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Home My WebLink AboutPermit D11-075 - BELFOR PROPERTY RESTORATIONBELFOR PROPERTY RESTORATION 4320 S 131 PL EXPIRED 10-18-11 Dl 1 -075 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hap: //www. ci. tukwi la. wa. us DEVELOPMENT PERMIT Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Project Name: BELFOR PROPERTY RESTORATION Permit Number: D11 -075 Issue Date: 04/21/2011 Permit Expires On: 10/18/2011 Owner: Name: NORMED SHAW PTN Address: PO BOX 3644 , SEATTLE WA 98124 Contact Person: Name: CAELUM ROBERTS Address: 7310 15 AV NW , SEATTLE WA 98117 Contractor: Name: BELFOR USA GROUP Address: 3826 WOODLAND PARK AVE N , SEATTLE, WA 98103 Contractor License No: BELFOUG99OBJ Phone: 206 957 -9800 Phone: 206 632 -0800 Expiration Date: 12/20/2012 DESCRIPTION OF WORK: ADDITION OF STEEL FRAMED WALLS AND WOOD FRAMED CEILING IN AN EXISTING WAREHOUSE. THIS SPACE WILL BE USED FOR THE CLEANING, DRYING, AND STORAGE OF BUILDING MATERIALS, FURNITURE, AND EQUIPMENT. Value of Construction: $9,020.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0025 Electrical Service Provided by: * *continued on next page ** doc: IBC-7/10 D11-075 Printed: 04 -21 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 1-t I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am : uthorize• to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 7 loss ,v1,4J4u// Date: G%' a/ r !I 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. PERMIT CONDITIONS: 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: 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. doc: IBC -7/10 D11-075 Printed: 04 -21 -2011 7: A final report documenting required spe = nspections and correction of any discrepan noted in the inspections shall be submitted to the Building Official. T nal inspection report shall be prepared by > pproved special inspection agency and shall be submitted to the Building Official prior to and as a condition of 'nal inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) doc: IBC -7/10 011 -075 Printed: 04 -21 -2011 24: Egress doors shall be readily openable the egress side without the use of a key or 41) cial knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: 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) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-075 Printed: 04 -21 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 4320 South 131st Place Tenant Name: Belfor Property Restoration King Co Assessor's Tax No.: 7349200095 Suite Number: 100 Floor: 1 New Tenant: ❑ Yes 10 ..No Property Owners Name: Normed Shaw Ptn Mailing Address: PO Box 3644 Seattle WA 98124 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Caelum Roberts Mailing Address: 7310 15th Ave NW E -Mail Address: croberts @gracearchitectspllc.com Day Telephone: Seattle (206) 957 -9800 WA City State Fax Number: (206) 682 -3159 98117 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Belfor Property Restoration Mailing Address: 4320 South 131st Place Suite 100 Contact Person: Kurt Daviscourt E -Mail Address: kurt.daviscourt@us.belfor.com Contractor Registration Number: 6€ L F r7 V G ?9 0 3J Tukwilla WA City Day Telephone: Fax Number: Expiration Date: 98168 State (206) 632 -0800 Zip Dc C. 16 260 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Grace Architects, pllc Mailing Address: 7310 15th ave NW Contact Person: Caelum Roberts Seattle WA 98117 E -Mail Address: croberts @gracearchitectspllc.com City State Day Telephone: (206) 957 -9800 Fax Number: (206) 682 -3159 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Swenson Say Faget Mailing Address: 934 Broadway Suite 100 Contact Person: Robert Henry Tacoma WA 98402 E -Mail Address: rhenry@swensonsayfaget.com H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City State Zip Day Telephone: (253) 283 -9470 Fax Number: (253) 284 -9471 Page 1 of 6 BUILDING PERMIT INFORMATION Z06- 431 -3670 Valuation of Project (contractor's bid price): $ d 2-0°° • Existing Building Valuation: $ 3,498,100.00 Scope of Work (please provide detailed information): addition of steel framed walls and wood framed ceiling in an existing warehouse. will be used for the cleaning, drying and storage of building materials, fumiture & equipment. Will there be new rack storage? ❑ Yes O.. No If yes, a separate permit and plan submittal will be required. 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ig Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes `® No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 1I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS` Floor 40,000 2,319 III S -1 2nd Floor 3`d 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ig Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes `® No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 1I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY III 1 LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: Print Name: AEL-1,M (13T5 Mailing Address: 731 0 15 zI AYE N1,/\-) Day Telephone: SLR?M City Date: 3 Zod•Z7I -?595 14/A 961)7 State Zip IDate Application Accepted: Date Application Expires: H:Wpplications\ Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh CA12-1 11( Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7349200095 Permit Number: D11 -075 Address: 4320 S 131 PL TUKW Status: ISSUED Suite No: Applied Date: 03/21/2011 Applicant: BELFOR PROPERTY RESTORATION Issue Date: 04/21/2011 Receipt No.: R11 -01145 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 06/07/2011 02:54 PM Balance: $0.00 BELFOR USA GROUP INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1920 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 06 -07 -2011 40 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 7349200095 Permit Number: D11-075 Address: 4320 S 131 PL TUICW Status: PENDING Suite No: Applied Date: 03/21/2011 Applicant: BELFOR PROPERTY RESTORATION Issue Date: Receipt No.: R11 -00551 Initials: User ID: TEM 1165 Payment Amount: $464.52 Payment Date: 03/21/2011 04:05 PM Balance: $0.00 Payee: BELFOR USA GROUP, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1903 464.52 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $464.52 278.80 181.22 4.50 doc: Receiot -06 Printed: 03 -21 -2011 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Structural Calculations For: Belfor Warehouse TI 4320 S. 131St Place Suite 100 Seattle, WA 98168 Client: Grace Architects PLLC 1927 Post Alley Seattle WA 98101 March 15, 2011 Project #: 1750 - 2011 -02 Index: Criteria- Design Criteria L- Lateral Framing Design G- Gravity Framing Design FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 2011 City of Tukwila BUILDING fIVI4if M CITYRMILA MAR 21 2011 PERMIT CENTER PftO1S Seattle Office- 2124 3`O Ave., Suite 100, Seattle , WA 98121 Ph. 206.443.6212 Fax.208.443.4870 Tacoma Office- 934 Broadway. Suite 100. Tacoma . WA 98402 Ph. 253.283.9470 Fax.253.284.9471 swensonsayfaget.com Criteria Sheet Codes: Structural: New elements: IBC 2009 and the City of Seattle's Amendments to The IBC 2009;ASCE 7 -05 Wood: NDS 2005 Steel: AISC 13th ed. Concrete: ACI 318-05 Dead Loads: Floor Seismic: Flooring 1 psf 3/4" Ply 2.3 psf Joist 2.6 psf 5/8" GWB 3.1 psf Misc. Mech 1 psf 10 Use 10 psf Live Loads: OCCUPANCY CAMGOPY 11 IMPOt2TANCi: PACfOR 1. 5111 CLA55 D = 6.5 Table 1 -1 Table 11.5 -1 Table 20.3 -1 Table 12.2 -1 Ss= 1.479 ASCE 7 -05 / NSHMI Sds = 0.986 Ss= 0.509 ASCE 7 -05 / NSHMI Sd1 = 0.509 Floor (Warehouse Light Storage) 125 psf Solis: Allowable Bearing 2000 psf ,I 1G 0:4 r4i445.612 cA.1,4144✓IoJ; ti , , 0,+4 14- Don43 LJ1- (t2i, .2' °' '<1: 6.02k GA4171 - 10/'4f/ ,r-A0516 mrs rr SWENSON SAY FAGOT A STRUCUPAI. [NCO' CORING CORPORATION 932 Broadway Avenue . Suite 100 . Tacoma . WA 98402 2124 3rd Ave. Suite 100. Seattle. WA 98101 Office: 206.443.6212 Fax: 208.304.5899 Belfor Warehouse Date: 3/14/2011 Project #: Design: RDH Sheet: Criteria ,J/4 i a Imo! L.A Yo() - 14, J,. 3e. :1 4 4 :1 mti 194 ck 444 e>6p -t0L 7D -a &i. , 42) 451.4 L TO pep1.A+ E 0-k _C2./do .�.� L ��1 1✓'uru0$!2°5 t-15E 2.. r'• >✓ '6 rA91-4- 1-e7 G28 "44 4�h1� f3is1: e,. 4 -I C1.0) 36ti• Imo' -. 0 2.4101(1.)1t,6) s.61,--10121 rr SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 Seattle • WA 98121 Tel: 206.443 .6212 Far 206.443.4870 Tacoma: 934 Broadway • Suite 100 . Tacoma WA 98042 mi. ,C1. /AU .fU7n C... oco. goo. n,n. � ua�.5 Protect Date Proj. No. Dels—'� Sheet 1,43 C� l Co+... 11.4 w t74 -,7 .21u t7.1. I.L ?l' 4 1 ePeP pV3Z 2aov7 Cep20i1 617 � y y It 170-4A- tW-Acr t 00� Go G 5010' L. L. i ►..1 1.<1 45141-1e, t[7 i ove' r. sv-1 6.011:, 1.2 tvu�l,� 2 i.-72 rimSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 pra pt Uti2 u4 D3/141 k1) Pro). No. t Design (/s1 Sheol 0;1�1 =.I a, 20: > -A= b. "15'� • 1.00.49 Vo% t,Apuot,`1- 6"0.- A. 120"6 r- 1. 12. =�1.� . &I. XIS .�b. 2. I 1 '. %212.9& tel)612I G� 4. CSI /i,)vt G►20 , \a j,- 11 i J.18 5.12* Gv a , d, P �►� % 2.3� 1�1 Al ► o:c2 ; w. 1,s5 117:03 �, "fix 1� 6 G fib. 2 a4,„ Ki :16,071 tav LL.1 to• gyp• r 570b q076, G£. ttA Wes. %. i•e'r Lk 1-1-4.1• 14 4. IA,. i !,Y, -% eta- t2 25.35 rt SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle' 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 fax 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma WA 98042 Te1 . 253-284 •9470 Fax 253.284.9471 iv\i;�� • Project i)A4) VI 1 Date Design Sheet A. C‘0i4 -'1%. I 1,-10.014 41.V 31i,u It? t& W ve ! x.11" I-,, - 4,11•01 �. LI \J :Iv, P14- eNn= 015 2 171.1d AII A z .r 1* et6w >" , AG' ?,.014/ AiU..- a7 i G9J)J or UAW? ¥o44tr#4,(D M0241004-) ; z 1519L N+G�Z ;12 -d' 4e,1 %' A- 'l c • V1) Q : 6,q)z +s4,II ;,„t, s.A.14„ \iMr*"(-- ft‘ 12`4-",1b 4110 rr SWOO A STRUCTURAL ENS ENGINEERING N SAY FAG CORPOT RATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206-443 .6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100. Tacoma • WA 98042 Tel 253-284 .9470 Fax: 253.284.9471 Prolec V Date ) Ivi1 Prod. NNjo....�� Design Sheet' Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48759 Longitude = - 122.28053000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa= 1.0,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.479 (Ss, Site Class B) 1.0 0.509 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48759 Longitude = - 122.28053000000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D- Fa= 1.0,Fv =1.5 Period Sa (sec) (g) 0.2 1.479 (SMs, Site Class D) 1.0 0.764 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48759 Longitude = - 122.28053000000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D- Fa= 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.986 (SDs, Site Class D) 1.0 0.509 (SDI, Site Class D) IL-c-.0i2- 11 Arr \ 1.60 2 40. =1� I.�„a -4'' A lot 4174"i .% Ajigago Ts=. J4CE)t4? 144::-. 12,1),C2'+ 4u4• e44-)4. 2Ge1;> ms s 67 i'-rI • -rg,t., !s+-4 WA- . d (%) 3,-, (11.2-(1),,,_ (150 1,4,1% i 10� .. / 15o r�4do: '''J 6"; 1.4.?2' r 1:71-= 1210,7r Akww 4c; rac.44r ,oi,)( g) '4. *043 4 1,p4 (. Z tZt a 4 rap 46 64' CO tpl. 'el- 4'•p � 1,1' 01,1 \01,1 'r.4) : rmAx3,0 16. °.4. gi& 4% , r.4.1-: 1.1 ila -141 ''Gr 01%0'1'11 ati ikW 63'-4.' ''`1�'l. / 20es;11<' )4[(1'i -,p-' 1iZ1. �.ltrr '� ,rrl.lr taef ter9'. `'O, 04 /1A 1 v4'.tom ."' 0 A.1j A--r t I1 raSWOO A STRUCTURAL ENS ENGINEERING NSAYFAG CORPOT RATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284 .9470 Fax: 253.289.9471 Project 1 1 Date Proj. N Design Sheet ti , ":• - a�dBasic.Pro e'nie's lwitti'Reds,natloistwith is4i ={iI Vertical' EI z10!'''• Nailed Floor. ,Biue-Naile, Flog7; it Ib) ' , ((bsu% ,(P11 Llbs)• ' 'Sheathing , ' w` SheathingF ( its) Red -I45" Joist (4115! _ .. ., • Y. �, ; a; iactlonfit ertiea� bs)_ 1,970 10'380 4,605 gl24" 00% 12.690 5 34500 13 830 4 850m 14 960 16 085 1750: 5 470m 4 975m 5,5901°1 17 205 .2900' • :4025. Red -I90'" Joist 1i67.-.4lta 1,246 1,366 4600•' >;=20"3c 3 006 19100 2 450 2 900.. - 2'450 2.900- R:Ar' 5 80000 5,8001n '5,800m 5 800m 5 80000 5 ;800? 6.6- 2'900 5 306;' Red- I90H'" Joist 3,810 1:4' 10 960 " 13090 §` 15 065 17 010 1.109 875: • 3970 4100 xp2V 22' 4 420 4135 4 735 ". 4890 5'840'', 6 155 20 855 2 345. 5 800m it424"x I 5 80000 a180. 26 520 • 28380 • 16 050 2 900 • 59304- 6;710 2 900, 5 800' '' Red- 19oHS'" Joist 1410: 2,150 5,310 25 640 28 695 3998 6 985U1 34 730 6090 6 985m • 28', 7 310m 7 640m 43 630 46 560 10 057 • The stated allowable design properties aro for loads of norm') Buie con Adjustments to the allowable design values shall be in accordance with the app meer�se factor. (1) Do not increase joist resistive moment properties by a repetitive -me (2) For possible increases in shear capacity see below. (3) For de 2ecti paalccuulat paw . Assumes 24' joist spacing (12' spacing for I90NS joists) Red -IT" Joist Shear Design When joists are used as simple -span members, the design shear Is equal to the shear at the face of the support .. donth are used as multiple -span members, the design (4) interpolation between bearing wale (5) Reaction capacity hadetermined based Re Bu Itml products. Allowable be on suppoiting members shall be checked. (6) Refer to page 16 for web stiffener details. (1) 1' bearing length length it required red at intermediate reactions. (8) 7' bearing length required e 'C1 W s 18% Where: R is the percent reduction R - R.25 W Is uniform load in plf GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2009 SEATTLE BUILDING CODE. 2. DESIGN LOADING CRITERIA: OFFICES FLOOR LIVE LOAD 50 PSF FLOOR LIVE LOAD (CORRIDORS ABOVE FIRST FLOOR) 80 PSF FLOOR CONCENTRATED LOAD 2000 LBS WAREHOUSE LIGHT STORAGE LIVE LOAD 125 PSF MISCELLANEOUS LOADS STAIR AND CORRIDOR LIVE LOAD (UNLESS OTHERWISE INDICATED) . . 100 PSF PARTITION LOADING 20 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS,Vs =8.48 KIPS(ult) SITE CLASS =D, Ss= 1.48,Sds =.986, S1= .509,SD1 =.509, Cs =.151, SDC D, Ie =1.0, R =6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. QUALITY ASSURANCE 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION CONCRETE CONSTRUCTION PER TABLE 1704.4 EPDXY GROUTED INSTALLATIONS PER MANUFACTURER 10. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC- FORCE- RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1707 OF THE INTERNATIONAL BUILDING CODE. A COLD FORMED STEEL FRAMING REQUIRES PERIODIC INSPECTION OF WELDING, SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, BRACES AND HOLDOWNS. 11. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC- FORCE- RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL TESTING FOR SEISMIC RESISTANCE PER SECTION 1707 OF THE INTERNATIONAL BUILDING CODE. A. REINFORCED CONCRETE MOMENT FRAMES, AND SPECIAL CONCRETE SHEAR WALLS, COUPLING BEAMS REQUIRE TESTING OF REINFORCING AND PRESTRESSING STEEL PER 1708.2 OF THE INTERNATIONAL BUILDING CODE ACI 318. B. STRUCTURAL STEEL MOMENT FRAMES AND BRACED FRAMES REQUIRE TESTING AS REQUIRED BY AISC 341. GEOTECHNICAL 1 FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3 RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 14. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH SLABS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 15. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 16. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON IBC WEATHER EXPOSURE. DESIGN STRENGTH IS f'c = 2,500 PSI. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. 18. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315 -99 AND 318 -08. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 20. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 21. EXPANSION BOLTS INTO CONCRETE SHALL BE STRONG BOLT WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC -ES REPORT NUMBER ESR -1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 22. EPDXY- GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET -XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. ESR -2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A -36 UNLESS OTHERWISE NOTED. STEEL 23. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. MARCH 18, 2005 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS. 1. AS NOTED IN THE CONTRACT DOCUMENTS. 2. BY THE DELETION OF PARAGRAPH 4.4.1. 3. REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. 24. ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 25. ALL ANCHORS EMBEDDED IN CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 26. COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO SIZES AS PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, ICBO ER- 4943P. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE 2007 AISI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS AND THE ASSOCIATED 2007 AISI NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING. DESIGNATION: 600 S 125 - 33 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 33 Fy = 33 ksi 18 AND 20 GAUGE C. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. D. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF - TAPPING SELF - DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK -FLEX (ICBO #4780), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE /TYPE /POINT SHALL BE #8- 18 ( #2 POINT) OR #10 -16 ( #2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10 -16 ( #3 POINT) OR #12 -14 ( #2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO- CENTER SPACINGS OF 1 -1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE- RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTELMENT, UPON REQUEST. E. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" 0.0. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 600S125 -33 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI - STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" 0.C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE - PINS @ 24" 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE SCREWED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" 0.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN- PUNCHED AND HAVE AT LEAST 1 -1/4" FLANGES. THE DESIGN OF INTERIOR COLD FORMED STEEL NON- BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. WOOD 27. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 28. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI /AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. OR APA -EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. OR APA -EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000'RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 29. MANUFACTURED LUMBER, PSL, LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARDS NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC -ES REPORT ESR- 1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. ALL BIG BEAM LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC -ES REPORT ESR -1940 WITH A WATERPROOF ADHESIVE MEETING ALL REQUIREMENTS OF ASTM D2559. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) LSL (1.55E) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI DESIGN SHOWN ON PLANS FOR PSL, AND LSL IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12 %. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 30. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE RED -I JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 31. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 32. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 33 PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED)SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ -A (UP TO A RETENTION LEVEL OF 0.40 PCF), CBA -A (UP TO A RETENTION LEVEL OF 0.41 PCF) , CA -B (UP TO A RETENTION LEVEL OF 0.21 PCF) , OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ -A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA -A (OVER A RETENTION LEVEL OF 0.41 PCF), CA -B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 34. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2011. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME CONNECTED. 35. WOOD FASTENERS WITH "ITS" SERIES JOIST TO FLUSH BEAMS WITH "MIT" ONE -HALF OF THE NAILS OR GRADE (MINIMUM)AS MEMBERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED SPECIFICATIONS: SIZE 8d 16d BOX LENGTH 2 -1/2" 3 -1/2" DIAMETER 0.131" 0.135" ON THE FOLLOWING IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 36. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF &PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. FLOOR FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS UNLESS OTHERWISE NOTED. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON- CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON- CENTER TO INTERMEDIATE SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T &G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON- CENTER UNLESS OTHERWISE NOTED. 09 -01 -2011 Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAELUM ROBERTS 731015 AV NW SEATTLE WA 98117 RE: Permit No. D11 -075 4320 S 131 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/18/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/18/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --loa ql____ Bill Rambo Permit Technician File: Permit File No. D11 -075 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PENH PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -075 DATE: 05 -25 -11 PROJECT NAME: BELFOR WAREHOUSE SITE ADDRESS: 4320 S 131 PL - SUITE 100 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ing Di ision V� N os Public Works ihM Fire Prevention Structural qe— I4 DZ (j'L Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-26-11 Not Applicable Comments: Permit Center Use.Onik: INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-23-11 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERNIIT COORD COPIfI. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -075 DATE: 03/21/11 PROJECT NAME: BELFOR PROPERTY RESTORATION SITE ADDRESS: 4320 S 131 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 4in ision W ic Works tillA re Prevention Structural JO � L j( Planing Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IN Comments: Incomplete n DUE DATE: 03/22/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route III REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/19/11 Approved Approved with Conditions [J Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: 1,44,411/L),.,.„L" SITE ADDRESS: 43 S ( 1 PERMIT NO: ' V (�1 ORIGINAL ISSUE DATE: REVISION LOG 7S- -;14-1/1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ', -S`-1/1 (1)-1?--. I VIi/l Summary of Revision: ciney Soov W t-o A„ (9-6 to 7 - D Received by: ,, be,, ,q-G1.— REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/25/2011 Plan Check/Permit Number: D11 -075 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # m Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BELFOR WAREHOUSE Project Address: 4320 SOUTH 131ST PLACE SUITE 100 Contact Person: CAELUM ROBERTS Phone Number: (206) 271 -1595 Summary of Revision: DOOR #4 CHANGED FROM 6' -0" TO T -0" STORAGE ROOM MOVED TO UNDER LIDDED AREA WITH THE OTHER TWO ROOMS AND ALL THREE NEW ROOMS ARE SMALLER. Sheet Number(s): ALL ALCOVED CITY OF TUKWILA MAY 25.2011 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revisi n CZ L. Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ( ` H:\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Revision SubmittaLdoc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople P,f ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name BELFOR USA GROUP INC UBI No. 602089710 Phone 2066320800 Status Active Address 185 Oakland Av Ste 150 License No. BELFOUG99OBJ Suite /Apt. License Type Construction Contractor City Birmingham Effective Date 1/11/2001 State MI Expiration Date 12/20/2012 Zip 48009 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTH01174B4 NORTHWEST OFFICE INTERIORS Construction Contractor Resilient F /Counter M /Plastic Carpet Laying 1/24/1983 7/1/1986 Archived BRIDGCC186R3 BRIDGEWAY CONSTRUCTION CO Construction Contractor General Unused 12/23/1982 12/31/2000 Archived DAVISC'302N4 DAVISCOURT CONSTRUCTION CO Construction Contractor General Unused 8/24/1970 7/1/1987 Archived Business Owner Information Name Role Effective Date Expiration Date YELLON, SHELDON Chief Executive Officer 10/30/2008 Amount CIOLINO, JOSEPH Chief Financial Officer 10/30/2008 GL4870886 JOHNSON, JEFFERY L President 01/01/1980 10/30/2008 DAVIS, MARK W Vice President 01/01/1980 10/30/2008 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 HARTFORD FIRE INS CO 35BSBBZ7167 01/01/2004 Until Cancelled $12,000.00 11/16/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number' Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 13 Ins Co of the State of PA GL4870886 04/01/2011 04/01/2012 $1,000,000.00 03/31/2011 12 PHILADELPHIA INS CO g14376513 04/01/2010 04/01/2011 $1,000,000.00 04/06/2010 11 NATIONAL UNION FIRE INS OF PA GL0919561 04/01/2009 04/01/2010 $1,000,000.0004 /07/2009 10 NATIONAL UNION FIRE INS CO GL1617663 04/01/2008 04/01/2009 $1,000,000.0004 /07/2008 9 AMERICAN HOMEASSUR CO GL1800093 04/01/2007 04/01/2008 $1,000,000.0003 /30/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 04/21/2011 . „:, E r _ t.K s(7�F LS5 , .1 `5 .,,,._ _. ?11 J • i[3 B OUS BELFOR WAREHOUSE OR WAR 4320 SOUTH 131ST PLACE SUITE 100 . -� REVIEWED FOR TUKWILLA, WA 98168 OWNER: Comm A mpRov ._ �` t' .30 ®E COMPLIANCE it =_'.� BELFOR PROPERTY RESTORATION RC NAN M N -z VE CONTACT: CAELUM ROBERTS OCT ,,1; -2011 MA' 2 6 Cllyof BUILDING 2011 L, u IIa IVIRInN PHONE: 206 - 957 -9800 . • EL �� rf FE LE Permit No. PL GENERALNOTES: PROJECTDATA: SHEETINDEX: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN BUILDING AREA: 40,000 WITH THE 2009 INTERNATIONAL BUILDING CODE (IBC) SEATTLE AMENDMENTS. AREA OF ALTERATION: 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT, TRANSPORTATION, AND UTILITIES NECESSARY OR EXISTING TENANT REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS EXISTING TENANT REPRESENT THAT THEY EACH HAVE MADE A THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS, AND THAT THEY HAVE EXAMINED THE CONTRACT DOCUMENTS IN COMPLETE DETAIL AND HAVE DETERMINED THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE EXTERIOR WALL OPENINGS: AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS NO CHANGES PROPOSED OF THE WORK AS NECESSARY FOR PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS, OR RESOLUTION OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH MINOR ADJUSTMENTS SPRINKLER SYSTEM: AT NO ADDED EXPENSE TO THE TENANT. WHERE SUCH MINOR ADJUSTMENTS AFFECT EXISTING TO REMAIN. EXTENSION FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE PERMIT BY OTHERS. ARCHITECT FOR REVIEW AND APPROVAL. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE, ALL FIRE RESISTANCE: NO CHANGE TO EXTERIOR WALLS REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT, INCLUDING - INTERIOR PARTITIONS NON -RATED REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES AND BE RESPONSIBLE CORRIDOR NON -RATED PER FOR ALL ROUGH -IN CONNECTIONS. FIRE ALARMS: 4. ALL WORK SHALL CONFORM TO TYPE III CONSTRUCTION REQUIREMENTS. NONE REQUIRED PER IBC 907.2.2 5. ALL MATERIAL SHALL BE NEW UNLESS NOTED AS EXISTING. FIRE EXTINGUISHERS: 6. MATERIALS, ARTICLES, DEVICES, AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS TO BE PROVIDED AS NEEDED BY REFERENCE TO BUILDING STANDARDS, BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCE STANDARDS, OR BY SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED, FOR EGRESS WIDTH (IBC THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATION, . 0.3" /OCCUPANT, 36" MINIMUM SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL ENERGY CODE INFORMATION: OF AN ITEM NOT SPECIFIED, SUBMIT A REQUEST FOR SUBSTITUTION SEPARATELY. FROM REQUIRED SUBMITTALS, PROVIDE COMPLETE BACK -UP INFORMATION FOR PURPOSES OF NO CHANGE TO EXTERIOR ENVELOPE, EVALUATION. DRAWINGS AND ATTACHED 7. INTERIOR FINISH MATERIALS TO MEET FLAME SPREAD REQUIREMENTS PER.CODE. DESCRIPTION OF WORK: ARCHITECTURAL : SF ADDITION OF STEEL FRAMED WALLS AND WOOD FRAMED CEILING IN AN Al .00 PROJECT INFO, TITLE & INDEX EXISTING WAREHOUSE. WILL BE USED FOR THE CLEANING, DRYING AND 1722 SF STORAGE OF BUILDING MATERIALS, FURNITURE & EQUIPMENT. A2.00 SITE PLAN SPACE FIRST FLOOR: 11,185 SF ADDRESS: A2.01 FLOOR PLAN 4320 SOUTH 131ST PLACE SUITE 100 A2.02 EXITING PLAN SPACE SECOND FLOOR: 2 ' 319 SF TUKWILLA, WA 98168 A3.00 SECTION & DETAIL TAX PARCEL #: 7349200095 S1.00 STRUCTURAL PLAN & SHEARWALL SCHEDULE • S1.01 . STRUCTURAL DETAILS ZONING DESIGNATION: C /LI OCCUPANCY: F -1 AND S -1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fi= •Coy = • Co • o s i acknowledged: �. , Date: 6. - �� City Of T�kVV11 BUILDING DIVISION TO NEW. ROOMS SEPARATE TYPE OF CONSTRUCTION: TYPE III PROJECT TEAM . . BELFOR WAREHOUSE LEGAL DESCRIPTION: CITY. RIVERTON REPLAT LOTS 1 TO 5 LOTS 5, 6, & 7 TGW PORTION OF VACATED 43RD PLAT SOUTH ADJ - CITY OF TUKWILLA ORDINANCE NO 1104 TGW LOTS CITY OF TUKWILLA IBC 1018.1 EXCEPTION 4 14, 15, 16 TGW PORTION OF VACATED 44TH PLACE SOUTH ADJ - CITY OF DEPARTMENT OF COMMUNITY DEVELOPMENT TUKWILLA ORDINANCE NO 1168 6300 SOUTHCENTER BLVD. #100 TUKWILLA, WA, 98188 APPLICABLE CODES: PHONE: 206.431.3670 TUKWILLA MUNICIPAL CODE (LAND USE ) 2009 TUKWILLA BUILDING CODE GRACE ARCHITECTS PLLC PER IBC 904 AND 906 2009 TUKWILLA EXISTING BUILDING CODE SER-lPIATE PERMIT 7310 15TH AVENUE NW 2009 TUKWILLA MECHANICAL CODE REQUIRED FOR: SEATTLE, WA, 98117 2009 TUKWILLA FIRE CODE PHONE: 206.957.9800 TABLE 1005.1) : 2009 WSEC Mechanical Electrical CONTACT: CAELUM ROBERTS PER IBC 1018.2 Plumbing MECHANICAL VENTILATION: Gas Piping OWNER: BELFOR PROPERTY RESTORATION SEE A7 SERIES SEPARATE PERMIT BY OTHERS. City of Tukwila LIGHTING FORM. BUILDING DIVISION 4320 SOUTH 131 SEATTLE, WA 981168 6 PLACE SUITE 100 PHONE: 2.0800 CONTACTT: : K KU URT DAVISCOURT 4435 REGISTERED ARCHITEC „• /'( It RALPH W. ALLEN STATE OF WASHINGTON © 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA = ' ' r — __1 OBERTS REVISION #: 05 -25 -2011 BELFOR WAREHOUSE ` -- _�"Attentown '. 4-,. . In i �� cf, r T " _ <., 1241h St 8 r °9ef,vat t _to__ [: 4 155 �" '� :, ,', ''$ DOOR SCHEDULE • DOOR ROOM MODEL TYPE FINISH WIDTH HEIGHT FRAME FIRE NOTES 1 CLEANING TBD DOUBLE PER MN FR. 6' -0" 8' -6" PER MNFR. N/A 2 CLEANING TBD SINGLE PER MNFR. 3' -0" 6' -8" PER MNFR. N/A R. -3,. ;n E 4. z �.7-' 3 DRYING TBD DOUBLE PER MNFR. 6'- 8' -6" PER MN FR. N/A S 12 8th at d ryet,3 i 1„ r, 'S' ' 4 STORAGE TBD DOUBLE PER MNFR. 7' =0" ' -6" PER MNFR. N/A ; �,t,�� f REVISIONS -r' S , ts��t m F. �, Riverton 131th �:t 5 1 2 :tth at 1_1u,n',1 � , 'Gih 5 137th l« r`i ;:k .,. ,..._ I . � (]-� �..r j '.s �M1 Ci r t � if � 1 1 t �3r+t ' St i roe n r .. � x �ti 1 ?th c G, r� , , m 1 - u .�. "'i i <w,- _, ii �.._ 4 �ti� .,,` � Foster ,- iJ 59 Fjt It ` , � t•R' a 4_,Z.' i 1 • ,y _ _ �' � �e`T. U� lf'r )// s 133th , -1 �a 5140th' t ^�, i 4? A1 .00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW • e, Washington, 98117 Seattle, 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllo.com No changes shall he mate to the scope of work without prior approval of Tukwila Building Division. ROTC: Revisions will require a new VICINITY MAP RECEIVED MAY 25 2011 plan submittal NTS and may include additional plan review fees. gall7 lb . I REVIS.ON.N0.-: PERMIT CENTER n g EXIST. TENANT SPACE - NO CHANGES PROPOSED. ROPER L/NE r EXIST. PARKING TO REMAIN S 131ST PLACE BUILDING PLAN 1/16" = 1' =0" SITE PLAN 1/32" = 1' =0" REVIEWED FOR CODE COMPLIANCE 'vE MAY 26 2 t1 City of Tukwila BUILQI�Ir nnn�ln�� OCT ..119 2011 RE:vION �O:L p11 -07s ECEIVED MAY 25 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE © 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA OBERTS A2.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen@gracearchitectsplIc.com 001 9\ - 4X4 COLUMN WITH 5/8" GYP. WRAP BEAM PER STRUCTURAL ABOV CLEANING 918 SF OCC: F -1 0 co REVIEWED RODE COMPLIANCE P .COVED mj 2 6 211 City of Tukwila BUILDING Dniis n11i SIGN: "NO STORAGE ABOVE" 24' -8" 32' -O%" 9 BEAM PER STRUCTURAL 11 7 / I-JC P =P 3 8" CE LING STS AT 12" O.C. S1.00 4" PLYWOOD LID OVER EW ENCLOSURES BELOW 1ST FLOOR PLAN 1/4, = 1'=0" W 68' -3" EAM PER RUCTURAL POST PER STRUCTURAL, TYP. BEAM PER STRUCTURAL // 32' -03/4" ir\ CEILING FRAMING PLAN PLAN 1/411 _ 11_0, OCT ,192011 SION Nal_ 11 -075 RECEIVED MAY 25 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITEC RALPH W, ALLEN STATE OF WASHINGTON © 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA OBERTS A2.01 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com ( BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 001 CLEANING 918 SF OCC: F -1 1. BELFOR WAREHOUSE / /' / / / EXIT TRAVEL DISTANCE ROOM 001: DISTANCE TO FRONT EXIT: 154' -10" DISTANCE TO REAR EXIT: 140' -0" ROOM 002: DISTANCE TO FRONT EXIT: 164' -6" DISTANCE TO REAR EXIT: 101' -6" ROOM 003: DISTANCE TO FRONT EXIT: 174' -9" DISTANCE TO REAR EXIT: 82' -3" / REVIEWED FOR .ODE COMPLIANCE AtbvED ,/ MAX. DISTANCE ALLOWABLE: 250' -0" (IBC 1016.1) / MAY 26 21111 City of Tukwila BUILDING DI11ISIDISJ /' / OCT ..1:. 2011 / LJ'. 1� EXITING PLAN 3/16" =1 =0 " BISON NO.-11_ s RECEIVED MAY 25 2011 PERMIT CENTER © 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA OBERTS A2.02 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com FIRE N/A (1) LAYER 5/8" PAINTED GWB EACH SIDE (DINING SIDE ONLY AT TYPE 1A) 6" METAL STUD; GAUGE AND SPACING PER MANUFACTURER'S SPECIFICATIONS FOR EACH LOCATION FILL CAVITY FULLY WITH CONTINUOUS ACOUSTICAL BATT INSULATION AT ALL LOCATIONS W1A GWB (1) SIDE ONLY W1 6" METAL STUD GWB PARTITION ASSEMBLY 1 3" = BUILDING ASSEMBLIES NOTES: 1. TYPE "X" WATER RESISTANT GWB IS NECESSARY AT TOILET, SHOWER, KITCHEN, AND SIMILAR "WET" USE SPACES. IN NO CASE SHALL FINISH ALIGNMENTS BE COMPROMISED. 2. BLOCKING TO BE PROVIDED WHEREVER REQUIRED BY MANUFACTURERS RECOMMENDATIONS, INDUSTRY STANDARD, OR FOR ELEMENTS THAT SHOULD REASONABLY BE ASSUMED TO REQUIRE BLOCKING. 3. WHERE NEW FINISH MATERIALS ARE INTENDED TO ALIGN WITH EXISTING FINISHES, ENSURE THAT NEW AND OLD MATERIALS ARE THE SAME AND THAT COLOR, PATTERN, AND GENERAL APPEARANCE REVEAL NO VISIBLE BREAK LINE BETWEEN NEW AND EXISTING CONSTRUCTION. 4. WHERE FIELD CONDITIONS RESULT IN SUBSTITUTIONS OR ADDITIONS OF MATERIAL THAT COULD POTENTIALLY IMPACT CLEARANCES, CONTRACTOR SHALL FIELD VERIFY THAT MINIMUM CLEARANCES ARE PROVIDED AS SHOWN IN THE DRAWINGS. FINISH ALIGNMENTS SHALL NOT BE COMPROMISED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR ALL FINISHES USED. EXIST. CONC. COLUMN BEYOND 2X12 RIM JOIST REVIEWED FOR ODE COMPLIANCE PIDROVE hi—d 26 2011 City of Tukwila BUILDING i111/1grflli 2X BLOCKING PER STRUCTURAL 3 1/8" X 18" BEAM 12 "TJIAT12 "O.C. 3/4" PLYWOOD 20'-2" SECTION 1/2" = 11 =0" 2 LAYERS 5/8" GYP. 31/8X18GLB 51/8 "X18 "GLB EXISTING CONCRETE NEW 4X4 COLUMN WITH 5/8" GYPSUM WRAP BEYOND OCT ..1,a2011 REVI$IOftNOLL pi -o7 N"' ECEIVED MAY 25 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARDHITEC 0,/ RALPH W. ALLEN STATE OF WASHINGTON Iai © 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA OBERTS A3.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com n� 1 6)4-"O 4��_ 41 .V V/,0 )4 102 4-1-1-lec2 4.14 5 a)GQ •��. *Lv 1!e>.x l� f'" e74 4. L_- 11 Afr 6.0 bxbrez-A- (1.1) S4 *.1-&'•>412/1 co 5)4 L2 GrL 51/e,')4. Do not scale drawings. Refer architectural drawings for all dimensions:: New interior slabs shall be 4" minimum thickness. Reinforce with. #4's at 18" o/c each way centered in slab. Provide vapor barrier below slab over free draining gravel over firm native soils or structural fill compacted to 95% density. For actual top of slab elevation refer to architectural drawings. Typical : floor framing consists 3/4" T &G plywood, face brain perpendicular to sup orts overjolsts joists,per .lan. Nail sheathing with 8d at6 "o.c. edges and over shear wall 12 "oc field. See clans for additional joist requirements All artition wall headers shall be (2) &ex, . Provide (2): bearzng studs each end of all headers unless noted otherwise. or equal as post cap at all beams to .isolated posts unless :01 PROVIDE efer: e :i ral `'Structural Notes for additional requirements. PROVIDE EDGE SCREWS AT EA CONT. TRACK (typ.) lAglie.--17X PANEL USE OBIL, STUDS MIN. 0 WALL ETAS (tr.) SHEATHING SHALL BE INSTAUED VERTICALLY SCREWS TO INTERMEDIATE FRAMING MEMBERS Lac SCREWS EDGES 0 #8 SCREWS @ 12" TRACK TO EA. STUD SHEATHING WHERE OCCURS TRACK CONNECTION CONT. TOP TRACK EDGE SCREWS 0 ALL JAMB, CORNER ac WALL END MEMBERS WA* 1712- CCNT. BOT. TRACK 441'6, SHEARWALL SCHEDULE 3ard't Mv60/6-1. PROVIDE PANEL EDGE SCREWS TO EACH MEMBER TRACK SELECTION EACH SIDE. GAUGE TO MATCH STUDS • SW TYPE MIN. STUD MIL (GA) SHEATHING FASTENER SPACING AT PANEL EDGES TRACK CONNECTION (TOP & BOTTOM) BOTTOM TRACK TO STEEL OR CONC. BELOW ALLOWABLE CAPACITY (LSB./FT.) 12' -0' MAX. 16' -0' MAX HEADER 6035162 6ODS162. 3 s03S200-68 :.; (2) 6005137 =43 SWI 33 (20) /'x:: L,--f' 6" (1) ROW ;a SCREW 0 3' * I6a,,a .P4' 7 . SW2 33 (20) ��Gj,7 ri. . . 3" (2) ROWS 18 SCREW 0 4' �ler°it tj %`,�` , /1�fj . .0b NOTES: 1. REFER TO GENERAL NOTES AND TYPICAL DETAILS FOR STUD FRAMING REQUIREMENTS 2. O.S.B. SCREWS SHALL BE NO. 8x1" FUT HEAD WITH 0.292" MINIMUM DIAMETER. ` �� t i5.19 /*2" / L,t(�.aliAL 1 h{� A- 1 (4 'L -;) 1661 � ✓Pi0-.22f1..146 0400- v1 /Ami'l11. 3. 4. INSTALL SCREWS TO INTERMEDIATE FRAMING MEMBERS AT 12" U.N.O. 5. PROVIDE BLOCKING (54 MIL MIN.) BETWEEN STUDS WHEN TOP OR BOTTOM PANEL EDGE DOES NOT BREAK ON A CONTINUOUS TRACK. EDGE SCREW PANEL TO BLOCKING. ' /Q1,' 4w A .1c7.1-1 lz✓Cgl M - i7 7 P Ita 1,1�U' 7. . RIFER TO PLAN FOR SHEARWALL HOLDOWN REQUIREMENTS. a COORDINATE MINIMUM STUD GAUGE REQUIREMENTS WITH BEARING WALL SCHEDULE. THE HEWER GAUGE GOVERNS. CRIPPLE STUD. GAUGE TO MATCH ADJACENT WALL STUDS 0 16 "oc MAX 600T12.5. GAUGE TO MATCH HEADER (typ.) HEADER PER SCHEDULE CRIPPLE STUD. GAUGE TO. MATCH ADJACENT WALL STUDS 0 16 "oc MAX HEADER TYPE 2 COPE FLGS. TO ALLOW FOR CONN. TO WALL STUD. PROVIDE TEmK ina SCREWS 0 4oc MAX (3) 16ga. ANGLE CUP TS W/ (2) COPED TRACK W/ (2) ,LL{1O T( SCREWS TO JAMB JAMB PER SCHEDULE 6001125. GAUGE TO MATCH HEADER (t)p.) HEADER TYPE 1 (1) ;i TEK. ES SCREWS 16ga. ANGLE CLIP Tde W /'(2) 110 TEX SCREWS EA. LEG CR COPED TRACK W/ SCREWS TO JAMB (2) 110 TEK JAMB PER SCHEDULE REVIOWED FOR CODE COMPLIANCE' APPROVED MnY 2 6 2011 City of Tukwila BUILDIN( nnnSlnN OPENING FRAMING SCHEDULE WALL HEIGHT MEMBER OPENING WIDTH 4' -0" MAX 6' -O" MAX 8' -0' MAX. 10' -O MAX. 12' -0' MAX. 16' -0' MAX HEADER 6035162 6ODS162. 3 s03S200-68 :.; (2) 6005137 =43 (2) • 600S137-43 . StU 6001125 600T125-.3 5162 43 ; ' 600S162743 6005162.54 JAMB (2) 600S162 (2) 6COS162 -,j (2) 6005200 -54 (2) 600S162-54 (3) 600S162-54 NOTES: 1. * SCHEDULE KEY: : TYPE 1 : TYPE 2: CRIPPLE STUD. GAUGE TO MATCH SILL 0 16'oc MAX. PROVIDE UNDER ALL WINDOW MULLIONS (typ.) .I CRIPPLE STUD. GA. TO MATCH SILL 0 16'oe MAX i PROVIDE UNDER ALL WINDOW MULLIONS (typ.) FASTENERS AS READ. 0 JAMB STUD PER SCHEDULE (1) tip TEK ES SCREW SILL PER SCHEDULE SILL 'TYPE 1 EA. SIDE OF JAMB BOTTOM TRACK REVETtONNO.tL p‘.\„., 0 7 5 SILL TYPE 1 s:r OCT 182011 BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITEC RALPH W. ALA STATE OF WASHINGTON • • 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA RECEIVED MAY 2 5 2011 PERMITGENTER FASTENERS AS RECD. 0 EA. SIDE OF JAMB BOTTOM TRACK Typical Exterior Wall Opening S1.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen@gracearchitectsplIc.com BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER' BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 tl ,.... 11 / , '//<7 \ /K! 1 WCOk .141Z M \7 Jo v / ///> 1/ , \'> ,Z•1,*'\\/)NV /'/ \ -+.-)\ ..,\ A, N.`i\ / , A \\:2", r\-‘, '1\ \ i\ \ A /\ s I e-0t-1 FOOTING SIZE . &• REINF. .*121)44012-11L, L PER PLAN ALL • FASTENERS INTO' PRESSURE .TREATED• WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES, . ,._ «®SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Proj. No.� Design • Sheet rim N FAGE ASST RUCTURAL ENS ENGINEERING SAY CORPOT RATION Seattle: 2124 Third Avenue • Suite 100 Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Project V mSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124. Third Avenue -Suite 100 • Scatile • WA98121 Tel: 206.443'• 6212 Fax: 206.443.4870 Tacoma: 934 Broadway- Suite 100 -Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Proj. Design Sheet BELFOR WAREHOUSE 4435 REGISTERED ARCHITEC • • 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. ECC or ECCQ SERIES CAP AS REQD. TO FIT BEAM BEAM PER PLAN SPLICE WHERE SHOWN ON PLAN OCT .19 2011 SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA RTS POST PER PLAN m rtaiSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 r � SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Proj. No. t.•i it '� 6t 21t4l2i2t1 Date ® Projec t Seattle: 2124 Third. Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.-443-6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284-9470 Fax: 253. 284.9471 ' SWENS.ON SAY FAGET A STRUCTURAL 'ENGINEERING CORPORATION Seattle: 2124 Third Avenue-Suite 100 -Seattle • WA 98121 • Tel: 208.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100-Tacoma • WA 98042 r.l. 1c•!•lou. nu7n C.w 7SZ.7AU.03f7t Ihf2nit. Date Proj. 1 N_ o• Desi ghY7 -tV' Sheet . GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com FILE COPY rf � t i 9 i E .� fir'` `e� a�, �_s .... ... . __ ....._,_. _. , ....._... .. _... ._... . e ..... .... ... _ _ _ ....._,. ,'J :.uMi .wJ r {FF &'t7o � ,a Penult ■-G� B 0 Li s Plan review approval is subject to errors and om!ssions. OR WAR OCT.1`t9 2'011 Na! of construction documents does not authorize !R:CE SUITE 100 o�; ;droved Field Copy and ., • I �� Is ed: TUKWILLA, WA 98168 OWNER: CO M M 1 M P ROV �l. Ri-is-- �� Date: , � ' z l - l / BELFOR PROPERTY RESTORATION RCM NAN M N CONTACT: CAELUM ROBERTS � City ��a BUILDING DIVISION PHONE: 206 - 957 -9800 GENERAL NOTES: PROJECT DATA: SHEET INDEX: ARCHITECTURAL DESCRIPTION OF WORK: ARCHITECTURAL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN BUILDING AREA: 40,000 SF ADDITION OF STEEL FRAMED WALLS AND WOOD FRAMED CEILING IN AN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE (IBC) SEATTLE EXISTING WAREHOUSE. WILL BE USED FOR THE CLEANING, DRYING AND A1.00 PROJECT INFO, TITLE & INDEX AMENDMENTS. AREA OF ALTERATION: 2,514 SF STORAGE OF BUILDING MATERIALS, FURNITURE & EQUIPMENT. A2.00 SITE PLAN 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT, TRANSPORTATION, AND UTILITIES NECESSARY OR EXISTING TENANT SPACE FIRST FLOOR: 11,185 SF ADDRESS: A2.01 FLOOR PLAN REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY 4320 SOUTH 131ST PLACE SUITE 100 A2.02 EXITING PLAN SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS EXISTING TENANT SPACE SECOND FLOOR: 2,319 SF TUKWILLA, WA 98168 REPRESENT THAT THEY EACH HAVE MADE A THOROUGH EXAMINATION OF THE SITE AND A3.00 SECTION & DETAIL ALL EXISTING CONDITIONS AND LIMITATIONS, AND THAT THEY HAVE EXAMINED THE TAX PARCEL #: 7349200095 S1.00 STRUCTURAL PLAN & SHEARWALL SCHEDULE CONTRACT DOCUMENTS IN COMPLETE DETAIL AND HAVE DETERMINED THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE EXTERIOR WALL OPENINGS: S1.01 STRUCTURAL DETAILS AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS NO CHANGES PROPOSED ZONING DESIGNATION: C�LI OF THE WORK AS NECESSARY FOR PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS, OR RESOLUTION OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE OCCUPANCY: F -1 AND S -1 CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH MINOR ADJUSTMENTS SPRINKLER SYSTEM: AT NO ADDED EXPENSE TO THE TENANT. WHERE SUCH MINOR ADJUSTMENTS AFFECT EXISTING TO REMAIN. EXTENSION TO NEW ROOMS SEPARATE FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE PERMIT BY OTHERS. TYPE OF CONSTRUCTION: TYPE III PROJECT TEAM. • ARCHITECT FOR REVIEW AND APPROVAL. BELFOR WAREHOUSE 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE, ALL FIRE RESISTANCE: LEGAL DESCRIPTION: CITY: NO CHANGE TO EXTERIOR WALLS RIVERTON REPEAT LOTS 1 TO 5 LOTS 5, 6, & 7 TGW PORTION OF VACATED CITY OF TUKWILLA REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT, INCLUDING INTERIOR PARTITIONS NON -RATED 43RD PLAT SOUTH ADJ - CITY OF TUKWILLA ORDINANCE NO 1104 TGW LOTS REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES AND BE RESPONSIBLE CORRIDOR NON -RATED PER IBC 1018.1 EXCEPTION 4 14, 15, 16 TGW PORTION OF VACATED 44TH PLACE SOUTH ADJ - CITY OF DEPARTMENT OF COMMUNITY DEVELOPMENT FOR ALL ROUGH -IN CONNECTIONS. TUKWILLA ORDINANCE NO 1168 6300 SOUTHCENTER BLVD. #100 4. ALL WORK SHALL CONFORM TO TYPE III CONSTRUCTION REQUIREMENTS. FIRE ALARMS: TUKWILLA, WA, 98188 �` �'` 4435 REGISTERED ARCHITECT PHONE: 206.431.3670 NONE REQUIRED PER IBC 907.2.2 APPLICABLE CODES: SEPARATE PERMIT 5. ALL MATERIAL SHALL BE NEW UNLESS NOTED AS EXISTING. TUKWILLA MUNICIPAL CODE (LAND USE ) REQUIRED PCR: ARCHITECT: OCT 1;� 2011 FIRE EXTINGUISHERS: 2009 TUKWILLA BUILDING CODE ,� echanica! GRACE ARCHITECTS PLLC 6. MATERIALS, ARTICLES, DEVICES, AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS TO BE PROVIDED AS NEEDED PER IBC 904 AND 906 2009 TUKWILLA EXISTING BUILDING CODE L� Electrical 7310 15TH AVENUE NW BY REFERENCE TO BUILDING STANDARDS, BY LISTING ACCEPTABLE MANUFACTURERS 2009 TUKWILLA MECHANICAL CODE �PIumbl rtg SEATTLE, WA, 98117 OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCE STANDARDS, OR BY 2009 TUKWILLA FIRE CODE asPiping PHONE: 206.957.9800 4 ��► �� RALPH W L STATE OF • +ASHINGTON ou�� < < F t:��,,t t >., ,,, r ;, ■,- •, I,,, tl,t ■ t ;,yri•I t r..,I,.., EGRESS WIDTH IBC TABLE 1005.1 : ---�- SELECT ANY PRODUCT NAMED, FOR 2009 WSEC CONTACT: CAELUM ROBERTS SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, city of Tukwila REVIEWED FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATION, 0.3" /OCCUPANT, 36" MINIMUM PER IBC 1018.2 sl~f =i_n CODECOMPLIANCE SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL �rJG DIVISION OF AN ITEM NOT SPECIFIED, SUBMITA REQUEST FOR SUBSTITUTION SEPARATELY. FROM ENERGY CODE INFORMATION: MECHANICAL VENTILATION: OWNER: APPROVED NO CHANGE TO EXTERIOR ENVELOPE SEE A7 SERIES SEPARATE PERMIT BY OTHERS. BELFOR PROPERTY RESTORATION REQUIRED SUBMITTALS, PROVIDE COMPLETE BACK -UP INFORMATION FOR PURPOSES OF REVISIONS 4320 SOUTH 131ST PLACE SUITE 100 APR 0 8 2Uil DRAWINGS AND ATTACHED LIGHTING FORM. NOCha AS EVALUATION. �9 shall be made to the scope SEATTLE, WA 98168 41T- A :RI work without prior approya! of PHONE: 206.632.0800 -t;9 of Tuu>!ia 7. INTERIOR FINISH MATERIALS TO MEET FLAME SPREAD REQUIREMENTS PER CODE. Tukwila Building Division. 6� tVO'i'[evisionswilirequireanewpinsubmit !al CONTACT: KURT DAVISCOURT BUILDING Oli��Ifl anc! ay in�iude additional plan review fe�� ' SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: BELFOR WAREHOUSE ,, s St Allentown Zy ' _ z;>. ,a = 1 r :,ih =t - „f }1 `' U7 M DOOR SCHEDULE DOOR ROOM MODEL TYPE FINISH WIDTH HEIGHT FRAME FIRE NOTES' 1 CLEANING TBD DOUBLE PER MNFR. 61 -0" 81 -6" PER MNFR. N/A w� `� '1t 7C 3; t6 _ -ti 1 t `�`_,,_' • �„ 2 CLEANING TBD SINGLE PER MNFR. 3' -0" 6' -8" PER MNFR. N/A 3 DRYING TBD DOUBLE PER MNFR. 6' -0" 8' -6" PER MNFR. N/A =,_,h �}�, '.�, �1Gtnil rf ':•`',,:l.„ of f'' . < F. 4 STORAGE TBD DOUBLE PER MNFR. 6' -0" 8' -6" PER MNFR. N/A -tea , i c;- f r _ �, , ,,,_ s„ ,„.„ _l, •i`s. "+¢ t* , .� �l. - iii, Riverton o r , _ 1rlthst f ,, ,� �5SSI r >` J } err r ,r Ail • 00 PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division �f DCD Approved By:. Vftraith... c. 1:Slh at i. r:tlt ':t, Foster_ -i. , �t�' t a z ' � � , . 13?th a W �f tt�Qj'��I i . .3' { ■ 6' ' t ;1 x,13 =itt� ;t �.,, p 1 1 ....,..cr•-•15 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 fax 206 682 31 59 rwallen @gracearchitectspllc.com Date: = r., ,:, tl, rx , ;' 1 z. iai,lh iiggIC.tKtiIIILA CI MAC '2 1 2011 VICINITY MAP ff \ PERMIT NTS CENTER 4) AREA OF CONSTRUCTION EXIST. TENANT SPACE - NO CHANGES PROPOSED. ,Low. Pier] II !.- Ar I n V! P II II/ Orr7,741r ir i � It��I;•I ``I Atior e„./, _•.. IPS AF-4-641 PROPERTY LINE EXIST. PARKING TO REMAIN S 131ST PLACE BUILDING PLAN 1/16" = 1' =0' 2 SITE PLAN 1/32 = 11=0' VAN OCT 182011 REVIEWED FOR CODE COMPLIANC E APPRO'VD APR 08 City of Tukwila BUILDINGDIVISIoN CI ORKiMLA MAR 21 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED AARCHITECT LPH OF Ci) 2009 GRACE A; LC. Any reI)rociUcthlll ii;:+tbi77i :3 SIIIJtly pJ1I11.0et.1 ;x(:eh! tnr SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: A2.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen@gracearchitectsplIc.com 0 ao 001 CLEANING 1096 SF OCC: F -1 J CC w� CL 0 QCC w m U) 0 co SIGN: "NO STORAGE ABOVE" 24' -8" 4X4 COLUMN WITH 5/8" GYP. WRAP BEAM PER STRUCTURAL ABOVE 1 A1.00 002 DRYING 543 SF OCC: F -1 20' -6" 1 SIGN: "NO STORAGE ABOVE" 11' -8" 003 STORAGE 801 SF OCC: S -1 10' -11" SIGN: "NO STORAGE ABOVE" 16' -8" 16' -8" 67' -9" 33' -4" BEAM PER STRUCTURAL 3 17/8" JO ST EP S1 CE LING SAT 12"0C. .0C 4" PLYWOC D LID OVR =W ENCLOSURES BELOW 0 N 1ST FLOOR PLAN 1/4" = 1' =0" BEAM PER STRUCTURAL OPEN TO STORAGE AREA BELOW STORAGE AREA ENCLOSURE WALL 68' -3" 32' -10" POST PER STRUCTURAL, TYP. BEAM PER STRUCTURAL CEILING FRAMING PLAN PLAN 1/4" = 11 =0" OCT 2011 _ REVIEWED FOR CODE COMPLIANCE APP `.OVED APR 08 21111 City ofTul ila. BUILDING OIVISIfN b11475" RECEIVED CITY OF TULA MAR 21 7101 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITECT ardin *V".r ALPH W. A STATE OF WASHIN CO 2009 GRACE Architects PLLC Any reproduction or use of this material is strictly prohibited except as authorized in writing by the copyright holder. SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: A2.01 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com —Ca EL 001 CLEANING 1096 SF OCC: F -1 r" /' ,/ /' 002 DRYING 543 SF OCC: F -1 ,r MIN ,/ ,r EXIT TRAVEL DISTANCES: ROOM 001: DISTANCE TO FRONT EXIT: 154' -10" DISTANCE TO REAR EXIT: 140' -0" ROOM 002: DISTANCE TO FRONT EXIT: 172' -9 1/2" DISTANCE TO REAR EXIT: 93' -7 1/2" ROOM 003: DISTANCE TO FRONT EXIT: 205' -8" DISTANCE TO REAR EXIT: 71' -5" MAX. DISTANCE ALLOWABLE: 250' -0" (IBC 1016.1) EXITING PLAN J 003 STORAGE 801 SF OCC: S -1 2009 C MEANS OF EGRESS ILLUMINATIO 1006.1 Illumination required. The means of egress, including the exi', discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power The power supply for means of egress illumination shall normally be provided by the premises' e ectrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elementsj.. 5. Exterior landings...for exit discharge doorways... 3/16" = 1' =0" J OCT..1,Ai 2011 bft-07 s REVI5WED FOR CODE COMPLIANC E APPROVED APR 08 'Lull City of Tukwila BUILDIN(, nnnginnl RECEIVE, CITY OF TUKKWW�1I-A MAR -21 ?Oil PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITECT ALPH ALLE STATE OF WASHINGTON 0 2009 G r,ca lite< U: Any 1UplOdUe lie ( ..` (nu :i TheG eXCEipt ,;e :Jo el`Je SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: A2.02 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com RATING FIRE N/A (1) LAYER 5/8" PAINTED GWB EACH SIDE (DINING SIDE ONLY AT TYPE 1A) 6" METAL STUD; GAUGE AND SPACING PER MANUFACTURER'S SPECIFICATIONS FOR EACH LOCATION FILL CAVITY FULLY WITH CONTINUOUS ACOUSTICAL BATT INSULATION AT ALL LOCATIONS MODIFIERS W1A GWB (1) SIDE ONLY ( 6" METAL STUD GWB PARTITION ASSEMBLY ii 3" = 1' -0" BUILDING ASSEMBLIES NOTES: 1. TYPE "X" WATER RESISTANT GWB IS NECESSARY AT TOILET, SHOWER, KITCHEN, AND SIMILAR "WET" USE SPACES. IN NO CASE SHALL FINISH ALIGNMENTS BE COMPROMISED. 2. BLOCKING TO BE PROVIDED WHEREVER REQUIRED BY MANUFACTURERS RECOMMENDATIONS, INDUSTRY STANDARD, OR FOR ELEMENTS THAT SHOULD REASONABLY BE ASSUMED TO REQUIRE BLOCKING. 3. WHERE NEW FINISH MATERIALS ARE INTENDED TO ALIGN WITH EXISTING FINISHES, ENSURE THAT NEW AND OLD MATERIALS ARE THE SAME AND THAT COLOR, PATTERN, AND GENERAL APPEARANCE REVEAL NO VISIBLE BREAK LINE BETWEEN NEW AND EXISTING CONSTRUCTION. 4. WHERE FIELD CONDITIONS RESULT IN SUBSTITUTIONS OR ADDITIONS OF MATERIAL THAT COULD POTENTIALLY IMPACT CLEARANCES, CONTRACTOR SHALL FIELD VERIFY THAT MINIMUM CLEARANCES ARE PROVIDED AS SHOWN IN THE DRAWINGS. FINISH ALIGNMENTS SHALL NOT BE COMPROMISED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR ALL FINISHES USED. SECTION 1/2" = 1' =0" EXIST. CONC. COLUMN BEYOND 2X12 RIM JOIST 2X BLOCKING PER STRUCTURAL 3 1/8" X 18" BEAM 12 "TJIAT12 "O.C. 3/4" PLYWOOD 20'-2" 2 LAYERS 5/8" GYP. 31/8X18GLB 5 1/8" X 18" GLB EXISTING CONCRETE NEW 4X4 COLUMN WITH 5/8" GYPSUM WRAP BEYOND C9 o REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 '[uiI City of Tukwila BUILDIN(, niviRinN 0 OCT 18 2011 tl--07,15" CITMAIA MAR 21 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TU KW I LLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITECT RALPH W. ALLEN STATE OF WASHINGTON © 2O09 Gitf.C�- Alf irtoc:. !'1._c; r:,, tt;ri:.al ; i ,tly pro; rli ie., Arty r; )f ,ductiom cxcept SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: A3.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen@gracearchitectsplIc.com • . . . ...•• ........ . 1. Do not scale drawings. Refer architectural drawings for all dimensions. 2. New interior slabs shall be 4" minimum thickness. Reinforce with #4's at 18" o/c each way centered in slab. Provide vapor barrier below slab over free draining gravel over firm native soils or structural fill compacted to 95% density. For actual top of slab elevation refer to architectural drawings. Typical floor framing consists 3/4" T&G plywood, face grain perpendicular to supports over joists per plan. Nail sheathing with 8c1 at 6"o.c. edges and over shear walls, 12"0.c. field. See pla ns for additional joist requirements. 4. 11 P rtition wall headers shall be (2) 2x6's unless noted otherwise. 5. Provide (2) bearing studs each end of all headers unless noted otherwise. 6. Provide PC, AC LPC or equal as post cap at all beams to isolated posts unless noted otherwise. efer General Structural Notes for additional requirements. S pece.ta[ "peCA-6A5 rti ; e'etf C 0 ACAYVCA:l Ov\ cirotri- m.4-ott(41A-i arts Se< vAct twe-ve CcAc p etcict4e ctA,s 0 rt 4-tr 4-0 "G•ecAacktAiatt " ComttAt 2x OR LSL 6d NAILING R SCHEDULE ED " OVE AILING EA. STUD AILING ER SCHEDULE Detail A i % 16d NAILING PER SCHEDULE 2x NAILER PLYWOOD EDGE Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 - 1/2" max. to ..... edge of washer Detail C Shearwall Schedule OCn(_5Dcax) Mark Sheathing Panel Edge Nailing Top Plate Connection . • y..u= Base Plate Connection if TJ1 if 2x or LSL $ at Wood . at Concrete • 16d @ Coo ,5/8"15 A.B. © 48"oc SW1 15/32" CDX PLYWOOD 8d @ Coo 16d @ 6"oc A35 @ 24"ac SW2 15/32" CDX PLYWOOD 8d @ 4"oc 16d © 4"oc A35 @ 16"oc 16d @ 4"oc :5/8"95 A.B. @ 32"oc SW3® SW4® 15/32" COX PLYWOOD 15/32 COX PLYWOOD 8d @ 3"oc 8d @ 2"oc (2)rows 16d @ 6"oc (2)rows 16d @ 41/2"oc A35 © 12"oc A35 © 9"oc 16d @ 3"oc 5/8"0 A.B. @ 16"oc (2)rows 16d @ 41/2"oc0 1 5/80 A.B. @ 12oc O BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WI1H 8d 12"o.c. '0 8d NAILS SHALL BE 0.131"0 x 21/2" (common) - 16d NAILS SHALL BE 0.135"O x 31/2" (box) CO EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x '/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN V2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. C5) TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. ® ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. O 7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX, (6) LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 0 A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. OD STAGGER NAILS IN ROW W/ 1/2" MIN. OFFSET. (P) MINIMUM OFFSET BETWEEN ROWS 1/2", AND MINIMUM RIM OR JOIST 31/2" WIDE. OCT la oil REVI •ED FOR CODE C 1 MPLIANCE APP OVED APR 08 no City sfTujjjjIa BUILD P, nil/1.mm Shearwall Schedule - (Sheathed One Side /041107E SFEaliA MAR 2 1 2011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206-957-9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITECT pr RALPH W. ALLEN STATE OF WASHINGTON 200:1 • , Aft; K:0;01:hiyik%1: • ; ;,■ SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: S1.00 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen@gracearchitectsplIc.com . AI A STRUCTURAL ENGINEERING CORPORATION SWENSON SAY FAGET Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Project FOOTING SIZE & REINF. PER PLAN Date 3115/1c1' Proj. No. ECC or ECCQ SERIES CAP AS REQD. TO FIT BEAM Ina BEAM PER PLAN SPLICE WHERE SHOWN ON PLAN P &N POST PER PLAN a� y4.1kw.14A1l., o�lJ.• r• 11...1 uv• CC or CCQ SERIES CAP AS REQD. TO FIT BEAM rSWO FAGT A STRUCTURAL ENS ENGINEERING N SAY CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 •Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Protect tsAMS 141e)i) Date Destg Sheet 1 13,6LQ1,4 t1, re* 614 Ar‘7reF- p MA1—I r (.4'N) I 1-1-1-C;) 41_4 tut.' �I t73Fd 24s" z U /c,/, .+ -44emu //5"1 1 H-1 -1-ror ,4 ,as=e 0 1 W'ck t t , �I '` �4' %1" 4f ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES rrd SWENSON A STRUCTURAL ENGINEERING SAY FACET CORPORATION Sea tile: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4070 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 tI Project - I r x//4.1 ° 1 Date 1-4/ � d c..1-15 4cp1d., &Jfo i 167 1. -•!A} s 54.4+1z, I 'I7 (Lv 'r bt Imo_ 1, 1.1.-� i4 �(H21 G' r t *i Li i‘,(741.. Asd trA SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Project 14i V)(1 Date prof. tJ- o. t DeslgnE) Sheet 0 I 1 1Ir.'Ut,r'ryi'' id 'i gic-1- r v4/. l ; 7 l 1` e2 L-------- -*1-ii ,r.,z. IFLA-1-1 0/ 4011:1. p t Z t.7-1--At I., -i- — 4> - e) .r,. 1. A,,I t� I fir! ;, � ,c;,. 6" U, . , '. ; r= ` .ki11� i All FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES SWOA FACE A STRUCTURAL ENS ENGINEERING N SY CORPOT RATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Project Date Prof. Design�jy. —yJ�� Sheet pq�1r;�• tz •j"AL I. [vr ►.1 lr Wit- 0/ 1 tleP,� it •'ma x Pi; a 1-).14.5,11 yy •A , Ptt " CI * o1J r SWENSON SAY FAGET A STRUCTURAL *ENGINEERING CORPORATION Seaftie: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Sulte 100 • Tacoma • WA 98042 +.I. oce.70LL. n117n e.,.. 74 1.11311.01171 Project vtiv Date Prof• N, o• 1i t Design Sheet OCT 18 2011 1 %- 0 7 5 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2011 City of Tukwila BUILDING 01VIRIMI CmOF�fUKIMLA MAR 212011 PERMIT CENTER BELFOR WAREHOUSE 4320 SOUTH 131ST PLACE SUITE 100 TUKWILLA, WA 98168 OWNER: BELFOR PROPERTY RESTORATION CONTACT: CAELUM ROBERTS PHONE: 206 - 957 -9800 BELFOR WAREHOUSE 4435 REGISTERED ARCHITECT UJ R a LPH W. ALLEN STATE OF WASHINGTON Any rrl r )ciu::tinn it ,. In,,tt;n, i , atn,:t{,' exce :pt ui if) Ity tlit� SET DATE: 03/21/2011 PRINCIPAL: RALPH ALLEN, AIA DRAWN BY: CAELUM ROBERTS REVISION #: S1.01 GRACE ARCHITECTS PLLC 7310 15TH AVE NW Seattle, Washington, 98117 ph 206 957 9800 fax 206 682 3159 rwallen @gracearchitectspllc.com 4+