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Permit D05-207 - BASCO - TENANT IMPROVEMENT
BASCO 6750 S 180 ST D05 -207 City &� Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOulnvila.wa.us DEVELOPMENT PERMIT Parcel No.: 3523049095 Address: 6750 S 180 ST TUKW Suite No: Tenant: Name: BASCO Address: 6750 S 180 ST, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi AMC FAMILY LLC PO BOX 2720, PORTLAND OR MARK BRUUN 3611 SE 20 AV, STE 300, PORTLAND, OR BRUUN CONSTRUCTION P.O. BOX 42188, PORTLAND OR License No: BRUUNC *OOOOA Permit Number: Issue Date: Permit Expires On: I174TINT Steven M. Mallet, Mayor Steve Lancaster, Director DOS -207 08/10/2005 02/06/2006 Phone: 503 - 819 -4612 Phone: 503 232 -7106 Expiration Date: 10 /08/2005 DESCRIPTION OF WORK: DEMO INTERIOR WALLS AND BUILD SHOW ROOMS FOR APPLIANCES AND CABINETS. NEW CANOPY ENTRANCE. Value of Construction: $400,000.00 Fees Collected: $5,722.57 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: IIIN Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Z Z �w 2 D J U. U O: to O U) J F_ to u- w 0 u_ Q co = �w Z H O w ~ " W U 0 to O H w W. u. O ilJ Z, U= O Z doc: IBC- Permit D05 -207 Printed: 08 -10 -2005 O k 0 City oY Tukwila Department of Commut:ity Developn:eirt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D05 -207 Issue Date: 08/10/2005 Permit Expires On: 02/06/2006 i Permit Center Authorized Signature: t/l' Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this perr)i es not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construct /d '.orf O ma of work. I am authorized to sign and obtain this development permit. ! � Z � Signature: Date: i Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -207 Printed: 08 -10 -2005 Z W D J U. U O' Co o w= J t..-. N LL W O 9 J U. ?. co _. Z r`. H O W r~-. W U� O 0 F- W Uj . LL —O Iii Z U N r X; O Z �g City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3523049095 Address: 6750 S 180 ST TUKW Suite No: Tenant: BASCO Permit Number: Status: Applied Date: Issue Date: DOS -207 ISSUED 06/16/2005 08/10/2005 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: The special inspections and verifications for concrete construction shall be required. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 11: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated in the approved construction documents. 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. doc: Conditions D05 -207 Printed: 08 -10 -2005 z z �W QQ JU UO ND J � N U_ WO U. � =W z F. H O z F_ 25 U O cn .(] F_ W W LLO .. z W L) O z 1.906 8 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building Z inspector. No exception. H '~ w 16: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the j International Building Code and the Washington State Ventilation and Indoor Air Quality Code. _ v U O 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department N W of Labor and Industries (206/248- 6630). U _ H 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, U) U_ w O any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the co :3 Building Official from requiring the correction of errors in the construction documents and other data. w 19: ** *FIRE DEPARTMENT CONDITIONS * ** z 0 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the Z F- 2 5 following concerns: v o ON 21: Maintain fire extinguisher coverage throughout. 0 H w W 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot U "—" be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) O Z 23: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for tii co ~ commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic z fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) 24: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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) doc: Conditions D05 -207 Printed: 08 -10 -2005 �g Cit y of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating Z and /or adding sprinkler heads. (IFC 901.4) = i� 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate i �W flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) - o 1 � N n 32: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and w 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 U. O i Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila W Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) J Q 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and LL N w' #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire z O Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC w UJ 104.2) U� co 35: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) w ~ W W. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) U F- 0 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed Z U Co' description of intended use. O 38: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of Z such condition or violation. 39: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 41: Applicant shall submit plans for domestic backflow installation and irrigation deduct meeter upgrade with an ECR -WP refister as a revision to this building permit or as a separate PW Type C Construction Permit per July 22, 2005 letter from M-ark Bruun of Lorentz Bruun Co., Inc. to Public Works and $6,405.00 bond #21666017 to cover the above items. * *continued on next page ** doc: Conditions D05 -207 Printed: 08 -10 -2005 i City of Tukwila f9ce Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3 { 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 thpprformance of work. Signature: Print Name: /59 b W7— Date: Z W : C )O Cl) 0 CO w . J H . w O. I Ei U. d : F- W = z f- � �- o z ALI O -: W W H �. LL O LLi z U C O Z doe: Conditions D05 -207 Printed: 08 -10 -2005 N ILA. w as CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 1 00 Tukwila, WA 98188 I 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" 01 King Co Assessor's Tax No.: _RM Site Address: 1 "Soom -!S Suite Numbe r: Floor: Tenant Name: � CO New Tenant: ❑ ..... k..No Property Owners Name: re /6 Mailing Address-. '.PERSON Name:- Mailing 1 7 � E-Mail Addrcss: Apgy,@ C ''INFORMATION. (Me'kam61.C- ontractcir informifti6nb[L `G iNtRAL iack page yName: eo Address: - 3all City _ p Contact Person: Day Telephone: C),3 7 o 1 to E-Mail Address: M A-A 14- � , ().4J Fax Number: 503 :P, 3 .2 0 q Contractor Registration Number: 1 44 () Uvo►j C, coo 0 Expiration Date: /P /R kI a so 5 **An original or notarized copy of current Washington State Contractor License must be presented at th time _& permit issuance" Compan Mailing 1U p lans. ;must ewe a s mpe * A rchitect o - ecor 4 RD'-: wet st d ' `f 1k, , HITECTOF RECORD o d Company Name:. Mailing Address: Contact Person: E-Mail Address:- ENGINEER' OF RECORD - All by f Rec plans must .bewet stathped Engmeer.o. ecor City State Zip Day Telephone: Fax Number: Itily State Zip Contact Person: DALE T Z4L�t_x Day Telephone: 16,3 — 2,03 — c?J(/ E-Mail Address: — W UJW ' Wt I I 69 K Fax Number S :1, 3 0"1 L2_ t Company Name:- y Mailing Address: I �/ a_ s W 2M)ff g� Xua4-gr gw!j 50 2-0 W akvio az6- z qA\penniis plus\icc changcstpcnnh application (7-2004) Revised: 0 Page I bh : Z J_ Z W LLJ _3 00 Cn 0 C0 LU W = J �_ Cl) U_ W}0} LL co ) W 0 Z I-- W LU 5 O C1 W u i- H L) U_ 0 ui Z C0 3: Z BUILDING PERMIT INFORMATION 206=431 =3670 r =' rky ti t Valuation of Project (contractor's bid price): $ Y V 109 6 0(9 Existing Building Valuation: $ Scope of Work (please provide detailed information): K � !L� Will there be new rack storage? El.. Yes T.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: Compact: Handicap: Will there be a change in use? ❑ .... Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: (g.. Sprinklers R..Atttomatic Fire Alarm. ❑..None []..Other (specify) Will there be storage or use of flammable, combustible orliazardous materials in the building? ❑.. Yes !F!� .No /f 'yes ", attach list oJ'utatei•ials and storage locations on a separate 8 - 112 x l I paper indicating quantities and Material Safety Data Sheets. Z Z' J U. UO. CO 0 CO UJ J H CO LL W O J LL ?. S2 C% �W ZH 1.— O W ~ W U0 O N o l— WW H U. U. O .. Z W U C P M L L O Z q:k\p=its plusgcc changes\pennit application (7.2004) Revised 6-8.05 Page 2 bb Existing Interior R Addition to Existing' Structure New Type of Construction per IBC Type of Occupancy per C : - 1s.;Floor p © Q 27 . Floor 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: Compact: Handicap: Will there be a change in use? ❑ .... Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: (g.. Sprinklers R..Atttomatic Fire Alarm. ❑..None []..Other (specify) Will there be storage or use of flammable, combustible orliazardous materials in the building? ❑.. Yes !F!� .No /f 'yes ", attach list oJ'utatei•ials and storage locations on a separate 8 - 112 x l I paper indicating quantities and Material Safety Data Sheets. Z Z' J U. UO. CO 0 CO UJ J H CO LL W O J LL ?. S2 C% �W ZH 1.— O W ~ W U0 O N o l— WW H U. U. O .. Z W U C P M L L O Z q:k\p=its plusgcc changes\pennit application (7.2004) Revised 6-8.05 Page 2 bb 1l�ECHANICAL PERMIT INFORMATION 206 =431 3470 kx MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City stale Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Numbcr: 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: UnitT e: ' Qty Unit Type: t :Unit Type: Qty Boiler/Compressor: Qt Furnace<IOOK BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK 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 S stem Air Handling Unit I Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT APPLICATION NOTES Applkable� 6 all petinits,lin 4 hlls:aw6C' 4. 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 105.3.2 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 PERJ � BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Fi' �UT O AGENT: ,• : Signature: Date Print Name: U9_� ! �`� CcSb��t Day Telephone: c _0, � — Z3 )_ — 7 0 6 Mailing Address: �l / ,�� c 2 OR. /10 6 5_0 f 7 S00 City State Zip Date Application Acc / ep / ted: Date Application Expires: Staff Initials: q:\ \permits plus \icc changes\pennil application (7.2004) Revised: 6.8.05 Page 4 bit Z g 1 Z W t 2 JU UO (1)0 W J CO) LL WO La to � = a �W Z� H O W �5 U� O N. 0 H WW HC �O .. Z. W U� O Z ti :.. �g City of Tukwila teas 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 (206) 431-3670 Parcel No.: 3523049095 Address: 6750 S 180 ST TUKW Suite No: 06/16/2005 Applicant: BASCO Receipt No.: R06-00139 Initials: ]EM User ID: 1165 RECEIPT Permit Number: DOS-207 Status: ISSUED Applied Date: 06/16/2005 Issue Date: 08/10/2005 Payment Amount: 60.00 Payment Date: 02/01/2006 09:40 AM Balance: $0.00 Payee: STEVE SARCH TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------ - - - - -- Payment Cash 60.00, ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------------ PHOTOCOPIES/DUP SERVICES 000/341.690 2.00 PLAN CHECK NONRES 000/345.830 58.00 Total: 60.00 1914 02/01 9716 TOTAL 60-00 doc: Receipt Printed: 02-01-2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel, No.: 3523049095 Permit Number: DOS-207 Address: 6750 S 180 ST TUKW Status: ISSUED Suite No: Applied Date: 06/16/2005 Applicant: BASCO Issue Date: 08/10/2005 i Receipt No.: R05 -01695 Payment Amount: Initials: JEM Payment Date: User ID: 1165 Balance: 58.00 11/22/2005 12:26 PM $0.00 Payee: LORENTZ BRUUN CO., INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1229 58.00 i City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3523049095 Address: 6750 S 180 ST TUKW Suite No: Applicant: BASCO .Receipt No.: ROS -01183 Initials: LAW User ID: 1630 Permit Number: DOS -207 Status: APPROVED Applied Date: 06/16/2005 Issue Date: Payment Amount: 1 Payment Date: 08/10/2005 08:39 AM Balance: $0.00 i Payee: LORENTZ BRUUN CO TRANSACTION LIST: i Type - - - - -- Method 'Description -_ - - - 1. -- - - - - -- --------------------------- Payment Check 115416 1,486.71 i i ACCOUNT ITEM LIST: Description Account Code Current Pmts r--------------------- - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 749.52 PLAN CHECK - NONRES 000/345.830 487.19 PW BASE APPLICATION FEE 000/322.100 250.00 Total: 1,486.71 I ! 6004 08/11 9710 TOTAL 1486.71 1 doc: Receipt Printed: 08 -10 -2005 �g City of Tukwila z 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 u RECEIPT Parcel No.: 3523049095 Address: 6750 S 180 ST TUKW Suite No: Applicant: BASCO Permit Number: Status: Applied Date: Issue Date: D05 -207 PENDING 06/16/2005 Receipt No.: R05 -00888 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 4,235.86 06/16/2005 01:08 PM $0.00 Payee: LORENTZ BRUUN CO., INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 115072 4,.235.86 ACCOUNT ITEM LIST: Description Account Code Current Pmts ----------------- - - - - -- - - - -- ----------------- ------ - - - - -- BUILDING - NONRES 000/322.100 2,564.46 PLAN CHECK - NONRES 000/345.830 1,666.90 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 4,235.86 41.6 06/16 ?716 3't7�' L 42$ 35.8 ;, doc: Receipt Printed: 06 -16 -2005 INSPECTION RECORD R Retain a copy with permit 1414 INSPECTION NO. PER O j CITY OF TUKWILA BUILDING DIVISION {. .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Proje t ..7 : �^ � �d Type of Inspection: Address: Date Called: Special Instructions: Date Wan d: "" `_� / 4� p.m. Requester: Phone No: ii Approved per applicable codes. Corrections required prior to approval. i COMMENTS: l I t . I k i I t1nspec 6r : Date: I 8.00 REINSPECTION FE REQUIRED. P ' r to inspection, fee must be paid at 6300 Southcenter vd., Suite 196. Call to sechedule reinspection. 1 Receipt No.: Date: Z W: J U UO. CO) 13 W= cn u. w O. LL Q. cl) a �W S ZO W U� O N D H W Lu =U L ~O` LLI Z v =: O ~` Z... Project: =p: Type of I>.pection: Addr ss� Date Call d: Speual Instructions:. Date Wanted a.m. Requester: Phone No: Z �Z : W 7 UO CO) 0 CO) LU J = H CO LL W O Q ND CY �W Z� Z O W U �. O �, 0 H WW H� LO .. Z W CO) O Z Project: Type of Inspection: Addre • 7 ,,. ate Called: Special Instructions: Date Wanted: a. Requester: Phone No: C 9 M Z F Z . , �Q 1 W W U rn o CO LLJ J � CO) U. WO �J LL. Q = H W. ? H Z 0• UJ W V 0 O .0 H- WW U' �0 .. Z w U= O ~' Z ,�r�.�Sl'+��dr''rf1�.��R p}6 .i�,�,..Y "r.4r ..1" tdl ���Q��r {; � t ° s s .. c INSPECTION RECORD Retain a copy with permit �' INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION . . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Protect: Type of Inspection: I- Address: Approved per applicable codes. Corrections required prior to approval. fj) /a A"I pector: Date: 2- 7 A 47.00 NSPECTION FEE REQUIRED. rior to ins ction, fee must be p t 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. .eipt No.: Date: Z �Z _3 UO WX N W W O U. Cl) = a Z' t— O Z W �p U W W LL —0 lli Z C-) C0 0 (o Date Called: Special Instructions: Date Wanted: m. 1 G Requesters VC Phone No : Approved per applicable codes. Corrections required prior to approval. fj) /a A"I pector: Date: 2- 7 A 47.00 NSPECTION FEE REQUIRED. rior to ins ction, fee must be p t 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. .eipt No.: Date: Z �Z _3 UO WX N W W O U. Cl) = a Z' t— O Z W �p U W W LL —0 lli Z C-) C0 0 INSPECTION RECORD Retain a copy with permit INSPECV10N NO. PE 0 ` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of lrLspection: A � s2t Date Called: ---� Special fnstructio ns. Date Wanted: ,... p.m. Requester: Phone No: Approved per applicable codes. n Corrections required prior to approval. j - Receipt No.: Date: Z -Z 1i W W JU U CO J = 1- to W Wo LL Q = F- W. Z Z O 5 U0 O - OH W W. �O W Z. U =, O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7 INSPECTION RECORD Retain a copy with permit 6 07 INSPECTION NO. P ER 01" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Insnectio I I Q P ?�- Add s: 5D -S , 1 1 0 - 7 Date Called: t ( ( Special Instructions: Date Wanted: Requeste Phone No: 5,0 Approved per ap icable codes. WIM z I Z . Z 11.1 JU 00 (no ca W UJ 3: -J �- ca U- W 0, U- S2 a 3: f .- W Z F. W 0 �-p LU C3 :0 S2. C3 WW Z ed Z L) CO D Corrections required prior to approval. S t INSPECTION RECORD Retain a co with ermic �� 2-M INSPECTION NO. f PY P WEN R CITY OF TUKWILA BUILDING DIVISION l y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,4 L; Pr t: Type of Inspection: r Addre I ' 5 Date Called: Special Instructions: Date Wanted: ri1. RequeS.ter: Phone No: q - -533 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: IL z ' t 1 Receipt No.: Date: Z �Z �W J 00 CO W_ N LL W � a. to �. �W Z H F- O Z H c W G 5 U� O N W W. 2 i— LL Z tll U= O Z I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7. 77 INSPECTION RECORD �"'a� 1. Retain a copy with permit INSPECTION NO. q, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prp]jlqct: C.0 Type of Inso-ution: �t;'_ I _. Add ss' . 575D �r I � 0 Date Called: V/7 Special Instructions: Date Wanted: (P Requester: Phone PNO: o � 73q-00?S_j S. D Corrections required prior to approval. /01 Inspector: Date: F� $58.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to secheclute reinspection. Receipt No.: Date: Z Z W C Co cf) W UJI U) LL W O 2 �� 9-1 LL 0 F. LLI 'M P 0 z W W , O) 0 C— LL, U s LL O� Z Cf) 0— px� 0 ,z f INSPECTION RECORD Retain a copy with permit x INSPECTIO NO. PE N ' x CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: Type of Inspection Addres . Pa te Called: Special ns 'ructi ns: Date Wanted: a.m. r Requester: Phone No: n Approved per applicable codes. ❑ Corrections required prior to approval. Receipt No.: Date: Z LU J . J U' UO CO CO) J Co LL W O. LL �... W Z I— O W W UC3 O N_ .0 H W UJ H L O .. Z. U N. 1= Z O Z ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7 77 �To 7. INSPECTION RECORD Retain a copy with permit oZ J � INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 431-3670 P"Plect: Type of lnspectiop,;.-- I A cLtdres s Date Called: o t ' 5ir" Special Instructions: Date Wanted: rb M. M. Requeste Phone No: 0 —7 --'�' Le n ADnroved ner ar)Dlicable codes. M Corrections reouired nrior to annroval. COMMENTS: 7 Inspect Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: z z IY UJI L) 00 CO) W LU J 0) LL W O J. U. U) F. UJI z � 0 — z �-' W 5 co .0 LU L) U- 0 til z 0 z I:. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 roject: Type oL Inspection: Address: ^O LQ �Sf [ Spetial Date Called: M Instructions: Date Wanted: [ 0 P.M. I nJ ,Cl ( ✓� Requester: L , (1 o�� t ✓ r- &J C- Phone NZ Le J F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: r te y 5 �a _(0 I nJ ,Cl ( ✓� + e (1 o�� t ✓ r- &J C- 1n J ns ector: _ uate: 1 D I T O 58.00 REINSPECTION EE REQUIRED. nor to inspection, fee must be aid at 6300 Southcente Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: S . Z �Z t~ W �U UO. CO O WH to LL W O �5 LL Q. to 2 CY �W Z 2 H F— O Z H a I._ 3: H� LO .. Z w CO) �- H Z e ,.._..a .: -.. ro::•ro. >.a • —..r .. ,,..,- ....,..art. + . 4_ , .. �>. .,. .pw l 4A, INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr6 a t: Type of Irytpection r 7 Ad Tess* Date Caile Special Instructions: Date Wanted: I , rn, lollof �S P. Requester: ` 1 Phone No: D Receipt No.: Date: Z Q � W. JU U O 0 W= �U- WO �a to CY W F- O W �5 U O co D H WW LL F- Z: L11 CO) , O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic INSPECTION RECORD 00 z 4 7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park Fast. Tukwila. Wa. 9R1 RR 7nr- 57 1 ; -44n7 Project: a c, S C d Type of Inspection: .�r r'-` G ; el S Address: Suite #: 7 L� S )?4 f i 0-7q1'�Lc7 Contact Person: Special Instructions: Phone No.: Permits: .1 aG 3" Z - Z 7.0 , Cc [2 per applicable codes. FICorrections required prior to approval. COMMENTS: ,.ry h Needs Shift Inspection: S rinklers: Fire Alarm: Al Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: Inspector: 5 t , 5 Date: His.: V aid $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reins ection. Receipt No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z Z. ' w � �U UO CO co W J � S2 U. W 0 IEj Ej LL co = CY �W Z 1 - 0 LU U� ON ❑ F- W W H C.) LL 111 z U =, O z INSPECTION RECORD YJaS° 2.o`7 Retain a copy with permit n �r- S - / 95? INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206 -575 -4407 Project: / o (,c� �a cl Type of In pection Address: # C ntact Person: Suite #: G 70 S Pre -Fire: Special Instructions: Phone No.: FI Corrections required prior to approval. S -4 Approved per applicable codes. COMMENTS: Needs Shift Inspection: s- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -�;7, Date: Z Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a d at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 E i. z �z '~ W � JU UO Cl) W Z. N LL C WO G U - N D =d �W Z �o z 1-. 25 U� O Cl) o F- w U ~ O .. z W 0 H O Z ! INSPECTION RECORD (Jo, 2 ' I 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 Ins ction: Address: C ntact Person: Suite #: 6 Q,G4 Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A4 �'(el k e,�7 ro Ir -e ea-' ':' -- 4, id awy"�� Needs Shift Inspection: � ,. Sprinklers: Fire Alarm: I Hood & Duct: Monitor: Pre -Fire: P rmits: Occupancy Type: pectorj Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 i i ! i i .. i i i ! i z ' z ~ W JU UO N J F =.. W LL WO J U. j. d =W z� �- O w �5 U� N Q H WW H � U- ui z O ~. z mc CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND: (425) 823 -9800 KIRKLAND, WASHINGTON 98034 FAX: (425) 823 -2203 June 21", 2006 Cert No. 05 10- 18 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Basco Project 6750S 18 Permit N "05 -207 Dear Mr. Larson: SEATTLE: (206) 525 -6700 EVERETT. (425) 259 -0817 lq � t c' ' k l$b 04 oR ry This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Reinforced concrete cast in place for entry canopy footings eastside of building, canopy step walls and plinths 2.. Epoxy anchors for canopy All work only as inspected and reported conformed to Tukwila Building and Land Development approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. `Our last report is dated 10 -12 -05 and is number 1.20822. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. Foot President U R $ 11/30/2005 14 :50 5032038122 WDY INC 4 , PAGE 01/03 f, �r) �; 7, W — * A ww t Structural •Civil Engineers Transmittal To: Lorentz — Bruun Construction From: Dale DiLoreto, P.E., S.E. G Date: November 30, 2005 Job Name: BASCO Tukwila Attn: Steve Sarich Job No.: 05018.40 cc File 05018 transmittal 2005- 11- 30.doc Re , 6750 South 180 Street Tukwila, WA i d I We are sending you the following items: O Drawings (originals) ❑ Drawings (copies) 0 Report ❑ Proposal O Calculations O Specifications ❑ Letter ® Sketches l O Other 1 111a: ® Fax 3 pages Incl, cover O Messenger_ ❑ Mail O Express Delivery These items are: O For approval ® For your use ® As requested C1 For review & comment Attached: Copies Description 1 . SK -C Lateral Bracing Layout Remarks: Steve, Please call if you have any questions. .Thanks, Dale 11K. RE 1D ICJ BUILDING DEPARTMENT 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.e111 • fX: 503.203.8122 • WWW.wdyl.com STRUCTURAL CALCULATIONS for BASCO TENANT IMPROVEMENTS TUKWILA, WASHINGTON JUNE 14, 2005 Ceiling Clouds (REVISED 10- 20 -03) (REVISED 11- 30-05) DESIGN PARAWIETERS: 2003 IBC tlAtit me too • Structural - Civil Engineers i r WDY INC 1sG,0 Canopy Dead load 15 psf Livc load 25 Psf per 1608.1 Ground snow load, P 20 pd Flat -roof snow load, P 25 Ef Snow exposme factor, C 1 .0 Snow imporm= factor, I 1.0 Thermal factor, C, 1.0 Floor Dead Load Retail 20 jesf Floor Live Load Retail & Common Areas 100 vsf Wind Basic wind speed 100 mph, 3-sec gust W importan= factor I,. 1.00 Wind exposure B N -S - C E -W Internal press= G +1-0.55 Seismic Ma ed spectral response, S and S, 11 .394 and 0.476 Site class D Seismic importance factor i 1.00 Spectral response coeff S and S 0.93 and 0.48 Seismic design catc D Basic seismic force resisting system Bearing wall system Design base shear N.A. Resvonse modification factor R 5.5, N -S; 5.5 E -W Seismic response coeff. C 0.17,N ; 0.17 E -W Analysis procedure used I Equivalent lateral force CONTENTS: ` STRUCTURAL CALCULATIONS .................... 1 to 24 Revised Odculet ms ............. ............................... ! to 2 RECEIVED Sketches ......... SK A to SK -B Lateral Bracing Layout SK-C +� Q DEPARTS NT 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland. OR 97221 • ph: 503.203.8111 • fx 503203.8122 • www.wdyi.com A z Q 2 Z J U U 0. Co CY C0 w J I C0 w 0 . Ei U. _. = a F- O Z I— U �: ON 3 z w' ti 0 . - Z co) H � O Z 1• 1 Z • r .%.— , 'A X d4- m .: . . . . . . . . . . . - CD 1• 1 Z • r .%.— , 'A X d4- m .: . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . . . . . . . . . . - -L,-.\a r'�Z I dA an I rA c o Olt NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . . . . . . . . . . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 t 5 i rUr r . LUtJJ ll:l. J4 :JCIJLC1J01LL WUY INC PAGE x,11 el WDY To: Lorentz — Bruun Construction From: Dale DlLoreto, P.E., S.E. 1 -206- 248 -1867 Date: October 11, 2005 Job Name: BASCO Tukwila Attn: Steve Sarch Job No.: 05018.40 cc: Peter Stark (via mail) File: 05018 transmittal 2005 -10-17 2.dgc Re: 6750 South 180' Street Tukwila, WA We are sending you the following items: ❑ Drawings (originals) ❑ Drawings (copies) M Report ❑ Proposal ❑ Calculations ❑ Specifications ❑ Letter ® Sketches ❑ Other _- Via: ® Fax 1 pages inct cover ❑ Messenger_ ❑ Mail ❑ Express Delivery These items are: 0 For approval 0 For your use MI As requested ❑ For review & comment Remarks: Detail 3 /S4: At the contractors option, 45 degree 362S162 - bracing studs splayed four directions at with (3) #8 screws each end may be substituted for the #12 ga. lateral bracing wires noted in detail 31S4. L I L Ir 1 -"i►o Plan review approval Is wbJect to errors &W anialpt� APPreval of construction docau9t does not 4U #Wft Ow violation of any accepted oade or of approved F- .: '� and is �ot�etrgtAllt; B Y Date: — /I RECEIVED CITY OF TUKWILA NOV 18 2005 PERMIT CENTER _ qty of 7ukwua REVIE MP LIA FOR BUILd3ING DIMON CODE COMP r ^'0� N O NOV 2 2045 V IV d ,ity Of Tuhivlia .r► �I.r� 84A3 M Beaverton - Hillsdale Hwy, suite 210 - Portland, OR 97221 • ph: 503,203.8111 • fx: 503.203.8122 • www,wdyi.corn Z v0. to o J H to LL LU O LL ?. co = d, W Z H Z� 25 0 O N. a l— W W H H LL O. W Z U2 O Z „, . :1 WDY INC PAGE 02./@F-. Structural • Civil Engineers STRUCTURAL CALCULATIONS for BASCO TENANT IMPROVEMENTS TUKWILA, WASHINGTON JUNE 14, 2005 Ceiling Clouds (REVISED 10- 20 -05) DESIGN P'ARAMET'ERS: 2003 IBC ,� o f w D r.� U) r >:��ptls�s 1 -?,�11 Can Dead load 15 1DSf Live load 25 psf per 1608.1 Ground snow log P 20 p sf Flat. -roof snow load Pr 25 psf Snow ex sure factor C, 1.0 Snow im duce .factor, 4, 1.0 Thermal factor C, 1.0 Floor Dead Load Retail 20 2sf Floor Live Load Retail & Common Areas 100 sf Wind Basic windspeed 100 m b 3 -sec gust Wind importance factor, I,, 1.00 Wind exposure B, N -S ; C, E -W Internal preswe coeff GC Seismic — + 1-0.55 M tral response, S and S 1.394 and 0.476 Sitc class D Seismic importmee factor, IE 1.00 Spectral reapmm coeff., SDS and S DI 0.93 and 0.48 Seismic design category D Basic seismic force resisting system Bearing wall System Dcaian base shear N.A. Res once modification factor. R 5.5, N -S; 5.5 E -W Seismic r2ponse coeff. , CS 0.17 N -S; 0. 17, E-W Analy p rocedure used Equivalent lateral force CONTENTS: STRUCTURAL CALCULATIONS ....................1 to 24 Revised Calcul ations ............. ............................... l to 2 Sketches .............. ............................... SK -A to SK B 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 •1k: 503.203.8122 - www.wdyi.com z Z w � D 00 CO 0 w� Cf) L w 0 J LL j. c d . F-w z z O �O 0 D I-- w O z N b H: z ��+ -�. �� JtJJGCJJOIGL WL1Y 1NC PAGE 03./06 = DY 1 Structuril Civil Engineers Job Nam e: Job No.: C��o1 i S No; /- Client: �'iE�1� S AZ<IGH Date: � 6Y: S q�l I - �LENG�.hI � ..12.E �, a .__- _..__I. .. '.-- ^� • -�__.. .- •- -..w. _ I 1 � .Cs►t�P ;_._._ - - -- ;..._ _ _... &>al�� '`...µ7•S.. ........ _ ' -- ... '...._ - -.. �.._. i_ "- -M?�, scc ►�'+ /�"�.Iq[�K �vu��- M ►s � >l, o � .. �� A , 2 a IN LL Z � -43.. ..__. 1 133 /..4 -._. - ze>s - -. _. ....... 72:2 SG 'r _... -... '3 ...._ -- 1 �. SV�Peai r� vu _ c,l • '....1 ��'�. �.. L L ley P dz;W� S►.op- MINA n .= ......... . s t"Z Z5 SST 4 ...._5.1� ... . 1 - 2 - IS Ifl 3 43,►., pro = .( / CAS t�� .~.43 �� S = »� „�� � = ?•� �>v - �'-"_`-'— Z = Z uj UO co 0 w� �U w U - N = =a �w z �. wo III op U O -- .o H. .w w H U' h- iii Z. z i 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 , 1x: 503.203.8122 • www.wdyi.com _.. ..v. ..u�..+ W. uLj WDY INC PAGE 04106 �W DY Job Name: �� J No.: t $ Sheet No: Client: ��"E�16 �.13 D at e : By: SA LA I ....... ,. .__��- tie.. ...._ ..... .. _ ...._.... • _ .. ._..: .. ' - flelw .Ta .... ....:.... '.�..db�P'. �- - . _._._. _._......... _....�. ... ... .. ea ,M = .s-�v {.�► .1��. x.....11 �._. �...:....._.�......... -- ...:---- ............ i 6443 SW Beaverton- Hillsdale Hwy, suite 910 • Portland, OR 97221 - ph: 503.203.8111 • Ix: 503.203.8122 • www.wdyi.com Z ,. u� 5 UO CO 0 W = J � cl) U _ w O � d. F _ W ZO. W W s U 'O cf). O H w W. 0 u. Z UN z �' ..u• ��u.•+ +W • Wu JgJLrIJ Ol LL I WDY 1NL PAGE 05x`06 0 J V •c , 1" 0 C' r r j v, .lob Name: BASCO - CEILING CLOUDS Date: 10/20/05 Job No.: 05018.40 Drawn: SAW Client: STARK DESIGN Sheet: MII SK-A 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 ph: 503. 203.8111 tx:503,203.8122 www.wdyi.com 0 2005 -Wor, Irc. Z �Z W QQ JU U O UD W = R— f!1 LL WO U_ Q U = CY �W Z f- F- O Z I` W w U� o - o�_ W L L w Z 0 To: Fire & Building Inspectors From: Jack Mitten Date: 12/2/2005 Re: Basco Display /, Sir, The proposed use of the live gas appliances installed in the BASCO showroom is primarily to allow consumers to compare a burner's flame pattern and simmer capability from one brand to another. Since there are a variety of performance choices, consumers feel more comfortable making a final decision when they can see for themselves. No more then three ranges will have more then one burner on at the same time. The ventilation system, hood fans that are being shown in live application are to demonstrate the performance and the noise level that each hood produces. The noise issue in particular is one of real concern to consumers and, since some of these hoods can get expensive, they want to know what they are buying. This showroom is being built to give the builder, architects and designers a place to bring their clients and view product in an actual kitchen setting. Cooking will be very contained and consist primarily of manufacturers reps demonstrating their products from time to time. This will not be a daily or even a monthly occurrence, but a rare occurrence. There will be no grease laden food prepared on the equipment. We want to keep these products looking sharp, so most of the cooking will be done in ovens. Employees will not be using these products to prepare meals for themselves. This is a showroom, not a lunch room or a cooking school. If you have any questions feel free to contact me at any time. Jack Mitten BASCO Sales Manager RECE IVED 6750 So. 180` St Kent, WA. 98188 DEC 0 2 2005 (206)352 -2726 BUILDING DEPARTMENT 1 z �Z '~ w o QQ C 2 JU UO W= J H N LL w 0 ND = �w z F- 0 w H- w U� ON o t- w F- L z ui U =: O z FIELD CASCADE TESTING LABORATORY, INC REPORT No 1 Zd 8 Z f No. 54739 .r 1 s TESTING & INSPECTION 0M...4 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 99034 �1�'A QQ00 EVERETT .t`� �j/ COMPRESSION REPORT NOV FIELD TEST DATA DATE 6- l - 0s CERT. NO. OS/ D- /8 OJECT 64 C do .LOCATION / 7k BLDG. PERMIT NO. OWNER WEATHER _ _ OJ ,t'IZ C S/ TEMP. AT AM S0 1 ASTM C -1064 T ENGINEER 6AL,E J Q1L6n, ARCHITECT CONTRACTOR O Iunl co NS , TRUCK SAMPLED TRUCK TICKET NO. AQ ?_8 MIX NO 2600 R TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC I AIR / o -/ C.A. " x8 12--S7 C.A. 4 1 3 S90 C.A. / -9 2$ 1 FINE AGG. / B 65eo aATCH DATA FOR CU. YD. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT AREA (SQ.IN) TOTAL LOAD STRENGTH PSI FLY ASH �s a9 1( ) -12- / o -/ C.A. " x8 12--S7 C.A. 4 1 3 S90 C.A. / -9 2$ 1 FINE AGG. / B 65eo WATER TOTAL // -9 Z8 — AIRTEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 _ EQUIPMENT USED I.D. — SLUMP CONE CSLC00 THERMOMETER CCOTHO AIRMETER CCOA10 OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH On Site Cure Method ' e CYLINDER NUMBER DATE MADE DATE TESTED AGE. DAYS SIZE AREA (SQ.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK �s a9 1( ) -12- / o -/ x8 12--S7 62o qo 4 1 3 S90 / -9 2$ 1 $dJ 65eo 9 // -9 Z8 74gya (cj aO CONCRETE COMPRESSION MACHINE I.D. #CGOG000 I ASTM C -1231 SAMPLING IN ACCORDANCE WITH SAMPLE P/U DATE 10 3 TEST METHOD c--39 ❑ ASTM C-617 APPLICABLE CODES & SPECS. SUPPLIER cO / t G CEMENTTYPE T -- CU. YARDS PLACED `f AEA AF '70 6 .0 O Z- ADMIX. � CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES C�/VQ ,S7ZI bt4Z L s dr OqL iiV TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED, THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, WITH - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. I INSPECTOR SIGNATURE REVISED 8104 COPIES T0: SIGNED BY ldla Z �Z '~ W 00 CO to w J H CO) LL-. W O. IL. = W I^ _ Z F - Zo W UJ 5 Oco 0 H WW H F_ LL W U= 0 z ATTN: THE FOLLOWING WAS NOTED: ;N7 CASCADE TESTING LABORATORY, INC. TESTING 8, INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT X42 ^ COMPRESSION REPORT OC j ' ,9 8 ;I FIELDTEST DATA AIR TEST METHOD: I❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 — EQUIPMENT- USED..I.D__- _.. ---- _ _ —.- -_. _.....__._.._._.... -- - --- -• - -_. SLUMP CONE CSLCOO THERMOMETER CCOTHO AIRMETER CCOA10 OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH FIELD REPORT No. 1 L d rg z- l No. 54739 DATE 10 -1 Z _ CERT. NO. OS/0 JECT ,Q �lJ dO CATION 7 SO S /807 BLDG. PERMIT NO. OWNER , DOS Z o� TEM WEATHER � _ _ TEMP. �`' AT AM J O AT ENGINEER E ME ARCHITECT CONTRACTOR 41(4f kfAl codd7 % TRUCK SAMPLED 09 TRUCK TICKET NO. 1,S3 Z8 MIX NO. 2600 R TIME SLUMP ASTM C -143 off, AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEM ASTM CONC I AIR I : ©o s"o x 8 l 2 .5 7 C.A. C-so Sd 590 C.A. / -9 Z$ FINE AGG. 139 BATCH DATA FOR CU. YD. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT AREA (SQ.IN) TOTAL LOAD STRENGTH PSI FLY ASH 9589 10-12- /a-/9 x 8 l 2 .5 7 C.A. y 9YG 590 C.A. / -9 Z$ FINE AGG. 139 , WATER----.--.-. - //_9 TOTAL On Site Cure Method 'eM CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ.IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 9589 10-12- /a-/9 x 8 l 2 .5 7 0� -o�-lb y 9YG 590 / -9 Z$ 9 s� //_9 7-8 9592 // - Zg CONCRETE COMPRESSION MACHINE I.D. #CCOCOO<) ASTM C -1231 SAMPLE P/U DATE /1 TEST METHOD r— ❑ ASTM C -617 SUPPLIER C ' i e- /y CEMENTTYPE AEA AZ 2D G •0 D Z ADMIX. CAC12 ->g' % DESIGN STRENGTH j V d e PLACEMENT AREA & NOTES C.WA Q P S, /; "Z LJ `El DflL 6V 7 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/04 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY S T _ _zz SAMPLING IN ACCORDANCE WITH APPLICABLE CODES & SPECS CU. YARDS PLACED Z `I z Z. '~ w 00 CO J H cl) LL w U_ co :3 =d �w z F- O W ~ L11 � Q U O N 0 F_ w H H LL w UN p: 3: O z ATTN: THE FOLLOWING WAS NOTED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 9803A """' - - """"(A25) 823.9800 EVERETT (425) 259.0817 COMPRESSION REPORT Q FIELD TEST DATA WKO M NT FIELD REPORT No. No. 5 44 82 DATE CERT. NO. ROJe OCATI C N I 7 PERMIT NO. OWNER TEMP. ASTM C -1064 CONC I AIR WEAT R TEMP. AT AM o r M ENGINE IARCHITECT ro CONTR T R �� cin C TRUCK SAMPLED TRUCK TICKET N MIX N TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC I AIR .3� t o _ C.A. ro C.A. rr 1 FINE AGG. AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT-USED I.D. - ,� SLUMP CONE CSLCOO THERMOMETER CCOTHO AIRMETER CCOA10 OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH BATCH DATA FOR cU.YD. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT - • • ••� FLY ASH C.A. C.A. C.A. FINE AGG. WATER aL TOTAL CYLINDER NUMBER �• �• .• - • • ••� CONCRETE COMPRESSION MACHINE I.D. #UL;UCiUUU f ' SAMPLE P/U DATE 1 TEST METHOD C - 3 2 SUPPLIER r--O J 0 -VA-A CEMENT AEA ADMIX! I L - 2 /— CA c12 STM C -1231 SAMPLING IN ACCORDANCE WITH AST M C -617 APPLICABLE CODES & SPECS. zf ;r I C U. YARDS PLACED Z DESIGN STRENGTH PLACEMENT AREA & 4 4L l/ REVISED a/04 SIGNED BY COPIESTO: Z ;H Z �W QQ� JU 0 U to w J = H T W WO 9-j IL Q co _ d W Z= F- O Z F- W 5 U� O co o�- W I— LL O wZ U= O Z I ATTN: THE FOLLOWING WAS NOTED: U 20n, TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, IT - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY INC. INSPECTOR SIGNATURE CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 ATTN: F REPORT No. No. 1 G 0822 DATE CERT, NO. PROJECT -4 AS L 6�So S ioo'�Cr- BLDG. PERMIT NO. OWNER C0 +L- 6 d S - 2. `) �' vE M �N U(/ � L rY WEATHER ! TEMP. AT M Q v'E e- � J j AT PM CONTRACTOR I IM -M - 70 I INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEUMASONRY 2 OTHER f P6 — RESTEEL ONLY _ STR.STIWELDING — STR.STIBOLTING (3) ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES DRILLED PIERS -- FOUNDATIONS _ SLAB _ COLUMNS WALLS — BEAMS - - -- ( LOCATION (AREAS) CONCRETEIMASONRY MIX NO DESIGN STREN SUPPLIER TOTAL CU. YD. SLUMP (INCHES) SPECIMENS CA AIR CONTENT ( %) SEE CYLINDER _YES _NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ J %.i REMARKS: /tilLll ✓ /TG�/!CD �. ✓.tT�( GI�T�a�V Of E 'J.lr �Nr'NO ?(. 1 06Z = r aJ,6/}',O/rll- fO mb A 7 /A -� G G� i ✓�� I,sIIT/� ��/t + c�llGI,S/ -� t ��C�Xy Gti.� 't/Jl'GT�'� rNT6 �ll�� �.S �f 754�c Wee d u T t A G L iW M . TCU /,STi 11, , GtQ T1e1V , TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 7/05 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY T Z �_- Z �W JU 0 cl) J = i-- N W WO LLQ U D _ d �W Z = H ZO W W U� ON O F-. W W O Z U= H m Z FIELD REPORT 1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 FIELD REPORT i . IW A �- =�� J�,� gm I�- ATTN: (2 INSPECTION PERFORMED X RESTEELICONCRETE _ RESTEEL ONLY _ RESTEELIMASONRY _ STR.STIWELDING OTHER _ STR.STIBOLTING PREVIOUS REPORT No. 120821 DATE CERT. NO. i o - r2 - 0s 0s - ig PROJECT .c _ N wF, LOCATION 6 d d 6 7 ,2,c> Dvto -d.Sr ENGINEER 4RCHITECT 70NTRACTOR (3) ITEMS INSPECTED _ FOOTINGS TEMP. AT AM AT / / FOUNDATIONS ._ SLAB _ AUGER CAST PILES _ COLUMNS -- DRILLED PIERS WALLS BEAMS - — ( LOCATION (AREAS) 6 W * V O) 1 f lrl ° .._ CONCRETEIMASONRY MIX NO. S Z 6 0 d A J J SUPPLIER Q tZ L i SS r it SLUMP (INCHES) • AIR CONTENT ( %) S-00/0 DESIGN STRENGTH (f'c) V TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO. I x YES _ NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS I REMARKS: e.� J�GJ7FT� Lf/iLf �G� G c"CJ / LJ7 !/! T� `�' I�.1 Iig 74 �1 L`l /�� /Y /C. L. L �• il TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED �J L BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR SIGNATURE REVISED 7/05 / SIGNED BY COPIES TO: I4 z Z � W UO 0 W= H CO LL WO LLQ fn D _ 0 F. W . Z I- H O z H W W D ON �H WW H C-5. LL O z W U= O z TESTING LABORATORY, INC. TESTING & INSPECTION 0:: 1 CASCADE 12919 N.E. 126TH PLACE PREVIOUS a KIRKLAND. WASHINGTON 98034 (425) 823 -9800 REPORT No. No, [. L EVERETT (425) 259 -0817 EVERETT (425) 259-0817 DAT DA7 �� CERT. NO O S �E Fl aD REPORT P OJ T o �.J LOCATION OO� To. . Ql BLDG. PERMIT NO. OWNER W� O TEMP AT i r PM p in ENGIN E ARCHITECT ATTN: CO T7 CTOR /J L INSPE ON PERFORMED (3) ITEMS PELTED _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY FOOTINGS _ SLAB — RESTEELIMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS -- OTHER — STR.STIBOLTING DRILLED PIERS — WALLS -_. BEAMS ( LOC N REAS) va o e2s4f�! CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) t SEE CYLINDER REPORT NO. �J YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS i ; TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 7/05 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO: C1NS .____ Z �W D UO co D co Ill J = H CO W WO LL N CJ = W Z �.. I- O W �5 U� O N � F- W Hp u. O .Z w UN p _ O Z uts /ltd /05 10;49 FAX 2082481887 ELECTRICAL DISTRIBUTING QJ001 ! CITY OF TUKWILA " BUILDING DIVISION 2003 Washington State Nonresidential Energy Code Project Info PrgectAddress A S C p WHOL6 , av - �v ✓ � �� r Bulidlnp oeparbr+e�}f OF TU JUN 16 Applicant Name: cardAddrem v f!/� 20 PF +f� /tiz- • �- 1`�Ga�t PERMIT GE Appinnt Pflorb: D .., p . Project Ded3cdription Q New Building 0 Addllfon testm ❑ Baas Included Refer to WSEC S2cVo 1513 for contm end commissioning requirements, Compliance Option 0 PrescrWtve 1NqLLlqhHnq Parer Alvwanoe O Systams Analysi (See Qusifi"tion (over). indicate Pma iptiva A LPA spaces dearly on plans.) Alteration Exceptions 0 No changes are being made to ft fighting (check appropriate box) [] L*st than 80% or the hxhlres am rww. and Insbr-ed Ilghling wattage is not being InmeaW Maximum Allowed Liehtine Wattaee (Interior) Location (floorAoom no.) Ooclipsnc y Description Auowad Vysyu or W Area in It Allowed s Area S 11 6V F3 ?I ZZ2 9 (o k forged �!t?�i al Covered Pzldna 4lr 0.2 vinn' (standard paint) " From Table 15-1 (over) - doeeananf a! exoeplions on farm LTGLPA Total Albwe tta Zqz 9 Mtes: 1. Use manufacturses tilled maximum Input wattage, Far hard -wired bottasis only, the default fable in the NKC Technical Watonce Manual may also be used 2. Include exit Ighfs units less than 5 waft ow ire• Proposed Lighting Wattage (inter!V* all fixtures. For exempt fighting, not eirceptIm and leave t/ir nsiTburs: blank. I.anllon Numaer of waft/ Watb [floor /room no.) Ftxtue Desadpdan Fudurea Fbft" Proposed S�s� x'OK* SO ty A o Fair/ 2 r- C- d 2oU Total Propmed Watts may not ennead Torsi Mowed Wstta fm Interior Total � Watt� Mamirnsuns Allowed iivhlinw Wattace MuteAnel T nnlr F NOW Mr DYOOUrg exifnor, Q1oo61 80nNT UM 11G*%M 1R0 raw i qp &IW WWMWF r"OVILMU, wa nvc wUT/ � �•a• ��r..w...o..� We mrgr kMd mx*num spur wattaps. For nxolren mat ha Prnnnapd T.ipl i inar Wattave (F- %teriorl 11% default table in ft NREC TedW*W Mwenee Manual may also bbl used. ILA r 7� Location Fatwe Description Ab*wld Webs ,q y AIIws tta Lccativn asulplion per it' w per Il (o k forged �!t?�i al Covered Pzldna 4lr 0.2 vinn' (standard paint) N A Comed Palwhill 0 3 W/It (relectivo paim) Open Pand g j(, 4 0.2 Wilt Out oor Ares 02 Vtrne' Bldg. (by tarade) 035 VW t' Bldg. (by perim) 7.19 VW1 JAI NOW Mr DYOOUrg exifnor, Q1oo61 80nNT UM 11G*%M 1R0 raw i qp &IW WWMWF r"OVILMU, wa nvc wUT/ � �•a• ��r..w...o..� We mrgr kMd mx*num spur wattaps. For nxolren mat ha Prnnnapd T.ipl i inar Wattave (F- %teriorl 11% default table in ft NREC TedW*W Mwenee Manual may also bbl used. ILA r 7� Location Fatwe Description MW"dr of Fwtuw Water/ Fbmxe Watt Proposed 4lr N A Total Proposed Watts may not ezrAnd Total Aflo Wass far Exterior Tola Proposed Watts b051W207 2•d I9GG- Z68 -05E gg2nej A -tier eal :so so iE ReW z z �W v0 In o J FF- tn W WO J LL? � = W z� W UJ U� O� .0 WW F- �. IL — 0 Iii U= O ~. z uuntd/05 10:50 FAX 2062481867 ELECTRICAL DISTRIBUTING ®002 2003 WasMn toes State Nonr"Wenlial Eft my Code Compdance Form �Li qhting Summary (back) LTG-SUM wuM%br� Bleb NOrwaawWe E1M�t Oraf.OMrafIMrO! Femr. Wwud Jk4 ski Prescriptive Spaces occupancy: O Wo mhouses, storage areas or airo*A tewrags hangers 0 Other QnaUfi Checklist u� Ftxturus: clr ectk here If at least 9.51,4 of f tuirw in the spats meet at tour aiteda; Nair. Micy ty}a Y uhar and rWure a-w is efroobe, ale number of Mt du s In 1. Fixtures are tluorsccent, Morrknsed. with only one or two tamps, and the apaos k4kare kfu a se spOCSS on puri><, "not net milted �� e:l Cars. we T•1, T-2. T-4, T -•', T-&, T-8 3. Lamps are '5.50 Waus, and ot 2. quetKred, do LPA Carcutaliana. 4, galleahs are electronic ballasts S. Exll lights c 5 watlsrnature G. Screw -In compact fluorescent fbxtures do not qualify K 1 ABt.E li-1 Uf11R LI i1 r uwer Aif01Mi11CB tLPA Use LPN' /s Use PA !a Painting, Idl . a machine sh .3 dice and fire stations 1.3 s sho s 2.9 Atria fatigrins) 1 Fb1at ellmrtfanenoelaoatietQOe ► brtN 2.0 Assembly spooss . auditoriums. gymnasia'. meatem 1.0 laboralorf 2.0 rose -1 common anal 1. Aircraft r are 1.5 Process ants 1.0 Ci fist food hmen 1.5 Reatauran Fs a$, ho it' hariffirl smog 1 .5 L ockmta ah facirdles 0.9 Gas stations, auto repair sho x 1.5 Warehouses . st0 sites 0.5 Instttutlans 1 Aircraft stop hangars 0.4 l.ibrirks 1.5 Retail retsil banking 1.5 Nurstng homes and hate M0W quest moms 1.5 Parking garages See Slclton 1532 Afholesaie stores I fads sh 1 5 Malt concourses 1.4 Plans submitted for donumm Aroas Oral Schools buildings (Group E ocarpanvy ordy), %cho01 cla4srooma. ds cyM centers 1.35 Main floor bull tang lobbies (except mall concau 1 2 - Laundries 1.3 Common areas, corridors, toilet tacllirc3 and washrooms, alavatur lobbies 0.8 Office buildings, ollksladminWrative areas in facNitiss of other use types (including but not limited to schools hospitals, insillutions, museums. banks. A,,7,11 12 1 for T4tDle 1151 1) In can in which a general use ind a speclttc we are haled, the specific use shall apply, in cases In which a use Is not mentioned spectliaty. the Unit Pcww• Allowarim shall be detsmrined by Use buekfxkg official. This datermirtation shalt be based upon the most comparable use specified In the table. Sea Section 1512 for exempt arias. 2) The watts per square foot nosy be increased. by two percent per toot of calling hatpnl above twenty feet, unless specifically dtreded otherwise by subsequent footnotes. 3) Wass per square fool of room may be Increased by two percent per foot of calling height above twelve feet. 4) For M other spaces, such as seating and common etas, one the Unil Light Power Allowance for assembly. 5) Waft per square foot of room may be klaaasod by two percent per foot of ceiling height above nine re" 8) Indudea pump area under canopy. 7) in caWA in which a Mghling plan is submtUnd for oNy s potion of a floor, a Unit Lighting Power Allowance of 1.35 may ba used for usable office ttoor eras and 0.130 watts per squats That "I be Usrd for the common areas, which may include elevator spats, lobby area and met rooms. Common areas. as herein defined do out Inducts mat concounses. 8) For the Am englns room. q+t Unit UgtMino Power Allowance Is 1.0 watts per squam foot. 9) For indoor sport toumantent courts with ad)acwrt spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square rooL 10) Olaplay lrrinddw kltumktslion mad wfMrbt a fast al the wbWow, igtiting for froe-istandfng display where the fighting move with the display, and buWhV showcase aiminstfort when the «gtrlxg b enclosed wiNn ft showcaso we nompL An additional 1,5 wilt: of morchan clan ftlay kxt9naires are exempt pankled that they comply with al there of the following: a) located on osikV moumee track" dWih* on or recessed into the calling Naalf (not on tins wag). b) adjustable In both ft twift 111tal Snd vertical axes (vortical aids only is acceptable for iluorssvent and other fbdures with two potnts at tMek altechmenl). c) laced with tungsten haft". IurorresoenL or htph lntensity i tchise lamps. ' This additbnal lighling power It allowed only if the lighting is actually Installed. 11 Provided that a Moor plan. Indicating rick location and Wight, Is xubmiged, itw square footage for a warehouse may be defined. for computing the inferior Unit Liomino Power Allowance, as line Moor area nut covered by racks plus the vertical face area (access side sty) of the ►silts. The he'W allowance defined in footnote 2 applies only to the floor area not covered by locks. 3� Q = Z: �W. UO N N LL W O N � �W Z F- ZO 7 �O . 0 - O H WW tL O .. Z Co O ~. Z gy2nej R.�Jaj^ e21 SO is _R e E •cl T9LL -2f;B -0913 - __.. { 06/16/05 10:50 FAX 2062481867 ELECTRICAL DISTRIBUTING L0004 2003 WaaWngton Slade NontesiderWal gmrWCOde COW Ilappe Form Pe rmit Lighting 2081 a1Nr IpRiil Birrq C� Cnlyi�ts Fenny ,� Project Addrm Date The Wowing information is necaasM to check a fighting permit application for compliance with the lighting requirement In the 1994 Washington State Nonresidential Energy Code. Applicability (Yes, no, ma.) I section Component information Required Location on Plans Building 0epenment Noles , LIGHTING CONTROLS Section 1513) /U 1513.1 Local centmVacceso I Schedule with type, indicate locml"rons 15132 Area controls Maximum limit per switch 1513.3 Dayllgmt zone control Schedule with type and festures. indicate locations vattieal glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans E� 1513.1 Display) Wodspeeial Indicate separate controls p ` M yt CyL .CO y 1513.5 E)derior shut -off Schedule with type and features, Indicate location (a) tl ei wA m *up Indicate location 14- (b) photocell. Indicate Wation 1573.6 Inter, aulo shut -06 Indicate batior N 1513.6.1 (a) occup. saniWS Schedule with type and locations Ar 1913.62 (b) auto. awitches Schedate w1lh typo and features (back -up, override capability) inditW size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning • +. Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballests, walls per fixture N Elea motor edfieiranay MECH -MO? or Equipment Schedule with hp, rpm. efficiency f Z = Z' ~ Q W W� UO NO J Cl) U. WO U Q Cn = CY W t-- O Z F- W �O ON =U H � It O W Z U =: O Z FILE COP TU _ _ __. , I EWE� FOR BASCO SHOWROO M KWILL r CoMP�r � .,� ANCE DISPLAY SPECIFICATIONS "' ,19FID 12/04 AUG ~ 5 2005 REVISED 02/05 & 03/05 & 04/05 , '�f 1y 4f Tukwila #100 LOBBY STYLE - Urban _ DIVISION FLOOR -Large 18 x18 Porcelain Tile /4x4 Deco placed randomly ($4.00 per sq. foot allowance)— (Refer to attached plan for file layout) WALL FINISH -Paint WATER WALL DETAIL -1/2 x' /z Metal/Tile on recessed back wall only ($10.00 per sq ft allowance) Note: wall is 6' -9" wide & 8' -0" high refer to detailed plan WINDOW WALL DETAIL -Above seating area, open shadow box – MR -16 Halogen down lights SOFFIT DETAIL- Suspended Soffit Painted CEILING FINISH -Paint CUSTOM MILLWORK (refer to detailed plan) $ RECEPTIONIST DESK- Natural and Dark Stained Jatoba Mahogany Wood RECEPTIONIST COUNTERS -1 1/2" thick Natural Jatoba wood Framed glass countertop - Raised circular top to be 2 % " -3" thick Dark Stained Jatoba Wood LIGHTING- (1) Hanging Pendant over Raised Round Counter ($500.00 allowance) (2) Interior Wall Accent Sconces In Entry ($450.00 allowance total) FURNITURE- (2) Desk chairs, guest seating sofas and table (allowance $4,500.00) ACCESSORIES /ARTWORK - objects displayed in open shadow box (allowance $1,500.00) #101 & #102 OFFICE FLOORING- Commercial Carpet Tile approx. 18x18 squares Contract Furnishings (allow per sq ft $ WALLS -Paint CEILING - Paint RECEIVED LIGHTING- Hanging Pendant in each room (allowance $1,300.00 total) CITY OF TUK\NILA FURNITURE -Desk, chairs, built -ins, artwork (allowance $1,500.00) JUN 1 6 2005 PERMIT CEN #103 & #104 SALES FLOORING- Commercial Carpet Tile approx. 18x18 squares Contract Furnishings (allow per sq ft $ WALLS -Paint CEILING -Paint LIGHTING- Monorail track -line voltage (allowance $1,500.00) STORAGE BUILT- INS,DESK/SHELF UNIT,CHAIRS- (allowance $3,500.00) ** *LIGHTING ON ARCHITECTURAL PLANS WILL NEED TO BE BID SEPARATELY ** *ALLOWANCES ARE FOR MATERIALS ONLY Dos -zoo z W o � JU UQ CO C0 LU J = S2 LL W o J LL � =W z z o. D o Cf) WW LL o w z U ' O z 4 #105 ECHELON HOME PRODUCTS DISPLAY ROOM STYLE- Contemporary ACCESSORIES- Ceramic & Glass (allowance $500.00) CHAIRS- Brushed Chrome & fabric (6 chairs allowance $2,400.00) FLOOR -Large 18 x18 Porcelain Tile ($4.00 per sq. foot allowance) WALLS -Paint WINDOW DETAIL -open with glass shelves suspended in display (allowance $1,500.00) SOFFIT DETAIL- Paint CEILING FINISH -Paint LIGHTING -Trac or Recess (no pendants) SINK- Undermount Single Stainless Steel (allowance $300.00) FAUCET- Pullout Spray (allowance $150.00) CHROME POLE WITH METAL SHELVES IN ISLAND (run electrical wires through interior) M1 Z a .- *.- Q D J L 00 N o J = LL Wo UQ co D W Z� �- O'. Z �-, W �o U N : ;O � H W UJ .• Z W v� o � Z #106 G.E. MONOGRAM & MISC. APPLIANCE DISPLAY ROOM[ STYLE - Transition, Wood Tone- Light Maple & Dark Cherry (cabinetry out to bid) ACCESSORIES- (allowance $500.00) CHAIRS- Chrome & Wood (allowance $1,800.00) FLOORING -8x16 Large Porcelain Tile staggered (allowance $4.00 per sq. ft) WALLS -Paint WINDOW DETAIL - Stained dark casing and mullions SOFFIT DETAIL -Paint ; CEILING FINISH -Paint LIGHTING- (3) Pendants over peninsula and perimeter lighting (allowance $900.00 total) SINK- Wilsonart Gibraltor cast sink (allowance $250.00) FAUCET- Franke (allowance $250.00) OUTER L -SHAPE WALL CABINETRY -Maple Base cabinets and Dark Cherry Tall units (out to bid) COUNTERTOP- Wilsonart Gibraltor 11/2" thickness eased front edge (material N/C Labor only) BACKSPLASH -Paint & Countertop Material 6" high INTERIOR KITCHEN CABINETRY- Dark Cherry Base Units & Maple Tall & Wall units (out to bid) COUNTERTOP- Wilsonart Gibraltor 11/2" thickness eased front edge (material N/C Labor only) BACKSPLASH- Ceramic Tile Full Height 18" and around hood to 96" high (allowance $5.00 per sq. ft) z QQ 2 Z:. '~ w JU UO CO) LLI �0. N LL w J LL. �w Z z o, 2 5. Do o � o �- :w w U u. ~O w z O F " Z-1 #107 DACOR DISPLAY ROOM STYLE - French Country ACCESSORIES- Ceramic, Wood (allowance $500.00) CHAIRS -Wood Painted & Distressed (allowance $4,800.00) FLOORING -Wide Plank Pre - finished dark stained Hardwood (allowance $5.00 sq ft) WALLS -Heavy Textured Paint WINDOW DETAAL- Painted Casing & Mullions -no glass CEILING DETAIL - Octagonal multi -tiers Paint & interior painted Millwork around each tier $ CEILING FINISH -paint LIGHTING -(1) Hanging Chandelier (allowance $2,000.00) perimeter rope lighting not included SINK -Farm Sink - Franke (allowance $500.00) FAUCET -Tall Pull -out Spray (allowance $300.00) N POT FILLER- Franke (allowance $350.00) CABINETRY -Paint Grade, glazed & distressed, wood stain accents (out to bid by Pacific Crest Cabinet, t. PERIMETER COUNTERTOP - Cearsarstone 1 ' /z" thick (NIC material) l i BACKSPLASH- Tile full height (allowance $8.00 sq. ft) c ISLAND TABLE - Antique Wood Distressed (allowance $2,500.00) t. Z W J U 00 0 . CO w =` CO) LL wO La s d z� Z o. .2 5 U� o� o �- w W. LL o. z �_ o� Z #108 FRIGIDAIRE DISPLAY ROOM STYLE- Zen Asian ACCESSORIES -Wood & Metal (allowance $500.00) CHAIRS - Rattan Wood (allowance $2,400.00) FLOORING- 12x12 pre - finished Cork Tile (allowance $ 5.00 per sq. ft.) WALLS -Paint CEILING DETAIL -Soffit Paint CEILING FINISH -Paint LIGHTING -(5) Pendants around Island (allowance $1,800.00) Perimeter rope lighting not included MAIN 04K-Metal (allowance $500.00) FAUCET -Oil Rubbed Bronze (allowance $350.00) BAR SINK -Metal (allowance $400.00) BAR FAUCET -Oil Rubbed Bronze (allowance $350.00) WINDOW DETAAL-Soji Screen style -frame with rice paper $ CABINETRY- Natural Bamboo & Exotic Wood, glass panels with lowered mullions (out to bid by Pacific Crest Cabinetry) ! PERIMETER COUNTERTOP - Granite Tile (tile allowance $7.00 per sq. ft) t BACKSPLASH- Bronze & Ceramic Tile (allowance $5.00 per sq. ft) ISLAND COUNTERTOP -Slab Granite (allowance $60.00 per sq. ft) j Z �Z '~ w D ,J U UO U 0 J = H LL w u. d = a �w ?� f - O Z U0 0_' 6 o�_ = U_ U. �. -O W b� z ' . j #109 BRADLEY DIST. DISPLAY ROOM STYLE - Traditional "Old World" ACCESSORIES- Ceramic & Metal (allowance $800.00) CHAIRS- Wood & Rod Iron (allowance $3,200.00) FLOORING- Concrete Roman Tile 1" thick Versailles pattern (allowance $4.00 per sq. ft) r WALLS -Heavy texture & Paint WINDOW DETIAL- Arched wood with bottled glass panes $ CEILING DETAIL - Soffit, Millwork heavy crown moldings $ CEILING FINISH -Paint r' LIGHTING -Trac or Recess Can SINK- Copper Farm Sink (allowance $1,000.00) FAUCET- Burnished Copper (allowance $600.00) a CABINETRY- Raised Panel, Med. Stain glaze (out to bid) PERIMETER COUNTERTOP- Ceasarstone 1 %" thick full bullnose edge (material N /C) BACKSPLASH- Subway Tile Full Height 18" and up around hood (allowance $6.00 sq. ft) ISLAND COUNTERTOP -Black Granite Slab 1 Y2" thick full bullnose edge (material $60.00 sq. R) y i i E Z u� UO moo. W V) U. W O 9: LL Nd =w z �.. zo. U� O N o �- W H U. LL H. o: ui Z CO) Z e , i 1 i f t { t 1 I I #110 JENNAIR DISPLAY ROOM STYLE- Contemporary Lineaquattro Style ACCESSORIES- Metals (allowance $500.00) CHAIRS- (allowance $1,800.00) FLOORING -12x12 Porcelain Tile installed on -point (allowance $4,00 sq. ft) WALLS -Paint CEILING DETAIL- Perimeter and Center Soffits (NO ATTACHED RUNS) CEILING FINISH -Paint LIGHTING -(1) Hanging Pendant Cluster (allowance $1,200.00) SINK- Molded Stainless Steel $ FAUCET- Franke (allowance $300.00) CABINETRY- Gloss Yellow Lacquer cabinets (out to bid) PERIMETER COUNTERTOP- Stainless Steel $ BACKSPLASH- N/A ISLAND- Multeni Appliance Supplies #111 DISPLAY FLOORING -12x12 Ceramic tile installed on -point (same as #110 Display allowance $4.00 sq ft) WALLS - painted and textured CEILING DETAIL - Painted CEILING FINISH - Painted z '~ w 00 CO 0. w= J I_ �U_ w �. �Q �d �_ z o. w W �5 U to: o� w �- 0 .. z w O� z uj:� JU 00 . CO) LU w CO) LL : LLI 0 LL N a Q, LLI, +- O �, O N LLF i z QQ SZ w 2 5 0 0: 0 w� C0 LL w U . (,) :3. = a �w Z z O. W LIJ D o. U O � � H w .. Z W z #113 VIKING DISPLAY ROOM STYLE Mediterranean Tuscan ACCESSORIES -Pottery & Metal (allowance $ 750.00) CHAIRS -Rod Iron and Leather (allowance $4,800.00) FLOORING -Cotto Concrete Tile 6x12 herringbone pattern (allowance $4.00 per sq. ft) .< WALLS- Plastered and Painted { WINDOW DETAAL -Wood frame with mullions CEILING DETAIL -Wood beams CEILING FINISH- Plaster Textured and Paint :1 LIGHTING- Hanging Pot Rack (allowance $2,000.00) recess cans not incl. ISLAND SINK -Stone (allowance $650.00) FAUCET- Traditional style (allowance $450.00) n BAR SINK -Stone (allowance $400.00) BAR FAUCET - Traditional style (allowance $300.00) CABINETRY -Med: Stain in wood tones (out to bid) i PERIMETER COUNTERTOP - Caesarstone 1 V2" thick (material N /C) BACKSPLASH- Concrete tile 12x12 with Deco Full Height up to 96" and around cabinetry /appliances (allowance $4.00 per sq. ft) ISLAND COUNTERTOP -Honed Caesarstone 1 Y thick (material N /C) BAKING OVEN CORNER - Plaster Finish & concrete tile accents S 4 i z QQ SZ w 2 5 0 0: 0 w� C0 LL w U . (,) :3. = a �w Z z O. W LIJ D o. U O � � H w .. Z W z ;r A I #114 LIVE MULTIPLE PROD. KITCHEN, WET BAR & FIREPLACE DISPLAY ROOM STYLE - Eclectic, Johnny Grey Style ACCESSORIES -Multi Cultural (allowance $1,500.00) CHAIRS -Wood (allowance $3,600.00) FLOORING- Pre- Finished Vertical Grain Carbonized Bamboo Flooring CFM $ WALLS -Paint WINDOW DETAIL- Glass design (allowance $750.00) CEILING DETAIL - Soffits & Center Panels Painted CEILING FINISH -Paint LIGHTING -(6) Hanging Pendants (allowance $1,800.00) MAIN SINK - Undermount Stainless Steel Sink Franke (allowance $350.00) FAUCET- Franke (allowance $250.00) ISLAND VEG. SINK -Under Mount Stainless Steel (allowance $300.00) ISLAND VEG. FAUCET- (allowance $250.00) . BAR SINK- (allowance $300.00) BAR FAUCET- (allowance $250.00) CABINETRY -Color Glazed and Wood Stained (out to bid) PERIMETER COUNTERTOP- Caesarstone and Wood (N /C) BACKSPLASH -Tile 18" high and up to hoods (allowance $4.00 sq. ft) ISLAND COUNTERTOP -Slab Ceasarstone 1 V2" thick back bevel edge (N /C) FIREPLACE WALL - Ledgestone on side, back and fascia full height—Mutual Materials $ MANTEL -Wood Fabricated and installed by Millwork (out to bid) HEARTH- Ledgestone Slabs from Mutual Materials S Z �w QQ J U 00 N0: J � W Ua = d. �w Z �. �0 Z� w U 0 0 - w w . u,. 0 ui Z U CO) Z #116 BEVERAGE & WORKING LAUNDRY DISPLAY DISPLAY STYLE -Urban ACCESSORIES- Colored Glass (allowance $300.00) FLOORING -Lobby Tile WALLS- Painted A CEILING DETAIL -Soffit Painted r' CEILING FINISH- Painted �1 5 FAUCET- (allowance $250.00) Little Butler - Hot/cold faucet (allowance $250.00) Z aa - W : �QQ � W D' 00' N p W= CO) O. W 9-3 LL Q F- W S' Z F- Z 0, W 2 5 D p: 0 D F- W W C Y S F- iL 0 m J:; � , k %F MEN' SBATHROOM Upgrade from existin g ($3,000.00 allowance) R. FLOORING- C(� WALLS -Paint . CEILING FINISH- Paint LIGHTING -Wall Mount (replace) ' Yp CABINET- COUNTERTOP - BACKSPLASH- MIRROR SINK - °` FAUCET- TOILET -Keep ACCESSORIES- pt .z WOMEN'S BATHROOM Upgrade from existing ($3,000.00 allowance) FLOORING- WALLS- s: CEILING FINISH- LIGHTING - CABINETRY - COUNTERTOP- BACKSPLASH- STORAGE- .` . MIRROR # ` SINK - FAUCET - .' TOILET - 1 i ACCESSORIES- STRUCTURAL CALCULATIONS for BASCO TENANT IMPROVEMENTS TUKWILA, WASHINGTON JUNE 14, 2005 DESIGN PARAMETERS: 2003 IBC 1 • n jto , RIX Copy r + 2:1 S i & I E.",*PC t-S 10.31• Zm 1 REVIEWED FOR CODE COMPLIANCE gq `` AUG -- 5 2005 6A, — m — City Of TU wila BUILDING DIVISION Canopy Dead load 15 psf Live load 25 psf pe r 1608.1 Ground snow load, P 20 psf Flat -roof snow load, P 25 psf Snow exposure factor, C, 1.0 Snow importance factor, 1, 1.0 Thermal factor, C, 1.0 Floor Dead Load Retail 20 psf Floor Live Load Retail & Common Areas 100 Vsf Wind Basic windspeed 100 mph, 3 -sec gust Wind importance factor, 1,, 1.00 Wind exposure B, N -S ; C, E -W Internal pressure coeff, GC , +1-0.55 Seismic Mapped spectral response, S and S 1.394 and 0.476 Site class D Seismic importance factor, 1 1.00 Spectral response coeff., SDs and SDI 0.93 and 0.48 Seismic design category D Basic seismic force resisting system Bearing walls stem Design base shear N.A. Res onse modification factor, R 5.5, N -S; 5.5, E -W Seismic response coeff., C . 0. 17, N -S; 0. 17, E -W Analysis procedure used I Equivalent lateral force CONTENTS: RECEIVED f STRUCTURAL CALCULATIONS ....................1 to 24 CITY OF TUKVVILA JUN 16 2005 PERMIT CENTER 07 D 2 i f ! 1 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com z z �w UQ w U) LL w 0 LL_ cy. = w Z� H O z f_ W5 �p ON p H W ~ H �0 z U CO) O z � S IN D Y Structural - Civil Engineers t } 1 I .. Job N ame: Job No.:'��'�(� Sheet No: int: D ate: , Z -� . By: Z �W q 7 J O. to Co W= J � W O U . Nn CY �_ z z D U .O N .O H• WW H LL u Z O~ z L 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • tx: 503.203.8122 • www.wdyi.com t } 1 I .. _ _ _ ! _ , 1 t , ' f Lj 1 , 1 3 , -�_0 y ,b �� ' i , 3 __ i f I 7 ! � 1 I / ' i I } i- _- 7 I . f � T F ! 1 M f . Z �W q 7 J O. to Co W= J � W O U . Nn CY �_ z z D U .O N .O H• WW H LL u Z O~ z L 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • tx: 503.203.8122 • www.wdyi.com 2002 Lat/Lon Lookup Output! rsi LOCATION 47.4414 Lat. -122.2527 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: gq 10%PE in 50 yr 2%PE in 50 yr PGA 32.57 61.66 0.2 sec SA 71.73 X39.38 k a 1.0 sec SA 23.59 47.62 - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT INF 0: Home Page MSMC HAZARD: Hazard by Lat/Lon, 2002 http://eqint.er.usgs.gov/eq/Cgi-bin/find-11-2002-interp.cgi 2/25/2005 • WDY 'Structural Civil Engineers b Name: r�S GP �Wv �- Job No.: Sheet No: 3 Client: Date: By: ^ �, Ot ik .. i I l I i i i Z W W� UO moo. CO) =. J � N LL W O wa �� Ja �W Z �. �O z�_ Uj w �p O �. O F-- W W H O W Z. O z 6443 SW Beaverton - Hillsdale Hwy, suite 210 - Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 - www.wdyi.com Q WDY Structural Civil Engineers b Nam e Job No.: Q Sheet NO: Client: Date: By: z Z W JU U 0 cf) 0� (1) Uj W J U) U L 0 L co C, LLI ? l'– t— 0 z UJ W Cf) 0— 10 1 � – . W W L) L O . L O z lil to O ~ 6443 SW BeaVerton%-4iiis ale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203,8122 • www.wdyi.com t�l 4 �o 00 c� �a m� D° V) — 01 W c �r M _ ..i A 2 Xp m 00 rnw CD c(D rn cD 3AOAb ACIONX 40 3903 0 io NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (yt N X rn c»w N ZA Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. e WDY Structural Civil Engineers 'i Name: �,� �J1� Job No.: �� �' Sheet No: anent: Date: �� 11y:9 i i i t , U 'T� s j ____;____.�� ._.._.__._ ____.__._; _� .. _ ..._.�. _ _ .; 1. �.� _► - - . _ - -- _ .... ; = -- - -. _ ._ _. _ _ ___ _ .. Z Z' W: JU U O 0 N W J X Cf) LL. W O' LL LLQ Nd �W Z1�_ o5 o r~ W W 3:U lil Z. U= OH Z 6443 SW Beaverton- Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com r iA/niki±r /flit nratn/Yni inia I e i J1 t� :y .:1 :9 Y � R � 1 ;.g fi " 5} 7 3 . .. . i i i i I i ) i i I , i Walker /DiLoretoNounie, Ind. Basco Canopy Joist R Heiser 05018 February 11, 2005 4:51 PM Joistl D +S.r2d i i 3 5 , � i' �5 t' h d 6 . 1 } �. 1,. �, ....`'. i :, �': �.. �`: . 1 �' ., !. ,.. i . � .. s i —. . f ;. i } j ". . !. i j t i i j_ i s� P� 0 1 i f i t 1 I S I { i 1 i i I i Loads: BLC 1, d +S Results for LC 1, d +s Member Bending Moments (k -ft) Reaction units are k and k -ft R Helser 05018 Wal /DiL oreto/Younie, Ind. Basco Canopy Joist February 11, 2005 4:14 PM untitled.r2d 1.49 Z Z . 3 D 0 : CO 0': CO W Jam. Cl)_ LL. W : CO D _ C7. �W Z �. 1— O Z I- .W 0 F- W W. x U, u. 0; — Z. U co)' O .Z V Canopy Side Beam -A%V -Yt ha .,B " inrss tt �� R TJ• Beam ®6.16 Serial Number.7003007466 1/2 x 9 1/2 1.7E TlmberStrand0 LSL User: 1 Pagel Engi Vesons 165 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof SlopeOM2 F_ b 12' 6" LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 0.0 Live at 125 % duration, 0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 250.0 250.0 0 To 12' 6" Adds To SUPPORTS: All dimensions are horizontal. Product Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Width Length Live /Dead /Uplift/Total Depth Other 1 Glulam or solid sawn lumber beam 3.50" Hanger 1563 /1629 / 0 / 3191 N/A N/A N/A L3: Top Mount Hanger None 2 Parallam PSL Beam 3.50" Hanger 1563 /1629 / 0 / 3191 N/A N/A N/A L3: Top Mount Hanger None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L3: Top Mount Hanger MID Span 1 under Roof loading Total Load Dell (in) 0.582 0.596 Passed (U246) HANGERS: No Manufacturer Selected - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 12'6" Support Model Slope Skew Reverse Top Flange Top Flange Support Wood edge. Flanges Offset Slope Species L3: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir 2 L3: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A i i DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3042 -2638 11083 Passed (24 %) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 9064 9064 14568 Passed (62 %) MID Span 1 under Roof loading Live Load Defl (in) 0.285 0.397 Passed (U502) MID Span 1 under Roof loading Total Load Dell (in) 0.582 0.596 Passed (U246) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 12'6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Basco Tukwila Job #05018 Copyright ° 2004 by True Joist, a Weyerhaeuser Business TimberStrand* and Parall. are registered trademarks of True Joist. OPERATOR INFORMATION: Wade Younie WDY, Inc. 6443 SW Beverton- Hilisadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax :(503)-203-8122 wade @wdyi.com Z Z ! '~ W JU U OO CO) CO) J C0 W W O J a �W Z FZ-. I__0 Z F- W W U� O N W LI J LL O LLI Z U= O Z 1, f� Canopy Side Beam is y W* 3 1 /2 x 9 1 2" 1 1)usincss " R TJ- 9eam®6.16 Serial Number: 7003007488 / .7E TimberStrand0 LSL User 1 12:09:27 PM • Page3 Engine Verson:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .goad Group: Primary Load Group PROJECT INFORMATION: OPERATOR INFORMATION: Basco Tukwila Wade Younie Job #05018 WDY Inc Copyright ° 2004 by True Joist, a Weyerhaeuser Business TimberStrand° and Parallam° are registered trademarks of True Joist. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax : (503)- 203 -8122 wade @wdyi.com 12 f 11' 11.00" Max. Vertical Reaction Total (lbs) 3191 3191 Max. Vertical Reaction Live (lbs) 1563 1563 .Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 150 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 1347 -1347 Max Shear (lbs) 1553 -1553 Member Reaction (lbs) 1553 1553 Support Reaction (lbs) 1629 1629 Moment (Ft -Lbs) 4626 Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Design Shear (lbs) 2638 -2638 Max Shear (lbs) 3042 -3042 Member Reaction (lbs) 3042 3042 Support Reaction (lbs) 3191 3191 Moment (Ft -Lbs) 9064 Live Deflection (in) 0.285 Total Deflection (in) I �. I i i i 0.582 PROJECT INFORMATION: OPERATOR INFORMATION: Basco Tukwila Wade Younie Job #05018 WDY Inc Copyright ° 2004 by True Joist, a Weyerhaeuser Business TimberStrand° and Parallam° are registered trademarks of True Joist. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax : (503)- 203 -8122 wade @wdyi.com 12 f W D Y Structural Civil Engineers b ) Name: 4 Job No.: 4 Z�� Sheet No: ' %.,iient: Date: By: A . ........... - 44 ----------- ----- -- q J J-1 4 _ . ........... . F ----- -- I j.. f TVI f 1 ! I � ( � I � i i I . , �.. ............ 7__ 6443 SW Beaverton-Hillsdale Hwy, suite 210 - Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203,8122 • www.wdyi.com Z W 21 M _3 0� L) Oi Co co U.I. UJI U) LL W O ♦ LL CY F- W Z w o III 2 5, D 0. 0 H . Uj ILLU 3: LL 0: z 0 Principals Robert A. Malker Dale J. DiLoreto Made W. Younle Cole G. PrestIms Michael Coronel Greg G. Mumell j 6463 SWBeaverton Hillsdale Hivy. Suite 210 Portland,. OR 9722, FAX 503.803.8111 Voice 503.203.812: email: wdy ®wdyi.con I i f i -B " IVA W WALKER /DILORETO /YOUNIE, INC. CONSULTING STRUCTURAL • CIVIL ENGINEERS Job Basco Tukwila Job No. 5018 Sheet No. 4- Client Stark Design Date 2/24/2005 By RH COLUMN SIZER Basco Tukwila Load Duration Factor (Comp.), Cd= Load Duration Factor (Bend.), Cd= Lumber/Timber Grade AXIAL LOAD= UNIF. LATERAL LOAD= HEIGHT= # OF MEMBERS COLUMN SIZE= AXIAL LOADING: fa= /d= KcE= C= E'= FcE= F *c= Fc *CD *CF= FcE /F *c= (1 +FcE /F *c) /2c= Cp= F'c= F *c *Cp= fa /F'c= INTERACTION CHECK:. (fa /F'c) ^2 +(fb /Fb) /(1 -fa /FcE)= DEFLECTION CHECK: 5 *W *LA4/384EI= BEARING CHECK: Tot fa /Fc,perp= Job# 5018 1.15 1.15 1 1 =DF -L #1, 2 =DF -L #2, 3= DF -SS,4 =HEM #1 12,000 LBS. 25.0 PLF 12.0 FT. 1 5 1 =2X4, 2 =2X6, 3 =2X8, 4 =4x6, 5 =6x6, 6 =6x8, 7 =8x8 FLEXURAL LOADING: 396.69 PSI MOMENT= 450.00 FT -LBS 26.18 fb= 194.74 PSI 0.3 0.8 1.60E +06 PSI 700.23 PSI 1,265.00 PSI F'b= 1,150.00 PSI 0.554 fb /F'b= 0.169 0.971 0.470 594.70 PSI 0.667 0.836 0.445 AXIAL 0.391 BENDING 9.56E -02 IN.= U 1,506 0.85 USE: (1) 6X6 DF -L #1 OK CanopyCol.22405.xis Z Z': Qa: W ; W 0 U Cl)o J = H CO) U- 0 L L U) C = Y W Z� z o W 2p U 0— 0 H WW U- �- - O• Lll Z. O~ Z Structural Civil Engineers W D Y -1 lob Name: Job No.: q 4 Q Sheet No: Aent: Date: =04 By: -------------- Z Z UJI U 001 C a 0) co) W W CO) LL W O. 5 LL N n CY W Z 11-- 0 Z I_ W LU: 2 5 3 0 L) CO) 0_1 LU U LL 0. ui Z CO) Z ........... . __ _ 11 - .. - - - . I - --- — - - 1 9 _j —I ) 6443 SW Beaverton-Hillsdale Hwy, suite 210 - Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com O WDY Structural •Civil Engineers Inb Name: 3 CnS�a 9V -aent: J N o.: 0C_ to Date: Sheet No: By: R, A\ • ----------- A A f _. - • • • zz L L I L 1 PJA 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203-8111 • fx: 503.203.8122 • www.wdyi.com z W 00, ca 0 CO) 111' W LL W 2 � 9:3 LL Cl CY W Z ii.— W 0 W D C.) co), '0 W W , LL —0 f1i z U N z n 6 6 4 66 68 6 6 6 J ƒ � �.. �\ / � . e \) .\ � �� { . . { � �� . ) � :\�`�. � § �� � \.« . . { . .. . �)�� »$ °d \.)� » �2 � ? � � | ) i � � a Canopy Joist Bus .TJ•ilearr� 8.16 Serial Nu be 07488 117/8" TJ I@ 360 @ 24" o/c User: 1 2/11/20054:44:30 PM Pagel Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0M2 Overall Dimension: 17' Z t Z b 12' 6@1 b 4' s" - -d 3 O All dimensions are horizontal. Product Diagram is Conceptual. p LOADS: CO) III J = Analysis is for a Joist Member. Primary Load Group - Snow (psf): 0.0 Live at 115 % duration, 15.0 Dead CO �' W O Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 98.0 To 25.0 0.0 To 0.0 0 To 17' Adds To LL Q Point(lbs) Snow(1.15) 0 100 17' SUPPORTS: Z H. Input Bearing Vertical Reactions Ply Depth Nailing Detail Other H O Width Length (ibs) Depth Z 1-- Live /Dead /Uplift/Total UJI UJ 1 Timberstrand LSL 3.50" Hanger 987 /124 / 0 /1112 N/A N/A N/A H6: Top Mount None 5 Beam Hanger U co 2 Parallam PSL Beam 3.50" 3.50" 1132 / 486 / 0 / 1618 N/A N/A N/A R1: Blocking 1 Ply 11 7/8" TJI(D 0 360 W W See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H6: Top Mount Hanger,R1: Blocking H U � LL HANGERS: No Manufacturer Selected Z Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species _ 1 H6: Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A Z ~ DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -1053 1046 1961 Passed (53 %) Lt. end Span 1 under Snow ALTERNATE span loading Vertical Reaction (Ibs) 1046 1046 1731 Passed (60 %) Bearing 1 under Snow ALTERNATE span loading Moment (Ft -Lbs) 2619 2619 7107 Passed (37 %) MID Span 1 under Snow ALTERNATE span loading Live Load Defl (in) 0.192 0.402 Passed (1.1755) MID Span 1 under Snow ALTERNATE span loading Total Load Defl (in) 0.200 0.603 Passed (L/724) MID Span 1 under Snow ALTERNATE span loading - Deflection Criteria: STAN DARD(LL:L1360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. - Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Basco Tukwila Wade Younie #-5018 WDY, Inc. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone :(503)203 -8111 i Fax :(503)-203-8122 wade @wdyi.com Copyright a 2004 by True Joist, a Weyerhaeuser Business TJI *,TJ- Beam *,Timberatrand and Parallam° are registered trademarks of True Joist. e -I Joist',Pro' and TJ -Pro' are trademarks of True Joist. ljlj� Canopy Joist 2 � m � ap Businem . TJ- 9eam®6.16 serial Numbeer:700300 488 117/8 TJI® 360 @ 24" o/c User:1 2/11/20054:44:31 PM - Page2 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. ?' -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. } -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Live load on portion of joist area is very low. ` Operator Notes: R Heiser I. Copyright 0 2004 by True Joist, a Weyerhaeuser Business TJI° TJ- Beama,TimberStranda and Parallame are registered trademarks of True Joist. e -I Joist ",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Wade Younie WDY, Inc. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax :(503)-203-8122 wade @wdyi.com OPERATOR INFORMATION: Wade Younie WDY, Inc. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax :(503)-203-8122 wade @wdyi.com Copyright ° 2004 by True Joist, a Weyerhaeuser Business TJI Beam *,Timber8trandO and Parallae are registered trademarks of True Joist. e -I Joist',Pro" and TJ -Pro' are trademarks of True Joist. Z1 �a Canop PY Joist ® . TJ•9eam® 6.16 Serial N. ber: 488 117/8" TJ I® 360 @ 24" o/c User:1 2/11/20054:44:31 PM �t Page3 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group i 12' 0.75" 4' 7.75" Max. Vertical Reaction Total (lbs) 1112 1618 Max. Vertical Reaction Live (lbs) 987 1132 Selected Bearing Length (in) 1.75(W) 3.50(W) Max. Unbraced Length (in) 61 81 81 >f +: Loading on all spans, LDF = 0.90 1.0 Dead f Design Shear (lbs) 116 -220 235 �`• Max Shear (lbs) 116 -246 239 x Member Reaction (lbs) 116 486 Support Reaction (lbs) 124 486 ri . Moment (Ft -Lbs) 223 -788 0 r Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1018 -944 547 Max Shear (lbs) 1018 -1053 564 } Member Reaction (lbs) 1018 1618 ! Support Reaction (lbs) 1083 1618 Moment.(Ft -Lbs) 2474 -1471 0 Live Deflection (in) 0.176 -0.127 l Total Deflection (in) 0.185 - 0.087 1 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1046 -918 391 Max Shear (lbs) 1046 -1025 402 Member Reaction (lbs) 1046 1427 Support Reaction (lbs) 1112 1427 ;.: oment (Ft -Lbs) 2619 -1130 0 r Live Deflection (in) 0.192 -0.160 } Total Deflection (in) 0.200 -0.120 j ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow i Design Shear (lbs) 538 -608 547 Max Shear (lbs) 538 -678 564 .I i Member Reaction (lbs) 538 1243 Support Reaction (lbs) 575 1243 j Moment (Ft -Lbs) 1205 -1471 0 j Live Deflection (in) 0.073 -0.030 Total (in) 0.082 0.010 OPERATOR INFORMATION: Wade Younie WDY, Inc. 6443 SW Beverton- Hillsadal Hwy Suite 210 Portland, OR 97225 Phone: (503) 203 -8111 Fax :(503)-203-8122 wade @wdyi.com Copyright ° 2004 by True Joist, a Weyerhaeuser Business TJI Beam *,Timber8trandO and Parallae are registered trademarks of True Joist. e -I Joist',Pro" and TJ -Pro' are trademarks of True Joist. Z1 II WDY I ErMiMn • IMM En gineers . Name: Job No.: � jOj Sheet No: _ant: Date: By: V ZZ) z Z LLJ 3 C.). C.) 0 CO) CO) W C0 0 tL CO) 3: w 3: z P � 0. Z F- W L 5. �O N. w F- z O CO) z 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com A ,x i I y., ! 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • tx: 503.203.8122 • www.wdyi.com Z Z, W 2: �5. U O Cf)o CO) LU N L.. w O LL CO) D a = W Z� W° Dp U D 1-- = W' U_ U Z i • -_ i � �� \-- i p ___. __ 1 1 r _ — — - - - -- -- - -f- I T 1 , C ' IS ► � I -- I -- I - i C 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • tx: 503.203.8122 • www.wdyi.com Z Z, W 2: �5. U O Cf)o CO) LU N L.. w O LL CO) D a = W Z� W° Dp U D 1-- = W' U_ U Z W D Y En . ^h Name: Job No.: Sheet No: ..an Date: —� ..a By: za + j >) �A i f { E ! T... I ` } I _j I --^---�-'— -- i J I I ! -.... }} r 1 I 1 s I I 1 � I _ f _ .. i I I ( GGG _ f a ! I I 1 I e i }J i I } Z Q T i Z �W JU U O CO) CO) =' J �. N U. W 0 9� LL N d W Z w °. � Q U 0 H W uj F- LL ui Z r� r!= _ O Z k i 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com _ I I } Z Q T i Z �W JU U O CO) CO) =' J �. N U. W 0 9� LL N d W Z w °. � Q U 0 H W uj F- LL ui Z r� r!= _ O Z k i 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com ILA, �qs Cit o Tukw y f a• `O = Department of Community Development �t • .. 1908 . February 26, 2008 Jack Pace, Director 1 Mark Bruun t Lorenz Bruun Construction r! 3611 SE 20 Fl Portland, OR 97202 -1 RE: Release of Bond Bond No. 216 6017 Dear Mr. Bruun: This letter hereby authorizes the release of the bond referenced above in the amount of $6,405.00 for the property located at 6750 South 180 Street, Tukwila, Washington. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt l Permit Coordinator end xc: Permit No. DOS -207 HADocuments\Bond Release\D05 -207 - Release Letter.DOC bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Jim Haggerton, Mayor i 4 AZ. %LA, w,4,1 City of Tukwila 6300 Southcenter Blvd, Suite 100 �N = Tukwila, WA 98188 isoe 206- 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section'l - to be completed by Developer Name of Development: PAt LO T �` Date: Of b5 Address: (S JQ ) / ,W & , / a - w) Permit No.: Release should be sent to: Name: /'l AR9 ,UaN Q LD,e -NZ ,f kUwy Lfl615t' ` � Address: 3611 se 2obf City /State /Zip yOytI6? 0/2 7202 Description of items to be completed (reference plans /documents where items are described): :5aam ) r p i -*1u /A15779iL 41V A PPS I N A HO'r R Ox F OX'. DoN E5T! G 6j14-T�AP_ S6'1ee_. ec IW ID UP6M,0 eXIST //ill, /, 4ei4l% ION S'EA6Les 6 W * AN 6C e - GJ1 R GF6 15 - l - ,5K 771,4-r Is 70 Tfl E 1/UUEiys �S ,�1A7 C — 14011 W — s ,4-'s 72�7AI AL h owner, or auth�ized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ + (150% of value to complete work above) and attach s pport documentation for value of work. I will ha a this work carried out and call for a final inspection by this date: ZOOS'or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. :signed: Title Section 2 -.to be completed by City staff THIS FUND IS AUTHORIZED TO BE ACCEPTED Signed: r Department Head: _ Amount: $ �• © y Deposited this Date: 8I ��+ �� ❑ Cash /Check ❑ Cash Assignment 'Bond v 2 i 66 �I� City Receipt No.: Received By: Section 3 - to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: ❑ Caso Equivalent - Letter attached To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above r equivalent/bond. Inspector: A 77 Date: Authorized By: Vtr l I Section 4 - to be completed by City staff N%_� I Amount Released: $ �j qo! ' ❑ Check -Check No. Date Released: 2 - 11410V 1pollcy mid pmcedures4d bookWevc1opa't projca Warranly form Crrrld: Fcbmary 21X13 Released by: Date: [Bond - Letter attached 22M �w Q � JU 0 0 w= U) U _ w U_ j � = w �O W� D o U CO =V �- O . Z . W U= O~ Z I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST [- INSURANCE COMPANY Bond #216 6017 ❑INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 EL CAMINO REAL * SAN DIEGO, CA 92130 -2045 P.O. BOX 85563, SAN DIEGO, CA 92186 -5563 (858) 350 -2400 FAX (858) 350 -2707 KNOW ALL MEN BY THESE PRESENTS: Performance Bond That Lorentz Bruun Co., Inc. as Principal, hereinafter called Principal, and Insurance Company of the West, a corporation of the State of CA with its home office in the City of San Diego, California as Surety, hereinafter called Surety, are held and firmly bound unto City of Tukwila as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Six thousand four hundred five only Dollars ($6,405.00), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 07/06/05 entered into a contract with Owner for BASCO Tenant improvement/6750 S 180 St., Tukwila, WA/Premit#D05 -207 . In accordance with drawings and specification prepared by Portland Mechanical Contractors, Inc. which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if the Contractor shall promptly and faithfully perform said contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contractor, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly (1) Complete the Contract in accordance with its terms and conditions, or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by the Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. "Any suit under this bond must be instituted before the expiration of twenty-five (25) months from the date on which the right of action accrues, but if this provision is prohibited by any law, then it shall be deemed to be amended so as to be equal to the minimum period of limitation allowed by such law." No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of Owner. Signed and sealed this 1 lth day of July, 2005. In the presence of: Title CORRE TION LTR #� GN -ICW 165 (7/00) p os I ?00 Insurance Company of the West IN A t :0EIVE CITY dP TUKWIt► ,1 U L 2 7 205 PERMIT CENTER J UL 2 8 2005 PUBLIC WOFiKS Z E" '~ W a � a 2 JU U N 0. W = J � N LL WO ur j =w Z �.. t_ O W �5 U� O -. 0 1--' W UJ H C.). U_ W Z U N H 3: Z } r TERRORISM COVERAGE DISCLOSURE The Terrorism Risk Insurance Act of 2002 (the "Act ") establishes a program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing.you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on the premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90 of the amount of covered losses caused by certain acts of terrorism that is in excess of the statutorily established deductible for that year. The Act also caps the amount of terrorism - related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note -that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in the overall premium. l • i 4 Z Z M W U O' C0 =- (0 LLI W 0 J' w� = w z �.. Z �- w �o o p H w W U _ ~0' .. Z U CO z I No. 0004134 lCW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West, a Corporation duly organized under the laws of the State of California, The Explorer Insurance Company, a Corporation duly organized under the laws of the State of Arizona, and Independence Casualty and Surety Company, a Corporation duly organized tinder the laws of the State of Texas, (collectively referred to as the "Companies "), do hereby appoint GEORGE MANSFIELD, MOLLY K. MANSFIELD their true and lawful Attomey(s) -in -Fact with authority to date, execute, sign, seal, and deliver on behalf of the Companies, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. In witness whereof, the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January, 2001. 4t ° °unWyoF 0µ �9 M O m INSURANCE COMPANY OF THE WEST o�'c,O THE EXPLORER INSURANCE COMPANY SEAL ' > INDEPENDENCE CASUALTY AND SURETY o +� �% ° a 8 COMPANY 9 rONA ' � s °�urouan� �S'1 AN� IoM � ak a John H. Craig, Assistant Secretary John L. Hannum. Executive Vice President State of California County of San Diego ss. On December 5, 2003, before me, Mary Cobb, Notary Public, personally appeared John L. Hannuum and John H. Craig, personally known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument, the entity upon behalf of which the persons acted, executed the instrument. MM ARY COBB �.. COMM. #1321341 A r U , � N NOTARY PUBLIC•CALIFORMA �1 SAN DIEGO COUNTY n r My Commission Expkes SEPTEMBER 20.2005 RESOLUTIONS Witness my hand and official seal. Mary Cobb, Notary Public This Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary, are hereby authorized to execute Powers of Attorney appointing the person(s) named as Attomey(s) -in -Fact to date, execute, sign, seal, and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and other similar contracts of suretyship, and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment, and the signature of any officer certifying the validity and current status of the appointment, may be facsimile representations of those signatures, and the signature and seal of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, or photocopying." CERTIFICATE I, the undersigned, Assistant Secretary of Insurance Company of the West, The Explorer Insurance Company, and Independence Casualty and Surety Company, do hereby certify that the foregoing Power of Attorney is in fall force and effect, and has not been revoked, and that the J above resolutions were duly adopted by the respective Boards of Directors of the Companies, and are n W / in full force IN WITNESS WHEREOF, I have set my hand this h day of John H. Craig, Assistant Secretary To verify the authenticity of this Power ofAttomey you may call 1- 800 -877 -1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s) and details of the bond to which the power is attached. For information or ruling claims, please contact Surety Claims, ICW Group, 11455 El Camino Real, San Diego, CA 92130 -2045 or call (858) 350 -2400. Z Z W QQ JU UO LU CO LL WO 9_j U. Q to � S FW Z H ZF- U� O- �H W H� L L Z W U= O F— Z F-1 Portlan'w Mechanical Contractors, Inc. Bid Confirmation Summary Sheet 2000 SE Hanna Harvester Dr. Milwaukie, OR 97222 Phone: (503) 656 -7400 Fax: (503) 6550620 BID TO: Lorentz Bruun ATTN. Mark Bruun I 3636 SE 20th AVE Fax: $03- 232 -5609 Excluded Portland, OR 97202 Phone: 503232 -7106 x Conerete/Cur /remove/Re lace Email: BID NO. Disposal Bid Date: 7/7/2005 Project Name: Basco Bid Time: Location: 6750 S 160th ST Estimator: Patrick Sloan Seattle. WA Date of last Addendum: As stated in City of Tukwila Public Works Bulletin #1 , policy 99-01. We purpose the following: 1) Provide and Install one new Watts RPPA w/insulated hot box and heater. 2) Provide one new ECR -WP register and one new Watts double check backflow prevention device. 3) Price Includes Installation of wiring and concrete pad as specified in document referenced above. 5) Test and certify newly Installed devices. Cost $ 4270.00 Conditions Induded Excluded I Conditions Included Excluded Overtime x Conerete/Cur /remove/Re lace Disposal x All Cuttino & Patching x Excavatlon x CeilinglINall Remove/Replace x Roof Curbs x Rec/Set Owners E ui . x All Roofing Work x Arch. S/M & Flashing x All Concrete Work x Temp. Utilities /Services x All Painting x Structural Calculations x Flre Protection x Seismic Desl n x Test and Balancin x Permits / Fees x Controls x Bonds x NOTE THE FOLLOWING: 1) repairs or replacement of landscaping not included. 2) Additional work required by code to bring existing system into compliance not included. 3) Additional costs associated with unforeseen underground objects. Quote Letter Attached Quoted By: Accepted By: Print Full Name: Number of Pages: Yes No X Patrick Sloan Quotation Date: 7/7/2005 Date: Basco mock double check install CCB #151807 7/8/2005 Z Z �W QQ� UO. CO o. co W W= J H N u- W J u- ND = Cy FW Z = 1— O Z Lu �o U ;O - c i-- LU =U F- �. O 111 Z U =,. O E-. Z .,j 1908 January 19, 2006 W City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steve Sarch 3611 SE 20 Av, Ste 300 Portland, OR 97202 RE: Letter. of Incomplete Application # 1 to Revision #2 Development Permit Application D05 -207 BASCO — 6750 s 180 sT Dear Mr. Sarch: This letter is to inform you that your application received at the City of Tukwila Permit Center on January 10, 2006 . is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have any questions concerning the attached memo. Please address the above 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. Revisions must be made in person and will not be acceoted through the mail ; or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ,, Q J i arshall ermit Technician Enclosures File: Permit D05 -207 P:\Jennifer \Incomplete Letters\2005 \D05 -207 Incomplete Ur #1 to Rev 2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �Z '~ W � �O CO p W= J l.- CO O: W LL Q U �. = CY W. ZH H O Z h- LLI 2 D Dp U N'. W tL �: ,. Z W U CO), .~O H Z i Determination of Completeness Memo Date: January 12, 2006 Project Name: BASCO Permit #: D05 -207, Revision #2 Plan Review: Ken Nelsen, Senior Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: Min. size 11x17 to maximum size of 2436; all sheets shall be the same size Drawing and structural calculations sheets shall be original signed wet stamp not copied. 1 Revision must be submitted on a fill size plan sheet. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z U_ 00 w = CO U w 0 U- ¢: cl) W Z Z �- w 2 5. O N. C) w w H 0 w Z 0 CO 0 Z f V Lorentz BruunCo, Inc. I L General Contractor Since 1946 11 RE: Correction Letter #1 Development Permit Application Number DO5 -207 Basco — 6750 South 180 `' Street 1) 2) 3) 4 ) Response to Building Division Review, ICen Nelsen Senior Plans Examiner, per your review we have made the following response and revisions to the Contract Document Set: Drawing Al has been modified to include an exit plan. Tile plan indicates three exits. The exits meet exit width and separation requirements. The door through the main building lobby has been changed to swing in the direction of egress. An Egress Illumination layout is now indicated on the reflective ceiling plan - lighting drawing A4. The layout corresponds to the exit plan on drawing A I. The Layout complies as described in IBC Section 1006.4. Both Tenants ( BASCO and Electrical Distributing) are the same owner /tenant. The main entry and main lobby to the building continues to be the south entry and not the new BASCO entry. Since the tenant is a wholesale distributor and is not open to the public, visitors will make an appointment and'upon arrival will wait in either lobby for a sales person to escort them through the building. Further, since BASCO is the secondary entry for this tenant, providing Handicapped parking at the main entry meets the intent of the code. However, to remove potential confusion handicapped signage has been added to both entries identifying the location of the Handicapped entry. Refer to drawing Al. Drawing A4 includes a general note on meeting the requirements of W.S.E.C. Section 1416.4. CORRECTION LTR#__j____� RECEIVED CITY OF TUKWILA J U L 2 7 2005 PERMIT CENTER Doi -Zoe 3636 S.E. 20TH AVENUE -P.O. Box 42188-PORTLAND, OREGON 97242-(503) 232 - 7106 -FAX (503) 232 -5609 www.lbruun.com Contractor License No. OR -33 WA -BRUUN C ' OOOOA CA- 415159 I Lorentz BruunCo.,Inc. General Contractor Since 1946 Joanne Spencer City of Tukwila Public Works Department 6300 Southeenter Blvd. Tukwila WA 98188 July12, 2005 Attn: Joanne Spencer Re: BASCO Tenant Improvement Tenant Improvement 6750 South 180"' Street Tukwila WA Permit No. Do5-207 Please see the attached proposal from Portland Mechanical and Bond for the completion of the backflow and the upgrade of the irrigation deduct meter before the final sign off of the BASCO Tenant Improvement project. We anticipate the completion of this work to be in the middle of the project, approximately 2 months f rorn now. ECENED Sincerely CITY R OF TUKWILA JUL 2 7 PERMIT CENTER Mark Brutus Lorentz Bruun Construction 361 FSE 20 CORRECTION Portland, Oregon 97202 503-819-4612cell LTR#_ 503-232-5609f, pp5 3636 S.E. 20TH AVENUE-P.O. Box 42188-PORTLAND, OREGON 97242-(503) 232-7106-FAX (503) 232-5609 www.lbruun.com Contractor License No. OR-33 WA-BRUUN C OOOOA CA-415159 a Y (00* :rte - • July 8, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mark Bruun 3611 SE 20 Avenue, Suite 300 Portland, OR 97202 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -207 Basco — 6750 South 180 Street Dear Mr. Bruun: 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 Building and Public Works Departments. At this time, the Planning and Fire Departments have no comments. Building Department: Ken Nelsen, at (206) 433 -7163, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at (206) 431 -2440, 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 throyall the mail or by a messeneer service. If you have any questions, please contact me at (206) 433 -7165. i Si cerely, i 1 Brenda 1 4.1t Permit Coordinator encl i c xc: File No. D05 -207 P:\planning%rendAD05 -207 —correction Itr N I .doc bit 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �Z w! u� D , J U. U U J = C0 O. w� L? � = w Z ZO 2 D. U� o w N LL O. 111 Z CO) O Z Building Division Review Memo Date: July 6, 2005 Project Name: BASCO permit application Application #: D05 -207 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. The proposed tenant layout requires two means of egress per IBC Section 1014. An existing door accesses the adjoining lobby area and appears to be the intended second means of egress. However, the existing door is not shown to swing the direction of egress travel. Revise the plans to accommodate and identify this exit or an alternate second exit from the new space layout. 2. Provide a revised Egress Illumination layout on the reflective ceiling plan with specific attention to spaces and areas requiring two means of egress. The performance of the illumination system must be shown to comply as described in IBC Section 1006.4. 3. The new building entrance to the BASCO showroom does not provide an accessible route of travel to the main entrance per ADA requirements. Regardless that a route of travel may be accomplished by way of the existing exterior wheel chair lift from the adjacent side lobby, the public entrance should be accessible at the main entrance and not through a side entrance. Provide an accessible ramp and parking at the main public entrance or address how an alternate access will meet the intent of the Code. 4. The commissioning of H.V.A.C. equipment has become an integral part of the Certificate of Occupancy. Regardless that the H.V.A.C. work will be reviewed under a separate mechanical permit, include reference to the System Commissioning requirements of W.S.E.C. Section 1416.4 in the architectural general notes, specifically as related to Occupancy. No further comments at this time. Z N=- Z �w u� D . JU UO U J = CO L w �Q �D LLI Z� �-o Z E-- w w U� .o H- w � �. w z CO) O F- Z PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 6, 2005 PROJECT: BASCO PERMIT NO: D05 -207 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) The City has determined that the building at 6750 S 180' Street in Tukwila, WA has deficiencies on the domestic water supply line and irrigation line. a) .Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. b) Landscape Irrigation The existing irrigation Sensus SRII deduct water meter shall be upgraded with an ECR -WP register that is compatible to the Invensys automatic reading system. I have enclosed Development Bulletin C5 that spells out design and installation requirements for cross connection control. i Please note that a separate letter was mailed to the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 1 a, 1 b, or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. Please note that a separate letter was mailed to the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 1 a and 1 b, or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. (Plaurie Admin/Joanna/Comments DOS -207) i i i Z f— W JU U U U CO J = F— w O, 9 : U_ Q co d = uJ Z �. �O Z �_. W �p O N: o H- wW LL O Z 111 O H Z July 6, 2005 AMC Family LLC 4D1021 PO Box 2720 Portland, OR 98207 RE: BASCO Tenant Improvement 6750 South 180 " Street, Tukwila WA Permit No. D05 -207 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. Since this project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line, irrigation line and the water supply to the building. The City has determined that the building at the above address has deficiencies on the domestic water supply line and irrigation system. b) Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box /Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. A power supply for the Hot Box /Hot Rock is strongly recommended. b) Landscape Irrigation The existing irrigation Sensus SRII deduct meter shall be upgraded with an ECR -WP register that is compatible to ' the Invensys automatic reading system. No radio is required since it can be wired to the existing permanent meter reading system by installing new PVC conduit between the two meter boxes. Z Z': � J U. UO UU N w. CO LL w� :3. U. Q. i d, �w ` z E- O z� 2� D o. ,O o � w �U ui Z: O z AMC Family LLC Page 2 July 6, 2005 The Public Works Director will withhold approval of Basco Tenant Improvement permit until the Permit Center receives plans for installation of subject devices or a bond for installation of an RPPA on domestic water and irrigation system modifications. If you opt to install, you may install under a separate permit or under the Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the location of the fire department connection and irrigation deduct and domestic water meters in relationship to the property line(s) and the building, sizes of all water meters, connections to the water main, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. Backflow installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5 % of construction cost for RPPA installation and irrigation system modifications) when the application or revision to this TI is submitted. An additional 2.5 % of construction cost for RPPA installation and modifications to the fire department connection and irrigation system will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow and upgrade the irrigation deduct meter by a certain date. This must be done before the Permit Center issues the permit I have enclosed Public Works Bulletin 1 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441, or Jim Morrow, Public Works Director, at (206) 433 -7161, if you have any questions. Sincerely, Joanna Spencer Development Engineer JS:Iw enclosures: Public Works Bulletin #1 Permit Application Policy 99 -01 cc: Will Harris (P:Laurie Admin /Joanna /Letter AMC Family 070605) Z u� O U N o CO W J � CO U.. w O �Ei tL Q CO C=! z F. �0 Z F- w 25 U 0 - 0 1— w w. 0' W Z Z PERMIT COORD COPY'_ PLAN REVIEW /ROUTING SLIP Original Plan Submittal Response to Correction Letter # SITE ADDRESS 6750 S 1 80 ST ACTIVITY NUMBER: D05 -207 PROJECT NAME: BASCO X Response to Incomplete Letter # 1 X Revision # 2 After Permit Issued DEPARTMENTS: I -3I4 B 11 ng Division Public Works ❑ DATE: 01 -25 -06 Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: 'ermit Center Use Only NCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Condition& Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 01-26-06 Not Applicable ❑ DATE: Documents/routing slip.doc 2.2"2 DUE DATE: 02 -23-06 Not Approved (attach comments) ❑ z 11-:. ;- w tr � JU U Cl) CO J � L w� LLQ d. F- W Z I—. ZO U� O N o� w 1:� tL O .z W U= ~O F- Z ` PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -207 DATE: 01 -11 -06 PROJECT NAME: BASCO SITE ADDRESS 6750 S 180 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Bu I in ivision / Fire Prevention ❑ Planning Division F Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 01-1 -06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 01 • j°l'W LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: r TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 02-09-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/roulinb sllp.doc 2.2"2 z �z JU UO Cj)� V) J F DLL W O . LQ = ? F- z� W U� O N O H- w W U 0. .. z. w U= OH z ;- LhNll I COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -207 DATE: 11 -18 -05 PROJECT NAME: BASCO SITE ADDRESS 6750 S 180 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPA RTM�ENTS -- 22 -P< Buf Ov i �ig ision Public Works ❑ Planning Division ❑ Permit Coordinator ❑ Fire Prevention ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: DUE DATE: 11-22-05 Not Applicable ❑ ermit Center Use Only 1 4COMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: )epartments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G. i Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS O CORRECTI Approved Approved with Conditions❑ 3 4 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshoutin8 slip.doc 2.28 -02 DUE DATE: 12-20-05 Not Approved (attach comments) ❑ z Z ; JU UO Cl) C0 z' N O w� U . S2 d =w z� z 0 w �5 U� C) IO F- wW LL O W U= z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -207 DATE: 7 -27 -05 PROJECT NAME: BASCO SITE ADDRESS 6750 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 8-25-05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: -0.5� Bu i ding Division Fire Prevention ❑ Planning Division F Pubic Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7 -05 Complete d Incomplete ❑ Not Applicable ❑ Comments: Documents /routing slip.doc 2 -28.02 z �_- z �w D JU 00 U) 0 CO LLI W = H CO LL w o �a_j LL cod = w W O w U o - o�_ wW F- LL o z w U= O Z 1 i I PERMIT COORD C �py PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -207 DATE: 06 -16 -05 PROJECT NAME: BASCO SITE ADDRESS: 6750 SOUTH 180 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #__,- Revision #after /before permit is issued DEPARTMENTS. A v " • Wilding Division 0 Fire Prevention �] Public Works i - A 0, Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route 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 P4 Staff Initials: Documents/routing slip.doc 2 -28 -02 y " n.���� P n i g ivision Q Permit Coordinator DUE DATE: 06 -21 -05 Not Applicable ❑ PERMIT COORD COPY DUE DATE: 07 -19 -05 Not Approved (attach comments) z �Z �w u� D 0 to 0 W = i �. to w w M� La � = C% F w z= � 0 z�_ W LU �o U O� O F-. wW �U LO LLI z UN H O F-- z PROJECT NAME: 6 ✓ Gt r PERMX NO% —20�- Site Address: T � - -- (,��?.� � ST Origin4� Issue Date: REVISION LOG Revision - No. i Date I Staff I Date Staff Received Initials Issued I Initials I Staff Initials Summary of Revision: y C j Staff I Initials Received Bv: tplease print) (please print) Revision No. I Date Received I Staff Initials ! Date I Issued j Staff I Initials Summary of Revision: Received By: (please print) (please print) z Z �w QQ JU UO ND CO) LU J � N LL w 0 �J LL Q UD = �W Z H I— 0 z F- W U 0- 0 f- w HP �0 .z W CO O z (please print) JAN 24 '06 11 :38AM TUKWILA DCD /PW P,4 City of Tukwila Steven M. Mullet, Mayor Department of Commu Development Steve Lancaster, Director 6300 Southecnter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Pax: 206 - 431.3665 Web site; Ltt#g //tiyww.ci.tukwtla.�a.us ESI�N: SIBM�'Tt Revision submittals must be submitted In person at the permit Center. Revisions will not be accepted through the mal4 fax, etc. Date: 1 Z� Plan Check/Permit Number: D05 -207 ® Response to Incomplete Letter # 1 to Revision #2 � ffeem ❑ Response to Correction Letter # rry C rUKWnA 0 Revision # alter Permit is Issued JA 2 5 ?oO6 ❑ Revision requested by a City Building Inspector or Plans Examiner PERM1T CENTER Pro Name: BASCO Project Address 6750 S 180 ST Contact Person: Phone Number: "3&n V Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: inn /M 0 0 Entered in Permits Plus on 01 - ixP pp lcationslfomu- applicseons on line vision submittal Crcated; B- 13.2004 Rcviecd: z = Z � JD 0 N W= J f.. �LL W O �Q = �W z W O LU � o U ON O F— WW LL z 111 CO) U o~ z t City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htW:A4nm.ci.1ukwila.wa.us k . IU , Shy �4k h t , U v t Q RCS ISION'S,ZTBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 l U Plan Check/Permit Number: CD S O ❑ Response to Incomplete Letter # A CEM ❑ Response to Correction Letter # CrtY OF rVKW►LA Revision # after Permit is Issued JAN t 0 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PERmiT CENTER Project Name: Pris C ..Project Address: (9 - 15`� �O 2 S A Contact Person: SZ A C - - Phone Number: 3 - 7 - ,'S9 — (o S 9 �^ Summary ` o � fRevision: -TV3 s �F --, VV 4 S re Gz�l ors P E i 1 s 1 i i 1 , i 1 i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision on Received at the City of Tukwila Permit Center by: /A - 6ALJffi m Entered in Permits Plus on pp ications forms -app ications on line evision submittal Created: 8 -13 -2004 Revised: Z '~ W OC � JU UO CO CO W J � CO LL W O o� u_ CO d =w ? 1— WO � p. U O N OH =U f- f= u- O Z . CO Z City of Tukwila o y Department of Community Development -' G) 6300 Southcenter Boulevard, Suite #100 /2 Tukwila, Washington 98188 Phone: 206431 -3670 .1908 Fax: 206 - 431 -3665 Web site: http:llwww.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director ?,` VISION rSUBMI'I`'T`AL j Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1, I-1 g ~- O S Plan Check/Permit Number: D65 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # �,�,� Revision # �_ after Permit is Issued 0 �''� q 00 0 t 'Ab El Revision requested by a City Building Inspector or Plans Examiner Nod � a Project Name: �f-SC 0 40 t T p� l rC�b/l'�A Project Address: Contact Person: nO6 /w�(�,�,t�� Phone Number: EEO 3 7 ;R( Summary of Revision: _ Bea-' vt C LID nj C L&� Qf Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Permits Plus on I � I (05 v pp ications forms -app ications on fineVevision submittal Created: 8 -13 -2004 Revised: Z F= `~ W JU 0 0 W� � w O � LL a CO a �w z H F— O z F-- W5 � p C, 1• wW u O z CO O z. City of Tukwila o Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: http:lMvlvw.ci.tulnvila.►va.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions ivill not be accepted through the mail, fax, etc. Date: ` Z+ 0 Plan CheeldPermit Number: D05 -207 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BASCO Project Address 6750 South 180 Street Contact Person Mark Bruun Phone Number: -503 -2S Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on OrrY OF TUKMLA J U L 2 7 2005 applications \forms - applications on line\revision submittal PERMIT GEN I ER Created: 8 -13 -2004 Revised: Z = Z '~ W � JU UO N O J � CO U. W o � U. Nd I=— W Z t-- 1— O w ~ W U 0 CO o ff W 2 U LL I-- tLi CO } O z Residential kr Use Certification King Courrty Department of Natural Resources and Parks Of (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount, capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) ? Ow Owner's Name (Last, First, Middle I lial) Subdivision Name Lot #_. Subdiv. # Block # Building Name (if applicable) LL.t3CT 1C AV_ 'A150 16011 co Property Street Address 4 750 SO drk. f stKA City, State, ZIP W A Owner's Phone Number Q ) or Owner's Mailing Address (if different from above) Property Tax ID # 'f ��3 '— 0 q 10 Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District .E KW I LA _ Date of Connection �S Side Sewer Permit # Property Contact Phone # ( ) Demolition of pre- existing building? 0 Yes NrNo Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, t GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 1 6 3 Water closet, tank or valve, >1.6 GPF 1 8 4 Total Fixture Units I 1 Q J Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = RCE 20 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ ( , —I RCE 187 C. Total Residential Customer Equivalents: (add A & B) CITY OF T + JUN 16 2005 B L PERMIT CENTER i RCE 1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative ' Print Name of Owner % Qtr L /VAIK� Representative tJ Date d2-- f `�� 6� 1058 (Rev. 1/03) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer • ®NN A z �Z �W JU UO N❑ co W J H CO W WO W Q to = l.. W z F— IF_ O z I-- W U❑ O N W 0 w z U= O t— z r � } DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS # Detach •nificatc Phase Remove And Sign Identification Card Before Placing In Billfold RECEIVED CITY OF TUKWILA JUN 16 2005 PERMIT CENTER C z Z � W U N 0: W= CO W. w 0 u. c o ¢. �w �0 z� o co, w t- LL O. Z: U N'. z Look Up a Contractor, Electrici?n or Plumber License Detail Pagel of 3 d Topic Index Contact Info —� Search Home Safety Claims 13 Insurance Workplace Rights Trades 8 Licensing . ........_.,......_.._.- .,..._.. _.... ,................ ........... .... _... 4 .... .... ...._ ......... ..._.... .... .... _..,..._. at ._.......,........... ......... ... .. _. ... .. Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber �.� _..�..,_... ....... ......_._.M..._...._..........- . , ................__.__. __.. - __..._....__.. _..... ..........,........M....._.... General /Specialty Contractor A business registered as a construction contractor with L£tl 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. ' �..._�..__...._._ ,._. .._....__............... .T.._ .......................... _... ..,w....m _.__... a_..._...._..._.,......a ... ...........__.....,.....,,_,_.. . License Information License BRUUNC *OOOOA Licensee Name BRUUN CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI Y 600069141 Verify Workers Comp Premium � Ind. Ins. Account ! Id 36390900 1 I Business Type CORPORATION Address 1 PO BOX 42188 Address 2 City PORTLAND County OUT OF STATE i State OR Zip 972420188 Phone 5092725064 Stat A CTIV E j Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/1/2000 Expiration Date 10/8/2005 Suspend Date Separation Date Parent Company Previous License LORENB *287CW Next License I Associated License Business Owner Information f Z � Z w D U U O Co p: J = F- N O W LL Q co D. =a �-W Z f.. �O w �- W �5. U � N. O WW H ti. O , Z co U O Z https:H fortress. wa. gov /lni/bbip/Detail.aspx ?License= BRUUNC *OOOOA 08/10/2005 s3KYLIGNT / WCa MITT PER LFC MAI 240 OUP (F%S&M TREATED) OR NSU LATED F ACTORY OJIM FAN BAT IP ROOFNG IP AND OVER CURD V2' STEEL ROCS 0 b OL. "CROM BARS • 24' OZ. WELDED TO V$ xl V2' A We STEEL ANGLF FRAME, FASTEN • ALL FOUR SIDES TO CM EXISTNI•a 2x4 STIFFENE 2xb STN ER WV S"P.% N LU 26 EACW ED A TTACI4 TO PURLNS. ••••.' "iiT / &I= VENT rER uFc x102`2 M (POS61 TREATED) AS,ATED FACTORY 0J45 iLT LP ROOFNG > OVER CIOID EL ROCS 0 5' OG UX AM 124' Ot. WELDED TO VON) V2' RM ANGi.E FRAM, FA67M OUR SIDES TO CI C CURB AT SKYLIGHT / SMOKEVENT SCALE 1 112' = 1' -0' ( D WO STUD WALL, 5/6' GYP BID DOTW SAES 342' STEEL STUDS • 24' Of.,„ FROM FLOOR TO UWDERWE OF &APENDED CEILN& cD WEN 04 - HOUR RATED UALL, W TYPE X GYP. W. WTH SVES 2x4 • 16' OTC. FO M FLOOR TO MEROVE OF ROOF OR FLOOR STIEJCTISIE ABOP& NEW OW RATED WALL. SW TYPE ')('GYP. DD. W N SIDES 3 -V2' ® SI EL 67W6 a 24' Or. FROM LAICft TO 11DERNDE OF ROOF STRUCTURE. Q ICI FULL 14EW STUD WALL, SW TYPE X GYP. BO. BOTH SIDES 6' STEEL STUDS 0 24' OC, FROM FLOOR TO UNDER5M OF ROOF STRUCTURE ABOVE. 1E1 FULL WEW STUD IIALL, 5/8' TYPE 'X' GYP. BD. BON SIDES b' STEEL ® STltu' • 24' OiC. 4 R -1 BATT NSULATICK FROM FLOOR TO UNDERSIDE CF RADOF5AaOWE EXISTM STUD NALL,r PATCW AND R011AIR ANY DAIAGfiD GYP. W, FNISW >'JMIOOTH 4 FLUB{ READY FOR PANT. 5 DdSTWj EXTERIOR CONCRETE WALL, IW DdSTNG INTERIOR FURRED 4666, PATCW 1 WAIR ANY DAt'UAd D GYP. DD, FNIE1 S 4001W 4 R USN READY FOR P ANT. ® EXSTtif's EXnMM C4NCRETE uW.L„ 1f1 INTERIOR MUG, 5/8' GYP. W. OVER 340' STEEL STUDS 0 24 Orr. 4 R -H BATT N&L,ATION FR10M FLOOR TO be ABOVE &Wq DED CEILNG 4 STICK POW R-1 BATT NSW.ATION 1W MNR' r F6-25 RAGING FROM CELNG TO P" STRUCTURE ABOVE. a PARTIAL. WW STUD WALL. TOP CF W4l.l. 42' ABOVE STAR LANDING 4 ?fM4D NOGWA. 8 WEIIJ STUD WALL, SW GYP. DD. 50TH SIDES 3-4' STEEL STI,DS • s4' OL, 1c'R01'1 FLOOR TO OF CEiLN1 WATERPROOF GYP. 5D. ON SHOWER ROM Q #F.1! STUD WALL. SW GYP W. DOTN SIDES 3 STEEL STUDS 0 24' OL. FROM FLOOR TO b A k" SUSPENDED CELNG WEN STUD PLI IWj WALL, 5W8' WATEiE°'R M GYP. BAD. DOTN SIDES 8' SEM ® SM* • 24' O.C. FROMM FLOOR TO OVER" OF CEILN!s 1 IE U 67U P WALL, 5/8' G YP. BD. BOTW SIDES, b' STEEL STID6 . 24' O.C. R4 MATT IIUTATION FROM BOOR TO IADER160E OF ROOF STI XrW E. WN STUD WAL.L, SW GYP. W. 50TH SIDES, b WE'EL $M* • 2 Or, Q FROM RoOR T !VeM DE OF ROOF STRUCTURE. Q' } �i• I 3w _ f L" I ice/. CpJCKET V4' / FT. MK SLOPE --3' DIA ROOF ORAN 4 SV TIE DRAN TO STORM SYSTEM DTL. PYA -1 24' 24' 24' A 24' 10 , 24' 24' Y d' ' -6 2A'-6' 20' 21' Eb' 124 r e-apwcr ieoca► rps�i4 3cr�s I 1 i I E IT ��9 10 ti r CURB AT SKYLIGHT / SMOKEVENT SCALE 1 112' = 1`0' ID' -b' TD &� 3' DIA OV9�LOW DRAM WI DIET 2' ABOVE ROOF 4 OUTLET V2 SoFI: I � ` OF G1.8� 1t1 V4 MK II' •0' T.OS. if � i` , r 3' DIA OVERFLOW � rt DRAM 1W INLET 2• `r 5' x 8' C1 ABOVE OF ROM 4 SLOPE ACRYLIC DCM OUTLET V2' MON I • • 2' V4mfT. MK SKYLrjWT � SOFT IT � I 1 11' -4' TOP CF GI-15i = 3' DUA ROM 4 �IO' - b • * �5. &RIP TE DRAM O STOW S TL +3 -: -' s � �— PLYIID V4' / FT. MN. ENTRY CANOPY ROOF PLAN (AT p i I I 9 9 2 fit' 2O'-b• 20' do .7e f— I SWEET SEE ST A-2 FOR V8' I I PLAN OF Ti�IS AREA I ' i I /' CM 40A WOV STAR 4 AREA OF EVACUATION (15 a.C'r> I 2 OGt�'b. i "1 �t + 13' -7- I C2 Q � I I >i a 1 �i ` fib' i 0 6 • r� • n 7 - b -- - T,rr�� a Ir► ;roa • T — E i�li' tT ci r a * w Aft M or o QID QR TO eoo� waoM m a k A= (p PuAm 4w 3c 3c 4w jw 4w s i I .• _ � 11 111 ANN • • • .. _ . r Mr s. - . ME MEE MINE amr., .... — mal i"i6mw'm r , I INS a � 1 NEE *'� , 11 ANN MENNIESINI ANN m0p= i r MINE I1� ANN ANN MISINIENIMENIMICANNE 1 ���', •• of �I lff rr` _ ire - _ • - • T •• Ci A -- . 0 1 _ V il � � r � i, � � it �� �� *�� � .. u• _ — wx.� y 0.0 • • - - - - _ . "iii � - - - r m AND +. C2. • Q � (8Q 65' H w W c 0 co V1 x� E- Inv O Q o� QD EIIIIII WIND W0 WX Z �Q Oa —1 00 �w to 0) Lm cede U • •x+ U t _ ETE FIRS FIDO 1 6 2—STORY CONCRETE BUYILDING 6750 SOUTH 180TH STREET C C C C C C NEW EXTERIOR rAmrmv AREA OF INTERIOR RENOVATION TWO RELOCATED .......... ...... fgsr ...... C C -C C C C COMPACT PARKING . . ....... ........ . STALLS A HC Z HC VAN Ix' A , B GENERAL DEMOLITION NOTES: CONTRACTOR WILL SEAL DOORS, WINDOWS AND DUCTS TO OTHER AREAS OF THE BUILDING TO REDUCE SPREAD OF DUST AND DEBRIS. EXIT PLAN 2 CONTRACTOR WILL DETERMINE THE IMPACT OF REMOVING FIRST FLOOR PIPING. CONDUIT, MECHANICAL, ELECTRICAL, STRUCTURAL OR OTHER ELEMENTS THAT MAY BE DISCOVERED DURING AREA (SF) 8,361 DEMOLITION PRIOR TO DEMOLITION OF THOSE ELEMENTS. OCCUPANCY TYPE B ♦ 3. CONTRACTOR WILL PROVIDE THE OWNER WITH AT LEAST LOAD (USE 100 GROSS) 84 28 28 28 ONE BUSINESS DAY'S NOTICE IF SERVICES ARE TO BE TURNED -_.. __ -__- _._ _ ._ _ -: - _`- = - -� - - - ._ �"_ - __ OFF I �., r�l SECOND FLOOR Bin AREA (SF) 4 318 4. CONTRACTOR WILL REMOVE ALL CEILING GRID, TILE AND , LIGHTING FROM THE DEMOLITION AREA. OCCUPANCY TYPE B LOAD (USE 100 GROSS) 44 22 22 5 CONTRACTOR WILL REMOVE ALL CARPET, PAD AND GLUE(TO THE EXTENT POSSIBLE) FROM THE FLOORING AREA. 6. CONTRACTOR WILL REMOVE ALL BASE BOARD, WALL TOTAL OCCUPANCY 50 28 50 FIXTURES AND OTHER ELEMENTS FROM THE WALLS DURING "� I - _`-"`��. i r r Wm' imIiiie viiiiie iiiiiii 11111111 11111111 1111111 wr DEMOLITION. REFER TO ELECTRICAL CONTRACTOR F ....... INCHES PER OCCUP. .2/OCC .1 5/OCC -2/OCC OR . . .. ............... SWITCHES TO BE REMOVED. TOTOL INCHES REO'D 10 4.2 10 v MEETS MINIMUM YES YES YES k a 0 J* SALVAGE DOOR, RELIGHT. HARDWARE, FRAME AND AS P ,9 REQUIRED FOR RELOCATION. REFER TO FLOOR PLANS FOR LOCATION AND SWING DIRECTION (USE LEAST DAMAGED FOR RELOCATION TWO TOTAL REQUIRED). '01k ............ ....... "'*.. VERIFY ELEMENTS THAT MAY EXIST WITHIN THE CAVITY OF THE '000. 40 ' 2 Z WALL THEN REMOVE SECTIONS OF WALL INDICATED. Y Pk SALVAGE DOOR, HARDWARE, FRAME AND AS REQUIRED FOR ' X ....... 3 RELOCATION. REFER TO FLOOR PLANS FOR LOCATION. _� 1 ;,: L U REMOVE COLUMN CASING, CONDUITS AND BOXES AS ........... 4 REQUIRED. I j I M SALVAGE DOOR, HARDWARE, FRAME AND ASSOCIATED ASSEMBLIES IF REQUESTED BY OWNER. ...... " r4 — — — — — — — --- - - - - -- 1 '" --- """— ? - j 6 REMOVE WINDOW. FRAME AND ASSEMBLY. CUT AND REMOVE SILL AS REQUIRED FOR NEW DOOR ASSEMBLY. Z' 7 CUT AND REMOVE AWNING, PATCH WALL AS REQUIREO TO MATCH EXIST11114C EXTERIOR WALL FINISH �, / C K C 8 SALVAGE DOOR, HARDWARE, FRAME AS APPRORIATE REFER TO EXIT PLAN N 0 RT' H" PLANS FOR NEW SWING DIRECTION. C 3 4 3 2 1- SCALE: 1/1 6"=1'-O" A2 A3 A3 C scope 21 "b" f work C -0 1 C C 12'-011 12'-0 0 3•6n 6 5 4 2 A3 A3 A3 A2 8 D L __T -i T ---------- ----------------- 3 e scope of work root A2 C 4r REVTEWED FOR 4 12 12 \ \ , -� — - -- - - - - , — -- --- - , _ CODE COMPUANCE 1: Z 1Z 0 SCOPE OF WORK o 2 , SITE PLAN --SCOPE OF WORK SCALE: V: 30 9 EXISTING CONDITIONS FiRST FLOOR TOTAL: OFFICE iB: WAREHOUSE: (S! SECOND F._O0R'rO7AL*. `0 =AP7K;NG S_A%DAP0 COVDAC� •ANDCAPPED iNC—D lb -- v 0 E CONS - Z --C — m ON ZC>%'%G 4 1 'VO -is 46.166 SF 8-371 SF 37 SF 4.318 SF 68 CARS 446 CARS 19 CARS ,& CARS VAN III % - SPR.%K_ UREA% CE% I E;z 4r. dop NORTH fr t1 Be 8 AV IN 4 if 4 A-C Be _ __ -W# 0 of so f Is PROPOSED FIRST FLOOR TOTAL OFFICE AND D;SP; _' AY E WAREHOUSE tSl - SECOND FLOOR TOTAL TOTAL PARKING A 8 8 A3 A3 n 2 46.168 SF. ino change SZPAMTE 8.371 S F. no chan in occupanc t i " 11 U" Be 71 lfff4%_6.Jr,. 0 It IN Be 2 37.79, S F. i no chan i REQUmm me If tV 11 e C 4.318 S F . no, c h a n ge ! r • Pb " " WMW is ul*d ID lJTOfS aW cam.1111111,1e,. tt �t 5 a 6S CARS one d1an tt 2 1 N LC*M S 4% dom na 0 &W S*Md cob or --- o apprc Gas p vjlg is 13 3 ION If IF cy Of C;JL IF Ii r BIJUDING DrV=Oly y A Dow Z_ e lf D '11116d be mmDft 10 t I t I reoulm 3 r4of- PhW art L 6 5 �scope of 3 2 A3 A3 A3 A3 A3 FLOOR PLAN DEMOLITION e SCALE: 1, 8"=1 '-0'6 ob 4110 REVISIONS 7/13/05 W � co (D U) 40 o °' U) C) CD 0 U �' 0 < C) m � LO z 0 > 0 z W arm 0 00 LOU III. U. z KA"'; a's Nc'rEC 0-EL"lk ED SAM Al OF F, SKE I'S Cf 41, I Is ■ SCSI Aml 4 CLLCVM I IUIN SCALE: 1/4"=V-0 ' -0" 20'-0" 2 1 .0 1, 28 1_ 4 1, 2 1 .0 11 1 . w- a o _j LL r l 1 Z _ 4'x4' CLEAR ACRYLIC Z W DO SKYLIGHT a 0 LL ► 1 0U i CRICKET SLOPE 1 !4 "FT. MIN. \� 2 1_ 0 11 2 1 .0 11 2 ,_ 0 " 2 _ 0 1, � - -- CRICKET SLOPE 1 /4 "FT. MIN. SLOPE SLOPE 1 /4 "/FT. MIN- 1 /4 "/FT. MIN. N 3" DIA. ROOF DRAIN AND SUMP -/ 3" DIA. OVERFLOW DRAIN W/ TIE DRAIN TO STORM SYSTEM - -- - - INLET 2" ABOVE ROOF AND -- - - - -- _ 3 ,: DIA. ROOF DRAIN AND SUM OUTLET 1 /2" BELOW SOFFIT TIE DRAIN TO STORM SYSTE (3) - CANOPY ROOF NORTH SCALE: 1/4"=-0 1 4 4 A2 <' Face of Canopy Above �, 20 -0" 0 2 -0" 4-0 24 -0" 4-0 2 -0 NOTE= Verify al! dirnensiorls in � held. Veri% aH elevat*n o requirertients n field- .. N I Com Stair and _ ...3 draft b0tt'1 SK*S O a 'h ------ - - - - -- - ---- - - - - - -- 3 1 ._ - - - - - - - - ar�C 'am Ceram ar'*3+T. - l a1m z wr` hRf _ it oa , a 0 � Ei Eve NO'E %" E,xlem-C Dime CANOPY PLAN &_V �1p r* �� ac � er+e►r 2 SrCAI 1 -'4" = %0` 1 1 NEW STUD WALL, 5/8" GYP BD BOTH SIDES 3 -1/2" STEEL STUDS O z (w 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR BRACING H Q AND ANCHORING. REFER TO ELEVATIONS FOR WALL HEIGHT. 2 NEW PARTIAL HEIGHT STUD WALL, 5/8" GYP. BD BOTH SiDES > J 3 -1/2" STEEL STUDS Ob 16" O.C. VERIFY CAP DETAIL WITH O� OWNERS DESIGN REPRESENTATIVE. REFER TO ELEVATIONS 2 FOR HT. 3 OPENING IN WALL TO ACCOMMODATE WINDOW. REFER TO CASEWORK DETAIL ELEVATIONS FOR DIMENSIONS. WINDOW 3 DESIGN TO BE APPROVED BY OWNER OR OWNERS DESIGN REPRESENTATIVE. 4 RAISED FLOOR ELEVATED AS INDICATED. REFER TO - STRUCTURAL DRAWINGS FOR SUPPORT AND ATTACHMENT. 5 ADA COMPLIANT STAIR. TREAD /RISE DIMENSIONS AND RAIL PROVIDED AS REQUIRED BY CODE. RAIL STYLE TO BE APPROVED BY OWNER OR OWNERS DESIGN REPRESENTATIVE PRIOR TO INSTALLATION. 6 ADA COMPLIANT RAMP WITH RAIL PROVIDED AS REQUIRED BY CODE. RAIL STYLE TO BE APPROVED BY OWNER OR OWNERS DESIGN REPRESENTATIVE PRIOR TO INSTALLATION. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT DETAILS. 7 IT IS THE INTENT OF THE DESIGN TO MATCH THE CANOPY ON THE SOUTH SIDE OF THE BUILDING TO THE EXTENT POSSIBLE AND AS ALLOWED BY CODE. IF DESIGN OR MATERIAL VARIATIONS ARE REQUIRED, CONTRACTOR WILL SUGGEST ALTERNATE DESIGN AND /OR MATERIAL FOR OWNER APPROVAL PRIOR TO INSTALLATION. g REINSTALL DOOR. RELIGHT AN HARDWARE SALVAGED FROM DEMOLITION, 9 REPLACE OR REINSTALL DOOR, HARDWARE AND TRIM SUCH THAT SWING IS TOWARD LOBBY EXIT AND MEETS CODE> INCLUDING REQUIREMENTS FOR ACCESSIBILITY AND FIRE y RATING. 4 3 2 A2 A3 A3 fi scope of work .. ". ..•• .: - .. - ..�� �, 2 1,_011 - -------- _ -_ __ T _ _ _ 12' -0" 12' -0" 3' -6" I �' New Canopy!6tair I - - -/ -- -- - - - - -/ / I - -- and Entry Door 6 5 4 I - -� . - - -- -- -- -- - -- - I 2 �.. A3 A3 A3 A2 - - - -- - - I 3 1 0 f scope of work roof A2 8 t� ] DISPLAY �� ? Equal Equal -- -- - -_ - ---- -- 113 tc i�E�.' Ek"1� 1 FOR N OFFICE OFFICE rr CJDE'- C�'>>I�;LF ' - - - - -- DISPLAY DISPLAY c� 101 _ 102 �O nanvl�� _ - 117 _118 8 ,/- 8` <A o AUC -- 5 :005 81 - 011 8,_011 2' -2" 5' -7" 2,_8„ 31-41@ I - — 3' -10" 2' -2" - - \ - tV \ LOBBY 3 - t - �'- N - -- N - �• ._ City Of Twkw► 100 \ \ r - - - - -- cv \ - { f,, 0 n N z„ Q COFFEE / / ;� `► 7 4 -4 - 116 2' - 6,_ " 0 _ 2 - \ -- - - - J .. ...,._ -- - - - -- - - -- - - - - , „ , 11 J , - I - A3 3 -0 ., 3 -0 11 T -0 4 -0 -- -Ali 4 I -0 1, 6.5' , -Align \ N \ \ - _. up up SALES SALES r WOMEN N _. 2 2" 104 103 . P 266" 2C�6" M �' 5 N S MEN 1158 - 2 -- :' o �- - - - A. 0 115A - -- - -- - - - - - - Equal Equal `.Q 3 -0" - DISPLAY o - / - — - -- - ,� /10 c a ! 105 - �- a� 4 w �± Raised floor 1 2" high _ _ -- - - _ ,�- CL (shaded area) N - -- - -- - - - See Stnxx. for details - - - - - - - -- - - - -- - -- -- Q DISPLAY - - - _ __ - _ J1 I - - - 114 _Raised floor 6" high ' 4 (shaded area) N - - - -- - - -- -; 8 J_ 9 - A3 y 2-0 6 : -0:. 2 -6- - \ DISPLAY .''. 109 r 1 a cc _ -- - `,, _ NOTE: - - / - , 6 E Equal \ i , -Equal DISPLAY PROVIDE FLUSH MOUNTED FIRE EXTINGUISHERS `. Y _ Lu AS REQUIRED BY CODE VERiFY LOCATIO!� WITH 112 - _ -- $ 2 -4' 27-4 f OWNER OR OWNERS REPRESENTATIVE PRIOR TO INSTALLAT ` N 2-6 DISPLAY 110 / _ �\ up 6' \ w 1 5 Cr -L� 3 " El -- J 5 -t' 2 DISPLAY 108 � C '/ jr 13 S!a LAY J' J J Amcr 41 107 J DISPLAY • v J �� .i • '+,+,''' �IJ. /% • �,''.�'�, /.�,+''.�' +''!'/'.�'.''/ -- — -- - - -- -. ;{ �' ,� r '. : . f' = .r 1 ?'.+�;' +"�s. �./ � • :''�,,�,,,� —. _ -- — - -- -- - - _... scope of work 6 5 4 3 2 A3 A3 A3 A3 A3 FLOOR PLAN - N W WALLS SCALE :1 /s• =1.0' R[Vi510N5 7/13/05 � W < cc J Q W cn J 0 (D O� V < C) m� Z O z H Q z Q Q > J J O� Z w � � 0 0,0 -: SC E AS W1: ORA 404 CKOkE2 JOB SK ET A2 OF 6 SwEr P S 1 t memo coop 1 0 0 0 0 0 0 1 t memo coop 1 0 0 0 0 0 0 2'.044 T U*) V - 0 11 3'-O'w 1 0'! 6 " 5" C) m U U t co co 0 I N 0 :4 Ak- SALES SALES LOBBY COFFEE DISPLAY DISPLAY 103 104 100 116 114 C. 112 -�-- � � DISPLAY DISPLAY DISPLAY 113 7 - SECTIQN /E LEVATI O N __ _ _ SCAL E: 1/8"=I'-O" 112 SECTIQN /ELEVATION 6 SCALE: 1/8"= V-011 0 0 0 0 DISPLAY COFFEE 116 EXTERIOR CANOPY -SECTION/ELE 4 SCALE: 1/811=1 1-011 co immmmmmm 0 DISPLAY 113 O 5) -SECTION/ ELEVATION __ SCALE: 1/8"=V-01' O WOMEN DISPLAY 1156 109 NATION - 61 ch C, ---------- 30 LOBBY DISPLAY 100 105 EXTERIOR CANOPY 3 SECTION/ELEVATION __ SCALE: 1/8 f 9- DISPLAY 108 DISPLAY DISPLAY 112 ----114 SECTION/ELEVATION SCALE: 1/8"=1' -011 DISPL 113 Wood G- + 1 V-6" A'.'..'. F. Gyp Ceiling +13'. FF 0 0 OL 0 U 4 8 A3 Ex DISPLAY 107 -7ERMT NO CEILIN-G. PAINT ALL EXPOSED SURFACES AND STRUCTURE BLACK r GYPSuv BOARD CEILING OR SOFFIT AT E1 ASONiE Fk%tSH FLOOR -AFF, AS PYMATEED HUNG GYPSUM BOARD CE LING SLOPED `:� NO C IN D!RECTON AS INDICATED c LIGHTPtG FD(TURE TO BE SELECTED By OVO411ERS REPRESENTATIVE P4MATES HOOC)E)04AUST FAN To BE - -t SELECTED BY OVVWR CE&M TEXTURE AND VATEFAAL TO AAATCH SOUTH CAPSOPY 121-0tt 12#-011 Q6'" scope of work ReJrLE% FOR CODF COMP)LIANCE- 211-011 Ir . 1W AUG - 5 2005 r. City Of Tukvvila 2 St ITLOITNI'll DIVISION A2 3 roof A2 C\j , No Ceiling Painted Surfaces Ile NOTE 1 INDICATES I SOFFIT OR WALL Ceiling OFf4CE // ,10FFICE EXTENDS TO UNDERSIDE 10 AFF 101 102 OF STRUCTURE ABOVE. REFER TO ELEVATIONS. . Soffit +9'-O",AFF 104 103 0 ffit 0 cc 0 0 C r faces 8 Ceiling A3 AFF =F vt) BC Ceshm A Verd-s Awadable L Loew, 06PLiv lose in 2 SECTION /ELEVATION SCALE: REVISIONS 7/13/05 W a J � U ) U) C o °' U) �c 4-0 0 00 0 U �' 0 (1) 0 L-0 CD z T -.4 0 AS No r F- SKE'r 3 OF 6 0 z LU 0 O o cc LLJ H z N Cl) C? 0 cr) 0 IWO Lh It ELEV. DISPLAY DISPLAY 0 110 r DISPLAY COFFEE 116 EXTERIOR CANOPY -SECTION/ELE 4 SCALE: 1/811=1 1-011 co immmmmmm 0 DISPLAY 113 O 5) -SECTION/ ELEVATION __ SCALE: 1/8"=V-01' O WOMEN DISPLAY 1156 109 NATION - 61 ch C, ---------- 30 LOBBY DISPLAY 100 105 EXTERIOR CANOPY 3 SECTION/ELEVATION __ SCALE: 1/8 f 9- DISPLAY 108 DISPLAY DISPLAY 112 ----114 SECTION/ELEVATION SCALE: 1/8"=1' -011 DISPL 113 Wood G- + 1 V-6" A'.'..'. F. Gyp Ceiling +13'. FF 0 0 OL 0 U 4 8 A3 Ex DISPLAY 107 -7ERMT NO CEILIN-G. PAINT ALL EXPOSED SURFACES AND STRUCTURE BLACK r GYPSuv BOARD CEILING OR SOFFIT AT E1 ASONiE Fk%tSH FLOOR -AFF, AS PYMATEED HUNG GYPSUM BOARD CE LING SLOPED `:� NO C IN D!RECTON AS INDICATED c LIGHTPtG FD(TURE TO BE SELECTED By OVO411ERS REPRESENTATIVE P4MATES HOOC)E)04AUST FAN To BE - -t SELECTED BY OVVWR CE&M TEXTURE AND VATEFAAL TO AAATCH SOUTH CAPSOPY 121-0tt 12#-011 Q6'" scope of work ReJrLE% FOR CODF COMP)LIANCE- 211-011 Ir . 1W AUG - 5 2005 r. City Of Tukvvila 2 St ITLOITNI'll DIVISION A2 3 roof A2 C\j , No Ceiling Painted Surfaces Ile NOTE 1 INDICATES I SOFFIT OR WALL Ceiling OFf4CE // ,10FFICE EXTENDS TO UNDERSIDE 10 AFF 101 102 OF STRUCTURE ABOVE. REFER TO ELEVATIONS. . Soffit +9'-O",AFF 104 103 0 ffit 0 cc 0 0 C r faces 8 Ceiling A3 AFF =F vt) BC Ceshm A Verd-s Awadable L Loew, 06PLiv lose in 2 SECTION /ELEVATION SCALE: REVISIONS 7/13/05 W a J � U ) U) C o °' U) �c 4-0 0 00 0 U �' 0 (1) 0 L-0 CD z T -.4 0 AS No r F- SKE'r 3 OF 6 0 z LU 0 O o cc LLJ H z DA -,E T -.4 SCA#,. E AS No r - '*A*ft 04ECkEZ L SKE'r 3 OF 6 soft rs ""Cr 10111111111" JUL 2 - 1 N45 its . O REFLE CTED CEILING PLAN Pao"" 'SC.AU: I 18'm V-0* DISPLAY ALT. . 113 r CT RNG REV'F 4` r L) FOR C- CODF '-'ONIP1 TA11P L- AUG O REVISIONS 7/13/05 !> ICU (D W U) C) I �' 00 0 U 4-0 =3 0 00 0 LO P*.- (1.0 z 0 > 0 CL z LU arm 0 00 w ULI �. LL z T 3A . 34 SCA.-E AS 4C-t-, 71 LOBBY 1 --- - - - - -- City Of TjjjQAj j, IL T , 40 r 100 FF RF < COFFEE > :;5 -0 5 5 -C COFFEE 7 116 — — 7 ---— 7 116 C zx - i"D COF A3 A3 - - - - - - A3 C Dw > < r 0 0 0 C RNG 0 0 CHood� SALES COF SALES 3 106 0 104 103 --------- -------- > < 2 SALES I WOMEN 0 - WOMEN mv —y- JI 1158 MEN 0 1158 104 MEN 0 % SALES :CD km A 115A < >< CL C Cy 115A I geleogas CK 6 -0 ,0 Ic 103 Conduit loo- eA 10; U as 4 4 C W C 0 C 0 C 0 —Z G G-': DISPLAY - OD I I CL PLA 7- U Y f. jc -- 105 4 105 JC :P C .r - t ---------- -------- — -- PEr CT I . . - - - . ar 10 It I r 0 ------------------ 0 -C ic - I - I- I 36.,z , DISPLAY 4 go DISPLAY ZA 114 C PIC 114 C KI w ME% A fit G Ic N�- -e I DOS L' 8 - — — — — — — I 2 C C C 8 8 A 8 IN A3 > '106 DrSPLAY 11 4 A3 A3 0 C A3 S DISPLAY 3: z -'E- 109 OWE% 17- C C % &W DISPLAY % 2 112 z Z ir /a le r ------- 4 G:. owl 4 ------ - - 4 - - — — — — — - C Ile, IL TC C le I C DISPLAY C low .. C t C 110 IZ� . % ............. DISPLAY 112 4K- y a. 6 , : DISPLAY A 108 107 too ik m DISPLAY C:3 or 110 2 C C C C C 3 C.-C C 4 z 7, ------------------- d & ---------------- ZZ C cot d X C. jo, C,-* 4f DISPLAY C DIISPLAY jF C jF z 07 41' low I rH;T ON a I � I 1p C r (4 C - ) 4 8 A3 I- Hi 4 j/ jr 0- IF • scope 6 5 4 3 2 scope v"k 3 A3 A3 A3 A3 A3 A3 I A3 A3 A3 A3 -- ---0 O F PLAN - E. CIRICAL & IPMENT REF CTED COUNG PLAN -- UGH ING E.- '-0 SCAU: 118 ' =`1 '-0' CJ �/V7 ��V • 40 1w;v%w JUL tb Is UR %)rLAT L H ood 76 fl, (X1 w < ' DW Ow > < C 113 DISPLAY 10.4 111110, Xx- 113 • D DW ow < zftz DISPLAY wm DISPLAY OFFICE OFFICE DISPLAY 1 117 ISPLAYi 118 OFFICE ow TC' w DW 101 102 101 < 2 117 lie W/D > D Dw DIN 1-00 z4.kz4 zftz a lie A LOBBY 100 REV'F 4` r L) FOR C- CODF '-'ONIP1 TA11P L- AUG O REVISIONS 7/13/05 !> ICU (D W U) C) I �' 00 0 U 4-0 =3 0 00 0 LO P*.- (1.0 z 0 > 0 CL z LU arm 0 00 w ULI �. LL z T 3A . 34 SCA.-E AS 4C-t-, 71 LOBBY 1 --- - - - - -- City Of TjjjQAj j, IL T , 40 r 100 FF RF < COFFEE > :;5 -0 5 5 -C COFFEE 7 116 — — 7 ---— 7 116 C zx - i"D COF A3 A3 - - - - - - A3 C Dw > < r 0 0 0 C RNG 0 0 CHood� SALES COF SALES 3 106 0 104 103 --------- -------- > < 2 SALES I WOMEN 0 - WOMEN mv —y- JI 1158 MEN 0 1158 104 MEN 0 % SALES :CD km A 115A < >< CL C Cy 115A I geleogas CK 6 -0 ,0 Ic 103 Conduit loo- eA 10; U as 4 4 C W C 0 C 0 C 0 —Z G G-': DISPLAY - OD I I CL PLA 7- U Y f. jc -- 105 4 105 JC :P C .r - t ---------- -------- — -- PEr CT I . . - - - . ar 10 It I r 0 ------------------ 0 -C ic - I - I- I 36.,z , DISPLAY 4 go DISPLAY ZA 114 C PIC 114 C KI w ME% A fit G Ic N�- -e I DOS L' 8 - — — — — — — I 2 C C C 8 8 A 8 IN A3 > '106 DrSPLAY 11 4 A3 A3 0 C A3 S DISPLAY 3: z -'E- 109 OWE% 17- C C % &W DISPLAY % 2 112 z Z ir /a le r ------- 4 G:. owl 4 ------ - - 4 - - — — — — — - C Ile, IL TC C le I C DISPLAY C low .. C t C 110 IZ� . % ............. DISPLAY 112 4K- y a. 6 , : DISPLAY A 108 107 too ik m DISPLAY C:3 or 110 2 C C C C C 3 C.-C C 4 z 7, ------------------- d & ---------------- ZZ C cot d X C. jo, C,-* 4f DISPLAY C DIISPLAY jF C jF z 07 41' low I rH;T ON a I � I 1p C r (4 C - ) 4 8 A3 I- Hi 4 j/ jr 0- IF • scope 6 5 4 3 2 scope v"k 3 A3 A3 A3 A3 A3 A3 I A3 A3 A3 A3 -- ---0 O F PLAN - E. CIRICAL & IPMENT REF CTED COUNG PLAN -- UGH ING E.- '-0 SCAU: 118 ' =`1 '-0' CJ �/V7 ��V • 40 1w;v%w JUL tb Is 01.0 GENERAL NOTES 1 These notes set minimum standards for construction The drawings govern over the Structural Notes to the extent shown 2 Contractor shall verify all dimensions and conditions on drawings and in field Coordinate locations of openings through floors, roofs and walls with architectural mechanical and electrical plans Notify owner's representative of any discrepancies 3 Construction means, methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor 4 Complying with all safety and OSHA requirements is the sole responsibility of the contractor 5 Where reference is made to ASTM, AISC. ACI or other standards, the latest issue at the building permit date shall apply. 6 All work shall be in compliance with the "International Budding Code" (IBC) as amended by all other state and local codes, permits, and building department requirements that apply 7 Design Criteria Canopy Dead load 15 f DF #2 -19 percent M.C. Live load 25 psf per 16081 Structural 2x studs Ground snow load, P 20 f DF #2 K.D. - 1512ercent M.C. Flat -roof snow load, P 25 psf Sills, ledgers, plates, etc embedded in or in contact with concrete Snow exposure factor, CO 1 0 Pressure treated Hem Fir #2 AW PA UC4 Snow importance factor, I 1 0 T Thermal factor, C 1.0 Floor Dead Load Retail 20 psf Floor Live Load Retail 8 Common Areas 100 f Wind Basic wind speed 100 mph, 3 -sec gust 0 Wind importance factor, I 1.00 O co Wind exposure B, N - S ; C, E - W section Internal pressure coeff, GC p, +/ -0.55 Seismic Mapped spe ctral response, Ss and S, 1.394 and 0.476 4 9 Site class D Insped hole size, anchor embedment and tightening Seismic importance factor, /E 1.00 Spectral response coeff.. Sps and Sp, 0.93 and 0.48 Seismic design - C2!Leaory D Basic seismic force resistin system Bearing wall system per manufacturers recommendations of epox anchors Design base shear N.A. Response modification factor, R 5.5 W& 5.5 E -W Seismic response coeff. , Cs 0.17, N -S; 0.17, E -W i Analysis procedure used Equivalent lateral force 8 Mechanical equipment, mechanical and sprinkler piping larger than 2 inch diameter or other items producing a hanger load over 50 lbs. shall be hung by a system approved by the owner's representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to transfer these loads to the main structural beams or walls unless otherwise approved. 9. Brace all mechanical and electrical equipment, piping, etc. to the top of structural members to resist 35 percent of its weight by a system approved by the mechanical or electrical engineer respectively. 10 Details shown on the drawings are intended to apply at all similar conditions and locations. 11. Do not scale information from drawings 02.0 FOUNDATIONS 1. The soil pressure used for design was1500 pe and shall be verified by a licensed geotechnical engineer after footings have been excavated, prior to placement of concrete. 2. All footings shall bear on firm, undisturbed soil or approved compacted fill. Footings shall bear at a minimum of 24 inches below final grade. Remove all organic material or soft areas in footing excavations. Provide and install structural fill as necessary. Notify owners representative before proceeding if any unusual conditions are encountered in the footing excavations. 3. Do not excavate closer than a 2:1 slope below footings. 4- Use smooth edged backhoe bucket without teeth to excavate footing trenches, and clean all footing excavations of loose material by hand. 5 Comply with specifications and geotechnical report recommendations for all fills and excavations. 6. Excavations may be made under continuous footings for pipes. Back fill with 3/4 -inch minus crushed rock compacted in 8 -inch lifts to 95 percent modified Proctor maximum dry density per ASTM D1557 or AASHTO T -180. 7. Fill material shall consist of soil approved by a geotechnical engineer that is compactable to the following limit under the weather conditions at the time of construction. Maximum partide size of fill to be less than 4 -inch diameter. Scarify and dry soils if required or use a granular material. Place fill in lifts not to exceed 8 inches and compact to 95 percent modified Proctor maximum dry density determined in accordance with ASTM D1557 (or AASHTO T -180) under footings and floor slabs. 8. Base material immediately under slab shall be a 64nch layer of clean 3/4 -inch minus crushed rock compacted to at least 92 percent modified Proctor maximum dry density in accordance with ASTM D1557 or AASHTO T -180. o . 4C C C' a a f t` i 03.0 CONCRETE 1 Strength: Average concrete strength as determined by job cast, lab cured cylinder shall be 3500 psi at 28 days for slabs on grade, and 3000 psi at 28 days for all other concrete plus increase depending upon the plant's standard deviation as specified in ACi 318. Four (4) test cylinders meeting IBC Section 1905.6 shall be taken at each pour. One (1) cylinder shall be tested at 7 days and three (3) cylinders shall be tested at 28 days. Test reports are to include minimum and maximum cure box temperatures. MINIMUM Mix Requirements: a. Cement content per yard: Five (5) sacks except slabs on grade shall be 5-1/2 sacks. b. Maximum water /cement ratio: 0.50 for non -air entrained concrete; 0.46 for air - entrained concrete: 0.42 for interior slabs. c. Add fly ash to slab on grade and exposed wall concrete mixes. Include the fly ash in the water cement ratio but do not use fly ash to reduce the cement below the minimum cement content. Provide fly ash between 10% and 15% of the total weight of cementitious materials. Meet ASTM C618 with loss on ignition to be 3% or less. Fly ash may be added to other concrete mixes and included in the water cement ratio but is not to be used as part of the minimum cement content. Fly ash is not to exceed 15% of the total weigh; of cementitious materials unless specifically approved and special testtng is provided by the contractor to consider late strength development and finishing. d Design slump: Minimum 3 ". maximum 9". Field variation from design slump +1R inch to -1 inch. When concrete is to be pumped add plasticizers and provide a new mix design to increase slump to a pum pale mix Do not add water. e Air Entrainment: Per ACI at all exterior slabs and flat work f Admix Water reducing admix (Pozzoldh/PolyheedlRheobuild or equal) - g Reduce water used by 10 percent minimum for lit walls h. All admixtures are to be from the same manufacturer unless evidence is submilted venfying compatibility of mutbple source admixtures. 2 Place and cure all concrete per AC I codes and stands 3 Sleeves. pipes or conduits of aluminum shalli not be embedded in structural concrete unless efFectivel y coated 4 Provide control pints in all slabs on grade Joints are to be installed at 14 to 16 feet on center each way maximum unless shown otherwise on the dravxVs All cut fotnRS to be made within t 1 I hour after finishing with an early cut saw 5 Provide 1 /4-i nGh premoided expansion joint maiteenai between slabs and wal Mat are not dowe ed together and aroun0 ooumns that do not have slab bkx*ou s 14 Provide two (2) #5's x opening plus 2' -0' each side around all edges of openings smaller than 15 inch X 15 inch in structural slabs, and place one (1) #4 x 4' -0' at 45 degrees to each corner. 43 .2 CONCRETE ANCHORS 1 Epoxy Anchors Hilti HY -150, Powers RAWL Power -Fast, Simpson ET or SET. a. Unless noted, install threaded A36 rods into clean, dry holes to embed depth as shown on drawings Comply with manufacturer's ICC -ES report for hole diameter. If embed depths are not shown, use manufacturer's minimum depths. Fill hole with enough epoxy to fill all void spaces and insert rod with clockwise twisting motion b. Do not place when epoxy or concrete is less the 50 degrees Fahrenheit, unless special products for cold weather are used C. Do not cut main reinforcing or break out back surface when drilling holes. 2 Expansion Anchors Hilti Kwik Bolt -!I, Power RAWL -Stud, Ramset/Red Head Trubolts or Simpson Wedge AiI. a. Full bearing contact for 3 -inch minimum around each anchor must be provided between the face of concrete and the anchored assembly. Provide non - shrink grout and pack as required to eliminate all void spaces between face of concrete and the anchored assembly b. Do not cut main reinforcing or breakout back surface when drilling holes. c. Provide 3 -inch diameter x 3/16 -inch plate washers for expansion anchors in contact with wood. 3. Headed Concrete Studs' Use Nelson welding process with manufacturer's equipment only, no hand welding. Do not install while deck or steel surfaces are wet. 03.4 LIGHT GAUGE METAL FRAMING 1 - All light gauge steel shapes shall be 33 ksi material per ASTM A-446, Grade A for 18 gage and lighter, and 50 ksi A446 Grade D for 16 gage and heavier, unless noted otherwise. Shapes shown are per Steel Stud Manufacturers' Association. Manufacturer's shapes with equal or greater A, I, S, and R factors may be substituted provided they have ICC -ES research reports. Studs and blocking shall be punched 'C' studs of 20 gage (minimum) material with 1 -3/8 inch wide (minimum) stiffened flanges (unless otherwise noted). 2. Design of framing members shall comply with AISI Cold Formed Steel Design Manual. 3. Screws for connecting steel framing members shall be self - drilling, self - tapping screws with minimum fy = 33 ksi. Connect studs to track with minimum two (2) 06 screws (one each side). Connect multiple studs or joists together with minimum 06 screws at 24 inches on center. 4. Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugle headed, self - drilling screws. 5. Torch cutting of load bearing studs not allowed. Cut with saw or shears. 6. Torch cutting of bolt holes in track not allowed. Drill or punch holes 1/16 inch larger than the size of the bolts. 7. Bearing studs carrying axial load shall be cut so that web of studs is in direct contact with all tracks. 8. Fasten sill track to concrete with 0.145 -inch diameter powder driven anchors at 24 inches on center for exterior walls and 32 inches on center for interior walls unless noted otherwise. 06.0 WOOD FRAMING I. All laminated strand lumber (LSL) to be Trus Joist MacMillan Timberstrand LSL meeting the following criteria: Fb = 2250 psi Fv = 285 psi E = 1,500,000 psi 2. All glue - laminated beams (GLB) to be Douglas Fir 24F -V4 for simple span beams and 24F -V8 for beams with cantilevers or continuous spans per AITC 117 design specification. Appearance grade to be industrial, except beams that are exposed to view are to be premium grade. 3. All lumber species and grade to be as follows: Joists, beams and stringers DF #2 -19 e2rcent M. C. 6' nominal & 2reater beams and stringers DF #2 -19 percent M.C. Bucks blocking i and misc. DF #3 or better Structural 2x studs DF #2 - 19 percent M. C. Plates sills and headers for wall framing DF #2 K.D. - 1512ercent M.C. Posts DF #1 -19 percent M.C. Sills, ledgers, plates, etc embedded in or in contact with concrete Pressure treated Hem Fir #2 AWPA UC3 Posts, etc. embedded in or in contact W ith g round Pressure treated Hem Fir #2 AW PA UC4 4. Sheathing shall be C -D grade with exterior glue. Thickness and index number as noted below. Each sheet shall bear an APA stamp. Install roof and floor sheathing with face grain perpendicular to supports and stagger end joints. Install wall sheathing either horizontal or vertical, and block all edges of sheathing with 2x4 or thicker blocking. Block roof and floor sheathing where noted on drawings and where plywood widths are less than 12 inches wide. Glue floor sheathing to all supports. Protect all sheathing from weather damage and moisture. Replace all buckled or soft sheets. Do not cover sheathing with permanent roofing or finishes until sheathing has a moisture content of less than 19%. Location ThIckininss Index No. Walls 112 inch 32116 Floors 3 /4 inch T&G 48124 Roofs (supp2ft 24' 8 less 518 inch 40120 Roofs ( supports g reater than 24' 314 inch T&G 48124 El 5. Gypsum sheathing and wallboard shall have 2x blocking at all edges and shall be extended to the top plate when shown on drawings to be a shear wall. Nail exterior sheathing with 11 GA x 1 -3/4 inch galvanized shed rock nails at 7 inches on center and wallboard with 6d cooler nails at 7 inches on center unless noted otherwise. Nail to sill plate, top plate, all edges and studs. The contractor shall be responsible to protect gypsum wallboard walls torn weather damage. 6_ Crossbridge or solid block at 8r -0' maximum on center for solid sawn floor or roof joists 12 inches and deeper unless bottoms of joists are to receive direct applied ceiling. '. Framing anchors, joist hangers, post caps, etc., shall be by'Simpson Strong -Tie'. Install per manufacturer's recommendations for tabulated maximum capacities. All manufactured framing anchors attaching to pressure treated lumber shall be hot dipped galvanized and attached with hot dipped galvanized nails. e. All bolt heads and nuts bearing on wood to be provided with a washer. Use hot dipped galvanized washers in contact with pressure treated lumber. 9. All bolt holes in wood to be 1/16 inch larger than the bolt Do not ream or oversize bolt holes. 10. Do not recess bolt heads or nuts unless shown on drawings. 11. Boles in slotted metal plates shat be located in the top of vertically slotted holes and the center of honzontal slotted holes, unless otherwise noted. 12. All nailing shall be per Table 2304.9.1 of the IBC. Nails called for on the drawings shall be common for plywood nailing: box nails for framing: and type recommended by manufacturer for mammum capacity of hwVm and coil m tors. Nail heads shall not penetrate the face veneer of plywood Panels 13 Cutting and notching of joests not allowed A one -inch (1') diameter hole may be drilled in the center 1/3 of width of member depth. NI other holes shall be approved 14 Studs may be notched in the lower 115 of the he5ht of stud for electrical and plumbing pipes but no part of the nosch is to be deeper than 25 percent of width of stud Holes of diameters up to 1 r3 of wK th of stud may be drilled m stud but not in carper 1/3 of height The edges of dnlled holes are to be at least 518 -r fror the face of the stud S Provide deftexbm space over all non- bearng waft located miler opera -web and plaOe wed wood cruses 16 Lag bolt shall be P stafred rr+ lead hp!es as %Aows a The feed hole tar the shank ,has have the same dtart'►rter as the shank and the sane depth as the /argil+ of tf'►e ur'Rhreaded stsa * lb The bad hole for tine threaded port -w sMai1 have a diarnew equal 10 7f' percent of the shank driameler and a iengxh equal to at bast t"e lerVM of the threaded Portion c The Vveaded poitla or the screw after be inserted As lead holle by turning w►4t a wrenich not by sdnvrng w10 a nar*•na Soap or o0w k. wft in" be used on r* screws or !n the lead hole to iipiRaRe roe+Mor" and preve it darnage tc V* screw 011102 WOOD S - Jul woof ► ~ be ono designed by - %a mast Ibc~ or a visor aioorovec Paz ruNes 10 r" oW 1 eqw el be ft - n Seckr ' C of V bra tee: and tree toaow�g a Aafa mbie .+crease a wood rod "m "tw stases due to otraoort of aoaOr� IL ' 5 Pr c&:t mammon + for snow a 25 to cei 4 for P nxi`SI1IOn m& bw waft and i• 33 wcdit for saw"c or w id b sr 1/* IBC e +-tou t clwft skirl be :K 000 olmno tg V* isawerwefs nosed in Secbw i 06 G 4w on of 2 ers seas wieat Zr a mmw sewt9lR and no" eM d T-us .east wiscumn pi"oducrs !l'wo" a wa n01rd M FW cheep 90sci + VwA or OeVI + vWK" vrwg1W apptrpso 3 Locale+ said " %P* r Of Parisi, Omar art any Addfonsal /ells ar w4ape to M on" t rlputrrlQ d t- usppri dw r Cr DMMQ A PraMolr sli2 PM s rtsoeaa>wrp to s«oW uPft and sprvftV vas Covdwurlt alt ltoaos and bc"We vow W&MIC11 0vowsp 5 All bridging, bearing hardware, blocking, hangers, etc , that connects to the joists shall be designed and provided by the joist manufacturer to fit the condition. Use sloped seat hangers and beveled plates as required. Provide load transfer blocks at multiple members 6 Holes through joist webs shall foliow the written recommendations of the joist manufacturer Do not cut or drill joist chords. 7 Design and installation of temporary erection bracing is the sole responsibility of the contractor. if temporary loads are to be imposed on permanent walls, floors or structural elements, redesign permanent structure to support temporary loads 8. Joist erector shall erect and brace foists per the requirements of the joist manufacturer, contractors bracing design, and all applicable codes and government agencies. 9 Shop drawings shall be submitted and stamped by a professional engineer registered in the State of Washington. Submit an ICC -ES report, and comply with all the requirements of the report. 10 Joist manufacturer shall inspect all trusses after they have been erected and sheathing, bridging, blocking, etc., has been installed. Manufacturer shall submit a certificate to architect, engineer, contractor, owner and building official that the inspection was made and that the joists are in acceptable condition and meet with the manufacturers' design and installation requirements. CONSTRUCTION OBSERVATiON, INSPECTION AND TESTING A. GENERAL 1 Independent testing lab to be retained by owner to provide inspections and special WAPWbore sq described herein. 2. Contractor is responsible to coordinate and provide on oft access to of required impactions and notify testing lab in time to make such inspections. 3. Do not coves work required to be inspected prior to inspection being made if work is Covered uncover a necessary. 4. The contractor shall correct all deflcderuies noted in the special inspection reports and/or the engineers field observations reports to bring the construction into compliance wdh the contrad documw is addendur, , RFI's and/or written instructions. The oorkraotor a responsible to request summary reports from the special inspedor and engineer d record at the time of the project substantial oompletion. Prior to requsetinq the Summary Structural Observation Report from the engineer of record the contractor shall submit to the architect and engineer of record a letter stating that all outstanding items noted on previous Structural Observation Reports have been oompieted in accordance with the contract documents, addendum, RFI's, and/or written instructions B. SPECIAL INSPECTIONS I. Required special inspections "I be performed by a N>nlspertdM4 special irapec for per Section 1701 of the International Building Code (IBC) for the hollowirtp: ' itlt+n l Foundalt ma_ i Continuous` I Peftft' T COMmer is Foundation excavation 3 oomparbm of f`$ s I _ 1 geotec nical en ergineer ; Verify coil bearing values w ed in Section 02.0 I BY geotechnical I � engineer Q _J � Monitor aggregate pier installation per Section 02.36 ! I V) � ! engineer ::D T F. rell am, structura elements ode and placement for stn X I I I i ii W Sae footnote 10 b Vlleldir�g of reinforcing X 0 Structural Steel O co r U section Inspect size, length, hook and tie to rekftc ng of X T SWE. z �' hsoldown anchtor boles and archer coda i 4 9 ! Insped hole size, anchor embedment and tightening torque for expansion anchors noted on drawings as - raquinrg spacial inspection - , Inspect We size. depth and cleanliness and instaNation per manufacturers recommendations of epox anchors Verity use of approved design mix r X Preparation of test specimens � -� i X i Macerrtent of Concrete {and shotcnte} I X ' Exceptions per IBC � � 1 704 .4 Inspect curing temperature b techniques X Verification Of concrete strength pricy to namoval of X shores d Arens f➢om stnictural bewr►s and slabs I I *saw= KeNlLance: in aameon to the above � requirements, the following special inspections she$ be See footnote 11 performed . I i Structural wood: a. No", boiling, srcchix N b other fastening of - components of the seismic force resisting system I X incWii ,treats, teases a ! tag drag ho+d -downs ; i Cold - formed s$eel framing: ! , a. During welding operations of elements of the seismic force resisting system X i b. Screw att.chnnerx, bo", anchoring a other fastening of components of the seismic force ` riesisting w s ystem including drag stn#,, braces a X Architecture! I a oaring Berg of exterior cieddirV Sasrrric Design oftim b stAnior not nag walls and int"km b i X ! C�oriss D, E. exterior veneer - I I or F 1 , Qecial kneighon Pr Footnotes 1. Items checked with X shall be inspected in accordance with IBC Chapter 17 by certified spepal imps tors roam a testing agency approved by the building official. 2- Special inspection is not required for work pa fix to d by an approved tabricalor mestirg the requirements of IBC Section 1704.2.2. 3. The special rispeclor *W proms a copy of their nepoit to the owner. arch iect, etnnaxal enpir w, cmitisickm and building official. 4. Continuous special inspection means full-time observation of the work requiring special srspiacbm by an approved special inspector present in the area who the work a being peillbri. 1. Periodic spacial inapecsion means part time or intanitittent observation of the work at intervals necessary to confirm that work requiring speaal inspection is in cornpllim . 5. All welded reinforcing to be ASTM A706. Grade 60. 6. All bidder designed components shall include a quefity assurance program for special inspection where regained by IBC Section 1707.1. STRUCTURAL DEFERRED SUB$NTTAL,S Fax (4) sefs of deft - submittal items per 1BC 106.3.4.2 MuN be submitted to the Engiriew of Record. AN deferred subrriittels shah beam. by s professional engnsner regissend in thie State of Washington (Specialty Engineer) and shah be the sole nespasibiltt of the Specialty Engineer including, but not imided to, design. coadinakion dimensions and intended purpose. Deferred submittal Aws shal include a quality assurance plan as required by Chapter 17 of the IBC. Review by the Engineer of Record she$ be for go si conformance to the design kiadag aiMeria set faith on the drawings and sp a r fica6ona. The defer. submittal items shah not be labricalts or installed ure the design and submitted documents have been reviewed by the Engineer oll Record and approved by the building official. Defierred Submittal last I. Light Gape Metal Framing I. Wood I- Joists iRE� - L EWEL; l' 0 CGDE , ....jMPf -1A 4 S City , )f Uk"' BU T X11,' ;�•'��� - Z_ r 6 6 E?01; CENTER • ti 4h ft 7 1 Or � �r It S 03.1 REINFORCING (CONCRETE) A re:- +bra -s steep seal be ASTM A615 Gracie 6C except toes and stirrups shoal= be Grade 4 2 Re to be wooed sham be AST M A7 06 uraoe 6C 'ado wekbng of rebw tb riot m m Tec 3 1Rrn1 c °-+9 `or concr +-omen! Barnes ano w-rvr bourwary zones of shear waijS sh'.ai• be ASTM A 706 AS T%# A645 %Grade 60 res ftrvrg is oe-wmd oroviced ores tests are swommec " xiocating Tea- :l+e skean reiG strr-gt* o oes'ot exceeO :*�e spocTead 1 sver�gt� by -amore the+- 8 OOC ps anc "ee ratio of -" act,,& ., t-nate Ww.e stress is -e act -aii yoe+ stress s -ot Bess Thar ' 25 4 = abncate ano msto ret..%x rg stee accoroing to AC: 3" s Deters and aetaring of ConCrne Re- r%frer+ert C% 0 -ovwae w%ve site to *rgs Ta -a`Cf a►- verbCa war' P*asW are ccK! - •eir*)rong .,= 45 aar*ews or 2 -'- "`` -mv- :ruess avv wse r+dcarted 6 lac a- :ors " w0rsecs-+5 +b000 2-.".' cr 45 ?rete-s w�*.'"'�evC s greats► SC -ces -- w* and tIct RV - t - ibrcirV s?''i ,e apO c 4 5 JLar - ACS cis 1-r:" wi L 4v ever s greater arc s•-a be stagperec at -ew 41ret at aw-ace ow 8 F'Cv�Oe L tsar 3ar*+e:!' O� Z -�3' >< Z -� ' .:.7r'�C OirS "'�cJ' '+iOr'.2�li 's> br�r.i" g v agis at a 0017^em arc F sr secto 1151 e P-cvae two 2 at VNx>is to ar toc arV sir rtrvous of of art Maly wer%ca awl rv"AwoN sties,/ be plicsC e' % - & esr of wa* .sales stow - cem or Te I vow i 1`4orS1ai ors "Milk be WWW e*W side of ft bins area Oi0mm oxiltloe v!lpCi bars .. P`cve0e r* b +9 -e+:dw co anxed wal =w S urger Vw X* x Xr a 'sac 2'. 46s over v oOlrner>Q ok s 7-C ears, sloe C T•o 21 a6s .r4v x aw wig oars Z-C each► sloe c "wc 2' ass eeicf sOe x %# sfbry PmVit a 0 - ovice 9C dale P b► 01/= at COIr. • '!q6'x• 49Y path GpIA,' Cay1IeiGt be otRir'+l�Q '2 JW Opatr+ee'+¢ sr- 40w Vw 3C' it 312" VW dw%0 , evdbco I ~ t+ww an aiiii~t at iibrfrco Comm Cos► sloes atl3er+ngs evurat tic ft+e awi " dsrvowd and elv+dirgQ Z-1117 1111111111111011 snot d aospetp 3 Aft i mWe via of Oars 1? " sllttlbs •eel Wg" powlae c n E C L or c c c . i- J ` c r r tr eft REVISIONS z 0 w Q _J 0 ---� Z V) � Ce ::D Ce O F. O � i ii W Z 0 O co r U .ems f S� E .ace T SWE. S , Q 4 9 o m i 4 t z 0 Q 0 ---� Z LLJ Ce ::D Ce O F. i ii W Z SCA` E AS ` - 0 .ems f S� E .ace T SWE. S , OF 4 9 i 4 t 6 7 .5 8 9 10 y 12 f S o —o il 'i- 5 5 — 0 "ll 0 GONG STEPS 0 4 LANDING REF: ARCH DWCsB 13 3 Xt 0 i I 11� r I I _ I ; � II �I� � I'• ;Iljl ' ii C G 4C: tom: r C 4 0 11 I 4y: E t; c s Q 4L 9 E 0 x _i 0 a s s v s s ZP r C or C Ir r n c 4c N 'i i i � f � i t i� J T1 i I f I ' i t , l ! I f � f i I i li � f I i r 8 TYP V' Ii - J I C L \ �, iI S 3 I KEYNOTE SCHEDULE MAF�C �IOT�$ I I i ' r i I i 1 j i li 4 600T125 - 33 SLOGKING • 48" O.C. EVERY THIRD JOIST SPACE Q cc 2 1200TI25 -68 BLOCKING • 48" O.C. EVERY THIRD JOIST SPACE < g 'i i i � f � i t i� J T1 i I f I ' i t , l ! I f � f i I i li � f I i r 8 TYP V' Ii - J I C L \ �, iI S 3 I i i Ii ` I i 1 i �I I ; _ I C- i r I ' c f � r \ i i r , 53 -- C i I 4 I 53 �-- RAISED FLOOR FRAMING PLAN l i t { .I L• I f I , NOR -Awn w3s4ow t SCALE. 1 / 8' =1 '-0" 11 1/8" TJI 110 • 24" O.C. 1. 18 N '11 1 53 3 1/2 x S 1/2 LSL _ < 10 6 3/4 x 21 GL5 � I 11 111 /8 "TJI 110.24 "O.C. 3 1/2 x 9 1/2 LSL 5/8" PLYWOOD 8"EATHING APA RATED 40/20 W/ 8d in b" O.G. EDGES t 8d 12" O.G. FIELD NORTH SCALE: 1/8m=1'-0" KEYNOTE SCHEDULE MAF�C �IOT�$ I� I i i Ii ` I i 1 i �I I ; _ I C- i r I ' c f � r \ i i r , 53 -- C i I 4 I 53 �-- RAISED FLOOR FRAMING PLAN l i t { .I L• I f I , NOR -Awn w3s4ow t SCALE. 1 / 8' =1 '-0" 11 1/8" TJI 110 • 24" O.C. 1. 18 N '11 1 53 3 1/2 x S 1/2 LSL _ < 10 6 3/4 x 21 GL5 � I 11 111 /8 "TJI 110.24 "O.C. 3 1/2 x 9 1/2 LSL 5/8" PLYWOOD 8"EATHING APA RATED 40/20 W/ 8d in b" O.G. EDGES t 8d 12" O.G. FIELD NORTH SCALE: 1/8m=1'-0" FOO MNIG SCHEDULE KEYNOTE SCHEDULE MAF�C �IOT�$ MAW NOTM E 5 1 3/4" COX TtG 48/14 SHEATHING W/ 0 8 SCREWS • 6" O.G. EDGES t 5L OGK I NG t IV" O.G. FIELD 4 600T125 - 33 SLOGKING • 48" O.C. EVERY THIRD JOIST SPACE Q cc 2 1200TI25 -68 BLOCKING • 48" O.C. EVERY THIRD JOIST SPACE < g 6 005162 - 43 • 16" O.C. g 12008162 -68 • 24" O.G. 6 350S162 -33 • Irv" O.C. NEW STUD WALL TYPICAL U.ON. SEE 11 c/) 1 2 3/4" COX TtG 48/14 SHEATWINICs W/ 8d NAILS • 6" O.G. EDGES t 10" O.G. FIELD GLUE TO ALL FRAMING FULL DEPTH 5LOCKING OVER EACH SLEEPER AT EVERY THIRD JOIST SPACE 4 5 FULL DEPTH �LOGKIT�ks OVER EACH SLEEPER AT EVERY THIRD JOIST SPACE 2x4 • 16" O.C. ON PT. 2x4 FLAT SLEEPERS • * O.C. W/ 0.145"0 x 1 1/2" EMBED P.A.F. U 3 2x10 • 24" O.C. ON P.T. 2x4 FLAT SLEEPERS • 1' - O.G. W/ 0.145 "0 x 1 1/2" EMBED PAP. • 32" OZ. 6 „ 35"162 3 * 1 SEE C - N W S TUD WALL FOO MNIG SCHEDULE MAW FW 3' -6" x 3' -6" x 1' -0" DEEP (4) 0 5 EA WAY TOP t BOTTOM E 5 2' -6" x 1' -0" DEEP CONT (3) 0 4 CONT 50TTOM F .ir :17MPLD 1 ` COLS- I ��►� I l� l ,,; f �-� CTS P ...- �� ��� T [Egim E 1 ,r .'F t -- We] L► 1 1. i f • 1 E � 1 1 � 1 REVISIONS Q cc W �S Q (n 0 � c/) L 0 0 co U Q m Lo o co cn Z z O >g O —' w � o U w:' D z� DATE_ 3/4/0 SCALE.- AS NOTED OF140t cHIEamQ SA E oao jaw SHEETS2 w 4 9Q t i i • ENTRY C Y FRAMING P LAN NOTE: SLOPE RAMP PER ADA CODE REVISIONS CLEAN FLOOR 1 REMOVE SLOPE RAMP PER ADA CODE 6 ANY PAINT, GLUE, ETC- 6005162 -33 • 16" O.G. g3 BEFORE PLACING RAMP CONCRETE RAMP W/ 6x6 - W1.4xW1.4 NEW METAL STUD WALL WHERE CONCRETE ;� W.WF. I" CLR TOP OCCURS SEE PLAN NON SHRINK GROUT W/ \ L 3 x 3 x 20 GA x 0' FLOOR BONDING AGENT CLIP • 48" O.G. W/ (1) BLOCKING SEE PLAN W/ ( 1) 0.145'' x 1 1/2 EMBED PAP, ` FLOOR CLiP TYPICAL EDGE SCREW SPACING FOR FRAMING SEE TRAGIC TO M,4TGI - 1 3/ � G 48/24 INFO SEE 2 , - FIRE ♦REATEp TYPICAL L 2 x 2 x 20 GA x 0' -4" '8 SCREWS • 24" O.C. G �, -- f JOIST DEPTH t �, 53 � - GAUGE TYPICAL 2 P` ,FOOD SEE FLOOR CLiP b" FROM JOIST ��_��_ _ __ -- = _ _. _ EXISTING SLAB 53 F'L SECTION ENDS t • 48 O x b .C. P.T. 26 • i O.C. RIP TO W l i) "8 SCREW I I � � GO NGRE TE RAMP EACH LEG TO SLOPE RIP EDGE UP 0 8 SCREWS • 16 " O.G. EACH JOIST (2) 0 0 SCREWS TO � EXISTING SLAB METAL FRAMING O O EACH JOIST 0 (2) 16d + + + + NAILS NON °SHRiNK GROUT W/ -- _ -- _ __- __ -- BOND ING AGENT ( ?) 0 8 SCREWS :. a 2x4 • 12" O.G. TO EACH c a a A ��� a.. 10 4 FLOOR CLIP -=. �_ _ (11 0.145 x 1 I/2 MIN .. 4 EMBED P.A.F. EACH FLOOR CLIP < c < W FOR TRACKING ° J Ex'STING SLAB - ---" -- - JOIST SEE PLAN INFO SEE 1 (1) 0.145 "4 x 1 1/2" MIN Sd TOENAILS < \ S 3 EM BED Iro" O.C. PAP. EACH JOIST a + 2 ALT.. tIJOOD FRAMED RAMP �� 3 4 5 ALT woo FRAMING W (D S3 S3 1" = 1 ,_ 0 �� 1 1. = 1 ,_ 0 „ ` J cu 1" = 1' -0" S3 1" 1 _�11 1 1. = 1 ,_/11 L 2 x 2 x 20 GA x 0'-4" CLIP W/ (2) IS SCRE 0 TO JOIST t TRACK 1200T125 - 68 TRACK K 00T125 - 33 TRACK L. SEE JOIST SEE PLAN 1 S3 EXISTING FINISH TO REMAIN NEW METAL rv' TUD WALL FLOOR . c � c C= EXISTING FiNISH TO REMAIN 00 SEE PLAN — — — — — 0 8 SCREWS TO ALT STUD (!I I E DGE JOIST w/ '"8 SCREWS III! BLOCKING • 24" O.G. 0 TOP t BOTTOM TO ALT STUD TRACK S f CEE ! -c I; I FIRST JOIST SPACE "0 P.A.F. 2x RiBBON W/ 8d JOIS' SEE PLAN EXISTING METAL + EXISTiNCs METAL 1 , 1� W/ 1 1/2" MIN EMBED '' G a - TOENAILS • 16" O.G. j�� ; STUD WALL STUD WALL S3 "8 SGREWS • 6 O.G. (2) "8 SCREWS �✓ J Q METAL FRAMING TYP I!� I I' �' 350$162 -33 BRACES `�'--- _ EXISTING SLAB � .; • b' -0" O.G. �E-'�IE�'VED I =Jr BODE �ntvip� r�rJ� r o I I I _E CYO Lo 2x4 'LEDGER W/ P.T. 2x4 SLEEPER _ ! + + I + + 35mT125 -33 TRACK W/ '8 W/ 0.145" x 1 1/2" SCREWS EACH FLANGE -j' 16d • 6" D.C. MIN EMBED PAP. '° TO EACH STUD I • 32" O.C. TYP < o a. 4 a ° AUG 2x4 • 12" O.G. 0 W/ (3) 8d TOE - FRAMING SEE _ NAIL EACH END �' a.'.: . :.a :.Q NO I NFO SEE T PLAN t 1 City `)� Tuk v�� S3 53 TYPICAL TOP TRACK BRACM FOR WALLS T ;Tn1! 6 ALT WOOD FRAM INCs , S BENEATH SECOND FLOOR WHERE C:ELNG�S 83 S3 9 10 WLL CONCEAL BRACING 83 1 .. 1 _01, 1 = 1 -0 S iMPSON SLTT20 EACH M1AX L 2 x 2 x 12 GA x 31/2" EACH �50T125 -33 W/ '13 CLOSURE TRACK END OF WALL W/ (5) 010 SCREWS • ib" DEG. r END OF WALL W/ (2) 08 4 1 - 0 11 MIN 4 1 - 10 '. MIN P.T. POST SEE PLAN SEE 1115/83 SCREWS TO DOUBLE STUD EACH FLANGE TO I SCREWS TO STUD t (2) 0.145-4 SIt"iP30N LGBbb END STUD ! PAS. W/ 1 1/2" EM15ED TO CONCRETE c f GAL v POST BASE + + + + : (4) 0 3 TIES • 4" O.G. TOP O • 0,� LS x 0 -6 8" O.C. OF ED WALLS 1 I I 35OS 2 -33 • 16" O.C. (2)'8 SCREWS TO I i 3505162 -33 STUDS I! � 3505162 -33 STUDS AT CORNERwS STAGCsFR SPLICES e EACH -t STUD 1 ( AL EA.-44 STUD I I ib" O.C. TYPICAL I + Wo 4 -m Mi O G. TYPICAL MIN : Q +1 350T125 -33 TRAGIC W/ f 350T125 -33 TRACK W/ I i 350T125 - 33 TRACK W/ I a ( .) as SCREWS EAGN ' . � � � � 0.145 � PAS. W/ if1 = . 1 I 0.145 o PAS. UJ/ 1 1/2 (11 � SCREWS E,4GN " 1 " 0.145 "• PAP. • 48" OTC. ! I r LEG EACH STUD ( MiN EMBED • 16" o:C. LEG EA STUD ( r I MIN E"''�SED • 32" O.C. I I $SCREWS • 16'' O�G. ( ,�,� 2 a 2 ! I EACH FLANGE r G f I SCRE EA :l LEG U1JlU C ° SECTION 2-2 ,�' c . ° C G ,� d n �r G' TO EAGN STUD 4 � 0 _ i ... d - 35' 125 -33 STUDS i • 24" O.G. ;q; EQ _ i 1 T Z ?� EQ --, FOR rmoo . .%r_j S , ZE MON WALLS r� G" TO s-or' L+oNO I� w i1L.L.rB > sir T+o erg L�ONC� 11G w A1.L8 � s-vr L+ol�l0 � �`- W 53 53 53 t 'RE'NFC�4C i'�s TYPICAL TOP' TRACK FOR WALLS SEE PLAN SEE =%-AN � Z 1f TYPICAL FLOOR CONi�ECTiONS FOR WALLS WITHOUT TOP TRACK BRACING 12 WTT'HOUT TOP' TRACK BRACING 13 � 83 a '-0 `7 o Amm"s5-33 'R1�,�C-' i o E : NL. EDGE NA L. =x 8T COerG S►�°50N Ll-rrB __ •4 • /2' PI -WD 5± -4EA"' -- L.1J 9 A006'6 -33 ST..DS i =A T'E .435 • $ C.:. rl ! it w • 4a.. C ' 0.40 - v. +.rA" i r ` •' �' . SGRE x.15 3 i 8 .�s.G L� ` 2e s SEE qqr r. . � . •a x 2 -Qi �." EAR•.' - r ! � 2 Q I UOr i ii I�� v �- JC S` SEE g'..A% oc Pit— x8 Q L • 1 . �� ` a .iC� •.3S 2 ,� w y �+ I .. • �\ SEE � � 11! HIV w - !r. F / ��""_� .0 S 5E o' bx� • 2A G�,... ;'F'"IED 5 s �: - —_ '' t .'� e 1= �- tics C.a T�IQ1rg B r 4z Q Ex S �.. 10 ANE. �. arm rFC 'r0' am - - bi i 4 - 1 cA rE_ 3/4/t5 53 � •--. •—. •, < �- • 4�bnb� 33 S"..DS � f a � • � - • t, ,,. SEE or`�;,N E 1 - �c�, SCAic_ AS �'E� 49 �-. s ss�IlE xacc �c-.�s -�3 .,� +a1_„1� ,;;; s�E o_,,e�, � �Wr O*Om� •- ,�c -33 TRACK *V _ � SAE 5C.74E'�. • a ^.: _ '� +�.A • Q� '• WAF. • i GIG. I • It :•�P • • • s Q % 5' ' "i fir.. i OTC. E =)GES S''4GCs . i • C Y3'' 1 �— NCMD- SEE 0 1!2 "0 x 4" MIN EMBED END STUD WALL BOARD EACH FAGS l4) 5 DOl1t� PLAN THREADED ROD W/ EPDXY W1 0 1 SCREWS • '1" O�G. TO ° ALL FRAMING 1/2" WALL BOARD EACI -1 FADE ADDITION C41 0 8 SCREWS EACH 2 " x 20 GA DIAGONAL STRAP W/ % SCREWS • 1" O.C. TO END OF SPLICE TYPICAL - ALTERNATE DIRECTION FAR PLAN ALL FRAMING C 2) •8 SCREWS , � '3 TIES - DOUBLE 3505162 -33 � •8 SCREW • ib O.C. 4 a - BACK TO BACK W/ SIDE OF • • .. —., - � .'.. -- '� r�•..r . � _ +�. .�+. .._... —. .. �— ....��r . — —•-. — -.�• �a .iwa�'.w ate►.— N.�' 7...��..A..�..y.� � �� — t a _�.- ..a -.• � R a�.r aati _.._. - _ _.. —. _ -� -r. - - JAL >.""ii•• i �. —.,—.. •8 sCR�Ews � 16" o.G. 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