft I lliri • ••••• • , PRbPERTY LINES 5 • .18 Hilt!, rIrIIr:1 I t., IpsT I , ST DATUM: 'BENCH MARK TEMPORARY BENCH'MAfic RIM OF SAN M ELEV. = 307.06 VAL SEWER DATUM. RECEIVED APR 2 41991 TUKWILA PUBLIC WORKS She iilhItilllillti • WIDEN STREET TO PROVIDE , 12' WIDE DRIVING LANE INSTALL CITY 0F TUKWILA STANDARD CONC. CURB, GUTTER AND 6' WIDE SIDEWALK. * . PATCH AND PAVE AS REOUIRED MATCHEXISTIN,G ASPHALT SEE CITY OF TUKWILA STANDARD DETAILS 25 FT. WIDE CITY OF - TUKVVILA STANDARD COMMERCIAL DRIvEwAy 16 1 1 - 0 BE DEDICATED TO CITY Fc1140/vir CB R10=30525 "302.5?. ADJUST TO FIT NEW GUTTED FLOWLINE SSMii RIM ■ 307.06 I. E, i.300:00 • T.B.M. ' RIM' M.H. .0 - SSMH RIM ..311.32 EXISTING PAVED. EN ANCE TO TRAILER COURT GU DJUST TO FIT NEW CURB & TTER POLE I • 12' PVC ASTM 3034 t. o. p = —v6 c 2.1. MIN. CO N To ROOF DRAINs LE. - 010E ' , dtjIRB,FOR fkGENCY'STi,*)RM WATER ERFLOVV SAN. SEWER CONNECTION , PER VAL VUE SEWER DISTRICT 60 L,F.- 6H0 PVC 0 S = 6.7% 30U 305.2 CAT,C1.71 SOLID LOCKING COVER CONTROL .6TRUCTURE. RIM g30,6.90 g' 301).55 ". , • . 2 YPE 30 C8 _ RIM c..":305,3 . . . E. '1 C. • . , C B 11"'3 54' TYPE 2 , . , R S im gLI . C1, 3 1.,, 0 0 6 C, i7 CC) V ER = 300.5 4,'54! SOUL LOCKING COVER RIM ,= 300:I 1 E. = 300.55 1. E. , s' 302.0 110't"1 C. B. » 5, TYPE 30 CB RIM = 305.0 I. E. e 3010 C. B. N 6. 5401 2 ' SOLID LOCKING. COVER RIM g 306.1 1. E. 300.55 L E. = 302.3 (10 c, B. II 7, TYPE 30° CB RIM c 305.0 I. E. $0: 301( NORTH/SOUTH 312.76' 1,102.4 ° LAKIDSCAPE Fird. FLit. 1111 306.00 L __ - 61 five 2'.0 TOk.ROOF DRAIN (T CB 5 ALL ST tit=tm'vvAtR HALL BE DIRECTED " tiii TO THE ; L I "E't 7 A (3 SYSTEM EM - NA STORM DETENTION sYsttMi)5 REsPot•Is'IBILITS THE OWNER. 1 e'OtiltAINS 'APrit6AiAtLY'' sci. GEND: • • , • ELE iATICi11' S AREF "iN ISH P,VEMENT GRADE 01.6 E )Z I gT1N G GROUND SPOT ELE‘IATIONS if ft I lliri • ••••• • , PRbPERTY LINES 5 • .18 Hilt!, rIrIIr:1 I t., IpsT I , ST DATUM: 'BENCH MARK TEMPORARY BENCH'MAfic RIM OF SAN M ELEV. = 307.06 VAL SEWER DATUM. RECEIVED APR 2 41991 TUKWILA PUBLIC WORKS She RESTRICTOR PLATE 1-5/'fl" OPIFfCE 6 EX100DE ASPHALT CONC CL B 2' MIN COMP DEPTh CRUSHED SURFACJNQ TOP COURSE 2" MIN. COMPACTED 'DEPTH --GRAVEL BASE CL, `13' 6" MIN. COMPACTED DePorti (OR AS RECOMMENDED BY SOILS ENGINEER) MIN. MIN,1 tURB To RE LbCATb AROUND ALL PAVD AA TRIM EXISTING 8 OF PAVEMENT TO t5.ALiojf4t witi4 VERticAL NOT CU'l 1401' AgPHAL ----- 100' SAX. At.t; istitotl. PARTS %MT SE. DALVArdIEED ANO ASPHALT COATED 'TREATMENT 1 OS "'ETTER . LADDER 1. PIPE seas • ai,apas, "via PlaMel 1 ourtier SARKITT NOT ass twi coin 1.0 = 1:$3 OSCTAL PARTS' = A. 1:011110111011i RESISIM1T OS SAL SR , Akkawfuta sAumaoilso e . Into. en, wit AspoLf IstAradif it, onus, a, tAt,IsR CI sriPs oPPret.ao ctutioutleATS mitststs FR06 S. tILIMSIMIR SOHDE SkE i ga OF MIER AV' 114114 prigmoso No.18 1 CL. B ASPHALT CONC. 2' MIN. COMP. DPTH UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SNAIL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHII),IGTC/N STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS AND SPIPCIFICATIONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION AND STANDARDS AND REQUIREMENTS OF 11.1# LOCAL JURISDICTION. . A PRECONSTRIJCTION MEETING WITH THE LOCAL. JURISDICTION/PUBLIC WORKS DEPARTMENT, AFIBL, AND THE CONTRACTOR SHALL SE HELD A MINIMUM OF ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN 48-HOOR$ NOTICE PRIOR TO THE START OF WORK. , THE CONTRACTOR SHALL CONTACT THE LOCAL, JURISDICTION'S PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL LINDERGROUND UTILITY WORK BEFORE THE SYSTEM IS BACKFILLED, UNLESS OTHERWISE AGREED TO IN WRITING BY THE MUNICIPALITY. , . A e . STREET CONSTRUCTION BOND IN FAVOR OF THE LOCAL JIJRISUICTIOINI SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO WORK WITHIN THE CITY RIGHT-OF-WAY. THE BOND SHALL REMAIN IN EFFECT FOR ONE YEAR FOLLOWING APPROVAL AND ACCEPTANCE OF WORK BY THE CITY. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGIJARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED _ACTIONS TO PROTECT THE LIFE, - HEALTH, AND SAFETY OF THE PUBLIC, AND TO a,L. 4 a aaa. PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ALL SECTIONS OF TI-SE WSDOT 5 STANDARD SPECIFICATIONS 1 TRAFFIC CONTR9L, SHALL , , APPLY IF WORK WITHIN THE TRAVELED RIGHT-OF-VVAY WILL INTERRUPT IVORMAL TRAFFIC PATTERNS. ALL SEDIIVIENTATIOIWEROSION CONTROL FACILTI1ES MUST BE IN OPERATION PRIOR TO CLEARING AND [It/APING CONSTRUCTION. TH EY MUST BE SATISFACTORILY MAINTAINEDUNTIL ttle POTENTIAL FOR ON-SITE EROSION HAS PASSED. 10. AN APPROVE THIS P COPY 'OF, PLAN MUST WHENEVER coNsTittictioN IS IN PROGRESS. 'THE CONTRACTOR SHALL MAINTAIN A SET'OF DRAWINGS' uppN WHICH THE CONTRACTOR SHALL. REpoa9 THE' HORIZONTAL AND VEltricAp'LOCAltiON'OP'ItiE As IMPROVEMENTS. LbcAtiON OF EXISTING uTiLITIEs SHALL ALSO .BE RECORDED. .THE CONTRACTOR SHALL DELIVER filEst RECORD bRAwiNdtrit , AHBLATIHE.comPLETION.O0 WORK. IF WORKERS t BOMB ANY TRENCH, OR OTHER EXCA VAT,TON FOUR FEET OR MORE JN DEPTH THAT 'DOES NOT MEET THE OPEN' PIT 'FIEQUIREMENTS OFF WSDOT SECTION 2-0P3-3(3)., B IT SHALL BE SHORED AND orsaED. THE CONTRACTOR ALONE SHALL B RESPONSIBLE FOIL;WO/IKER SAFETY AND AHBL ASSUMES NII0 RESPONSIBILITY. ALL TRENCH SAF TY SYSTEMS SHALL MEET THE ReiroinEmENTs "bKYHE• WASHINc3TON INDustrum. SAFE* AND HEALTH ACT, CHAPTER 49.1/ RCW. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 'WORKER , e a ' SAFE* AND ANY AND ' ALL ' sTaudttiREs AND IMPROVEMENTS RESULTING FROM HIS OPERATIONS. NEITNER ANBL NOR THE APPROVING AGENCIES ASSUME ANY'FIESPONSIBILITY. 11. ThE DEVELOPER OR CONTRACTOR, AS APPLICABLE, SHAL RE iiNsIBLE FOR oBTAii■Iiivo ANY AND ALL RtdUiRtb 'PERMITS PRR)F 1O dONSTR()CtIQN . uNDERdriouNDUTILITY INSTALLATION OPEN C UTS tHE WSDOT BTAND.4k0b.spEciPiCATIOnts,' OARTII,c,u1..A. ,ECTI N • 717.(3) SHALL GENtRALLY APPLY UNLESS • Dii STATED OPEN CUTS ON1KiBtiho TRAVELED ROADWAYS; UTILITY CUTS: TRAFFIC N ikot TAx: COMP tEt:i AA I o N wN EE THRO AS NuG' R E STORA T I ON NsEutTr:TA01 E§RMA 'RE 5 l NEARLY ;El a A y eVAtE, V ER T I CA L , M si T tAB: i wr 4 4 6 . to 1090: Err I sit, SID IS as , . ° AILE13 A „.. LEA T to hiiNIJDOs 164E. E FdA0C,rkFoll'uLTEtbibEsthlo'bi.ilAEi.,08:1To9n.wrGE,ApYAllit vEiviENAt,6tiP4.1.08U°c(jaTN.6_,NTE°. B EACH IN CUTS PARALLEL TO ROAD ALIGNMENT: ALL TRENCH OACKFILL UNDER ROADWAY SHALL BE MECHANICALLY COMPACTED TO 9b% OF IVIAXIIVAIM DENSITY EXCEPT FOR TRENCHES, IVIORE THAN EIGHT- FEET IN DEPTH. THROUGHOUT THE LENGTH OF ANY PIPE RUN, MANHOLE TO MANHOLE, IN WHICH ANY PART IS MOSE THAN EIGHT-FEET DEEP, BACKFIU. AT DEPTHS MORE THAN FOUR-FEET SHALL BE COMPACTED TO SO% MAXIMUM DENSITY BY ETHER WATER SETTLING OR MECHANICAL COMPACTION. •THE TOP FOUR-FEET OF THE TRENCH LINE SHALL THEN BE MECHANICALLY COMPACTED TO 95%, ALL DENSITIES SHALL BE DETERMINED BY TESTING SPECIFIED IN SECTION 2- 03.3(14)D OF WSDOT STANDARD SPECIFICATIONS. 2. IN ANY TRENCH IN WHICH 95% DENSIlle CANNOT BE At.':HIEVED WITH EXISTING BACKFILL, THE TOP YOUR- FEET SHALL BE REPLACED WITH GRAVEL BASE AS SPECIFIED IN 'THE WSDOT STANDARD specipicATIoNs. e _ SECTION 9-03.10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 95%. IN CUTS TRANSVERSE TO ROAD ALIGNMENT; '1. WITHOUT EXCEPTION, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH GRAVEL BACKFILL FOR PIPE BEDDING (PEA GRAVEL) OR CRUSHED SURFACING TOP COURSE L. MEETING THE REQUIREMENTS OF SECTIONS 9-03.12(3) AND 9-03.9(3) OF THE WSDOT, STANDARD SPECIFICATIONS RESPECTIVELY. BACKFILL SHALL BE PLACED AND COMPACTED MECHANICALLY IN ONE-FOOT LIFTS WITH A LOCAL. JURISDICTION INSPECTOR PRESENT. - AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO TI-IELOCAL JURISDICTION OR AHBL. ON ASPHALT PAVEMENT,- A PERMANENT HOT MIX. PATCH THE SAME THICKNESS AS THE ORIGINAL ASPHALT OR A MINIMUM OF TWO- INCHES, WHICHEVER AS THE GREATER, SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 'CALENDAR 'DAYS. CEMENT CONCRETE 'PAVEMENT SHALL DE RESTORED WITH AN EIGHT-SACK MIX, USING EITHER TYPell OR TYPE ID CEMENT, WITHIN 313 CALENDAR DAYS. 13. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED' FOUNDATION ACCORDING TO WSDOT STANDARD SPECIFICATIONA 7-02.3(1). T1110 SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 'TOP QF THE FOLI 15ATION MATERIAL AND PLACEMENT AND COMPACTION DF REQUIRED BEDDING MATERIAL TO 'UNIFORM GRADE SO THAT THE 'ENTIRE LENGTH OF THE PIPE SHALL BE SUPPORTED ON A UNIFORMLY DENSE; UNYIELDING BASE. IFIHE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS „ THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THBFIRST,LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE , MATERIAL IN THE BOTTOM OF THE 'TRENCH IS 'LOOSENED, ,REGRADED; 'AND COMPACTED to' FORM A DENSE, 'UNYIELDING . 'BASE. 14. AFTER THE COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO SATISFACTION OF THE LOCAL jURISDICTION''' FOR THE PREVENTION OF ON-SITE'EROSION. t b. 'PLANS SHOWING ALL PROPOSED UNDERGROUNDVTILITIES NI UST BE ,. - PROVIDED TO LOCAL JURISDICTION. PLANS FOR WATER , AND SANITARY ilif PR . M BE ' E " , P p R R O Ec V O I R : s D litt , o P ,c R 11 10 0 11 , N - • TO AND BE 14° Ss t i47 6 : : 4 PREVENT b1 Al°1EL SOIL T iE MEETI °0 1 4 6 ciA:rsAENF FO EsAEAS:Lul O r: . 4Hi THE lA , FEWETEtviiIN.AER AND ENTER E T ' L ASSUM " ki 'L , TREN i s l F4 y 6 66 TH, . -1 IIE° 't°(1<E MEET E ,Fi x o c R A E V I6 AT A I N D D N.r. t r ol u EmEty.e .. w , s A :„, Nopp , 1 FORW - = -, - ... LOCATION HAPP PRE S E RVE Aky,ANpALL . . THE 1 „ I : L i toYe, ANOTE i i ; r io ' E N ' , 0 :i 6: NOT 16 A r x d - I e : Y e i: . st i - T v ts I - . :I . U N .E" "D' O , , , , -... T 1 ,,,. ' 1 'i i t i iLEALNEI VERIFIED 15 .E BY 1 :TI ' T i NdAHt CRI BBED. .180:8:E0 XpE 1.ha , l' : ' ' rE WSDOT SE ' R ESPONSIBLE FOR AHSI. ASSUMES' N O SE 6 N - .1 - " BE RESP ,...41,-.2.41 itlfoll' ALONE S iw '' ALL , - C'ON I ..--,- 4 , i , ' ,hettitINSIBIL . W ' . W OEPTHatii, 2-0 9 .3(3 )B , IT S HA LL S HOR ED ..,„:, D OE S N01 M ALL ,. us , TRENCH SAFETY SYSTEMS II r)KM RE ' d'ON IND ftliAL ; 1" MEET 1°1E 'RE6U T''''DHAPTEIR 49.1 / , SHA ' • HEA ACT, i ' sAF ' ONLY AND HAVE „, P'ON' 'UTILITIES ARE - - , OW NE R O 1TS RE PRESENTATIVE. ' OF ALI. EXIST THE CONTR ooRg COMME , .___ , :iiikr , pAEBENTATIvE. , D'WoRK AND U BE -‘ A ND ALL DAMAGE AND AdilEE*..btOu;,.,tE_!7,- LLV ” ,, uNDEn T O uLOti CL,A.0.,ltiE:XACTLY - LIA I -Y ,..,..... , iiiilltrivGrZ,11*HE LOC ATIO N 0 TOPOGRAPHIC NOTE.. THE extiTING CULTURAL AND 'TOPOGRAPHIC DATA SHOWN ON THESE ollAvviNds HAS BEEN PREPARED, IN PART, BABE') uPoN INFORMATION FURNISHED BY OTHERS. MALE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AI-IBL CANNOT ASSURE ITS AC .URACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OP ThAt INFORMATION OR FOB ERROAS'OR OMISSIONS -WHICH MAY ;HAN ' BEEN tNOORPOR4rtt INTO1 ' THESE DRAWINGS AS A RESULT. _ . CL. 'B BAWK RU GRAVEL 12" MIN: COMP. DEPTH RECEIVV. APR 2 4 199 TuKwitA YUBUG VV01-11<2. CITY ()ErtivitA Date: handrail plan stair sections cross section revised irrigation plan edlund associates