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HomeMy WebLinkAboutPermit D05-380 - MARRIOTT RESIDENCE INN - REMODEL AND ADDITIONMARRIOTT RESIDENCE INN 16201 WEST VALLEY HY DOS -380 Z 1Z W 6 JU 00 W= JF.. � LL W O 1< co =d �W Z� F- O; Z W uj W u. O w Z. - 0 Z N 1908 City a. ' Tukwila DEVELOPMENT PERMIT Parcel No.: 0005800006 Address: 16201 WEST VALLEY HY TUKW Suite No: Tenant: Name: MARRIOTT RESIDENCE INN Address: 16201 WEST VALLEY HY, TUKWILA WA Owner: Name: INNKEEPERS RI NW L.P Address: 306 ROYAL POINCIANA WY, PALM BEACH FL 33480 Phone: Contact Person: Name: MICHAEL IVANCIC Address: 2112 116 AV NE, STE A, BELLEVUE WA 98004 Phone: 425 451 -4084 Architect of Record: Name: - Address: , Phone: Engineer of Record: Name: - Address: , Phone: Contractor: Name: WILSON & SHERRITT COMPANY INC Address: 12203 22 AV S, SEATTLE WA 98168 Phone: 206 933 -0752 Contractor License No: WILSOSCO10CP Steven M. Mullet, Mayor Steve Lancaster, Director DOS -380 03/20/2006 09/16/2006 Expiration Date: 03/30/2008 DESCRIPTION OF WORK: INTERIOR REMODEL 3467 SF (2766 SF ON 1ST FLOOR & 701 ON 2ND FLOOR) AND ADDITION OF 76 SF (67 SF ON 1ST FLOOR & 9 SF ON 2ND FLOOR) INSTALLATION OF REDUCED PRESSURE PRINCIPLE ASSEMBLY AND GREASE INTERCEPTOR. APPROVAL TO CONNECT DISHWASHER TO GREASE INTERCEPTOR. Value of Construction: Type of Fire Protection: Type of Construction: Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. us $406,889.56 Fees Collected: $7,052.72 SPRKLR /FIRE ALRM International Building Code Edition: 2003 Occupancy per IBC: 20 * *continued on next page ** Z �Z �w QQ JU L) 0 CO wi H Co U- w U - �D = ii .-w z r-- O Z F— W W U� O �, o H W u' O .. Z. w U Co ' O Z doc: IBC- PERMIT D05 -380 Printed: 03 -20 -2006 : i f I O ` ,7 - Cit y 6.1 Tukwila Steven M. Mullet, Mayor Departmet :t of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Steve Lancaster, Director D05 -380 03/20/2006 09/16/2006 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: , , Date: I hereby certify that I have read and x mi a this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru ion o the p rformance work. I am authorized to sign and obtain this development permit. Signature: Date: J - Z U `e2 Print Name : / -11 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z �Z W �0 0 N co w J = CO U. WO U. =W H z� �- O Z�_ W5 U� co o !— W LL w UN O ~' Z doc: IBC- PERMIT D05 -380 Printed: 03 -20 -2006 � it {y .,."'", J ` City of Tukwila face Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 1 PERMIT CONDITIONS Parcel No.: 0005800006 Permit Number: DOS-380 Address: 16201 WEST VALLEY HY TUKW Status: ISSUED Suite No: Applied Date: 10/27/2005 Tenant: MARRIOTT RESIDENCE INN Issue Date: 03/20/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 12: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits doc: Conditions D05 -380 Printed: 03 -20 -2006 urrrxvnns roar rC#pt PSi? k�Ftr:4?T+S�R¢ . . ,R :,..�.�� . i z �z �W 2 D 00 N C0 LLJ J = C!-- N LL w LL Q D. = �w Z t- H O z H w U Cl) o� W W "-- O z W U= O z � 0 U C lt Y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/ relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 26: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) doc: Conditions D05 -380 Printed: 03 -20 -2006 w. yvi.tx�.� :.:J':.':.? «. ar:�.1i1.:... . H. �'.' vsn; i.: i:.: ac;,, r:. „ �,:,.). ts'. �. i.-««° s; eu: rlitrlgyS�1d ° w'.W3�J}i1nS•+ys0�k47�ri C,i ^+Y ", `� n '�+� �' J ��: Z i� ~ w o � JU UO N U) LLJ J = H C0 U_ w LLQ cl) = �w z F- O zF_ w w U O - o �- wW LL O Z LLl U= O Z w f � g City of Tukwila d Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 28: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 32: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 33: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. * *continued on next page ** Z z Z JU UO N o co UJI W = H N LL W O �QQ LL Q cn D = �. w Z F- O Z F- w U� O N ul W �U u. O, .Z W N U Z doc: Conditions D05 -380 Printed: 03 -20 -2006 c.< City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: er2i�' -/� z Q w JU U W = CO U. W �a :. w¢ Cd =W ~_ Z r- ►— O z �- w L �o CO O 0 F- WW �U U- ~O .z W ' U O z I doc: Conditions 005 -380 Printed: 03 -20 -2006 CITY OF TUKWILA �} Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 W TUKWII A W Building Permit No. - �j$(� Mechanical Permit No. Public Works Permit No. Project No. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print ** SITE; LOCATION `. Site Ten, Property Owners Name: Mailing Address. ,T J. . Mailing 771 King Co Assessor's Tax No.: 46 Number: Floor: -- New Tenant: ❑ .....Yes e.No city Day State Zip Zi 7,c City /'/ State Zip E-Mail Address: Ebi0JEaF —& M S - ��/� Fax Number *5-) 1X /_ //0790 a GENE CONTRA►CTOII . (Mechanical Contractor information on back page) Company Name:_ Mailing Address: State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** CT OF, RECORD -Ail plans..must.be.wet stamped by Architect of Record Company Mailing ,P T I-1 I — City — State / Zip Contact Person: 129)e fAE L. �f��,( /� � Day Telephone: l / � �'�.�J� 5 E -Mail Address: E�� /�� ° l�� eS,t/� ��i� Fax Number: "7,� 717/ " '7��7r ENGINEER OF RECORD -All plans must be wet stamped,by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: q: \\permits plusbce chsnges\pernut application (7 -2004) Revised: 6.8-05 Page t bb q.. :: Cx: i� -r:A` nit. wt:+ w:::: wui-`..:..::..: .r''1+.�::id.n.w::- �.L'::.( Z W W UQ W= H NLL WO LL Q (1) D = �— W Z f- Zo W W U� C0_ O t- W t— u" O 6i U= O Z Y �UII DING PERMIT: INFORM:ti _ SON U -3670 Valuation of Project (contractor's bid price): $ `f D �V - Existing kuyding Valuation: $ Scope of Work (please provide detailed information): & Lb2 12 /b�-,L 7TXb7A T MM" 1/9. 1 �2 , FJ(Z Will there be new rack storage? ❑ .. Yes ❑ ... No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: /p9 Compact: Handicap:_ Will there be a change in use? ❑ .... Yes X. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: Q�- Sprinklers X - Automatic Fire Alarm []..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Materti S etyData Sheets. gA%pamib pin.4x chmgnYxmtit application (7.2004) Revised: 6.8.05 Page 2 bh ZZ W JU UO C/) C0 W W = H CO W WO 9-1 co = �. W Z F- 1— O W ~ W UC) O C 0 l— W 2 1— u. O .Z W CO O Z Exi Interior Remodel Addition to Existing S//t__ructure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor �J�3 2 w� " )' /� / � ! /1�! 2 Floor 1 (} b 70 1 4 , !7/\ 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck . PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: /p9 Compact: Handicap:_ Will there be a change in use? ❑ .... Yes X. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: Q�- Sprinklers X - Automatic Fire Alarm []..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Materti S etyData Sheets. gA%pamib pin.4x chmgnYxmtit application (7.2004) Revised: 6.8.05 Page 2 bh ZZ W JU UO C/) C0 W W = H CO W WO 9-1 co = �. W Z F- 1— O W ~ W UC) O C 0 l— W 2 1— u. O .Z W CO O Z 2, r 'PUBLIC V�ORKS',PERMIT, INFuRMATION - 20f�433 -0179 . of Work (please provide detailed information): , �� . e r���o S� �T ,eiC lS� /( /� . / I. n r .rt I '-t /n 5, h t -r" n . / A r- 7 / e� ' t .f�1'M r i Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline El.. Renton []...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report [].-Traffic Impact Analysis ❑ ...Bond ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Pro uosed Activities (mark boxes that apnl ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours Right -of -way Use - No Disturbance E] .. Right -of -way Use - Potential Disturbance Xonstruction/Excavation/Fill - Right -of -way _& 05 FbK F00T7 N � Non Right -of -wa ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage []...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ®...Backflow Prevention - Fire Protection Irrigation I Domestic Water ❑ - Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public Private ❑ ...Water Main Extension .............Public ` _ Private . Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Day Telephone: City State Day Telephone: Mailing Address: City State Zip q:\ \peanib plw\icc chaMea\pmnit application (7 -2004) Revived: 6-8.05 Page 3 bh Z �Z '~ W JU UO (00 C0 LLI J = H Lo LL WO LLQ CO) = a �W Z =. F- F- O W ~ W VO N O F- W u. O 111 Z U= O Z V ti ;MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 '1 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New.... ❑ Commercial: New.... ❑ Fuel Tyne Electric ..... ❑ Gas .... ❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit e: Qty Unit e: Unit e: Qty Boiler/Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0-3 HP /100,000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I I I Equipment PERMIT APPLICATION;!NOTES Appticabte to Rll permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.32 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR 4UTHCAIZED AGENT: Signature: , Print Name: "I ¢�/�,1(` EO, y� Day Telephone:_ Mailing Address: ��lD 7// AVE, /l!- s- /7 Ae eihl, City Date Application Accepted: Date Application Expires: lo(zc� (off q:\ \pemdts ptw\icc ChM% a\pamit application (7- 2004) Revised: 6.8.05 Page 4 bh Date: / O 2 - /O 5 ' State Zip Staff Initials: _.. �..: .. i.� ,r' < r.i. ...:+:.,,i.. : vu�:: •,:t,*: xa.:- .,; te+'.:w: ue. .:te�.:f +;.��.�d:.::Hiu�..1;.G - .uazl:�x .�nrH,:.:.m.•.r.�% = �i.+ir :�:.n..,e,.A.;ww ata�.' +.nFHti:riS 't ";3'kD ��`"t�l"iv "ys�hrw`;itr�t ,:,'�, -.• Z Z W QQ � JU ' UO Cl) 0 C0 W J = H C0 LL WO J U Q to = W Z = F- HO Z H W 5 U� O� 0 H W W 1— u O .. Z W U C0 O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0005800006 Address: 16201 WEST VALLEY HY TUKW Suite No: Applicant: MARRIOTT RESIDENCE INN ACCOUNT ITEM LIST: D05 -380 APPROVED 10/27/2005 Receipt No.: R06 -00370 Payment Amount: 4 Initials: 3EM Payment Date: 03/20/2006 03:33 PM User ID: 1165 Balance: $0.00 Payee: INNKEEPERS USA LIMITED PARTNERSHIP TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------------- ------ - - - - -- Payment Check 48489 4,867.06 i 1 i Description Account Code Current Pmts BUILDING - NONRES 000/322.100 3,362.56 PW BASE APPLICATION FEE 000/322.100 250.00 PW PERMIT /INSPECTION FEE 000/342.400 625.00 PW PLAN REVIEW 000/345.830 625.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Permit Number: Status: Applied Date: Issue Date: Total: 4,867.06 3729 03/20 1 716 TOTAL 4867.06 doc: Receipt Printed: 03 -20 -2006 z Z. W J U. 00, d) O J 1_-- cn U- W O LLQ rn �. = d rr-- _ ? t- ZO w �o U O - .0 H WW LL O. Z. W U= O~ Z i City of Tukwila aae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Q �w W� JU UO (0O w= U- 0 J w? � = w Z F - E- O Z F- w UJ �o O co WW HH O z W CO O z RECEIPT Parcel No.: 0005800006 Address: 16201 WEST VALLEY HY TUKW Suite No: Applicant: MARRIOTT RESIDENCE INN Permit Number: Status: Applied Date: Issue Date: D05 -380 PENDING 10/27/2005 Receipt No.: R05 -01566 Payment Amount: 2 Initials: 7EM Payment Date: 10/27/2005 10:52 AM User ID: 1165 Balance: $4,294.60 Payee: INNKEEPERS USA LIMITED PARTNERSHIP TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 47066 2,185.66 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 2,185.66 Total: 2,185.66 i 1 9710 1 - f11L 21.85, doc: Receipt Printed: 10 -27 -2005 INSPECTION RECORD J Retain a copy with permit 20 0 INSPECTICIN NO. P IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 So Blvd., #100, Tukwila, WA 98188 (2 6) -3, 7r Project: Type of Inspection: Address: 4 Date Called: Special Instructions: Date Wanted: (a—s' 3 — G — O '7 Requester: Phone No: celpt No.: ate. 14A, I z W 0 L) 0 to 0 co W LLI 3: J I.— to LL WO 2� 9:1 LL C CY ILLI 0 W ~ W 5' C0 0— 0 F- W LL 0 z L) CO 0 z fFl Ap'proved per applicable codes. 11 Corrections required prior to approval. -Yi INSPECTION RECORD --j Retain a copy with permit Ic S INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =367 Proje T '1: Inspection;_ Ty ?Zol Aaaress* �/', ?z te ailed: SpeciAl Ihstructions: e Wanted: AM, ; — 6 Requester: Phone No: Z Z U O O 00 W W LL WO 2 � Ua W z l'- 0 z F- W W 5, cl) 0— a W W. L O Z co O F- z L—j paid at 6300 Southcenter Blvd., Suite 100. Call to sechcciu e reinspection. lReceipt No.: I Date: I INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMLT440. CITY OF TUKWILA BUILDING DIVISION ` . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Project• W,/ d - //— I Type of Inspection: Address 9ate Called: Special Instructions: to Wanted - M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO ENTS: Inspector//1' Date: L7 - $58.0&dSPECTION FJ REQUIRED. Prior to inspection, fee must be I paid at 6300 Southcenter lvd., Suite 100. Call, to sechedute reinspection. [Receipt No.: Z Z W 2 JU 00 (f) 0 CO) W UJ J � LL W O LL CY W 3: Z l.— WO W 2 5 D cl L) Cl) 0— 0 W H Z.) 0 z (0) M 0 1-- Z 'i INSPECTION RECORD Retain a copy with permit W INSP CTION NO. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 Project: 2Q 10 T T Type of In ection: �. Address: Z4 I � / �� � / Date Called: Special Instructions: ate Want d: a.m. P.M. Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval. =nspector*'�/Dater 8.00 REINSPECTION FEE EQUIRED. Prior t inspection, fee must be — I j paid at 6300 Southcenter Blv ., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Z Q '~ W rU UO CO 0 W LLI 1^ 52 W WO LL a cl) a �W ?H z0 W Ucl O - o�- W x U LL' O Z U= ~O h- Z F� Approved per applicable codes. COMMENTS: FI Corrections required prior to approval. I I JDatE 0 0 REINSPECTION FEE 1EQUIRED. Pd /r to inspection, fee must be id a 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: I INSPECTION RECORD INSPECTION NO. Retain a copy with permit D&5- P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36t0 Project: 112,4i?1Z1077 R4S- -ZA11W Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: P.M. Requester: Phone No: z LU U 0 C a co W LU 3: -J !2 LL W O -J U- < S2 cy F- LU 0 W �- LU LLj 5 O N 0 LU LLJ 5 F X - I-- tL 0 z C0 p 3: 0 z Projec : Type of Inspection: Address: / Date Called: Special Instructions: " . Date Wanted: Requester: Phone No: COMMENTS: r3� A Z �Z JU UO UU co III J = 1-- CO LL WO U. Q N = �W Z H F- O W �j U o. O� 0 E- W HP LL O .Z W U= O H Z t INSPECTION RECORD DOS-360 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Mramo Reside �nh Type of Inspection: 5 O McO WctfeY Address: 1620 Wesf Va1lel Date Called: 2 - - Special Instructions: ri�Y• Date Wanted: a.m. 3•~ 1- 01 m. Requester: &Ir Phone No: � Approved per, applicable codes. Corrections required prior to approval ') COMMENTS: 2 v B HJ k J Inspector: Date: L Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z �W aa � JU UO N C0 LLJ J = F— S2 U_ WO 9� tL ?. =W • ?H �O W ~ W U� O- oIr- WW Ir— U.. Z W 25 O Z INSPECTION RECORD P0 -380 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: esidenceTkih b y Marro Type of Inspection: RacK410W Address: I 16 201 West a Ile Nw . Date Called '7-)Z-06 Special Instructions: Date Wanted: a.m. 7 -13 —06 P.M. Requester: 91cK Sherri Phone No: 2-0! s 284),52-6 6 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: rid /u 5 1%!5 K �S 0 Inspector: Date: / Receipt No.: Date: U �5$.ov REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. e z �Z W �QQ � JU 0 NO U) LLJ W = U. w O LLQ co = �. W z �.. Zo W W U� O co o WW H �. �O �z co O z I a., INSPECTION RECORD _Do<- 3$© Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 Project: .--- Type of Inspection: Address: Contact Person: Suite Pre -Fire: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: ��- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: U Inspector: d Date: Hrs.: , g i $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t 444 Andover Park East. Call to schedule reins ection. eceigt No.: I Date: z Z �W aa JU UO C0 W J = (0 LL W O U Q = a �W Z = �-- HO z �- w W U� ON 0H W 2 HC.) O z W U= O z C' i, q INSPECTION RECORD Retain a copy with permit O/ :I I INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 7DA- 575 -44n7 Project: rA e t 0 'Type of Ins ection: "0 C f /I F Address: Cont ct Person: Suite #: 2 0 tj , LI Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: A4114 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: In pector: /U Date: 6 Hrs.: , $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reins ection. Vi P 1 . e eipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 �. ui, ..r.a�•�z ....a.,� �+.'.�i_ad.. ir.itr: ..i. air. �ss4v+• iwr«+ p�u.:....., � "„+w +:wi..�`,.e..L.+.:�•..�:... emu.. . ...L.ss.....•�..:.e»+.t.....a:: _ s:«— +m�.::r..t:u:.C.�:H++�atti l ni. at:' ta. L: w' �:, u�wii�. y'..±:.: s: r�uir:.: na:+ i; 4 .:':..:. ;:y��a3:e•�tt: z Z �W QQ JU 00 w W S2 LL w LL ? � =w ?r F - O z �- w w U� O� 0 H =U H� u. O •• z W U= O z 9- te- 0tjt0t2 41 , City of Tukwila t W rla aint D Public o Mainten epartm , B ow Assembiy Test Report Fonm Nom. ° t ACCOL'1VT M it snv1CZ ADD13 CITY . X . I�� STATE �G�.. 21P CODE ASUMLY LOCATION �,_• 4- ? �n \ r li t;� a. S.>, i tL " .e r COZOSS- CONNECTION CONTROL FOR? ,# w .� . a PbA MA1� r- cU e�oD TYPE - st►r l- 0 757K I= PRlS5 = AT TIM OF TLST? � PSI NEI�YT �SID'1G' ❑ REPLACEMENT? ❑ TEST RESULTS TESTS AFTER REPAIR OR CLEANING PS1 DROP ACROSS Ml CHECK VALVE `�_ PSID PSI DROP ACROSS #1 CHECKVALVE PSID RELIEF VALVE OPENED 7 PSI) RELIEF VALVE OPENED PSID 01 CHECK VALVE, CLOSED TIGHT' Er Yl CHECK VALVE CLOSED TIGHT? ❑ Al CHECK VALVE LZAIEDT ❑ 01 C ECKVALVE LEAD? ❑ RPBA 02 CHECK VALVE CXAMW TIGHT? �f2 CEECKYALVE CLOSED TIGHT? ❑ 02 CHICK VALVE LEAIM? ❑ n CHECK VALVE LEAKED? ❑ APPROVED AD& GAP PROVIDED? ?PRO AIR GAP lItOVIDID? ❑ RM PASSED TIM'. RPBA PASSED TEAT' Yes N� ❑ P1 CHECK VALVE CLOSED TIGHT? PSCi1 41 CHECK VA.LVB CLOSED TIGHT? PSM VALVE LEAKED? ❑ #1 CHECK VALVE LEAKED? DCV 41 CHECK i2 CHECK VALVE CLOSED TIGHT? PSID Y2 CHECK VALVE CL OSED TIGHT? PSID #2 CHECK VALVE LEAKED? ❑ 02 CHECK VALVE LEAKED? ❑ DCVA PASSED T>ZST? Yea ❑ No ❑ DCVA PASSED TEST? Yn ❑ No ❑ AUt INLET OPENED AT PSID Alit INLET OPENED AT PSID AIR INLET FAILED TO OPEN? ❑ AIR MET FAILED TO OPEN? ❑ PVBA CHECK VALVE HELD TIGIIT AT PSID CHECK VALVE Iiit:LD TIGHT AT PSID CHECK VALVE LEAKED? ❑ c=cN VALVE LEAKED? ❑ PVBA MASSED TTST7 Yes ❑ No ❑ PVHA PASSED TES" Y- ❑ No ❑ APPRmw A65EMBLY' PROPER IN- `TALLATIONT Lg iNsPECTE.D BY CCs? ❑ REMARKS TLST COMPANY 161 1 1:444d4 j - 12 1 94 'w' PHONE TBbT KIT MAKE MODEL z SN ��. Q �j� CALIBRATION DATE I caft y #W1 used WAC 246- 290 -490 apprqv Test Methods and LhjroenAd Phu=e Test Equipment T2nM - S NAME (r D) tm ,� • CERTIFICATION N 11 S 9 516NATVRE - ,� DATE TrsTzD 2 — J� RIPAHM BY REPAIR DATTC RETESTED BY CERT M DATE TESTED � $ �ryt dl Z 1Z W UO CO co W J = H LL WO 9-1 D. N CT = W F- _ zF- Z� W U N 0 I-- W W H -O .• Z W U= O Z 000 Anderson - Peyton Cover of 14 000 Structural Engineering Consultants Date: 3/15/2006 000 A Division of ACP Consultants, Inc. Design By: TMP Vertical, lateral, and foundation structural calculations for Gatehouse Project & Location Residence Inn Tukwila Gatehouse Remodel 16201 West Valley Highway Tukwila, WA Flue co" Client: Riebe & Associates, Inc. ,. _ 2110 116th Ave. NE, Suite D Bellevue, WA 98004 Structural Anderson - Peyton Engineer: Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 REVIEWED FOR CODE COMPLIANCE Project Number: 03 -028 Jurisdiction: City of Tukwila WA MAR 2 4 200 Code: 2003 IBC Loads: I. Vertical Live Loads: Roof 25 PSF Ca) Of T"kwlla Floor 40 PSF RUMMIr rVI /t W N1 Exit Facilities 100 PSF II. Lateral Loads: Exposure B Wind Speed 85 MPH Seismic Design Category "D" III. Soils data per below: Allowable Soil Bearing Capacity = 1500psf (assumed) Soil Profile Type = S default) CITYOFTUKWILA MAR 2 27005 'pQ °. 23:1 s PERMIT GENTEM ...... 0. (e r—, NAL ' rtr' "� _ L 1� X PIRE S 4/16 Z �Z �W JU UO W� C0 u- W O La cf) s W Z H W0 LLj gy U U o I.- W W �U LL Z LLl O ~' Z } b 000 Anderson - Peyton 000 Structural Engineering Consultants 000 A Division of ACP Consultants, Inc. PROJECT JOB # DESIGNED CHECKED SHEET OF t[_ DATE DATE �NP (�ao2 gCAMS t3 �gM gv� ' 51A I R I ( o vyc M Arc k�r} , PArJ = 9' 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292 -0940 z Z w UO 0 w= I .- (1) W w 0 9-1 LL a. to = �w Z 1— o z F- W U(3 O -. .0 1-- WW HU H U. O .. z w U N 0 H O z Title : Dsgnr: Description Scope : Job # Date: 4:15PM, 14 MAR 06 - 1-/ nee: KW-D6 General Timber Beam Page 1 ' User: Kw0604293, Ver 5.6.0, 1- Deo•2003 InlioR.•L MM MI r. Fnninaarinn Rnftwara beams.em..03.14.06 Revisions Description Beam Adj. to Stair 1 (over market) General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x10.5 Center Span 8.00 ft .....Lu 8.00 ft Beam Width 5.125 In Left Cantilever ft .....Lu 0.00 ft Beam Depth 10.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads Center DL 106.00 #/ft LL 425.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Live Load 1,013.0lbs Ibs Ibs Ibs Ibs ...distance 2.000 ft 0.000 ft - 0.000 ft 0.000 It 0.000 ft Summary Span= 8.00ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0. 335 ; 1 Maximum Moment 6. k -ft Maximum Shear * 1. Allowable 18.7 k -ft Allowable Max. Positive Moment 6.02 k -ft at 3.232 ft Shear: Max. Negative Moment 0.00 k -ft at 8.000 ft Max @ Left Support 0.00 k -ft Camber: Max 0 Right Support 0.00 k -ft Max. M allow 18.65 Reactions... fb 767.57 psi fv 80.31 psi Left DL 0.88 k Fb 2,377.00 psi Fv 240.00 psi Right DL 0.58 k Deflections Ibs Ibs 0.000 ft 0.000 ft Beam Design OK Max 3.34 k Max 2.53 k Center Span... Dead Loaa 1 otal Loaa Len rranwever.., vtldu wdu I UIdI LUOU Deflection -0.020 in -0.078 in Deflection 0.000 in 0.000 in ...Location 3.808 ft 3.872 ft ...Length /Defl 0.0 0.0 ...Length/Defl 4,874.3 1,227.97 Right Cantilever... Camber ( using 1.5 * D.L. DO ) ... Deflection 0.000 in 0.000 in Center 0.030 in ...Length /Deft 0.0 0.0 0 Left 0.000 in ® Right 0.000 in i 1 �t z z Q W W� UO U) 0 CO W W = I-- N U_ WO UQ CO = W H z� H O z I- W Uj � o U O CO. C1 I.- W HU UO W z U =' O z i 1 �t z z Q W W� UO U) 0 CO W W = I-- N U_ WO UQ CO = W H z� H O z I- W Uj � o U O CO. C1 I.- W HU UO W z U =' O z Title : Dsgnr: Description Scope : Job # Date: 4:15PM, 14 MAR 06 nov. aowr. Page 2 Use KW- 0604293, Ver5.8.0, 1- Dec -2003 General Timber Beam g (01983.2003 ENERCALC Engineering Software beams,ecw.03.14 -06 Revisions Description Beam =djto Stair 1 (over market) Stress Calcs Bending Analysis Ck 22.210 Le 15.579 ft Sxx 94.172 in3 Area 53.813 in2 Cv 1.000 Rb 8.647 Cl 0.990 Max Moment Sxx Req'd Allowable fb 0 Center 6.02 k -ft 30.41 in3 2,377.00 psi Left Support 0.00 k -ft 0.00 In3 2,400.00 psi ® Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis ® Left Support @ Right Support Design Shear 4.32 k 3.11 k Area Required 18.006 in2 12.940 in2 Fv: Allowable 240.00 psi 240.00 psi Bearing @ Supports Max. Left Reaction 3.34 k Bearing Length Req'd 1.003 in Max. Right Reaction 2.53 k Bearing Length Req'd 0.759 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection Center Span Location = 0.00 ft 0.00 k -ft 3.34 k 0.0000 in Right Cant. Location =. 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in z z �w QQ J 00; N W =. N LL .w O, 2 1 LL N d = W Z_.. 1— O z I— w �5 U0 O� Q Ir- W W 2 lL t" -- O z N O z Title : Dsgnr: Description Scope : Job # Date: 4:24PM, 14 MAR 06 y/ User: KW oso 4283,Ver5.6.0.1- Dec -2003 Timber Column Design Page 1 (C)1983-2003 ENERCALC Engineering Software beams.ecw.03.14.06 Revisions Description Post supporting beam.adj. to stair 1 General Information ide Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Wood Section 4x6 Total Column Height 9.00 ft Rectangular Column Load Duration Factor 1.00 Column Depth (along y -y axis) 5.50 in Fc 1,350.00 psi Width (along x -x axis) 3.50 in Fb 900.00 psi Sawn E - Elastic Modulus 1,600 ksi Unbraced length for "y -y" axis sideways deflection 9.00 ft Unbraced length for "x -x" axis sideways deflection 9.00 ft Lu XX for Bending 9.00 ft Loads Dead Load Live Load Short Term Load Axial Load 3,340.00lbs 0.00 Ibs 0.00 Ibs Eccentricity 2.000in Column OK z `~ w UO CO 0 CO W J NW WO WQ CO �. = a �W z H F- O z I- W5 U� O N. O H =U H � �O Z W U� H =. O� Z Using : 46, Width= 3.50in, Depth= 5.50in, Total Column Ht= 9.00ft DL + LL DL + LL + ST DL + ST fc : Compression 173.51 psi 173.51 psi 173.51 psi Fc: Allowable 462.32 psi 462.32 psi 462.32 psi fbx : Flexural 378.56 psi 378.56 psi 378.56 psi F'bx: Allowable 1,159.95 psi 1,159.95 psi 1,159.95 psi Interaction Value 0.3991 0.5201 0.5201 Stress Details Fc : X -X 462.32 psi For Bending Stress Calcs... Fc: Y -Y 931.42 psi Max k'Lu / d 50.00 Pc: Allowable 462.32 psi Le : Bending 16.56 ft F'c:Allow ` Load Dur Factor 462.32 psi (Lu -got " NDS Table 3.3.3 factor) F'bx 1,159.95 psi Rb : (Led/ b^2) ^.5 9.446 F'bx * Load Duration Factor 1,159.95 psi Min. Allow k "Lu / d 11.00 Cf:Bending 1.300 For Axial Stress Calcs... Cf : Axial 1.100 Axial X -X k Lu / d 30.86 Axial Y -Y k Lu / d 19.64 z `~ w UO CO 0 CO W J NW WO WQ CO �. = a �W z H F- O z I- W5 U� O N. O H =U H � �O Z W U� H =. O� Z 01311 Anderson - Peyton Structural Engineering Consultants OOO A Division of ACP Consultants, Inc. PROJECT DESIGNED CHECKED SKEET ° OF DATE DATE z i�— z �W QQ� JU UO N J1: LL . W 0 La CO)a = �W z� �- O z �- w LLJ � o U ON : 0 F- W u. O .z W Co O z 31630 23rd Avenuc South. Suite 3 ^_1. Federal W.p, H'A 98003 • Phone: (253) 941 -()929 Fax: (253) 941 -9930 Seattle / Eaxlside (2001 292 -0940 Title : Dsgnr: Description ; Scope : Rev: 510300 User. KW0804203, Ver5.1.3.22•Jurr1999. WIn32 (c) 1983.99 ENERCALC General Timber Beam Description 14' Span over Reception area (south end) Date: Job # l.� Page 1 tukwila aatehou General information' Span= 14.00ft, Beam Width = 5.125in x Depth = 15.1n, Ends are Pin -Pin _ Calculations are designed to 1997 NDS and 1997 UBC Requirements t Section Name 5.125x15.0 Center Span 14.00 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 1.5 8. 5 k 1,546.5 Fb Base Allow . 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi at 7.672 ft E 1,800.0 ksi =Full Uniform Loads Center DL 234.00 #/ft LL 212.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left 150.00 #/ft LL @ Left 300.00 #/ft Start Loc 6.000 ft DL @ Right 150.00 #/ft LL @ Right 300.00 # /ft End Loc 14.000 ft Beam Design OK Center Span... Span= 14.00ft, Beam Width = 5.125in x Depth = 15.1n, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.471 ; 1 -0.241 in Deflection 0.000 in 0.000 in I Maximum Moment 7.168 ft 18.1 k -ft Maximum Shear * 1.5 8. 5 k 1,546.5 Allowable Right Cantilever... 38.4 k -ft Allowable 25.941 in2 18.5 k Deflection Max. Positive Moment 18.09 k -ft at 7.672 ft Shear: @ Left 4.15 k 0.0 Max. Negative Moment -0.00 k -ft at 14.000 ft Max, Right Reaction @ Right 5.69 k 1.984 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in ' Max @ Right Support 0.00 k -ft Cv 1.000 Rb 0.000 Cl @ Center 0.163 in Max. M allow 38.44 Reactions... @Right 0.000 in j 1 fb 1,129.42 psi fv 111.09 psi Left DL 1.98 k Max 4.15 k 1 Fb 2,400.00 psi Fv 240.00 psi Right DL 2.50 k Max 5.69k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.109 in -0.241 in Deflection 0.000 in 0.000 in ...Location 7.112 ft 7.168 ft ...Length /Deft 0.0 0.0 ...Length /Deft 1,546.5 698.07 Right Cantilever... 8.54 k Area Required 25.941 in2 35.584 in2 Deflection 0.000 in 0.000 in 240.00 psi Bearing @ Supports ...Lengt /Deft 0.0 0.0 Stress Calcs 4.15 k Bearing Length Req'd 1.446 in Max, Right Reaction 5.69 k Bending Analysis 1.984 in Ck 22.210 Le 0.000 ft Sxx 192.188 in3 Area 76.875 in2 Cv 1.000 Rb 0.000 Cl 0.000 z Z �W QQ� JU UO W� CO) LL WO J N = W H z I-- O z l- w w U� 0 O t` W u1 LL -0 w z CO .O z Max Moment Sxx Reg' d Allowable fb @ Center 18.09 k -ft 90.44 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.23 k 8.54 k Area Required 25.941 in2 35.584 in2 Fv: Allowable 240.00 psi 240.00 psi Bearing @ Supports Max. Left Reaction 4.15 k Bearing Length Req'd 1.446 in Max, Right Reaction 5.69 k Bearing Length Req'd 1.984 in z Z �W QQ� JU UO W� CO) LL WO J N = W H z I-- O z l- w w U� 0 O t` W u1 LL -0 w z CO .O z ODO ❑0❑ i� Anderson - Peyton Structural Engineering Consultants A Division of ACPConsultartm. Inc. PROJECT JOB # DESIGNED CHECKED SH h OF DATE DATE , I I , a 1 , • �� ir Stt / let , r i _. i ,. , I _ � I • i . I 1 1 : • .., . CAC!�a 4. } „ --� _ 1 • •I t _ I , i I I i - 1 1 ... ; I _ _ 1 I 1 .. - ,. i �. .._ .._.. .,._.I. .1......1 _ j , I I , I 1 I • I 1 I 1 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Rex: (253) 941 -9939 Semllo / Eastside (206) 292 -0940 Z Z CY-W Q � JU UO W= H CO) IL W O �- LL Cl)_ W Z W O W U� U C1 W H i W. H L —0 ui U CO O Z Titis : . Job # Dsgnr: Date: 7:24AM, 20 MAR 06 Description: Scope: Mi: rW4293,Ver5.8.0,1 -Dee -2003 General Timber Beam Page 1 (0)1983.2003 ENERCALC Eng nee6ng Software beams.ecw:03.14.06 Revisions Description Short beam at window between reception /market General Information Span= 3.00ft, Beam Width = 3.5DOln x Depth =11.251n, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x12 Dead Load Center Span 3,00ft .....Lu 3.00 it Beam Width 3.500 in Left Cantilever it .....Lu 0.00 it Beam Depth 11.250 in Right Cantilever it .....Lu 0.00 it Member Type Sawn Douglas Fir - Larch, No.2 ...Length/Defl Allowable 6.1 k-ft Fb Base Allow 900.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pln -Pin Fe Allow 625.0 psi 3.36 k E 1,600.0 ksi Full Length Uniform Loads Center DL 338.00 #/ft LL # /ft Left Cantilever DL #/ft LL #/it Right Cantilever DL #/ft LL #/ft Point Loads Live Load Ibs . Ibs Ibs Ibs Ibs Ibs Ibs ...distance 1.500 it 0.000 it 0.000 it 0.000 it 0.000 it 0.000 ft 0.000 ft 3Ummary Beam Design OK Center Span... Span= 3.00ft, Beam Width = 3.5DOln x Depth =11.251n, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.768 : 1 -0.009 In Deflection 0.000 in 0.000 in ...Location Maximum Moment 4.7 k -ft Maximum Shear * 1.5 4.6 k ...Length/Defl Allowable 6.1 k-ft Right Cantilever... Allowable 7.1 k • D.L. Defl ) ... Max. Positive Moment 4.66 k -ft at 1.500 it Shear: ® Left 3.36 k Max. Negative Moment 0.00 k -ft at 0.000 ft Left 0 Right 3.36 k Max 0 Left Support 0.00 k -ft ® Right Camber: @ Left 0.000in Max ® Right Support 0.00 k -ft @ Center 0.0141n Max. Mallow. 6.06 Reactions... 0Rlght O.00pin fb 756.66 psi fv 115.83 psi Left DL 3.36 k Max 3.36 k Fb 984.79 psi Fv 180.00 psi Right DL 3.36 k Max 3.36 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.009 in -0.009 In Deflection 0.000 in 0.000 in ...Location 1.500 it 1.500 it ...Length/Defl 0.0 0.0 ...Length/Defl 3,885.5 3,885.50 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in 0 Center 0.014 in ...LengttVDefl 0.0 0.0 Left 0.000 In ® Right 0.000 in Z w �QQ � JU 00 to 0 CO W J H CO) U_ w 0 �J U. Q to 0 = z �. I-- 0 Z f_ UJ U :0 C) F- W H c). LL - 0 W Z U= 0~ Z Title : Job # Dsgnr: Date: 7:24AM, 20 MAR 06 Description Scope: / Rev: 5WW4 Page 2 User KW- 0604M.Ver5.B ,o.1.oec.20M General Timber Beam g (c)1883.2003 ENERCALC Engineerinp Software beams.ecw.0&14 -06 RevUbns Description Short beam at window between reception /market Stress Calcs Bending'Analysis Ck 34.195 Le 6.178 ft Sxx 73.828 in3 Area 39.375 in2 Cf 1.100 Fib 8.253 CI 0.995 Max Moment Sxx Read Allowable fb • Center 4.66 k -ft 56.73 in3 984.79 psi • Left Support 0.00 k -ft 0.00 in3 990.00 psi • Right Support 0.00 k -ft 0.00 in3 990.00 psi. Shear Analysis 0 Left Support ® Right Support Design Shear 4.56 k 4.56 k Area Required 25.339 In2 25.339 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing 0 Supports Max. Left Reaction 3.36 k Bearing Length Req'd 1.535 in Max. Right Reaction 3.36 k Bearing Length Req'd 1.535 In Query values M, V, & D @ Specified Locations Moment Shear Deflection Center Span Location = 0.00 ft 0.00 k -ft 3.36 k 0.0000 In ® Right Cant Location = 0.00 ft 0.00 k -ft 0:00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 In z �~ w JU U O CO 0 W = H N tL. w O. LL Q N d z� �- O z H L W �p U ;O N o i— W U. O Ill Z. U CO H � O Z Title : Dsgnr: Description : Scope : Job # Date: 10:50AM, 15 MAR 06 nev: anuvun I User: KW- 0604293, Ver5.6.0, 1- Dec -2003 General Timber Beam Page 1 (c)1963.2003 ENERCALC Engineering Software beams.ecw:Calculations Description Beam 5' East of Stair 1 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Center Span 3.00 ft .....Lu 3.00 it Beam Width 3.500 in Left Cantilever it .....Lu 0.00 it Beam Depth 7.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 #/ft LL #/ft Fb Base Allow 900.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi lbs lbs E 1,600.0 ksi Full Length Uniform Loads Center DL 113.00 #/ft LL 450.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 1,348.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs Ibs lbs lbs, lbs lbs ...distance 1.000 ft 0:000 ft 0.000 it 0.000 ft 0.000 it 0.000 ft 0.000 ft Summary Beam Design OK Span= 3.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.490 : 1 Maximum Moment 1.5 k -ft Maximum Shear ' 1.5 2.1 k Allowable 3.0 k -ft Allowable 4.6 k Max. Positive Moment 1.46 k -ft at 1.008 it Shear: @ Left 1.74 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.29 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.011 in Max. M allow 2.98 Reactions... @ Right 0.000in fb 571.52 psi fv 83.08 psi Left DL 1.07 k Max 1.74k Fb 1,165.41 psi Fv 180.00 psi Right DL 0.62 k Max 1.29 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.007 in -0.012 in Deflection 0.000 in 0.000 in ...Location 1.392 ft 1.428 ft ...Length /Dell 0.0 0.0 ...Length /Dell 4,809.0 2,980.65 Right Cantilever... Camber ( using 1.5 • D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.011 in ...Length /Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in z �Z '~ W JU 0 CO 0 J H U. ul OO �J Wj N = W H z X F- O z 1- UJ �5 U� O co; o w- WW H� UO w z F _ 0 1-- z i Rev 560004 user: KW- 0604293, Ver (01983.2003 ENERCAL Description Title : Dsgnr: Description Scope : General Timber Beam Beam 5' East of Stair 1 Job # Date: 10:50AM, 15 MAR 06 1, Page 2 Bearing @ Supports Stress Caics Max. Left Reaction 1.74 k Bending Analysis 0.797 in Max. Right Reaction 1.29 k Ck 34.195 Le 6.178 ft Sxx 30.661 in3 Area 25.375 in2 Cf 1.300 Rb 6.625 Cl 0.996 M, V, & D @ Specified Locations Max Moment Sxx Read Allowable fb Center 1.46 k -ft 15.04 in3 1,165.41 psi Left Support 0.00 k -ft 0.00 in3 1,170.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,170.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.11 k 1.43 k Area Required 11.711 in2 7.967 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing @ Supports Max. Left Reaction 1.74 k Bearing Length Req'd 0.797 in Max. Right Reaction 1.29 k Bearing Length Req'd 0.591 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection Center Span Location = 0.00: ft 0.00 k -ft 1.74 k 0.0000 in Right Cant. Location = 0.00' ft 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Z Z W JU U CO CO W W = H NU. W } O } ' �J U Q N� = C! F- _ Z F- I- O Z H U� O� O !•-. W U` — O, Z H= . Z 000 Anderson - Peyton 000 Structural Engineering Consultants 0 A Division of ACP Consultants, Inc. PROJECT 5 JOB # DESIGNED CHECKED SHEET I L" OF DATE DATE 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292 -0940 ( i I i Z W JU UO to o J H N LL WO � LLQ to = �W Z= F- I— O Z !- W 5 U� O� C H WW H Z.) U- O .. Z w P= O F- z Title : Job # Dsgnr: Date: 2:33PM, 15 MAR 06 Description Scope : f He 5e0oo4 Page 1 User, KW- 0604293 Ver 5.6.0.1 -Dec -2003 General Timber Beam 1r11GRA.9nn51 FNFRCALC rnninaarinn Snitwn beams.ecw:03 -14.06 Revisions Description General Information 0.760 : 1 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 3.125x12 Dead Load Center Span 12.00 ft .....Lu 12.00 ft Beam Width 3.125 in Left Cantilever 3.00ft .....Lu 3.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 12.17 k -ft Bm Wt. Added to Loads 6.360 ft Shear: Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 36.500pcf E 1,800.0ksi Full Length Uniform Loads Center DL 760.00 #/ft LL #/ft Left Cantilever DL 760.00 #/ft LL #/ft Right Cantilever DL Wit LL #/ft Beam Design OK Span= 12.00ft, Left Cant= 3.00ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.760 : 1 Total Load Left Cantilever... Dead Load Maximum Moment Deflection 12 .2 k -ft Maximum Shear * 1. 5 6.3 k Allowable ...Location 16.0 k -ft Allowable ...Length /Defl 11.3 k Max. Positive Moment 12.17 k -ft at 6.360 ft Shear: @ Left 4.91 k Max. Negative Moment -3.46 k -ft at 0.000 ft @ Right 4.33 k Max @ Left Support -3.46 k -ft 0.565 in Camber: @ Left 0.363in Max @ Right Support 0.00 k -ft 0.363 in Bearing Length Req'd @ Center 0.565in Max. M allow 16.02 0.000 in Reactions... @ Right O:000in fb 1,947.80 psi fv 166.67 psi Left DL 7.21 k Max 7.21 k Fb 2,562.48 psi Fv 300.00 psi Right DL 4.33 k Max 4.33 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.377 in -0.377 in Deflection 0.242 in 0.242 in ...Location 6.120 ft 6.120 ft ...Length /Defl 297.2 297.2 ...Length /Defl 382.0 381.97 Right Cantilever... 5.38 k Camber ( using 1.5 • D.L. DefI) ... 17.949 in2 Deflection 0.000 in 0.000 in • Center 0.565 in Bearing @ Supports ...Length /Defl 0.0 0.0 • Left 0.363 in Bearing Length Req'd 3.552 in Max. Right Reaction 4.33 k • Right 0.000 in Stress Calcs Bending Analysis Ck 19.865 Le 22.431 ft Sxx 75.000 in3 Area 37.500 in2 Cf 1.000 Rb 18.190 Cl 0.854 Z ;��-- Z �W 1 U UO W= F- CO WO 9 -1 LL Q U � = H W Z F- h- O Z H W W U� O� 01-- W H F- ti O W Z CO O I- Z Max Moment Sxx Req'd Allowable fb @ Center 12.17 k -ft 57.01 in3 2,562.48 psi @ Left Support 3.46 k -ft 14.08 in3 2,952.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,000.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.25 k 5.38 k Area Required 20.834 in2 17.949 in2 Fv: Allowable 300.00 psi 300.00 psi Bearing @ Supports Max. Left Reaction 7.21 k Bearing Length Req'd 3.552 in Max. Right Reaction 4.33 k Bearing Length Req'd 2.131 in Z ;��-- Z �W 1 U UO W= F- CO WO 9 -1 LL Q U � = H W Z F- h- O Z H W W U� O� 01-- W H F- ti O W Z CO O I- Z • Title : Job # Dsgnr: Date: 2:33PM, 15 MAR 06 Description : Scope r Rev: 560004 User: KW-0604293, Ver 5.8.0, 1- Dec -2003 General Timber Beam Page 2 (01963 -2003 ENERCALC Engineering Software beams.ecvr03 -14.06 Revisions Description Double Cantilevered Beam Query Values M, V, & D @ Specified Locations Moment Shear Deflection Center Span Location = 0.00 ft -3.46 k -ft 4.91 k 0.0000 in Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft -3.46 k -ft 4.91 k 0.0000 in Z Z w JU 0 N a W= J H. CO LL W O U. Q i— W ZF H O. Z H w w U� O N. D I—, W U1 Z ~ O ! Z O I—:. Z .. ti 2004 Washinaton State Nonresidential Enerav Code Compliance Form 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Info Project Address RESIDENCE INN - TUKWILA Date 9/26/2005 2114 NORTH 303RD ST For Building Dept. Use TUKWILA, WA 98403 Applicant Name HV ENGINEERING, INC. Applicant Address: 7100 LINDEN AVE. N. 0 SUITE 1 Applicant Phone: 206- 706 -9669 ncUCIVtU Project Description REPLACE EXISTING HVAC SYSTEMS CITY OF TUKWILA Briefly describe mechanical OCT 2 2005 system type and features. 'a , it No. PERMIT CENTER ❑ Includes Plans Inclu ( documentation requiring compliance with commisslont ng requirements, Section 1416. nrrnp" --A _ -- I QQ Simple System Q Complex System O Systems Analy"M Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Coolin g Equipm Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location CU-01 TRANE TTA04BC300A 47000 1600 600 10 .00 NA EQUIP. PAD CU -02 TRANE TTA036C300A 36400 1196 300 10.90 NA EQUIP. PAD CU -03 TRANE TTA048C300A 47000 1600 400 10 .00 NA EQUIP. PAD CU -04 TRANE TTA024C300A 23800 791 200 10 .90 NA EQUIP. PAD CU -05 TRANE TTA04SC300A 47000 1600 600 10 .00 NA EQUIP. PAD CU-06 MITSUBISHI PU12EK 12500 490 1 11.50 NA PHONE RM. Heatin g Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficienc 4 GF -01 TRANE TUX10OC948 100000 1600 600 100000 93000 93.000 OF-02 TRANE TUX06OC936 60000 1196 300 60000 56000 93.000 GF -03 TRANE TUX10OC948 100000 1600 400 100000 93000 93.000 GF -04 TRANE TUX040C924 40000 791 200 40000 38000 93.000 GF -05 TRANE TUX10OC948 100000 1600 600 100000 93000 93.000 Fan E ui ment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service EF -01 CAPTIVE AIRE DU25HFA 450 0 .50 0.25 CV FOOD PREP EF -02 GREENHECK C SP- 228 (���{{�, TT 6Q 0.50 144 WATTS CV HOUSEKEEPING AREA RGVI F , 'If available. 2 As tested acco applicable. 5 Flow control types: t to kI'1M 4-a - k1rr&'g TV1�d ' 3 f required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as able air vj4gp"V 'db FdMtant volu a (CV), or variable speed (VS). DEC 2 9 ZU05 I f TIIAKWH Z -Z Q , W QQ� JU UO O W= C0 L WO L Q rn � = �w Z H O Z t— w W U� O� 0 H- WW LL — 0 --z W CO O Z 2004 Washington State Nonresidential Energy Code Compliance Form P lans Mechanical Permit 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 200. Project Address RESIDENCE I NN - TARWILA Date 9/26/2005 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule a. a• 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency s. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yea 1412.1 Temperature zones Indicate locations on plans ALL yea 1412.2 Deadband control Indicate 5 degree deadband minimum M1. n. a. 1412.3 Humidity control Indicate humidistat - yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M1.0 yea 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M1. 2. a. 1412.4.2 Optimum Start Indicate optimum start controls - a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule - a. 1412.6 Combustion htg. Indicate modulating or staged control - yea 1412.7 Balancing Indicate balancing features on plans ALL a. a. 1422 Thermostat interlock Indicate thermostat interlock on plans a. a. 1423 Economizers Equipment schedule - 1413 Air economizers a. 1413.1 Air Econo Operation Indicate 100% capability on schedule i. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb - a. 1413.2 Water Econo Doc Indicate cig load & water econoe & cig tower performance - a. 1413.3 Integrated operation Indicate capability for partial cooling a. a. 1 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary M1 .0 yea 1414.2 Duct insulation Indicate R -value of insulation on duct M1. a. a. 1415.1 Piping insulation Indicate R -value of insulation on piping 14 16 lCompletion Requirements yea 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation does. M1. yea 1416.3.2 Air Balancing Indicate air system balance requirements M2.2 a. a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements - yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M1.0 a. a. 1424 Separate air Sys. Indicate separate systems on plans - yes Mechanical I Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (S ections 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool healer efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover IT "no" is circiea ror any question, prvviae explanation: A Z �Z W QQ � JU UO C/) o J = F— N LL WO §5 LL Q U � �W Z F- t-- O Z H U� ON C) l— WW H UO W Z U= O Z RESIDENCE INN GATEHOUSE REMODEL TUKWILA, WASHINGTON 7/21/2003 9/5/2003 Revision #1 9/30/2005 Revision #2 LIGHT LIGHTS LIGHTS NEW NET WATTS TOTAL TYPE DESCRIPTION REMOVED REUSED LIGHTS CHANGE EACH CHANGE A 2x4 (3 -lamp) Fluorescent Troffer 0 0 2 2 93 186 A2 2x4 (3 -lamp) Fluorescent Troffer 0 0 3 3 93 279 B 2x2 (3 -lamp) Fluorescent Troffer 0 0 10 10 53 530 C 2x4 (3 -lamp) Fluorescent Metal side 0 0 0 0 93 0 D Incandescent Pendant 0 0 5 5 75 375 D2 Incandescent Pendant 0 0 3 3 150 450 F 4 ft. (1 -lamp) Fluor. Undercabinet 0 0 4 4 39 156 G Incandescent Picture Frame 0 0 1 1 40 40 J Wall Sconce 0 0 3 3 75 150 K Table Lamps 0 0 2 2 75 150 R1 2x4 (3 -lamp) Fluorescent Metal side 9 6 0 -3 105 -315 R2 1x4 (2 -lamp) Fluorescent Wraparound 9 2 0 -7 82 -574 R3 Downlight with Clear Reflector 9 6 0 -3 75 -225 R4 4 ft. (2 -lamp) Fluorescent Striplight 8 3 0 -5 82 -410 R5 Incandescent Pendant 4 4 0 0 75 0 R6 Incandescent Pendant 3 3 0 0 150 0 3 ft. (2 -lamp) Fluor. Striplight 4 0 0 -4 74 -296 2 ft. (1 -lamp) Fluor. Wall 2 0 0 -2 25 -50 Track Spot Lights 5 0 0 -5 150 -750 Incandescent Lampholder 1 0 0 -1 100 -100 NET CHANGE -404 Lighting Track 16 If 0 -16 If NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. h Ir• f r q t t ;J 3 N i SSS 2 ..i ii a i j I i i i j I REVIEWED FOR CODE COMPLIANCE DEC 2 9 2005 I C(ty Of"tUkwila RUT1.11I NG r)TIITSTON 4 lG P '�•F w • sti ••. • o iN :C0 012 • • . GISTE� •• r\ NAI+�� r 700 Anderson - Peyton Sheet 1 of 'ZS 700 Structural Engineering Consultants Date: 9/19/2005 X00 A Division of ACP Consultants, Inc. Design By: TMP Vertical, lateral, and foundation structural calculations for Gatehouse Project & Location Residence Inn Tukwila Gatehouse Remodel 16201 West Valley Highway Tukwila, WA Client: Riebe & Associates, Inc. 2110 116th Ave. NE, Suite D RECEIVED CITY OF TUKWILA Bellevue, WA 98004 OCT 2 7 2005 Structural Anderson - Peyton Engineer: Structural Engineering Consultants PERMIT CENTER 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 Project Number: 03 -028 l Fm CM Jurisdiction: City of Tukwila, WA Pemft No. Code: 2003 IBC plan r wi to errors and omissions. Loads: I. Vertical Live Loads: 15 si P R t oof PSF Floor 40 PSF Exit Facilities 100 PSF. II. Lateral Loads: L4_ _._. �....._�... .. Exposure B Wind Speed 85 MPH Seismic Design Category "D" III. Soils data per below: Allowable Soil Bearing Capacity = 1500psf (assumed) Soil Profile Type = S default) Z N W . I JU UO to G U. W O �� LL � = W Z F-. 1-- O Z 1•-. W UJ �p O CO, o�- WW �U - z 11J U =. O Z PROJECT NAME: Residence Inn Tukwila Gatehouse Remodel SHEET 1 ' 1 OF l� PROJECT NUMBER: 03 -028 VER 2.0 (6/99) a ANDERSON - PEYTON 07/09/03 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: TMP y P ROOF LOADS: >I 7 M �n {j t l'4 �i Total Roof Load: �a FLOOR LOADS: r . Total Floor Load: 1 it f a l ;t I� 1 Roof Dead Loads: 1/2" Concrete Tile 9.00 PSF APA Rated 5/8" PWD 1.80 PSF #30 Felt 0.30 PSF 2x12 @ 16" o.c• 3.30 PSF Insulation 0.20 PSF (1) Layer of 5/8" Gypsum Ceiling Board 2.80 PSF Mechanical & Electrical 1.20 PSF Miscellaneous 1.40 PSF Total Roof Dead Load: 20.00 PSF Totai Live Load: 25.00 PSF 45.00 PSF Floor Dead Loads: 1 -1/2" Concrete 15.60 PSF 3/4" T &G Plywood /OSB 2.30 PSF 2x10 @ 16" o.c. 2.80 PSF (1) Layer of 5/8" Gypsum Ceiling Board 2.80 PSF Mechanical, Electrical, Misc 1.50 PSF Total Floor Dead Load: 25.00 PSF Total Live Load: 40.00 PSF P 65.00 PSF Z !� W , UQ Co w H N LL W LL = f- W Z 1— ZO W gy U 0 E- W W. U- O. ui Z U =� O ~: Z r • 0 0 0 0 0 0 0 CJ 0 s z C J G GS i c C W 0 U d a X a CD 0 �c 0 0 Z E XISTNG GA1EWJ6E (HATCHED) ADDITIONS TO GATEMOUSE MMID) SITE VICINITY MAP NOT TO SCALE ... ,. ... j •� w R w.. w • .. J..:. Irk .r n REAR ERTRANCE / :y • ••� I R90T mmup M. weir BUILDING LOCATION PLAN NOT TO SCALE / ' � t CONTRACT LIMITS VALLEY HrOGAY. APPLICABLE CODES: 4C 1 1 NTERNATiONAL hE(X*W,AL CODE 2003 EDITION 4 WFORM PLUMBING CODE 2003 EDITION OPEN STANDARD NTE"TIONA. FIRE CODE 2003 EDITION OPEN COMPACT WASHINGTON STATE ENE SY CODE JULY 2004 EDITION OPEN HANDICAPPED WASHNSTCN STATE VENTILATION AND MOOR AiR SLAB QUALITY CODE JULY 2003 EDITION OCCIJPAVCY N N Ste B OFFICES, MEETING R" 820 F -I LALNDRY , CONSTRICTION: TYPE V - A SPRNCLED W/ HILL 0 SYSTEM SEISMIC ZONE: - ,r6WAY e cur WATER DISTRICT: USE EXiSTNS SERVICE �o ,w SITE PLAN P•30' -& NOTE &M PLM WM MATNON iS TA PM IRWM AS BIA.T 51RVEr AD PREPARED Sri W C off'r LA10 BURVEYNG CO. 4610 20M ST. SLIL WM A LYMEIIJOIOE3, i64 °JCO36 (4251!16 -216 1)M fvWW appmW is s1b)ect 10 alas and pp� 1A1 Of aofru[bM doalllle b does ra allMMS 90 violation of &-W code or aTdiT1inx- 4)f appwad >�� � - d is adalNlwm� I { D AP PROJECT INFORMATION LOCATION: APPROXMAMLY I MILE SOUTH OF 1 -405 AHED THE WEST CONTRACT LIMITS VALLEY HrOGAY. APPLICABLE CODES: BUILDING CODE 2003 EDITION 1 1 NTERNATiONAL hE(X*W,AL CODE 2003 EDITION PARKM PRIOVIDEP WFORM PLUMBING CODE 2003 EDITION OPEN STANDARD NTE"TIONA. FIRE CODE 2003 EDITION OPEN COMPACT WASHINGTON STATE ENE SY CODE JULY 2004 EDITION OPEN HANDICAPPED WASHNSTCN STATE VENTILATION AND MOOR AiR SLAB QUALITY CODE JULY 2003 EDITION OCCIJPAVCY A HEARTHROOML SERVW:s Ste B OFFICES, MEETING R" 820 F -I LALNDRY , CONSTRICTION: TYPE V - A SPRNCLED W/ HILL 0 SYSTEM SEISMIC ZONE: 3 SHIER DISTRICT: USE EXISTING SERVICE WATER DISTRICT: USE EXiSTNS SERVICE I SITE STATISTICS I TOTAL SITE AREA (444 ACRES) 193.465 Sc1FT. (IM x) CONTRACT LIMITS REMODEL EXISTINS GATEHOUSE BUILDWs TOTAL E)dSTNG BUILDINGS S RESIDENTIAL POOL HOUSE 0011 MON MLONG 1 1 TOTAL WITS 144 UNITS N, (EXISTNS NO CHANGE) PARKM PRIOVIDEP Q OPEN STANDARD 108 STALLS OPEN COMPACT 41 STALLS OPEN HANDICAPPED 4 STALLS SLAB TOTAL PROVIDED =153 STALLS IBC AREA DATA CU90M UPPER TO AREA E>d5TMrs BUILDNCs 3,534 801F1 1,40 S(i FT. 4X2 Sl2l:T. HEATED AREA DATA GROUSE tn TOTAL now F AREA EXISTSIG BULDNG 3" SM. 1.483 sa FT. 5.m SOFT. I3U1L.DM HEIGHT 2- STORES 24`- 0 3/4' LEGAL DESCRIPTIONS: FRCM LANYER5 TITLE NSORANCE CORPORATION TIME COMMITIMENT N 15ER 800Fi9DC PEEL 'A" LOT 2 OF- SNORT PLAT W. 84- 31-SS, ACCO OM TO TIE SOM PLAT RECORDED UNDER IOM COINTY RECORDING NO 850I030U& SIT"'M N THE CITY OF Ti1Cal.q, CO LINTY OF ICNCs. STALE OF IIAWMTOIL PARCEL 'B" A PERPETUAL. A VWErANT EASEMENT FOR TIE 086FIT OF LOT 2 OF SFIORT PLAT NO 84- 31-55. ACI.ORDNG TO TIE SHORT PLAT RECORDED UNDER REC04DNrs NO. 850103014& FOR PURPOSES OF WARM. EGRESSS, UTS.RES, PARICIft LA-NDd APW GRADED N THAT CERTAIN EASEMENT AND MANE94ANCE MREEMENT OE1YEEN TULRLA PARK ASSOCIATES A5 GRANTOR TO 1LMA tIOTEL ASSOCIATES LIi BI PAR! GIWIP EEC0RDW JAN1ARr T1. 1*26 N OFFICIAL RECORDS OF KNG COMM UNDER RECORDING ND- S IM" AND AS AVOW BY THAT CLERTAN AM VME4T TO EASEMENT AND I UMENANCE AC44MMENT RECORDED FEBRIARr °.L, W UNDER RECORDING W. 810205003 AND RRTIER ANTED UAT CERTAIN AMENDMENT NO 2 TO EAS01ENT AND ttAN WIANCE AGREEI TENT RECORDED WCORDED ARYA IST L W IHX R RECORDING NO. 8100VTO G; SMIATE N TIE CITY OF TiIQKA COMY OF 10VI. STATE OF 048HNrstON. GENERAL SITE NOTES L DE COMRAGFM 15 TO VISIT THE SITE 00 BECOIME FO A2 WITH BE EXBTNG GOtrl�1T1AJ5 2. CCIGRAGTOR B TO LEAVE ALL AREAS ADJACE16 TO TIE Mill COMPLETM SMICTIff PROPERLY GRADED /WAY FROM TIE 811LDm ANY AREA DIS1U mm BY CONSTRICTION SHOE! M Gta' M TO MATCH A" CENT MADES &V READY TO WEIVE SOD WASHINGTON ENERGY,, AU CODE COMPLIANCE KfrA"" OF ARM DISTURBED BY CONSTRICTION "-TWD CF CCI1PLLANCE: TIE VALES NOW 8EL01I MEET OR EXCEED THOSE IWARED CPAPTER O - FFIESCRVE PAiN AFFMACH FOR ALL OGCIVANCEB CLIMTE 7,C•NE 1- HEATHS 15Y MAN RELS (IEAT PUMP) 05EG 13101& 4 TABLE 8-1 CAAZW z tw DOORS CELNS VAILTE'.D WILL CI4LL RAIL ROM SLAB FLOOR GLAZHrs it -VAUIE Ste CEi M 820 W. Da NOT USED ON AREA U YALE W. MECHANICAL 4 PLUMBING ENGINEERiNG PW PL.uM1a1NG LEGENDS AND SCIEDL L.ES BELOW BELOCI P2J FIRST FLOOR PLUMBWG PLAN P22 SECOND FLOOR PLUMBING PLAN 0*0 R-30 R -21 ft-1 NIA tiA R-8 R t0 WE- N E5 L. CAVTTAWAR THAN TIE lE I ED MLATIO NI VAU>E FELL VOID E1TRELY (EXICEPT FOR IEOURM VE'NT"1lASI AREA)VITH RNSMATM Ms dNaliW�n lo E■.rEI, �1. W"Widude pbn i i a OF DRA ARCHITECTURAL L. AU COVER SHEET / SITE PLAN \ Ala GROUND FLOOR BUILDNG PLAN 1 A22 UPPER FLOOR BUILDING PLAN 1 AW BIJiLOWG ELEVATIONS A4J NOT USED A42 NOT USED A43 BUILDING SECTIONS AND INTERIOR ELEVATIONS A5J TYPICAL CONSTRUCTION ASSEMt3LiE6 4 DETAILS A62 DOOR WINDOW, AND FINISH 601 -S LILES STRUCTURAL ENGINEERING Ste STRICTURAL NOTES 820 2ND FLOOR FRAMING / FOUNDATION PLAN 62J NOT USED M NOT USED U W. MECHANICAL 4 PLUMBING ENGINEERiNG PW PL.uM1a1NG LEGENDS AND SCIEDL L.ES P20 FL" Ws SITE PLAN P2J FIRST FLOOR PLUMBWG PLAN P22 SECOND FLOOR PLUMBING PLAN M1.0 HVAC SCHEDULES AND LEGENDS M2J FIRST FLOOR MECHANICAL PLAN 1'122 NOT USED (GENERAL NOTES L IT B TIE WENT OF IME CCOTRICTiON DOC1iM65[TS THAT ALL IiWA K SHALL BE PER1;W ED Of ACCORDANCE OW ALL OF THE S OF THE APPLiCABLE CODES 1.611 atom PRIDJEECT W- 010"1A710N AS BELL AS ALL 6OVE10M FEDERAL LOCAL ORDNANCE& 2. PRIOR TO TIE CurrE CH'6TR OF ANY PORTION OF TIE WOM TIE CONTRACTOR SHALL NOW TIE ARCI•Wa Cr- Mr D1SCRB'M1C S, NOW Mars OR BETILEETI TIE CO MACT DOAtSM. OW t- FROVIDED IIFORUITION, SM CONDITIONS, MANFACTLM WCO tIMATiM. OR CODES, tiECALATI NS, OR FUM OF AIRISDICTIONS HAVNS AUT1101M. 3 PRIOR TO THE: CCrPV CI9 RR OF ANY PORTION OF TiE RORK TIE CONTRACTOR SHALL BECOME FAMILIAR UM TIE CO URAG•T DOCIU MENTS, OILER: PROVIDED *FOR'1A1I01t Mb SITE 1COND1TIM, NCUC* S'rff.M FIELD MEASUFVV 3 AS NECES&W 4. TIE CONTRACT DOCO'SITS ARE COMP S1WARY AND CHAT IS REQMW BY ONE SIRALL BE BN WS AS F IEQM SY ALL 5 RIWETMVE FEATURES NOT NDICATED N TIE DRASM EVEMMRIE TWAT TIEY OCCM SHALL BE PROVIDED AS F DRAW N Fill.. 6. ALL DMMM ARE TO THE FACE OF FRAhM OR FACE OF CCNCRETt?, 04M NO1ED OTIERWSE CONTACT ARCHTECT FOR CEARF1CA"aa 1L UNDER NO CIRCWWMCES SHALL TIE DRAIINGS e1E SCALED IT SHALL BE TIE COMRACTORg RE CCHOIBLITY TO CONTACT TIE ARCi#TEiCT MTH ANY (AST10N5 REGARDING DIMENSIO18 'L & MORE A MANIFACRINED PRODUCT OR SYSTEM IS USED N GON II NCT10N ON TIE AORG TIE CONSTRICTION DOOUMM DENTFY..ATION OF TWIT MlNFAG11L1QtD PRODUCT OR SYSTEM SHALL MANDATE TWIT TIE COMRACTOR SWILL MULL 11G TUWFAGiIIRED PRODUCT OR SYSTBT UM ROWS 001 FLiANCE UTT14 TIE MINFACILiMft IRITM NSTIIICTIONS A4DJtOR REC011W4DATROI4 . N TIE EVERF THAT ANY aESTION RE6ARDNG THE INSTALLATION OF A HMFAC11I ED PRODUCT OR SYSTEM EXISTS. TIE COMPACTOR SIRALL. MQEW CLARIFICAIM FROM TIE ARCHITECT IWAARDNS TIE S19TALLATION SRS Cr- THE MANFACVMD FR0D11GT OR SYSTEM. F TIE COMRACTOR PROCEEDS VIN TIE INSTALLATION OF /NY MADIFACTIM PRODUCT OR SYSTEM ium= Mr PRIOR CLAW"" fIEQF -STS TO TIE ARCHITECT. TIE CASrtRACTOR SHALL AtS E 10" CtVIPL.WrCE &M ANY ANA ALL REMIRR'lENTS *V/OR REGOITMATIA46 OF INSTALLATION of TIE M40ACIURED FROM= OR SYSTL3L GENERAL PLAN NOTES t DI1GT ALL po4Atb FAN;3 TO TIE DuTSIDE ARIOSP=F-FS"Af. 2. ALL Wa'LACEb TO 8Et >:LEGT iMTL W DG APROVA - AM SPECFICArOISASD MANE WO eIDAMNS SHALL EE VEINED AND EX15AIiED ON INSTALLATION. ALL WIRE AV COVW F06TRATLON3 STALL ACIAMT TIRE. AR WILIRATCH AND 501101AMW.. 3 VERFT ALL DVII34MON6 N THE FED L PROVIDE FSEMA CKNG 0 ALL PENETRATIONS OF FOE RATED ASSEMBLES PER APPLICABLE B &DIM CODES. (SEE PBSEWATION NOM SAT ASP SPRINKLER NOTES L THE RE IS14 6 AND ADDITIAG LNJ1E WAT® N WEE OOCU M REQZE REVISIONS 40 A00606 TO TIE E6aTM SPRB MER STSSWt r1 E C04RAC TOR SHALL DOW AND PROVIDE A COMIU E CRY AFFROWW SYSTEM. AL EXI9M SERI ICLEE W-M* SHALL 9E 103U O LM NEW SEMI- RECE53® 0491% HEAD& COL,O R TO 8E &M INSULATION SCHEDULE t ALL WILL CZVTTiES SMALL BE FLUID 0017q E*ELY TO IWAARED NSILATAI VALOi,E DARTS MIAIT eE CbT TO RT AROUND SM APO 1gLJa'EWo I" . I ALL CELLWA W&AArO4 944L BE iNNALLE D T011011 D R YAlUE& F MCI SALAW4 01!l W. E',�Ars MW *vkL 64 R YAi.1E ASD REQIXIED OEF rA Of NSLLArOt 1044 ATIA4 oe"R1+ MY I E A,VERKAD SOW TRAMS FVCV iT A&L DEBPAL 36 ALL DA'IEWC HOT 94M Sts MY PPM SMALL iDE NAT® W N It 3 PIPlN>rs NUA M FOR TIE FWf LIAR FEET t•1A M TIE 44tER 14 AIEQ ARD H ALL WCOIND D SPACE & 4 ATTlG ACCE34:Ai1GES SWRL TAE BATTLED TO REWM THE NW ;W R -VALa Ao5 liE� E� N IFE CE1:ACs Ui�TIE�LT® CA!®80M1® OARE3 ATE llO�f 5 FF 4X YA OC R SIAWWt QA Of1isM1 SM CIF ALL UMM R .00RS a CEUM& 4WIdP FlOLVIENALDEORI13W FACED SETTS) PROJECT TEAM App! �a�+IgrGo It I� Tea USA 3 340 Royal Poinclana y aGn�ch,, .33 l 83 - CONTACT: Tomas V. Rodriguez Architect Riebe 4 Associates, inc. 2112 Ilbth Avenue NE Suite A Bellevue, ills. 98004 (425) 451 -4004 Structural Engineer: ANDERUM- PEYTON 31620 23rd AVE. 5. FEDERAL WAY, WASNWON 98003 (253) 941 -9929 Mechanical Engineer: NV ENGINEERING, inc. 1100 LINDEN Ave. N. M SEATTLE, 3\ END Atf = ABOVE FIISSEED FLOOR BB = BREAD BOARD � BF. = 151 -FOLD (DOOR) < GD BP. • BI -PASS (DOOR) z r BS1"IT. _ SIT W t • CENTERLINE CONT. • C %ffNUOUS Cr om DISP. • DISPENSER MEWED FOR Ea = EcluuaL QODECOMPZ;ANtF- M = EXPOSED U W. • ECEEROR 600anuctl EA11 = EACH WA W H FDTN • FOMATiON MpK 2 4 2006 FE = FINNED Elm l S) FF. • FNISH F LOOR FLUSH FRAPE (BE -- = FIREPI -ACE Of T �� FTC. CAB = fOOTENCs = GYPSUM BOARD R11jln'�� nn�i�1N GYP,SHTG. =GYPSUM SI•E£AT1M HC = HANDICAP 14C, = HOLLOW CORE (DOOR) HMZ = HORIZONTAL. WT. _ #EIGHT HINT = HOT WATER TANG LOC. = LOCATION MC =11MICINE CAMT OSB = ORIENTED STRAND BOARD PT • PRESSURE TREATED PLAM = PLAMUC L4MNAiE REV = REVERSE REGO = AIRED PA = ROU6314 SAIIN 64)BLP = SHELF AND DOUBLE POLE 54P = 64MF AND POLE 6E3 = SOLJD WARM S F rS' = UB4 LO�OR SM = 614ELVE SR =SHOVER ROD CNTY LA SJc = $OLID CORE (DOOR) MA 2 2 2006 TB = TOM BAR TP = TOP OF PLATE PE.FiMii•CE� WD = TOILET PAPER DISPENSER M. - TYPICAL UND_ vs = VW BLOCK = UNLESS NOTED OTHE:F&SEf N VM. vear'AL LING =WATER CLOSET , - - L >- 00 00 Z" � M � Z H Z < GD U <oCD z r zo� " to d W Coe = W to �W Cr om W L >- 00 00 Z" � M � Z H Z < GD U <oCD w W zo� " to W LL- CL i = W to �W Cr om B � V1 �< M 0- L z Z" 3 z z 00 H Z Z U WQ Laa� HJ to Q3 > / w Z N Ov �W Ld (.9 >< ZZ� V1 w 0 a ?� q I U W to �� to �J� W H N J W W U N Co Q CAULHING SCHEDULE L CAULK rtV FOLLOOM AREAS N tat OR DISiMMM CANSi WION. A) DOERIOR SLL PLATYS TO BE SEALED TO FOMATI N OR SLAB 9M APPROVED SEN.ANT OR FRe'1ANFAGMW Su SEALER& W EXTE13M SOLE PLATES TO SE CAVED OR AJ TO 51 FL OiOR Ca CALK OR GLUE 8EXEEN REi JOIST 4 TOP PLATE, AND R M JOIST 4 FLOOR C#M 0) CAULK OR SEAL UN FOM 8E111EIN ALL ROM FRA'1M 4 DOOR AND LOV00 E) CALK OR SEAL SERE N ALL MILTLPLE & D FRA?M AT CORNERS AND APO" WV= 4 DOORL F) ALL PLi!'BNrs t ELECTRICAL ROM N EX03WR 4 M8WR GALLS, FTA012 OR CELM SHALL BE SE, W TO PREVENT AM INFILTRATION, SM E3EGnaCAL MY PASSES HOlR MOALLY T1ROM A GALL STID, NO SEALNCs 15 REQM PP ULM THAT SW PEETRATES IRE OLODIM WE L'. TIE POEWTIONS N �TAGLK SMOGS, 00 OTTER ELECT( & BOXES "Or 8E SEALED N BOTH INTERIOR 00 OCTEOM WLU& W ALL Fl3eWTIM N EXTERIOR 1061.0, FLOM, AND CELINGS &ML BE SEALED. iD PROVIDE WA" WiCRQY "ATIENALS AT ALL NT'7i5c 6GT0" of CO1MTRILIM COMPMIGS AT TIE EX1ERKM OF TIE BULDM COLORS ARE TO MATCH TIE ADJ A EfT SWACESS AID 8E APPROVED BY THE OWNERS R SENTAME F"M TO NSTALLATIORL V PROVIDE BEAD OF SEALA ff 0 EACH SM OF PAMY WEE. SILL PLATE TO NM NO GAPS DEVELOP TO A rO!! SOIRND Wj*& RfKX J) ALL EDGES OF BALL C0VMrA,0G E THEY ATSUT DiStR AR SLWACES A;E TO ESE CAALI® MTH Al APPROVED SEALANT: C41.005, APE TO 11E SELECTED ar cum K) ALL �GlFAiTE TOGRJ41iTE' JOh'R'i ARiE TOlSE CALLKfD iO1I1 AN APP'RIOVEC► CLEAR SUGON SEALANT. ALL %ROM TO DG MJR SURFACE J WS AE TO 8E CALM iN TN M APPROVED SEALANT. Cam TO OE OR-COM or Otl►ER HUD FORMALDEHYDE STANDARDS L ALL FOR GRADE PANGS (50FFLIOW, PLYiA7i0D. 64FElEOOM, on. FIE)IOLIG PARrGAL 80ARD): W CARRY STA MF S 90C.ATNrs THEY tM TIE LID FORIOLVElaDE 0I3690 6 StACU Afl PA GL S:AIr' PM EXPIO&W : OR INTERIOR! 14"ALSO 8E tow L ALL PFAXXM 14CLLOM CAM EM, T.Wt CAIRFET, 4 CR443M PETER CZ TnY Ur"1 T#E MID STMAlM OR ESE MADE MiN F1491WOMMOENYM RL- (E(iER RGRADE OR EF0&W iI GRADE). � f ul eL z z 3 z i--1 " OH H Z Z U 0 Uj = �i z Q3 > / w W N R CAULHING SCHEDULE L CAULK rtV FOLLOOM AREAS N tat OR DISiMMM CANSi WION. A) DOERIOR SLL PLATYS TO BE SEALED TO FOMATI N OR SLAB 9M APPROVED SEN.ANT OR FRe'1ANFAGMW Su SEALER& W EXTE13M SOLE PLATES TO SE CAVED OR AJ TO 51 FL OiOR Ca CALK OR GLUE 8EXEEN REi JOIST 4 TOP PLATE, AND R M JOIST 4 FLOOR C#M 0) CAULK OR SEAL UN FOM 8E111EIN ALL ROM FRA'1M 4 DOOR AND LOV00 E) CALK OR SEAL SERE N ALL MILTLPLE & D FRA?M AT CORNERS AND APO" WV= 4 DOORL F) ALL PLi!'BNrs t ELECTRICAL ROM N EX03WR 4 M8WR GALLS, FTA012 OR CELM SHALL BE SE, W TO PREVENT AM INFILTRATION, SM E3EGnaCAL MY PASSES HOlR MOALLY T1ROM A GALL STID, NO SEALNCs 15 REQM PP ULM THAT SW PEETRATES IRE OLODIM WE L'. TIE POEWTIONS N �TAGLK SMOGS, 00 OTTER ELECT( & BOXES "Or 8E SEALED N BOTH INTERIOR 00 OCTEOM WLU& W ALL Fl3eWTIM N EXTERIOR 1061.0, FLOM, AND CELINGS &ML BE SEALED. iD PROVIDE WA" WiCRQY "ATIENALS AT ALL NT'7i5c 6GT0" of CO1MTRILIM COMPMIGS AT TIE EX1ERKM OF TIE BULDM COLORS ARE TO MATCH TIE ADJ A EfT SWACESS AID 8E APPROVED BY THE OWNERS R SENTAME F"M TO NSTALLATIORL V PROVIDE BEAD OF SEALA ff 0 EACH SM OF PAMY WEE. SILL PLATE TO NM NO GAPS DEVELOP TO A rO!! SOIRND Wj*& RfKX J) ALL EDGES OF BALL C0VMrA,0G E THEY ATSUT DiStR AR SLWACES A;E TO ESE CAALI® MTH Al APPROVED SEALANT: C41.005, APE TO 11E SELECTED ar cum K) ALL �GlFAiTE TOGRJ41iTE' JOh'R'i ARiE TOlSE CALLKfD iO1I1 AN APP'RIOVEC► CLEAR SUGON SEALANT. ALL %ROM TO DG MJR SURFACE J WS AE TO 8E CALM iN TN M APPROVED SEALANT. Cam TO OE OR-COM or Otl►ER HUD FORMALDEHYDE STANDARDS L ALL FOR GRADE PANGS (50FFLIOW, PLYiA7i0D. 64FElEOOM, on. FIE)IOLIG PARrGAL 80ARD): W CARRY STA MF S 90C.ATNrs THEY tM TIE LID FORIOLVElaDE 0I3690 6 StACU Afl PA GL S:AIr' PM EXPIO&W : OR INTERIOR! 14"ALSO 8E tow L ALL PFAXXM 14CLLOM CAM EM, T.Wt CAIRFET, 4 CR443M PETER CZ TnY Ur"1 T#E MID STMAlM OR ESE MADE MiN F1491WOMMOENYM RL- (E(iER RGRADE OR EF0&W iI GRADE). � f ul eL w w 2 u Q ALI W Y z z CD 0 N 0 Q a m 3s z J V z f� A did id H Z h ON ago Ra 4 �► A w w 2 u Q ALI W Y z z CD 0 N 0 Q a m 3s z J V •-Iql if • r V • r 10 J00 No: np No: A2.1 R- GROUND FLOOR PLAN A Wq 02/281106 1.000.1.000 ti 1 ; I \.\ ' , \ \ , 1 1 , 1 1 N t i ly � W PAW 1. .. .. � f -i ,ti r �a —� .... t7 w REVISED SET N ISSUED I / 21 / 03 DATE NO' REVISION 6/21/103 1 WR BRING 8 / I6 / 0S 2 CLI REV. 1/10/06 3 CLIENT Fay. 3/01/ 4 WEALTH ORK rn rk B: D I 5 :r . :,J S'•:i •''' ./r Mfr • i1.vw? +' • •••tin } 4 „ ' D ■DD ■■ ■ ■ ■D� ■■ aoaoD ■■ - ,;� ■■■ ■■a ■■■■■■■ ■■■■■ ■ ■■■■■ ■■■ ■ ■ ■ ■DL7 ■ ■ ■■ ■■ ■D■■ ■■a■■■■■■■■■■oa DD u owl ■■■r ma■ ■ ■. ■ ■ad ■■■u■■ u■■■aaaud■■ - R ■■ ■■■■■�■■oa■■■■■ ■■■ ON�■■■■■■ ■■ ■■■■r■�■■■ DDDD ■Da0L7Li C�ADDii ■L1K3 as rr _.... F ■■■.0 ■■■■■ ■■■■ ■Q ■■ ■■ ■acv ■ ■D�■A■■■■aa■■ ■ ■■ ■■ �������� ■■■ ■a■■■ ■a■■■■■a■ ■■ DDaoDOaDOaoDaDOOaaaaac� [ _.. -.. << ■■■■ ■■■■■■■r■■■►■■■■■■■ ■■■ ■aDDa■■oAaa■■r■ aQaaaAa ry::���;r r ■ ■■■■Da■■ ■■■■D ■■■■ ■■■ ���- ���� -�� . �����������- ■oaDODaa■■aaoDODDCraaa rao�aDar� ■■ac�oaaa�DaDAa REVISED SET N ISSUED I / 21 / 03 DATE NO' REVISION 6/21/103 1 WR BRING 8 / I6 / 0S 2 CLI REV. 1/10/06 3 CLIENT Fay. 3/01/ 4 WEALTH ORK FILENAME •dwQ / 0200 INNKEEPERS o� 2C C s r C2 a - n, C�r�rr ;cl CAm CD �- y r own*• + C 0clC?c- co ,-4 z — 1* C � x Z7 CD MARRIOTT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TU WASHINGTON 1, £ �• y A rn- - - - - --i 1 1 1 r r I 1 r 1 1 1 i r r 1 t 1 I I r r 1 1 I r I I 1 II f 1 r r 7 7 �u1 I I w:3tC9x6 mfwxwR =6 W%_AoWbbW" —M4 m A 4Q8 E I � g _rp rp - 0 k 70 O x o _ r W m _ `d► 4 cn sac cp J r M • RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX; (425)451 -4078 ■ l / I� 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 4 11147 o NNS ,;, ... k3TATE OF E.Dennis Rfebe ARCHITECT •w.•� v, +w w e; • T O CiD rn rk B: D I 5 :r . :,J S'•:i •''' •• ./r Mfr • i1.vw? +' •••tin } MARRIOTT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TU WASHINGTON 1, £ �• y A rn- - - - - --i 1 1 1 r r I 1 r 1 1 1 i r r 1 t 1 I I r r 1 1 I r I I 1 II f 1 r r 7 7 �u1 I I w:3tC9x6 mfwxwR =6 W%_AoWbbW" —M4 m A 4Q8 E I � g _rp rp - 0 k 70 O x o _ r W m _ `d► 4 cn sac cp J r M • RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX; (425)451 -4078 ■ l / I� 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 4 11147 o NNS ,;, ... k3TATE OF E.Dennis Rfebe ARCHITECT •w.•� v, +w w • T O CiD D I 1 •• • i1.vw? +' •••tin } MARRIOTT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TU WASHINGTON 1, £ �• y A rn- - - - - --i 1 1 1 r r I 1 r 1 1 1 i r r 1 t 1 I I r r 1 1 I r I I 1 II f 1 r r 7 7 �u1 I I w:3tC9x6 mfwxwR =6 W%_AoWbbW" —M4 m A 4Q8 E I � g _rp rp - 0 k 70 O x o _ r W m _ `d► 4 cn sac cp J r M • RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX; (425)451 -4078 ■ l / I� 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 4 11147 o NNS ,;, ... k3TATE OF E.Dennis Rfebe ARCHITECT M 0 T O CiD D I 1 MARRIOTT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TU WASHINGTON 1, £ �• y A rn- - - - - --i 1 1 1 r r I 1 r 1 1 1 i r r 1 t 1 I I r r 1 1 I r I I 1 II f 1 r r 7 7 �u1 I I w:3tC9x6 mfwxwR =6 W%_AoWbbW" —M4 m A 4Q8 E I � g _rp rp - 0 k 70 O x o _ r W m _ `d► 4 cn sac cp J r M • RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX; (425)451 -4078 ■ l / I� 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 4 11147 o NNS ,;, ... k3TATE OF E.Dennis Rfebe ARCHITECT "I ` I • 0 4 r qb a• ,lob Nu' 0 ?08 Owq' A2.1- A - GROUND FLOOR P1AN.dwcl 03/21 /106 1.000.1.000 0 • 0 -11.. i X. `NON ` 1 1 1 1 I 1 1 T I 1 , 1 I I r� r 1 I 1 1 m op � ' O l 1 Q 1� •a< +� IN c -. I>m N PERMIT SET ISSU , / 21/ 03 DATE Co NO, REVISION 8 / ZI / 03 I DAR OINK, 6116/05 Z CLIENT MY. / 10 / 06 3 CLIENT MY. 3 / 01 / " 4 �&LTH DEPT S /0 b CLIENT REV, FILENAME .olwg / 0208 INNKEEPERS \` U i MARRIO TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON rs Jill 11 N � N RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. — SUITE A BELLEVUE, WASHINGTON 98004 PH-.(425)451-4084 FAX: (425)451 -4078 i .w" — T % p m p � � �R 0 41 to INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 rys REG :��� Z AM IL L DENNia R! BE ;TATF of H Ir: C' , ON : Riebe ARCHITECT • • 4 0 40 Job NO' 0208 Owq: A2- ( 2- RUPPEA F LOOR PLAN.dwq 03/14/106 11000 r ----------- mm -- - --- V c r.a r ----------------- - - - - -J 1 I 1 I I I I I I I f-------------- w- ------- ----------- rw. w---- ww- -- --- w ---------- ww- www--J 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 . 1 I + 1 ' 1 1 + L -- 4- ----- -- --- - - ---- ---- 7 .• ., 4.0 N fTl N REVISED SET D N IS SUED I / 21 / 03 DAT NO, REVISION 8/16/0 1 CLIENT REV. / 10 / Oi 2 CLIENT REV. FILENAME .4lwp / 0200 INNKEEPERS f 1 1 u UPI' R FLOOR PLAN MARRIQ TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON ----------------------- - - - - -J RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 - 4078 ----------- 1 1 r 1 1 r INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 N 12. 1 6 te.+ � ATE CF ���SHIfiSI�J;; E.Dennis Riebe ARCHITECT o � UPI' R FLOOR PLAN MARRIQ TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON ----------------------- - - - - -J RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 - 4078 ----------- 1 1 r 1 1 r INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 N 12. 1 6 te.+ � ATE CF ���SHIfiSI�J;; E.Dennis Riebe ARCHITECT I • r ir • 40 El Job NO' 0 ?08 No: All ELEVATIONS,dwg 03/14/106 1.000.1,000 l C c 0 rvT 4 2 r� ! .. -� 1 (1 1 1111 1 1 U�- 1 !ice 1 PERMIT SET L I .. i 1 I � .vv.......... ................ ISSUED DATE NO. REVISION 6 / * / Ob 1 CLalaw REV. 3 /144/06 Z CLIENT REV. FILENAME Idwq / 0209 INKEEPERS EXTERIOR ELEVATIONS aa S o rn 1 � n MARRIO TT RESIDENCE INN 11920 N.E. 195th ST. BOTHELL, WASHINGTON --------------- --- - - - - -� 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 - - - - -- RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH:(425)451 -4084 FAX:(425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 am r.cul; a ' IS WE= STATE E. ennis Rlebe' ARCHITECT 1 1 1 111 i i 1 1 1 1 11 1 1 1 1 1 111 1 1 1 1 111 1 1 1 11 II 1 1 1 i i jili 1 1 11 11 - ------------------ 1 U�- 1 !ice 1 PERMIT SET L I .. i 1 I � .vv.......... ................ ISSUED DATE NO. REVISION 6 / * / Ob 1 CLalaw REV. 3 /144/06 Z CLIENT REV. FILENAME Idwq / 0209 INKEEPERS EXTERIOR ELEVATIONS aa S o rn 1 � n MARRIO TT RESIDENCE INN 11920 N.E. 195th ST. BOTHELL, WASHINGTON --------------- --- - - - - -� 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 - - - - -- RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH:(425)451 -4084 FAX:(425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 am r.cul; a ' IS WE= STATE E. ennis Rlebe' ARCHITECT FILENAME Idwq / 0209 INKEEPERS EXTERIOR ELEVATIONS aa S o rn 1 � n MARRIO TT RESIDENCE INN 11920 N.E. 195th ST. BOTHELL, WASHINGTON --------------- --- - - - - -� 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 - - - - -- RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH:(425)451 -4084 FAX:(425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 am r.cul; a ' IS WE= STATE E. ennis Rlebe' ARCHITECT MARRIO TT RESIDENCE INN 11920 N.E. 195th ST. BOTHELL, WASHINGTON --------------- --- - - - - -� 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 - - - - -- RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH:(425)451 -4084 FAX:(425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 am r.cul; a ' IS WE= STATE E. ennis Rlebe' ARCHITECT r W* I% (9) Not USED O NOT USED .................... -- 1 DJOOP FOR CRWN HOLDBJG I - -- R -1 SEUa�tr 1•ataTOR wcNE �__ ^ — - - --1 A43 eETOW SEE IVA43 F r I - - - -- Ea d.EAR ol r t I CsR41�lT COMM AD ACCE i I �i � � � I COWTER t • � { Ea Ea =H- ==H —w —ww— w —w - - -- 1 w---- w-- w - - -w— www www l w Vf - - w�- ww - -ww— — ww - -- K/�ppG������yy�ppV�Gwj�� V�./V���Y•ai�7 RECEPTOR DESK ELEVATION 3/8' = 1' -0' O p not USED -- --wwww---- w-------- w -- ---wwww— wwww- -w —ww- 1 I 1 1 t4�1! 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NOT USED -- -www— www— w— w - - - -w— wwww - -w- 1 -trt• �T 1 3W s r i �'ttfM1 i �+'V�ts • t— w w o� U Z z 3 Z H ZQ45� � Z d 3' Q!V ao_m W � LZ w x Z a � Lu 'd U c0� O rte; O m �W N � �j W U �— 4D 00 Z z 3 Z H ZQ45� � Z ci Z � r Q ao_m W � LZ w x F_ QUA to O rte; O m �W N � �j � �0- U '_ Z z 3 Z H o � Z ci Z � r Q 8_4 00 F- J a3 � W d- F_ J Y O rte; o /\ zz� �W �j �� zQ o U � Ld W c ::) m >� �JdN- W � H J� W U �Q Z '_ 3 Z E-1 �—, o N ci Z � r O �Lti �-eZ a3 � W A J Y N N W lot lu K DC Z A43 N CC W a W W Y Z Z O ti 0 0 a us 4 2 J i u 6 _.,aaA 1811 WALL MCM lDEST ELEVATION 3/8' = 1 ATION i i 0 a N ci Z � r r A � 1 w3 :t M A A43 N CC W a W W Y Z Z O ti 0 0 a us 4 2 J i u 6 _.,aaA 1811 WALL MCM lDEST ELEVATION 3/8' = 1 ATION d 0 0 4 O O O n c 0 3 O ..i . C a X O m O N O O Z O O 7 • ROOF / CEILING ASSEMBLIES MARK DESCRIPTION NAILING OR *01ORAW LENGTH#, SPACING AND/OR PATTERNS LISTED ARE MM FOR T14E LISTED FIRE RESISTANCE ASGE BILIES REFER TO STRUCTURAL. DRAL0M FOR MORE $TRW#NT NAILING REQUIREMENT$ IRE TI TI A`S`$E��'Y TEST NO. a a L CONCRETE TILE TO MATCH EXISTNG, INSTALLED PER MANIFACIURER'S REd1l�MENT& I -I#2 NA GYPO I ASF4= V - - - - - - 2.3& FELT OVER V2' (HI MM) PLYIIOOD OR 085 ROOF SHEATHING . zo I 35 -39 GA FILE NO. FC 5406 Lai CO >< PK IED THE F all E Z E--1 L La O m� EL' Z 00 r►srx �, H T i NTaS a THE STR 1CNRAL NOTE$ t 4 FASTEN IN AC L 4A t W 4 ti' I .- c4Lsss : s 3: PREFABRICATED, ENGNEERED, WOOD TRUSSES, SPACED A MAA �M OF 24' OC. �- W W U ALTERNATE FRAMING SUBSTITUTE ?x1)'8 SPACED A MAXIJM OF 24.00. I 4. R -38 BATT OR BLOIN INSULATION VY VAPOR BARRIER ON IIIl1t'dN SIDELOMIT N9U L. AND YAPM T—i W Q BARRIER 0 ROOF/CEILNGS OVER INATED AREAS) 5 TWO LAYERS 5/8' TYPE W WPM 1 IUN.LBOARD. BASE LAYER APPLIED AT W*N (MOISTURE RESISTANT N ALL IIET AREAS) ANGLE TO THE TROD UM 1 V4' TYPE 8 OR TYPE W WALLBOARD SCREIIIS SPACED 24' OC. FACE LAYER APPLIED AT RIGHT ANGLES TO THE TRUSSES AND FASTENED THROUGH BASE LAYER ON I 1/8' LONG TYPE 5 OR W WALLBOARA SCF08. FACE LAYER JOINTS SHRILL BE OFFSET FRCM BASE LAYER JOINTS BY 24' MN. ® L CONCRETE TILE TO MATCH EXISTING, INSTALLED PER MANFACTILRER'S R;:MEMENT$ I -M NA GYPSUM A 6m 2.30 T OVER V2' (MNI'�M) PLYVIOOD OR 080 ROOF SHEATHING, FING I•HR NA GA FILE NO. FC 5406 ® - - -- -- - —' — EXTERIOR GLUE, APPLIED AT RIGHT ANGLES TO THE TRUSSES. GA FILE NO 3510 t FASTEN IN AfJ(,ORDANCE MTN THE REQUI>IEt#NTa OF THE STRf CABAL NOTE$ rfv" 3 2x JOISTSISEE STRUCJ SPACED A MAXUMM OF 24' OC 4. R -30 BATT INN ATION WI VAPOR BARRIER ON UTAM SIDEdOMTT NSU L- AND YAP. BARRIER 0 ROOF/CEILNGB OVER INEATED AREAS) { 3 5 TWO LAYERS 518' TYPE W G YPbIM WALLBOARD BASE LAYER APPLIED AT RIGHT ANGLE TO THE FRAMNGss MTN I V4' TYPE 9 OR TYPE W WA.L50ARD'JCRE15 SPACED AN 24' OC. FACE LAYER APPLIED AT MIT ANGLES TO THE FRAMING *0 FASTENED THROUGH BABE LAYER WITH I 'W LONG TYPE S OR V WALLBOARD SCRE116. FACE LAYER JOINTS B 4UU BE OFFSET FROM BASE LAYER JOINTS BY 24' MR AND 1 OC AT PANEL EDGES CENTER WALLBOARD END JOINTS ON NAILING MEMBERS FLOM / CEILING ASSEMBLIES MARK DESCRIPTION NAILING OR ANCHORAGE LENG1K SPACING AND/OR PATIEI" LISTED ARE MLIUMIM FOR THE LISTED FIRE RESISTANCE ABEMBILIES REF L'cR TO STRUCTURAL DRAM N3$ FOR MORE STRIrG V NAILING REQUI�TS: PI • r '� LY TEST PTO. a a L FLOOR COVERING PER PLAN, V2' PLYWO FINISHED FLOOR OVER 518' PLTUID SIEFL OR EQUAL.. 1 -14K STC MRs YPBUM ASSOCIATION V - - LONG DIMENSION OF PANELS (8TRHNCsTH AXIS) OF FACE GRAN OF PLYWO TO 8E PERPEN D zo I 35 -39 A FILE NO 5" Lai CO >< TO JOISTS 11Y JOINTS STAGGEfED Z E--1 L La O m� EL' Z 00 rYrlr�L a ooR P - 2. FLOOR JOISTS / STFUCTIRAL AT 16 MAX W 4 ti' I .- CEtF+r. i 3 1- LAYER 518' THICK TYPE W GYPSUM W ETS WALLBOARD, 4` WIDE SHE WALLBOARD �- W W U INSTALLED WTH LONG DIMENSION PERP TO JOISTWTH 6d COATED NA.8110 LONG T—i W Q ? 0�' SHANK V4' HEAD b' OL. (USE MOISTURE RESISTANT GYP. N ALT. WET AREAS) 3 A86pV=. FP&'WTFON NM AW PETALS ARE INCLUDED AS DICE TO 8E USED N AREAS NEIE NR AES@' M ARE DISPMW BY POWDE.N& MANTAN DE I-FR ASEFTBLES N R OORA EILING , EXTERIOR OLL6. OEARNG U4LJ.S AND ROOF CELIMS 0241RICTION DIIrAMED W THE PRIODUM CGMACT TIE ARCNTECT FOR C4 DIMONUI NOT COED BY TH6LE DETAIL. W � MR -- Co)c: C I Ar!oen3r,;n MAR 2 4 Z1vo RI IT City Of gun n , I S REM".4ED CTF OF TIJKWU. z 3 DESCRIPTION RE ST TAWE AW11BILIES �R SPA TRUUCTUR L P DRAIIWA FOR MORE STRINGE�N? FOR IRLNG L Ta 3 M RATI RACING Q a a W Z o I QOm O V - - c�� I zo I Z C14 O� W Lai CO >< Z Z E--1 L La O m� EL' Z 00 N � Q Q�� W 4 ti' I .- c c D Q �- W z 3 DESCRIPTION RE ST TAWE AW11BILIES �R SPA TRUUCTUR L P DRAIIWA FOR MORE STRINGE�N? FOR IRLNG L Ta 3 M RATI RACING Q a a W Z o I QOm O V - - c�� I zo I Z C14 O� W Lai CO >< QVco Z E--1 L La O m� EL' Z 00 N � Q Q�� Ma I .- c c z 3 DESCRIPTION RE ST TAWE AW11BILIES �R SPA TRUUCTUR L P DRAIIWA FOR MORE STRINGE�N? FOR IRLNG L Ta z RATI RACING N---I Z a a W Z o I 0 Z A,3 O �-1 c�� I t'•-� • Z C14 O� O Lai CO >< Ill Z E--1 L La Z 00 t , s ole Q Q�� U � w I .- c c W J N W U N m 0- T—i W Q z 3 DESCRIPTION RE ST TAWE AW11BILIES �R SPA TRUUCTUR L P DRAIIWA FOR MORE STRINGE�N? FOR IRLNG L Ta Z RATI RACING ASSEMBLY TESL NO. C) o W 1.182 0 Z A,3 GYPSUM AS80ClA1 W 2. JOINTS - COVERED IMT14 PAPER TAPE AND JOINT CoMP+OIND ]G N N W W � I I > h r" r O Q A5.1 N W 4L td W Y Z z 0 O N O a► 3 W Z J 7 I RATED ASSEMBLY ft NQP L COP'013113LE PEFETRA106 OF BEARING WALLS 4 WALLS REGU NCs OMNG PROTECTION (OOOPIAREA SEPARATION WILLS 4 CORIWOR WALLBA ALL PDNETR4704 CF TFESE UALL6 ARE REW ED TO !3E PROTECTED BY PUBIWA E F RATINS FENEIRATIM "MOTOP6 ECAAL 10 TIE FE ETRAIED WALL RATM EXCEPT: STEEL OR APPROPRIATELY RATED ELECTRIC Bweo NOT EXCEEDING 16 SQ N UTIH A TOTAL AREA OF ELECTRIC 80 *6 NOT EXCEEDING W SQ NAM SQ FT. OF WALL AREA STAGGER 24 TFROGH WILL. 2. NON DEARING U41.0. NOT REQUIRING CFO" FROTECTM PDFETRATOG. ARE NOT REdIPW TO 15E FROTECTED. 3. CELNG PENETRATIONS ALL CEILIHICs FE ETRATIONS SWILL BE PROTECTED OATH UIROOGH PENETRATION FGESTOFS VM A I -42 FIRE RATING. tETALL PER MAWACRRER'S N'JTRICTIO0 E)CEPT: STEEL. OR APPROPMAYMY RATED ELECTRIC- 80X8 NOT GREATER 11I/W 16 6Q N. W+ A TOTAL. AREA OF OPFNNCd TI4ROUGH CEILING SWILL NOT EXCEED W $a H AM LQ FT. OF CEILING AREA, 4. FLOOR PENETRATIONS NOT !WIN WALLS. ALL PE ETRATIOIE SWILL BE FROTEC1EI) UP THROZW P0EMTICN FIRE670P6 TO PROVIDE A 1 -HR F ! T RATING. WALL FER MNF.1tiJ TOWT10Fi',k 5 COMBUSTIBLE FLOOR PENETRATIONS R M WALLS. SHALL BE FR07ECW W 714ROWH PENETRATION FIRESTOPB THAT PROVIDE A I -FUR; F- RATNGs. NSIALL FER PW NSTR=10 0 • NOTE THAT COhbIi3VM FEIEIRAUM OYU WA DE PLASTIC PIPES, ROPER 0104. ALAFJM, T.V. TELEPHONE INTERCOM CA M& N NOTE THAT NON- COP!lU UBLE PE?ETRATIOIE GREATER THAN 16 SQ K OR 4 NOMINAL. PPE SHALL BE INSTALLED AS COPEUSTTBLE f faMR91 EM& NON- COIIMTIBLE FLOOR FE]ETRAT10N3 SWILL DE FILLED C411PLETE X W ROM SEALANT NOt pOCEEDNIG 10 N 79100 E86 OR DEP'r►t APPROVED MA WACURS& A 3M BRAND FIRE PROTECTION PROIXr-T6 B. TMEMM1ER' BY TFERMAL CERAMM G TRE11CO3 NG D. FRMET SYSTL3" tS . NG RG59 COAXIAL CABLE MAX SAG NO. 22 AUrs. TELEPHONE CABLE - OR MAX 21C NO 12 AWG CABLE ANMLAR SPACE AT CLG.I SUBFL WV CAULK (RATED : TO AASSEM13LY PENETRATED) AS APPROVED BY LOCAL JURISDICTION II II .qpo 11 WALL ASSEMBLIES MARK DESCRIPTION RE ST TAWE AW11BILIES �R SPA TRUUCTUR L P DRAIIWA FOR MORE STRINGE�N? FOR IRLNG L Ta RAT RATI RACING ASSEMBLY TESL NO. L NAILHEADS - EXPOSED OR COVERED WITH JOINT COMPOtND 1.182 NA GYPSUM AS80ClA1 © 2. JOINTS - COVERED IMT14 PAPER TAPE AND JOINT CoMP+OIND GA FILE NO. 3510 EXCEPT WERE REQUIRED FOR SPECIFIC EDGE CWIGIRATION. FOR TAPERED t , s ole s OR ROUND EDGE 1ALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR ++L FIBER TAPE 1 JOINT COPPOND. 3. 2x STUDS • 16' OjC. MAX. 20 4 4. WALLBOARD - 518' TYPE W IIIALL80ARD IUTH BEVELED OR TAPERED EDGES (MOLSTIRE RESISTANT N ALL e,ET AREAS) APPLY EITHER VERTICALLY OR HORIZONTALLY. FASTEN. PER THE SHEAR WALL SCTEDIILE AT SHEAR WAIL LOCATIONS N NON -SHEAR IIIALL LOCATIONS. FASTEN WITH bd WALLBOARD NAILS SPACED 1' OC MAX"JM 0 FIELD AND 1' OC AT PANEL EDGES CENTER WALLBOARD END JONTS ON NA'-LNG MEMBERS STAGGER JOINT$ EACH SIDE. ? s L V2' PLYWOOD SIDNCs TYPE PER ELEVATLONS I•HR NA GYPSUM ASSOCUII ® 2.60 shin BUILDING PAPER GA FILE NO 3510 3.518' GYP'SIM SHEATHING BOARD (DENSE GLASS GOLD). SEE SHEAR UL. SCHEDUILE ON rfv" _ - - _ - STRUCTURAL DRA M465 FOR ADDITIONAL SHEATHING REGIJNR HEWS. 4.2x STUD5 AT 16 OC MAX. (2x6 • NEW GONST. MATCH EXIST WALL WIDTH • PATCH COVITIONSJ 5. R -21 BATT INSULATION WTH 904 POLYETHYLENE FILM VAPOR BARRIER ON WARM SIDE. 4. WALLBOARD - 5/8' TYPE W WALLBOARD WITH BEVELED OR TAPERED EDGES. (MOISTURE RESISTANT N ALL FILET AREAS) APPLY EITHER VERTICALLY OR HORIZONTALLY. FASTEN PER THE SHEAR WALL SCHEDULE AT SHEAR WALL LOCATIONS. N NON -SHEAR III,AL.L LOCATIONS, FASTEN WITH 6d WALLBOARD NAILS SPACED 1 OC MAXMIM • FIELD AND 1 OC AT PANEL EDGES CENTER WALLBOARD END JOINTS ON NAILING MEMBERS STAGGER JOINTS EACH SIDE. SECTION VIEW PLAN VIEW F« STOP PENETivW ON Sca le: 1 = I' - PLASTIC PIPE THROUGH RATED FLOORACEILING W& A*" SPAM At 9u%t R W cAu) mTw • TO AGIRELY t°BETRATED)AS APRWM Or LOM ANVICrOl gC3TA ° 4 ) FIRE SrOF Scale: W2' = 1' -0 Z �RR�� C� IL LNG FLOOR J r �r W� r PING PENETRATION PLASTIC, PIPE TH:6aP" RATED FLOOR/CEILING j•� N r F OR . W& -'S AT D 4 I �� I = TO ASSEMBL Y PEP TRATED) AS APPROVED DY LOCAL JI+NZWACTION FIRE STOPPING PENETRATION Sca le: 0 = 1' -0 PLASTIC POPE 7PIROUGH RATED FLOORACE&NG 5'6' TYPE W GYPRH BOARD KK CL EAR44MS FOR FAN ARE TO BE PER MANIFACfl»RS LISTINGS 1 I I I SEAL MULAR SPACE AT aA# $49toOR IV CAULK (RATED I I • TO ASSEPOLY PENETRATED) AS APPROVED BY LOCAL .>ElISSpiGTION 3 � I R� STOPPING P�N�rRAr I ON Scale.. 1 = I' -0 PLASTIC PIPE nfaO" RATED FLOOWCEILING ps-c .R ' SOLID BLOM** i r j 1 4 � ; 1 EXPAL'ST FAN SOLID BLOGKWa 8EYOND FLOOR / CEENG ASSEMBLY: SEE TABLE 1 r v w 40 Jo0 No: 0208 Dwg: A6A SCHEDULES,dwQ 03 /14 /106 1.000 h 4 e. • �a 2-8 0 241 eta 10 7 s I� O p D1 f O N a ni n r 0 I Jill ja g g 0 R l 9 X_ __'% . rw r r .v i 1\r u. D FILENAME dwg u 0208 INNKEEPERS p­ '00/ C 7 D ) c: G Ab. ' 2A Z rte• c i (� ee000088����eooaooaaao,o A l ov ■��ovv0000 o ■oo���■ ■moo ■� ■ ■00000 ■■ �. ad ago oil 111111111 v e loll IIIo D0000000� 0 0 all oil0 vo ■��vov0000 ■ ■oo ■■� ■� ■o� ■ ■�0000 ■� oovv�ovov000 00000 ■0000 ■00000000�oo W RE oovvvoovovoo ■ ■ ■ ■oo ■o ■o ■oo� ■o ■oo ■oo O N a ni n r 0 I Jill ja g g 0 R l 9 X_ __'% . rw r r .v i 1\r u. D FILENAME dwg u 0208 INNKEEPERS p­ '00/ C 7 D ) c: G Ab. ' 2A Z rte• c i (� ' a�aooAeoae�� ee000088����eooaooaaao,o A l ov ■��ovv0000 o ■oo���■ ■moo ■� ■ ■00000 ■■ �. vo ■��vov0000 ■ ■oo ■■� ■� ■o� ■ ■�0000 ■� oovv�ovov000 00000 ■0000 ■00000000�oo W RE oovvvoovovoo ■ ■ ■ ■oo ■o ■o ■oo� ■o ■oo ■oo 00000vvvvvvo 0000000000000000000000 �. e�:7. u�:��� r• �s- oo ■����■�voo � ■000 ■ ■0000� ■ ■ ■000000 MEMNON NNE 0001000210 no MUMMENEEMENEUMME ENE vvovoo�v�oo■ ■0000000 ■ ■00000000000o vvv�oo�v�oo■ ■0000000� ■ooa00000000o SCMDULES WFLECTED CEILIW4 f..M MARRIOTT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON RIEBE & ASSOCIATES,INC. ARCHITECTURE •PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 1 J 724 (3� •� ERED 0 E.Dennis Riebe ARCHITECT r 1.0 CE?IERM. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS. SPECIFICATIONS. THESE NOTES. AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. WHO SHALL CORRECT SUCH DISCREPANCY IN WARITHNG. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWN`NGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWlLA AND: THE 2003 INTERNATIONAL BUILDING CODE (IBC). AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318 -02; A.I.SC. 91H EDITION; AWS. A.I. T.C. 2ND EDITION; AND A I.S.1 1996 EDITION. 1.2 OESICH CRITERIA A. VERTICAL LOADS 1. LIVE LOADS ROOF (SHOWN) 25 PSF FLOORS (RESIDENTIAL) 40 PSF EXIT FACILITIES 100 PSF OFFICE 50 PSF 2. DEAD LOADS UPPER FLOOR FRAMING W/ 3/4' GYPCRETE NOT TO EXCEED 25 PSF B. LATERAL LOADS: ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES WHERE. PERMITTED BY CODE. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS LOADS ARE THEN TRANSFERRED TO THE FOOTINGS. WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY TPE DEAD LOAD OF THE STRUCTURE. 1. WIN EXPOSURE C BASIC WAND SPEED = 85 M.P.H. (3 SECOND GUST). IMPORTANCE FACTOR. Iw = 1.0 SIMPLE DIAPHRAGM BUILDING. ENCLOSED 2. SEISMIC: IMPORTANCE FACTOR. Is = 1.0 SEISMIC USE GROUP I MAPPED SPECTRAL RESPONSE COEFFICIENTS. Ss = 1.337 AND S1 = .460 SOIL SITE CLASS = D (ASSUMED) SPECTRAL RESPONSE COEFFICIENTS. SDs = .891 JC SDI = .472 SEISM C DESIGN CATEGORY = D SEISMIC RESPONSE COEFFICIENT Cs = .137 RESPONSE MODIFICATION FACTOR R = 6.5 1.3 SHOP DUN= SUBMIT SUFFICIENT COPIES OF SHOP DRA'A1NGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 1. GLUE - LAMINATED MEMBERS 2. PARALLAM BEAMS DO NOT FABRICATE PRIOR TO ARCHITEM/ENGINEWS APPROVAL ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER SHAH BEAR THE STAMPED APPPROVAL OF THE CONTRACTOR. SHOP DRAWING APPROVAL BY ANDERSON- PEYTON STRUCTURAL ENGINEERS SHALL NOT IMPLY THAT THE PROJECT MAY BE BUILT FROM THE SHOP DRAWINGS. RATHHER. THE PROJECT PLANS SHALL BE USED FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES SHALL BE DETAILED AND DESIGNED BY THE TRUSS SUPPLIER CONTRACTOR SHALL REVIEW SHOP DRAK4GS AND STAMP INDICATING THIS PRIOR TO REVIEW BY DIONEER OF RECORD. 2A COTiCRE1E 2.1 GENO K NORMAL WEIGHT CONCRETE MEETI THE REQUIREMENTS OF ACI 301 -02 ESTABUSH PROPORTIONS OF CEMENT. COARSE AND FLUE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI- 301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTMUS USE AMOUNTS OF WATER- REDUCING ADMIXTURE THAI WALL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUWS SPECIFIED ARE THE SLUIUPS REQUIRED AT THE P014T OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VgWATORS WITH 7000 RPM HAPNINNMUII FREQUENCY. 00 NOT O:fR= VIBRATE. 00 NOT MOVE THE CONCRETE HORIZONTALLY USING TI!E VIBRATOR. CONCRETE SHALL BE POURED MOKUTHICALLY BETMI =EN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREWATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATUURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER 1111TH PROPGSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR ITS APPROVAL. OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE MERES tw%D FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE. SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 22 SIREHCBI DESIGN MIXES TO PROVIDE NORMAL 40GH 7 COI*XTE +NTH TI-: FOLLCMG PROPERTIES: SL;_E*NOTES: 1- A.VY OF THE ABOVE IV <EE CAN BE USED F'KAJABLE (S' TO .I SL:Y:) -e+iz FROPER A007,014 OF A$UHXTLKS IS iNCLU£c - D AID T'qE W/C RAT) IS OT NGQEASED. 2- SCABS ON CR DE WAY COI:TAoN WIEIDEO -W+ E OR FIBER-VESH- EIPIER CWT OF TIrHESE WAY BE USED TO ASSIST NI W. PREW - NTIr -N OF VARIA.,L° E SHHR�l3 kA E AND CRAWNG. 3. TrE PROPORT<XS APP o iD SHALL BE CAaEF=y V" hO EE VAT. -Jh FKV =rESE PQOPGRTX#wS,. ESFEUALLY THE AODITACr1 OF 4 ATEP. S4R.L BE VACS wrtoJT APPROVAL OF TK ,rtiG?4EER • w 0 s T FR U C T 2.3 MATIOOAI. - CEHE)1T. WATER & AQWMR1ES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM C -150. TYPE I OR TYPE R. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. 8. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. Z4 MUMS A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOUT11 ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM TO ASTM -C494. POZZOLITH POLYHEED. POZZOLITH tOOXR. OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8* WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM- C494. MBVR OR MICRO -AIR BY MASTER BUILDER. NO AIR ENTRAINMENT N COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C_ OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. NO ADMIXTURES CONTAINING CHLORIDES ARE PERMITTED. ZS ROWOM N0 STEf1 DETAIL, FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WITH APPROVED CHAINS. SPACERS. OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW. DEFORMED BILLET STEEL. MEETING ASTM STANDARD A- 615; GRADE 60 FOR /3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT N FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER ACT_ B. REINFORCEMENT N ALL WALLS. SLABS. AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED. BOTH VERTICAL AND HORIZONTAL. C. LAPS. ALL TENSION SPLICES ARE ACCORDING TO ACI 318. CLASS 8 AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR ft GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR fc WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. D. TRILL REINFORCING: AROUND ALL OPENINGS SHALL BE A KN■NIUM 1 -15 TOP AND BOTTOM. EXTENDING 2' -6' BEYOND OPENING AT EALH CORNER - SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY 'HIE ENGINEER. F. UMMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHIM ON THE DRAWINGS. THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 2 CONCRETE DEPOSITED AGAINST FORMS BUT 0 EXPOSED TO EARTH 1 -1/2' MAN REINFORCING IN BEAMS I -112' TO TIES 94 COLUMNS. AND TIED REBAR IN WALLS I -T /2' FOR BARS N SEARS ON GROUND 3/4' FOR BARS IN SLABS ON FORMS H_ WELDED WIRE FABRIC. ASTM -A185 AND ASTM -A82 L DEFORMED BAR ANCHORS: ASTM -A496 J. REINFORCEMENT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR ADDITIONAL RONFORCEMENT *IICIH MAY OR MAY NOT BE PLACED AT THE DIRECTION OF THE PROJECT ENGW'EER_ 28 um Doom RMIORCOM A ALL REINFORCEMENT WHICH IS TO BE DOWELED INTO EXISTING CONCRETE SHALL BE INSTALLED WITH POWERS 'POiNER -FAST' EPDXY ADHESIVE PER ICB0 REPORT 14514 OR APPROVED EQUAL B_ EPDXY SHALL EE NIXE APPLIED, AND CURED IN ACCORDANCE WITH THE MANUFACTURERS GUOELNNES, RE2WORCEMENT AND CONCRETE %HALL BE CLEAN AND FREE OF RREGULARiTY. EPDXY SHALL NOT BE MIXED OR CURED IN AIR AND / OR COWXTE TEMPERATURES BELOW M:RMUM PER MANUFACTURER'S SPECIFICATIONS. C. EPDXY DOWELING OF FWFORCIEMENT N OVERHEAD APPLICATIONS SHALL NOT BE ALLOrAED WITHOUT PRIOR WRITTEN APPROVAL FROM TM ENGWEER OF RECORD. 3A CARPEI'TIRY 361 FAA CARPOM ILL 2x FRAMING LLV3ER SHALL BE STUD GRADE HEY -FIR FOR SrJ'3S AND STN%0ARD OR BETTER FOR PLATES OR AS SHOWN ON NNE DRAWAAGS, ALL 2' L UV&R SHAA:L BE KILN DR#D (0) OR SURFACE CUED (SDZ_ EACH PIECE 07 LWHH3ER SHALL BEAR THIE STAMP OF THE WRE CO LUV3ER INSPECTION BUREAU (MXS) OR WIESTEFN W300 PRODUCTS ASSOCI4110 N (WAPA) SHOWNv GRADE MAA.RK OR APPROV'ED EQU4_ ALL EXPOSED ST .!X TL'RIL VAATEMALS OR MATERIAL N CONTACT NTH C(GC.QETE SMALL BE P°ES9LFE TREATED (SEE SECrCR 3.8). U R A L a2 CARPE111R1r HARDWARE A. BOLTS SHALL BE ASTM A -307. B. WASHERS SHALL BE STANDARD CUT WASHERS OR H.IALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON TIRE MAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P- NAILS). AMERICAN OR CANANAN MANUFACTURER ONLY AS INDICATED BELOW. P- NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES. D. LAG SCREW'S. SHEAR PLATES - SEE 19C. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON. USP. OR OTHER ICBO APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. a3 1111! HARM - PER IBC 2003 TABLE 2304.9.1. 3.4 ANCHOR BM13 PER IBC SECTION 2305.3.10 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2` NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7 AND SPACED NOT MORE THAN 6 FEET APART. THERE WALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE PER IBC SECTION 2308.6. a5 PLYNIOOD/058 SHEA1I1N0 EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WAEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOIA N OR NOTED. PROVIDE 8d AT 6' ON CENTER 0 SUPPORTED PANEL EDGES AND 8d AT 12' ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS. USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED RN LIEU OF OSB CALLED OUT. ALL THICKNESS AM GRADING SHALL CONFORM TO PSI OR PS2. SHEATHING SHALL HAVE EXPOSURE RATIIIG AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. FLOOR DIAPHRA 5/8' PLYWOOD TO !HATCH EXISTING (PANEL INDEX = 24/16), WITH 10d COMMON NAILS OR 0.148' DIA P- NAILS AT 6' O.C. AT SUPPORTED PANEL EDGES ANO AT 12' O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. SHEATHING SHALL BE GLUE - NAILED TO FRAMING WITH APPROVED ADHESIVE PER THE ARCHITECT. 3.9 MMNWACIURED 1 BEAMS A. GLULAUSIATED TIMBER BEAUS (GLULAII BEAUS) ALL STRUCTURAL GLUE - LAMINATED TIMBER. MATERIALS. MANUFACTURE AND QUALITY C0IITROL SHALL BE i? CONFORMANCE WITH VOLUNTARY PRODUCT STAND. P.S.56 'STRUCTURAL GLUED LAMINATED TI[MBER'. AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLY LAYOUTS SHALL BE PER P.S. 56. CAMBERS ARE AS SHO' ON THE DRAWINGS ALL MEMBERS SHALL BE OTHER OOMBINATION 24F -V4 (SIMPLE SPAN) OR 24F -V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COU ANA71ON 24F -V8 AND HAVE EXTERIOR GLUE. ARCHITECTURAL GRADE. B. PARALLA BEAMS BEAMS SHALL BE ZOE PARAU AM PSL AS MAI- rUFACTURED BY TRUS JOIST MACMILLAN MATERIALS. MANUFACTURE. AM QUALITY CONTROL SHALL BE PER THE MANUFACTURER WHO SHALL ULTIMATELY BE RESPONSIBLE FOR THE MA 'LIFACTURE OF THE PRODUCT. ALL BRIDGRIG AND 6RACING SNAIL BE PER THE MANUFACTURER. C. IlUtOLLAY BEAUS BEAMS SHALL BE 1.9 I N'CROLLAM LVi AS MA N UFACI URED BY MS JOIST MACLIILAN. MATF.AIALS. Uk" UFACTURRE, AN) QUALITY CONWOE SHALL BE PER THE U;WJFACTURER WHO SHALL ULTAIATELY BE RESPONSIBLE FOR TFF MAUU: ACTURE OF THE PRODUCT. ALL DRIC•GW(, AND B.RAU SHr L BE PER THE IIAM)FACTURER. D. TV- SERSTRAND BEAUS BEAUS SHALL BE 1.5E OR 1.3E 11VSERSTPAND LSL AS MANUFACTURED BY TRIUS JOIST MAC14iLLA& YATERALS. UAMUFACTUHE. AND QUALITY CONTROL SHALL BE F THE YAk1FACTURER ViO SHALL tULTiVATELY BE RESPu' :SI3EE FOR THE VANI0ACTLLRE OF THE PRODUCT. AFL Wo-w -VES A OPACNG SHAL BE PER THE V>`%tFACTO a7 SHME WNF WOOD IIHElU18ERS 1IFJ?E EVALUATED t,S.r, V011 CR-ED Q(D) OR SURFACE DRIED (SO) LUMBER (HEAT -FIR W M-31 STAPKE CONTENT = 19% OR LESS). Tirl FLOOR TO FLOOR COk*lRESS;< N CIE SU" Wr w ll wam (P'�ATES AV9 JOISTS T7TA:;� 15.25') C;,E TO A MOISTURE Cf4NTMT CH'A'NGE (;f 10% 'PLL BE APWj.kV 3/8 iN<H -ES PEP. FLUOR. AIJDITIONA: mcm TD FLout CCVrKSCON O WA %OO SROS ME TO FiUA1 CClV-_''FSS::_ LOA3l OII'.L BE APPP OYVATIELY 1/32 LACKS FE.R FLOGR_ fMT'rAAL CCAlP ; OF WAGOD FP.AY.%iG tILY 00D.3 Dtl TO FRA -W�G TEC.4z.�;31.'ES AND LOCA_ S'.. -SS CCt;CFlii:.4r _+.S Ai- .L .' ..). rl K*'3T T N.LE V . .- 4. {F1HN6..r A...: P'.LVdtiG S AS WELL AS EX i:PK.R %•: SI-ES S! -KiAD BE C(SWID TO ACN :CVV0D. - ;YE ir1=SE. UY.SWESTS. USE i IK?C.O ST1;GS. PLATES Ali J STS WECH WIRL PAVE WCOS ice Ct,*M. T C"JL%:;ES C- PEAT=_R 1"rII.•i Tn WiL EAnTez CE GFEAA.ER .R ASS: V'yEIES iU : ti[rty :, E.= ' •S t A I _p :�Ulti *'r- '",,ESE A SS;VED Ae0% WAY EVKRt ;;EA V -TW__NTS- LvCIOZiEO hEAZiPS AWAY EYaEPEEN CE S-4 . A: St.rara ::,E AS %4: :F'£EC AI&74 as■ HII s' ■ To N O T E S. a 0 %0 0 ' O ABBREVIATIONS A GALVANIZATION OF HARDWARE (EXPOSED OR IN CONTACT WITH 21 I- ul MQ PRESERVATIVE TREATED WOOD) A8. ANCHOR BOLT I.O. INSIDE DIAMETER AGGR. AGGREGATE INSUL INSULATION ALL HARDWARE (HANGERS, NAILS. $OUTS. LAG SCREWS, FLASHING ALT. , ALTERNATE TNT. INTERIOR ETC?) SHALL BE HOT -DIP GALVANIZED (HOG) TO A MINIMUM COATING LEVEL OF GI85 (1.85 oz /tt2 OF ZINC) WHEN IN CONTACT VAIN APPROXIMATE PRESERVATIVE TREATED WOOD CONTAINING PRODUCTS SUCH AS. BUT ARCH, ARCHITECTURAL JNT. JOINT NOT LIMITED TO; CCA. ACQ OR CBA. HOG PRODUCTS SHALL JST. JOIST CONFORM TO THE FOLLOWING ASTM STANDARDS AS APPLICABLE; ASTM 8b. 80AR0 A653. ASTM Al23. AND ASTM A153. WHEN USING STAINLESS STEEL B�. B OARD G LFA LOAD FROM ABOVE OR HOT -DIP GLAVANIZED CONNECTORS THE CONNECTORS AND BLK BLOCK FASTENERS SHALL BE OF THE SAME MATERIAL BLK'G. BLOCKING MAX. MAXIMUM ACZA PRESERVATIVE TREATMENT SHALL NOT BE PERMITTED BM. 80T. BEAM BOTTOM MFR. MANUFACTURER EXCEPT WHERE HARDWARE (INCLUDING NAILS) IN CONTACT WITH MIN. MINIMUM THE TREATED PRODUCT IS COMPOSED ENTIRELY OF STAINLESS 87ViIN. BETWEEN MISC MISCELLANEOUS STEEL MATERIAL. STAINLESS STEEL HARDWARE SUBSTITUTED M.O. MASONRY OPENING FOR HOG PRODUCTS SHAM. MEET OR EXCEED THE STRENGTH AND C.J. CONTROL JT. MTL. METAL PREFORMANCE OF THE SUBSTITUTED HDG PRODUCT ORIGINALLY CLR. CLEAR SPECIFIED- C.M.U. CONCRETE MASONRY UNIT (N) NEW COL. COLUMN NO. NUMBER 4.0 MEICNAUMI'.AI. POSER ORNEN FASIEM CONIC. CONCRETE N.T.S. NOT TO SCALE CONK. CONNECTION A MECHANICAL FASTENERS (PRE - DRILLED ANCHORS) CONSTR. CONSTRUCTION O.C. ON CENTER 1 TYPICAL MECHANICAL ANCHORS WIICf1 ARE INSTALLED CONT. CONTINUOUS 0.0. OUTSIDE DIAMETER IN CONCRETE SHALL BE AS MANUFACTURED BY THE DEG. DEGREE OH. OVERHEAD RAWLPLUG COMPANY. INC. AND SHALL BE INSTALLED DET./DTL DETAIL OPG. OPENING IN CONFORMANCE WITH THE MANUFACTURERS Opp. OPPOSITE GUIDELINES AND PER "0 REPORT /5225 OR DIAG. DIAGONAL APPROVED EQUAL CIA. DIAMETER PCT. PRE -CAST P.L. PROPERTY LINE 2. ADHESIVE ANCHORS SHALL BE OF THE SIZE AND DWG_ DRAWING LENGTH AS CALLED OUT ON THE PLANS USING THE POUND PLYWOOD RAWL 'POIAER FAST' ADHESIVE ANCHORING SYSTEM (E) EXISTING P.Y. PRESSURE TREATED PER ICBO REPORT 4514 OR APPROVED EQUAL. EA. EACH ADHESIVE ANCHORS SHALL BE INSTALLED PER THE E.J. EXPANSION JOINT (R) REMOVE MANUFACTURERS SPECIFICATIONS. E.I.F.S. EXTERIOR INSULATION AND R.O. ROOF DRAIN 8. POWDER DRIVEN FASTENERS FI NISH SYSTEM RE: REFER TO ... EL ELEV. ELEVATION RENF. REINFORCED I. TYPICAL POWDER DRIVEN FASTENERS WHICH ARE ELEV. ELEVATION REVI. REQUIRED INSTALLED N CONCRETE OR STEEL SHALL BE AS E0_ EQUAL RM ROOM MANUFACTURE BY HIM INC. AND SHALL BE EQUIP. EQUIPMENT R.O. ROUGH OPENING INSTALLED IN CONFORMANCE WITH THE E.S. EACH SIDE MANUFACTURERS GUIDELINES AND PER ICBO REPORT E.W. EACH WAY SCHED. SCHEDULE J2388 OR APPROVED EQUAL. EXP_ EXPANSION SECT. SECTION 2. ALL FASTENERS SHALL BE OF THE TYPE AND SIZE EXT. EXTERIOR SF. SQUARE FOOT REQUIRED TO MAINTAIN THE REOUfRED SHIT. SHEET PENETRATIONS. FASTENERS INSTALLED IN CONCRETE F.D. FLOOR DRAIN SIM. SIMILAR SHALL BE INSTALLED WHEN THE SPECIFIED 28 DAY FDN. FOUNDATION SPEC. SPECIFICATION COMPRESSIVE STRENGTH OF THE CONCRETE HAS BEEN F.F. FINISH FLOOR SQ. OR SQUARE OBTAINED. FIN. FINISH S.S. STAINLESS STEEL 3. FASTENERS WHICH ARE USED N PULLOUT CONDITIONS FLR• FLOOR STAGG. STAGGERED SHALL BE NON - DESTRUCTIVE LOAD TESTED IN FND. FOUNDATION STD. STANDARD TENSION TO (2) 71MES THE ALLOWABLE LOAD EVERY F.O.B. FACE OF BRICK STIFF STIEFENER (50) FASTENERS. F.O.C. FACE OF CONCRETE STL. STEEL F.S. FULL SIZE STRUC. STRUCTURAL &0 SPECK I SPE O ION& FT. FOOT OR FEET S.W. SHEARWALL FTG. FOOTING SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1702 AND FURR. FURRING TR TREAD 1704 OF THE 2003 IBC AND ARE REQUIRED DURING THE FOLLOWNQ GA. GAUCE T do B TOP AND BOTTOM T do C TONGUE do GROOVE A THE CONSTRUCTION OF THE LATERAL WOOD SYSTEM TO GLIB GLULAM BEAM THK. THICK VERIFY APPROPRIATE ELEMENTS. NAILING. HARDWARE dr GALV. GAlNNIZED T/ TOP OF CONNEC TIONS PRIOR TO FINAL APPROVAL_ GR. GRADE TYP. TYPICAL GYP. GYPSUM PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE GYP. 8D. GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE RESPONSIBLE TO COORDINATE A SCHEDULE OF REQUIRED INSPECTIONS AND SHALL SUBMIT THIS SCHEDULE TO THE ARCHITECT AND ENGINEER FOR APPROVAL HT_ HEIGHT VIER VERIFY ' HVAC HEATING. VENTILATION AND VERT. VERTICAL 0,0 NOMIANEW AIR CONDITIONING W/ WITH VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO W/0 WITHOUT PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO CENTERLINE ARCHITECTURAL PLANS FOR WALL OPENING. ARCHITECTURAL R PLATE TREATMENT AND OWENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PUNS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES. CONDUITS, ETC-. NOT SHOWN. 1 3 1 0i •� ti 05 moor 3 t) - Peyton r s r i� r I i N v 14 H W �D O a � a Wa 0 w ¢� A� a4 FrAXNM C"oF rlAR 2 2 2003" Pct WCENTBtT x A Y a N cq g rA 0. a a a A rn F+ 3 w <3� '2 °•' N � � N A rj h � w c O y I c 0 . L o U U c C O V � Q ODO nnn ano Go a 0 %0 0 ' O A 21 I- ul MQ A r 3 1 0-4 SUBMITTAL S ONLY NOT FOR CONSTRUCTION flHI M IDRAWf1ENM AU SIUW WF 10 TIEYis n ms rLi M IIACAL 1ticVEW 51.0 r I E dAji SHEET INDEX SHEET SHEET CONTENTS REVISION • StO STRUCTURAL NOTES S2.0 2ND FLOOR FRAMING PLAN & DETAILS TOTAL NUMBER OF =ITS 2 f LATEST INOWIDUAL SHEET REWWON ISStlED Structural Engineering Consultants r iI II II II II I! EI I t �.� h l lI u 0 , 1•I I l• -i !.I I;1 III ! ( E)6x10 le ( E �s _ 1 I I t •i �1 t f� E] o I: � v f, f� l { �J I I, f I I I I r i E A r OF r --------- L_j SALE 1/4' =1' -0" 4 (N)5 -i /8x10 1/2-6L8 fs � 1 1/8x18 GLB � U O P V w CID N w ® R/ (E)4x12 - (N)4x8 1 1 1, I (E)4x10 - - I �I i i E "i � • f V l Ul 1 " 1. - 1 1. 1. - f1 • II - — - — - r- - - – – – – – I I{ I- I li = I1 it I . 1 1 If - I] J rl -, I r i `Jr I 0 r e - 1 1 Ili] s■ FLOOR & ROOF FRAMING NOTES 1. (N) INDICATES NEW BEAM OR JOIST TO BE ADDED. E INDICATES EXISTING BEAM OR JOIST. R INDICATES REMOVE EXISTING BEAM OR JOIST 2. ROOF TRUSS/RAFTERS do FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT 1S NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL. ELECTRICAL do PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 3. ALL F.F. BEAMS. ALL EXPOSED BEAMS AND ALL NON- BEARING BEAMS SPANNING 4' OR GREATER SHALL BE A MINIMUM OF 4X8 OF /2 UNLESS NOTED OTHERWISE. ALL HEADERS IN WALL FRAMING SHALL BE A MINIMUM OF 4x8 OF /2 UNLESS NOTED OTHERWISE. ALL BEAMS ARE TO BE A MINIMUM OF DF 02 U.N.O. ALL 4x POSTS ARE TO BE DF 12. 4. ALL HEADERS ARE TO BE SUPPORTED BY (1) 2x TRIMMER (BEARING) STUD AND (1) FULL- HEIGHT 2x KING STUD. MULTIPLE TRIMMER STUDS ARE INDICATED PER PLAN. BEAMS LOADING PERPENDICULAR WALLS SHALL BE SUPPORTED. AT MINIMUM. BY SOLID STUDS BELOW BEAM. 5. 712 7_1Z7_z_ INDICATES WALL TO REMAIN. �11=1 INDICATES WALLS TO BE ADDED. INDICATES WALLS TO BE REMOVED. 6. WALL TO BE ADDED SHALL BE A MINIMUM OF 2x4 DF S.G. AT 16" O.C. U.N.O. 7. SEE ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS. CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS. CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION - 8- FF = FLUSH FRAMED BEAM. VERIFY FLUSH OR DROPPED BEAM CONDITION PER ARCHITECT. 9. OONVULIOR IS RENONME FOR SNORNG OF EXIS1MrG SIRUCNRE DURING MIRUCM 10. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AS CALLED OUT IN THE PLANS. 11. SEE GENERAL STRUCTURAL NOTES ON S1 -0 FOR ADDITIONAL INFORMATION. ep o 0 ° z OC 0 1# n 4 Cal V 44 a �3W �oN W 3 m Ux� A� CITY !A H;R 2 2 2OL6 PEANUT CENTEh a a N 0 o N ' a n , A A O (A N m ^ p � H < V 3� A <3a N �a 14 c O 4J q i c C % O w � t 0 go O r O L v - Go o All I�{ f� E] o I: � v f, f� l { �J I I, f I I I I r i E A r OF r --------- L_j SALE 1/4' =1' -0" 4 (N)5 -i /8x10 1/2-6L8 fs � 1 1/8x18 GLB � U O P V w CID N w ® R/ (E)4x12 - (N)4x8 1 1 1, I (E)4x10 - - I �I i i E "i � • f V l Ul 1 " 1. - 1 1. 1. - f1 • II - — - — - r- - - – – – – – I I{ I- I li = I1 it I . 1 1 If - I] J rl -, I r i `Jr I 0 r e - 1 1 Ili] s■ FLOOR & ROOF FRAMING NOTES 1. (N) INDICATES NEW BEAM OR JOIST TO BE ADDED. E INDICATES EXISTING BEAM OR JOIST. R INDICATES REMOVE EXISTING BEAM OR JOIST 2. ROOF TRUSS/RAFTERS do FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT 1S NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL. ELECTRICAL do PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 3. ALL F.F. BEAMS. ALL EXPOSED BEAMS AND ALL NON- BEARING BEAMS SPANNING 4' OR GREATER SHALL BE A MINIMUM OF 4X8 OF /2 UNLESS NOTED OTHERWISE. ALL HEADERS IN WALL FRAMING SHALL BE A MINIMUM OF 4x8 OF /2 UNLESS NOTED OTHERWISE. ALL BEAMS ARE TO BE A MINIMUM OF DF 02 U.N.O. ALL 4x POSTS ARE TO BE DF 12. 4. ALL HEADERS ARE TO BE SUPPORTED BY (1) 2x TRIMMER (BEARING) STUD AND (1) FULL- HEIGHT 2x KING STUD. MULTIPLE TRIMMER STUDS ARE INDICATED PER PLAN. BEAMS LOADING PERPENDICULAR WALLS SHALL BE SUPPORTED. AT MINIMUM. BY SOLID STUDS BELOW BEAM. 5. 712 7_1Z7_z_ INDICATES WALL TO REMAIN. �11=1 INDICATES WALLS TO BE ADDED. INDICATES WALLS TO BE REMOVED. 6. WALL TO BE ADDED SHALL BE A MINIMUM OF 2x4 DF S.G. AT 16" O.C. U.N.O. 7. SEE ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS. CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS. CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION - 8- FF = FLUSH FRAMED BEAM. VERIFY FLUSH OR DROPPED BEAM CONDITION PER ARCHITECT. 9. OONVULIOR IS RENONME FOR SNORNG OF EXIS1MrG SIRUCNRE DURING MIRUCM 10. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AS CALLED OUT IN THE PLANS. 11. SEE GENERAL STRUCTURAL NOTES ON S1 -0 FOR ADDITIONAL INFORMATION. ep o 0 ° z OC 0 1# n 4 Cal V 44 a �3W �oN W 3 m Ux� A� CITY !A H;R 2 2 2OL6 PEANUT CENTEh a a N 0 o N ' a n , A A O (A N m ^ p � H < V 3� A <3a N �a 14 c O 4J q i c C % O w � t 0 go O r O L v - Go o All o 4 : Z as w > w v, ` q Z �3 O w La N hw a A 4 IDIA-9 JO SUBMITTAL SET ONLY NOT FOR CONSTRUCTION a VRAWMI'Si ARE SUREff TO REVISMMP100 VGILOCAL REVIEW. a 52.0 if 41 II II E 10 I I ®12` 0_C- F{ � l_ 1 1 1 1 1 1 1 "• I I I I I'' � 1 lip n ci f E -' '} 'i I l,i I'I SI cli I i I II w I .II ! II Ifl r ! I `I I I f It •• 1� - - - -- I It `_- Ij:1 (£)4x1 - � L _ =i E)4x1 r �( N I) a 1 f1 0 o ca T .' ' • VERIFY BRG WALL (:I 0 0 0 ;� ABOVE BEARS ON lj X 0 ' �, ! •` EXISTING GLB if) \ � w w � ' I •�� l� £)4x10 0 _ ® i _If } ...,�.r.S -- - - - - - . - - I 1 - ' �� - - (E)3- 1 /8x12_GLB F h 4 r £ )4x8 - - - - _'� "t {: f I 4 .... J � ' � 11 � l x '7 I 9 F = -- r I 1 -- (I. 10 A. II ;" r} r I;1 E 2x10 - - - J l t 'I "l I S2.0 _ f; o { - f -. I{ X � i Oj �6 . O.C. ��� – – – •r -►. �- � :-- – �- fir. - – -j 1 �. -__,- _ . -.'– -•- – – – – - si. £6x10 ° o - - w I.1 I -.)I-) j:I I "r il l es+ I I t1 10 ]II I r i -lad+ _ }tf'�i �? ,,, ®16 U.C. � . (E)( - - --T �' L y - �' (Ex3)2x10 _ 1 IE i , +s jE)4x10 (R) ' - - - - - ' _ _ J I (E)4x10 I'I 1 (£)4x10 -�".- rt - -- _ _ t (N)5 - 1/8x1 FF (E )6x10 (R) I I ! S2.0 i I U i7 in �, u EIGSTXG S_0. SAW WT & REMOVE FOR PLACEMENT OF FIG EXISTING PAD do BRG WALL ALIGNED ABOVE r cxp - - ■- - -- SIMPSON AB 1ST BASE W/ 5NO THREADED ROO EMBEDDED 6' Wli/ SET EPDXY CODE CO 80t 0mi nr MRR 2 f°'' C1tY ptluKV+lltc , .y 1TI r%Ypk „- (E) BRG WALL ABO* (E) PWIT) (E) 200 JOIST (E) 2x10 JOIST YN� / S-UP'S�OIN LUS28 y ' s a. �� N EA JV a7CAU PER PLA 3T ap HIV Q r -6 so (3)-I E ” � REVISED BACKWOUM TO x 2' -0' L1 MATCH IE CIMAL Sons TO BE CCA�IECTEO 3 406 TO ACHIEVE A Yti�sTW)1! OF I�SS114>m �sT�rl>< Z 1 FF BEAM CONK MONI 4E=..w j/t0 f"l Structural Engineering Consultants r PIPING SYSTEM SCHEDULE AND SPECIFICATION SYSTEM ABOVE GROUND BELOW GROUND JOINT METHOD NOTES SOIL/WASTE/VENT ABS ABS SOLVENT WELD SECURE ALL UNDERGROUND PIPING TO STRUCTURAL SLAB COLD WATER do HOT WATER 2' AND SMALLER CPVC -OR- (TOPPER N/A SOLVENT WELD -OR- 95/5 SOLDER MATCH MATERIAL OF EXISTING PIPING CONDENSATE PVC N/A SOLVENT WELD SEE MECHANICAL FOR DETAIL REQUIREMENTS INDIRECT DRAIN COPPER DWV N/A 95/5 SOLDER CHROME SPRAY ALL EXPOSED PIPING AT KITCHEN GAS PIPING BLACK STEEL SCH 40 N/A SCREWED 2 -1/2' AND SMALLER WELDED Y AND LARGER PANT EXTERIOR PIPE W/ RUST INHIBITOR PRIMER PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS L -E LAVATORY. DROP IN - PUBLIC 1 -1/2 - 1 -1/2 1/2 1/2 EXISTING REDUCED PRESSURE ZONE BFP WC -E WATER CLOSET. STANDARD HEIGHT (14')' FLUSH VALVE, PUBLIC 3 - 2 1 - EXISTING. PROVIDE NEW 1.6 GPF VALVE WATTS - MODEL 909 -QT WC -EH WATER CLOSET. ADA HEIGHT (17') FLUSH VALVE, PUBLIC 3 - 2 1 - PROVIDE NEW 1.6 GPF VALVE NEED NEW FIXTURE FLOOR MAT 20.0 UR -E URINAL - PUBLIC 2 - 1 -1/2 1 - EXISTING. PROVIDE NEW 1.0 GPF VALVE 2-0 US -E UTILITY AND MOP SINK EXISTING 2 - 1 -1/2 1/2 1/2 EXISTING 1.5 DF -1 BARRIER FREE DRINKING FOUNTAIN 1 -1/2 - 1 -1/2 1/2 - CONTRACTOR TO SELECT VERIFY W/ ARCHITECT K -8 COLD PAN - 1' - - - SEE ARCHITECT 1.5 K -10 2 -COMP POT SINK AT KITCHEN 2 - 1 -1/2 1/2 1/2 SEE ARCHITECT 1.0 K -11 DISHWASHER CONNECTION COMMERCIAL - 1 -1/2 - - 1/2 SEE ARCHITECT ROUTE WASTE TO FS WITH AIR GAP. SEE DOMESTIC CONNECTION DETAIL FOR BFP alt PRV K -12 PREP SINK SINGLE COUP - 1 -1/2 - 1/2 1/2 CONTRACTOR SELECT - 20 GA SS SINK GOOSENECK FAUCET W Y MATCH FACLTYS EXSTING FAUCET MAKE K -19 .RACE DISPENSER - 1' - 1/2 - SEE ARCHITECT CW SUPPLIED THIRU BFP -3 K -20 COFFEE MAKER - - - 1/2 - SEE ARCHITECT CW SUPPLED THRU BFP -3 K -21 ICE MACHINE - 1 - 1/2 - SEE ARCHITECT CW SUPPLIED THRU BFP -3 K -24 LAVATORY - WALL HUNG, PUBLIC YZ EYEWASH 1 -1/2 - 1 -1/2 1/2 1/2 CONTRACTOR SELECT, VITREOUS CHINA SINGLE HANDLE FAUCET. TRAP do HOT WRAP MATCH FAauTYS DOSTING FAUCET MAKE DRAIN, CLEANOUT, BFP, AND HYDRANT SCHEDULE SYMBOL ITEM MAKE Ok- REMARKS FD-1 FFD-1 FLOOR DRAIN (FD) OR FUNNEL FLOOR DRAW (FFD) ZtM/Z -415 (FD), Z -1742 FUNNEL (FFD) ROUND OR SQUARE TOP TO MATCH FLOOR FINISH TRAP PRIMER REQIARED FS -1 (FLOOR SINK ZIAWI SD2375 12' x12 6' SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS HD-1 HUB DRAIN N/A SEE PLAN NOTES FOR ADDITIONAL REQUIREMENTS BFP -1 REDUCED PRESSURE ZONE BFP WATTS - MOM! 909 -QT PREMISES ISOLATION. 1 -1 2 . PROVIDE HOT BOX BFP -2 REDUCED -PRESSURE ZONE BFP WATTS - MODEL 909 -QT AT COMMERCIAL DISHWASHER. 3/4! BFP -3 REDUCED PRESSURE ZONE BFP WATTS - MODEL 909 -QT SERVESS ICE MAKER. JAL COFFEE MAKER. 31 MV-1 THERMOSTATIC MINX NG VALVE LAV/81WK POWERS E -480 3/8 COMP CONNECTIONS UNDER CABINET AT LAV /SINK LOCATION. PROVIDE STOPS. SET TO 105 DEG F AND LOCK PLUMBING CALCULATIONS Date: 07/23/03 45 GPIs YIMJM MAN PRESSURE AVAILABLE 80 PSI WATER SERVICE METERING L0SS (11 METER) 14 PSI SUBTOTAL 4 SUBTOTAL WATER SERVICE BFP LOM 1 -1/7 8 WASTE WASTE WATER WATER SUMMARY QTY FU FU FU FU UTILITY SINK (E) 1 3.0 10 2.0 2.0 PUBLIC WATER CLOSET (LUSH VALVEXE) 4 4.0 16.0 5.0 20.0 URINALS(E) 1 2.0 2.0 4.0 4.0 PUBLIC LAVS(E) 3 2-0 6.0 1.0 10 KITCHIE N SINK O STAFF ROOM (E) 1 2.0 2.0 1.5 1.5 2 -COMP SINK (K -10) 1 4.0 4.0 20 2.0 DISHWASHER (K -11) 1 &0 3.0 20 2.0 PREP SINK (K -16) 1 2.0 2.0 1.5 1.5 ICE MACHINE (K -21) 1 1.0 i.G 1.0 1.0 PUBLIC LAVS(K -24) 1 1.0 1.0 1.0 1.0 DRINKING FOUNTAIN 1 0-5 0.5 0.5 0.5 COMMERCIAL CLOTHES WASHER 2 4.0 &0 30 S.0 H0SE 2 - 10 10 TOTAL 48.5 47.5 WATER SERVICE CALCULATIONS DATE: 07/23/03 SMOING WATER DEMA0 (UPC CHART A -3) 45 GPIs YIMJM MAN PRESSURE AVAILABLE 80 PSI WATER SERVICE METERING L0SS (11 METER) 14 PSI SERVICE PIPING LOSS. 'w. 1 - 1/7 4 PSI WATER SERVICE BFP LOM 1 -1/7 8 PSI HIGHEST BUILDING FIXRJ RE U"ATTON (12') 5.16 PSI RM RES WAIL PRESSURE AT REMOTE LOCATION 15 PSI REMAINM STATIC PRESSURE AVAILABLE 318 PSI ALLOWABLE FMRICTION1 LOESS FOR PIPE LEIIGIH 100 FT 33.8 PSI PER 100' DESIGN MAX FRICAON L06S 20 PSI PER 100' FLAG NOTES COGNATE FINAL CONNECTIONS WITH i CIVIL DRAWINGS 5' -0' OUTSIDE THE BUN.DING FOUNDATION. INVERT DEPTH, FIXTURE UNITS AND DRAINED AREAS AS NOTED. IDENTIFY ANY DISCREPANCIES TO ENGINEER BEFORE ANY WORK. R> DEMO EXISTING SINK CAP WASTE. CW, AND HW IN WALL. DEMO EXISTING PLUMBING FIXTURE. REMOVE CW do HW BACK TO CONCEALED LOCATION ANO CAP. RELOCATE EXISTING FIXTURE PER ARCHITECTS PLANS AND ELEVATIONS. DEMO FLOOR AND WALL AS REQUIRED FOR NEW WASTE; VENT, MID DOMESTIC PLUMBM CONNECTIONS. PLUG EXISTING FLOOR SINK THIS AREA AND PROVIDE NEW AT LOCATION INDICATED. DOMESTIC HW /CW CALCULATIONS Total Water Usage 47.5 FU No. of tolets 4 20.0 FU No. of hose bobs 2 2.5 FU CW fill faucets 0 0.0 FU Combined hw /cw 25.0 FU HW only 18.8 FU 20 GPM CW only 41.3 FU 26 GPM PIPE SIZING BASIS Slung based on 20ps111OW am do 8ft /sec Tax Velocity Flush Vat as Water Closets FU Range 101081 0-12 FU t 1/4 13-20 FU 11/2 21 -115 FU 2 PIPE SIZING BASIS Slung based on 20ps1110W mac & 8R /ssc max Velocity Branches with no Hush valves FU Range p4e do 0-5 FU 1/2 6-12 FU 3/4 13-30 FU 1 31 -50 FU 1 1/4 UPC Gas Load Summary Water Heating Equipment 312.0 MOH Commercial Clothes Dryers 350.0 MOH Residential Clothes Dryers (8035) 0.0 MBH Commercial Ranges 0.0 MBH Subtotal 662.0 MBH Space Heating Equipments 0.0 MBH Pod Heating Equipment 0.0 MOH HVAC Equipment 400.0 MBH Barbeque Outlets - MBH Subtotal 400.0 MOH Q Process Load Equipment 0.0 MBH Fryers 0.0 MBH Owens & all other I dtch equip 0.0 MBH Spas MO MOH Subtotal 0.0 MON Total 10620 MBH Fuel Heat Capacity 1000 BTU /CF Max Gas Flow 1062 CF/)R Decorative F'replace heating loads (0042MBH /ea) GENERAL NOTES 1 INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A 3' WASTE PIPE - 3' CLEANOUT WITH 2.5' PLUG 8. 4' WASTE PPE - 4' CLEANOUT WITH 3.5' PLUG C. 6' WASTE PPE - 6' CLEANOUT WITH 15' PLUG 2 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A V3=111 OF 1/4' PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE 'ADMINISTRATIVE AUTHORITY FOR A SWALLOWER SLOPE N NO CASES SHALL SEATER PPNG BE INSTALLED AT LESS THAN 1/N)' PER FT SLOPE N NO CASES WILL PIPING SMALLER THAN 4' BE INSTALLED AT SLOPES SHALLOWER THAN 1/4' PER HOOT: 3 PROVIDE STOPS POOR TO ALL PLUMBING EQUIPMENT AND PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT N ACCORDANCE WITH THE SPECIIFICATIONIS - 15410 4 PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS 5 SEE ARCHITECTURAL DRAWINGS FOR PLUMMOG FDaURE ROUGH -N DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRATANGS FOR FINISH REQIIIREMOiS OF ALL PLUMBING; FI 111RES NClUGM REQUIREMIM FOR FLASH LEVER LOCA11ON1 AT ADA COMPLIANT TORETS PEPORT ALL OISCREPANCIES TO ENGIE10.R PNOR TO ANY WORK. 6 SPECIAL NOTES HAVE BEEN PROVIDED FOR SECUREMIM OF THE WWAIIR IiEATERS AND STCRAGE TANKS. THESE ARE REOLMED TO ANI RE TO THE BUILDING CODE SEISMIC REQUREMOM IHE COMPACTOR IS REFERRED TO THE SIRUCTURAL DRATRAGS FOR AD01111011M SPECIAL REQUtiDD�[T5 ffLATO TO IHE PLUMBING INSTALLATION. Ri7>OZ TO TIME FOOD SEBtVICE OR X11CHEIII DRAWINGS AND SPEG'S SECTION 11400 FOR DETAIL PUli M REQIAROM?t1S OF THESE SYSTM 8 BITER TO SECTIONS 11400 FOR DETAIL PLUMING RIEQMEMENIS OF OVER SPECIALTY EQUIPlE11T SUCH AS TRASH CURE WWASHOM 12 ACCESS PANELS REQUIRED AT ALL OONCEM D VALUES OOORIDWIATE LOCATION( AND SIZE UM ARCHITECT. r s� �r ABBREVIATIONS BFP BACK FLOW PREVENTOR C.O.T.F. CLEANOUT TOP O FLOOR C.O.T.G. CLEANOUT TOP O GRADE FU FIXTURE UNITS I.E. INVERT ELEVATION POC POINT OF CONNECTION W WASTE V VENT us TOP OF SLAB VTR VENT TO ROOF DRAFTING SYMBOLS SYMBOL DESCRIPTION Q REVISION UMBEL DETAIL NUMBER @C : DETAIL BUBBLE � SHEET WFERE DETAIL IS SHOWN FHXTU RE TYPE SEE SCHEDULE K = KITCHEN FIXTURE 2 FIXTURE SYMBOL �- FIXTURE NO. KITCHEN FIXTURE SYMBOLS. SEE FOOD PLUMBING LEGEND SYMBOL DESCRIPTION WFMAWN) NEW WORK (HEAVY LINE) COLD WATER (ABOVE FLOOR /GRADE) -- HOT WATER ABOVE FLOOR GRADE) (120T TEMPERED WATER I NOT INDICATED OTHERWISE) 140 140' F HOT WATER - • - HOT WATER CIRCULATING G GAS PIPING (LOW PRESSURE 7' W.C.) MPG GAS PIPING (MED. PRESSURE 2 PSI) WASTE (ABOVE FLOOR) PIPING ---- - - WASTE (BELOW FLOOR) PIPING -4W- INDIRECT WASTE PIPING -- - --- - - -. VENT C CONDENSATE PIPING N-- CAP OR CLEANOUT 0 - PIPE UP C PIPE DOWN p+�Q --- PIPE TEE UP {) VALVE PIPE TEE DOWN �--- 45' DEGREE ELBOW I-_ 90' DEGREE ELBOW PRESSURE GAUGE 4 WAY TEE BALANCING VALVE r` ECCENTRIC REDUCER GATE VALVE FLANGE HOSE BNBB TEE T TEMP TEST VALVE STRAINER UNION -�I-- REDUCED PRESSURE BACKFLOW PREVENTOR AIR RELIEF VALVE AIR VENT Y BUTTERFLY VALVE p+�Q --- PRESSURE REDUCING VALVE GAS REGULATOR W/ VENT PRESSURE GAUGE THERMOSTAT BALANCING VALVE - -{�- -- BALL VALVE GATE VALVE HOSE BNBB CHECK VALVE RELIEF VALVE STRAINER ----� FC0 FLOOR CLEANOUT (1 -� 1MCO WALL CLEMIOUT (WOO) D FLOOR SINK • FLOOR DRM o VIR VENT 7FIRU ROOF 0 POINT OF CONNECTION (POC) HV Engineering, Inc_ '-'- Consulter Rogineers 7100 Linden Ave. N.. Ste. I Seattle. Washington. 98103 Pbme: (NO) 706 -9660 ?ax (on) Toe -iaso www kVwM ineerrins. b1s Project MARRIO17 RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 HM DAIS REYIM 4 3115106 SCOPE REVISIONS 3 12113105 PERMIT CORREC 2 MGi106 MISC. P&VISIM i 8127103 ADD BAR SINK PARTNER N CHAIM TGH PftM MAKAGER im PRWECF DIGNM JWH PROJECT TEAM fiEIeERS TGHIJWH CHEgt TGH -T>> :T oeehLs 8/1/2007 TIRE PLUMBING LEGEND AND SCHEDULES p . '44T FROM ""'r7T, a 2004019 DAVE Q� JULY 25, 2003 FRMI MEIN= PAIN � _ _ � 9#ET ■�Jt T �� ■ r S r 4 s � T PAR SITE PLAN SCME i' = 20r Ii' - t':� o� s /vii AAf SITE PLAN PLUMBING FROM In C;r D 200019 DAM .it1LY25.2O0Q FROM 1E1'i1W PAIN FEMVED C1TV0FTlJWMLA S wumm M A 2 PEFUTCEfOEts P2 0 6 ;l I -..amAi y HV Engineering, Inc -- Consulting Engineers 7100 Linden Ave. N., Ste. i Seattle. Washington, 198103 Phone: (206) 706 -9 619 Fax: (206) 706 -1610 www. hmagineazlag. biz Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 utlL 1m rya. 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' e � '� I 1 I I 1 I 1 \•\ v\ \ c i 1 I rti � Y N I Mc I Z I W � � 4 /, Y� Y d0 I •� I I I I I I I I I Y o � I I I Y� i i i b a oc cc a cc W co cc I z W di oc I- F �I T N a g O 11 • .w M go a A o e � g O 11 • .w M go a A ADJUSTABLE STRAINER - DEPRESS DRAIN 1/4 TO 1/2 WHERE NOT ALREADY SLOPED CLAMPING FLOOR D_ RAIN DETAIL GROUT 4 FLOOR PROVIDE WATERPROOF MEMBRANE -AT ALL FLOOR DRAINS. FLOOR SINKS. AND TRENCH DRAINS. DRAIN PIPE NOT TO SCALE FINISH FLOOR COLLAR SLAB; METAL COLLAR. CLEANOUT FLOOR PLATE C RIM JAY R. SMITH FIG. 4106 OR EQUAL CA" W/ LEAD OAKUM ALL AROUND ALL INSIDE FLUSH TS TS SHALL BE 114STAILI.ED IN SUCH A MANNER THAT THE 70P COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED FLOOR. INTERIOR CLEANOUT DETAIL NOT TO SCALE TO FLOOR SINK PREHEATED WATER INLET '%— STRAINER W/ BLOW-OFF VALVE PRESSURE REDUCING VALVE W/ BYPASS REDUCED PRESSURE PRO CIPLE - BACITLOW PREVEIflM IW TO FLOOR SINK. NOTE: BFP. PRV. STRAINER. HAMMER ARRESTOR PIPE RELIEF VALVE TO OPEN DRAIN. AND lEMP/WESS GUAGE REQUIRED FOR DW INSTALL IN ACCORDANCE WITH ALL LOCAL ONLY INSTALLATION. CODES. DISHWASHER & BOOSTER HEATER DETAIL SCME NONE VALVE UUM (AS KQUIRDED) PLAN FOR Dwr Sff `-ORIP LEG ASSEMBLY TYPICAL GAS CONNECTION DETAIL ... -_ _.. _ .. . _ .- . _ .. .. - - . i�illlf /!T/!f /l�lrsfl�Tl1�:lll.G�I,'1 (�:_ :___ 4 A w C) v 1 ... ... -... r l / 0 Erf-LOYEr- $ m • VA q4 A; Ile- ril , - Poo V 9/0 PBELOIW / L --- ; Ci C sr-T Its, 611 57 !R -------- R � _v , ; i% —� I Ali - -• -� -�i� � -- - - - -- --�� 1;3 At • -A 7T Ir AT T I G 'ir�/��!�� - _:r'Ip?Jlrf%'fll.- 'III:' . . . . . . . . ATTy- A%ESS 7M1 Zz X_ FROM YANAGIR Jvm PROJECT ENGWIEER JWH Lm PROJECT TEAM MDAM 'FGWJM �TA k L-1 I 1A ... -_ _.. _ .. . _ .- . _ .. .. - - . i�illlf /!T/!f /l�lrsfl�Tl1�:lll.G�I,'1 (�:_ :___ 4 A w C) v 1 ... ... -... r l / 0 Erf-LOYEr- $ m • VA q4 A; Ile- ril , - Poo V 9/0 PBELOIW / L --- ; Ci C sr-T Its, 611 57 !R -------- R � _v , ; i% —� I Ali - -• -� -�i� � -- - - - -- --�� 1;3 At • -A 7T Ir AT T I G 'ir�/��!�� - _:r'Ip?Jlrf%'fll.- 'III:' . . . . . . . . ATTy- A%ESS 7M1 Zz X_ I 1 61 &Q, Ff. 21 1413 W. Fi. mlEf: TING ------- 203 FROM YANAGIR Jvm PROJECT ENGWIEER JWH Lm PROJECT TEAM MDAM 'FGWJM Tai k I 1 61 &Q, Ff. 21 1413 W. Fi. mlEf: TING ------- 203 rM MAMTM MINI 110! CUD"CE MOM FRESH AIR INTAKES. rr 40 4 )FG TO SECOND FLOOR PLUMBING PLAN SCML - HV Engineering, Inc. Consulting Engineers 7100 linden Ave. N., Ste. I Seattle. Washington, 98103 Pbovm (m) 7"-"" Project MARRI01T RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 NOL DAN REMSM 3/t5106 SCOPE REVL91ONS Z3 121I3105 PERMIT CORRECT 9P2M MISC. FtEVkfW* af27103 ADD BAR SINK PARIM 0 CHARGE TGH FROM YANAGIR Jvm PROJECT ENGWIEER JWH Lm PROJECT TEAM MDAM 'FGWJM Tai EMG�S SEAL rM MAMTM MINI 110! CUD"CE MOM FRESH AIR INTAKES. rr 40 4 )FG TO SECOND FLOOR PLUMBING PLAN SCML - HV Engineering, Inc. Consulting Engineers 7100 linden Ave. N., Ste. I Seattle. Washington, 98103 Pbovm (m) 7"-"" Project MARRI01T RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 NOL DAN REMSM 3/t5106 SCOPE REVL91ONS Z3 121I3105 PERMIT CORRECT 9P2M MISC. FtEVkfW* af27103 ADD BAR SINK PARIM 0 CHARGE TGH FROM YANAGIR Jvm PROJECT ENGWIEER JWH PROJECT TEAM MDAM 'FGWJM Tai EMG�S SEAL SECOND FLOOR PLUMBING PLAN FROM W CITY 9fE11111i�R ,TM HAMMER ARRESTOR TEMPERATURE/PRE-SSURE GAGUE F V—STSP VALVE C C DUCTLESS SPLIT SYSTEM SCHEDULE MARK MANUFACTURER MODEL DESCRiPiION cAPAA SEER CFM VOLTAGE MCA MAX FUSE WEIGHT NOTES SERVES . - - T — PFME ROOM CU -6 MITSUBISHI PU12EK CONDENSING UNIT 12.5 MB - W60/1 1 11.0 15.0 105 LOS WITH AC -1 PHONE ROOM 1 PROVIDE PKH -FK WIRED CONTROLLER 2 PROVIDE CONDENSATE PUMP TO LIFT CONDENSATE TO NEAREST WASTE RECEIVER g 2005 24 DUCTWORK STATIC PRESSURE AND SEAL CLASS BASED UPON SMACNA: 25 REFER TO WASHINGTON STATE NREC COMPUANCE REQUIRIEME NTS ON DRAWING SCHEDULE SHEETS FOR ADDITIONAL MECHANICAL PROVISIONS 26 ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% PER VISEC 14111 27 SEAL DUCTWORK PER WSEC 1414.1 AND PER DIVISION 15 SPECFICA7X*& 28 BALANCE HVAC SYSTEM PER WSEC 14163 AND PER DIVISION 15 SPECIFIC11RM 29 COLUSSION HVAC SYSTEM PER WSEC 1416.4 AND PER ONViSNON 15 SPECIFICATIONS. 30 PROVIDE OOMPLETION/kECORO DRAWINGS PER WSEC 1416 AND PER NVIS10N 15 SPECIFICATIONS MECHANICAL LEGEND SYMBOL �R 1 DESCRIPTION EXISTING WORK OR BACI(GROUND INFORMATION (LIGHT LINE NEW WORK (HEAVY LINE RELOCATE ENSUING EQUIPMENT ITEM OR DEVICE INDICATED EXISTNG EQUIPMENT OR DUCTWORK 70 BE SELECTIVELY DEMOLISHED TYPICAL EQU14"T DESIGNATION (001AUUST FAN SHOWN) 0 OCCUPANCY (CO2) SENSOR QT ROOM THERMOSTAT (T) 12X8 DUCT (1ST FIGURE = SIDE SHOWN. 2ND FIGURE = SIDE NOT SHOWN) ��. FLEXIBLE CONNECTION VOLUME DAMPER W TAIL -OFF X JJJ&XGULJIR TAKE -OFF WITH FLENBLE DUCT • ROUND DUCT OR PHASE INDICATOR MOTORIZED DAMPER s/r COMBINATION SMOKE/I:RE DAMPER GXiD� CEILING DIFFUSER OR GRI RADIATM DAMPER FD FIRE DAMPER TERMINALS: 1 CEIING DIFFUSER, TYPE 1 f rs NECK BALMICE TO 350 CFM ® CEILING DIFFUSER (FLOWN ARROWS SHOWN ONLY F AIR FLOW NOT SYM E"IRICAL) CEILING RETURN GRILLE ® COMING EXHAUST GRILLE LSD IONIZAIIGNN TYPE SMOKE DETECTOR SHEET LIST M1.0 — MECHANICAL SCHEDULES do LEGENDS M2.1 — FIRST FLOOR MECHANICAL PLAN M2.2 — UPPER FLOOR MECHANICAL PLAN DRAWING SYMBOLS 31 THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING PER WSEC 1422 WISEC 1435. 32 IINSIAATE DUCTWORK PER MEC TABLE 14 AND PER DIVISION 15 SPECIFICATIONS (WHICHEVER IS GREATER). 33 INSULATE PIPING PER NSK TABLE 14-6 AND PER DIVISION 15 SPECIFICA IOW (AVER IS GREATER 34 PATCH ALL FLOOR; WALL. CUM AND ROOF OPENINGS GREAT® /CAUSED BY 1W OEMOUTION OF COSTING DUCTS PPESy FiXNRM ETC IN ACCORDANCE MATH DIVISION i SPECIFICAIMM IF 1 ` )7 C IA 36 COORDINATE ALL MECHANICAL WOW VATH ARCHTECTURAL PHASING DRAVANG6 37 PATCH ALL FLOOR, WALL. CERNG AND ROOF OPEINMGS CREATED/CALK" BY 1W OEMOUTION OF Cos W DUCTS, PPM FI)I URESr ETC N ACCORDANCE NIH ONM M 1 OF THE SPECFI AINONS GENERAL HVAC NOTES i THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS. PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT. DOOR HARDWARE, ETC.) NOR WITH ELECTRICAL SYSTEM (LIGHT SWITCHES, SPEAKERS. OUTLETS, ETC.). MOUNT THERMOSTATS 48' AFF UNO. 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF GRILLES. REGISTERS. DIFFUSERS, AND OTHER CEILING OR SURFACE MOUNTED DEVICE& INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING TILES. IN THE CENTER OF ROOMS OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT INDICATED ON ARCHITECTURAL DRAWINGS, OBTAIN DIRECTION FROM ARCHITECT PRIOR TO INSTALLATION. 5 SEE ARCH. DRAWINGS FOR EXACT SIZE AND LOCATION OF LOUVERS. COORDINATE EXACT SIZE OF ATTACHED DUCTWORK/PLENUM AND /OR MOTORIZED DAMPERS WITH ARCH. DRAWINGS. 6 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 7 COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 8 ARRANGE HVAC EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES AND RECOMMENDED BY MANUFACTURER ARE PROVIDED. PROVIDE 42' CLEAR AT DISCONNECT SWITCH ON TERMINAL UNITS WITH ELECTRIC HEATING COIL 9 PROVIDE ACCESS PANELS/DOORS IN DUCTWORK AS INDICATED IN DIVISION 15 FOR INSPECTION AND MAINTENANCE FOR ALL SMOKE/FIRE DAMPERS. 10 GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND /OR COMBINATION FIRE /SMOKE DAMPERS 1WR000XH ACCESS DOORS IN HARD COUNGS AND WALLS. WHERE ACCESS DOORS PENETRATE FIRE RATED SYSTEMS THEY SHALL BE RATED IN ACCORDANCE WITH IBC REQUIREMENTS. 11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT (VOLTAGES. ETC). 12 DUCTWORK AND PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF V IF RUNNING PARALLEL AND ABOVE CABLE TRAYS, ALLOW 18 TO THE SIDE OF CABLE TRAY'S. 13 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR. SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 14 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NOT ADDITIONAL COST. 15 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS. VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 16 DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. 17 DUCTWORK SIZES SHOWW ARE CLEAR INSIDE DIMENSION. 18 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUI=ACTURWS INSTALLATION INSTRUCTIONS. AS INDICATED ON DRAWINGS. OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS. AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL. 19 IF REQUIRED FOR INSTALLATION OF PIPES. DUCTS, AND EQUIPMENT. PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS. JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORGES. MOMENTS. DEFECTIONS). STRUCTURAL. MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 20 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS. UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 1J,1111 I I Kil A. EXHAUST DUCTWORK FROM EACH EXHAUST GRILLE TO A POINT 10 FT UPSTREAM OF THE (RIULE (EXCEPT FOR KITCHEN AND SHOWIER EXHAUST DUCTWORK). B. ALL AIR TRANSFER DUCTS AND CEILING RRIEF GRILIES. C. ALL EXHAUST DUCTWORK WITFUN 15' OF A FAN (EXCEPT KITCHEN AND SHOWER EXHAUST). D. ALL SUPPLY AND RETURN DUCTWORK WITHIN 15' OF A FAN. 6 ALL MIXED AIR AND EXHAUST AIR PLENUMS. DO NOT LINE OUTDOOR AIR PLENUMS. F. PLENUMS UPSTREAM OF RETURN FANS. G. OTHER LOCATIONS WHERE NOTED ON DRAWINGS OR SPECIFIED. 22 PROVIDE A VOLUME DAMPER FOR EACH SUPPLY BRANCH, RETURN BRANCH (DUCTED ONLY), do EXHAUST BRANCH W H1 RE M EE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH. AND ELSEWHERE AS NOTED ON DRAWINGS OR IN SPECIFICATIONS. 23 PROVIDE CONICAL SPIN--IN FITTINGS FOR ALL 90 DEGREE ROUND DUCT BRANCHES FROM RECTANGULAR SUPPLY DUCTWORW, DO NOT USE STRAIGHT TEE RTMM C HV Engineering, Inc. Consulting Engineers 7100 Unden Ave. N., Ste. 1 Seattle, Washington, 98103 > (m) M-9w Fax: WIS) M -1810 ww bb Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWI LA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 R0: DAN REHSIO!! 9 3115106 SCOPE REVISIONS 3 121IM5 PERMIT CORRM 2 9126p6 MSC. REVISIOA 1 W71003 ADD BAR SINK PARTNER N C"Na TGH PROm YANJIGER JWH FROM ENGNM Jvm TG1VJWH C'JfCK TGH BIG99M six LLr X40 __ Nat WU HVAC SCHEDULE AND LEGENDS FROM No: 200M9 DAZE JULY 25.20003 FROM IE'FIM PAIN SHEEF NAM M1.0 ' Ar & 'k I . . . . I On i COLUMN GMD SYMBOLS I s V GENERAL MECHA IN1 CAL NOTES NUMBER IDENTIFICATION FLAG MIECHAI RCA . NOTES M MBER 11DENiiFTCA71ION .4 FIE � '"WoIa IF CXNrEh J • W a Ct) �0$za Z 0 o Z 1 00) Z w •fig w cr < w 0 co a: 01 z D Z W 0 0 0 8H A . 11. am m allillIll, t() a: a5 w < w CM cr 8 j d 8 w 0 0 z co (/) CO w 0 co � > < < 0 < U 06 LU x Lix *0 ilIl- t 3: 'r < TM w N U J CL W T_ 2 'r - D W CL C4 co m 19 19 3� 41 I 11 IN N-1 CM 2 �w IQ ,14e, 6 Aly, oa o P z . . ........ ut Ali t Vt us ry ; e: .. .\ �: �• �S ;�� 111 �1 :. r .i ` _ ' . *_.. _. r.. i.•�al• �� -�I .... ..*...��' ..� .. •i••� .. i , 1 ,,, 1• . C "ti . � � �, !�� � 1 . � 1 r` \w W`.a:. a \1 \, r r _r 1 .....Si.\w.+.iY � � \`�.V:�i 1 . ♦:�.•.,, : ...1 - . • w ...: . � , - I•._ . , ..) .. ♦ - .'. i 1.. . .. • ,. •. .. ' 1 1 {11 ul C �� •' ` al/ � ` • \ � I I j � ' �� a 1 ..— • . ... .1....•.. rl•... 1.. ..L � n. . . . 4,1 00 4 ;;wfQ • - UA: Y i Y PX Ap it N 4 " o, Ly. to L 61 W J) 7 to fy lu i4 O 0 lo %sr 't 0: NN' l y NV VO, NV Z ma 06 =I Z INC O O L16 I= to cc F6 a 4 0 ob 14 0 to a r a • it bbl.- - I— - .10 . ... . ...... lo F Z ma 06 =I Z INC O O L16 I= to cc F6 a 4 0 ob 14 0 to a r a • it bbl.- - I— - .10 r S 0 0 0 0 Ln 0 � 0 X col c ° z c N:1 LiJ N 0 x 0 0 c 0 2 4 PROJECT INFORMATION W/6 5T SEE BMDWx LOCH , i FLAN BELOW / %j VILGN`�Ay r: W E sT SITE VICINITY MAP NOT TO SCALE REAR EN1RAtrGE / EXaT tares - ?;. r:. ^".�.� - •��' �;•�_� " r jam �" �• � ,��� .� LOCATION: AF'MXMATELY I MILE SOUTH OF 1405 AND THE WEST UPPER VALLEY 14*N TAY. AT°PLiCABLE CODES: NTERNATIONAL BUILDING CODE 2003 EDITION FLOOR NTE"DONAL MECHANICAL CODE 2003 EDITION EXISTING BUILDING UNIFORM PL.II"iBNG CODE 2003 EDITION L48 SQ FT. INTERNATIONAL FIRE CODE 2003 EDITION S ( EXISTING PORC4u WASHINGTON STATE ENERGY CODE JULY 20®4 EDITION VA LL WASNN &TON STATE VENTILATION AND INDOOR AIR ADDITION COALITY CODE JULY 2003 EDITION OCCUPANCY A -2 WAQTNROOi'7l, SERVING BREAKROOCI ADDITION B OFFICES, MEETNG ROOM 1 SQ FT. F -1 LAUNDRY GOISTRUCTION TYPE V - A SPRNCLED IW FILL n SYSTEM SEISMIC ZONE: 3 SEVER DISTRICT: USE EXISTING SERVICE WATER DISTRICT: USE EXISTING SERVICE SITE STATISTICS TOTAL SITE AREA (4.44 ACRES) 133,465 SQPT. (10016) CONTRACT LIMITS REMODEL EXISTING GATEHOUSE BUILDING AND MINOR ADDITIONS �- TOTAL EXISTING BUiLDNGS iS RESIDENT FOOL mom 1 : COMMON BUILDING I Apa 4 TOTAL WITS 144 WITS REQUM PARICNG PROVIDED (EXISTING NO CHANGE) OPEN STANDARD 108 STALLS OPEN COMPACT 41 STALLS OPEN HANDICAPPED 4 STALLS TOTAL PROVIDED =153 STALLS r hY • 14 w ••, „ .es r e,r� .TLS � y i fit; ♦ a Av • ,••� +..ww..•. •, c.-. ; t \` 'aka / • I \� �� •� Vfw�a�w la �W Yi.N.IIiN� + �, ��� _ 11 �. .I r low ­7 'ti r - : L �•.....� ...... ! • 7 �•, ►. �n . e .. i + t ' j.� �_ � _ it . . 2i .� f� it - ILm VEIT BUILDING LOCATION PLAN NOT TO SCALE EX iSTNG GATEHOUSE NATCNED) ADDITIONS TO G ATEHOUSE (SOLID) V t op jb1- `- �1 I %* i -4 O �j o 4 N N e - !� WAY - - -, cur CS SEPARA17 r iNl;Tii 1 REQUIRE FG Z: a a Gas or, LAIC WiVa t . A 1 3�- Mb N! Z kz 0 •'� a j o ya' + rnc_ SITE ENTRANCE / EXIT .4b 14 r•� f -�� -'r SITE PLAN NOTE SITE M.M *fOfd"ATiOh 15 TAM FROM AS W-T SURVEY AS FFWARED BY: TO COUNTY LAND SURVEYING CO. 460 200TH 5T. 53L. SM A LYN4 00D. K& 98036 (4251116 -2W6 AiL- Is .I Fm IAA am a-1M Not ewe d **dw& at to wouNp dowooft dept rlkA' ' i0aft ft , I*Wn at &V aooer w aft ar aAftom fmw d �ppwad Fide ire !7z o� 3Za -d� • 1 1 BUILDING INFORMATION iBC AREA DATA QFMI ND UPPER TOTAL i'EFr�.D OF C?Oi'7P.'.t1Nl"'- TOE Y/ZlES Ni0iIa3 BED' AJ a�tET OR DOSED Ti•10f� FLOOR FLOOR AREA EXISTING BUILDING 3, 534 SOFT. L48 SQ FT. 4952 SOFT. S ( EXISTING PORC4u 433 VA LL *RAV.R ADDITION Issm. C-LAZ G J- V:.E :L BREAKROOCI ADDITION atv.j 1 SQ FT. 34T TOTAL ADDITION i 61 SOFT. 1 SQ. FT_ I 68 SQ FT. TOTAL 3595 SM. L 425 SOi FT 5pe SQ FT HEATED AREA DATA GROIM UPPER TOTAL i'EFr�.D OF C?Oi'7P.'.t1Nl"'- TOE Y/ZlES Ni0iIa3 BED' AJ a�tET OR DOSED Ti•10f� FLOOR FLOOR AREA EXISTING eUILONG 31646 SQFT_ 1,489 sa FT. 5)'35 SQFT. SE ATING (EXISTING PORCH) WILL VA LL *RAV.R AIR 7 ADDITION 22 SOFT. C-LAZ G J- V:.E :L 19REAKROA"1 ADDITION atv.j 1 3 SQ F3 34T TOTAL ADDITION 61 SQFT. 9 5(,L F 16 5Q F1: TOTAL. 3,13 SM. 498 sa Ft. 15.211 sa FT. BUILDNG NEraw 2- STORIES 24'- 0 3/4 LEGAL DESCRIPTIONS: FIaOM LAIVIER5 TITLE b1SURANCE CORPORATION TiTLE CA"U"ITI'EYT NiJIU R WOSWC PARCEL 'A" LOT 2 OF SHORT FLAT NO. 84- 31 -SS, ACCCRDM TO TIE SNORT PLAT REC01 110M KNG COUNTY RECORDWs NO MM30U& SITMIE IN TIE CITY OF IUWWLA, COUNTY CF KBIG, STATE OF GIASHNGTONL PARCEL 93 A PERPETUAL APP.1Q1T3dAdNii EASEMENT FCR TIE BETTSFiT OF LOT 2 OF SHORT PLAT N10! 84- 31-SS. ACCORDING TO THE SHORT FLAT RECORDED UNDENi RECOIZ NS NR 8501090148. FOR PURPOSES OF iASW% EGM66, UTILITIES, PARiCl rk LANOSCA;PWz QMNW N THAT CERIIAN EASE1 DNTT AND MAINTEIVNCE ACAREEMIT SETIIEEN 1 Li Z A PARK ASSOCIATES AS GRANTOR TO TUIOAA HOTEL ASWCHATES LMED PARTOERSWt;P RECORDED JAANIARr TT, M N OFFICIAL RECD OF KING COUNTY UNDER RECORDING NO. 850FI05" AND AS At*NVW BY THAT CERTAtNT AMENDMENT NIT TO EASEH' 011 A1 4D MANMBNfA%CE SEE rMc RECORDED TEBRU A W % 1381 UhIDER RECOQDFIG NO, 81020'9H7M AND FURTHER A1" E]Np D MAT CERTAN Ar`� NIT NO. 2 TO EASEM W AND MAINTENANCE AGREBIENT RECORDED RECORDED AUG UST 1 W1 UNDt' FECARDM NO SUMVIM; VTUATE N THE CITY OF TU ILA, CANTY OF KING, STATE OF VAS 'NSTOR GENERAL SITE NOTES t DE CONTRACTOR IS TO Y&T T'.E SITE LAD BECO'E FA'*XKR: UIR THE EXISTWI CCNXTICW 2. CONTRACTOR S TO LEAVE ALL 14WAAS ADJACLV. TO 714E NN C011FLEW 5TPJCib1aF PROPERTY GRAe'> /+:'A;Y FROM THE ffJLDiN& A.h7 AREA DISUSED BY 006TRIiCTICH APPROVED SN ,LL CE QWZW TO r-ATC H ADJ/CLNT CMDES AND RAY TO RECEWE SOP 3 -&J ,Fr:. tt+Nrrce c 46 d t , I . SQ 4- !t c %ol A PQ WASHINGTON ENERGY �' AiJ CODE COMPLIANCE :1t.AT10N CF ARErs 015PUN -IR D BY CON`a• T:OUGTION i'EFr�.D OF C?Oi'7P.'.t1Nl"'- TOE Y/ZlES Ni0iIa3 BED' AJ a�tET OR DOSED Ti•10f� C."F- ? G - PRES*�2U?Ti'IE PAATM AFFROACl4 FOR ALL OCCtPA \ ES CL;-* = ZONE I - Ffi• *VCs BY OT.E„Q FUELS (HEAT P") MEC T 033- 4 TA5w -E 19-1 G�,�Z?id MAX Y.AC•RS CE;016 VAULTED &A LL WILL VA LL *RAV.R 51.L8 P.GOR C-LAZ G J- V:.E :L 6I0 atv.j E 34T E . ROOF FRAMING PLAN ON TYPICAL DETAILS MECHANICAL 4 PLUMBING ENGINEERING PID FLUM15MG LEGENDS AND SCHEDULES P2.0 PLUMBMG SITE PLAN P2.1 FIRST FLOOR PLUM M PLAN P22 SECOND FLOOR PLUMBMCs PLAN ho uDOtr NA EEC R -310 R -21 R -2 IXA XA E -1 R -3 Q-Sd f.f3f: ::s �USPECRICIN BY WaTu h C v,TE3 j.JMER TAP* T-E 4EQ*ND MU,iAT4Nf VALLE Fi.L - v1= E\TS T THE M96 WtOrl Y HEALTH F0.QREQAiED VINT - <).N ARM MR >Ia"VO& - n-F ? is > R EE OUIR E P Ty A c p , r , ..� A , 1 1 4 11 ;.•E �a7 ilw �.t�i,! • _:� ..: !sue 4 1 ,I C! V s i v FINDEX OF DRAWINGS ARCHITECTURAL. AiJ COVER SHEET / SITE PLAN A2.1 GROUND FLOOR BUILDING PLAN A22 UPPER FLOOR BUILDING PLAN A3J BUILDING ELEVATIONS A4.1 BUILDING SECTIONS AND INTERIOR ELEVATIONS A42 BUILDMG SECTIONS AND NTEMOR ELEVATION A43 BUILDING SECTIONS AND INTERIOR ELEVATIONS AS] TYPICAL CONSTRUCTION ASSEM13LIES 4 DETAILS A62 DOOR, WINDOW, AND FINISH SCHEDULES STRUCTURAL ENGINEER 6I0 STRUCTURAL. NOTES $20 2ND FLOOR FRAMING / FOUNDATION PLAN 52.1 ROOF FRAMING PLAN 53.0 TYPICAL DETAILS MECHANICAL 4 PLUMBING ENGINEERING PID FLUM15MG LEGENDS AND SCHEDULES P2.0 PLUMBMG SITE PLAN P2.1 FIRST FLOOR PLUM M PLAN P22 SECOND FLOOR PLUMBMCs PLAN M10 NVAC SC:44EPLLES AND LEGENDS M2.I FIRST FLOOR MECHANICAL PLAN M22 SECOND FLOOR NVAC PLAN ELECTRICAL. ENGINEERINCs E -1 ONE LINE SCHEDULES AND LOADS CALCUL.ATiONS E -2 GROIAID FLOOR LIGIITiNCs PLAN E -3 GROUND FLOOR POWER PLAN E -4 UPPER FLOOR ELECTRICAL PLAN E -5 UPPER FLOOR POUTER PLAN GENERAL NOTES L iT IS THE INTENT OF THESE CONSTRkIC-TION DOCU IwIENTS THAT ALL WW SHALL BE FEW -ORED IN ACCORDANCE UT14 ALL OF TIE FW111REI IENNTS OF 71E APPLICABLE CODES LISTED ON SWEET AU-PROJECT iFFOR11AATION AS BELL AS ALL GOVERNING FEDERAL AND LOCAL ORDNANCES 2. PRIOR TO 114E CallIDICE11ENT OF ANY PORTION OF TUNE WOK TIE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPAWCES NOTED AMONG OR BETIEEN THE CONTRACT DOCU1 ENTS, OUTER- PROVIDED INFOF M7IdNN, SITE CON 0011. MANFACIIINER RECD 4 EODATi(M. OR CODES, RECD LATIOIS, OR RULES OF JURIS01CTKM HAVWs AUTHORITY. 3, PRIOR TO THE CallENCE11ENT OF ANY PORTION OF THE MOTTO THE CONTRACTOR SM" BECOME FAM4LIAR LATH THE CONTRACT DOMIEN[TS, OU R- PROVDED iNfORd"ATIM A1ND SM CONDITIONS, NCLUDNG TAKWI FIELD MEASUIRSIEMS AS WCESSAR r 4. THE CONTRACT DOCWWfS ARE Gal PLB'ENTAR:Y AND WHAT 15 IUD BY ONE SHALL BE SWING AS F REQUIRED BY A L.L. 5. REPETITWE FEATURES NOT NDICA7M N THE DRA 045 EV£RYDERE THAT THEY OC IR SHALL BE PROVIDED AS F DRAIN N FULL. 6. ALL DIMENSIONS ARE TO THE FACE OF FRAMING OR FACE OF CONCRETE, UNLESS NOTED OTIERME. CONTACT AR MITEGT FOR CLARrICATiM 1. UNDER NO CM "{5TANGES SHALL THE M4 *46 BE scam IT SHALL BE THE CONTRACTORS fw- deaSMITY TO CONTACT THE APZMMGT WTH ANY IJIEstas REGARDWs DI TI3510NT 4rx 8 IU}ERE A MA FACTllREO PRODUCT OR SYSTEM IS USED IN CONVICTION NAT14 THE IIORTC TUNE CONSTRUCTION DoctA"1ENT iDDITIFiCATIONi OF THAT MANFACTIURED PRODUCT OR SYSUM SWILL MANDATE THAT TIE CONTRACTOR SHALL INSTALL THE MAN I=ACTURED PRODUCT OR SYSTEM NTH W% C MIANCE iATH THE M+4VFACiUCERS UWTEN NSIIa1CTIONS ANDIM RECa**NDATIO1a N THE EVENT THAT ANY QUESTION LNG THE NSTALLATION OF A MANFAACTURED PRODUCT OR SYSUM EXISTS. THE C04RACTOR SHALL REG EST CLARFiCATiON FROI'1 THE ARCHITECT REGARDING THE NSTALLATIM REAUF81ENTS OF THE MAMFACIURED PRODUCT OR SYSTEM F TUNE CONTRACTOR PROCEEDS MATH 744E WTALLATIONI OF ANY MANUFACTURED PRODUCT OR SYSTEM UTHOUf ANY PIZiOQ CLARIFICATION REQIFSTS TO THE ARCHITECT. TIE CONTRACTOR SHALL ASGUM i X C 1PL ANCE tM ANY AND ALL REaAqSMWS AWDAOR RECOI'teVATIOIS OF 06YALLATM OF THE MANUFACTURED PRODUCT OR SY5TEI I. GENERAL PLAN NOTES L DUCT ALL E)G4.'UST FA45 TO TIE OUTSIDE AREGFUEF -E 2. ALL FIREPLACES TO SE ELECTRIC PRE 414 i1TL W WC APROIIAL. ALL SPECCcAT06AUNID MMF RECD l3vAnM SHALL iSE Vmap.ED AND B(MIED VM tiSTALLATION. ALL M AV CCNDWT PI1LT:?/.T06 SHALL ..GAW"T FIRE, AR N:LMTIM AbID SCE ABA tBIENT. 3. VERIFY ALL DtIENS S N TIE FIELD 4 PROVDE F2 • ALL FEW OF FM RATED A56a'2LE5 PER AFFLiCAVI E 0RLDING CODE& (SEE PENETRATION NOTES 514 ET ASD SPRINKLER NOTES 1 TIE R£MMS AND A.Ot }flM tL&)S 4JU'ED N 1E5E VOCJ'E`T5 IWOM REVI MD AMT06 TO TIE EMTNrs 5PR*ftE Q 5MMIL TW CONTRAC- TOR WI Z L DESYN AV FW*Z -g A C01PLETE CXTY APFWAED SYSTEM ALL EXbTM SPR -.-M HEADS 51{4.L BE IaEI%ACED IIT14 NZ0 W%- RECESSED EXISTM HEAD& COLOR TO BE 11is INSULATION SCHEDULE L ALL 4�LL C;d LIES rs4.'�.L SE FLLED CC�'FLETaY TO � t4AAT'Qf VA ALE B ATTS *61,ST BE CUT 0 FIT IAM D SM AND RiUt'IUS a VJ6 2 ALL C MWs 06"tON 64ALL 8E INSTALLED TO NOW R- VALIESN. F 49LOlN iNiS UTiON * %A#D, BACs CObfi? SiULL. EQ1L R YALNE AND RECOW 1DBFI OF NGUaLAATiO L 44"r0.4 DEP1 MA 8E AA1F.1 MAD 04M TMSSE5 PREVW FILL 08 A. ALL DA"ESOC NOT ULTc'R 9J`PLY F'FWj 5H4LL. USE ti6LLArW Law R -3 Prwj INSUUTM FOR T:E MT FCM FEET FROI a TrE fLtTER WAMEER AND X ALL UfiCCUiV%1 ED SPACM 4 ATTIC ACCESS 14TCWS SW.L USE 84RED TO RTAAN TOE SPEGFW R YALLE AS REQ01M 14 TAE C:ELN & th 4M.AIED CA DSOAM SA RM lAE WT ACCEPTABLE NLFJLTi£lRS: RP OF'Eh�iCs 11Te+ .s C1.C61� CiL FiLT► S PWOVDE VAPOR 8AR' Mt 04 UOM SCE OF ALL &414 ROOKS 4 CELWA PtXTUP4 306 OR KIW FACED !!SLUTS} • PROJECT TEAM Applicant /Contact: Irlweepers USA 302 Royal Poinciana Way Pain Beads, FL. 33480 (561) 835 -1800 CONTACT: Tomas Y. Rodriguez Architect Riebe 4 Associates, Inc. 2112 Moth A vewe NE Suite A Bellevue, Wa. 98004 (425) 451 -4084 Structura I Eng ineer: ANDERSON- PEYTON 31620 23rd AVE. S. 0 3 21 FEDERAL WAY, WASNMGTON 98003 (253) 941 -9929 Mechanical Engineer: NY ENGINEERING, Inc. 1100 LNDEN Ave. N. 9 SEATTLE, WASI -I NGTON 98103 (206)106 -%69 Electrical Engineer: ELECTRICAL DESIGN ASSOCIATES 10410 NE. 151st PLACE BOTHELL, WASHINGTON 98011 (425) 489 -1580 ABBREVIATIONS LEGEND A f = ABOVE FINISHED FLOOR z BB = BREAD BOARD 1 BF = BI -FOLD (DOOR) ` BP = Bi -PASS (DOOR) .• C U 0' Aa B51`iT. = BASEhENT U • o o _ C U �� � +�4� V� T _ �. C A`W�JIJ7 z DiSP. = DLSPENSER 04:2 a Ea = ECMA- EXP. = E)4*0SED W ell EXT. = EXTERIOR EN = EACH WAY J N J v FDTN = FOUNDATION FE = F114 ED END (CA51NETS) FF. = FN94 FLOOR FUR = FL.USH FRAhE (BEAMS) FAP = FIREPLACE FTC. _ T=OOTING C*5 = G7P'.:il'i BOARD GYPSHTG. = GYPS M 6N-EATHWs HC = HANDICAP 14C: = HOLLOW CORE (DOOR) ROM = HORIZONTAL HT: = HEIGHT NWT = NOT WATER TANG LOC. = LOCATION MC = MEDICS CARNET 068 = ORIENTED STRAND BOARD PT = PRESSURE TREATED PLAM = PLASTIC LAMINATE FEY_ = REVERSE REQ'D = RE(IiWRED R05 = ROACH SAWN! 64POLP = SHELF AND DOUBLE POLE UP = SHELF AND POOL BEARM ` - -- �-------- 5 = OLIO RBREWED FOR 5H = SHELVE CODE COMPLIANCE -_ 6R SNOWIER Fw s000nv>~n ( = DEC 2 9 2045 T ToNE�I BaR TP = TOP OF PLATE TPD = TOILET PAPER DISF64SER 11 O TYPICAL = U NOSE TED OTHERWISE of VB = VEIN Block Nr- n1UT.'jON VERT. = VERTICAL ItiC = MATER CLOSET CAULKING SCHEDULE L CALK 71E FOLLAU1NYs AREAS N NAT OR 061U MM CONDSTRUCTIM A! EXTERIOR SILL PLATES TO BE SEALED TO FOUNDATION OR SLAB IUiTH APPROVED SEALANT O R F1 REI A.VFACTtFW SU SEALERS. BJ EXTERIOR SOLE PLATES TO BE CAa LIW OR CUED TO SUBFLOOR CJ CAULK OR GLUE BETIEEI R M JOIST t TOP PLAINT, AND R11 JOIST 4 FLOOR 610.6 D) CAULK OR SEAL !11TH FOAM BETIM ALL ROWN FRO t DOOQ AIND UtEN W E) CALK OR SEA. ISET U MI ALL nLTP.E STUD FR4 26 AT COMERS AND A1000 W WDOLIS 4 Doom F) ALL PLUIZM 7 ELECTRICAL HOLES IN! EXTEIWR t INTMOR WALLS, FLOOR OR CEILING SNAIL BE SEALED TO PREHEAT APR NFILWATICIiNL DIERE ELECnaCA . WIG PASSES 44 .q NTALLY THaQM A MLL SAO NO SEALING 15 FWApED t LE56 THAT SIM FE N)EMATES Tie 15"M THE PBNETRATIM N RECEPTACLES. SUTC3ES. ADD OVER ELECTRICAL BOXES MST BE SEAM IN am M070R -00 EXTERIOR CALM CO Ali FE1e ATMS *1 DCTER5OR LeUS, MOORS. AID CELWA SWILL M SEALED 44) PR VIDE SEALl111T 00 B/OCM KARM tL,S AT ALL NIMOCTI INS OF C.ONSMETIQ4 CaF O E NiT5 AT TIE DCTrcRIOR OF TIE BUEDM COLORS ARE TO MATCH TIE AD=EMT &MACES AMP USE APPROVED BY TIE 00025 I OPTATIVE POOR TO ASTALLATIO+t U FROVI2E MAD OF SEAL 'F 0 EACH SM OF PARTY DILL SILL PLATE TO I45lRE NO GAPS DEVELOP TO AIJ;Ati 6010 TR/KS11710Nl J) ALL EDGES OF UALL COMWA ERE TIfY ADJT DT(rl'3tAR SMACES, AAA= TO USE CAILLIED &M AV APF. ROVED SEAL fo- COLORS ARE TO aE SELECTED BY CI�R K) AM %Mffrc TO Cs%M 1 c' JOINTS ARE TO W CALKIM LATH AN AMROII:D CLEAR SMOG SEALANNL &L Y:"f c TO Ds5i'AAR SUMACS• JOINfTS ARE TO USE CAUL W 9114 AN AP: %XW SEtLA F COLOR TO 8E SELECTED BY OMM Vr TT1 Z"1D1L AT ?%1PTXVT %1P 0rP 11 A TDT►a 1 f to � NN 0- V >- 00 z 3 Z H 1 z V s (Y W ` tn t7, �� ' / .+ .• C U 0' Aa .' W V >- 00 z 3 Z H z V s M Q B w Z Q Qoe 00 H J zo I W a- U • o o �1 ~ T�� U a W C) M z N � Z 04:2 a to Q I V a z 3 Z H z V s 00 w Z Q .00 I H J Q W tj U • Z (V °� �1 ~ T�� � w Y a W Lax ZHU- w Vl N � icoj zQ 0 Q - I U ��, W ell w W H PQ I J N J v W 0 c1wLL Q Z a 3 Z T Z 0 LLj 3Z W Q W tj H J �1 ~ T�� � w Y �-1 T w Vl N � N� f- tu tu WE lu t7 � :.s Y z z c ti 0 ,z s a u a z :a1 J i a y o z " n r 0 M tj M Q :.s Y z z c ti 0 ,z s a u a z :a1 J i I • r r do Job N0: 0208 Owq: 42.1 GAOUNO FLOOR PLAN.dwg 09/21/105 1.000.1,000 m I 1 1 1 a •� , w w ------- t1ma-zild-f --- ------- PR zv ;- + 0 6/41/03 1 BAR OW 8 / 16 / 03 2 . �.` .. rr R� f i sl7 m I 1 1 1 a •� , w w N ..r PERM IT SET ISSUED 'I / 21 / 03 DATE NO. PR zv ;- + 0 6/41/03 1 BAR OW 8 / 16 / 03 2 . �.` .. rr R� f i sl7 rev C� �8 ��... - ..r .. • �► +. •OAK �l/�� N ..r PERM IT SET ISSUED 'I / 21 / 03 DATE NO. REVISION 6/41/03 1 BAR OW 8 / 16 / 03 2 CLIENT REV. l GPkX ND FLWR PLAN I f : L.CNAM .dwo / 020E INNKUPM �gJm- m5 c cp � c � O !t� p z o ga rn � CD CO C13 A M Q Q y m o3* m -.4CS 22 V MARRIO TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY T WASHINGTON r - - - - -1 v r rrn ca* -4 o �D m�� © ♦� m Va rn I ; ••� I - -�' A mOf " _ • A �$� 4 r 10 m l ��$$m� $ -� -4 v A 5 A -43 9 k v m �men r- C —4 CGS c m C2 C M 3 2c IL H m Xm � cm 4arRC? :Cls m 3 rn � o A RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 ;c 4 F� E:D� jais- Rt #be- ARCHITECT I w f IV ar Job No: 0208 Dwg: A2 UPPER FL001i PLAN.dwg 09/21/105 1.000.1.000 A 7 • N 1V r ---------------- -------------------- - - - --, 1 r 1 I 1 I I I 1 1 1 1 1 1 I 1 I I 1 1 I I I I 1 1 1 1 I I 1 1 I 1 .---- ---- --------- ------------ -----� I 1 1 � � I PERMIT SET ISSUED 1 / 21 / 03 DATE 6/ 16 /05 NO. 1 REVISION CLIENT IREV. F ILENAME dwQ / 0200 INNKCCPCRS .r r�a 1 r� _ S' UDR FLOOR PLAN MARRIO TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 --4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 •. r. i:t,i i Its E.Dennis Riebe ARCHITECT .- I r go 0 Job No: 0P08 nwg: A1.1 EL('VATIONS.Cwg 09/1/105 1.000.1.000 3 a a W a 9. �i �g e P. a , 1 1 I 1 1 r ............ , 1 11 1 1 1 1 1 1 �..._.. w_.. r . r. 1 1 1 1 1 1 1 1 1 ..........................I ISSUED 1 / ZI / 03 DATE a NO. I REVISION CLIENT W. F ILt.NAML mwp / 0209 INKEF PCRS EXTERIOR ELEVATION$ i� lip► a lp I ' Sol ga N MARRIOTT RESIDENCE INN 11920 N.E. 195th ST. BOTHELL, WASHINGTON 1 1 1 1 1 I 1 1 1 1 I 1 1 I 1 1 1 1 (.----------------- I I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 \\ 1 1 RIEBE & ASSOCIATES,INC. ARCHITECTURE PLANNING 2112 116th AVENUE N.E. — SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX; (425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 1 ; ." 1 ".CI'•.. E.Dennis Riebe ARCHITECT ( 4 W A PERMIT SET 0 0 a d O O 0 N C, 0 O s U N 1 C:J Q a c 6 a 0 A 0 cu 0 0 Z x l - Jr + r r 64 OR Nk Y r) r + ♦ Jr ! G w-- w- _w- _- ww -w--__ - ww -ww- -- _ww . ss �ssss�ssss��wsswRasss�ssss+ ��' isssa' iRssss�sss�+ a��sssss�ssss�swsw ,�ssss�swss�sss� II 11 11 II I II II 11 II rr II II II r! 11 II � 11 !I rl II II II 11 11 II 11 II I! Ir 11 II it !I II II II II 11 !I 11 Ir II II II II II 11 ?, - 3 #• !I II II II II II 11 II II I! II II II 11 # 11 II II II II II II II II II II r l 1! Ir if rl 11 II II II 11 II Ir II II II !I II 11 II !I II II Ir II it 11 11 II II II II II 1!' � ncr ,11, -,,.` I , -.; .,, - .•,11', ; ��-� !I� . : -,,I� z -11- II 1, r . IIT , r , ^ rl.'- -• j 'Al �i-. , ,. !! !! , 11: i t i 21 ! �f r' ' 1!r����j()�I�; „11.U':, ,li:rl r ' ll� l : J�I . LL LIL wit! V n W-05 IC GRFD EX18t WALL 1 M; E . 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Cl- W � a >- 0o Z z H Z Z op ¢aa U� z ZQB w Q H�00 w Of V) 1p w a_00 7 QQ o �W O m C() � C14:2 4� M Cl- � z o L Z z H Z Z op ¢aa U� z _00 w Q LLJ 0 �1 F- J V) 1 H z N 0 N 7 W 0 >C �W Z Z � C() � w z Q 0c) U I wo � W W � ^J a �w W o In 0- z z o L Z H �° a _00 O ;_ 04 >� �A cn_J 7 3 Y W N h to r d) 1-- u} U1 Q (V. �z Lu d) H ,r lu 0- 66 cc Li Lj Y Z Z O O Q 3 a Vi A4.1 17 -..agaA I ii ------------- ---------- -- w-- w - -- -� I FOOD PIMP. ELEVATION FU -1 C 318 = 1'-0' L__J I I I I i I I I I I I I I I I 1 1 i I I I I I I I I I ! L _____- I I I I I I A I A42 I I I I I 1 I I I ! I I I I - - - -- -- -- 1 Trn IEARTE{R0OM %!Y Jr I I I I MJ�OIU WRAP ♦�� /i Jr)r�s I I I I ♦/� Jr � TYP. NEARTHROOM PROVIDE at ALL WINDOW WRAP EMT. MFVM GYP BR W ALL SIDES IN NEARTWROOM w - -wwww -w - - -- www - -- -- I fi z o L 9-9 h G �r i a �v o- C :. z r 7 r 17 -..agaA I ii ------------- ---------- -- w-- w - -- -� I FOOD PIMP. ELEVATION FU -1 C 318 = 1'-0' L__J I I I I i I I I I I I I I I I 1 1 i I I I I I I I I I ! L _____- I I I I I I A I A42 I I I I I 1 I I I ! I I I I - - - -- -- -- 1 Trn IEARTE{R0OM %!Y Jr I I I I MJ�OIU WRAP ♦�� /i Jr)r�s I I I I ♦/� Jr � TYP. NEARTHROOM PROVIDE at ALL WINDOW WRAP EMT. MFVM GYP BR W ALL SIDES IN NEARTWROOM w - -wwww -w - - -- www - -- -- I fi r • 0 0 0 O o 0 0 0 i? U ta: cr: c� 0 1 0 6 0 q 0 0 i a 2x4 BLS IIF I- .ICAI TW5 SIDE OF W "L WIN EXIS *T TV NICE Y£RFY OEM - --3I4' MC PLYWOOD —2x45 0* OC` -5:8' GYPER :- t•0' FP_ RO" OFft c REPLACE HEARTH 4 MANTEL 11 : 11_0H 3/4 Car_ TLE CATCADos -W 30 *FI_TS SO tp- Svw SS' GAP. BO X cow. TE MAIM malow 30 •FELTS b,rRyww PF1:rL1F raw TRAGM • le pZ TYR T ALAS-" r �r ss Jp gal %& c am l � /4' PL11W. TOP 514 WIQU'JIOOD EDGE 514xV4 NARPWOOD TR14 3143 W ►IARDWOOD A45.16'OO -WOOD PA*LNG -518' GYPISD. 'X' - wmJcN TO B -TYPE VEM. N57ALL PER MN4 RECOI'E1IDATM - ?x FLAT STIRS 314' PLYWOOD E)TMM trtJEER OVER 5JW PLYWOOD N07E DOUBLE WOOD FLOOR 95 tWD TO MANTAN I -114 FIRE RATNG iCC APPROVED ELECTRIC FtQ TLACE MTALL PER IWF REG EECvL • a r� 4� 4' COVACMD FU 4' aDi (E) ,S ROOM DIVIDER E ON 314' F AKWOOD 314' PLTWD. 514' NAFTIOOD ALL EDGE$ VETEER SECTI Dh11DER SEE STGhE YE ER E -� SECTION ift t o V B04DNG PAFER OVER W' oSB sIEATN2� p ROOM DIVIDER 51PE VIEW PT SILL PLATE SHOOT TO SLAB • 4r O r- Mat 3 /8" = I' -0" FLOOR SLAB F fIfDEIaCOINTER pa%& w BY OWNER NSTALLED BY Co[TRAGTOR PLb`t COUNTERTOP BACK6PLAS4 1 SDESPLASN PMIEL L,! . Ll I i _w_w w —w•r __ww SW BASE ?' -®' 2' - �' - EMPLOYEE 13REAKROOM 3/8" 3' -0• 2' -6' 2'4r I H Z > � 0 Z Q 4s� W Q Q n ci� pp W � ° t� r w � U Lj o � PANEL . • . \ / / Tai By OWRONGMR W BY CCNTRCCTOR = �_� i FINISHED J v LrJ w U ��r�res eer�rerryrireeRer ee�eer>�rr• reta�reer�eee ee�eeRrra�se I ee 7' {T(){ �? !N: ) N {� )N ){ 1{ +�.�.tu�L! 1.i i. L1 yuuwuuw.)(Ju �1i1S, �tJSJi :��iZ11'JSJi1tS�S }.:su. } S.? ?:�I�i tS.:ul�S.1S1r.1U :.� SJi�S�1:S.�L2 �SJd �1SI�AA1w. IS.11iIi�S u I I I I I I RAFZDLL = CAP- ..._. I EXIST. WAIL I I � I I !I N II i --------LL---------- e =eeee�rserweew�eret�Q IBM I � a GRANITE COW MOP ! I I WOOD PANELNG 11 1-1 I ii . DD I� �I it II I� f � 1 ii f _______ _________ __ _______ ____ __________ _ _______1_______ ------------------------------- - - - -il L_ U L HEARTHROOM VIEW TOWARDS SERVIN16 AREA � - -� r _ a 3/8 - I -0 r r -3• >�► 314` PLTtlD L FEE. EDGES TYR. AT ALL GRANITE s '� � 44 EXIST. ROOF io� . � ;0 k k PROVIDE 31- 2 ' PlAtETER ���• �� 1 #4 WLES MR XIST BAY � .00 EX16Tit G ROOF FOR ATTIC VENTiLATM ff :i :4 }r lr ;i :• ar I; ° .rr►vi �ra�ies�` �. ra. rsi. aua�. iiararaaei��s ::a�.a�.lis�...►s�r�auiltie r1iL I WJj 5"t LRAP V I 1 -- ' 5-W GYP_ BD x I 1 t PA!04 DCSTM- CALL I # 1 1 sV 5W GIP. X EA S ✓= t T : SATCFT EXIT, %WLL I 1 4 TRE-A s o ; 11� e TKs•1a E,4 I s rATCK Ex3T. = s (•'XSTWS ST AND .40 STASS / ♦� ♦ wwww —� TYP Trt:T EXT i&L i ♦/� / /� /— F �'�w_w —wwww� I ♦ / � ♦ 1 -AURAL i 3 I �a � F =� ♦ i � / I i 1 1 45L O AS. r 3; 1 6 1 5 �O ----------------- _------ - -____ --------------------------------- - - r 7(vn(i TYP. xJR. P.G: j 1 i i j u, #2 SECTI n i • f I uj to � N Si 0— z LL_ tu • N Z 11/ H Z > � 0 Z Q 4s� W Q Q n ci� pp W � ° t� r w � U Lj o � 1 2xb WRAPPED N n l 5I8' GYR 8D. 7c' f 1 I I I I I I RAFZDLL = CAP- ..._. I EXIST. WAIL I I � I I !I N II i --------LL---------- e =eeee�rserweew�eret�Q IBM I � a GRANITE COW MOP ! I I WOOD PANELNG 11 1-1 I ii . DD I� �I it II I� f � 1 ii f _______ _________ __ _______ ____ __________ _ _______1_______ ------------------------------- - - - -il L_ U L HEARTHROOM VIEW TOWARDS SERVIN16 AREA � - -� r _ a 3/8 - I -0 r r -3• >�► 314` PLTtlD L FEE. EDGES TYR. AT ALL GRANITE s '� � 44 EXIST. ROOF io� . � ;0 k k PROVIDE 31- 2 ' PlAtETER ���• �� 1 #4 WLES MR XIST BAY � .00 EX16Tit G ROOF FOR ATTIC VENTiLATM ff :i :4 }r lr ;i :• ar I; ° .rr►vi �ra�ies�` �. ra. rsi. aua�. iiararaaei��s ::a�.a�.lis�...►s�r�auiltie r1iL I WJj 5"t LRAP V I 1 -- ' 5-W GYP_ BD x I 1 t PA!04 DCSTM- CALL I # 1 1 sV 5W GIP. X EA S ✓= t T : SATCFT EXIT, %WLL I 1 4 TRE-A s o ; 11� e TKs•1a E,4 I s rATCK Ex3T. = s (•'XSTWS ST AND .40 STASS / ♦� ♦ wwww —� TYP Trt:T EXT i&L i ♦/� / /� /— F �'�w_w —wwww� I ♦ / � ♦ 1 -AURAL i 3 I �a � F =� ♦ i � / I i 1 1 45L O AS. r 3; 1 6 1 5 �O ----------------- _------ - -____ --------------------------------- - - r 7(vn(i TYP. xJR. P.G: j 1 i i j u, #2 SECTI n i • f I uj to � N Si 0— A4.2 cc z z 0 a a z 1 i 2 V4' CROM rd Drx GR 41TE COUNTERTOP PRE I r 2x45.16' OL_ -MMF C13AET BEYOND F FOR Eu.R S IC I' PARDWOOD PANG 5ET CAB ] 314 x 2' BAT05 SEE I i COVE MID'G. PATCH MD REPAIR GYP? BD. CEILNNG MATCH ADJl.CENT TEXTURES L 1 1 , EXIST_ 2x4 WALL W/ SW GYP. 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BD 'X' s <�I = =� >s �, r s W/ R�4DPIJS CORFER e1a_L FRP PANELaG OVER K/� > ± +� 1®V4' 5m GYP. f <� , �♦ F - r, r S CERAMIC TILE �= MATCH ROOM BASE t*'f`1`,- `� j +�+ 11Z 2x4 _ f �< � , � ', / J UNTE CORTOP CERAMIC TILE FLOOR I S�f 1 l ��;♦ /' /,�J ±�� PT SILL PLATE SHOOT TO f�1 <,` �,�� • > r >� ++ I�EMT. 2x4 WALL SL - --r' �_._. AB • 48 OG.i�L ff 1 <1�� f ' /i >r > +s 5 I I! IW SW GYP_ BD —� - In FLOOR SLAB � II EA. SIDE R - f f l <� <� ��� >� II M. nl CODE QOM � COVE DYa. 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P :�2w0 a 1 ICJ L (CELL I 1 1 If u x.43 EX*tWj CERAIX ; .E I CcOWIC TLE 1 5 NPtix as RI:QD. 36�<e fl iC 4REPA"R AS FWD. 1 SEA* W#9Z F _ 1 1 c (oF .aJ"c3tiCs SEE ,1 1 4 1 We I GRAD sw� Cox Rap I � � iE„•SE � 3 r s� s f � � � • II f - 5 %r Y �M ADA P.tJr'drls F+�Cr:RES '`*'LATE E)IVSED r^W AP•FFONED TOLL T MENS TOILET T P E S TOILET • M FRONT ONCE ST ELEVATION 3/8' = P -0s r - -- ------ wwww---- --- - - - - -- �• "�-- -% de ! A43 F 2' -9' 3'-0' 2'•9' 1 f = h , ; AD.ASTABLE e tL C484%ETS (ti0 DOORS) CAIJtTrg'OP/ 24' M- ,`�1�F BASE ! / CASbETS •� r-6 r -3• r -� r •3• ; �• L— ADA15TABLE S�vES S BACK OFFICE EAST ELEVATION IS = 1` -2' i • i S e! it MOVE EXIST. 1 I PARTITION - ' 11 1! 11 — CERAMIC e l TILE 1 11 -- VWL WALL COYERM —� li 11 it - - - - - -- wwww — n r•1' 2' -1 102' 2' -3' 2'•1 V2' r -r COM T PU ER STATIONS BUSINESS CENT 318" = 1' -0' @ NOt USED J f VJ tu 0— �U >_ 00 z � M LU Q M Z Vl ::c " 00 W Q 1( D Q'i z O ` � W O� a' >— 0 W Q co •� 0 • i f Q to ca y ' L U � w W W �U >_ 00 z � M H N� Q M Z Vl ::c " 00 W Q 1( D Q'i z O W � a O� a' IZ U 0 W Q co c a co Q to ca N � � M U � �U )^ Q z = z H N� D Z Vl ::c " 00 W Q �0A 00 I J V Lo U Y e ---� • z N Q a' 0 W Z H c I� co z < � U I s W w W A WN w l— _ v U _W � Q 1 � �1 )^ Q � z = z H t E-4 D • W= _w P4 cn Q 3 > M W -94 cn H _J U Y W <D p a' N } lu lu WE A4.3 N d Y Z Z 0 cu 0 a Z � p � �..E� 'F1.+ElE � Z e H Z • • z T � A4.3 N d Y Z Z 0 cu 0 a Z p' Or. r----- -- - - -� iYR BD I WES F'LYgD. I j o *' O .C. I ! j CsRA1�T C NTERTOP BACK5PLAW 1 1 1 I I a I - — —__� -- NE71 2' -b' 2'-6' 2'-b' W -2 344' SECURITY MONITO UPP L. R R ESL NIC�IE SECTION MEETING ROOM 3/8' = 1` -0' 3/8 = 1' -0' I .drmTIC WOW b- Ea SP-= 3 -EQ SP.= - 2- ECL 5P.: - i A DD VAJ04EAD A4D C A S Vz N ?_6 V8' 9 508' r•111b' ! CaNtoo!Q 2' - 1 V4• Y 18' r -# ye RECEPTION I WPUTE! ca�:ER CST FOR i Y-W STATRW IEW S ?ATfON ! GO COtR�'9Q CLEF P_ I6 LAM • CP=VT TOP i GRWT 3 CAJtTE.QT I� �A:S: AIST i 4 I e ' • F.M'IN • 3• 's 7-2 38• 7-1 IV I 74 VC 2 F DRAB 11/ �" Lom 3P tom ' B+45E A43 Ca�Ts -1 RECEPTION R RECEPTION DESK SECTION AST ELEVATION 34'8' = I' 31W : r-W R�11IEd Mp�t1� 4 covE O NO T USED r -------- ---- ------- - - - - -- 1 i-- P. LAM C LNTERTOP � p � �..E� 'F1.+ElE � e e e • • 1 � p' Or. r----- -- - - -� iYR BD I WES F'LYgD. I j o *' O .C. I ! j CsRA1�T C NTERTOP BACK5PLAW 1 1 1 I I a I - — —__� -- NE71 2' -b' 2'-6' 2'-b' W -2 344' SECURITY MONITO UPP L. R R ESL NIC�IE SECTION MEETING ROOM 3/8' = 1` -0' 3/8 = 1' -0' I .drmTIC WOW b- Ea SP-= 3 -EQ SP.= - 2- ECL 5P.: - i A DD VAJ04EAD A4D C A S Vz N ?_6 V8' 9 508' r•111b' ! CaNtoo!Q 2' - 1 V4• Y 18' r -# ye RECEPTION I WPUTE! ca�:ER CST FOR i Y-W STATRW IEW S ?ATfON ! GO COtR�'9Q CLEF P_ I6 LAM • CP=VT TOP i GRWT 3 CAJtTE.QT I� �A:S: AIST i 4 I e ' • F.M'IN • 3• 's 7-2 38• 7-1 IV I 74 VC 2 F DRAB 11/ �" Lom 3P tom ' B+45E A43 Ca�Ts -1 RECEPTION R RECEPTION DESK SECTION AST ELEVATION 34'8' = I' 31W : r-W R�11IEd Mp�t1� 4 covE O NO T USED r -------- ---- ------- - - - - -- 1 i-- P. LAM C LNTERTOP 24' DEEP SASE CAS. l STAI LE BACK OFFICE kZ) UJEST ELEVATION W = r -m• 1 24' DEEP SASE CAS. l STAI LE BACK OFFICE kZ) UJEST ELEVATION W = r -m• r V s E i JLA SPAC A T C L E T`'TOO' �`•MY Ply =iRATED) As APPROVED BY LOCAL JJRWS CT101N r G - FIRE STOPPING PENETRATION scars— i T /; ` = I` -S'v PLASTIC °fE Ti,ROUiCsTI !'<ATEED PLO oR,cEF;L LNG f • ROOF / CE ILING ASSEMBLIES MARK DESCRIPTION NAILI G-v OR ANCHORAGE LEWON, OPACNG ANDlOR PATTERNS LiSTED ARE MNIMUM FOR THE LiSTED FIRE RESISTANCE ASSEMBLIES. REFER TO STRUCTURAL DRAWINGS FOR MORE STRINGENT NAS.NG REGIUIFVIE ITS. IRE TI D TI ASSEMBL TEST NO, aA� L CONCRETE T ILE TO MATCH IN STING, INSTALLED PER MANUFACTURER'S REaRREMENT& - 2.3& ROCFNG FELT OVER 112' IMNMIM) PLYWOOD OR OW ROOF MEANING, I•HR NA GYP61M AS30C GA FILE NO. FC $406 W " LL _ ^ C3 v-. EXTERIOR GLUE, APPLIED AT WiNT ANGLES TO THE TRUSSES: 0c) 0 - w W �- . 35 -39 GA FILE NO. 5420 I 4 FASTEN N ACCORDANCE MTN THE RE4UQ;a1ENTS OF THE STRUCTURAL. NOTE& w Nm H W cam ? s s 3. PREFABRICATED, ENGINEERED, WOOD TRAMS, SPACED A MAXIM OF 24' OC. 0- co >�d�- U 68 W CKM ` ALTERNATE FRAMING SUBSTITUTE 2x12'6 SPACED A MAXFIM OF 24 OC. to > .-. Lo I 4. R -38 GATT OR BLOWN NSULATIC>rN W VAPOR BARRIER ON WAF41 VMfCMNIT W& L. AND VAPOR W U N4'ba- H� Q /) BARRIER • ROMCEiLNGS OVER I EAiED AREAS) 5. TWO LAYERS 5113' TYPE W GYPSUM WALLBOARD. BASE LAYER APPLIED AT WAIT (MOISTURE RESISTANT N ALL WET AREAS) ANGLE TO THE TWWS WITH I V4' TYPE 8 OR TYPE W WALLBOARD SCfM SPACED 24' OC. FACE LAYER APPLIED AT W46 ANGLES TO THE TRIASES AND FASTENED TRW" BASE LAYER UTH 1118 LONG TYPE S OR W WALLBOARD SCR WS FACE LAYER JOINTS SHALL BE OFFSET FROM BASE LAYER JOINTS BY 24' MILL L CONCRETE TILE TO MATCH EXISTING, INSTALLED PER MANUFACIURER'S R1:QUMEN1& I -H#t NA GYPSUM ASSOC ® 2.30' ROOFING FELT OVER 10 (MN9111) PLYWOOD OR 0613 ROOF SWANN% ! -i1R NA GA FILE NO. FC 5406 nw-ft MR - — -- EXTERIOR GLUE, APPLIED AT FLIGHT ANGLES TO THE TR*W$. Lktm CELM l I FASTEN N ACCORDANCE IUTH THE REGAIW MENTS OF THE STRUCTURAL. NOTES. 3. 2x JO16TSISEE STRWCJ SPACED A MAX"M OF 24' OC. 4. R -30 BATT INSULATION WV VAPOR BARRIER ON WARM SIDEMMIT NSUL. AND YAP. BARRIER e ROOF/CEiLNGS OVER UNHEATED AREAS) { 5. TWO LAYERS 5/8' TYPE 9C' GYPSUM WiALLBOARD. BASE LAYER APPLIED AT FLIGHT ANGLE TO THE FRAMNG WITH 1 V4' TYPE $ OR TYPE W WALLBOARD SCREWS SPACED 24' OC. PACE LAYER APPLIED AT RIGHT ANGLES TO THIS FRAMING AND FASTENED THROUGH BASE LAYER WITH 1 118' LONG TYPE S OR W WALLBOARD SCREWS. FACE s LAYER JOINTS SHALL BE OFFSET FROM BASE LAYER JOINTS BY 24' MR FLOOR / CE ILING ASSEMBLIES MARK DESCRIPTION RE STAB ASSE BILIE REFER SP ACING STFW DRA NNIGS FOR t 1 ST STRNGE NT NAILING MC1�IREI E SI T tI p ASSE NO. E aA� L FLOOR GOVER1NG PER PLAN, 10 PLYWD FINISHED FLOOR OVER 5/8' PLTW- SJBFL OR EaW . I -41.4 9TC MN.= YPSM ASSOCIATION W " LL _ ^ C3 v-. LONG DMENSNON OF PANELS (STRENGTH AXIS) OF FACE GRAN OF PLYWD. TO BE PERPEND 0c) 0 - w W �- . 35 -39 GA FILE NO. 5420 • TO JOISTS W/ JOINTS STAGGERED w Nm H W 1-- 2 FLOOR JOISTS I STRUCTURAL AT 16' OG MAX. 0- co >�d�- U 68 W CKM 3 1- LAYER 518= NICK TYPE X GYPSUM WALLBOARD, 4' ODE SHEETS. WALLBOARD to > .-. Lo MSTALLED WITH LONG DAIDISNON MR' TO JOISiWiN 6d COATED MAILS 1 VS' L 040 W U N4'ba- H� Q 2 00W SHANK V4' HEAD 6' OL. (USE MOISTURE RESISTANT GYP. N ALL WET AREAS) 3 AMEt'1p ". PIDETR UM NOTES AND S+JETAU ARE MUM AS FREFENRIM TO III U5ED N AREAS SiSHE}E MR A66WBLW ARE COURBED B RB'I ORM NUWTAN TIE I-W A56B'IBLIES N FLOORACEILM DAERtOR ISW.S, BEAMIG WALLS APD ROOF CELNG CQISTRIGTION DNSTII SM BY DE R0*V;ELNG.CONTACT TIE ARCWTECT FOR CCIDIW S NOT COVEWD BY NEW DETAL& R wJED NCE LODE ap�ont(1'[� DEC 28 24x5 �r • r� S Jt VJ 0- >_ op DESCRIPTION RESISTANCE ASSEMiBIL REFER TO STRUCTURAL PATTERNS a F L IS T ED re T M10RE gt RN N GENt NAILING Rt:1QUlEDREMEN1 � . -... -�. aA� Z � " "o .-- 00 N 4) 4m W " LL _ ^ C3 v-. 2. JOINTS - COVERED WIN PAPER TAPE AND JOINT COMPOUND 0c) 0 - w W �- . Z CV 0 � SOCU 0 m o:: w Nm H W 1-- 3 OR ROUND EDGE WALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR 0- co >�d�- U 68 W Z��: C= to > .-. Lo 3. 2x STUDS O i6 Or, MAX W U N4'ba- H� Q Q w >_ op DESCRIPTION RESISTANCE ASSEMiBIL REFER TO STRUCTURAL PATTERNS a F L IS T ED re T M10RE gt RN N GENt NAILING Rt:1QUlEDREMEN1 � SOUND RATING U2 M Q aA� Z � " "o .-- 00 N a ' 4m W " LL _ ^ C3 v-. 2. JOINTS - COVERED WIN PAPER TAPE AND JOINT COMPOUND 0c) 0 - w W �- . Z CV 0 � QUco 0 m o:: Lrf ( 7 X zZ� Nm H W B Q �3 3 OR ROUND EDGE WALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR 0- co >�d�- U 68 W . DESCRIPTION RESISTANCE ASSEMiBIL REFER TO STRUCTURAL PATTERNS a F L IS T ED re T M10RE gt RN N GENt NAILING Rt:1QUlEDREMEN1 z_ SOUND RATING Z aA� C() W Z Q .-- 00 N F-4 4m Ix 2. JOINTS - COVERED WIN PAPER TAPE AND JOINT COMPOUND A cn Z CV 0 � u Y O Lrf ( 7 X zZ� U) H W tipm StAEf00R 3 OR ROUND EDGE WALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR co >�d�- U 68 W a I �� FIBER TAPE I JOINT COMI'OUAD to > .-. Lo 3. 2x STUDS O i6 Or, MAX W U N4'ba- H� Q z �- DESCRIPTION RESISTANCE ASSEMiBIL REFER TO STRUCTURAL PATTERNS a F L IS T ED re T M10RE gt RN N GENt NAILING Rt:1QUlEDREMEN1 z SOUND RATING E-4 ow W= f4 z > Ix 2. JOINTS - COVERED WIN PAPER TAPE AND JOINT COMPOUND A cn NA u Y W N r- ui J to N K r a tv Y Z z 00 0 N O A5.1 O 3 2 J ti RATED AhSEISLY PENETRATION NOTES: I. CCI'BUSTIBLE PENETRATIONS OF REARM WALLS 4 WALLS REQUIRM OPEN4NG PROTECTION (OCCW.1AREA SEPARATION WALLS I COWDOR W U$) iLL PENETRATOIS OF THESE WALLS ANE REQW TID TO BE PROTECTED BY f )BRA E F RATM PEIETRA7kA FIRESTOPS EQUAL 10 UE PV*IRATED ATOLL RATWs. EXCEPT: STEEL OR APPROPRIATELY RATED ELECTRIC BOXES NOT EXCEEDING Ib SQ X WTH A TOTAL AREA OF ELECTRIC BOXES NOT EXCEEDING 100 SQ MW SQ FT. OF WALL AREA, STAGGER 24' TARO" WALL 2. N%ZEARAIG WALLS, NOT REQIk'"CPQm PROTECTION PE1ETRAT06, AIM NOT REQUIRED TO 13E PROTECTED. 3. CEILNG PEWTRATION.'S. ALL CEILING PE>'EIRATiONS SHALL BE PROTECTED UTH IRUGH TO PENETRATION FWSTOPS MTN A I -HR FRE RATING. Ii:STALL PER MA'VA RFEWS NSTRJCTIONS EXCEPi STEEL OR APPROPRIATELY RATED ELECTRIC BOXES NOT GREATER THAV 16 SQ IK 1W A TOTAL AREA OF OPE?`NGS TRQOUW CEILING °.MALL NOT EXCEED IM SQ K /ADO 8Q FT. OF CEILING AREA, 4. FLOOR PENETRATIONS NOT WAN WALLS. ALL PENETRATIONS SWILL BE PROTECTED W/ T►190IKs+1 PEETRATION FIRESTOPS TO PROVIDE A l -FR F A T RATING. INSTALL PER MAW. WW-Ti". 5. C.OS`•MIS1ELE FLOOR PENETRATIONS WN IUALL9 SHALL BE PROTECTED W TWOUr,1i PENETRATION FiRESTOPS THAT PROVIDE A 1 -HR F- RATlNGs. NSTALL PER MAC. NSTRUGn". • NOTE MT COMBUSTIBLE PETEIRATIONS SHALL INCLUDE PLASTIC PSPES, RCMX URM. ALAR IL T.Y. 7ELEPIM NTERCCM CABLES. •• NOTE TRIA1 NON- COM&ATUXE PENETRATIONS GSREATM 1Nr N 16 SQ m OR 4 NOMNlAL PIPE SWALL BE NSTALLED AS COIMTIBLE REQUiRIR194%. NON- COMRHSTISLE FLOOR PENETRATIONIS SHALL BE FILLED COMPLETELY W ROCK SEALAW NOT EXCEEDNGG We N THICM95 OR DEPTIi APPROVED MANFACTURES: A 311 BRAND FIRE FWTECTION PRODUCTS B. T-R0 ASTM BY 1EEW& CERAMICS D. PROSET SYSTEMS ,ANC. RG59 COAXIAL CABLE MAX SIG NO. 22 A L& TELEPHONE CABLE - OR MAX 21C NO. 12 AUKS. CABLE SEAL AM TAR SPACE Al CLG.s SUBFLOOR W/ CAULK (RATED = TO A66BIBLY PENETRATED) AS APPROVED BY LOCAL JMSDiC71M LI LL II wo LL SECTION VIEW PLUM VIEW F I Rr_-! STOP PENE TRATION , A - -ale: V/2" - I' -0 P'�ASt�c PIPE TH�eouG�l RATED FLOOR/CEiLiNG SEAL AN LM firAZE AT �LOCIe d►eAUx (RATED • TO A55OWY FE EiRATED) AS APPROVED Ur LOCAL TOt ' �.coo WALL ASSEMBLIES MARK DESCRIPTION RESISTANCE ASSEMiBIL REFER TO STRUCTURAL PATTERNS a F L IS T ED re T M10RE gt RN N GENt NAILING Rt:1QUlEDREMEN1 SIRE TING RA SOUND RATING ASSEMBLY TEST NO. I. NAiL1EADS - EXPOSED OR COVERED ON .POINT COIjOWD. Q 2. JOINTS - COVERED WIN PAPER TAPE AND JOINT COMPOUND 1.M NA GYP51M ASSOCIAt GA FILE NO 3510 EXCEPT W1ERE RECIIIRED FOR SPECIFIC EDGE CONFiWi11RATION. FOR TAPERED tipm StAEf00R 3 OR ROUND EDGE WALLBOARD, JOINTS COVERED WITH JOINT COMPOUND OR FIBER TAPE I JOINT COMI'OUAD 3. 2x STUDS O i6 Or, MAX 4 ' 4. WALLBOARD - 5/8 TYPE W WALLBOARD MTN BEVELED OR TAPERED EDGES. (MOISTURE RESISTANT N ALL WET AREAS) APPLY EIiEER VERTICALLY OR HOWZONTALLY. FASTEN PER THE SHEAR WALL SC4EDULE AT SHEAR WALL LOCATM N NON -SHEAR WALL. LOCATIONS, FASIM WI114 6d WALLBOARD NAILS SPACED 1' OC MAXMIM 0 FIELD AND 1' OC AT PANEL EDGES. CENTER WALLBOARD END JOINTS ON NAILING MEMBERS STAGGER JOINTS EACH SIDE. i 6 11#2 PLYWOOD SIDING TYPE PER ELEVATIONS ® i s b 4 2.60 ern BUILDING PAPER ! -i1R NA GYPS ASSOGiAT[ FILE NO. 3510 3.518' GYPSU11 SHEATHING BOARD (DENSE GLASS GOLD1 SEE SHEAR W_ SCHEDULE ON � COMM _ _ _ STRUCTURAL DRAMM FOR ADDITIONAL SHEATHING RECUIREMENTS. 4.2x STUDS AT 16 CC MAX (2xb • NEW CONST. MATCH EXIST WALL UADTH • PATCH CONDITIONS1 / 5 R -21 BATT INSULATION U114 X04' POLYETHYLENE FILM VAPOR BARRIER ON WARM SiDE- ME 4. WALLBOARD - 5/8' TYPE Y. WALLBOARD UAT14 BEVELED OR TAPERED EDGES. IMOISIURE RESISTANT N ALL U E:T AREAS) APPLY EITHER VERTICALLY OR HORJYONTAL.Y. FASTEN PER THE SHEAR WALL SCHEDULE AT SHEAR WALL LOCATIONS. N NON -9 EAR WALL LOCATIONS, FASTEN WITH bd WALLBOARD MAILS SPACED 1' OC MAXMIM 0 FIELD AND 1' OC AT PANEL EDGES CENTER WALLBOARD END JOINTS CN NAILING MEMBERS STAGGER JOINTS EACH SIDE. 2 s= D C� IL INCA Se: / FAN FIRE STOPPIW-i PENETRATION PLASTIC PIPE TRWLIGiN RATM FLOOQ/CEILM CE 518' TYPE W GYPSUM BOARD FLOOR 'SOLID BLOCKWS i CEfLNC= ff f �ZZ OC�GaNG B 518' TYPE BOA.QD :.' CLE•r,R4CZES FOR FAN ARE TO BE PER! MA.AFACTUREQS LISTWSS. � _ E i L iNC 5 1�� 1 i SEAL *M .AR SPACE AT CLG.I &MOOR W CAULK )RATED TO AS6B'BLY PENETRATED) AS APPROVED BY LOCAL JURISDICTION 3 I R STOPPING PENE TRATION $c 1 = 1' -� PLASTIC PIPE T11.ROUGH RATED FLOORICEILNG • FLOOR / CEILING ASSEMBLY: SEE TABLE Ci • r Ali. 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REVISION �\ 8/16100 1 CLIENT REY. F;<L.ENAME . dwp / 020a I NNKEEP6RS IX n� 7y s w � J ask inr A yam 1� XWED UL ES ELECTED C ILM KIM 6• OP. . Y4'e a a . �s'•o. a MARRIO TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON RIEBE & ASSOCIATES,INC. ARCHITECTURE -PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 ELI Et r R�1 n a r ,. i�ii� °�i ■ MENNEN i IT SET r I SSUED 1 /21/0 DATE N0. REVISION �\ 8/16100 1 CLIENT REY. F;<L.ENAME . dwp / 020a I NNKEEP6RS IX n� 7y s w � J ask inr A yam 1� XWED UL ES ELECTED C ILM KIM 6• OP. . Y4'e a a . �s'•o. a MARRIO TT RESIDENCE INN 16201 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON RIEBE & ASSOCIATES,INC. ARCHITECTURE -PLANNING 2112 116th AVENUE N.E. - SUITE A BELLEVUE, WASHINGTON 98004 PH: (425)451 -4084 FAX: (425)451 -4078 INNKEEPERS USA 302 ROYAL POINCIANA WAY PALM BEACH, FLORIDA 33480 (561)835 -1800 ELI Et r R�1 n a r E w�■ DOE a E.Dennis Riebe ARCHITECT i ,. E w�■ DOE a E.Dennis Riebe ARCHITECT i C.> T E S 1.0 GENERAL 94! SIF;UCTURAL NOTES SUPPLEMENT THE SPECIFICATICHS. N O's. REPANCY" FOUND AMONG THE DRAWMNGS, SPr CSICATIOPIS. THESE NOTES, AND THE SITE CONDITIONS tlifil RF REPOt1FD 10 THE ARCHITECT, WHO SNAIL CORRECT (ISCRF IN WRITING. ANY WOVK DONE BY THE CONTRACTOR AFIER DISCOVERY OF SUCH DISCREPANCY SHALL BE PONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERY AND COORDINATE THE MENSIONS AMONG ALL DRAWINGS PRIOR It) PROCEEDING WITH ANY WORK OR FABRICATION THE CC'4TRACTGR IS RESPOU90iE FOR ALL BRACING AND SHORING VU•hNrG CCNS 1.1 CODES ALL !METHODS. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REOI!!REMENTS OF THE CITY OF TUKWIILA AND: THE 2003 INTERNATIONAL BUILDING CODE (18C). AS AMENDED AND ADCPTED BY THE CITY Or TUKWILA AND THE STATE OF iWASgNGTON; A.C.I. 318 -02; A.I.S.C. 9TH EDITION. AWS; A.1 T.C. 2N9 EDITION: AND A.I.S 1 1996 EDITION. 1.2 DESIGN CRITERIA A. %IRTICAL LOADS T LIVE LOADS RGCF ; SNOW) 25 PSF FLOORS (RESIDENTIAL) 40 PSF EXIT FACILITIES 100 PSF OrFICE 50 PSF 2- DEAD LOADS UPPER FLOOR FRAII!NG W/ 3/4' GYPCRETE NOT TO EXCEED 25 PSF B. LAIFRAL LOADS - ALLOW 33 - 1/3% INCREASE IN STRESSES FOR WIND AND SCISVIC FORCES WHERE PERMITTED BY CODE. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS. WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SIDING FRECT104 OF EARTH. OVERTURNING IS RESISTED BY THE OFAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE C BASIC WIND SPEED = 85 M.P.H. (3 SECOND GUST). IMPORTANCE FACTOR. Iw = 1.0 SIVPLE DIAPHRAGM/ BUILDING, ENCLOSED 2. SEISMIC: IMPORTANCE FACTOR. Is = 1.0 SEISMIC USE GROUP I MAPPED SPECTRAL RESPONSE COEFFICIENTS. Ss = 1.337 AND S1 = .460 SOIL SITE CLASS = 0 (ASSUMED) SPECTRAL RESPONSE COEFFICIENTS. SDs = .891 110 501 = .472 SEISMIC DESIGN CATEGORY = 0 SEISMIC RESPONSE COEFFICIENT Cs = .137 RESPONSE MODIFICATION FACTOR R = 6.5 1.3 SHOP DRAW= SUBMIT SUFFICIENT COPIES OF SHOP ORAWNNGS TO ARCHITECT /EH4GH4EER FOR THE FOLLOWWI:NG. I. GLUE- LAU.NATEO MEMBERS 2- PARAL LAM BEAMS DO NOT FABRICATE PRIOR TO ARCHITECT'S/ENGINEER'S APPROVAL. ALL SHOP DR AV61NGS SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPPROVAL OF THE CONTRACTOR. SHOP CRAWING APPROVAL BY ANDERSON- PEYTON STRUCTURAL ENGINEERS SMALL NOT IMPLY THAT THE PRCkECT MAY BE BUILT FROM THE SHOP DRAWINGS. RATHER, THEE PROJECT PLANS SHALL BE USED FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES SHALL BE DETAILED AND DESIGNED BY THE TRUSS SUPPLIER. CC`'STRACTOR SHALL REVIEW SHOP DRAWINGS AND STAMP I'le5rCATI NG THIS PRIOR TO REVIEW BY ENGINEER OF RECORD. 2.0 CONCRETE 2.1 SAL NO AL WEIGHT CONCRETE !MEETING THE REQUIREMENTS OF ACI 301 -02 ESTABLISH PROPORTIONS OF CEMENT. COARSE AND nNE AGGREGATES. WATER. AND ADMIXTURES TO PRODUCE THE Fn 0c1:RTiES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI - 301 O'N THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES USE ADVIXTURES IN ACCORDANCE WITH THE VANUFACPJREWS O RECTiONS. USE AMOUNTS OF WATER - REiUONNG ADVIXTURE THAT WWTL PERMIT PLACING WITHOUT SEC-F►_GATIONN. HONEYCOVBNG OR ROCK POCKETS. THE SLUMPS ce EC:rIED ARE THE SLUVPS REQUIRED AT THE POINT OF FL- CEVE'NT INTO THE STRUCTURE. USE INTERIOR MECHANICAL •, tea• rnx ~'TH 7^000 RPV V NIMUM FREUEA' OCY � DO NOT OVER- _''E [! NOT MOVE THE CONCRETE HOMMATAL LY USING THE .' A 1:'4 CONCRETE SHALL BE POURED MONOLITHICALLY F- TA'EN CnNSTP.UCIION OR CONTROL JOINTS. PROTECT ALL PLAC CONCRETE FROM PREMATURE DRYING AND Ei- 9 ! ^T �4 COLD TEMPERATURES FOR SEVEN DAYS AFTER PC; = PROMDE Et: , "VEER WAIN PROPOSED CONSTRUCT'AIN OR i C'j=C :.� ?':T LOO,ATIOG FOR MS APPROVAL. OR USE JOINTS sS 9 ON4 THE DRAWINGS. ALL PEIN TIE VO RES _ND crtlr ANCHORS SHALL BE CUT OFT' FLUSH WITH THE CE S' FFACES +1!'.RE EXPOSED SMALL BE SMOOTH AND 12 STRENGTH I'! :S -? F :?! "7r ( ADOLIT Cc?S.'t M TK AFPUCA OTC OONDIIM y COKRETE DE JED AGAINST EARTH 2' re WATER /CEMENT Apt 1 -1/2' PSI RATIO CNIRAI MENT ' • - 2500 0.50 0.0% 12d COMMON 0.50 0.0% 10d COMMON 0.148 P -NAIL 0.50 5.091 1 %* --k% SCE U:FD FLCxAZ'LE % LUCED AND �.E wic FA T:0 ;S S; sE VsY CChTkN- WELCED -TAPE OR ' -V :Su El C&E CF THESE WAY BE USED TD • _c S- c « ;cy-ryN OF VIA -ISLE S� "` :WAGE AP,?•OVED SMALL BE CAxcrlLY U= • %S:ti ;. `:) rEVIAMN FPfIV TI-ESE ESPECIALLY RTE ACC+Ttf. OF WsTEP. =LL EE V=_; Mr4YjT APPC)'-:AL OF TK 23 MATERIAL - CE>MR, WATER & AINIEGAIM PER Aa 301 A. CEMENT MUST CONFORM TO ASTM C -150. TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REOWRED FOR USE OF TYPE II CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO Cfk4F4R!d TO ASTM -C.13 2.4 IIA=IA1S A. WATER REDUCING ADMIXTURES: CONCRETE USING POZ70LIT11 ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH DIE ENGINEER'S APPROVAL AND !RUST CONFORM TO ASTM -C494. POZZOLITH PC'LYHFED. POZZOLITH 100XR. OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE W11H THE MANUFACTURER'S INSIRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC C CUDITTON S AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXI SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8 WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -0260 AND ASTM - C494. MBVR OR M IC RO -AIR BY MASTER BUILDER. NO AIR ENTRAINMENT IN COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 57. +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. NO ADMIXTURES CONIAINING CHLORIDES ARE PERMITTED. 2.5 FONFOMM STEEL DETAIL. FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT VAIN APPROVED CHAIRS, SPACERS. OR TIES. A STEEL REINFORCEMENT SHALL BE NEW. DEFORMED 8RLEI STEEL, MEETING ASTM STANDARD A- 615; GRADE 60 FOR 13 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRICIER 10 FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER ACI. 8- REINFORCEMENT IN ALL WALLS. SLABS. AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED. BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPUCES ARE ACCORDING TO ACI 318. CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR 1'c GREATER THAN 3000 PSI AND ARE 410 DIAMETER; FOR rc WHICH IS LESS THAN 3000 PSI. UNLESS 1:OTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPEN SHALL BE A MINIMUM 1 -I5 TOP AND BOTTOM. EXTENDING 2' -6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS, E. WELDING: TACK W LL!XNG OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER. F. UNI NUM REINFORCING: WHERE REINFORCEMENT iS NUT SHOWN ON THE DRAWINGS. THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318) SHALL BE REFERRED TO FOR PROPER REINFORC ELIENT. G. REBAR COVER. PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS- COVER OONDIIM y COKRETE DE JED AGAINST EARTH 2' CONCRETE DEPOSITED AGAINST FORMS BUT 3-1/2 EXPOSED TO EARTH 1 -1/2' MAIN REINF ORCING IN BEMIS 1 -112' TO TIES IN COLUMNS. AND TIED REBAR IN WALLS 1 -1/2' FOR BARS IN SLABS ON GROUND 3/ 4 * FOR BARS IN SLABS ON FORMS H. 'An= WIRE FABRIC: ASTM -AI65 AND AS7U -A82 I. DEFORMED BAR ARCHCRS- ASTM -A496 J_ REMORCEIu!ENT AL LONANCE: THE CONTRACTOR SHALL PROVIDE All ALLOINANCL FOR ADDITIONAL REINFORCEMENT WHICH MAY OR MAY NOT BE PLACED AT IRE DIRECTION OF THE PROJECT EHIG VEER. 24 EPOODY 0011EIM REINFORCEMENT A_ ALL REINFORCEMENT 19CH IS TO BE DOWELED INTO EXISTING CONCRETE SHALL BE INSTALLED WITH POWERS - POWER -FAST' EPDXY ADFESI'T PER ICBO PEPOPT 14514 OR M>PROWED [WAL - B. EPDXY SHALL BE UYEC. APPLIED. A ND CURED IN ACCORD WITH THE MANUFACTURERS G,.JX NES_ RtiNTORCEVENT A.00 CONCRETE SHALL BE CLEAN AM FREE OF IRREGULARITY. EPDXY SMALL NOT BE MIX D OR CURED N AIR A.VJ / OR C(APCRE TEMPERATURES BELOI s l- %!iw PER MAIPUFACTLREWS SPECI► CCTON>. C~ EPDXY OS OF PEI':FORCEV.NT in OVERHEAD APPLICATIONS SHALL NO' EE .LLIYAED WIIP fJT PIE - P Act! TEN APPRO'rAi FROU THE ENGINEER OF PECCARO. 10 CARPENM 11 110M6H CAIRPENIRIF ALL 2x FRAVi NG LUVOER SHALL BE STvj O AVE I-EV -F:? FOR STUDS � AN D � / S � TAJ`enA=D OR E - TTEP, FC-2 ,-,S Cc aS Sk004 C- THE D!RAWMNCS ALL 2" LUVKP SHALL Bi ; -,H+ D c-D (i 9) (w SURFACE C =:ED i5�'; t:.; is r' EC= ix _.1i- - -- L BEAR RAE STAMP OF TK N►iST Cn -j1 ! iIV�? '1_cEC 1 :'ri�AIJ (VCLIB) OR WESTF -?: MAO r AS ;X'lr +N (44Ps) SHW'AftiG, GRAM V 1. . C40 Acr O :EO Er t •_ ALL EY°OSED STRIL - .ck VAT; ' }LS OR V.L :r1 ?: C- sitsr'T MiHT CONCRETE S -*U= SE - ^=£SS! �E (SEE SEC!-- 3 a• 12 CARPOW HARDWARE A- DOLTS SHALL BE ASTM A -307. D. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABIE IRC41 WASHERS. C- ALL NAILS SHALL BE COMMON VARE NAILS OR EQUIVALENT PNEUMAIICAI LY DRIVEN NAILS (P- NAILS). AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P- NAILS SHALL BE INSTALLED PER THE MANUFACTURERS COIDELINES- COMMON WIRE NAIL NAIL LENGTH APPLICATION 16d CC I 0.1 P - NAIL 3-1/2 FRXMIfJ 12d COMMON 0.148' P -NAIL 3 -1/4" FRAMING 10d COMMON 0.148' P -NAIL 3' FRAMING 12d COMMON 0.148' P -NAIL 3 -1/4' SHEATHING 10d COMMON 0.148 P -NAIL 2 -1/4" SHEATHING 8d COMMON 0.131" P -NAIL 2-1/4' SHEATHING D. LAG SCREWS. SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON. USP, OR 011 ICI+) APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS Or CORROSIO" PROTECTION. 3`3 WON NAILING -- PER IBC 2003 TABLE 230 9.1. 3.4 ANCHOR BOLTS PER IBC SECTION 7305.3.10 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2" NOMINAL VIAMETER ANCHOR BOLTS EMBEDDED AT LEAST !" AND SPACED NOT MORE THAN 6 FEET APART. THERE SHALL BE A MINIMUM OF IM) 80LTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE PER IBC SEC 2308.6. 3.5 PLY9101001/1058 SIEII1NIr3G EACH SHEET SHALL BEAR DIE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB- USE TMCKNESS AND NAILING AS MOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED. PROVIDE 84 AT 6' ON CENTER 0 SUPPORTED PANEL EDGES AND 8d AT 12' ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS. USE THE SAME SPACING PATTEPIN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF OSB CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PSI OR PS2. SHEATHING SNALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CO NTRACTOWS CONSTRUCTION AND WEATHER CONDITIC)NS SPECIFIED BY CONTRACTOR. FLOOR DIAPHRAGM: 5/8 PLYWOOD TO MATCH EXISTING (PANEL INDEX = 24/16), WITII 10d COMMON NAILS OR 0.148 DIA P- NAILS AT 6' O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAT. SHEATHING SHALL BE GLUE- NAILED TO FRAM114G WITH APPROVED ADHESIVE PER THE ARCHITECT. 16 YANL FACIM TOIBFR BEAUS A. CLULAMINATED TIMBER BEAMS (GLULAM BEAUS) ALL STRUCTURAL GLUE - LAMINATED TIMBER. MATERIALS. MANUFACTURE AND OUAUTY CONTROL SHALL BE 04 C(VJFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL CLUED LAMINATED TIMBER - . AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLY LAYOUTS SHALL BE PER P.S. 56. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COM83NATION 24F -V4 (SIMPLE SPAN) OR 24F -V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF AG'IESIVE PER P.S. 56. ARCHES SHALL BE COMBMAT01 24F -V8 AND HAVE EXIEMOR GLUE. ARCHITECTURAL GRADE. B. PARALLAM BEAUS BEAMS SHALL BE 2.OE PARALIAM PSL AS MANUFCACTURED BY TRUS JOIST MACkFLLAN. MATERIALS. MANUFACTURE. AND 1]U ALITY CONTROL STALL BE PER THE MANUFACTURER NITRO SHALL ULTIMATELY BE RESPONS18LE FOR THE MANUFACTURE OF THE PRODUCT. ALL BRIDGING AND BRACING SHALL BE PER THE VAY- 0ACTI!RER. C_ IJ!C?OLLAU BFAIVS BEAUS SHALL BE 1.9 MICROLLAM LVL AS MANUFACTURED BY 1RIIS JOiSI LIACMILAN. MATERIALS. MANUFACTURE. AND OU-UTTY CONTROL SMALL BE PER THIS MANUFACTURER WHO SHALL ULT UATELY BE RESP014SIBLE FOR THE UANUFACIURE OF THE PP.ODUCi. ALL LRIDONNG AND BRAfjl.'G STALL BE PEA THE HJAMUIFAIGR,JRER. D. Tt#=- EP.STRl %9- BEAUS BEAU SHALL BE 1.5E OR 1.3E TIMBERSTRAND LSL AS U! "'J'FACrYPED BY TPUS ,!01ST MACMXLAH. MATERIALS. VANIffACTUDE. 1•':D OUAL ITY CONTROL SHALL BE PER THE VA'lUFAC VRER 'A"* SH ALL ULTIMATELY BE RESPONSIBLE FOR TIRE MA !J= ACTS OF THE PRODUCT_ ALL i�i�G• ".; }• ;� ov -r. ,.; S--'ILL BE PER THE UANIUFACTi,PER 17 WOOD VENSE?S „IEEE EVALUATED US`tG KILN OP (RD) CR Sii..FA_E OP (SW LIMIER (HEM -FOR 1VTH IT_nTj9?E = 19 P LESS) THE P TO FLOOR COv!%"SSOI 'f q ."�Ff '4000 14 (PLATES AND J%TS T 95.25 - ) -:.i t TO A M- S l: CCeITEtiT 'rhAN t OF 10`4 WILL BE APPP0rU4T =LY 3/8 INNS PER FLfV-P. ADD TONAL FLOOR TO FLAN? CG VFzE_sU't OF 6-_C5 STUDS OLIE TO Flit CCuFPEESSVE L^sD WILL BE APGF_: VATELY 1/ 32 4NCES PER FLOCIP. AST? f:A; Cr'V:' =ESS:rf't OF W)00 FRAV?4G MAY O:CU P VUE TO FP. AAf TEC ­; ::Y :ES AND LO-'AL STRESS CONCEN TR A T C -uS ALL E: I ,i ':: wCE _.LIT ELECTPTAL VEE CH-M- -: }L. M,3 P'LLMS!' S`T'S E W AS AELL AS EXTERW.. RIZ HES 9.3 X.`-D 2E 0fSC� Er• T!} A`_ : :WV .0 IE THESE V7•EWEINTS- USE Cf A0 *0 S:_CS FATES 6 BITS +AH" >WLL HAVE WIQIS "UPE Lfr::Esl. C!' = VEA iG P41 10% WILL EY- ER-E CF:ATrP 1 SSEWBUES UTLiZ..s; E ;P- - !iQE_+t" :F V;;.Ellc•.TS. LC':l IiE0 H -ACE°S VAY E+?EsENi f SV :AR f. 11Irs AL 40 Ll ■ f 4 i 3.0 PRESERVATIVE IREAl1iM GALVANIZATION OF HARDWARE (EXPOSED OR IN CONTACT WAIN PRESERVATIVE TREATED WOOD) ALL HARDWARE (HANGERS. NAILS, BOLTS. LAG SCREWS, FLASHING ETC ?) SHALL BE HOT -DIP GALVANIZED (HDG) TO A MINIMUM COATING LEVEL OF G185 (1.85 o: /02 OF ZINC) WHEN IN CONTACT MITI PRESERVATIVE TREATED WOOD CONTAINING PRODUCTS SUCH AS. BUT NOT LIMITED TO; CCA. ACQ. OR CIA. HOG PRODUCTS SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS AS APPLICABLE; ASTM A653. ASTM Al23. AND ASTM A153. WHEN USING STAINLESS STEEL OR HOT -DIP GALVANIZED CONNECTORS. THE CONNECTORS AND FASTENERS SHALL BE OF THE SAME MATERIAL. ACZA PRESERVATIVE TREATMENT SHALL NOT BE PERMITTED EXCEPT WHERE HARDWARE (INCLUDING NAILS) IN CONTACT WITH THE TREATED PRODUCT IS COMPOSED ENTIRELY OF STAINLESS STEEL MATERIAL. STAINLESS STEEL HARDWARE SUBSTITUTED FOR HDG PRODUCTS SHALL MEET OR EXCEED THE STRENGTH AND PREFORMANCE OF THE SUBSTITUTED HDG PRODUCT ORIGINALLY SPECtFIED. 4.0 IEdUNCAR / POWER DRIVEN FASTENERS A. MECHANICAL FASTENERS (PRE - DRILLED ANCHORS) 1. TYPICAL MECHANICAL ANCHORS %%MCH ARE INSTALLED IN CONCRETE SHALL BE AS MANUFACTURED BY THE RAWLPLUG COMPANY, INC. AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICBO REPORT 05225 OR APPROVED EQUAL. 2. ADHESIVE ANCHORS SHALL BE OF IRE SIZE AND LENGTH AS CALLED OUT ON THE PLANS USING THE RAWL 'POWER FAST' ADHESIVE ANCHORING SYSTEM PER ICBO REPORT 4514 OR APPROVED EQUAL. ADHESIVE ANCHORS SHALL BE NISTALLED PER THE MANUFACTURERS SPECIFICATIONS. 8. POWDER DRIVEN FASTENERS 1_ TYPICAL POWWDER DRIVEN FASTENERS WHICH ARE INSTALLED IN CONCRETE OR STEEL SHALL BE AS MANUFACTURE BY HILTI. INC. AND SNAIL BE INSTALLED IN CONFORMANCE VAIN THE MANUFACTURERS GUIDELINES AND PER ICBO REPORT 02386 OR APPROVED EQUAL. 2. ALL FASTENERS SHALL BE OF THE TYPE AND SIZE REQUIRED TO MAINTAIN THE REQUIRED PENETRATIONS. FASTENERS INSTALLED IN CONCRETE SHALL BE INSTALLED WHEN THE SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF THE CONCRETE HAS BEEN OBTAINED. 3. FASTENERS WHICH ARE USED IN PULLOUT CONDITIONS SHALL BE NON - DESTRUCTIVE LOAD TESTED IN TENSION TO (2) TIMES THE ALLOWABLE LOAD EVERY (50) FASTENERS. 5.0 SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL CONFORM 10 SECTION 1702 AND 1704 OF THE 2003 IBC AND ARE REQUIRED DURING THE FOLLOWING: A. THE CONSTRUCTION OF THE LATERAL WOOD SYSTEM TO VERIFY APPROPRIATE ELEMENTS. NAILING. HARDWARE & CONNECTIONS PRIOR TO FINAL APPROVAL. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE A SCHEDULE OF REOrRED INSPECTIONS AND SHALL SUBMIT THIS SCHEDULE TC THE ARCHITECT AND ENGINEER FOR APPROVAL. 6.0 Y9CEIIAEOLIS VERY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFFP. TO ARCHITECTURAL PLANS FOR WALL OPENING. ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHO REFER TO MEC HAISCAL AUD ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS. PIPES. CONDUITS. ETC., LOT SHOWN. ABBREVIATIONS AB. ANCHOR BOLT AGGR. AGGREGATE ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECTURAL BD. BOARD SLOG. BUILDING BLK BLOCK BLK'G. BLOCKING BM. BEAM SOT. BOTTOM BTWN. BETWEEN C.J. CONTROL JT. CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS DEG. DEGREE OET./DTL. DETAIL DIAG. DIAGONAL DIA. 0 DIAMETER ON. DOWIN DWG_ DRAWING (E) EXISTING EA. EACH E.J. EXPANSION JOINT E.1.F.S. EXTERIOR INSULATION AND W/ FINISH SYSTEM EL. ELEV. ELEVATION ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT E.S. EACH SIDE E.W. EACH WAY EXP. EXPANSION EXT. EXTERIOR F.D. FLOOR DRAIN FDN. FOUNDATION F.F. FINISH FLOOR FIN. FINISH FLR. FLOOR FND. FOUNDATION F.O.B. FACE OF BRICK F.O.C. FACE OF CONCRETE F.S. FULL SIZE FT. FOOT OR FEET FTG. FOOTING FURR. FURRING GA. GAUGE GLIB GLULAM BEAM GALV. GALVINIZED OR. GRADE GYP. GYPSUM GYP- BD. GYPSUMS BOARD HT. HEIGHT HVAC HEATING. VENTILATION AND AIR CONDITIONING I.D. INSIDE DIAMETER INSUL. INSULATION IN T. INTERIOR JNT. JOINT JST. JOIST LFA LOAD FROM ABOVE MAX. MAXIMUM MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTL. METAL (N) NEW N0. NUMBER N.T.S. NOT TO SCALE O.C_ ON CENTER O.D. OUTSIDE DIAMETER OH. OVERHEAD OPG. OPENING OPP. OPPOSITE PCT. PRE -CAST P.L. PROPERTY LINE PWD PLYWOOD P. T. PRESSURE TREATED (R) REMOVE R.D. ROOF DRAIN RE- REFER TO ... REINF. REINFORCED REO'D. REQUIRED RM ROOM R.O. ROUGH OPENING SCHED. SCHEDULE SECT- SECTION S.F. SQUARE FOOT SHIT_ SHEET SAM. SIMILAR SPEC. SPECIFICATION SQ. OR 4i SQUARE S.S. STAINLESS STEEL STAGG. STAGGERED STD. STANDARD STIFF STIFFENER STL. STEEL STRUC. STRUCTURAL S -W. SHEARWALL TR IREAD T do B TOP AND BOTTOM T do G TONGUE do GROOVE THK. THICK T/ TOP OF TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VIER VERIFY VERT. VERTICAL W/ WITH W/O WITHOUT ct CENTERLINE 2 PLATE SHEET INDEX SHEET SHEET CONTENTS REVISION $ 1.0 STRUCTURAL NOTES $2.0 2ND FLOOR FRAMING PLAN S2.1 ROOF FRAMING PLAN $3.0 TYPICAL DETAILS v �qk �_ \ �� I low F)D 5 - Peytom • r 8 n 4 N 0� 4 cal ■ W � O o �4 y W 3 W O z W 4 A c� x A 0 o N 6 N ok a a O► t» H O+ x a 3 w A a3A an N � N Q �j �o v'b W � c 0 >1 W y to O .4 0 U W < �. c c 0 A 000 000 000 C> O ° N en Z < >w I- 0 �, `Q 0 w 3 CA ul A a A Q 30 SUBMITTAL SET ONLY NOT FOR CONSTRUCTION 'ETIFSE IDRJITIlILN11M ARE SUBIIBCF TO REVISIOM rLMOM VOCAL. A:ltiS101 REVIIEW. 51.0 f# '.0Aj TOTAL NUMBER OF SHEETS 1 4 • LATEST RIdYIDUAL SHEET REVISION ISSUED Structural Engineering Consultants 0 t. F. I . i �• I I t 1 - M II I II i II i II I I # E)6x10 i ;F rl tr 00 x I II I II • �i t E 10 0 12" U.C. I I I i I I 1 , I EM j ! , If 1 �• - - 1 1 II (N)5 -1/8x1 B FF _ (E)6x10 (R) ! 11L S3. — LJ I I x N W L _ �; : r - - - -- I - t_ . t- I LJ • I i I iA LJ i 2 0 FDN i - - - - -- -- - --- (N) 4" SLAB ON GRADE I NVO, II II n 1 1 CIA (N)SIMPSON ! I I I HUS410 (E)4x10 N 4 x / CD [ O Q 0 I;c �N �--�. ` _ x A EXTEND CONT FIG to W -- e, BELOW 2' M114 I PAD FTG 2' -6" SO. x 8" DEEP W/ (3) -14 E.W. 0 BOT I- - - -J I ' Ij1 Ili I I r Jl� !I II II 1 II II II f I 1 �► W ® lli BEYO,`ID GLB (E)4x10 (E)3 1/8x12 GLB -- - -- (N)2x10 0 16" O.C. oo I I I CONT OVER SUPPORTS LLJ o E 2x10 I t I I I I S3.0 S3.0 O.C. - - - ' - - � _ �� .. . _ = 1QYY_ -HIGH _ � - - � _ - - . . � „ I 1 - (E 6x10 - � t - ---- 1 I o I i III ! F i , f 1. - -. 1 r=� F f ! f t if I} E t tl ! i ir 'FOUNDATION PLAN � dersor� - Peyton 9 v f FLOOR & ROOF FRAMING NOTES 1. (N) INDICATES NEW BEAM OR JOIST TO BE ADDED. t R iNDICATES EXISTING BEAM OR JOIST. INDICATES REMOVE EXISTING BEAM OR JOIST 2. ROOF TRUSS/RAFTERS & FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL. ELECTRICAL & PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 3. PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR TO JOIST DIRECTION, SEE DETAIL 1/53.0. FLOOR SHEATHING IS TO BE CONTINUOUS, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT FLOOR DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET S1.O. 4. ALL F.F. BEAMS. ALL EXPOSED BEANS AND ALL NON- BEARING BEAMS SPANNING 4' OR GREATER SHALL BE A MINIMUM OF 4X8 HF 12 UNLESS NOTED OTHERWISE. ALL HEADERS IN WALL FRAMING SHALL BE A MINIMUM OF 4x8 HF /2 UNLESS NOTED OTHERWISE_ ALL BEAMS ARE TO BE A MINIMUM OF HF 02 U.N.O. ALL 4x POSTS ARE TO BE HF 01. 5. ALL HEADERS ARE TO BE SUPPORTED BY (1) 2x TRIMMER (BEARING) STUD AND (1) FULL- HEIGHT 2x KING STUD. MULTIPLE TRIMMER STUDS ARE INDICATED PER PLAN. BEAMS LOADING PERPENDICULAR WALLS SHALL BE SUPPORTED, AT MINIMUM. BY SOLID STUDS BELOW BEAM. 6. ZlLT� INDICATES WALL TO REMAIN. = T F33 INDICATES WALLS TO BE ADDED. _ _ _ = INDICATES WALLS TO BE REMOVED. 7- WALL TO BE ADDED SHALL BE A MINIMUM OF 2x4 HF S.G. AT 16" O.C. U.N.O. 8. SEE ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS, CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION. 9. FF = FLUSH FRAMED BEAM. VERIFY RUSH OR DROPPED BEAM CONDITION PER ARCHITECT. 10. PARALLAM INDICATES 2.OE PARALLAU MEMBER BY TRUS JOIST MACMILLAN. 11. CONTRACTOR IS MMSIBLE FOR SHOW OF ENSMIG STRUCIK DURING 12. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AS CALLED OUT IN THE PLANS. 13. SEE GENERAL STRUCTURAL NOTES ON S1.0 FOR ADDITIONAL INFORMATION. _ VAX CO 0 . to 1 1 -- Lam..' \• �1. f 0 ?,10 '00 5 %w Structural Engineering Consultants 0 IF h ,V r;4 a k a �W �Wa Wo� Z wQ A c � 00 C4 O o � Z 1- W N 0 C A 94 x A g a N N C °o a1 0% a y O V a M 0 H < < 3 w , C N O► o „ �O NI Vb L 0 [L W � y O Uo a0 4 0 N A o Ai � ar YI V 0 0 C v <� < 000 000 non 0 V N OIL ?� IF- w H Q1 a4 Q �3 wo 10 SUBMITTAL SET ONLY NOT FOR CONSTRUC ON TIRE DRA\ILNGS ARE SLIU F TO RFVIISlOI4 FF.NM'VG LOCAi. 1CIrK)NAL 52.0 L] 4 _.mAj O I ® __° o. : I 11 1 !-I X1 �r--------- - W W Pi Q I� I I• ` " I I l ---` -° ° III ! I I i I;' ' I 1 III I A f• �, � •i1:1 1 I I�: = III I N is w •- E-1 -- - ' I Ili I 1 ! g � �![! I 016" O.C. 1 I (E)( - _ J . I L - - - - - (Ex3)2x { i I N cp - a 1 r II 1•I . .. 1 W t II 11..... II •I � II �.I L'3- (E)4x1 { J L J i (E)4x10 ° I I (E)4x10 O V W O> O X q * Uj i `V + fp� , Q�� e _ __ __ E 4x12 ��(N)4x10 _ _ ___________JL _ t I It 1 - 1 t Ii,I !_I (E)5- 1/808 GLB II �c. I 040 , X , (N)LEG5. H =18" tn ! I ` --�� J L - -- - - - - -- - - -- i I i I I I . I I _ I I I I� I Imo— SHADED AREA r::DICATES (N) 4' SLAB ON LRACE 7 - - ,,, (REII)OVE E30STI'NG SLAB) 53.0 ,`f r r (N) 6" U41 S�vAALL 0 SLIA � PER 2/53.0 I ` 2 `.�� �:•p: FTC_ Z'_4' WDE � 1 \\ 1 +� EJTTCU OF FAA =n u;TC•1 - - - -- -- i — — — — — — — — - -- - - -i 1 ' To VAT104 2ND FL OOR FRAMIN crab r rf■ r *b • f f ROOF FRAMING PLAN � f:. .� N m — • <E■ • it — Peyton I FLOOR & ROOF FRAMING NOTES I 1. (N) INDICATES NEW BEAM OR JOIST TO BE ADDED. (E) INDICATES EXISTING BEAM OR JOIST. ( R) INDICATES REMOVE EXISTING BEAM OR JOIST 2. ROOF TRUSS/RAFTERS do FLOOR JOIST LOCATIONS ARE SCHELIATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATOLITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL do PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS 3. PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR TO JOIST DIRECTION, SEE DETAIL 1/S3.0. FLOOR SHEATHING IS TO BE CONTINUOUS, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT FLOOR DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET S1.0. 4. ALL F.F. BEAMS, ALL EXPOSED BEAMS AND ALL NON - BEARING BEAMS SPANNING 4' OR GREATER SHALL BE A MINIMUM OF 4X8 HF 12 UNLESS NOTED OTHERWISE. ALL HEADERS IN WALL FRAMING SHALL BE A MINIMUM OF 4x8 HF 12 UNLESS NOTED OTHERWISE. ALL BEAMS ARE TO BE A MINIMUM OF HF 12 U.N.O. ALL POSTS 4x ARE TO BE HF 11. 5. ALL HEADERS ARE TO BE SUPPORTED BY (1) 2x TRIMMER (BEARING) STUD AND (1) FULL- HEIGHT 2x KING STUD. MULTIPLE TRIMMER STUDS ARE INDICATED PER PLAN. BEAMS LOADING PERPENDICULAR WALLS SHALL BE SUPPORTED, AT MINIMUM. BY SOLID STUDS BELOW BEAM. 6. _ _ = INDICATES WALL TO REMAIN, INDICATES WALLS TO BE ADDED. = _ = INDICATES WALLS TO BE REMOVED. 7. WALL TO BE ADDED SHALL BE A MINIMUM OF 2x4 HF S.G. AT 16" O.C. U.N.O. 8. SEE ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS. CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS. CONTRACTOR SHALL NOTIFY B01H THE ENGINEER AND ARCHITECT FOR CLARIFICATION. 9. FF = FLUSH FRAMED BEAM. VERIFY FLUSH OR DROPPED BEAM CONDITION PER ARCHITECT. 10. PARALLAM INDICATES 2.0E PARALLAM MEMBER BY TRUS JOIST MACMILLAN. 11. CONTRACTM IS RESPONSIBLE FOR SHORNG OF EbSTNG STRUCTURE DURING O INSTRUCIM 12. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AS CALLED OUT IN THE PLANS. 13. SEE GENERAL STRUCTURAL NOTES ON S1.0 FOR ADD! TONAL INFORMATION. volo O!i 1 �+,�dF -D 0& r CV 111 Structural Engineering Consultants 9 h 9 N 0� n 4 N A R a �W o F a pp 3 U xR Z�� w W As a �II� a 0 N a N 6 0 " o o ra a ol za F O b i 3� < 0. d3a N � � � n �O WWW Nl h � w � c � 0 4J i rA o L .fi o U W U Q o on N zo o >_ M 1- 0 a �3 w a in 0 SUBMITTAL SET ONLY NOT FOR CONSTRUCTION TRESS DRAVIDAM MESURM CI< Ta RE` tW0M PEIQX R` t0M JllRi IL'WItlO►�tAL REVIEW. 52.1 I —.MAAi r Wo ft 9 4 NEW SLAP nrn no a.. IG FOOTING MWALL NEVI /OLD SLAB CONNECTION 1 -1/2" EXISTING CONCRETE EXISTING PWD ---*. 200 TIGHT FIT BLKG BTWN JOISTS 2x10 0 16" O.C. MAX CONTINUOUS OVER SUPPORT (2" MIN BRG 9 END SUPPORTS) {. N. • - - - - . / i 1 0.148 "00" FOE NAIL EA - SIDE OF EA JOIST TO TOP PLATE SEE DETAIL 8/S3.0 BELOW IN C 613 EA SIDE PER ARCH 2x4 HF SG @ 16' O.C. MAX (E) 200 JOISTS BETWEEN (N) 240 JOISTS NOT SHOY6T1 FOR CLARITY INTERMEDIATE BEARING WALL ROWS 16d NAILS I" O.C. (E) 20 2 0 16' O -C. J (N) 2x12 0 16' O.C. SISTERED TO EXISTING v ! 0 to FLOOR JOIST DETAIL (E) BRG WALL ABOVE (E) PYID (E) 2x10 JOIST (E) 2x10 JOIST SIMPSON LUS28 — EA JOIST BEAM PER PLAN 4 FF BEAM CONNECTION ROOF FRAMING 8d IDEED 2x BLKG W/ 3) 2'0 VENT HOLES NLY SPACED. VERIFY W/ ARCH .. 1/2" COX PWD W/ 8d NAILS 0 6" O.C. PWD EDGES, 12" O.C. FIELD -- (E) R ftt) 8d 0 6' O.G. - 8d06'O.C_ 16d v 6" O.C. COAT 2x- BEVELED BLKG BTWN TRUSSES SIMPS 14 LTP4 0 24" 0 -C. CONT 2x_ ��� i2 PWD PER PLAN BLKG 14 8d 0 6" O.C. TRUSSES � �. \� CONT 2x_ BLKG 1 ` BETWEEN TRUSSES - 1 1 1 1 1 SOFFI PER ARCH (E) P.E. TRUSS. TRIM ' ' TAIL AS NECESSARY = I ' P.E. ROOF TRUSS SAIPSON LTP4 0 24" 0_G. t \ 0 24' O.C. (E) BRG WALL/HDR of Y:rIERE OCCURS �- (E)242 BEVELED BEAM PER PLAN BLOCKING S LOW ROOF FRAMING 1 cn { FTGj2PG- WA LL i 2x4 Hf SG 0 16' O.C. IITAX 1/2 A + • 0 0 2- O. VAX — ( : ���S I1" l!''I FT:C�4! s I G -1.9 E n S! E PER ARCH E'.;' I # 1 I --6 _• 1 SAjV_'UT 3c -U;3. A-LI-C S•��� ,FAG vah } .,� � EX�ST-�� SLAB & KPL> CE r~/ 12' V. NZE F T; NEW INTERIOR FOOTING • 1p 2x6 HF S_G_ 0 16" O.C. (WHERE OCCURS) 2x6 HF P.T. PLATE W/ C. 1/2" CDX PWD W/ 5/8 "0 A.B. 0 24" O.C. o E�-• 8d NAILS 0 6' O.C. (EMBED 7 ") Z q PWD EDGES. 12' O.C. W y FIELD 30,E FELT 14 x L 0 16" O.C. 0` -0 " o b 10 F s. F.F. o s to I 4 CONC S.O.G. OVER �\� /�� / /� \ / / \� I SUBGRADE PER SOILS x.1 ENGINEER. REINF PER ARCH Z_ 14 0 12" 0_C_ HORIZ • (2) MIN • • (2) - 14 CONT • 5' 1 6 ", 1 5' 3 CLR • STEMWALL VA DTH TO T' -4" MIN MATCH EXISTING STEUWALL WIDTH. 6' MI.Y. 2 FOUNDATION DETAIL- PANEL EDGE BO'J:t -AP.Y IIZA!LI?' i RivA .'GIST BLCCKIN; INTERM EDIATE FP.: u►•:i; (FIELD) !:ElISER NAluPIG REMOVE EXISTING -� v 1� EXTERIOR WALL � 1 1 1 1 i " "'IG SLAB J c, PANEL EDGE NAILING (STAGGER) FRAMING .. IOISTS PER PLAN 1 - u vale • CY NOTE • • : n ; u f. 1►'ERTICAL (SH EA.RWA LL) PLYWOOD DIAPHRAGM SlIkELAR EXCEPT ALL PAT £L EDGES 7fJST BE BLOCAEU PER TABLE. (STRAP TYPE BLYG. 1tG T A± LG "AEO). 2 -) PROV -DE APA APPROVED GLUE dC ?1A1 OF ALL PLYWOOD TO JGSTS PEP ARC'S;;. SPEVF;CATCOUS. TYPICAL HORIZONTAL PLYWOOD DIAPHRAGM LAYOUT REMOVE /REPLACE EXISTING PWD W/ SIMILAR THICKNESS Structural Engineering Consultants 0 h 4 0 w d p�y 61 ra h W �D O G w 3 Ux3 WQ� A c� W a g 0 re a N n �O O H a a U o�+ 0 N I>r W � <3a N O. N W .-► M 1t. v C 0 4 43 � 00 y O t4 " a p cc . c L t-443' m U g o� ° a o V Q DOC Vnr— nOC N C. C7 q^ 0 o E�-• V � N a Z q W AEU rA 10 SUBMITTAL SET ONLY NOT FOR CONSTRi. MON UffSh ASTQ" A1tE Si,' UWT TO 1tf%_1SKX%S rFriKVG LWALA. t9)WTiOitiAL REV"- S390 f* a r PIPIN43 SYSTEM SCHEDULE AND SPECIFICATION SYSTEM I SOIL/WASTE/VENT ABOVE GROUND BELOW GROUND JOINT METHOD NOTES CW ABS ABS SOLVENT WELD SECURE ALL UNDERGROUND PIPING TO STRUCTURAL SLAB COLD WATER & HOT WATER 2' AND SMALLER CPVC -OR- COPPER N/A SOLVENT WELD -OR- 95/5 SOLDER MATCH MATERIAL OF EXISTING PIPING CONDENSATE PVC N/A SOLVENT WELD SEE MECHANICAL FOR DETAIL REQUIREMENTS INDIRECT DRAIN COPPER DWV N/A 95/5 SOLDER CHROME SPRAY ALL EXPOSED PIPING AT KITCHEN GAS PIPING BLACK STEEL SCH 40 N/A 1 SCREWED 2 -1/2' AND SMALLER WELDED 3' AND LARGER PAINT EXTERIOR PIPE W/ RUST INHIBITOR PRIMER PLUMBING EQUIPMENT CONNECTION SCHEDULE GREASEINTERCEPTOR A B C 0 GREASE INTE CALCULATIONS -AUPC A PPX H MEALS PER PEAK HOUR U 20 WASTE FLOW - WTH DW 6 GALLON RETENTION - KITCHEN W/OW 2.5 HOURS STORAGE FACTOR - 8 HOUR OPS I MIN CAPACITY = AxBxCxD = 300 GALLONS CITY REQUIRES 1000 GALLON MIN CAPACITY SYMBOL. ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS L -E LAVATORY. DROP IN - PUBLIC 1 -1/2 - 1 -1/2 1/2 1/2 EXISTING REDUCED PRESSURE ZONE BFP WC -E WATER CLOSET. STANDARD HEIGHT (14') FLUSH VALVE. PUBLIC 3 - 2 1 - EXISTING. PROVIDE NEW 1.6 GPF VALVE WATTS - YODEL 909 -QT WC -EH WATER CLOSET. ADA HEIGHT (17') FLUSH VALVE. PUBLIC 3 - 2 1 - PROVIDE NEW 1.6 GPF VALVE NEED NEW FIXTURE FLOOR MAT 200 UR -E URINAL - PUBLIC 2 - 1 -1/2 1 - EXISTING. PROVIDE NEW 1.0 GPF VALVE 2.0 US -E UTILITY AND MOP SINK EXISTING 2 - 1 -1/2 1/2 1/2 EXISTING 1.5 SK -E SINK EXISTING 2 - 1 -1/2 1/2 1/2 EXISTING 3.0 DF -1 TWO LEVEL DRINKING FOUNTAIN BARRIER FREE 1 -1/2 - 1 -1/2 1/2 - ELKY EDFPA17C LEFT SIDE LOW K -4 BAR SINK 1 -1/2 - 1 -1/2 1/2 1/2 CONTRACTOR SELECT. 20 GA SS SINK GOOSENECK FAUCET MATCH FACILITYS DOSTNG FAUCET MAKE K -8 COLD PAN - 1' - - -- SEE ARCHITECT 0-5 K -10 2 -COMP POT SINK AT KITCHEN 2 - 1 -1/2 1/2 1/2 SEE ARCHITECT - K -11 DISHWASHER CONNECTION COMMERCIAL - 1 -1/2 - - 1/2 SEE ARCHITECT ROUTE WASTE TO FS VLATH AIR GAP, SEE DOMESTIC CONNECTION DETAIL FOR BFP & PRV K -16 PREP SINK SINGLE COMP - 1 -1/2 - 1/2 1/2 CONTRACTOR SELECT - 20 GA SS SINK GOOSENECK FAUCET ! MATCH FACILITYS EXISTING FAUCET MAKE K -19 JUICE DISPENSER - 1' - 1/2 - SEE ARCHITECT CW SUPPLIED THRU BFP -3 K -20 COFFEE MAKER - - - 1/2 - SEE ARCHITECT CW SUPPLIED THRU BFP -3 K -21 ICE MACHINE - 1 - 1/2 - SEE ARCHITECT CW SUPPLIED THRU BFP -3 K -24 LAVATORY - WALL HUNG. PUBLIC W EYEWASH 1 -1/2 - 1 -1/2 1/2 1/2 CONTRACTOR SELECT. VITREOUS CHINA SINGLE HANDLE FAUCET. TRAP do HOT WRAP MATCH FACWTYS 00STING FAUCET MAKE DRAIN, CLEANOUT, BFP, AND HYDRANT SCHEDULE SYMBOL ITEM MAW/MODEL REMARKS FD-1 FFD-1 FLOOR DRAIN (FD) OR FUNNEL FLOOR DRAIN (FFD) ZURN/Z -415 (FD). Z -1742 FUNNEL (FFD) ROUND OR SQUARE TOP TO MATCH FLOOR FINISH TRAP PRIMER REQUIRED FS -1 FLOOR SINK ZURN SD2375 12'x127. 6' SUMP DEPTH, NO GRATE, PIPE SIZE AS INDICATED ON PLANS HD -1 HUB DRAIN N/A SEE PLANT NOTES FOR ADDITIONAL REQUIREMENTS BFP -1 REDUCED PRESSURE ZONE BFP WATTS - MODEL 909 -QT PREMISES ISOLATION. 11-1/2% PROVIDE HOT BOX BFP -2 REDUCED PRESSURE ZONE BFP WATTS - MODEL 909 -QT AT COMMERCIAL DISHWASHER, 3/4 BFP -3 REDUCED PRESSURE ZONE BFP IPOWERS WATTS - YODEL 909 -QT SERVES ICE MAKER. JUICE, COFFEE MAKER, 3/4 MV-1 ILAV/SINK THERMOSTATIC MIXING VALVE E -480 3/8' COMP CONNECTIONS tWM CABINET AT LAV /SINK LOCATION. PROVIDE STOPS. SET TO 105 DEG F AND LOCK PLUMBING CALCULATIONS Dote: 07/23/03 45 GPM MI NIMM MAN PRESSURE AVAILABLE so PSI WATER SERVICE METERING LOSS (I'UETER) 14 PSI SUBTOTAL 4 SUBTOTAL WATER SERVICE BFP LOSS, 1 -112' 8 WASTE WASTE WATER WATER SUMMARY QTY FU FU FU FU UTILITY SING (E) 1 3.0 3.0 2.0 2.0 PUBLIC WATER CLOSET (LUSH VALVE)(E) 4 4.0 36.0 5.0 200 URINALS(E) 1 2.0 2.0 4.0 4.0 PUBLIC LAVS(E) 3 2.0 6.0 1.0 3.0 KITCHEN SINK 0 STAFF ROOM (E) 1 2.0 2.0 1.5 1.5 2 -COMP SINK (K -10) 1 4.0 4.0 2.0 2.0 DISHWASHER (K -11) 1 3.0 10 20 2.0 PREP SINK (K -16) 1 2.0 2.0 1.5 1.5 ICE MACHINE (K -21) 1 1 -0 1.0 1.0 1.0 PUBLIC LAVS(K -24) 1 1.0 1.0 1.0 1.0 DRINKING FOU NITAN 1 05 0.5 0.5 0-5 COMMERCIAL CLOTHES WASHER 2 4.0 &0 3.0 6.0 HOSE BI8BS(E) 2 - 3.0 10 TOTAL WATER SERVICE CALCULATIONS DATE 07/23/03 47.5 BkA DIfNG WATER OEfMAW (UPC CHART A -3) 45 GPM MI NIMM MAN PRESSURE AVAILABLE so PSI WATER SERVICE METERING LOSS (I'UETER) 14 PSI SERVICE PIPING LM 50'. 1 -1 1Y 4 PSI WATER SERVICE BFP LOSS, 1 -112' 8 PSI Hl"ST BUWNG FIXTURE ELEVATION (12') 5.16 FS1 ROD RESIDUAL PRESSURE AT REMOTE LOCATION 15 PSI REYANM STATIC PRESSURE AVAILABLE 33.8 PSI ALLOWABLE FRICTION LOSS FOR PIPE LENGTH 1GO FT 33.8 PSI PER 100' DESh3 N MAX FWCTM LOSS 20 PSI PER 100' DOMESTIC HW /CW CALCULATIONS Total Water Usage 47.5 FU No. of toilets 4 20.0 FU No. of hose bobs 2 2.5 FU CW III faucets 0 0.0 FU Combined hw /cw 25.0 FU HW only 1 &8 FU 20 GPM CW only 41.3 FU 26 GPM PIPE SIZING BASIS Siang based an 20psi 1 max & 8f4 sec max velocity Flush Valve Water Closets FU Range pbe Min 0-12 FU 1 1/4 13-20 FU 1 1/2 21 -115 FU 2 PIPE SIZING BASIS SW" bowel on 20psi /100' max do 8ft /sec max velocity &wKhes with no flush vdves FU Range pipe she 0-5 FU 1/2 6 -12 FU 3/4 13-30 FU 1 31 -50 FU 1 1/4 UPC Gas Load Summary Water Heating Equipment 312.0 MBH Commercial Clothes Dryers 350.0 MBH Residential Clothes Dryers (8035) 0.0 MBH Commercial Ranges 0.0 MBH Subtotal 662.0 MD#I Space Heating Equipments 0.0 MOH Pool Heating Equipment 0.0 MBH HVAC Equipment 400.0 MOH Barbeque Outlets - MBH Subtotal 400.0 MOH Q Process Load Equipment 0.0 MBH 1 Fryers 0.0 MBH Ovens & elf other Iatch equip 0.0 MBH Spos 0.0 MBH Subtotal 0.0 MBH Total 10620 MOH Fuel Heat Capadty 1000 BTU /CF Mane Cos Flow 1062 CFAIR s Decorative Fireplooe heating foods (0®42MBH /ea) GENERAL NOTES FLAG NOTES COORDINATE FINAL CONNECTIONS WITH 1 CIVIL DRAWINGS 5' -0' OUTSIDE THE BUILDING FOUNDATION. INVERT DEPTH, FIXTURE UNITS AND DRAINED AREAS AS NOTED. IDENTIFY ANY DISCREPANCIES TO ENGINEER BEFORE ANY WORK. DEMO EXISTING SINK. CAP WASTE. CW, AND HW IN WALL DEMO EXISTING PLUMBING FIXTURE. REMOVE CW do HW BACK TO CONCEALED LOCATION AND CAP. RELOCATE EXISTING FIXTURE PER ARCHITECTS PLANS AND ELEVATIONS, DEMO FLOOR AND WALL AS REQUIRED FOR NEW WASTE, VENT. AND DOMESTIC PLUNRBNG CONNECTIONS. PLUG EXISTING FLOOR SINK THIS AREA AND PROVIDE NEW AT LOCATION INDICATED. 1 INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE VITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A. 3' WASTE PIPE - 3' CLEANOUT WITH 2.5' PLUG B_ C WASTE PIPE - 4' CLEA IOUT WITH 3.5' PLUG C. 6' WASTE PIPE - e CLEANOUT VITH 15' PLUG 2 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4' PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE 'ADIBNISiRATIVE AUTHORITY FOR A SHALLOWER SLOPE N NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8' PER FT SLOPE. N NO CASES WILL PIPING SMALLER THAN 4' BE INSTALLED AT SLOPES SHALLOW" THAN 1/4' PER FOOT. 3 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT AND PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT N ACCORDANCE WITH THE SPEORCATIONS - 15410 4 PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS 5 SERE ARCHITECTURAL D RAMENNGS FOR PLUMBING FIXTtff ROUGH DIMENSIONS &MID OTHER DETAILS. ALSO SEE ARCHITECTURAL ORAWARNGS FOR FRM REQUIREMENTS OF ALL PLUMBING FIXTURES RICLUDING REQUI4143NTS FOR FLUStrI LEVER LOCATIUI AT ADA COMPLIANT TOILETS, REPORT ALL DISCREPANCIES TO ENGWER PRIOR TO AMf vjORK_ 6 SPECIAL NOTES HAVE BEEN PROVIDED FOR SECt1RE]I M OF THE WATER HEATERS NO STORAGE TANKS THESE ARE REQUIRED TO ADHEW TO THE BUILDING CODE SOW REGUF43AMTSr THE CONTRACTOR IS REFERRED TO THE STRUCTURAL ORAWItgNGSS FOR ADDITIONAL SPECIAL REQUItREIAI1M RELATED TO THE KU1BING INSTALLJATiON_ 7 REFER TO THE FOOD SERVICE OR 10TCHE N DRAWtItiNGS AND SPECS SECTION 11400 FOR DETAIL PLUMBING REpURpEHT'S OF THESE SYSTEVS, 8 REFER TO SECTIONS 11400 FOR DETAIL PLUMBING REQURONTS OF OTHER SPECIALTY EQIFMETNT SUCH AS TRASH CUTE WASHER& 12 ACCESS PANELS REQUIRED AT ALL CONCEALED VALVES COORDINATE LOCATION AND 9ZE IN1H ARCHTECT. 1% ft i 8 ti ABBREVIATIONS BFP BACK FLOW PREVENTOR C.O.T.F. CLEANOUT TOP 0 FLOOR C.O.T.G. CLEANOUT TOP ® GRADE FU FIXTURE UNITS I.E. INVERT ELEVATION POC POINT OF CONNECTION W WASTE V VENT TOS TOP OF SLAB VTR VENT TO ROOF DRAFTING SYMBOLS SYMBOL DESCRIPTION Q REVISION LABEL DETAIL NUMBER _�DETAIL P3.1 r BUBBLE DETAIL IS SHOWN ,,, ,,,--FIXTURE TYPE SEE SCHEDULE K = KITCHEN FIXTURE I U7 FDMRE SYMBOL FIXTURE NO. KITCHEN FIXTURE SYMBOLS, SEE FOOD PLUMBING LEGEND SYMBOL DESCRIPTION - - - - -- - WFAIILIGHT LINE NEW WORK (HEAVY LINE) COLD WATER (ABOVE FLOOR /GRADE) HOT WATER ABOVE FLOOR /GRADE) - - (1207 TEMPERED WATER IF NOT INDICATED OTHERWISE) 140 140' F HOT WATER - - HOT WATER CIRCULATING G GAS PIPING (LOW PRESSURE 7' W.C.) MPG GAS PIPING (MED. PRESSURE 2 PSI) WASTE (ABOVE FLOOR) PIPING --- - - WASTE (BELOW FLOOR) PIPING -- IW -- INDIRECT WASTE PIPING - - - -- -- - V VENT C C CONDENSATE PIPING IH- C CAP OR CLEANOUT a-- P PIPE UP C P PIPE DOWN PIPE TEE UP () P PIPE TEE 0OVM �---- 4 45' DEGREE ELBOW L -� 9 90' DEGREE ELBOW 4 WAY TEE r� E ECCENTRIC REDUCER FLANGE TEE T T TEMP TEST VALVE UNION ---- -I® ----- U REDUCED PRESSURE BACKFLOW PREVENTOR AIR RELIEF VALVE AIR VENT -� F FUNNEL Y BUTTERFLY VALVE PRESSURE REDUCING VALVE GAS REGULATOR W/ VENT i PRESSURE GAUGE A - T THERMOSTAT 0 - B BALANCING VALVE --I B BALL VALVE GATE VALVE HOSE BIBB ---- C CHECK VALVE # � � i - REUEF VALVE ti F HV Engineering, Inc Consulting &Wineers 7100 linden Ave. N.. Ste. 1 Seattle, Washington, 98103 Phone: (200) Toe -saves Fax: (206) 70e -1850 vww. hvengneerins. biz Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 110. DALE REMStON Z 3 1?J13;r05 PERMIT CORRECT 2 RQW05 MISC. REVISM 1 &'27= ADD BAR SINK PARINER N CHARGE TGH PR&W MANAGER .IWH PROJECT EIIGNM .IVVH PROJECT WM MEMB S TGR/.IWH CHECK TGH }. { : > ; - 7 v. :'`'::` T`r, z- ,`• -. t� '� - - oar 8/1/2007 '..:mac =,c C: 1611 -; •r,: - -r� PLUMBING LEGEND �r. Ac�:.:� - <:-... -< «• � �z .... SCHEDULES Yu. - �.: .�.... �:s•s...S1 �iC'_r1C:J PROTECT N0. 2003019 :O i:::� ::,rte ivaa �.� �i. _ _ _ _ DA� JULY 25. 2003 •'� 4r •1 ' ' 251. US PHIO�ECIT WIN= PAIN PERVIT CENTER c -LU P1 80 s IF S u • -.AA0 r • d ft 24 CLEAR 30'0 CLEAR ACCESS OPENING ACCESS OPENING ° CAULK BOTH SIDES - T" r 8'0 HOLE / TYPICAL , - --�— r PRECAST BAFFLE 0 II !! Jr THICK — — dJ�- 3/4 FERRULE LOOP W /CAPS (4) PLACES IN TOP ° SLOT BOTH SIDES 3 1/2' x 3/4' PLAN VIEW GENERAL NOTES 1. OUTLET PIPE CAN BE ADJUSTED TO INCREASE OR DECREASE GALLON CAPACITY 2. FILL w /CL.EAN WATER PRIOR TO START UP OF SYSTD1 3. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING do SAMPLING TEES 4. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER 24'0 LOCKING FRAM NI: COVER 30'0 LOCKING FRAME do COVER AIR & GAS TIGHT � AIR & GAS TIGHT 1 -H v_� CAS INLET _�. I I I 3 MW 1 I- RECOMMENDAIION- INLET --- -- IS A PIPE DIAMETER - - — I -- - -- -- I - - I HIGHER THAN OUTLET `0 J I I I I I I II II I II II II TEE or EK.BOIIr ( I I + + F I I IF II II I I I I I FYI LA o d CAULK: BOTH SIDES -J L SLOT 4'x1' SECTION AA G REASE INTERCEPTOR DET V -0'0 x r -10' x 1 1/2" KNOCKOUT (TYPICAL) TOP FLUSH WKTH GRADE. ADD RISERS AS NECESSARY TO MAKE COVERS FLUSH WITH GRADE. OUTLET r- KNOCKOUT TYPICAL SCALE: NONE GREASE INTERCEPTOR SHALL BE SINGLE VAULT, DOABLE BAFFLE PER CITY OF TUKWILA STAND;.Rm • 0 S � AL \w � PARTIAL SITE PLAN SCALE: t = 2W v • ""E. TR 11. HV Engineering, Inc -'— Consulting Engineers 7100 Linden Ave. N.. Ste. I Seattle. Washington, 98103 Phone: (zoo) ne-imm Fax (208) 706 -1860 ,nnr. hvengineee[„a. bix Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 NO. law RVAM Z 3 12113/06 PERMIT CORRECT 2 9126105 NWSC. REVISIOA T 8r27/03 ADD BAR SINK PARTNER N CHARGE TGH PROJECT MANAGER JWH PROJECT ENGIM JWH PROJECT TEAM tlf3MM TGH/JWH CHECK TGH CNGRICERS SEAL SITE PLAN PLUMBING PROW N0. 200"19 Crl� JUCY25, 2003 PREECT NnIM PAM �- 0 !0 -4' P2mO I it s 0 It -.04AO r EXISTING GAS METER. TOTAL LOAD 1257 MBH AT 6 VERIFY METER CAPACITY 117H PSE. ' � - -- -- -- --• - --- Tyr-•_ - -- -- -- -- - r ---- -- ''. -'•� �• -_�:. i - - - - -- - i s - + GAS ON T - 0 r DRYERS (E) 2'G (E) < EXISTING PIV EXISTING FIRE SYSTEM AIR - COMPRESSOR RELOCATE EXISTING POST INDICATOR VALVE AND ASSOCIATED FIRE SERVICE PIPING. ROUIING SHOWN IS SCHEMA71C ONLY. DEMO CONCRETE FLOOR AS REQUIRED FOR RELOCATION. RELOCATE EXISTING FIRE SYSTEM AIR COMPRESSOR. HOT -BOX JIB2 ABOVE GRADE f _ -' INSULATED BFP ENCLOSURE WITH 12OV/90W HEAT ON ... . - _.._ ........... -- - ..........., _ . ! J s. CONCRETE FOOTER �" ' -'• :-::•.,.. � � � i !� -_ - -- � • - -- -- -- - - - -- - m _ - EXISTING BUILDING CW SERVICE FROM EXI TIIG CLOTHES METER. FIELD VERIFY LOCATION WA S / us Co. I 'G UP TO GF- ' ! !.' EXISTING BUILDING SEWER SERVICE. FIELD VERIFY LOCATION r _ i as `k ! ? T i- - - -- G G t� I o - _ _ - i _ - - — -- — ll -- -- - -- , -o- - - -- - - —T- E - �� - -- - - — -- - — -- i - _ - — a FS o - UR L _ - ; - - UNDER SINK. iTW 2 I ti HV Engineering, Inc Consulting Rugineers 7100 Linden Ave. N.. Ste. 1. Seattle. Washington, 98103 Phone: (804) 706 -960 its (806) 704 - 1830 www hreaaineerins. bis Project MAR R IOTT RESIDENCE INN GATEHOUSE REMODEL A'W SLOPE 1x TO CONNECTION WITH SANITARY SEWER. I FlUm �W WITH GRAM Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For LOCKING LIDS FLUSH WITH GRADE, TYP 2 DENO EXISTWO.�tWKING..: ' ' _ FOUNTAIN, CAP S PIRES IN "WALL I .. - - - - = - .. :... ... . _ .._ _ .: : - - -: :. - -- -�- - -- -- - -- =- - - ._ -• � ,- -. _.. - - - 1- BELOW SINK _.:.. _'� - -- - -_• � ROUTE GAS FURNACE F 2'1RR I AND AC -COQ CONDENSATE TO FLOOR OF I SINK. T1fP 3 FURNACES. 1 aw IF cw ®1x sL OI I REMOVE EXISTING GAS PIPING 0o _ - - DOWNSTREAM OF THIS POINT & _ 1 � X"HW TO K-19. 11 CAP - _ - _ ... -._.. _ 4L - - _• I DISI�WASHER REMOVE EXISTING ! DISCHARGES • T FLOOR' Cw do Hw PIPING ` FD I K FS � SI�IC WITH y - GAP DOWNSTREAM OF _ 10 THS POINT. I - - - TO Q =I IN ATTIC 1 W WITH I 21 FS - K. �J - -'• I F T _ now K 2'W 12'W P 3 jrcw TO K -19, NCO 206 21, IW TO FS PROVIDE 1W ROUTE TO ADJACENT � IF IS INVERT AT POINT 0 A' WILL NOT ALLOW INSTALLATION OF ADDITIONAL EJ DEMO FLOOR SINK. DQEND 2' WASTE TO NEW FS K POINT A FS CONNECT TO EXTSMIG 1J'V1R FIRST FLOOR PLUMBING PLAN LI 0 SCALE: W = f -0' - ---_LOCATE 0--j MIN 5' FROM BUILDING GW. IE - -2.5' BELOW FIRST FLOOR GRADE it RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVU E, WA 98004 H0. DATA Mom 3 12113M PERMrr CORRECT 2 *105 MISC. REI KINK 1 a /2710(3 ADD BAR S W PAIZ1iifR N ctimm 're" PRO�CT NM YANAfR J re PR"CT UJUM t im PROTECT wm lfE1i6ERS TGWJM CWCK TGH emma RS SIX �sVJ14A_ FIRST FLOOR PLUMBING PLAN 0 0 PJ1oW Ma 200"19 OrIA REU E NN"CT wimm PAFI JULY 25. MW Ciirf C 1.:1 to ##P2 r• v 9 P, 6 1w m ocATE m CAP WASTE BELOW SLAB. / - -' 1 r lb ADJUSTABLE STRAINER - DEPRESS DRAIN 1/4 TO 1/2 WHERE NOT ALREADY SLOPED i �I I CLAMPING - NON — SHRINK GROUT FINISH FLOOR PROVIDE WATERPROOF MEMBRANE AT ALL FLOOR DRAINS. FLOOR SINKS, AND TRENCH DRAINS. DRAIN PIPE FLOOR DRAIN DET NOT TO SCALE FINISH FLOOR CLEANOUT FLOOR PLATE 4' RIM JAY R. SMITH FIG. 4106 OR EQUAL COLLAR SLAB CAULK W/ LEAD & METAL COLLAR OAKUM ALL AROUND ALL INSIDE FLUSH afA`lOUTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE TOP COVER SHALL BE FLUSH 1MTH THE SURFACE OF THE FINISHED FLOOR. INTERIOR CLEANOUT DETAIL NOT TO SCALE WATER HAMMER ARRESTOR TEMPERATURE/pRESSURE GAGGE F r—*TdP VALVE COMMERCIAL DISHWASHER L WASTE DISCHARGE \ TO FLOOR SINK PREHEATED WATER INLET BOOSTER HEATER STRAINER W/ BLOW—Off VALVE PRESSURE REDUCING VALVE W/ BYPASS REDUCED PRESSURE PRINCPIE - BACKFLOW PREVENTOR IW TO FLOOR SINK- * PIPE RELIEF VALVE TO OPEN DRAIN. NOTE: BFP. PRY. STRAINER. HAMMER ARRESTOR INSTALL IN ACCORDANCE WITH ALL LOCAL AM TEMP/PRESS GUAGE REQUIRED FOR DW CODES. 0&Y INSTALLATION. DISHWASHER & BOOSTER HEATER DETAIL SCALE: NONE VALVE tEDUCER (AS REOUIRIXD) PLAN FOR EXACT SIZE -` W LEG ASSEMBLY TYPICAL GAS CONNECTION DETAIL Wom .m IV 4 • Y,! i I 3` -u Km 1. is E c 'ri r ,. .�.. ___;'..:ia. ....r_, _ r �: :ii:•�;': %'! �, "•Y•.r. �!'. ' -� 'b•' '.: .�;. /. ->>. .. "i: -� ,. r e ,.. ,l[ � ..r. _i.. =% /ter js. /'lir �:; %: •:u. ;v,_r., ., .. BELOW Sllf(C TO GF —d3 G PLA WC, TO SF -04 SECOND, FLOOR 1, jr _f-r- i f v ti F HV Engineering, Inc Consulting Engineers 7100 Linden Ave. N.. Ste. i Seattle. Washington. 98103 Phoae: (206) 700 -8008 F AY: (206) 706 - 1830 ,.w bves&eerio`. bix Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCH ITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 N0: OAW REIASIOrI Z 3 12113!06 PERMIT CORRECT 2 9126!06 MISC. REVISM 1 x, ADD BAR SIiWC Tw PEMCT YANK JNM ""CT BIGNM JWH PROECT wm IDJBERS TGMIJWH afac TGH SECOND FLOOR PLUMBING PLAN mom to DATE 2003-019 JULY 25.2003 PECE: PROTECT 1 PRl1 u . , Z . SHM MAdn PMMU AND Am.VlliL P2 NQUM 1 a -.aaA %r! "s r� l.• r� ,s 2'ViR, MAINTAIN MIN t• 10' CLEARANCE FROM FRESH AIR INTAKES. ROUTE '1 � - r- • ! .. : '!i � 1 . : i. j' :'.. /1::, - -:jr: ' ?i ' '• � ?'rr.,�i; i s ..r r.. r.' _ •f ... /�•. _ `i CONDENSATE TO FLOOR SINK BELOW ROUTE 1' CONDENSATE TO FLOOR SINK AT FLOOR BELOW ./; "I .:`s r GAS FURNACE SCHEDULE MARK MANUFACTURER MODEL CFM ESP MIN. OS/. 9TUH IN BTUH OUT AFUE ELECTRICAL %WGHT NOTES Gf- 01 _ TRANE TUX10OC948 1600 0.5" 600 100.000 93.000 93X 120/60/1 MCA = 15.8 171 HOUS�]CEEPING /RESTROOMS GF- 02 TRANE TUX06OC936 1196 0.5" 300 60,000 56.000 93X 115/60/1 MCA a 8.3 150 RECEPTION & OFFICE'S GF- 03 TRANE TUX10OC948 1600 0.5" 400 100.000 93,000 93X 120/6011 MCA = 15.8 171 HEARTH ROOM GF- 04 TRANS TUX040C924 791 0.4 200 40.000 38,000 93X 115 60 1 MCA = 4.7 139 KITCHEN GF- 05 TRANE TUX10OC948 1 1600 0.5" 600 100.000 93,000 93% 120/60/1 MCA = 15.8 171 . UPPER FLOOR :J CASED COIL SCHEDULE MARK MANUFACTURER MODEL CFM COOLING FURNACE: CC- 01 TRANE TCCO48 1600 47.000 GF -01 CC- 02 TRANE T00O36 1260 36.400 GF -02 CC- 03 TRINE TCCO48 1600 47.000 GF -03 CC- 04 TRANE TCCO24 791 23.800 GF -04 CC- 05 TRANE TCCO48 1600 47.000 GF -01 CONDENSING UNIT SCHEDULE MARK MANUFACTURER MODEL BTUH SEER ELECTRICAL WEIGHT NOTES Cu- 01 TRANS TTA048000A 47.000 10.00 230/§Q/3 MCA = 32.0 216 W /GF -01 CU- 02 TRANE TTA036000A 36.400 10.90 230 60 3 MCA = 25.0 185 W /GF -02 Cu- 03 TRANS: TTA048C300A 47.000 10.00 230/6013 MCA = 32.0 216 W /GF -03 CU- 04 TRINE TTA024C300A 23.800 10.90 230/60/3 MCA = 25.0 185 W /GF -04 CU- 06 TRANE TTA048C300A 47.000 10.00 230 60 3 MCA = 32.0 216 W /GF -01 EXHAUST FAN SCHEDULE MARK MANUFACTURER AND MODEL CFM MOTOR SP ELECTRICAL WEIGHT NOTES EF- 01 CAPTIVE AIRE DU25HFA 450 1 HP 0.5" 120 60 1 36 LESS KITCHEN HOOD EF- 02 GREENHECK CSP -228 360 , 14a: WATT'S 0.4" 115 60 1 21 LESS HOUSEKEEPING LAUNDRY GRILLES REGISTERS AND DIFFUSERS SCHEDULE MARK MANUFACTURER AND MODEL DESCRIPTION SIZE SD -1 TITUS PAS OR EQUAL CEILING DIFFUSER AS INDICATED SD -2 TITUS 355 WALL DIFFUSER AS INDICATED RG -1 TITUS PAR OR EQUAL. CEILING RETURN GRILLE AS INDICATED RG -2 TITUS MODEL 355 R OR EQUAL WALL RETURN GRILLE AS INDICATED EG -1 TITUS MODEL 50F OR EQUAL CEILING EXHASUT GRILLE AS INDICATED CONTROLS SCHEDULE MARK MANUFACTURER AND MODEL. DESCRIPTION NOTES T HONEYWELL T730OF2010 PROGRAMMABLE THERMOSTAT HONEYWELL 0730OA2016 SUS BASE DUCTLESS SPLIT SYSTEM SCHEDULE MARK MANUFACTURER MODEL DESCRIPTION CAPACI SEER CFM VOLTAGE MCA MAX FUSE WEIGHT NOTES SERVES A- MI i t _PK_f2FW MR SUM TO BE SELECTIVELY DEMOLISHED EF -1 TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) . VI CU- PHONE ROOM CU -6 MITSUBISHI PU12EK CONDENSING UNIT 12.5 MBIA 208/60 1 11.0 15.0 105 LEIS WITH AC -1 PHONE ROOM 1 PROVIDE PKH -FK WIRED CONTROLLER (2) PROVIDE CONDENSATE PUMP TO LIFT CONDENSATE TO NEAREST WASTE RECOVER 9 f ti GENERAL HVAC NOTES 1 THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) NOR MATH ELECTRICAL SYSTEM (LIGHT SWATCHES, SPEAKERS. OUTLETS. ETC.). MOUNT THERMOSTATS 48' AFF UNO. 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF GRILLES. REGISTERS, DIFFUSERS, AND OTHER CEILING OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE MATH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING TILES, IN THE CENTER OF ROOMS, OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT INDICATED ON ARCHITECTURAL DRAWINGS; OBTAIN DIRECTION FROM ARCHITECT PRIOR TO INSTALLATION. 5 SEE ARCH. DRAWINGS FOR EXACT SIZE AND LOCATION OF LOUVERS. COORDINATE EXACT SIZE OF ATTACHED DUCTWORK/PLENUM AND /OR MOTORIZED DAMPERS WITH ARCH. DRAWINGS. 6 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 7 COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT AND DUCTWORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 8 ARRANGE HVAC EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES AND RECOMMENDED BY MANUFACTURER ARE PROVIDED. PROVIDE 42' CLEAR AT DISCONNECT SWITCH ON TERMINAL UNITS WITH ELECTRIC HEATING COIL 9 PROVIDE ACCESS PANELS/DOORS IN DUCTWORK AS INDICATED IN DIVISION 15 FOR INSPECTION AND MAINTENANCE FOR ALL SMOKE/FIRE DAMPERS. 10 GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND /OR COMBINATION FIRE /SMOKE DAMPERS THROUGH ACCESS DOORS IN HARD CEILINGS AND WALLS. WHERE ACCESS DOORS PENETRATE FIRE RATED SYSTEMS THEY SHALL BE RATED IN ACCORDANCE WITH IBC REQUIREMENTS. 11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT (VOLTAGES, ETC). 12 DUCTWORK AND PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF V IF RUNNING PARALLEL AND ABOVE CABLE TRAYS. ALLOW 18' TO THE SIDE OF CABLE TRAYS. 13 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR. SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16 PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 14 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW OFFSETS WHICH MAY BE REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NOT ADDITIONAL COST. 15 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 16 DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. 17 DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSION. 18 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTUREWS INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS. BOLTS. AND WELDS SHAD BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AHSC) MANUAL 19 lF REQUIRED FOR INSTALLATION OF PIPES. DUCTS. AND EQUIPMENT. PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS. JOISTS. AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL_ ENGINEER. 20 00 NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS. AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER 21 PROVIDE DUCT LINING FOR THE FOLLOWING DUCTWORK: A. EXHAUST DUCTWORK FROM EACH EXHAUST GRILLE TO A POINT 10 FT UPSTREAM OF THE GRILLE (EXCEPT FOR IOTCHEIN AND SHOWER EXHAUST DUCTWORK). B. ALL AIR TRANSFER DUCTS AND CEILING RELIEF GRILLES. C. ALL EXHAUST DUCTWORK WITHIN IT OF A FAN (EXCEPT KITCHEN AND SHOWER EXHAUST). D. ALL SUPPLY AND RETURN DUCTWORK WITHIN 16 OF A FAN. E. ALL MIXED AIR AND EXHAUST AIR PLENUMS. DO NOT LINE OUTDOOR AIR PLENUMS. F . PLENUMS UPSTREAM OF RETURN FANS. G. OTHER LOCATIONS WHERE NOTED ON DRAWINGS OR SPECIFIED. 22 PROVIDE A VOLUME DAMPER FOR EACH SUPPLY BRANCH, RETURN BRANCH (DUCTED ONE . do EXHAUST BRANCH INHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH, AND ELSEWHERE AS NOTED ON DRAWINGS OR IN SPECIFICATIONS. 23 PROVIDE CONICAL SPIN -IN FITTINGS FOR ALL 90 DEGREE ROUND DUCT BRANCHES FROM RECTANGULAR SUPPLY DUCTWORK. DO NOT USE STRAIGHT TEE FITTINM 24 DUCTWORK STATIC PRESSURE AND SEAL CLASS, BASED UPON SMACNA: 25 REFER TO WASHINGTON STATE NRE_C COMPLIANCE REQUIREMENTS ON DRAWING SCHEDULE SHEETS FOR ADDITIONAL MECHANICAL PROVISIONS 26 ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 1100X PER WSEC 1413.1 27 SEAL DUCTWORK PER WSEC 1414.1 AND PER DIVISION 15 SPECFXATIONS. 28 BALANCE HVAC SYSTEM PER WSEC 1416.3 AND PER DIVISION 15 SPECIFICATIONS. 29 COMMIISSION HVAC SYSTEM PER WSEC 1416.4 AND PER OPASION 15 SPECr''TCATIONS. 30 PROVIDE COMPLFION/RECORD DRAWINGS PER WSEC 1416 AND PER DIVISION 15 SPECIFICATIONS 31 TIEItMOSSTATS SHALL BE INTERLOCKED TO PREVENT 91AXTANEOUS KITING AND COOLING PER WSEC 1422; WSEC 1436, 32 WSULATE DUCT1iM PER VJSEC TABLE 14-5 AND PER DIVISWN 15 SPECIFICATIONS (WERCHEVER IS GREATER)L 33 N91A.ATE PIPING PER WSEC, TABLE 14-6 AND PER 01V190N 15 SPECfTCATI0 M (MCHIEVElR IS GREATER). 34 PATCH ALL FLOOR, WALL, CBLWIG AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOLITION ` OF EXISTNG DUjCM PIPES PXRIRES, ETC N ACCORDANCE VATH DIVISION i SPEOFICAT04S. 35 COORDWArt DEMOLITION WORK MTN ARCHTECTURAL DEMOLITION AND PHASING DRANUM 36 COORD LATE ALL MECHAWAL WORK TIATH ARCHITECTURAL PHASING DRAW4M 37 PATCH ALL FLOOR, WALL. CBUNG AND ROOF OPENNGS CREATED/CAUSED BY THE OEMOLMON OF EWSTING DUCTS. PIPES, FIXTURES, ETC IN ACCORDANCE WITH DWIISION I OF THE SPECIMI 1'iS MECHANICAL LEGEND SYMBOL DESCRIPTION -- EXISTING WORK OR BACKGROUND INFORMATION (LIGHT LINE NEW WORK (HEAVY LINE R RELOCATE EXISTING EQUIPMENT ITEM OR OENCE INDICATED �-� EXISTING EQUIPMENT OR DUCTWORK TO BE SELECTIVELY DEMOLISHED EF -1 TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) O OCCUPANCY (CO2) SENSOR Q ROOM THERMOSTAT (T) 12X8 DUCT (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) FLEXIBLE CONNECTION VOLUME DAMPER 45' TAKE -OFF _ r 90' RECTANGULAR TAKE -OFF 1MTH 45' TAPER t-"-r FLEXIBLE DUCT • ROUND DUCT OR PHASE INDICATOR M MOTORIZED DAMPER S/r COMBINATION SUOKEAW DAMPER CRD� COWING DIFFUSER OR GRILLE RADIATION DAMPER FD FIRE DAMPER TEIOANALS: -1 CEILING OFFUSER, TYPE 1 R CD WO NECK 350 BALANCE TO 350 CFM ® CEUNG DIFFUSER (FLOW ARROWS SHOWN ONLY IF AIR FLOW NOT SYMMETRICAL) CEILING RETURN GRIME ® CEILING OMST GRILLE I50 IONIZATION TYPE SMOKE DETECTOR SHEET LIST MLO - MECHANICAL SCHEDULES do LEGENDS M2.1 - FIRST FLOOR MECHANICAL PLAN M2.2 - UPPER FLOOR MECHANICAL PLAN DRAINING SYMBOLS NORTH NORTH ARROW I i I COLUMN GRID SYMBOLS A- - +--- - - - - - 6 O GENERAL MEOMI LAICAL NOTES HlLE1BFR IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION se*PA pMW AND APPROVAL ,,11113 HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N.. Ste. 1 Seattle. Washington, 98103 Phone: (206) 708 -0660 Fax: (208) 708 -1890 www bwenoaewinj. bb i Project MAIOTf RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 rta oAII: 2 9/POM MISC. REVISION 1 *271W ADD BAR SINK PARDIM IN CRAM TGH PmEcr "NAM Jvm PRQ.ECT E MGNM JwH PRQECT Xm YE89ERS T(a'wivai QECK TGH Domem S l awn 8/1/2007 11� HVAC SCHEDULE AND LEGENDS PmmT lam. 2003019 GAX JULY25.2000; PRAECT lE171M PArd M1.0 7 J w = o aoyxa Z 0 I c _r) 0 D w 0 C) LLI C W U 05 00 LLI 0 0 Z a: LC) A D CL LU- < o P 2 C\1 CL 0 E1 J w z . -Pp gn je S ao , Dvj Ij Uj J o -*X Jv i a I Z < F�- M njFM Egg 8 8 �o 91 9 19 1 j i C-4 O x O 0 Lrr :R -C 1 t g �F a L6 2 z 3 3 MI E �. � . ti i I - cz 12 ' 40e 0 im L. "r Of tj p lv,lQl Ll ; 1 _4 1 1 I o AZ I I Di vvvq . ij CiO UA: UT LU z 0 co Qom= w 0) � W W U� � J a L4 < :1 C14 0) U, co w z . -Pp gn je S ao , Dvj Ij Uj J o -*X Jv i a I Z < F�- M njFM Egg 8 8 �o 91 9 19 1 j i C-4 O x O 0 Lrr :R -C 1 t g �F a L6 2 z 3 3 MI E �. � . ti i I - cz 12 ' 40e 0 im L. "r Of tj p lv,lQl Ll ; 1 _4 1 1 I o AZ I I Di vvvq . ij CiO UA: UT th Q: t' I ii 1I 01 L6 X I ...... . ...... • L6. 8 0I.X91, IqN I t v ; Ell C4 =:A i. I \ <Y I 10 ul -------------- c4 a L4 IMP a R a* CL th Q: t' I ii 1I 01 L6 X I ...... . ...... • L6. 8 0I.X91, IqN I t v ; Ell C4 =:A i. I \ <Y I 10 cm gew 4 IL oc cc O II cc 10 .0 fA► ul cm gew 4 IL oc cc O II cc 10 .0 fA► VO :,I'' •- � � . 1 I ..i E_ .� a .� � 1 .. 1e } .- tit ! ' IWO UP TO =a INTAKE HC m 01 ;i ro t X05 ! ; �M EXHA' ST A4, D OOMBU yi s i E =} AIR PIPING TO -- .. - ... �. i.,- r,�.../ ;. .-! -/• •lam- r "% 1 .Y.l.7.2.. r i. r -� v• r3 s� M . 't /'•� j ?r.r..:' /.::� . : ray 1 POC NEW EXHAUST DUCT TO ROOF - f CONNECT TO EXISTING EXHAUST FAN REFER PIPING TO - FIELD VERIFY SIZE ! CU--05 BELOW f 1W RS ' RL E PVC EXHAUST AND ' COMBUSTION AIR INTAKE 1 -� P�i MI TO --------- UP NS TERMINATIONS AT ROOF REFER PIPING 1`0 CCU -04 BELOW 9x18 COMBUSTION -- 3 AIR DUCTS UP do I - -- • ON (2 TYP.) rx- rTm i ; a 12x12 f, 16x12 \ o t0 -� Z I '•�I 1 :• J 1 r 1800 __ _ • -, I ; %`. U./'•'_{- --' l_—.- 250 10 -Y 1 I / %!:`- :�iL:: �IL'�_ %I••i.f�r: r71:L Ii �1�.� I I � i I r r' F- 1 , NEW 6 i CLASS B FLUE 26x10 ON UP k ON l r. 14'f 10'4 OSA INTAKE Al UP =, TO INTAKE HOOD AT r . 1 ; GF-04 PVC EXHAUST .AND STION AIR % TAKE J PIPING LP TO _ ATIONS AT ROOF JJ -'% ;,•:rs -:. .� , t•.�i - >r� mar,_ rr;�lfrr�' "• II _) II 10'0 i i CC-04 10' 16x12 12x12 -00 T UPPER FLOOR MECHANICAL FLOOR PLAN SCALE_ 1/r = IV 9 4 0 i TYPE 2 HOOD & DUCT SECTION SCALE: 1/4' = 1'0' HV Engineering, Inc. Consulting Engineers 7100 linden Ave. N.. Ste. i Seattle. Washington, 48103 Phone: (N06) 706 -8660 Fu: (206) 706 -1830 vlo w. hven jinewins. biz Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 __ 11111IM11 NQ DA'w Regm 2 926/06 MISC_ REVISION 1 8127103 ADD BAR SINK PARIM N CFiAW TGH PRMT W1 "m JWH PRMT OWIM JWH PRART WAIL 11191IMM TGHWWH pfp( TGH DIGNE#RS SEAL (own 8/1/2007 mm SECOND FLOOR HVAC PLAN Pamm r a 200"19 DAN JMY25, 2003 PRMM IE111M PATIf c Z t -' RATE { !SIT A ft WNM A. _q0 RE ::qm M2 0 f 0 u 11 -.04AO A �. i r •' IWO - - 26x10! 1 Fi =• p • �ryyy F . LW I l r. 14'f 10'4 OSA INTAKE Al UP =, TO INTAKE HOOD AT r . 1 ; GF-04 PVC EXHAUST .AND STION AIR % TAKE J PIPING LP TO _ ATIONS AT ROOF JJ -'% ;,•:rs -:. .� , t•.�i - >r� mar,_ rr;�lfrr�' "• II _) II 10'0 i i CC-04 10' 16x12 12x12 -00 T UPPER FLOOR MECHANICAL FLOOR PLAN SCALE_ 1/r = IV 9 4 0 i TYPE 2 HOOD & DUCT SECTION SCALE: 1/4' = 1'0' HV Engineering, Inc. Consulting Engineers 7100 linden Ave. N.. Ste. i Seattle. Washington, 48103 Phone: (N06) 706 -8660 Fu: (206) 706 -1830 vlo w. hven jinewins. biz Project MARRIOTT RESIDENCE INN GATEHOUSE REMODEL Location 2115 NORTH 303TH ST. TUKWILA, WA 98403 Prepared For RIEBE & ASSOC. ARCHITECTS 2112 116TH AVE NE SUITE A BELLEVUE, WA 98004 __ 11111IM11 NQ DA'w Regm 2 926/06 MISC_ REVISION 1 8127103 ADD BAR SINK PARIM N CFiAW TGH PRMT W1 "m JWH PRMT OWIM JWH PRART WAIL 11191IMM TGHWWH pfp( TGH DIGNE#RS SEAL (own 8/1/2007 mm SECOND FLOOR HVAC PLAN Pamm r a 200"19 DAN JMY25, 2003 PRMM IE111M PATIf c Z t -' RATE { !SIT A ft WNM A. _q0 RE ::qm M2 0 f 0 u 11 -.04AO I I ' HVAC NOTES EXISTING EXHAUST FAN DUCT AND CONTROLS TO REMAIN -WISE DUCT ROUTING AS REQUIRED R� > EXISTING EXHAUST FAN & DUCT TO BE RELI)CATED AT THIS LOCATION 3 EXISTING EXHAUST FAN & DUCT TO REMAIN 26x10! 3 =• p t II _ - -- - -- �� -- ;� __} .26x10OSA fig _ _.� .__. '� DUCT UP TO 1 o t HaOD AT ROOF Fal Wn N 250 I I ' HVAC NOTES EXISTING EXHAUST FAN DUCT AND CONTROLS TO REMAIN -WISE DUCT ROUTING AS REQUIRED R� > EXISTING EXHAUST FAN & DUCT TO BE RELI)CATED AT THIS LOCATION 3 EXISTING EXHAUST FAN & DUCT TO REMAIN r , ..- --- .... •---- .- - -.. -- . ..... - _ - . . G ENE . - RAL N I REPLACE ALL CLECTRICAL DEVICES AW COVERPLATE4 IN ME PLUf3LIC AREAS AITH"LLVITON DEVICE 5. DEKE COLOR ALL Wyi CEVICES TO MATCH. 2. EXISTI.% ELECTRICAL AV 601 - fUNICATION DEVACE LOGATIOty, PANEL IWORMATION AND 04E-1.11E IWORMATION NC.rcE FIELD VERIFIED IDY ELECTRICAL E 516N ASWCiATES- 3 PROVIDE A REVISED TYPED CIRCUIT DIRECTORY iN EACH PAWL WERE CIRCUITS ARE ADDED OR MOVED. LPDATE DIRECTORY TO AS -BUILT CONDITIONS AFTER THIS CONTRAC, 15 COt FLETE. 4. 5000NTRAGT ANY FIRE ALARM MORK TO OINERS CHIN FIRE ALARM EOUIPMT SUPPLIER AND INSTALLER COW M1 1 AITH STATE AND LOCAL CODES AND ORDIKANGES. r 1FPLIER TO FURNISH DESiCR4 DRAWINGS, CUT - SHEETS AND BA-TERY GAL - aLATIOmS FOR FIRE MARSHALLS REVIEW. 5. ELECTRICAL CONTRACTOR TO EVALUATE TiE COf+'DITION OF TIE L16HTS BEING REMOVED_ CHOOSE THE LIGHT'S IN BEST CONDITION FOR RELOCATION AND 0156ARD THE REMAINDER PROFERLY_ RELOCATE THE BEST CONDITION L16HTS TO PUBLIC SPACES AND TIE TEXT BEST TO THE NON - V., SPACES. A? . : ....... _.... . - ..... .....:........ .. ....- - - .........- .:......... =. - -.. _. - ::. ::. : tt rm �rl t ,rn :.:. :. :... ..::. ::..: . :..... . .:.:.. -: 1YlPl 1:.. �1 �...: -. - - . . - . . - -IAG 11ItVsir- L 1" , _.. UL . KEY _ LAWS) DESCRIPTIO MaXTIN& MANJFAMMER. GATAL06 NIJ1l B - VOLT. FWATTS A 43 3 2x4 (3 - lamp) ftoroscont Troffer nith arn}F!c prismotic lees, Reyes+ 120 _ oloetr bollost, flox Ad ,. -- t �' - qr� - -- . - - -, -- - -..__ ._ - _ - -- _ A?' _ 43 - F32T8 2x4 (3 i1wrescent Troffer with 3' deep, 16 toll silver Recess -- - - -- _ - - - - - _ - 120 - _ _ abotvc lower, electron!, bol lmt, Il w in _ t -bar kf ` B 53 ? -FI7T8 2x2 (3 - tamp) ftwescerat Troffer nth 3' deep, 4 cell silver Recess - - - - - - --" - 120 porobolk lower, eloctronk boi!ost, Cox M t -boy Id_ - G ---43 - 94a2T8 2x4-(3 - lamp }+korosc*d 14.431 Sides wltIv- _rylic- prKmotlo- -- ____9w a,o -- 120 DELETED _ jerro -.• --- - _ -_ -- - _ - 61 -- - D '15 I- '15830 #%4 iecandexorat Dorwnl!c�t+t Cylirdc r with short pendent Pendant _ -- 120 • • _ to motch existing _ _ _o M0 11 Dian ocher' K 3038 D2 150 I- ISCR40MeM incandescent Downllght Gy:Ind•.r wfth long pendant Pendant 11500 K 120 2 3 K to match existing = `:'. 5333 •. =.: :=- � -: 20 F 34 1-173276 4 ft. (I- kIn!p) Fluorescent Liadercobir►et Lk�it wllh opal auylk 5rrfoce __ _ _ '_ - - -- 120 40 ? .`_ ... _ d!Ffusor, olectroel& ballast, no outlets or rocker snitches 20 1500 K 2 Gonv Toaster 6 40 2 20A - 19 Wandescent Picture From Lkfit _ Above Art :.. - - _= . 120 H _ 15 (2) 5 Chd' Dlslnes incondesw at Wall Sconce - See Interior Dos 's Playas Wall _ M 120 K '15 2_t25 incaidescerat Toole Lamp - See Interior Designer's Flans Fixed to LD"W K 120 10 11 ElftWc K Cdalhatwork 20 - .'- 20 RI 105 3 F40T12 - E5 2x4 (3 Fkroresceat Matol Sides with 3' deep, 18 colt sliver SurFoce Existiq Light relocoted to Iocotlon shoran. 120 - M ObW obolk we low-or, electrook ballast 6Y( B. Glean and to- : :.. R2 62 2 F4OTI2 - E5 Ix4 (2 - tamp) Fluorescent Wroporowd with o,re lc prismotic Sorfoce Exlstir>g Lk�ht relocated to Wdlon shorm. 120 _ O" (vera curuser, electrons, bolbst WIS. Glean and re- lomp ZQ R3 65 1- 75R3011*4 incoradescent DohnI19K with clew reFW-W Via Recess Existing Light relocated to bcotion shorn. 120 0360 20 Ner1 . - Surface Glean end re- _ Existing Lkjht relocated to location shoran. 120 R4 62 2- F40TI2 -ES _ __ 4 Ft. (2 -knp) Fluorescent Strtpliefit __ - Air Condtiora $E M Nerif 20 Attic an Clam d re- ..... ... .. ... ... R5 '15 1- 75R3OM4 �aadaseed Downl index nnh short t -_ -- - Pendant 21 a 120 Rb 150 I- ISOR4OMM incandescent Donnlw. Cylinder with "p endent Pendant j : 1.000 120 a - --.1 -- WK 2 2 1 4/0 XH" -AL, - - - - - T 1 $2 AL NEUTRAL AND A I%V 0 6 CU 6ROIUC+LD - 125A MLO EX1 T1 5 NS, PAWL G N£14 I 1 225 AMP PAWL 'K' r M L.O. XI TI, l: 5 NG • Xi E STIlli3 PAWL ' B ' 125A Mein Lugs Ono PAWL 'D' 225 AW IT : GDP Pa wboord 225 AMA'' M.I.D. c4R. M.L.O. • KVA G$. EX45TIN6 2 31 RN+AL Aim t 03 /0 RIN -AL MMAL EXISTING 2'G. 3 $250 MGM -RHMAL AND 1 03 /0 RHM-AL 143ITRAL EXISTING FEEDERS IN CONDUiT TFROUIGH PULL- SECTION - 0 • Peunting: Flush Location: Food Prep 125A Mein Lugs Ono Rotings: i0 KA1G 1 IT : GDP Pa wboord ' Ptnit - a_a 8realcers c4R. DESCRIPTION • KVA G$. "11A%. LOADai I � ; • c'- - -- - E (2) 3 3 $250 MGM - ."-AL A V V 1 0 3, 4 0 RH '-AL f' WDER- 6ROA -V TO UTILITY TRAMFG10AM ELECTRICAL 56ALE: NO N E O - LINE /---- EXISTING PU6ET SOUND ENERGY DEMAND 067 <F32 -- METER NTH 4oX MULTIPLIER EXISTING LOADS HI6IEST DEMAND iN PAST 12 MONTHS 36.000 KVA x 125% D.P. --a- EXISTING MAIN P15TFJBIUTION 5WTC1IB0ARD (MD5) fM LOADS 17E TYPE FCI,120/208 WYE, 3-MiA E, 44VRE CORTIWM LOADS SERVICE EtA?UIPI4LM AND 50 K111G RATINGS 100% hVUTRAL, 2 SECTIONS, FREE STANDING LIGHTING NMOVW NEW LIGHTING - �- A - a . q. ,a EXISTING $2 AND $4 COPPER 6ROUWS !.� _ SPECIFICATION - -- 1. 7, t-E'_-'E B'VVER- DE5!&N ELECTRICAL DRAY I SS E* SERVE AS TFE 5e0 000WENTS THEY *.`7Y -%;E THE G-E*. cAL DIA67RAT2-4ATIC LAYCVT OF THE EXI5TilY_v ELEC, - PWAL AW COM- "jN'CATIO SYSTEMS. THE &RITE RiA FOR WK r4CRK IS SHOWN. t.'EW FEEDI3Z5 AND UR- C; i; TS A NOT St•'OKC WE C 04TRAG i ORLS BASE BID SHALL BE FOR Tl$ MORK SWA4 IIEREIN_ r.E• CCWRAGTOR N.AY SL61414. Krrf TKE R 3D, AW FR01 CFAWS NTH A DESCRIPTIOY A.ND CHAN6E N B.0 Pr-'Lc- f - T}-= ELEG?F'CAL C.Oy - TR :f,TC Z SHALL STIriY ALL DRAKINS : A.RGH;TECTIJ." , 5TFJY,TMAL, N"EG:4 WCAL AAlO BIDDER :AE5i6N ELZC Tie ELE'TF CAL GCVTRAGTCR SHALL. BE - ., �cE_. GRL :.LE rv^R ii EXA; T FITT!` OF AL MA i CIA! S AJ%V i= C,1i'NT IN THE 6U10M*. I _• LD VEqu'Y CONDlTO"� A� EYJSTI\G ELEGTR;GAL EO,AM'=NT FR:OR TO BID. AA.'►TlUAL i :. ' - - - ' S+ MEAL` 'T -�=_ E CoO%T A;C, TGR SS- -ALL 5E FLr„PONS!BLE FOR r F„IRX'E-- ti.= .'l`7 INSTAL LM OF . - - :. EL EG Ar GO!\ -Zp► TCR SHALL. FQOve;F ALL LABOR. EOUIPMENT, MATcRrALS, TOOt_5 ! A1:. SL r!c� JCS $ZCES FOR rmm PROFER Iv5TALLAT!CN OF TIE CO!-�ETE ELEGTRIGAL 5y - E•' - 0 5 A3 CXAT_:NED CA T-e VRA K%Q_S. TrE E'YT+.RE ELEGiRtGA` I\.rr- TArILLATiCN 54ALL BE GCJ"°wTE ,` . - _Nrr - .' Y R.=SFEGT, AMMO MY M:NCA'R tT"DS GMaTT -ED EW GeVIOUSL.Y W ESSARY ! 'C Ac.c,c AF_;�•+ 'rws ,-r,---1L:. ee FL WSO-...D AtiD NSTA LLED- F--E ' EGTR :CAL. CON'RA :TOR S HALL G TA'.N A \7 PA`.' FOR AFL MES. TAXES, . - T -M : '": cV :_5 FCR 5j'_V.%iG- E;r- A T � %i ;NSMC; "JAS AS REOL1 RW_ E - A_: "A -ZIc ,:- ',SE:. �t'.A`L EE %=--^. L ,S_=:., FREE rfOy Z;r"FEGTS A� SHALL I EE AR T�-=_ '- \^E'RAF• : _R,r-' LA&,";LA GccY. 1%, 4' . LABEL, FIR A STXMDAQD HAS =_Z __0 - ,�� F R ' 1✓.AT�F!AA;- iii 0tf_5T °C� ALL F_(74':P.%S.iT 5HAR..L eE EO'J.A_' _0 CQ EY!.E= T'-=- % RE0_!R,EI C= NE ,.A, i.E.E.E.. AND I.MER%rl'RITER5. - MA'%. A:: C%! E SET OF Et- EGTR'GAL DRAAW.-5 AT TIC _;CS 5 WTH I,P -TO -DATE '-AS -56!_ T DATA A%: R: - VIS;.C%S MAARKW TrFR.'. - tF0% C.GN:=LETfON OF Y40*K. RJr.%_S •' ir'E CY1Nr--Q A- C%=_ se CF iR cA7.gp PQ;`T5 G A%& THE ACTUAL :` -5- A_L_�►T-�\ p T = E....E. G-A... '\5-. Az..L-k - r40% S•• - 3 4,L. BEN Co0N1 's_i AN;G ,r E . T►4 TrE L.ATcsT I EV;T-CoN CF :1.5 INTERWATLC'VAIIL E! F0'Tq :GA` C.O^.E. t PW ES ANZ> RE6ULATIONS OF _= Nc A\:3 FC ER C 'YPN%'E5 A\O 5TA1 =. COUNTY. G!YY LA O, I -- E;- %t -%NCZ5 A SO RE&.,k_ATv0%5. �. ALL- Ej T1k GA;- ahOVK. EOU -' ALT .kAO YA . r_,R: AA_5 5''A" eZ 6fdARAVTE: 13Y TFE 5LEC T, R C AL CA0% a . ' TGQ FOR. A tFER ;CO OF G%E Y,: NR FRC3N TpE DATE OF FIKAL i A. A -=u- - t lNCE 0 :!'Z AO.rK BY - HE C %%M i r E ELECTRZAL Gd�TRACTOR WALL : ✓- %OT.F.ED !fir' W%r%. Cv OF ANY L'VEEC, - PVE ITEMS, AA\-^. Sm-ALL REPAIR OR. REPLACE . SLY'" t ru5 °R,CJ!APf,-Y 0ru O."r CC5T -0 rr=_ OY*.q. - KlTCEN EOUIMM E0 REMOVED NEW E0WF7rEtv'T NEW AMECEE .LAN =OUS W G � i,o�n caLCUZ��rzonr ======.=­.1=W..% 1 -.']-----..-* -2-722 KVA Q 2.316 KVA - 0-404 KVA x 125% DF_ = -3.960 KVA Q 7.560 KVA 3.600 KVA x 100% DF_ = -51-524 KVA 65.689 KVA 14.164 KVA x 100% PP. -15.000 KVA Q 26.752 KVA 11.752 KVA x 65`6 OF_ = 3.000 KVA x 100% D.F. = 47.500 KVA - 0.505 KVA 3.600 KVA 14.164 KVA 7.639 KVA 3.000 KVA TOTAL CODE LOAD = 72.399 KVA Q2 ( 202 AWS AT 208 VOLTS 3 -PHASE ) ..............----_ ...........................----.--.----........_ .......................... - -. -- .........._.......... _.... _ ...... . - :.,, ,x -- - - - - --PA I =.'- - NE K _.... .. 120/208 Volts, 30aose, 4-Ma Peunting: Flush Location: Food Prep 125A Mein Lugs Ono Rotings: i0 KA1G Areo Served: Food Prep IT : GDP Pa wboord MI6&: Plsenol& cote Ptnit - a_a 8realcers c4R. DESCRIPTION • KVA G$. "11A%. LOADai I GB KYA • DESCRIPTION CAR. _o M0 11 Dian ocher' K 3038 50 2 5338 = - - _: 20 11500 K I Waffle Maker 2 3 K 3:938 = `:'. 5333 •. =.: :=- � -: 20 :500 K 1 Waffle Mdwr 4 5 20 Coffee Mater K 3450 40 ? .`_ ... _ 4450 20 1500 K 2 Gonv Toaster 6 7 K 3450 4 .. _ ..*.:... . 050 :.. - - _= . 2D I" K (2) 5 Chd' Dlslnes e 4 Hood b�aoust Fan M Ob16 20 -* . 2_t25 :_ __. 20 LD"W K b CookeNWoreeer Pot 10 11 ElftWc K 1500 20 - .'- 20 OJTb 20 0276 K 8 Gold Pon !2 13 - M ObW 20 2038 : ::::: _ : :.. 20 14 lkrkr om Load a t4 15 TAGS M O" 20 -- . 2.039 _: -: :: ZQ 1200 K 13 Exist. Ref • der 16 t7 Mlsc. ;14r�1 OL41ats R 0360 20 Ion m L is . I ?.64 .w 23 20 a t8 # Air Condtiora $E M 0.120 20 IA04 20 ..... ... .. ... ... 20 I401 K I5 Exist. Freezer 20 21 a 25 lee Area L s 20 _ #.00O Office Counter 20 1.000 K 0 Corwk1krowove 22 23 a 27 Hearlhroom Outlets 20 . 11" 20 1100 K (2)1 i -Lice 24 25 a 24 Freezer 20 1500 20 :z 20 1500 K 21 Ice C tO 140& ft 26 Dishwasher -Ply Arco 'JO 31 otor '20 . - ZO Ikknowm Load ... . .............................. J 20 _ .. ...... .. ................. . ........ _..--._ 26 30 Z4 32 33 Rye Afam Pawl Heat 4 I 20 ................. - - ........::...... 20 Boardroom Outlets 34 35 Coffee Mlalcer _ - 2+0 50 2 20 32 33 Boardroom Furor. L s 36 37 Fire Alarm Pawl - . ............. . 20 - ......- _...-.. ... ............................... 5 - 41 35 Tollets L , Outlets 36 34 -- i ON 04 _ . 20 :: ................ 11144 lim :==: .......... .. ... 20 36 37 .20A Outlet I -- Phone Roan M ` - _ ' LOAD CALCULATION pl S .e Socce 36 40 - I �' :� i I 414�ix: ' LOAD CA I NOTES G Gonthom Loods Eva x 125% - Eva R Receptacles: First kvo x 100:% = kva Remaining kva x'50% = kva LM Largest Motor kva x 125% = kva M Rarwk ng Motors kva x 100% = kva O Other: Mtsc_ kva x 100% - kva TOTAL CODE DEMAND = kva at 206 volts. 3 _ rX,ae •_ 42 IOSC bbw ' LOAD CALCULATION �&NOTL:S _ G Ccetilo s Lrr�5 0500 k - .,;, % ts5% = 06;5 kva Q .c - es 03W kya X 600% = O 360 kva - ! Lo'wit vd.P' I ii= k:. X I25; = !406 +Cos ` = Tce-Z e4 MC:ors I241 kva w ;0-'-9-- = i M Eva Ct&d � 1 p. "a) .N. 3% iu.' t 65k = ' 4 062 k'18 0 Ofer: -Xsr.. icva . rom = k-fz TOTAL CODE DEMAND = 22.770 kvs 4 1% • IF 4 ....... % % ...... ................. . ........... .......... ................ ....... ............................... :��XIST O' " ...E.. ........ ............................... _... _..........._........ ::. 120/208 Volts, 3- Phase, 4-W re 225A Mah Lugs Only ITE T GDP Panel600rd Mountlrag: Surface Ratings: 10 KAiC, Mr.: Ph enol$& Nomoplote Locotlon: Electrical Room Area Served: Pom-on eredcws GIR. DESCRIPTION • KVA 6D. ��72 _ PHASE LOADING • .................... . ............................... "...... 0D. 20 KVA • DESCRIPTION Director of Safes GIR. 2 I Corp. Board Room lrtdoor Heat �nP L'! - - -- _ 3 . ". .%'•::7 ;: :: ; _o M0 - .............. . 20 WALL MOUNTED LiGHT ® Adm1r. OFFko 4 5 ,orp. Boad Room Exterior Heat PwrQ -- -' _ _ - - - - _ _ - _- _- 30 2 :- ............ ........ : 20 4 House b 7 - 4 QV $2 20 - _ 20 =: =::.: =.: 20 Vending MacNne _ _ _ 8 CPU - Front Desk Gang L$ is 7 20 ...... _ .... .fan, Miechardcol ... 20 _ ............... .. _ Ycaw I d" 10 I l House L.lglats _ 20 _ _ 9 Linen 5earvtce ZO PIWO- ELEGTRIG Gt3.L 20 OFfke Outlets 12 13 elec. Water Cooler Uhloom Load 20 II L .: = 20 20 CONGEALED CONDUIT Office Fluor. L 14 15 Hearth - Coffee Maker 20 - _ - 20 -- ................. Office Vent, Farr, Off Track L Office Fluor. ......... 20 20 20 20 - f'r Area AG Outlets Ib i7 - - sw - Service 20 _ 20 14 lkrkr om Load 5 20 20 TAGS Ot - M Urea IS 14 _ AG Outlets - Service - -_ - -_ 20 - _ ........................._. - - - -- 20 20 ....... ._...... Pr Area W 20 21 Ion m L is ZO Office Refr otor 22 23 20 I'll 6171 1404. outlets 22 23 Powstars Hall L is 20 _ 20 ..... ... .. ... ... ::....:.:: . 25 20 30 .. .... Hoc. L 24 25 lee Area L s _ _ 20 Office Counter . .. ............................... 27 20 Hearthroom L 26 27 Hearlhroom Outlets 20 20 ................. 26 ................. 20 20 2 Ito Maker - 5ervke 28 24 Freezer 20 -- 20 Office ice Maker 30 31 20 251 Dishwasher -Ply Arco 'JO 31 otor '20 . - ZO Ikknowm Load ... . .............................. J 20 _ .. ...... .. ................. . ........ _..--._ Prop, Service L 32 33 Rye Afam Pawl Heat 4 34 20 ................. - - ........::...... 20 Boardroom Outlets 34 35 Coffee Mlalcer _ - 2+0 50 2 20 Rnr�e/Oven Boardroom Furor. L s 36 37 Fire Alarm Pawl - . ............. . 20 - ......- _...-.. ... ............................... 20 41 34 Tollets L , Outlets 36 34 -- i ON 04 _ . 20 :: ................ 11144 lim :==: .......... .. ... 20 AO 42 • LOAD CALCI#iATiON .20A Outlet 40 a l Phone Roan M ` 20 *: =: ' LOAD CALCULATION NOTES Zo tars Sales 42 ' LOAD CA I NOTES G Gonthom Loods Eva x 125% - Eva R Receptacles: First kvo x 100:% = kva Remaining kva x'50% = kva LM Largest Motor kva x 125% = kva M Rarwk ng Motors kva x 100% = kva O Other: Mtsc_ kva x 100% - kva TOTAL CODE DEMAND = kva at 206 volts. 3 _ L:XISTINb KITCFI~ t EGiI WIEW LOADS TO BE RELOCATED OR DELETED. RELABEL. "SPAN'. - . , . -.-. , -- " - , . , . ** . , . * . * . , . ** . 'I _ . . _ _ ....................... .... -- . .......... .... ................... ............................... . ...... . ... �. -I; ISTI X NG PA- N- L'L=': := : :C:: : :......... ..........:' ...... .: ::• :::::.. 120/208 Volts, 3- Phase, 44fre 2.25A Mon Lugs Only I T1: T GDP Pane Iboard Wonting: 5urrace Rot": 10 KAiC, Mrs,: Pfreraoli& to L.ocdlon: Electric Roam Area Served: ft Bo -on 13recal;ers GIR DESCRIPTION • KVA - KVA G.B. PHASE LOADING $ M 0D. KVA • DE5GRIFTION GIR i Gosh ter L'! _ - 15 o _o M0 - 1;; 20 2 WALL MOUNTED LiGHT ® I "Pole Lights 2 3 CPU - Rea beak STRIP Li6HT -_ IS . STRIP LIGHT : 20 4 5 "AI.Eloa/Tel 5 QV $2 20 _ 20 =: =::.: =.: 20 20 CPU - Front Desk b 7 Furnace 7 .fan, Miechardcol 20 a ......... ...... ............... .. 20 _ _ "; :. 20 tWcrarn Load & 4 Back Star L 9 Linen 5earvtce 20 PIWO- ELEGTRIG Gt3.L 20 - _... 20 _ _ - ...............:. 2 Uhloom Load [O II L II Star Room 20 CONGEALED CONDUIT 20 - - .. 20 UNDERGROUND CONDUIT 20 Offices Outlets 12 13 IS 17 Office Vent, Farr, Off Track L Office Fluor. 113 Fvrraoce III 20 20 20 --+ ... ............................... COMMUNICATIONS 20 2d 20 = - : : -. 20 Offkes Fluor. L Office Vent Fen Office Counter s 14 lb 18 14 lkrkr om Load 5 0 20 TAGS ?O : 20 - : _ 20 Office AG Outlets 20 21 F,rod Pole L 117 Water fleeter 20 ....... ._...... 30 2 - .... ............ 20 ABOVE GOJM BAGFC5PLASH 20 2 Office Refr otor 22 23 Ext. Ground I'll 6171 20 =: ......................... ......... .... ... - - ......... --- -•• .. 20 MLO_ 20 GPU - Rea' Desk 24 25 Dishwasher - E. 30 .. .... 20 .... ......:...... . . .......... ..• -- . - - . ... .. ..' . .. . . 20 6100'es Dryer $3 22 Office Counter 26 27 Rsfr star - E. 20 : 20 OFfke Refr otor 26 Z4 - E L 20 2 20 Clothes Dryer $2 2b 20 . Office ice Maker 30 31 �.y fteot harp 251 20 3 - _... - % '20 Ikknowm Load 32 J Pool Eat. Qrr�►n Loc'*4d.er _ .. ...... .. ................. . ........ _..--._ .................. . .._.....__....... .........._..._.. ...............:. 20 2 - Heat 4 34 35 - - - . _.. -.: 34 36 37 Fleet Plxnp III _ 20 20 3 50 2 20 3 Rnr�e/Oven fleet Rap 0 2 38 39 - . ............. . - ......- _...-.. 40 41 34 cm $i . := = :.-.= :;.;:.: 20 _ . 42 20 2 11144 lim M M 1 GU�i AO 42 • LOAD CALCI#iATiON NOTES . G Conthuoaus Loods - - -- kva x 125% = kva R Receptacles: First Eva x 100% = kva Remaining kva x 50;6 = kVQ LM Lagest Motor kva x 125% = Eva M Raw" Motors kva x !00% = kva O O`.hw: Mist. kva X100% = kva TOTAL CODE DEMAND - kva G! 206 volts, 3-04 se = EXISTING KITCHEN WAPMYT LOAD5 TO BE RELOCATED OR DELETED. RELABEL "SPARE'. ......... ............ _ .................. _ -.__. _... �.tr G= ANEE•�•:::•: I3: _........ .............. .. ......-_..........---....................... ........_._................. ... . 120/208 Volts, 34tase, 4 ire 225A Mal Laags 47ra14 rm T GDP Poneboard Nomlinc�: !9urface Rot": 10 KAIG re_lc: #'leeraols& late Locdjm Electric Panel Area Served: PvA-on Bredws GiR OESGRIPfId.�l • KVA C.S. FliPSE LOADING $ M GB WA 11 DESCRIPTION GIR i Fr onnt StofF L- L'! PUS anTON SWITCH 20 o _o M0 - 1;; 20 WALL MOUNTED LiGHT ® UaJ 25 2 3 CAN $b STRIP Li6HT a 0 , 20 . STRIP LIGHT : 20 LAY -114 TROFFER OaAlets a 5 QV $2 wr _ 20 =: =::.: =.: 1..'=_'.'.'.".1.%1'._ 20 DOUBLE [FLEX WEPT. - HALL LPJ 03 6 7 .fan, Miechardcol CONNECTIONS a 20 P4 - - - _ _ _ "; :. 20 o COIL PE Cell 8 9 Linen 5earvtce ® PIWO- ELEGTRIG Gt3.L 20 - _... o _ _ - ...............:. 2 THERMOSTAT 4 Air essay IO II Star Room ,---` CONGEALED CONDUIT 20 - - .. -- - UNDERGROUND CONDUIT 20 !"IRE TICKS Ta Term Room 12 113 Fvrraoce III CONDUIT UP --+ 20 COMMUNICATIONS = = - : : -. 20 DATA OUTLET - FLOOR Q I'eariaoce s2 14 5 0 TELEPIrM OUTLET - FLOOR TAGS ?O : KITCHEN OR MGRS EMAPMENT - : _ 20 MISCELLANEOUS e 1=errtloce 03 IS, 117 Water fleeter CUR mw TRA*FO *1ER a$ 30 2 _ _ _ ABOVE GOJM BAGFC5PLASH 20 2 A50VE FOUSFED FLOOR E.C. Gbbhes Dn'yer =1 18 I'll 6171 6ROl,T+D FALI! T t6 ISOLAT® 6ROW .. 1fF.C1r,AWAL CONTRACTOR MLO_ 20 21 ?later t'cow U R.O. VILE% NiOTT:D OTifRI % 30 .. .... P5F_ .... ......:...... . 20 6100'es Dryer $3 22 25 27 C'od'es i►io„F':er s2 20 - . 20 2 Clothes Dryer $2 2b 1 . .-.... - - ?8 251 - _... 3 G'ofts Masher 32 31 33 Pool Eat. Qrr�►n Loc'*4d.er SD 2 - - - . _.. -.: 34 35 _ 20 .: - 50 2 Rnr�e/Oven '.Ni 3? OAJets _ _ 2O 38 34 cm $i 20 _ . : - - 20 2 11144 lim M M 1 GU�i AO 42 41 Plosti, B!a ,k _ _ ' LOAD CALCULATION NOTES G Godhocus 1.000 kvo x lZ% = kvoo R Rereptodes: Fist Wo X 100% = kva Qatdr. s lcfa x W % - kv►3 LM Lorgwt m. e..or kva r 1. = kvn M Qem-dr .9 D✓ ors kva x100% = kva O Otter: M'sc. kva X1100% s kv* TOTAL CODE DL AND kvn - arys EXWN6 KJTC N EOlPWT LOADS TO BE q0_OGA;1V OR OB.E EV RELAM `SPAW. • H A .,--.. .'. -.'.'..'. '*­­­­* ­­­ "*'**'** ............. t ....... . ::.,. : I -,-".,-,-,-.*.* - " *:, " , * .. ... ­.........'...' W SWITCHES $ SINGLE POLE SNITCH •p2 DOUBLE POLE SNITCH $3 THREE -MAY SWITCH $4 FOU2 -MAY S"TGH $ M MOTOR RATED SWITCH $ Lv L.OW VOLTAGE SWITCH $p PILOT L16W SWITCH UD WALL BOX DffUt L'! PUS anTON SWITCH LIGHTS o _o M0 SURFACE MOUNTED L16W -O- WALL MOUNTED LiGHT ® RECESS MOUNTED LIGHT W I LAMP FLUONSGENT ~°­1 STRIP Li6HT a 0 , 2 LAMP FLUORESCENT 1 .4 a STRIP LIGHT �Ju H RECE56W FLUORESCENT LAY -114 TROFFER C� SURFACE FLUORESCaff YOWAROWD L16W '24? EMg126ENGY LiM wr EXIT LIGHT RECEPTACLES SINGLE RECEPTACLE - WALL VWL.EX RECEPTACLE - WALL DOUBLE [FLEX WEPT. - HALL 0 D11PL.EX NGE-PT A,GLE -FLOOR ® SPECIAL RECEPTACLE AS NOTED CONNECTIONS a FUSED DISCAONE OR HA:GlL P4 CIRCUIT BREAKER AS NOTED V - 4 EOUPMtTIT COISEGTFON o COIL Q JJNGTION BOX Q MOTOR ® PIWO- ELEGTRIG Gt3.L ® RELAY o WWSPEMER Q) THERMOSTAT 4 MICROPHONE CIRCUITING r HOME RUN ARROW ,---` CONGEALED CONDUIT ___ - ___ EXPOSED CONDUIT �--- UNDERGROUND CONDUIT - 1 1 !"IRE TICKS SNORT: HOT LOW.. N911RAL DOT: 6ROW - -o CONDUIT UP --+ CONDUIT Pom COMMUNICATIONS Q DATA OImEr - 1'lALL. a° DATA OUTLET - FLOOR Q DATA 4 TEL OUTLET - WALL TEiEPI M OUTLET - WALL 0 TELEPIrM OUTLET - FLOOR TAGS C3 KITCHEN OR MGRS EMAPMENT Q MECHANICAL EGUIPKW MISCELLANEOUS e GIRCAAT BREAM _mot FUSED SNTC 1 -(11) - CUR mw TRA*FO *1ER a$ eRANCH CIRCUIT PA43BOARD ABBREVIATIONS AG ABOVE GOJM BAGFC5PLASH AFF. A50VE FOUSFED FLOOR E.C. El ;MZ GAL CONTRACTOR 6C 6EMMAL CONTRACTOR 6171 6ROl,T+D FALI! T t6 ISOLAT® 6ROW M.G. 1fF.C1r,AWAL CONTRACTOR MLO_ MAIN UJISS ONLY W_ New Ww U R.O. VILE% NiOTT:D OTifRI % pp MATfEIWIR OOF P5F_ RICET 13ERSY I SH - --.-- E -: 5GI�EtitA.«�5 A.IW *E -LIES 5YmaA 613 m 1` arms E -2 6 ODD FLOM. LT64M DEAN E - 6W. .W FLOOR FIOM PLAN _4 iFF€R FLOM LS6KFilY6 qTF I AAMWAL U. l I REVISIONS I I Q 4!30/05 OVOER GHANSES 0 A 0 A A A r � ____14 E lectrical D esign A ssociates 10410 NE 151st PLACE BOTHELL, WA 98011 (425) 489 -1580 Fax 8os -1410 JOB NO.: 0318 DESIGN BY RPT CAD BY: RPT CHECK BY: MJW DATE. - 07 -21 03 BIDDER DE51GN P00AV ENT ELECTRICAL CONTRACTOR TO COMPLETE ELECTRiCAL DESISM BY S WINS BRANCH GIRAUfTS, BRAWN CIRCAT LOADS, PANEL LOAD GALGJI.ATIM AND SERVICE LOAD CALCIA.ATION. OWNERS REF 15ETITATIVE TO Rt:VIB"f PRIOR TO Rd1Gfl -IN. C0M PLM DE96N TO SERVE AS CaURAGTOR'S PERMT AND WORKING DRAWIN65 CONTRACTOR TO FINISH TO A5- BUILT WN1717IONS AT THE COM- PLETION OF THE .FOB. SHEET TITLE: ONE -LINE SCHEDULES LOAD CALC. SHEET NO.: E -1 U I �1 0 a x W � " o _o M0 �' I z_ W W 0i pp 1 .4 a U3 �Ju H W W U) ;> w A o �a U) w W ~ W H 0: X P4 0 V - 4 ;Z) 02 c0 L ji V-4 SHEET TITLE: ONE -LINE SCHEDULES LOAD CALC. SHEET NO.: E -1 U I �1 r REMOVE (4) ROWS OF I 57RIPL16M ABOVE OLD I I T -BAR CEILING or/ alma Now I Ar 1 10 •I SNP INTERIOR DESIGNERS PLANS FOR LIGHTS ABOVE P-LA " TV, L16HT ABOVE ART WORN: AV (2) TABLE LAMPS FIXED TO GAS f I i STATE OF ftk5W6TCN E4ERbY WM IS H. VERTICAL 6LAZA6 DAYU%%. T We R ;aJWJ' ib A SEPARATE CG!"1ROr 5H1011111 K iH DA5EED OJf��E n \ E, II ��- 1 i . ---- � • . / � � i /fiiii iiiiii iiiiii� iii i _ i��iii iiiii i/ iii iii; „iii . i i oz i v I • i i RELOCATE �1 112 - �00 O E mmomm • E o� E R5 0 d I O d R5G Le b b GE 0 f_ _ D b E \ D b E - Rb B �� V °f � I `�- _ II �--• II I II II 13 H3 II II I Ic�I r� I it D I 0 f Q� V/ ( J R L U U h I h f(Y /!/ �I t X31 �J , �� Q A i II R3 I;2 0 e e Ge e� SEAT,%. � � \ R5 ^ ft I Rb D E �- Of 90 e 0e I 0 L,1` I� O f E I GROUND FLOOR LIGHTING PLAN_ E C RELOCATE EXTcTcC m i f 1 i y i i i i MR n- • i i HALLWAY E b 0 EXIT 0 0 0 115 0b 0 b0 E E E E E -i REMOVE %VTGIIES i- DRY STORW Q IY1 I J REVISIONS LIGHT LOAD CHANGE W///� EXIST** WALL TO REMAIN EXISTING WALL TO 8E REMOVED N€N PARTITION FLOOR PLAN L EXISTING LIGHT5 REMOVED NEW LIGHTS ADDED NET CHANGE I 4/5/03 WASE "11.11109 AK! LI GHTS IN 0I05 0106 2� Qno�cn aysrz cNANGtS l E lect,x•ical D esign A ssociates 10410 NE 151 st PLACE BOTHELL, WA 98011 (425) 489 -1580 FAX 806 -1410 JOB NO.: 0318 DESIGN BY: RPT CAD BY: RPT CHECK BY: mJw DATE: 07 -21 -03 BIDDER DE5IGAI DOr,IJMENT EL.EGTRIGAL CONTRACTOR TO C40H .ETE ELECTRICAL DESIGN BY SHOAN6 BRANCH CIRCUITS, BRANCH CIRCUT LOADS, PAIEL LOAD CALCULATIONS AND SERVICE LOAD CALCULATION. OWER'S REPRESENTATIVE TO REVIPA PRIOR TO ROU6!4 -IN. COMPLETED DESIGN TO SERVE AS CONTRAGTOR'S PERMIT AND WO. R& DRAKN65. CONTRACTOR TO FINISH TO AS- BULT C0MTM AT THE COM- PLETION OF THE .JOB. -2120 MATT5 — 2316 WATTS Q -404 WATTS p RECEPTIOWOFFICE L16M b LOBBYM&L DOWILIGHTS tMKNOY'QN FUNCTION d (3) PENDANTS - SERVICE AREA e (4) PENDANTS - NE CORNER f TRACK NORTH OF FIREPLACE 9 TRACK SOUTH OF FIREPLACE �o TOW7LE SWITCH Q (TYPICAL) , o x+ v . . . . . t- 0 0 ob 0 4 O d 00 O f D g LONER CASE LETTER DE516WES EXISTING LIGHTS CONTROLLED e 0 0 0 0 0 0 � BY SWITCH, SEE LIST i ABOVE (TYPICAU EXISTING GONTR,OL5 %IITCH DESCRIPTION TYPE a RECEPTIMMICE LIGHTS 3 -WAY T066LE b LOBBY DONNA lows 5PST TOCGI.E c HEARTH ROOM DON2 LIGHTS 5P5T TOGGLE DIMMER DESCRIPTION RATING ENERGY CODE d PENDANT'' - SOUM 600 WATT DAYLIGHT ZONE e PENDANTS - EAST 600 WATT DAYL16W ZONE I PENDANTS - M156 1000 WATT NOR-DAYLIGHT AREAS ALL N &I DIMrER5 TO 13E LEMON DECORA PRESET SLIDE DIMML'RS WITH BEIGE COLOR. DO NOT REMOVE COOLING FINS OR MATE THE DIMMER M ANY WAY. . . . 00 0b 0c - 0 0 Q d e f NDi c0NTR0L5 LIGH'"ING CONTROLS DETAIL SCALE= W z w A WI NOW C4 CEILING LEGEND I EX-5P.LG L�tTS ADD SATC�i TO RLV-A#, i I E }E 5M0 ta-W- R 0E tem s ADS E - -- -- - - - r -� � (�� EA6T - h*A6 L =!x+TS A\ S:liTGH TO EE RID-+D/ED •_ -- _ _ --- _ . -'— - t I J VAEOW T-WER t .%Z ce 0054” OJr 'I ciTEc ± T tt_f s SO :�� {.� � ri cAP�L METTER � GROUND FLOOR I MUTING MAN* , a .a- :�� ��►T�w Li6e+T rY:'E %10 Lor�ee eA�E � LEEETTM Cf_;:�GtiAT.`6 SA TCH A 6kWq hT IC 7 � ;� SEE T NC IC � 9l'PiY A - 'r'„� - - ' AND � ,. w �o Q , o x+ v t- w .!:4 w � i tl o � I 1-4 V CEILING LEGEND I EX-5P.LG L�tTS ADD SATC�i TO RLV-A#, i I E }E 5M0 ta-W- R 0E tem s ADS E - -- -- - - - r -� � (�� EA6T - h*A6 L =!x+TS A\ S:liTGH TO EE RID-+D/ED •_ -- _ _ --- _ . -'— - t I J VAEOW T-WER t .%Z ce 0054” OJr 'I ciTEc ± T tt_f s SO :�� {.� � ri cAP�L METTER � GROUND FLOOR I MUTING MAN* , a .a- :�� ��►T�w Li6e+T rY:'E %10 Lor�ee eA�E � LEEETTM Cf_;:�GtiAT.`6 SA TCH A 6kWq hT IC 7 � ;� SEE T NC IC � 9l'PiY A - 'r'„� - - ' AND � ,. r • E E E \ I I 1 Il � 111111 �.— — - - Z7ll !llllllJlJlllll!!llJllll//ll �" _ �l llllllll!! /Illll .111 /J /l.� /!! / / /ll /ll� / / //Illl. `ill /- rJ�ll/� f�f E L - IG E 1- C n E E: g l' EA1 it 0. HOUSE �W 104 DATA I 122 Fw C4V G MONITOR PRINTER MONITOR 0 L NEW CARD ACCE56 5Y5TEM AND Ei6GTIZOMG DOOR LOCKS BY Cvk, NRED BY ECG. ---�/ EXISTING INTERO M TO R6GE Om 1€AQTH ROOM L I!a �F_ �i - E tl bD — :18' I I � _�ERVLI�'G COORDINATE EXACT LOLATIO;'1 i!6 () C OF G010ECi gkS TO NEW PLASMA +18' TELEVISION ON WAIL. PWAVE !!`` POYfR NO CAW Of1TLET5. U 6 01 o r. �1 o i / i + AA. �1fY'I Fum FOOD PREP. Ili I ,QQ [/ +44' +44' + Jil 4 0 UP TTI V \ SEA TIN& 120 I E E E E E C RELOCATE CIRCUIT TO EXIST. FLOW SWITCH RELOCATE CIRCUIT TO EXIST. AIR COMx'RL:55OR FOR SPR WLER SYSTEM / C - ! - J \ 5 o c � v DISCONNECT (5) EXISTING 3 GONDEN5ER5 FOR DEMO- LITION. NOT 91" W o POWER AW GATV OUTLETS +76' - -� j ■ ii i / lit � r••' • a GROUND FLOOR POWER PLAN .GAE.E: V4 = I -0' 14QcTrI • .11 ; q m"6 /� • • " /iii /i/ ��� �� / INC" l � eC `/II � � ` i i � / ■ iii /iiiiiiiiiiiiiiiii /iiii /ii 1`1 ♦ I�� f�� � Y�llllllll. 1 1T: = :� • 11 T •J i • � 1 1 1 /MAC. — E `I E EXISTING LOCATION OF SPRIICLER SYSTEM COMPRESSOR OR FLOOR -- NEW CARD ACCE55 SYSTEM AND ELECTRONIC DOOR LOCKS BY G.G., WIRED BY C.G. AN 01 o � LL =� E� rA D FLOOD PLAN LEGEND W111lll EXI5TIN5? WALL TO RL:MAIN EXISTING WAIL TO BE°. REMOVED WA PARTITION SYMBOL LEGEND E E EXISTMG COMWUWCATION AND POLrf.R DEVICES TO REMAIN ® SOLID THIN LINE zro T H AR AD.IAGENT 'E' x X EXISTING COMMUNICATION AO POWER D ACZS TO BE J� REMOVED. DEVICE GRO%ED OM. Nm GOMhUNICATION AND POWER DEVICES TO BE ADDED. SEE SYMBOL LCGL:ND, SLEET E -I. REVIS !! 413/03 R "WE BAR A� FA I — o3 REMOVE 2 Do C4 c;"rRS Q x/30/05 alCIZ L Q - - - - _ E lec Lrical D esi n A ssociates 10410 NE 151 st PLACE BOTHELL, WA 98011 (425) 489 -1580 FAX 806 -1410 JOB NO.: 0318 DESIGN BY: RPY CAD BY: RPI CHECK BY: mjw DATE: 07 -21 -03 BIDDER DE516N DMI -LENT ELECTRICAL. CONTRACTOR TO C014PLETE ELECTRICAL DESIGN BY SHOWING BRANCH 6IRCUIT5, BRANCH CIR AMT LOADS, PAWL LOAD GALCU ATIONS AIV 5ERYICE LOAD CALCIJLATIG%. OWNERS REPRE5WATIVE TO REVIEW PRIOR TO ROUGH - W COMPLETED DESIGN TO SERVE AS CONfRAGTORS PERMIT A.%r/ WOWNS DRAWINGS. CONTRACTOR TO FINISH TO AS- WLT CC' OTION5 AT Tlf CGM- PLETION OF THE 't II hf ECHANICAL =- E UIPMENT = -SCHEDULE C- PARAGTMTiCS t FEEDIER j M. TEGTION 015CONIZCT LOAD VOLTA6E IAA YVRE 0 6. 0 DEyCRiPTICJV AT PACE!. AT LUT ;�K1 AF-1 GW"f Air Fiar w =1- -m an IA nco 2J6 1 Z ::Z l/2 2JA� 20A2P I~ACR AC4 Air 4:mdt+oror I6 - Data Room to ma 120 ! 242 V2 20AP Motor Strut. I 6F-1 6m Fwroca $1 -1600 dm i5.B nco :20 I 2 VU 1/2 1 2OA.P vbtor S"Uh 1 6F-2 6m Fwroce 82 - lAb dar b3 sto ix t 2 %,2 112 20AP mew 5r+t -t I 6F3 6oe Fwroca 93 -1600 ciao i68 wo 1 120 ! 2$12 ' V2 20AP Motor 5ftuh 1 6F Coos Fwnwe 94 - 7M cft 4.1 r4a 120 = 2 %2 Ln 20AP Motor South 1 6F3 605 Fvrroce 0 5 - ZOO c10. 6 rata !20 I 2 •I2 W W&ID ee" Srrtt>'. 1 CAM Exterior Gor4ar0w_ Wa 0 320 moo ZOg 3 309 34 •iOA3F' 40AW HAM � CI-2 _ Exterior " 82 Zoo" 203 3 3 r.0 3'4 3oA F 30A21? 1AGR 3*t wa eurw colembn wa as 1 320 mw 206 3 3* 3, 40A3P 40jk'X HACK 3R CO-4 Exterior Gor Im 25.0 s� 206 3 3 K.O W4 �OA3P 30A2P 1!;lR �? C llr Uarw Gar wal *5 320 +RCa 206 3 3 e3 3r•4 40A3P 40A t1a1GR 3R Ctf'b EAerior We 8 6 ;! O into 206 1 292 ir2 2+OA2P 2OA2P RAM 3R v:_1 51dC oW 6d+aA Fan R - fach ri Food V4 Pp 120 1 2%2 20AP votcr sr" 3R EF-2 CoTfq E#oAt Fars 02 - Lardrt 144 •setts 120 1 2 4s 20.A.P Log a 5ntc1'. 3R s I—� W W U) SHrEET TITLE: j GROUND FLO I rOWFR PI -A N HEFT �s0.. J MUM RM AID - i t j F A ~ 1 r C4 t j c) r T � 1 � ►� I }r i SHrEET TITLE: j GROUND FLO I rOWFR PI -A N HEFT �s0.. J MUM RM AID - i r L 6 El i i i sacs b o 0 o i � MV WCA LEGS 1 E r2O2 L -� �O E ND � T ll �� II II REMOVE LIGHT OVER SINK. REUSE SWITCH FOR NEW UNDERGADINET LIGHTS. E E R4 e r — -- — - — -- i i UPPER FLOOR LIG }ITING PLAN 56,4.E.- 1/4' = I-W 0 Nmro 9 • i R4 e FLOOD PLAN LEGEND my// II EXISTING WALL TO RWAIN EXISTING WALL TO 13E REMOVED NErf PARTITION IZ "VISI j JA a1�103 REVISE GEILIW- AW I L KCHT5 IN 0204 & 4130/05 at*CR CUAMM I E lectrical D esign A ssociates 1 10410 NE 151st PLACE I BOTHELL, WA 98011 (425) 489 -1580 FAX 806-1410 1 L� 1 J JOB NO.: DESIGN BY: CAD BY: CHECK BY: DATE: 0318 RPT RPT }Ajw 07 -21 -03 BIDDER DEStGN DOGWENT ELECTRICAL. CO URAGTOR TO COMPLETE ELECTRICAL DESI94' BY S MN& BRAWGH CIRWI T5, BRAWN CIRCUIT LOADS, PAI cL LOAD CALCULATIONS AW SERVICE LOAD CALCULATION - OVMS REPRE5ENTATIVE TO REVIEW PRIOR TO RO"44 <4HPL.ETW DESIGN TO S+ECVE AS CON1RACoTOR'S PIM -11T A10 VVIMING DRANN65. CONTRACTOR TO FINISH TO Ac-- BUILT CONDITIONS AT TW COM- PLETICN OF THE JM. SYMBOL LEGEND > X 676 L15 c5 HT , W 5 7t'TCTi TO RW EYNI I: L► �E SOL.iD Tli%%Vt L;lne VITH f' AD-WANI E F — — — ( EA UGNT5 A6w SWCH TO BE roEm I DAS*W Tre'FEQ LM OR CR V" CVr C 50JD rreci z LSE IST14 C.A~°LTAL LCT e r 4 M56AN ►T,Y6 s.*W TYPE ADD L.OVVt G?►.,E L t� k% -%T %N& 510c" A SI A Ex5T,. & �-'M041 HEAD ��� WQM f -Alai w A w � � w W U? Q O w x r � ` i i; r i F 1 co !� r ' � II r.!} f Y' "006 . E E E R4 e r — -- — - — -- i i UPPER FLOOR LIG }ITING PLAN 56,4.E.- 1/4' = I-W 0 Nmro 9 • i R4 e FLOOD PLAN LEGEND my// II EXISTING WALL TO RWAIN EXISTING WALL TO 13E REMOVED NErf PARTITION IZ "VISI j JA a1�103 REVISE GEILIW- AW I L KCHT5 IN 0204 & 4130/05 at*CR CUAMM I E lectrical D esign A ssociates 1 10410 NE 151st PLACE I BOTHELL, WA 98011 (425) 489 -1580 FAX 806-1410 1 L� 1 J JOB NO.: DESIGN BY: CAD BY: CHECK BY: DATE: 0318 RPT RPT }Ajw 07 -21 -03 BIDDER DEStGN DOGWENT ELECTRICAL. CO URAGTOR TO COMPLETE ELECTRICAL DESI94' BY S MN& BRAWGH CIRWI T5, BRAWN CIRCUIT LOADS, PAI cL LOAD CALCULATIONS AW SERVICE LOAD CALCULATION - OVMS REPRE5ENTATIVE TO REVIEW PRIOR TO RO"44 <4HPL.ETW DESIGN TO S+ECVE AS CON1RACoTOR'S PIM -11T A10 VVIMING DRANN65. CONTRACTOR TO FINISH TO Ac-- BUILT CONDITIONS AT TW COM- PLETICN OF THE JM. SYMBOL LEGEND > X 676 L15 c5 HT , W 5 7t'TCTi TO RW EYNI I: L► �E SOL.iD Tli%%Vt L;lne VITH f' AD-WANI E F — — — ( EA UGNT5 A6w SWCH TO BE roEm I DAS*W Tre'FEQ LM OR CR V" CVr C 50JD rreci z LSE IST14 C.A~°LTAL LCT e r 4 M56AN ►T,Y6 s.*W TYPE ADD L.OVVt G?►.,E L t� k% -%T %N& 510c" A SI A Ex5T,. & �-'M041 HEAD ��� WQM f -Alai w A w � � w W U? Q O w x r � ` i i; r i F 1 co !� r ' � II r.!} f Y' "006 . dED r SH=E ► TITLE: UPPER MIA' li �� LIGHTING Pl. X z t T 5TER5 ` SHEE r N0.: r ir- JL 2 . / m E E OWN 1 L i I I E E F SALES � �J E I E �I I' 0 E rcs E 2 STORAGE E 204 I ! E E E � T ll i EXISTING / PAYPHOW ® r 2oq !�"ol E E All ll11 11/IIll1 / //lllllll/llllll/1.7/O MATCH ICIM OF EXISTING & I OUTLETS A9&lE COUNTER COUNTER 1 I I I i I EXISTING F1IRNACE TO e ! ! W REED AND RE- I i PLACED WITH NM MEEnNG +42' +12f 203 C X RELOCATE EXISTING 1 (GEILING t42 To FLOOR) IN EXISTING WALL E E E E ATTV6 O E I I l I i i i i -� , Ri • i (I � LZ i FLOOR Pl-jAN I.,EGEND V"/ZIM EXISTM WAIL To REMAIN EXISTING MALL TO BE REMOVED IIIIIIIIN♦ WA PARTMON I EMSIONS A, 4/03 KNOV P15Pc• Q 4/30/05 OMR CW&C-1 E lectrical D e sign A ssociates 10410 NE 151 st PLACE BOTHELL, WA 98011 (425) 489-1580 FAX 806 -1410 JOB NO.: 0318 DESIGN BY: RPT CAD BY: RPT CHECK BY: m iw DATE: 07 -21 -03 BIDDER DE516N DOCUMENT ELECTRICAL CONTRACTOR TO COMPLETE ELE- f -41WAL DES161+ BY %M t* F -A" CIRCUITS, BRANCH CIRCUIT LOADS, PAW - LOAD GALCULAVM .40 1 SERVICE LOAD CAV- ."710h. OKVZS REPRESPNTATWE m; REVIEW PRIOR TO RO" - IT! CONPI.ETED DESIGN TO 50; A: AS C WRAGTORS PEI"I AW WORKIWS ORMW6— CONTRACTOR TO MW TO A5 BUILT CONDIT10.Ei AT VE Cam•'.- 1 PLETION OF Tim JOB. I i !j I I �I w w W >-4 EX45 � rYa FCVCR ADD GGM"lf XATiM DE trC ; :!E To ¢L' 4AN - 50LO rrikNm LkNe Jvrrs V d, A!) c ' T TO SYI-VM j ON E E All ll11 11/IIll1 / //lllllll/llllll/1.7/O MATCH ICIM OF EXISTING & I OUTLETS A9&lE COUNTER COUNTER 1 I I I i I EXISTING F1IRNACE TO e ! ! W REED AND RE- I i PLACED WITH NM MEEnNG +42' +12f 203 C X RELOCATE EXISTING 1 (GEILING t42 To FLOOR) IN EXISTING WALL E E E E ATTV6 O E I I l I i i i i -� , Ri • i (I � LZ i FLOOR Pl-jAN I.,EGEND V"/ZIM EXISTM WAIL To REMAIN EXISTING MALL TO BE REMOVED IIIIIIIIN♦ WA PARTMON I EMSIONS A, 4/03 KNOV P15Pc• Q 4/30/05 OMR CW&C-1 E lectrical D e sign A ssociates 10410 NE 151 st PLACE BOTHELL, WA 98011 (425) 489-1580 FAX 806 -1410 JOB NO.: 0318 DESIGN BY: RPT CAD BY: RPT CHECK BY: m iw DATE: 07 -21 -03 BIDDER DE516N DOCUMENT ELECTRICAL CONTRACTOR TO COMPLETE ELE- f -41WAL DES161+ BY %M t* F -A" CIRCUITS, BRANCH CIRCUIT LOADS, PAW - LOAD GALCULAVM .40 1 SERVICE LOAD CAV- ."710h. OKVZS REPRESPNTATWE m; REVIEW PRIOR TO RO" - IT! CONPI.ETED DESIGN TO 50; A: AS C WRAGTORS PEI"I AW WORKIWS ORMW6— CONTRACTOR TO MW TO A5 BUILT CONDIT10.Ei AT VE Cam•'.- 1 PLETION OF Tim JOB. I i !j I I �I w w W SP�IBOL LEGEND !I o cE E v v UPPER FLOOR POWER PLAN f i I >-4 EX45 � rYa FCVCR ADD GGM"lf XATiM DE trC ; To ¢L' 4AN - 50LO rrikNm LkNe Jvrrs V d, A!) c ' T TO SYI-VM j EX:5T,%6 PC?FR AV Ca*WCATa4 eCefCEE5 �r TO BE 10 o4w - S" Tr;F'Mim LIE m - if ! w � 0 ; fill" SHEET TITLE: r GCS *� vEV�s 50_ rr.:GiC=Q LSE UPPER FLOC }i `. POWER PIA .% ILI 5EE Aftffil rS WoOaOR a"AT)M 1%.V COO?DIKATE NW. LATEST CAIN VT -- _ -- -- U) n �— ` l 0 f` x C� r }r w SP�IBOL LEGEND !I o cE E v v UPPER FLOOR POWER PLAN f i I 1 1 s rj E 1 T/ 2a7 NORTH EX45 � rYa FCVCR ADD GGM"lf XATiM DE trC ; To ¢L' 4AN - 50LO rrikNm LkNe Jvrrs V d, A!) c ' T TO SYI-VM j EX:5T,%6 PC?FR AV Ca*WCATa4 eCefCEE5 TO BE 10 o4w - S" Tr;F'Mim LIE m - if ! �- ,YW-1or. CROC.4w a l fill" SHEET TITLE: r GCS *� vEV�s 50_ rr.:GiC=Q LSE UPPER FLOC }i `. POWER PIA .% 5EE Aftffil rS WoOaOR a"AT)M 1%.V COO?DIKATE NW. LATEST CAIN VT -- _ -- -- SMEE t NO.. caERMFf AND APPRMAL RT{�t RED 1 1 s rj E 1 T/ 2a7 NORTH W C11 d Woo �Q �I Ir • �r O O W d0 O :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. s; j ri �S ' f , �a z 1 r. f I ) j I Y 000 Anderson - Peyton ❑0❑ Structural Engineering Consultants 000 A Division of ACP Consul tants. Inc. PROJECT .JOB # DESIGNED CHECKED SHEET_ 3 OF DATE DATE 31620 33rd Avenue South. Suite 321, Federal Way, %\'A 98003 • Phone: (253) 941.9929 Fax: (253)')41 -9939 Seattle / Gastside (206) 292-0 Z Z �W Q� JU 00 WH NIL WO L Q = �w z� F- O Z F- U O N 0 F- W 111 U IL F- - Z 11J H F-' Z i. 7 1 1 l <<a Title : Dsgnr: Date: Description Rev: 510300 - -- User. KW0004293, Ver5.1.3. 22- Jun -1999, WIn32 (c) 1983.00 ENERCALC_ _ Scope: General Timber Beam nA20031M Description . 8' span at roof Job # 4/ _ - - - -• -- - Page 1 sidence inn tukwila oatehous I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x10 Center Span 8.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Hem Fir, No.2 1.6 k Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 150.0 psi Beam End Fixity Pin -Pin Fc Allow 405.0 psi 2.16 k -ft at 4.000 ft Shear: E 1,300.0 ksi Full Lengh Uniform Loads j Center DL 120.00 #/ft LL 150.00 # /ft Left Cantilever DL # /ft LL #/ft -� Right Cantilever DL #/ft LL #/ft Summary Beam Design OK z Z ' �w JU UO N 0 J = Cl) U_ W O �J U. j � C1 = W H =. z �. w� �5 U� 0 �_ H w w U LL. O W Z W CO, 0 F- Z Span= 8.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0 . 509 : 1 Maximum Moment 2.2 k -ft Maximum Shear " 1.5 1.6 k Allowable 4.2 k -ft Allowable 4.9 k �j Mak. Positive Moment 2.16 k -ft at 4.000 ft Shear: @ Left 1.08 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.08 k -� Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.055 in Max. M allow 4.24 Reactions... @ Right 0.000 in J fb 519.32 psi fv 50.04 psi Left DL 0.48 k Max 1.08 k Fb 1,020.00 psi Fv 150.00 psi Right DL 0.48 k Max 1.08k Deflections In j Center Span... Dead Load Total Load Left Cantilever... Dead Load Total. Load Deflection -0.037 in -0.083 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length /Deft 0.0 0.0 Length /Deft 2,605.0 1,157.79 Right Cantilever... Deflection 0.000 in 0.000 in ...Length /Deft 0.0 0.0 .,...� Stress Calcs Bending Analysis -� Ck 31,716 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Reg'd Allowable fb @ Center 2.16 k -ft 25.41 in3 1,020.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,020.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,020.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.62 k 1.62 k Area Required 10.800 in2 10.800 in2 Fv: Allowable 150.00 psi 150.00 psi Bearing @ Supports Max. Left Reaction 1.08 k Bearing Length Req'd 0.762 in Max. Right Reaction 1.08 k Bearing Length Req'd 0.762 in z Z ' �w JU UO N 0 J = Cl) U_ W O �J U. j � C1 = W H =. z �. w� �5 U� 0 �_ H w w U LL. O W Z W CO, 0 F- Z . e . � t f i ,l i 7 l I I � r 1 ' f ,F a r Title : Job # Dsgnr: Date: Description : e7 Scope Rev: 510300 - User. KW .064293,Ver5.1.3.22•JurFIM,WW2 General Timber Beam Page 1 (c) 1983.99 ENERCALC pA2003 \03 -028 residen Intl (ukWlla QatehOUS Description 10' span at roof j General Information Ibs Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x10 Ibs Ibs Center Span 10.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Hem Fir, No.2 Max Stress Ratio 0.975 : 1 Cf 1.200 Rb Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 150.0 psi Beam End Fixity Pin -Pin Fc Allow 405,0 psi 4.9 k Max. Positive Moment E 1,300.0 ksi Full Lengh Uniform Loads - - Center DL 110.00 # /ft LL 138.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL # /ft LL #/ft Point Loads Live Load 600.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 8.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary - - - - - -- --- ---- -- � � Bending Analysis Beam Design OK Span= 10.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Ck 31.716 Le 0.000 ft Max Stress Ratio 0.975 : 1 Cf 1.200 Rb 0.000 Maximum Moment 4. k -ft Maximum Shear ` 1.5 3.0 k Allowable @ Center 4.2 k -ft Allowable 48.64 in3 4.9 k Max. Positive Moment 4.13 k -ft at 5.760 ft Shear: @ Left 1.43 k Max. Negative Moment 0.00 k -ft at 10.000 ft @ Right 2.01 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft 14.320 in2 @ Center 0.161 in Max. M allow 4.24 Reactions... @ Right 0.000 in fb 993.99 psi fV 93.03 psi Left DL 0.62 k Max 1.43 k Fb 1,020.00 psi Fv 150.00 psi Right DL 0.84 k Max 2.01 k 1.417 in Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.107 in -0.252 in Deflection 0.000 in 0.000 in ...Location 5.160 ft 5.160 ft ...Length /Deft 0.0 0.0 ...Length /Deft 1,120.4 476.82 Right Cantilever z �_- Z �W 0 N CO LU W = F- �W W O. J LL cf) CY = W E- O z !- 5 U� CO 0 F- WW �U U_ ~O z U =. O z Deflection 0.000 in 0.000 in ...Leng /Deft 0.0 0.0 Stress Calcs -- - - - - -- ------ - - - - -- -- - - - - - -- --- ---- -- � � Bending Analysis Ck 31.716 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 4.13 k -ft 48.64 in3 1,020.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,020.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,020.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.15 k 3.01 k Area Required 14.320 in2 20.080 in2 Fv: Allowable 150.00 psi 150.00 psi Bearing @ Supports Max. Left Reaction 1.43 k Bearing Length Req'd 1.010 in Max. Right Reaction 2.01 k Bearing Length Req'd 1.417 in z �_- Z �W 0 N CO LU W = F- �W W O. J LL cf) CY = W E- O z !- 5 U� CO 0 F- WW �U U_ ~O z U =. O z b y 1 7 J I i } �J �1 t l i� OHO Anderson - Peyton OQO Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT JOB # DESIGNED CHECKED SHEET OF DATE DATE 31620 23rd Avenue South, Suite 321, Federal Way. WA 48003 • Phone: (253) 041.9920 Fax: (253) 04I - 9939 Searliv / fsastside (2061 292 -0940 z W U O N J H cl) W W O J U. � d W. z M H- O z F— LU 5 U� O— 01— W W. U_ W 0 — O: •• z W U= O H z 4 Title : Job # Dsgnr: Date: Description I !� Scope: i ras>A t PM iA . 1]. �i V it.eq ..�t ' 3 tom: Rev: 510300 283,Very.1.3, 22-Jun1e99,w;n32 General Timber Beam _.... .._.... _.__._ _ Page 1 (c)1983•90 ENERCALC p:%2003103 -028 residence ,n g n tukwila atehou Description 12' span supporting (2) 2x8's and trusses General Information Ibs Calculations are designed to 1997 NDS and 1997 UBC Requireme Section Name 4x10 Ibs Ibs Center Span 12.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Maximum Moment E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left 80.00 #/ft LL @ Left 100.00 #/ft Start Loc 6.000 ft DL @ Righ 80.00 # /ft LL @ Right 1 #/ft En d L 1 2.000 ft Point Loads Live Load 489.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 6.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 12.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.825: 1 Maximum Moment 4.3 k -ft Maximum Shear * 1.5 1.9 k Allowable 5.2 k -ft Allowable 6.7 k Max. Positive Moment 4.26 k -ft at 6.000 ft Shear: @ Left 0.71 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.25 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.175 in Max. M allow 5.17 Reactions... @ Right 0.000 in fb 1,024.21 psi fv 57.92 psi Left DL 0.32 k Max 0.71 k Fb 1,242.00 psi Fv 207.00 psi Right DL 0.56 k Max 1.25k s Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.117 in -0.262 in Deflection 0.000 in 0.000 in ...Location 6.192 ft 6.192 ft ...Length /Deft 0.0 0.0 ...Length /Deft 1,235.6 549.07 Right Cantilever... Deflection 0.000 in 0.000 in ...Lengt / D e ft 0.0 0.0 Stress Calcs Bending Analysis Ck 31.887 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 4.26 k -ft 41.16 in3 1,242.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,242.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,242.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.06 k 1.87 k Area Required 5.145 in2 9.058 in2 Fv: Allowable 207,00 psi 207.00 psi Bearing @ Supports Max. Left Reaction 0.71 k Bearing Length Req'd 0.325 in Max. Right Reaction 1.25 k Bearing Length Req'd 0,571 in Z Z �W QQ JU UO CO J = H NU. W O �a NZ) = �W Z = H ZO W W 013 O O F_ WW H H 60 W Z CO O Z w d UQ "i7 "W • ME" ft 00 J O CJ1 O W 00 O NOTICE: IF. THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0710 Anderson - Peyton 013❑ Structural Engineering Consultants 300 A Division of ACP Consultants. Inc. A i. ti PROJECT JOB # SHEET 1 OF DESIGNED DATE CHECKED DATE 31620 23rd Avenue South, Suite 321, Federal Wu). WA 48003 • Phone: (253) 941-9929 Fax: (2531 941- Seattle I Eastside (2061 202-0940 Z W U L) 0 (1)0 W w J cl) U- 0 CY W Z F- 0 Z 1— W LLJ 25 cl) 0— cl I— WW M I-- 0 z 0 N. — F 0 it C� I nnn A j n L--P ti 11UVI - I eycurl lOB # S tructural Engineering Consultants ADivisionofACPConsuhants ,Inc. DESIGNED �J t� 5+ h ' H 1 Te { A i I � . I i 4 ( :7 i 1 M JI . I 1 1 V! , .1 2 S A ! { i 11 t NW y 'J I SI I" OF DATE PROJECT CHECKED DATE 31620 23rd Avenue South. Suite 32 I, Federul Way, WA 98003 • Phone: (251) 941 -9029 Fax: (253) 441 -9939 Scattle / Gasiside (2001 292 -0940 Z �W aa � JU UO NO C0 w -J H CO) U. WO er �J LL Q N� = �. W Z t— �- O W ~ W U� O CO) a f— W H� LL O Z U= O Z P Title : Job # Dsgnr: Date: Description i Scope Rev: 510300 Pa e 1 User. KW 0804293 Ver5.1.3.22•Jun- 1999,W102 General Timber Beam g { �(c)1983- 99ENERCALC :12003103.028 residence inn tukwila oatehous Description 14' Span over Reception area (south end) Full Lengh Uniform Loads' Center DL 234.00 #/ft LL 212.00 #/ft Left Cantilever DL #/ft LL #/ft .., Right Cantilever DL #/ft LL #/ft C Tr apez oidal Loads #1 DL @ Left 150.00 #/ft LL @ Left 300.00 #/ft Start Loc 6.000 ft DL @ Right 150.00 #/ft LL @ Right 300.00 # /ft End Loc 14.000 ft Summary Beam Design OK --- General Information �- _ v Calculations are designed to 1997 NDS and 1997 UBC Requirements Dead Load 0.000 in 0.0 0.000 in 0.0 Section Name 5.125x15.0 Center Span 14.00 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft ...Lu 0.00 ft A Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft 1.5 Member Type GluLam Douglas Fir, 24F -V4 76.875 in2 38.4 k -ft Allowable Fb Base Allow 2,400.0 psi ^-q Load Dur. Factor 1.000 Fv Allow 240.0 psi Shear: Beam End Fixity Pin -Pin Fc Allow 560.0 psi -0.00 k -ft at 14.000 ft E 1,800.0 ksi Full Lengh Uniform Loads' Center DL 234.00 #/ft LL 212.00 #/ft Left Cantilever DL #/ft LL #/ft .., Right Cantilever DL #/ft LL #/ft C Tr apez oidal Loads #1 DL @ Left 150.00 #/ft LL @ Left 300.00 #/ft Start Loc 6.000 ft DL @ Right 150.00 #/ft LL @ Right 300.00 # /ft End Loc 14.000 ft Summary Beam Design OK --- Span= 14.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Dead Load -0.109 in 7.112 ft 1,546.5 Total Load Left Cantilever... -0.241 in Deflection 7.168 ft ...Length /Deft 698.07 Right Cantilever... Deflection /Deft Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in Max Stress Ratio 0.471 : 1 ! ...Length '..) Maximum Moment 18.1 k -ft Maximum Shear ` 1.5 8.5 k 0.000 ft Allowable 76.875 in2 38.4 k -ft Allowable 0.000 18.5 k Max. Positive Moment 18.09 k -ft at 7.672 ft Shear: @ Left 4.15 k Max. Negative Moment -0.00 k -ft at 14.000 ft @ Right 5.69 k 0.00 k -ft Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in 2,400.00 psi Max @ Right Support 0.00 k -ft Shear Analysis @ Left Support @ Ri ht Support @ Center 0.163 in Max. M allow 38.44 8.54 k Reactions... @ Right 0.000 in _J + fb 1,129.42 psi fv 111.09 psi Left DL 1.98 k Max 4.15 k 1 Fb 2,400.00 psi Fv 240.00 psi Right DL 2.50 k Max 5.69k f j -f '; Deflections Center Span... Deflection ...Location ...Length /Deft Dead Load -0.109 in 7.112 ft 1,546.5 Total Load Left Cantilever... -0.241 in Deflection 7.168 ft ...Length /Deft 698.07 Right Cantilever... Deflection /Deft Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in Stress Calcs ! ...Length '..) Bending Analysis " Ck 22.210 Le 0.000 ft Sxx 192.188 in3 Area 76.875 in2 Cv 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 18.09 k -ft 90.44 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi ' 1 Shear Analysis @ Left Support @ Ri ht Support Design Shear 6.23 k 8.54 k Area Required 25.941 in2 35.584 in2 ' Fv: Allowable 240.00 psi 240.00 psi ' 1 Bearing @ Supports ba„ Max. Left Reaction 4.15 k Bearing Length Re 9 9 qd 1.446 in Max. Right Reaction 5.69 k Bearing Length Req'd 1.984 in a Z t~ ~ W W �U UO WF- �U_ WO U . to = W H =. Z f.. H O Z �5 U� CO :C3 �- wW F- 0 �. U =. O Z Ay ODO Anderson - Peyton Structural Engineering Consultants O A Division of ACP Consultants, Inc. PROJECT JOB # DESIGNED SHEET I-7— OF DATE CHECKED DATE 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 Phone: (253)941-9929 Fax: (253) 941-9939 Seattle Eastside (206) '_'92 -0940 �t Z 1 Z � w JU 00 (/) C3 C0 w w C') LL , 0 U. to a W 0 z �— W W U 0 U) 0 �C3 F- W Uj —0 Z co, O Z J I ti I 000 Anderson - Peyton 0013 Structural Engineering Consultants 0710 A Division of ACP Consultants. Inc. PROJECT .JOB # DESIGNED CHECKED SHEET �� OF DATE DATE PIC-'C 1C CLD 7 r gf CA; C e -i, A L r;t,, 7 A w f i - 7 9 ------ ...... .... .. ............ Off - 7 31620 23rd Avenue South, Suite 321. Federal Way, WA 99003 • Phone: (253) 941-9929 Fax: (2531 941-9939 Scuttle / Lasiside (2061 292-0440 Z Z w QQ 0 00 (1) LLJ ,W C0 LL W O }} LL co 10 J—Llj 0 z �- W Uj 5 �0 a H W W X LL - - z w co Z . f�l Title : Job # (/ Dsgnr: Date: Description I Scope ii fft Rev: 510300 +' User. KW 0804293. Ver5.1.3,22•Jur0999,WIn32 General Timber Beam Page 1 ? I (0) 1983.99 ENERCALC p:12003103 -028 residence inn tukwila gatehous r Description Check of existing GLB 9' east of central stairs General Information Calculations are designed to 1997 NDS and 1997 LIBC Requirements Section Name 5.12508.0 Center Span 23.00 ft .....Lu 0.00 ft Beam Width 5.125 In Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft ...Lu 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi E 1,800.0 ksi t^ Trapezoidal Loads Ju ° 'y Beam Design OK _ - Man #1 DL @ Left 163.00 #/ft LL @ Left 325.00 #/ft Start Loc 0.000 ft 0. 495 : 1 DL @ Right 163.00 #/ft LL @ Right 325.00 #/ft End Loc 8.000 ft t - 1 #2 DL @ Left 113.00 #/ft LL @ Left 225.00 #/ft Start Loc 8.000 ft DL @ Right 1 13.00 #/ft LL @ Righ 2 25. 0 0 # /ft En d Lo _23.000 ft Point Loads Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 5.28 k _ f f" Dead Load 490.0 lbs lbs lbs 0.000 in lbs lbs lbs lbs Max @ Right Support Live Load 810.0 lbs lbs lbs lbs lbs lbs lbs - ...distance 21.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft t^ M Ju ° 'y Beam Design OK 1 Man ' Span= 23.00ft, Beam Width = 5,125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0. 495 : 1 ;-} Maximum Moment 26 k -ft Maximum Shear 1.5 7.9 k Allowable 52.7 k-ft Allowable 22.1 k -` Max. Positive Moment 26.06 k -ft at 11.224 ft Shear: @ Left 4.99 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 5.28 k . Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in . ' Max @ Right Support 0.00 k -ft @ Center 0.285 in Max. M allow 52.67 Reactions... @ Right 0.000 in fb 1,130.14 psi fv 85.90 psi Left DL 1.67 k Max 4,99 k Fb 2,283.76 psi Fv 240.00 psi Right DL 1.82 k Max 5.28k _J Deflections -' Center Span... Dead Load Total Load Left Cantilever... Dead Load To tal Load s { ! Deflection -0.190 in -0.564 in e--- Deflection 0.000 in 0.000 in ' ! ...Location 11.500 ft 11.500 ft ...Length /Deft 0.0 0.0 ...Length /Deft 1 !489:62 � Right Cantilever... j Deflection 0.000 in 0.000 in ...Length /De 0.0 0.0 ',,..., Stress Calcs �----- _- __-- ._._--- _-- ..___ -•- Bending Analysis Ck 22.210 Le 0.000 ft Sxx 276.750 in3 Area 92.250 in2 r I Cv 0.952 Rb 0.000 Cl 0.000 :I ^� Max Moment Sxx Reci'd Allowable fb @ Center 26.06 k -ft 136.95 in3 2,283,76 psi @ Left Support 0.00 k -ft 0.00 in3 2,283,76 psi @ Right Support 0.00 k -ft 0.00 in3 2,283.76 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.49 k 7.92 k Area Required 31.196 in2 33.017 in2 Fv: Allowable 240.00 psi 240.00 psi Bearing @ Supports Max. Left Reaction 4.99 k Bearing Length Req'd 1,739 in Max. Right Reaction 5.28 k Bearing Length Req'd 1.841 in z z W QQ � U O O W� NU_ WO IL CO �W z i±- ZO W � o O CO 0 1- W U _ O --Z W U =. O z Z Z W UO (n 0 CO Uj J � CO U. WO }} J U_ ? N CY = W N = Z Z O_ 5 UC3 O Co. o�_ W w: W Z t l! U CO O Z Title : Job # >/ Dsgnr: Date: Description Scope : Rer.. 510300 User. KW- 06N 293, Ver 5.1.3.22- Jun- 19N.Win32 General Timber Beam Page 1 ,i (c) 1063.09 ENERCALC 103 :120113 residence inn tukWlla gatehous i Description New Beam supporting existing GLB E General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x12.0 Beam Width 5.125 in Center Span 13.00 ft Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu .....Lu 0.00 ft 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi "y E 1,800.0 ksi Point Loads - -- ''~ Dead Load 1,820.0lbs Ibs Ibs Ibs Ibs Ibs Ibs Live Load 3,460.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 3.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 13.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin --z Max Stress Ratio 0.547 : 1 .! Maximum Moment 13.5 k -ft Maximum Shear * 1.5 5.8 k Allowable 24.6 k -ft Allowable 14.8 k Max. Positive Moment 13.45 k -ft at 3.536 ft Shear: @ Left 3.86 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.42 k _. Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.120 in -- Max. M allow 24.60 Reactions... @ Right 0.000 in fb 1,312.53 psi fV 94.11 psi Left DL 1.33 k Max 3.86 k Fb 2,400.00 psi Fv 240.00 psi Right DL 0.49 k Max 1.42 k 1 Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load j - Deflection -0.080 in -0.233 in Deflection 0.000 in 0.000 in ...Location 5.772 ft 5.772 ft ...Length /Deft 0.0 0.0 ...Length /Dell 1,944.1 670.12 Right Cantilever... Deflection 0.000 in 0.000 in ...Length /Deft 0.0 0.0 Stress Calcs Bending Analysis { Ck 22.210 Le 0.000 ft Sxx 123.000 in3 Area 61.500 in2 Cv 1.000 Rb 0.000 Cl 0.000 @ Center Max Moment 13.45 k -ft Sxx Req'd Allowable fb 67.27 in3 2,400.00 psi ., @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi i @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis Design Shear @ Left Support 5.79 k @ Right Support 2.13 k t Area Required 24.115 in2 8.885 in2 Fv: Allowable 240.00 psi 240.00 psi _ Bearing @ Supports ?; + Max. Left Reaction 3.86 k Bearing Length Req'd 1.344 in Max. Right Reaction 1.42 k Bearing Length Req'd 0.495 in Z Z W UO (n 0 CO Uj J � CO U. WO }} J U_ ? N CY = W N = Z Z O_ 5 UC3 O Co. o�_ W w: W Z t l! U CO O Z Anderson - Peyton Structural Engineering Consultants O A Division of ACP Consultants. Inc. r+ire �r e a X t a h ( I I I ..J i , i �I i PROJECT JOB # DESIGNED SHEET � OF DATE CHECKED DATE 31620 23rd Avenue South, Suite 321, Federal Way. WA 98003 - Phone: (253) 941 -9929 Fax: (353) 941.993 Seattle / Eastside (300) 292-0940 Z i Z �W 1� UO O W= H NLL W OO �J LL j � = W Z� 1-- O Z 1— W Ljj gy ON io H W tL1. LL Z 111 U= O Z ODO Anderson - Peyton Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT JOB # SHEET 1 0F__ DESIGNED DATE CHECKED DATE qij YefM 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941-9929 Fax: (253) 941-9939 Seattle / Eastside (206) 292-0940 Z Z w L) 00, to 0 cf) LU LU x —1 1.— cf) LL w LLQ 0 LU 3: Z �- F- 0 Z �- LLI LLj tn. c Q E-. LLI LJJ U. O� Z cf), 0 z pal j {, 4 i i J t a t Title : Job # Dsgnr: Date: 11:47AM, 19 SEP 05 Description 17.E Scope: Rev. SBOOOd User :KW0604293.Ver5.8.0.1- Dec•2003 Mult -Span Timber Beam Page 1 (c)1963 - 2003 EN ERCALC Engineering Software beams.ecw:Calculations Description New Floor Joist Above N/W area General Information n Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Hem Fir, Stud Live Load Used This Span ? • Fb : Basic Allow 675.0 psi Elastic Modulus 1,200.0 ksi Spans Considered Continuous Over Support Fv : Basic Allow 150.0 psi Load Duration Factor 1.000 Timber Member Information 87.00 87.00 Description #/ft Left Span Right Span Span ft 5.00 12.00 Timber Section in -k 2x10 2x10 Beam Width in ft 1.500 1.500 Beam Depth in in -k 9.250 9.250 End Fixity in -k Pin - Pin Pin - Pin Le: Unbraced Length ft psi 2.00 2.00 Member Type psi Sawn Sawn Loads n u.uu u.uu Live Load Used This Span ? • Yes Yes Dead Load #/ft 87.00 87.00 Live Load #/ft in 0.0000 Results Mmax @ Cntr in -k 0.0 12.4 @ X = ft 0.00 7.12 Max @ Left End in -k 0.0 -14.2 Max @ Right End in -k -14.2 0.0 fb : Actual psi 665.0 665.0 Fb : Allowable psi 728.2 728.2 Bending OK Bending OK Shear @ Left k 0.02 0.62 Shear @ Right k 0.45 0.42 fv : Actual psi 41.6 60.3 Fv : Allowable psis 150.0 150.0 Shear OK Shear OK Reactions & Deflection DL @ Left k -0.02 1.OB LL @ Left k 0.00 0.00 Total @ Left k -0.02 1.08 DL @ Right k 1.08 0.42 LL @ Right k 0.00 0.00 Total @ Right k 1.08 0.42 Max. Deflection in 0.018 -0.189 @ X = ft 3.13 6.56 Query Values Locanon n u.uu u.uu Moment in -k 0.0 .14.2 Shear k -0.0 0.6 Deflection in 0.0000 0.0000 z �zz '~ W 00 C/) 0 J �w w 0 L L LL = u) d = W f- _ z Z0 w w U� O N 0 F_ W W` u. 0 .• z W U= 0� z .. PROJECT NAME: Residence Inn Bothell Gatehouse Remodel PROJECT NUMBER: 03.028 ANDERSON - PEI'TON STRUCTUR4L ENGINEERING CONSULTANTS ��r !Ff 1 SHEET OF VER 01.31).01 07/07/03 DESIGN BY: TRIP FLOOR JOIST ALLOWABLE SPANS L L un ?4n AIK GRADE JOIST Spacing Live LOAD Dead LOAD Total LOAD UniConu LOAD Ma L1 bending L2 dell LL L3 dell TL L4 shear L max control Brg Clear controlling (in) (psf) (psl) (psf) (plI) C C (lb - fl) (R) (ft) (ft) (11) (fl) (in) Span limit A 1-11 2x 10 8 50 25 75 50.0 1.00 1.15 1917 17.51 17.88 17.88 29.29 17.51 0.72 17' -5" Strength 13 I-11 2x 10 12 50 25 75 75.0 1.00 1.15 1917 14.30 15.62 15.62 20.04 14.30 0.88 14' -2" Strength C I-1F #2 2x10 16 50 25 75 100.0 1.00 1.15 1917 12.38 14.19 14.19( 15.42 12.38 1.02 12' -3" Strength D I-IF #2 2x10 19.2 50 25 75 120.0 1.00 1.15 1917 11.30 13.36 13.36 13.10 11.30 1.12 11' -1" Strength L• III - #2 2x10 24 50 25 75 150.0 1.00 1.15 1917 10.11 12.40 12.40 10.7 10.11 1.25 9' -11" Strength Notes: 1) Allowable spans based on unironn loading only (i.e., no concentrated/point loads). 2) Grades and allowable stresses based on 1997 NDS. w (plf) Clear Spans f brg -► L max control P- &"`' w l�s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PROJECT NAME: Residence Inn Bothell Gatehouse Remodel PROJECT NUNIBER: 03.028 AA'DERSON- PEYTON STRUCTUR4L ENGINEERING CONSULTANTS f ? 1 �� Y f J � SHEET OF VER 01.30.01 07/07/03 DESIGN BY: TnIP FLOOR JOIST ALLOWABLE SPANS L L 360 240 Live Dead Total Unifonn L1 L2 L3 L4 L max NIK GRADE JOIST Spacing LOAD LOAD LOAD LOAD Ma bending dell LL deft TL shear control Brg Clear controlling (ill) (psf) (psf) (ps1) (plf) C C (lb - ft) (11) (ft) (11) (ft) (11) (in) Span limit A IIF #2 (2)2x10 8 50 25 75 50.0 1.00 1.15 3833 24.77 22.53 22.53 57.04 22.53 0.93 22' -4" Live Deflection B I -IF #2 (2)2x10 12 50 25 75 75.0 1.00 1.15 3833 20.22 19.68 19.68 38.54 19.68 1.21 19' -6" Live Deflection a C 11F #2 (2)2x 10 16 50 25 75 100.0 1.00 1.15 3833 2.511 17.88 1 29.29 17.51 1.44 17' -3" Strength 1) 11]7#2 (2)2x 10 19.2 50 25 75 120.0 1.00 1.15 3833 15.99 16.83 16.83 24.67 15.99 1.58 15' -9" Strength E I -IF#2 (2)2x10 24 50 25 75 150.0 1.00 1.15 3833 14.30 15.62 15.62 20.04 14.30 1.77 14' -0" Strength L max control s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3 + C = Column stabilty factor '] S . -a 4 { .,... f i +.an7 u I +(F / F, I+ (F,. / F, -) Fr:. / F'. C", 2c 2c c E'= Modulus of elasticity multiplied by all __ ce E the applicable adjustment factors, psi Fca (l ` / d) K, = coefficient for type & grading of lumber (.3 for visually graded lumber &.418 for GL and Parallam members) d = depth of member, inches 1, = column length multiplied by buckling length coefficient (Ke), inches C = 0.8 for sawn lumber, 0.85 round timber piles and 0.9 for glue laminated timber and parallam members Column Column Buckling Z a ) d E PROJECT NAME: Residence Inn Tukwila Gatehouse Remodel SHEET OF C PROJECT NUMBER: 03.028 VER 2.0 (6/99) �) ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS 06127103 • AOMsmofACPConsonnnts.Inc. Design By: 7MP I t$ 405 12251 i! SOLID WOOD COLUMN DESIGN 16706 I 1991 NDS Factor, CF ° c F' = Maximum allowable compression Fr Fc * C1, Axial Load - parallel to grain, psi (Feet) F� = Tabulated Comp. value (parallel to grain) multiplied by inches inches all applicable adjustment factors except C P , psi pW6 3 + C = Column stabilty factor '] S . -a 4 { .,... f i +.an7 u I +(F / F, I+ (F,. / F, -) Fr:. / F'. C", 2c 2c c E'= Modulus of elasticity multiplied by all __ ce E the applicable adjustment factors, psi Fca (l ` / d) K, = coefficient for type & grading of lumber (.3 for visually graded lumber &.418 for GL and Parallam members) d = depth of member, inches 1, = column length multiplied by buckling length coefficient (Ke), inches C = 0.8 for sawn lumber, 0.85 round timber piles and 0.9 for glue laminated timber and parallam members Column Column Buckling Z a ) d E K cE F cs C Size F �, + C f' F. ' ` Max Column All. Load Type Length Coeff. 405 12251 6x8 -HF 1 405 16706 Factor, CF ° c Axial Load w/ Plate (Feet) Ke inches inches Inches pW6 psi (F ) psi psi psi (Ibs) (Ibs) 2x4 -SGHF 8.00 1 96 1.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.48 404 2120 2120 2x4SGHF 8.00 1 96 1.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.48 404 2120 2120 2x4 -SGHF 8.00 1 96 1.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.48 404 2120 2120 2x4 -SGHF 9.00 1 108 1.5 1 3.5 1 1.2 0.3 1 378 02 1 1.05 000 1 840 0.40 334 1 1753 1753 3x4 -SGHF 8.00 1 96 2.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.48 404 3533 3533 3x4 -SGHF 8.00 1 96 2.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.48 404 3533 3533 3x4 -SGHF 8.00 1 96 2.5 3.5 1.2 0.3 479 0.8 1.05 800 840 0.4B 404 3533 3533 3x4 -SGHF 9.00 1 108 2.5 3.5 1.2 0.3 378 0.8 1.05 800 840 0.40 334 2922 2922 2x6 -SGHF 8.00 1 96 1.5 5.5 1.2 0.3 1182 0.8 1.00 800 800 0.81 645 5321 3341 2x6 -SGHF 8.00 1 96 1.5 5.5 1.2 0.3 1182 0.8 1.00 800 800 0.81 645 5321 3341 2x6 -SGHF 8.00 1 96 1.5 5.5 1.2 0.3 1182 0.8 1.00 800 000 0.81 645 5321 3341 2x6 -SGHF 9.00 1 108 1.5 5.5 1.2 0.3 934 0.8 1.00 800 800 0.74 593 4894 3341 4x4 -HF 8.00 1 96 3.5 3.5 1.5 0.3 598 0.8 1.15 1350 1553 0.35 540 6620 4961 4x4 -HF 9.00 1 108 3.5 3.5 1.5 0.3 473 0.8 1.15 1350 1553 0.28 438 5367 4961 4x4 -HF 10.00 1 120 3.5 3.5 1.5 0.3 383 0.8 1.15 1350 1553 0.23 361 4422 4422 4x6-HF 8.00 1 96 3.5 5.5 1.5 0.3 1477 0.8 1.10 1350 1485 0.69 1023 19700 7796 4x6 -HF 9.00 1 108 3.5 5.5 1.5 0.3 1167 0.8 1.10 1350 1485 0.60 895 17234 7796 4x6-HF 10.00 1 120 3.5 5.5 1.5 0.3 945 0.8 1.10 1350 1485 0.52 776 14932 7796 6x6 -HF 8.00 1 96 5.5 5.5 1.3 0.3 1280 0.8 1.00 850 850 0.81 689 20849 12251 6x6-HF 9.00 1 108 5.5 5.5 1.3 0.3 1011 0.8 1.00 850 850 0.75 635 19219 12251 6x6 -HF 10.00 1 120 5.5 5.5 1.3 0.3 819 0.8 1.00 850 850 0.68 576 17436 12251 6x8 -HF 8.00 1 96 7.5 5.5 1.3 0.3 1280 0.8 1.00 850 850 0.81 689 28430 16706 6x8 -HF 9.00 1 108 7.5 5.5 1.3 0.3 1011 0.8 1.00 850 850 0.75 635 26208 16706 6x8 -HF 10.00 1 120 7.5 5.5 1.3 0.3 819 0.8 1.00 850 850 0.68 576 23777 16706 RFARIN(� r:APA(:ITV (IF PI ATG- NOTES: 1. CD is assumed to be 1.0 for all columns (Load Duration Factor). 2. OF stands for Douglas Fir -Larch & HF stands for Hem -Fir, 3.2x_ members are Stud Grade and 4x_ & 6x_ members are #1 grade. 4. Spreadsheet does not do wak axis bending automatically. Swap d and b columns to get weak axis bending of unsymmetrical members. COLUMN Fc PER PSI ALL. LOAD LBS 2x4 -SGHF 405 2126 3x4 -SGHF 405 3544 2x6 -SGHF 405 3341 4x4 -HF 405 4961 4x6 -HF 405 7796 6x6 -HF 405 12251 6x8 -HF 1 405 16706 PLATE MATERIAL Fc, psi HEM FIR 405 DOUG FIR 625 Z t� Z W QQ JU UO co W = N N U_ W LL. Q Cy = W Z f. O W F_ UJ 5 U� O N 0 �_ WW �U U 0 --Z W U= .O F- Z I 5 . wA CIE) Anderson - Peyton 7100 Structural Engineering Consultants 7)[313 A Division ofACF' Consultants. Du. PROJECT JOB 4 DESIGNED CHECKED SHEET OF DATE DATE 31621 23rd Avenue South. Silk 32 Federal Way, WA 98003 • Phone: (253)941-0929 Fur: (253) 941-9939 SeallIc / Easiside (206) 292-0940 z W U 00 C0 LLI LU X F- U) 0 Cf LU X 0 z �- LL La a L3 .0 N. 0 W LL J U. z 0 z Y2l ' qy ii Axial On PROJECT NAME: Weak Axis Bending Onh' fc - 52 psi fbx - 261 psi STIEET OF 0 psi KIM - PROJECT NUMBER: Kbe - 0.438 Fby' - 1187 psi Kee - 0.3 Fbe - 17918 psi !�4 ANDERSON - PEYTON 0.00 psi OK c - 0.8 CL - 0.99696 FCEy - D ATE: 07/03/03 Fee - ` STRUCTURAL ENGINEERING CONSULTANTS psi Interaction 0 Cp - 0.64 fbx/Fbx' - 0.25 DESIGN BY: TMP did Fc' - 685 psi FCEx - 934 psi fv - 0 psi OK fc/F'c - 0.08 OK Exterior Walt WOOD BEAM - COLUMN DESIGN fv - 12 psi OK Total Interaction 0.006 Interaction 0.268798 Applied Loads Stress Material Properties Strong Weak Factors Gnde SG HP Adjusted Axis Axis 1.33 - Cd Fbx- 675 psi 1032 X X UnbracedLengths: j ❑ Cr Fby= 776 psi 1187 KL - 9 1 it ❑ CM Fv. - 150 psi 200 KLe- 1"''' it ❑ Ct Fc= 800 psi 1064 Px Py ❑ a Ex = 1200 ksi 1200 �. Ev - 1200 ksi 1200 Flexure Loads: section Properties w - 16.27 0 plf Member 2x6 wx wy Pl - 0 0 # # Members 1 XPl - 0 0 ft width - 1.5 in P2 = 0 0 # depth = 3.5 in + X P2 = 0 0 ft Sx = 7.6 inA3 r Sy - 2.1 inA3 Strong Axis Weak Axis AxialLd- 426.7< #; ;:r;s# A- 8.3 inA2 Moment - 164.7 0 ft-# ix - 20.8 inA4 Dcil - 0.096 0.000 in Iy - 1.5 inA4 SI'CG 16 IN O.C. L/ 1.122 n/a AXIAL 320 PLF -" Shear- 66 0 # (1)2x6 SGHF OK FLEX 12.2 PSF Reaction- 73 0 # AXIAL/MEM 427 # L. Reaction- 73 ' 0 # FLEX/MEM, 16 PLF i x f ...a s ? :)K Z Z W Q � Q JU U0: N W= J N W W O' LL Q N d = W Z O W �5 U� �o � f- WW IL ~. .• Z W U CO) 0 ~: Z Axial On Strong Axis Bending Only Weak Axis Bending Onh' fc - 52 psi fbx - 261 psi illy - 0 psi KIM - 19.6 Kbe - 0.438 Fby' - 1187 psi Kee - 0.3 Fbe - 17918 psi fby/Fby' - 0.00 psi OK c - 0.8 CL - 0.99696 FCEy - 5625 psi Fee - 934 psi Fbx' - 1029 psi Interaction 0 Cp - 0.64 fbx/Fbx' - 0.25 psi OK Fc' - 685 psi FCEx - 934 psi fv - 0 psi OK fc/F'c - 0.08 OK fv - 12 psi OK Total Interaction 0.006 Interaction 0.268798 Inlcmction 0.27 OK :)K Z Z W Q � Q JU U0: N W= J N W W O' LL Q N d = W Z O W �5 U� �o � f- WW IL ~. .• Z W U CO) 0 ~: Z File: D05-0380 35mm Drawing #3 • J Y 0013 Anderson - Peyton 1300 Structural Engineering Consultants 000 A Division ofACI'Consultants, Inc. PROJECT JOB # DESIGNED CHECKED I I SHEET OF DATE DATE 31620 23rd Aventic South, Sake 121. Federal Way, WA 98003 • I'llone: (253) 44 -9929 Fax: (253 Z Z w L) 0 N (1) w w J (1) LL W 2� 1 5 LL CY W Z Z 0 �- W Uj 5 U C 0 SO a E- W w M (. 5 U. 0 Z cf) b F-: Z t� z i a r ..� 1300 Anderson - Peyton 1300 Structural Engineering Consultants 13013 A Division of ACP Consultants, Inc. PROJECT i i f Y 3 { t }/111 JOB # DESIGNED SHEET 2' OF 2 � DATE CHECKED DATE uc South, Suitc 321, Fcdcrul Way, WA 98003 - Phonc: (353) 4)41 -9929 Fax: (253) 941. Scaulc / Eastsidc (200) 2 Z Z 0: 0 0- CO W H N LL W U- Q c � _d �W ` Z F- 1— O: w ~ W U O� W r F 0 .. Z w U =. O Z... . �J•� Ot J= L % 1908 03 -01 -2007 MICHAEL IVANCIC . 2112 116 AV NE, STE A BELLEVUE WA 98004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -380 16201 WEST VALLEY HY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/09/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, K 41A& fer ar hall, Permit Technician xc: Permit File No. D05 -380 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Z Z �W Q � JU UO to o co W J = H N O w 2 QQ LLQ rn D = ~W Z I— t— O Z �-- w w U� O - 01--. UJ W LL H� —0 .. Z W N O Z Z �O �m �z •. m= rn o vc c� M -i z =z m= D •n r� o m rn rnCl) v Cl) :o0 :0 m. c - D Z r • SPECIFICATION SHEET MODEL :61 FEBCO REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTION Characteristics Physical Properties Size Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials Valve Body Elastomers Springs 1 /2 3 /4 " , 1 11 1 1/4 11/2 G 175 PSI (1200 KPa) 350 PSI (2400 KPa) 32 °F to 140 °F (0 °C to 60 °C) Threaded ANSI B2.1 Bronze Silicone Stainless Steel Agency Compliance • ANSI /AWWA Conformance (C511 -92) • ASSE Listed (Std. 1013) Application • CSA Health Hazard • Approved by the Foundation for Cross Connection Options Control and Hydraulic Research at the University of Southern California. ❑ Wye -Strainer Mai mmmmmmmmmomm MMM /ommmmmmmmmm MMMMMMMMM ,,, 30 a 25 v � N 20 -°� 15 'o 10 T 5 1 0 20 40 60 80 100 120 (GPM Flow MODEL 860 ( - 2 N* Outdoor installation 3+kY�':;SRt9 .� RYet� 9r'K!: 3�'ArmtiH!rvwt�'St :) M5 P+.w,mat�vufCR4^S?�nt. .vrubrwi .y.,vn .+ , .nw.nn � v I stallation Recommendations Z UO 0 C0 H Cl) L w 9_j LL. Q CO) 0 = F _ w Z I— I— O Z LU w U� O- 0H w W H H �Z 111 U= O� Z MODEL 860 ( - 2 ") REDUCED PRESSURE ASSEMBLY 12" Minimum Clearance Model.860 ( r Check Assembly ITEM DESCRIPTION MATERIALS 1 Body Bronze 1.2 Tailpiece Bronze 1.4 O -Ring Silicone 2 Cover Bronze 2.2 O -Ring Silicone 3 Seat Noryl 3.1 O -Ring Silicone 4 Poppet Noryl 5 Seat Disc Silicone Rubber 5.1 Disc Retainer Noryl 5.2 Find HD Screw Phillips, 18 -8 SS 6 Spring SS 6.1 Spring SS 7 Guide Noryl 8' Retainer Spacer Noryl 9 Ball Valve Bronze 9.1 Bali Valve Bronze 11 Test Cock Bronze 12 Seat Ring -RV Noryl 12.1 Gasket Ring -RV Silicone Rubber 13 Spring -RV SS 14 Seat Disc -RV Silicone Rubber /SS 15 Diaphragm -RV Rubber /Fabric 16 Outer Diaphragm -RV Rubber /Fabric 17 Small Piston -RV Noryl 17.1 Find HD Screw Phillips, 18 -8 SS 17.2 Washer 18 -8. SS 17.3 Hex Nut 18 -8 SS 18 Cylinder -.RV. Brass 18.1 Slip Ring - Cylinder Acetal 18.2 Slide (Plug) Nylon 19 Cover -RV Bronze 20 O -Ring Silicone 21 Hex HD Capscrew 18 -8 SS 22 Large Piston -RV Noryl 23 Guide -RV Noryl 60 Identification Plate Brass 61 Drive Screw Stick SS Z ;= Z �W �U UO W= C0 U_ WO U. N� 2 �W Z H i-- O Z F_ U� O- 0 H W H3 lL O W Z U= O Z Relief Valve Assembly Dimensions and Weights in /(mm) NET WT. SIZE A B C D E Ibs /(kg) 1 12" 10 (254.00) 1 (38.10) 1 (38.10) 3 /s (79.38) 3 (88.90) 5.6 (2.54) 3 /4 11 .10 (273.05) 1 (38.10) 1 (38.10) 31/s (79.38) 3 (88.9 5.8 (2.63) 1" 12 (317.50) 1 /e (47.63) 1%(41.28) 3 (85.73) 3%(92.08) 9.2 (4.18) 1 15 (403.23) 3(76.20) 2 (63.50) 41/4 (107.95) 5%(142.88) 20.2 (9.16) .1 16%(415 - 93) 3 (76:20) 2 (63.50) 4 (107.95) 5 20.6 (9.35) 2 17 (449.94) 3 (88.90) 2 (63.50) 4 (107.95) 5 (142.88) 24.8 (11.26) Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. FEBCO Backflow Prevention CMB Industries, Inc: P.O. Box 8070 -'Fresno, CA 93747 -8070 559 252 -0791 - Fax: 559 453 -9030 - www.cmb- ind.com A United Dominion Company ssee0sM 10199 Copyright 2000 CMB Industries, Inc. ISO 9001 Certified Z ;= Z �W �U UO W= C0 U_ WO U. N� 2 �W Z H i-- O Z F_ U� O- 0 H W H3 lL O W Z U= O Z Relief Valve Assembly r I� j DOH - Approved Backflow Prevention Assemblies Shutoff Valve Designations The backflow prevention assemblies shown on this list have been evaluated with a specific set of shutoff valves as an integral part of the assembly. The specific shutoff valves are identified by a parenthetic code shown in the Shutoff Valve column with the assemblies' model designations. The shutoff valve codes are defined below. Other shutoff valves having similar performance characteristics which permit the assembly to meet the specifications are also shown immediately after the original shutoff valves. The use of any shutoff valve on a specific assembly, other titan those listed for that specific assembly, invalidates DOH approval. Assemblies listed with a "Y" in the Only Spare Parts Available column may not include the shutoff valve designation. as American Figure I- QT b American Figure 17 -NRS RW ee American Figure 370OSY RW dd Apollo Series 7B-QT ee AVK Series 25 -NRS (hhh) AVK Series 23 -OSY (Nibco F607RW OSY iii Clow R/W F6102 -NRS hh Clow R/W F6136 -OSY (ii) Fortune Figure 620 -QT (formerly Figure 601 private labeled as: Ames, Buckner, Febco, Flomatic, Hersey and Wilkins) kkk Kennedy Ken Seal I -NRS kk Kennedy Ken Seal I -OSY 11 Kennedy Ken Seal II -NRS mm Kennedy Ken Seal II -OSY nn Lee Brass-QT 00 Watts 405 -RW ( ) Watts 408 -OSY (rrr) Mueller R/W HP NRS rr Mueller R/W HP OSY ss Toro Orion Integral Ball Valve-QT (tt) American Flow Control (Waterous) Series 500 -NRS (uu) American Flow Control (Waterous) Series 500 -OSY vv Watts Figure FBV FBV -E - T ww Watts G4000FDA- T xx Watts Series 6080 & 6080-E)-QT zzz Matco -Norca IORW RS) zz Matco -Norca 105U OSY (aaa) American Flow Control Series 2500 - NRS (bbb) American Flow Control Series 2500 - OSY ccc M &H Model 4067 -02 RS (ddd ) M &H Model 4068 -02 OSY eee Stockham Model G -610 OSY ff Febco Series 620-QT Fortune Figure 620U-QT (hhh) Watts Figure S -FBV (S- FBV -E )- T iii Mueller Model A2360 -NRS (int) Shutoff Valve is integral part of assembl Febco Series 621-QT kkk Febco Series 620U-QT 111 Mueller Model ,R2360 -OSY mmm Conbraco Series IBVE -125- T (nnn) Kennedy Ken Seal II Post Indicator/Tapping (000) Nigbo Ball Valves (Febco Series 622 - T & Wilkins Series 855-QT Clow Series F6105 -NRS ( ) Clow Series F6138 -OST (rrr) Apollo Series 7B- 308 -01 (& 7B -308- 31 sss Clow Series F6104 -NRS ttt Clow Series F6137 -OSY uuu Apollo Series 7H-QT (vvv) Clow R/W F6136 -OSY Post Indicator/Tapping Valve (www) Clow R/W F6138 -OSY Post Indicator/Tapping Valve (xxx ) Febco Series 622U QT ( Victaulic Series 702 (Butterfly valves zzz Kennedy Series 7092ABF -OSY Continued on next page Washington State Department of Health — September 2006 z w � D UO N W F- �w wO u_ co =w F- _ zF- 1- O z�- W 25 U ON 0 F- wW F- UZ O --z W U= O z ILA, �qiP .% O t o f Cit y Tukwila f' .t � Steven M. Mullet, Mayor J= Q{ ?O �'�•.. ;�` = Department of Community Development Steve Lancaster, Director 1908 December 19, 2006 Dave Wilson 12203 22 Ave S Seattle WA 98168 v RE: Request for Extension Development Permit No. D05 -380 Mariott Residence Inn —16201 West Valley Hy Dear Mr. Wilson: This letter is in response to your written request for an extension to Permit No: D05 -380. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 90 days (through April 9, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, vo�/ Y4 Je i er arshall e it a hnician File: Permit No. D05 -380 I PNewdeMx(ension LettersWernits005 -380 Permit Extension.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206.431 -3665 z v0 CO co In W_ H �U_ wo LL < M co =) = F =. Z �. �o w F ' UJ U� O c o E-- W W X F- LL O. z U� O z 0 z w UO (D D co LLI J F U. w LL Q cl) =a �w Z E-- O z�- w U� co o� wW o LL Z w CO) O z I T-71, :�XP 1- ' Dtc -2 ©06 C / 7 © I u L� pEAluir C 741 Zo" t s' t Cyr 7 Q c y w u_ a IN MIMI' 3 0 z w UO (D D co LLI J F U. w LL Q cl) =a �w Z E-- O z�- w U� co o� wW o LL Z w CO) O z r�IILA O ; W � .. Z O s, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be its itpritine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/07/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Y1r nn fer ar hall, Pe 't Te� ician xc: Permit File No. D05 -380 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 Z 12 -06 -2006 i~ W � JU 0 CO MICHAEL IVANCIC U) w 2112 116 AV NE, STE A J BELLEVUE WA 98004 co U. RE: Permit No. D05 -380 -� 16201 WEST VALLEY HY TUKW 0) d Dear Permit Holder: UJ Z In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. W O Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the � j LU provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit.is not p commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or . c abandoned at any time after the work is commenced for a period of 180 days. 01-- W W Based on the above, you are hereby advised to: H U- O Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. tj j Z U� rm This inspection is intended to determine if substantial work has been accomplished since issuance of the pen or last inspection; or if 0 1 - the project should be considered abandoned. Z If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be its itpritine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/07/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Y1r nn fer ar hall, Pe 't Te� ician xc: Permit File No. D05 -380 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Dorothy F. Teeter, MHA, Interim Director and Health Officer March 9, 2006 Z Z W Riebe Associates, Inc. Ivancic 6 D Michael 2112 116' Ave NE U O Bellevue, WA 98004 0 co W RE: MARRIOT RESIDENCE INN � ►_ ' U. 16201 WEST VALLEY HWY O W 0 TUKWILA, WA 98188 PR #11080 P/E 46713 J Dear Mr. Ivancic: U_ Q N 0 = We have approved the plans for your remodeled food service establishment. W ~ Z F Your establishment has been assigned the following business identification number (SR# 1117597). Please use W O W this SR# in all future contact with us. � 0 Before you open for business, you must complete the enclosed permit application and return it with the correct fee U 0 O for a (6713) permit. 0 1-- W W Before you open, you need to schedule a pre - opening inspection by the Health Department. If you open without 1 LL the pre - opening inspection, you may be closed. Although your application for a food service establishment permit O from Public Health Seattle and King County will be approved during this inspection, you may need to obtain tj j Z U Co additional permits or approvals from other agencies. It is the responsibility of the food service establishment ~O operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required H permits or approvals may subject you to legal action by the appropriate agencies. Be sure all other business Z inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Once your plumbing permit has been finalized, contact me at (206) 205 -1903 to schedule the pre - opening inspection. Failed pre - opening inspections will require a $100.00 fee for a repeat inspection. I will require advance notice of at least one week in order to schedule your request for the inspection. Contact your local building department if pre - treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. Thank you' for your compliance in this matter CIlY OF LIVED Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner DAB:mh Enclosure Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 - Kent, WA 98032 T (206) 296 -4708 F (206) 296 -0163 • www.metrokc.gov /health MAR 2 2 2006 PERMIT CENTER RBt l ot I i City of Seattle King County Gregory J. Nickels, Mayor Ron Sims, Executive Alt % :t2 City o Tukwila f Steven M. Mullet, Mayor 0 Department of Community Development Steve Lancaster, Director 1908 03 -03 -2006 MICHAEL IVANCIC 2112 116 AV NE, STE A BELLEVUE WA 98004 RE: Permit Application No. D05 -380 16201 WEST VALLEY HY TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/27/2005, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/25/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/25/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project. will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, .JI ' � J ,/" Je r arshall 't echnician xc: Permit File No. D05 -380 z �z '~ W JU U U J F--' Cf)LL WO LLQ U� = l.—W z H F- O W �5 U� O N. o �- WW U- O . z . W U =. O z 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 - Phone: 206 - 431 -3670 - Fax. 206 - 431 -3665 Li i :1 Innkeepers USA Design & Construction Western Region Don Gobble — Project Manager 5119 Briar Patch Way Las Vegas, NV 89118 561- 307- 9323/FAX 702 - 253 -9763 d,obble@innkeepersusa.com March 2, 2006 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Mr. Bob Benedicto RE: Residence Inn by Marriott Tukwila Gatehouse Renovation Dear Mr. Benedicto, This letter is to certify that the intended usage of the soon to be remodeled Residence bin by Marriott Tukwila is as follows: 1�- Food preparation will be pre - packaged, heat and serve food products. 2 — No cooking or frying of any type will be done. 3 — All reheating of food products will be done in either a microwave oven or on a conventional residential style range /cook top. 4 — There will be no discharge of grease vapors into the venting system. 5 — There will be no discharge of grease into the waste or sewer system. 6 — Upon completion of the renovation project and prior to starting our food service to our guests we will post signs in the Food Preparation Room, that are clearly visible, that notifies our employees of the above stipulations and conditions of use. We request your approval of our revised Floor Plan for the Gatehouse Ground Floor and that neither a grease interceptor nor a range hood will be required based on the above. Please advise us of your questions. Thank you, Don Gobble Project Manager Innkeepers USA z z �w QQ JU UO CO J = � wO. LL CO) D i LLJ z ZO w w U� O� off w �O ui z CO O� z r vJILA 01 X _j: 1 L7 Wit ' :2 190 8 November 17, 2005 city of Tukwila N Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Michael Ivancic 2112 116 Ave NE, Ste A Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -380 Marriott Residence Inn —16201 West Valley Hy Dear Mr. Ivancic: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works.Department. At this time the Building, Fire, and Planning Departments . . have no comments. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in. an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincere , e kr arshall Permit echnician encl xc: File No. D05 -380 P: VenniferTorrecaon L.e -380 Correction Ur #LDOC jem Z Z or � JU UO U O J = U) LL w� U- C0 D = �w Z i-- 0 Z F- w W U(3 O - 0 F- WW LL O W Z U= O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Permit #: Project Name: Review #: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -380 Marriott Residence Inn 16201 W. Valley Hwy. 1 11.10.05 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Development Department (PW) has the following comments regarding your application for the above permit. I am the person responsible for review and approval of your permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guide lines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Your application should have included a completed Bulletin A2 and an engineer's estimate for the total cost to design and install the grease interceptor and relocate the PIV. Please provide these with your response. 4. You may connect the dishwasher to the interceptor per written approval from Mike Cusick. 5. Provide a plan prepared and stamped by a civil engineer, licensed to work in Washington State. The plan shall include: a) The inverts in the sanitary manholes, and a specific location for the grease interceptor. Include the inverts at the manholes and the invert where the pipe leaves the building. b) Provide a grease interceptor detail and all associated calculations per Appendix H of the Uniform Plumbing Code. The smallest grease interceptor Public Works has prepared calculations for is 1000 gallons. Public Works will allow a smaller interceptor (750 gallons as you indicated), if you provide calculations, dimensions and other such for the interceptor. The pipe into and out of the interceptor shall 6" diameter. Refer to detail SS -14 in the Development Guidelines and Design and Construction Standards available at www.ci.tukwila.wa.us c) Provide the specifications for the interceptor vault you intend to install so that I can determine if it will meet H105 (App H /UPC). I will be looking for watertight construction and a sampling port. d) Your plumbing plan sheets shall include installation requirements for the interceptor. e) Make, model, size and location of the RPPA. .��.:.e ...',2. +. - ..:..': •':, x.: t. tip....... ..... .,F:^� ...._�..�. .. ....:; a:. �.'• n:.;',;. � ,.,�•..,,c�i:',�:;.,Y <.4'siwo: i.:.tr:. tit �� i �: . ' vf F w1, �' ijr J� �. usiiFltl: i::....: sle wi. �L=:+: ulv�' f. �u' t4�7�i. �tfa'% �. �i. �. wlwyi. 7�.' �±: i��:. 1. w'), w' ,1'anc5::anFwSi.1.�7ci.�SW':` ';.tai5.eoiJ�3nS.c. z Z �w UO to 0 w J !2w w U. Cl) D = �-w Z �O Z f- w �o U O- 0 H- wW O w Z CO 0 Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Dorothy E Teeter, MHA, interim Director and Health Officer October 14, 2005 Marriott Residence Inn 16201 West Valley Hwy Tukwila, WA 98188 RE: MA.RRIOTT RESIDENCE INN 16201 W VALLEY HWY TUKWILA, WA 98188 Dear: Mr. Ivancic: We have approved the plans for your food service establishment. Your establishment has been assigned the following business identification number (SR #1109409). Please use this SR# in all future contact with us. P/E #6713 Before you open you need to schedule a pre- operational inspection by the Health Department. Although your application for a food service establishment permit from Public Health Seattle and King County will be approved during this inspection, you may need to obtain additional permits or approvals from other agencies. It is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit has been finalized, contact me at (206) 205 -1903 to schedule the pre- operational inspection. Failed pre - operational inspections will require a $100.00 fee for a repeat inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Should you have any questions or need additional information, please give me a call. Sincerely, D\ L Mike Milbach, Plans Examiner MM:mh Enclosure Doi -3eo Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 - Kent, WA 98032 City of Seattle O King County T (206) 296 -4708 F (206) 296 -0163 • www.metrokc.gov /health W Gregory 1. Nickels, Maynr O Ron Sims, Executive Z Z �w 2 0 J 0. 00 ( 0 o J = CO U_ w 9_J LL �D = �w Z Iw- 0, Z I— U� O� 0 l— wW Ir— LO LLI Z 0- O Z We have included 2- revised edge bound sets that are clouded with revisions listed below, Mfr.. i!•rt:Ynr..�V4.._...?2en..�..ri - ... .... .. ., �rnht.. _._v. � .. ,. »...... . ,..o- .. . +. .i........ the new approved health department permit and a loose copy of the sheets marked void that "4ri4. �A, are no longer included in this set. r.w.w.� The following revisions have been made to Permit D05 -380: _ a • The addition of the porch area to interior heated space at the northeast corner of the D building has been eliminated from the project. (See Sheet A2.1) o • The Kitchen / Serving area has been reconfigured using the existing walls and w i plumbing. Doors into the existing Kitchen and Exercise area have been filled in. A CO U - new door to the Kitchen from the Hallway will be cut. The existing wall between the UJ 0 old Kitchen and the old Exercise Area will be removed. A new wall with door will co be constructed creating a Dry Storage room off the new Kitchen. The plumbing co D fixtures, appliances and new cabinets have been reconfigured to reuse existing rough W plumbing. (See Sheet A2.1) z_ • Create a Market alcove off the Lobby. (See Sheet A2.1) w o • Stair 2 at the northeast corner of the building is back to its original configuration. ? o (See Sheet A2.1) o cn • The Exercise Room and Data Closet have been reconfigured. (See Sheet A2.1) ° • The Office in the southwest corner of the building is back to its original W configuration. (See Sheet A2.1) LL z • Move the cabinet and electric fireplace in the Hearth Room. (See Sheet A2.1) 0 0 • The Upper Level is back to its original configuration. The only changes to this level o are new painting, carpet and new doors. (See Sheet A2.2) Z • Revise Elevations to conform to Floor Plan changes. (See Sheet A3.1) • Void sheets 4.1 and 4.2. The illustrated changes on these sheets no longer exist. • Revise Sheet 4.3 to match floor plan changes. The deleted elevations are no longer necessary. • Revise Sheet A6.1 to match floor plan changes. • Revise Structural Drawings to agree with floor plan changes. • Revise plumbing drawings to agree with floor plan changes. Note that the grease interceptor previously incorporated as part of the commercial kitchen has been deleted. See attached letter noting that food prepared in this kitchen is all precooked k and only reheated on site. f • Revise Mechanical Drawings to agree with floor plan changes. • Delete HVAC equipment except for new unit installed for data closet. • Electrical drawings have been eliminated from this set. Electrical permit will be under a separate permit obtained by contractor. ARCHITECTURE AND PLANNING 21 12 1 AV=. N8, •V='i'a A. SBLLIa4 RASSIi SIVON 0 I.BOVI:a (42 I'AZ. (425) 461- ° . i l 4 ;lift(`M11FM'..• M Y � ril.�w -. Mfr.. i!•rt:Ynr..�V4.._...?2en..�..ri - ... .... .. ., �rnht.. _._v. � .. ,. »...... . ,..o- .. . +. .i........ , ::r,• - rYa;wn:r�.wr,<:�•,• � ....u...�.e...rri +�uu m5 \'r.+. �rai�Y:'!!" "4ri4. �A, r.w.w.� I' 14 © HV Engineering, Inc. Q Consulting Engineers © 7100 Linden Avenue N, Ste. 1 Seattle, WA 98103 Memorandum: Ph: (206) 706 -9669 Fax: (206) 706 -1830 Permit #: D05 -380 Project Name: Marriott Residence Inn 16201 W. Valley Hwy. Re: Permit review responses from L. Jill Mosqueda, PE dated 11/10/05 Item 1, 2 — No comment. Item 3 — Design/Install Grease Interceptor Cost = $25,000. Item 4 — Mike Cusick has given verbal approval for the installation of a dishwasher to the grease interceptor. Please call him at 206 - 433 - 0179x1641 to confirm or obtain further written approval if desired. Item 5 — A civil engineer is not required per conversation with L. Jill Mosqueda and elimination of all site work not within 10' of the building. g j Item 5a — Inverts referencing the interior floor elevation are provided. Item 5b — Calculations for the Grease Interceptor are provided on PLO. i Item 5c — Specifications for the interceptor are provided on PLO — a catalog cut of the interceptor is enclosed. Item 5d — Refer to sheet P2.0 for detail of installation requirements of the interceptor. A catalog cut of the interceptor is also enclosed. Item 5e — The make, model, size and location of the RPBFP is identified on sheet PLO under "Drain, Cleanout, BFP, and Hydrant Schedule" and also on I sheet P2.0. Z W U O (I) wi J F- N LL WO LQ LL_ � =W z F _ �O Z w U� O N. o� w F- �. LL w Z U CO O F- Z Mike Cusick- Marriott grease Interceptor Page 1 From: Jill Mosqueda To: Jim Morrow Date: 7/18/06 8 :22PM Subject: Marriott grease Interceptor I researched the King County Industrial Waste Discharge site, the Uniform Plumbing Code and the King County Code. From what I have found in the codes and guidelines, this site does not need a grease interceptor. King County has no published limits for polar fats, oils and greases sent to the King County sewer. (It does have a limit for nonpolar FOG. But these do not come from kitchens.) This kitchen use will not create enough polar fats, oils and greases to need a grease interceptor. On my site visit there were at most 6 warming trays and no indication of food preparation in the kitchen. There is no cook stove and no hood, and no greasy floor mats. There is one sink for the small commercial dishwasher. The dishwasher would not connect to the grease interceptor per City standards. L. Jill Mosqueda P.E. CC: Greg Villanueva; Mike Cusick z Z �U U O ND J = H S2 LL w LL co) �w Z F- O w ~ w U� O N Q�— w w U u O til Z U= O Z Fats, Oils, Grease, Industrial Waste, King County Pagel of 3 i King County - , „� t r�k ;i, ; �. ' Natural Resources and Parks p , jnYra ..�.:V+i8Ji+1 ' Si�y4��{.h 3•. '�i2'�iil c � � � `�� J '. *�n� y Irt 1� ' 4f Wastewater Treatment Division }� - PRO , PNOWN The Industrial Waste Fats, Oils, and Grease (FOG) Program FOG is of two types: (1) of petroleum or mineral News origin; (2) of animal or vegetable origin. h .htm 07/19/2006 :.�.. r}; 1�, i;::...;,: �,hL::..�A.wa:......`is:;.y.:Gt , . 1 •� 3a1k•G:r'S.uiitn: FOG of petroleum or mineral origin, called • Industrial Waste nonpolar FOG, can harm the biological phase of Awards sewage treatment where microbes are used to • Quarterly Publication break down wastes. The King County limit for • Industrial Waste nonpolar FOG is 100 milligrams per liter of Advisory Committee discharged wastewater. • Improving Water Quality and Biosolids Industries use oil and water separators to pretreat • Key Manholes wastewater containing nonpolar FOG. Plans for • Lower Duwamish separators must be approved by the local sewer Ins pection Prot utility or by King County Industrial Waste (KCIW). Information on plan submittal and installation Discharge Limits guidelines is available on this Website in the Oil/Water Separator Fact Sheet (pdf, 71 KB) • Federal Limits prepared by KCIW. • King County Limits • Fa & Grease FOG of animal or vegetable origin, called polar • Corrosives ( per FOG, can block sewer lines. King County rules • Flammable ire dischargers to minimize free - floating FOG. requ terials Ex plosive Materials Wastewater must not be discharged if someone • Organic Compounds can see FOG floating on the surface or adhering • Hydrogen Sulfide to sides of storage containers. Dischargers may • solids &_Food waste not add agents to emulsify free - floating polar FOG. • High Temperature King County may require companies discharging • Dent O ffice Waste polar FOG to complete a FOG control plan. The goal of the FOG control plan is to implement Discharge Approvals reasonable and technically feasible controls of free floating FOG. The basic components of the FOG • Approval Types control plan should include: • Vactor Trucks • Construction Sites FOG Control Plans: The goal of the FOG control • Groundwater h .htm 07/19/2006 Z W D UO Cl) 0 CO W J = U) LL w U_ a C0 D = �w z w� U� a CO_ H wW �O 111 z CO o� Z :.�.. r}; 1�, i;::...;,: �,hL::..�A.wa:......`is:;.y.:Gt , . 1 •� 3a1k•G:r'S.uiitn: i. ,,.:+:.. .:,S.i.: r.A• ..si }:.L....o+....i...r :. u...::e...,aw:fL:.v� ..:;. �LJ.« Z W D UO Cl) 0 CO W J = U) LL w U_ a C0 D = �w z w� U� a CO_ H wW �O 111 z CO o� Z Fats, Oils, Grease, Industrial Waste, King County Remediation Sites plan is to implement reasonable and technically • Contaminated feasible controls of free floating FOG. The basic Stormwater components of the FOG control plan should • s eptage include: • Hos ip tals • Biotechnolo • 1. A written policy articulating management Industry and corporate support for the plan and a commitment to implement planned activities Forms (down- loadable) and achieve established goals. • 2. A description of the facility type and a E nforcement summary of the products made and /or service provided. Fees and Surcharges • 3. Quantities of FOG brought into the facility as raw product, amounts contained in Contacts and Map products, and quantities discharged to the sewer. Useful Links • 4. Schematics of process areas illustrating drains and discharge points connected to the sewer. . 5. A description of current reduction, recycling, and treatment activities. . 6. Identification of a full range of potentially feasible reduction opportunities. . 7. A description of the reduction or control opportunities selected for implementation, process(es) affected, and estimated reductions to be achieved. . 8. Specific performance goals and implementation schedule. For food service establishments (i.e. restaurants, cafeterias, etc.), make sure to check with your local sewer service provider regarding their requirements for polar FOG. For additional information on polar FOG at food service establishments, consult: "A Guide to Restaurant Grease Management," 183 KB) and, "A Pocket Guide to Best Manaaement Practices for Restaurant Grease" (pdf, 52 KB) by the Interagency Regulatory Analysis Committee (IRAC) of the Page 2 of 3 littp:Hdnr,metrokc.gov /wlr /indwaste /fog.htm 07/19/2006 z z �w 2 D UQ w= NU- w U. =w zF- �o z F- W U o OH wW F� `- o wz CO OF z Fats, Oils, Grease, Industrial Waste, King County Local Hazardous Waste Management Program in King County. Page 3 of 3 Z Z � �D .J U UO N0 co w J � CO U w O wQ Ca =w Z �- O z�- UJ 5: U O N ' w UJ U- —O .Z w CO) 0 Z httDJ/ dnr. metrokc .p-ov /wlr /indwaste /fo2.htm 07/19/2006 Jill Mos ueda - Re: Backflaw and other up0 -rt needed? From: Bryan Still To: Jill Mosqueda Date: 11/14/05 10:27AM Subject: Re: Backflow and other updates needed? Hi Jill, f The current backflow assemblies are up to date on tests. t . No A.M.R. work needs to be done. They will need to install RPPA on domestic. Thanks Bryan. PERMANENT FILE Copy U� 3 z �Z w �5 UQ W= F- N O w � U. S2 �. = F. W F- O w F-_ �o U =W F- u_ -O W Z L) CO F F; O Z .... . . _......,. ...._ .............._ - Mike Cusick - Re: D05 -380 Page 1 From: Mike Cusick PERMANENT FILE COPY To: Mosqueda, Jill Subject: Re: D05 -38 Permit D05 -380 p# 000 00 address at 16201 West Valley HW 11/8/2005 allowed the dishwa er into the greas interc ptor due to the small size of the food service area and menu. ��, Signed G Michael Cusick, PE >>> Jill Mosqueda 11/07/05 03:19PM >>> Please provide your written approval for this project to connect dishwasher to grease interceptor. The approval must include the date, permit #, project name, address, parcel # , your approval and your signature. This will go in the permanent file. Thanks L. Jill Mosqueda P.E. I : 1 l z w o � JU U to ° to Lu J � CO U_ w J U_ j co a =w z� �_O z �_ 5 : ,o �'. w "- O ..z w U =. O z 16 PERMIT COORD COPY! PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -380 DATE: 03 -22 -06 PROJECT NAME MARRIOTT RESIDENCE INN SITE ADDRESS 162 01 WEST VALLEY HY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: T ob" B it i Division - Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -23 -06 Complete 1d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 9 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR/CORREC DUE DATE: 04-20-06 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2 -28.02 l� z W � 3 00 cf) J = H 52 w w LLQ Co :3 _a F - w z F- z� w w U ON 0 F- w U.F- U. O •z w CO) O z PERMIT COORU COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -380 PROJECT NAME: SITE ADDRESS: DATE: 12 -15 -05 MARRIOTT RESIDENCE INN 16201 WEST V ALLEY WY Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ 62YA A wo I2- ?r DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: DUE DATE: 1 2-20-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documews/rouling slip.doc 2.28 -02 DUE DATE: 01 -17-06 Not Approved (attach comments) ❑ z z �w UO N13 J = f S2 w w LL Q C� = �w z F- O W �5 U� ON OH W F-P U- O .. z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -380 DATE: 10-27-05 PROJECT NAME MARRIOTT RESID ENCE INN SITE ADDRESS 16201 WEST VALLEY HY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: P ich u!( 5-/i Bu ng Division Fire Prevention Planning Division IVI Public Wor s � Structural ❑ Permit Coordinator -u� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 Complete Incomplete ❑ Not Applicable i Comments: i Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 11-29-05 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) 10 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11111 - 1US Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW IA Staff Initials: 2 -28-02 ..r.�:. !J.,..�a .. - ...x.:,:. v., ;s >.. ..t. a }...1i•..Y.:;:urn:. ^.i r z ~w UO J 3: �LL W O LQ N� = �W z H O W ~ W U� O co o1-- WW I— F- - O .. z W W 3: b z I PROJECT NAME: Mayy f ind, tyayn PERK t" NO:. b05 - Site Address - -- Original Issue Date' (110 REVISION LOG Revision Date i Staff i Date No. i Received I Initials Issued Staff Initials Date i Staff I Received i Initials Summary of Revision: o I Date Issued Summary or Revision: No. I Received By: I Initials I Received By: I Initials mi Received Bv: A C pease print) , Lt, / SrI/1 —f4 ./l1,Zl-/� .c Revision No.. Date i Staff I Received i Initials Date Staff I Issued I Initials :1 I Date Issued Summary or Revision: No. I Received By: (please print) Revision No. I Date Received I Staff Initials I Date Issued i Staff Initials No. I Summary or Revision: I Initials I Received By: (pease print) Revision Date Staff Date Staff No. I Received I Initials I I Issued MOMEMONNOMMONNN�� I Initials mi Summary of Revision: Received By: (please print) Revision Date Staff Date Staff No. I Received I Initials I Issued Initials Summary of Revision: Received By: (please print) z z � W D UO Cl) 0 W = U) LL WO L? � = W ? F— F— O zH W �� U O CO 0 F— WW L —0 z W U= O z T 1, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: h11p :11www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION `SUB , ITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -3 ZZI /0 Plan ChecluTermit Number: 006 3g � ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued MAR 2 2 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner pEMr CENTER Project Name: t . S I 1 ES( G2E 1.1 CE t Project Address: ( C Z 0 \ \Lz E S` j_ V,L�� Contact Person: 11Ci-«z T_yl1j-IC(C Phone Number: Summary of Revision- t ,: -- Et- fiA=A -H Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: OL Entered in Permits Plus on pp ications orms -app ications on tine\revision submittal Created: 8 -13 -2004 Revised: i_. ,a.._,..i.... Wt.. ?.: aa ; 44 .- .Xa;:�:i`' d.:l'xI>:F{u3ia'. '4 iia�:b Z ;= Z �w QQ JU tU 0 � W = H N LL WO 2� LLQ Cn a =w �_ z �. WO 2� U O- OH W u.1 Ir- W Z v= O Z ' City of Tukwila 4 r r Department of Community Development 6300 Southcenter Boulevard, Suite #100 W 1 Z '^ Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 -431 -3665 Web site: http: / /www.ci.tulcwila.wa.zis Steven M. Mullet, Mayor Steve Lancaster, Director .REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I L2 I b Plan ChecWPermit Number: D05 -3 80 ❑ Response to Incomplete Letter # ® Response Correction Letter # 1 ~ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name MARRIOTT RESIDENCE INN Project Address 16201 WEST VALLEY HY Contact Person: Michael Iyancic Phone Number: & Z 5) 4 S L- q ©o L - Summary of Revision: Sce MTtA G 1 - M - n 1 - o c:) r � W - 1 t-W E G,C� -I FL- .'� 1'x-1 G' i t,$ C . A.�J ©'e c�SS i tkG R �V t S rw: I:, t`I`EEMi RECEIVED W11 I Wr IV PERMIT CENTER Sheet Number(s): 5P x ITAC RM PLu M15L f G S!ASP — TS "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Id Entered in Permits Plus on Z Z 0: QQ� JU UO � J = F— N U. w O. �-J U- Q �D = �. W z H O Z F-- w W O W 0H w �O .. Z W v= O F- Z pplications orms- applications on line evision submittal Created: 8 -13 -2004 ' Revised: Look Up a Contractor, Elect or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License WILSOSC010CP Licensee Name WILSON & SHERRITT COMPANY INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601907337 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address l 12203 22ND AVE S Address 2 01/01/2002 City SEATTLE County KING State WA Zip 98168 Phone 2069330752 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 2/17/1999 Expiration Date 3/30/2008 Suspend Date Separation Date Parent Company Previous License WILSOC*032DP Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WILSON, DAVE G PRESIDENT 02/17/1999 SHERRITT, RICHARD VICE PRESIDENT 02/17/1999 Company COMPATORE, JOHN AGENT 02/17/1999 01/01/2002 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date GREAT AMERICAN Page 1 of 3 Z �QQ W� UO Cl) 0 co W W I— Cf)U W O UQ co 2 �W Z H H O Z H W LU �p U ON 0 H W W. �U g. 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