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HomeMy WebLinkAboutPermit D11-014 - HILLCREST APARTMENTS - IMPROVEMENTHILLCREST APARTMEN'T'S 14893 INTERURBAN AV S D11 -014 City olikTukwila 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 DEVELOPMENT PERMIT Parcel No.: 3597000024 Address: 14903 INTERURBAN AV S TUKW Suite No: Project Name: HILLCREST APTS Permit Number: D11 -014 Issue Date: 02/11/2011 Permit Expires On: 08/10/2011 Owner: Name: HILLCREST ASSOCIATES Address: C/O GRAN INC , 1021 1ST AVE W 98119 Contact Person: Name: DAVID PRUIN Address: 950 N 72 ST , SEATTLE WA 98103 Phone: 206 - 284 -4064 Contractor: Name: REDHAWK GROUP LLC Phone: 206- 282 -3000 Address: 950 N 72 ST, SUITE 100 , SEATTLE WA 98103 Contractor License No: REDHAGL940KP Expiration Date: 05/01/2011 DESCRIPTION OF WORK: REHAB LOWER 6 UNITS OF BUILDING A (BLDG 1). DEMO & REPLACEMENT OF NON - STRUCTURAL SOG, INTERIOR FINISH WORK (FLOORCOVERING, PAINTING, DOORS, CASEWORK), REPLACE EXISTING PLUMBING & ELECTRICAL FIXTURES (MECH & ELEC WORK UNDER SEPARATE PERMITS IF REQUIRED). REMODEL INTERIOR & ENTRY TO UNIT #6 TO IMPROVE FUNCTION AS THE RENTAL OFFICE. Value of Construction: $144,000.00 Fees Collected: $3,032.09 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0021 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D11-014 Printed: 02 -11 -2011 Permit Center Authorized Signature: S Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permi oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe e of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 96(V10 Date: q\ l/ I G 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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. doc: IBC -7/10 D11 -014 Printed: 02 -11 -2011 14: All plumbing and gas piping work shallSnspected and approved under a separate pill 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: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 20: Local U.L. central station supervision is required. (City Ordinance #2051) 21: 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) 22: Smoke detectors shall be installed in the units per the International Building Code. 23: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 24: 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) 25: 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 mm). (IFC 906.7 and IFC 906.9) 26: 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) 27: 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) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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. 31: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 32: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) doc: IBC -7/10 D11 -014 Printed: 02 -11 -2011 33: Contact The Tukwila Fire Prevention Buie to witness all required inspections and testillity Ordinances #2050 and #2051) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: 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 -014 Printed: 02 -11 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. 1/1•4 I _ 1 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. \ \= a \ D (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 King Co Assessor's Tax No.: 359700 -0020 Site Address: 14893 Interurban Ave S Tenant Name: Hillcrest Apartments Suite Number: 1-6 Floor: 1st Property Owners Name: Hillcrest Apartments Tukwila, LLC Mailing Address: 950 N 72nd St, Suite 100 Seattle City New Tenant: ❑ Yes m..No State 98103 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: David Pruin Mailing Address: 950 N 72nd St Day Telephone: (206) 284 -4064 Seattle 98103 E -Mail Address: dp @GramorWA.com City State Fax Number: (206) 284 -4061 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Redhawk Group, LLC Mailing Address: 950 N 72nd St, Suite 100 Contact Person: Steve Klimek E -Mail Address: SteveK @RedhawkGroup.com Contractor Registration Number: RADHAGL940KP Seattle City State Day Telephone: (206) 282 -3000 Fax Number: (206) 282 -1355 98109 Zip Expiration Date: 05/01/2011 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Caron Architecture Mailing Address: 900 N 34th St Contact Person: Radim Bazej Seattle 98103 E -Mail Address: radim @caronarchitecture.com City State Day Telephone: (206) 367 -1382 Fax Number: (206) 367 -1385 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: CT Engineering, Inc. Mailing Address: 180 Nickerson Street, Suite 302 Contact Person: Rob Thompson E -Mail Address: rthompson@ctengineering.com H:tApplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Seattle City State Day Telephone: (206) 285 -4512 Fax Number: (206) 285 -0618 98109 Zip Page t of 6� �� BUILDING PERMIT INFORMATION 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 144,000.00 Existing Building Valuation: $ 1,917,300.00 Scope of Work (please provide detailed information): Rehab lower 6 units of Building A (BIdg1). Demo & replacement of non - structural SOG, interior finish work (floorcovering, painting, doors, casework), replace existing plumbing & electrical fixtures (mech & elec work under separate permits, if required). Remodel interior & entry to unit #6 to improve function as the rental office. Will there be new rack storage? ❑ Yes VI.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 6,240 2nd Floor 6,240 3`d Floor 6,240 Floors .• thru ' • Basement Accessory Structure* . Attached Garage . Detached Garage Attached Carport Detached Carport . Covered•Deck . . : . Uncovered Deck . t . 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 m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 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 THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: David J Pruin Mailing Address: 950 N 72nd St, Suite 100 Date: Day Telephone: 206- 284 -4064 Seattle WA 98109 City State Zip Date Application Accepted: 1__` �` 1 Date Application Expires: 1- j4, t' Staff Initials: J g H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.dor Revised: 7 -2010 bh 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: htqx//www.ci.tukwila.wa.us Parcel No.: 3597000024 Address: 14903 INTERURBAN AV S TUKW Suite No: Applicant: HILLCREST APTS RECEIPT Permit Number: D11 -014 Status: APPROVED Applied Date: 01/14/2011 Issue Date: Receipt No.: R11 -00264 Payment Amount: $1,839.40 Initials: WER Payment Date: 02/11/2011 10:43 AM User ID: 1655 Balance: $0.00 Payee: HILLCREST APARTMENTS TUKWILA WA TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5034 1,839.40 RD Pmts Re -Dist OP .00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 1,834.90 - 1,192.69 1,192.69 4.50 Total: $1,839.40 doc: Receiot -06 Printed: 02 -11 -2011 • 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.: 3597000020 Permit Number: D11 -014 Address: 14893 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 01/14/2011 Applicant: HILLCREST APTS Issue Date: Receipt No.: R11 -00079 Payment Amount: $1,192.69 Initials: WER Payment Date: 01/14/2011 09:38 AM User ID: 1655 Balance: $1,839.40 Payee: DAVID PRUIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01406B ACCOUNT ITEM LIST: Description 1,192.69 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,192.69 Total: $1,192.69 doc: Receiot -06 Printed: 01 -14 -2011 T r"":71 7, INSPECTION RECORD Retain a copy with permit Dlf-D),/ • INSPEC ON NO. PERMIT NO.- CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 rc-1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project:. , , /4// ZificeSsr 4.1.7- Type of Inspection: Address: /1/903 _Z-A/AeVx ■4114 'ti Date Called: • Special Instructions: Date Wanted: P.m. Requester: Phone No: '"Approved per applicable codes. Corrections required prior to approval. COMMENTS: r/r7H ( )11/ 0 /A* (/-1ii14/ REF SPECTION FEE R QUIRED. Prior • next inspection. fee, ust be .' p d at 6300 Southcente Blvd.. Suite 00. Call to schedule reinspection. INSPECTION RECORD •. •• • : • s Retain a copy with permit 1)//-0/$/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R.- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project; t27///k I'r 41,74S- Type of Inspection: s 7.20,C, z.9 / ad ' /Pi, Address: lit/903 2"-AiW7/4,444 405, Date Called: 4)4 FO 4 -z7 -// Special Instructions: C) Z.0 72, -0/ Date Wanted: —z 9 -i / Sei i ?r3 FaJC. L)4144 fa.rn, ,..q LE a ,ado 7/Ai 6 — APPQ d✓sb Phone No: .25.3- 674-3/ 3/ © Approved per applicable codes. aCorrections required prior to approval. COMMENTS: „; / J„ ,/ /P .-41- "0@ /F4 0s . .peaq s .FF � ,„/9 i c.eaa',,, i -Rei14 4.A, Q 4)4 FO 4 -z7 -// Sei i ?r3 FaJC. L)4144 G -23 .,1 a ,ado 7/Ai 6 — APPQ d✓sb G4•102/.v6 - 4APP ✓g.6 4.3_2 Date: 2 FEE EQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i'r.,• ,' s_" `j_"' � `�s'?7 =3 ' ?y �axr3"T.y° ?E+s,'.. -• . -?•r, :• -•. w,=r . iY';+m.��r,.��w --� �,- .may ;s INSPECTION RECORD Retain a copy with permit INSPECTION NO. ,C//-c it/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _(206) 431 -3670 Permit Inspegtion Request Line (206) 431 -2451 Projec = / Type of Inspection: Addres : / y 903 .I, J4fz'b4 V ' al Called: �_"'.� Special Instructions: 1 Date Wanted: 5 -27 -1/ a.m. p• Requester: Phone No: y .2-5.T-6,7 0 --?i' / Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ECTION FEE RE t 6300 Southcenter Date ior to next inspection, fee must be e 100. Call to schedule reins{ection: 'rnrT -rY+i a. .'•F `. "`r3wr'if; " _ ,�'i:tiY. •. �. -� i+: c ::. ?es.. ••INSPECTION RECORD • Retain. a copy with permit "/ o,'/ INSPECTIO NO. PERMIT NO; • • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: t ,, 1 Type 6f Iection: - -3,4.47 eth /15 Address: V OS 1 i RZ/a141V Date Called: A,k Special Instructions: J Date Wanted: *---Z (a-- / / 6Y p.m. Requester: Phone No: 3'3 - 6. 70 -a' /3/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: /...9, 0 ? (4/i3 1,5--/ LA or - -3,4.47 eth /15 `ifis'e< < / Li r/5 — a A1/4/06/ , A,k J Date: 2C— /I TINSPECTION FE REQUIR Prior to next inspection, fee must be 'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •4 1 • .... s � - • .. : ;.'••.k. -- -7, - -,. • : •:f'. '.i;._ 7:'M1 - Sys ;1: INSPECTION RECORD'-' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION gz'. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • 1511- r;•l .. Project: 14; 11ore-s -i P?;S Type of Inspection: 1= ILA%AAtv.) C. Address: 1-i Ct o 3 J- .1..\-it°4 u d b A k a Date Called: Special Instructions: . Date Wanted: % 1 ___ti.` ...1 p.m. Requester: Phone No: aS3- Lc, 76 3t 3I 2.1.A peroved per applicable codes. 0 Corrections required prior to approval. 7 COMMENTS: or: jjan1M ( ..�. a CAA ," 2 H - ( 1 REINSPECTION FEE RE UIRED. Prior to n It inspection. fee must be e at 6300 Southcenter Blvd.. Suite 100. yall to schedule reinspection. Date: •-754.r.-1":7":-•••1:47■Yrftr• - • • • • • •• • : • •••.. • • .7 .• • • INSPECTION RECORD Retain a copy with permit IC)// -0/V d INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 17- (206) 431-3670 • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: 44Y/ere-sr A 'Jig. Type of Inspection: "L--,P,ocfril / A/ 6 J:1%1st.-- -I- a 7/Afil," e tb g".11 c ;Ara . /14.41A/1). egrvoe Address: / ly/q 0 3 4,44,e ...---efiterriA/7 - 4Ipp.eiA/e di, 'Api,./ e• 6.--- Date Called: At40./ -fix Special Instructions: - S4'/- o/ Date Wanted: .5 - / 5' - // a. . (25, Requester: 6 —-)Qs•Re-a776-n)...0 Phone No: c./5-7-4, 7e, -3 /3/ ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: .5-7, 4,0164"1/41 OrAfR9 AC 714 riotc, 4 as,vie,./ i-f' gv,- ave1 17/441 4 , e- k i or J:1%1st.-- -I- a 7/Afil," e tb g".11 c ;Ara . /14.41A/1). egrvoe 4J' 7.0". ,i) d e le .54 • ...led /"---7;‘ ,thoee Lc ‘,./ • 4,44,e ...---efiterriA/7 - 4Ipp.eiA/e di, 'Api,./ e• 6.--- 3) ,44ganue esiNVAP q ii- d)./AI p AfA/cir• A., At40./ -fix "),Se.00-1- Fr .0?-..-pt.,e-7 - etisseo 0 A/A/eV,- 40/ 5) a i A / / s A (4' " 1 k-A,e-7 - 4A0 r ov ) P.."/./e.n1,171. 5 - ,eip ft c.A/e-e_de 6 —-)Qs•Re-a776-n)...0 ••• Date: S- ,c - / ./ SPECTION FEE REQUIRED. Prior to ext inspection. fee must be 7clat 6300 Southcenter B6.1c1.. Suite 100. Call to schedule reinspection. kenuf10. • avar•,..... • -•• . . . - 03,-4112.11_11.01.a. Ant INSPECTION RECORD Retain a copy with pelinit 4.1A 1 1 ~` . INSPECTION NO. PERMIT NO.. TZ • CITY OF TUKWILA BUILDING DIVISION . • '6300 Southcenter Blvd:, #100, Tukwila: WA 98188 (206) 431 -3670 Er' Permit Inspection Request Line (206) 431 -2451 ;. !Meg: : gIITyp desr> Type of Inspection: Pr' - &IASr to Ad iress� ©j ,,, _ � .,.l.11J 1 �J'vrs Date Called: G Special Instructio AA �. ii:I . ( 0 lo l r ice.� S nom, (1,„.B Se. �GCC'�` r r I Date Wanted: 2 i 4 "' pm Requester: p , ' PF hone No: A "• Approved per applicable codes. j Corrections required prior to approval. 1! COMMENTS: r • F REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paiddat 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a Fireproofing 'Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d June 27, 2011 File: 11 -167 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 ECOVLD Ju ;! 7r 2011 BU LDING DEPARTMENT A.A.R. TESTING LABORATORY, INC. COI.STPvi;TION iN4PECTlO >i AN) W4TERI V. TEL;;Ka3 NATIONALLY ACCEPTIO L'BORA;OM,Y Project: Hillcrest Apartments Address: 14393 Interurban Blvd. Permit No.: D11 9 RESUBMITTED OL INCLUDE ADDITIONAL INSPECTIONS This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1. Reinforcing steel 2. Concrete placement 3. Concrete materials testing 4. Epoxy grouting To the best of our knowledge all work inspected conformed to Tukwila Building Department approved, plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. ,rS4410,4 ()ludo Kimberle Anderson President cc: Redhawk Group -Mark Richardson Tel: (425) 881 -5812 Fax: (425) 881 -5441 m 7126 180th Ave. NE o P.O. Box 2523 * Redmond, WA 98073 Client Name: Contact: Client Address: Date: Field /Material Report Report ft: 74300 Redhawk Group Mark Richardson 950 N. 72nd St. Suite 100 Seattle, WA 98103 6/15/2011 Project Number: Permit # Project Name: Address: 11 -167 vmO92 V-15 11( Hillcrest Apartments 14893 Interurban Blvd. Supplier: Material Data: Plant Number: Mix Number: Truck Number. Ticket Number Number of Samples: Yards placed: Design Strength: Miles Concrete 201 12400F M016 251914 4 43 2500 Inspection Performed: Reinforced Concrete Location: Storage units slab on grade. Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) : 53 F 66 F 5" 9:05:00 AM 10 Grid Lines: 40' at A- C/1 -9. and 20' at M-0/11 -15. Building #1 bathroom units 1 through 6. ASTM C 1064 ASTM C 231 ASTM C 143 ByWhom: Contractor Remarks: Refer to field reports #'s 51396 and 51399 dated 6/14/2011 for epoxy and resteel inspections. © Conforming to approved plans Inspector: Anderson, Jerry Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 2nd Inspector: 3rd Inspector: Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 110765 6/22/2011 7 4 X 8 12.6 1/1 48060 3830 C 1231 Cone Distribution: © Client ❑ Contractor ❑ Owner Date Mailed: ❑/ Municipality ❑ Engineer ❑ Architect Tested By; Mike Holtz ❑ Distribute Other Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum- minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client: Redhawk Group 950 N. 72nd St. Suite 100 Seattle, WA 98103 Contact: Mark Richardson Field Report Project Number: Permit #: Project Name: Address: Report #: 51399 11 -167 e44044 O Y` ` Hillcrest Apartments 14893 Interurban Blvd. Inspection Performed: Epoxy Date: 6/14/2011 Time: Temperature: Witnessed the placement of epoxied resteel dowels for a slab on grade repair in Building #1, units 1 through 6. Damaged slabs have been drilled to the required 4 ", embedment 5/8" diameter at the existing slab edge and 5" embedment 5/8" diameter at the top of existing footings. Holes were brushed and blown clean of loose dust and debris. The #4 resteel dowels were placed and secured with Simpson Strong Tie Set XP22 epoxy. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector. Anderson, Jerry Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: Redhawk Group 950 N. 72nd St. Suite 100 Seattle, WA 98103 Contact: Mark Richardson Field Report Report #: 51398 Project Number: 11 -187 Permit #: o11•892- b k1- t Project Name: Hillcrest Apartments Address: 14893 Interurban Blvd. Inspection Performed: Resteel Date: 6/14/2011 Time: Temperature: Completed inspections of resteel placement for the storage units foundation slab on grades. The contractor has address and completed minor punch list items at both the 20 and 40' slabs. The resteel including WWM 6 "x6 "x1.4Wx1 :4W and (2) #4 continuous at footings have been placed per approved plans and specifications as to size, grade, quantity and spacing. Clearances are per plan and all debris has been removed. Locations: Storage units, 40' and 20' foundation slabs Distribution: © Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other 0 Distribute Architect ❑ Distribute Other Inspector: Anderson, Jerry Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field /Material Report Report #: 74294 Testing laboratory; inc. Client Name: Contact: Client Address: Date: Redhawk Group Mark Richardson 950 N. 72nd St. Suite 100 Seattle, WA 98103 4/21/2011 180tha „Avve N'E ricl80; SSuite 425 881,5812,Fax.425.881.5441; Y 16 1011' MMUN;TY ELOPAl1ENT Project Number: Permit # Project Name: Address: 11 -167 D11 -014 Hillcrest Apartments 14893 Interurban Blvd. Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Miles Concrete 201 12400F M155 249753 4 Yards placed: 63 Design Strength: 2500 Air Temperature: 41 F Concrete Temperature: 58 F ASTM C 1064 Air Content: % ASTM C 231 Slump: 5 ” ASTM C 143 Time Sampled: Added Water: 20 ByWhom: Contractor Air Entrainment (oz/yard): Admixtures (oz/yard)) : MB 34.0 Inspection Performed: Reinforced Concrete Location: Building #1- living room and bedroom slabs on grade at units 1 through 6. Grid Lines: Remarks: Resteel has been placed per approved plans and specifications as to size, grade, quantity and spacing. Clearances are per plan and all debris has been removed. Approved Miles concrete mix #12400F was placed by line pump. Conforming to approved plans Inspector: Anderson, Jerry 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 110434 4/28/2011 7 4 X 8 12.6 1/1 50110 3990 C 1231 Pad Cap Distribution: © Client ❑ Contractor ❑ Owner Municipality ❑ Engineer ❑ Architect ❑ Distribute Other ■ Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum- minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. t• toosti oFyo? Client: Redhawk Group 950 N. 72nd St. Suite 100 Seattle, WA 98103 Contact: Mark Richardson Field Report Report #: 48503 Project Number: 11 -167 Permit #: D11 -014 Project Name: Hillcrest Apartments Address: 14893 Interurban Blvd. Inspection Performed: Epoxy Date: 4/18/2011 Time: Temperature: Witnessed the placement of epoxied resteel dowels for a slab on grade repair at Building #1, units 1 through 6. Damaged slabs have been removed in each of the six units living rooms and bedrooms. Holes have been drilled to the required 4" embed 5/8" diameter at the top of existing stem walls. Holes were brushed and blown clean of loose dust and debris. The #4 resteel dowels were placed and secured with Simpson Strong -Tie Set XP 22 epoxy, lot #109C1900 with an expiration date of 2/28/2013. 30-#4 dowels at each living room 22-#4 dowels at each bedroom 4-#4 dowels at each hallway between the living room and the bedroom. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Anderson, Jerry Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden r iron • www.caronarchitecture.com 3 catifornia 19. Sa FIELD RFI 005 — EXISTING SLAB ON GRADE FAILURE Project: Hillcrest Apartments Renovation Owner: Graymor Development Contractor: Redhawk Group Asked By: Mark Richardson, Superintendent Answered By: Radim Blazej, Caron Architecture Site observations: Present: May 23, 2011, 11:30 AM Mark Richardson, Superintendent Rob Thompson, CT Engineering ECE VE J_;::Tr2:o11 DEPART ENT Question: In building #1, existing slab on grade is visibly failing and cracks with heaving action in bathroom and hallway areas (other areas may have been replaced prior to Architect's visit). Per observation on May 23, 2011, the source is moisture sensitive soils under the slab with inadequate gravel separation during the original construction and location of galvanized water line (abandoned) with inadequate slab coverage (approx 1"). Please suggest solutions for preparation and successful application of floor finish (sheet vinyl). Response: Failed conditions were observed in units 1 -6. Conditions in units 1,2,4 were severe enough that slab replacement is recommended to achieve level slab for flooring finish application. Matching the details on sheet 6.0 of CT engineering permit set applied to other slab replacement areas is recommended: Cut and remove existing slab, remove existing pipe. Provide 4 -6" of compact gravel, embed # 6 wire mesh and epoxy connections to existing surrounding slab, pour and level 4" concrete slab. 1 caron. • www.caronarchitecture.com In bathrooms in units 3, 5, 6 it may be possible, at Owner's selection, to fill the crack with Crackweld or similar epoxy product and level floor with Quickcrete or similar self leveling compound. While the stab failure is not structural and does not pose a risk to health or life, it is possible that further movement may occur based on moisture content of underlaying soils and affect the performance and quality of floor finish. Cost savings with patching method may be offset by potential for future repair. Date Asked: 5/23/2011 Date Answered: 5/24/2011 Radim BI zej AP LEED Caron A ,ii :c ure8192 REGISTERED RCHITECT I M BLAEJ WASHINGTON 2 03/15/2011 09:14 2062850618 CT ENGINEERING PAGE 01/01 FIELD RFI 001 — New Exterior Wall Detail to Match Existing Condition Project: Owner: Contractor: Asked By: Answered By: Hillcrest Apartments Renovation Graymor Development Redhawk Group Mark Richardson, Superintendent �+ t E ,. :'� i ¢a Via... DEPA ►T .: PST Question: Existing Conditions at the exterior bearing walls do not match the condition as shown in detail 1/S6.0. The Existing slab was poured across the top of the stem wall essentially using the framing as a form and was as little as 1 ' /2" thick leaving insufficient slab to dowel into. We propose to dowel into the top of the stem wall centered (2" — 3" in from the edge of the wall — please advise) and epoxy #4 bar with a 90 degree bend in lieu of doweling into the slab edge. See the attached for the proposed solution. Please confirm that this is acceptable and indicate the length of bar and embedment necessary. Answer: • I t ly ite c40tP 9)44T • Wiierg tha.4 to 30° v cv..4. • 16444,eb . wsvaty -pwser Attetweer AmUltik, lc v sez 4e-rt,) Mew codltat-st 1T (4_ P A L4 Date Asked: Date Answered: -. M - DSM. 44.4 fib « tew 4 Lt Awkr og .►w __._ Lt) '4 FIELD RFI 002 — Project: Owner: Contractor: Asked By: Answered By: Bracing to be able to remove sheetrock prior to shear Hillcrest Apartments Renovation Graymor Development Redhawk Group Mark Richardson, Superintendent Question: The plans call for removal of sheetrock on one side of the party walls to be done one 4x8 section at a time with shear being installed at that section before the next is removed. My understanding is that this is to preserve the shear provided by the sheetrock while plywood is being installed. Can we brace the other side of the wall with 2X? cross bracing to provide this shear so that we can remove all sheetrock from the other side of the party wall at once to facilitate rough ins and coordination? If so please provide a detail indicating the appropriate bracing. Wqw. Answer: — ji5Ntovt.h9 G oI 1 em'CtR best +. i t -o,t . € T 1'+..d 11) Attu u. loo v M.t.S 16 s't 1/2. Ituccrn 4- Want Mb el514-4-1* 4SStST A Date Asked: 4/8/2011 t1 44.011. Date Answered: A C T E N G I N E E R I N G INC BULLETIN 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 2854512(V) (206)285- 0618(F) Date: May 3, 2011 Number: 01 Project Name: Hillcrest Apartments: Unit #6 revisions Subject: Revision to bathroom at Unit #6 Drawings affected: Description / Action: Project: 11002 Attached: I I . Unit #6 needs to be revised to bathroom ADA requirements — Per KM 003 a. See attached sheet 520.0 b. The bathroom is to be modified in order to satisfy ADA requirements. c. A bearing wall is to be demolished. Prior to this, braced adjacent joists, and then install beams as noted on the plans. d. A dropped 6x I 0 is used under the bearing wall. e. A dropped 4x I 0 is used over the door header. f. Provide additional posts and hangers as noted. Issued by: Robert Thompson PE Distribution: Mark Richardson (email) Dave Pruin (email) Structural Engineers o Modifications at Unit #6 Hilkreast Apartments - Renovation i1891 I nterUrban Avenue South Tukwila WA EITOICog ROT 01/1141.0 IVO AZIMIZIACIAID INC. Structural Engineers 11,0 NoTkerson StreR .5,0• 302 .40.00 WA PO109 auts CUD 1,1? 01 "OR OR OMB 0, Modifications at Unit #6 Hilkreast Apartments - Renovation i1891 I nterUrban Avenue South Tukwila WA EITOICog ROT 01/1141.0 IVO AZIMIZIACIAID INC. Structural Engineers 11,0 NoTkerson StreR .5,0• 302 .40.00 WA PO109 auts CUD 1,1? 01 "OR OR OMB 0, Page 1 of 2 Mark Richardson From: Rob Thompson [rthompson @ctengineering.com] Sent: Tuesday, May 17, 2011 4:33 PM To: Mark Richardson Cc: Steve Klimek; 'Dave Pruin' Subject: RE: Footings under structural bathroom wall at Hillcrest Attachments: Footing section.pdf Mark, The original plans called for continuous footings running parallel with the bathroom wall (i.e. north - south). It appears from your digging expedition that there is a footing running N -S, and that it extends at least a couple feet past the end of the bath wall. This is good. Although not entirely clear from your photos, it is our opinion that the bearing conditions at these bathroom walls is reasonable /typical for this apartment complex. The question raised about settlement of walls / swelling of floor SOG, is the same question addressed in James Strange's letter reports of January 2011. There is nothing new here, and it should not be of particular concern: bearing is adequate, but the walls have settled downward over time. The replacement of the slab -on -grade is an aesthetic issue that should be addressed at the ownership level. Regarding the condition at unit #6 (modified bathroom): It is reasonable to assume that the foundation conditions at that bathroom are similar to the location that you have just uncovered. Based on this assumption, it is reasonable to consider the footing to be adequate for the additional loading presented by the new post introduced at the door of the new bathroom. The 4x6 post must however bear entirely on good bearing - right now, only about 3.5 "x4" are bearing on the plate below (part is overhanging the 8" wall) - this does not give us enough juice. - we need 3.5x5.5 to bear. Attached is a thought I have to provide bearing... some more digging I'm afraid - unless you have some other ideas which I'd be happy to consider... Let me know either way, and I can formalize into bulletin - thanks! Regards, Rob Thompson PE rthompson @ctengineering_com CT ENGINEERING Inc. Structural Engineers • 180 Nickerson Street • Suite 302 • • Seattle, Washington 98109 • • Phone: 206 - 285 -4512 X307 • Fax: 206 - 285 -0618 • www.ctengineering.com From: Mark Richardson [mailto:markr @redhawkgroup.com] Sent: Tuesday, May 17, 2011 2:41 PM To: rthompson @ctengineering.com Cc: Steve Klimek; Dave Pruin Subject: FW: Footings under structural bathroom wall at Hillcrest Robert, See the attached for more photos of the footing. What I can see is that the footing is approximately 2' wide under the stem wall. We uncovered 2' from the end of the wall and haven't run out of footing. For what it's worth, my 5/19/2011 Page 2 of 2 laborer who is excavating this recalls seeing the footing (not the stem wall) running across the plumbing trenches we had dug from about 6" north of the wall to about 4' north of the wall. Please advise on what else you need from me to give your recommendations. Thanks, Mark Richardson REDHAWK GROUP 950 N. 72nd St., Suite 100 Seattle, WA 98103 (253) 670 -3131 mobile - (206) 282 -1355 fax (206) 282 -3000 office www.redhawkgroup.com From: Mark Richardson Sent: Tuesday, May 17, 2011 12:40 PM To: rthompson @ctengineering.com Cc: Steve Klimek; 'Dave Pruin' Subject: Footings under structural bathroom wall at Hillcrest Rob, Attached is the first photos we have of the exposed footing condition at Hillcrest building A. What we can see so far is that the stem wall is 8" wide and approximately 16" tall on top of a wider footing and as you can see, the stem wall ends flush with the end of the framing above. From what we have uncovered to this point, the footing below does not extend to the bathroom side very far (portion of the footing that measurement is pulled from in photo). We have uncovered approximately 1' of footing to the east and north from the stem wall without finding an edge and intend to excavate east 2' or until we find the edge. How far to the North (towards the entry door) do you want us to explore if we find no edge? As it has taken longer to uncover this condition in unit 4, do you still want to see the condition in unit 1? Also, based on our conversation on Friday, my understanding is that your concern is for the load on the post created by the reconfiguration in unit 6. If this is the case and you are comfortable with what has been left of the existing construction in units 1 -5, can you provide us with a letter for the inspector stating such as this condition in units 1 and 4 were what caused his concern. This should enable us to continue with sheetrock in these units while we complete unit 6. Thank you, Mark Richardson REDHAWK GROUP 950 N. 72nd St., Suite 100 Seattle, WA 98103 (253) 670 -3131 mobile - (206) 282 -1355 fax (206) 282 -3000 office www.redhawkgroup.com 5/19/2011 "103,.0 +qt., tC Pew-Jr am t.4 Pdtxz-t Acot 8A-s Metz 1(4374-41L4-1 rq:.' WA, 4 ertiselc. w` L"fl LF 6 Woc. vo,A- stre •� L tiArtwth us( 4163-T 4 BXUV.U340 - Fire Resistance Ratings - ANSI /UL 263 ONLINE CERTIFICATIONS DIRECTORY Page Bottom BXUV.U340 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer Page 1 of 4 • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Design No. U340 June 14, 2010 Bearing Wall Rating — 1 Hr. Finish Rating — See Item 2 Load Restricted for Canadian Applications — See Guide BXUV7 REVIEWED FdR CODE COMPLIANCE APDDfly FEB 08 2L,I City of Tukwila BUILDING nIUI. inho k1 0 1-1 ECEIVED JAN 14 2011 PERMIT CENTER http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =B... 1/13/2011 BXUV.U340 - Fire Resistance Ratings - ANSI /UL 263 Page 2 of 4 HORIZONTAL SECTION 1. Wood Studs — Nom 2 by 4 in. alternating on opposite sides of nom 2 by 6 in. wood plates. Spaced 24 in. OC max on each side of wood plates, staggered 12 in. OC on opposite side. 2. Gypsum Board* — 5/8 in. thick wallboard, paper or vinyl faced with beveled, square, tapered or rounded edges. Wallboard nailed to each stud 7 in. OC with 6d cement coated nails, 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1 -7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., wallboard to be installed horizontally. When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG -C. CERTAINTEED GYPSUM INC — Type FRPC (Finish rating 20 min), ProRoc Type C. CERTAINTEED GYPSUM CANADA INC — ProRoc Type C. CANADIAN GYPSUM COMPANY — Types C, IP -X2 (Finish rating 26 min). GEORGIA - PACIFIC GYPSUM L L C — Types 5 (Finish rating 26 min), DAPC. LAFARGE NORTH AMERICA INC — Types LGFC -C, LGFC -C /A. NATIONAL GYPSUM CO — Types FSK -C, FSW -C, FSW -G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG -C. TEMPLE - INLAND — Type TG -C. UNITED STATES GYPSUM CO — Types C, IP -X2 (Finish rating 26 min). 2A. Wall and Partition Facings and Accessories* — (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws http: / /database.ul.com /cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =B... 1/13/2011 BXUV.U340 - Fire Resistance Ratings - ANSI /UL 263 Page 3 of 4 spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4B. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS MATERIALS INC — Type QuietRock QR -530 (finish rating 23 min). 2B. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Type AG -C. 2C. Wall and Partition Facings and Accessories* — (As an alternate to Item 2 and 2A) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Horizontal joints of vertically applied panels to be backed by studs. SERIOUS MATERIALS INC — Type QuietRock ES, Type QuietRock QR -527. 1 3. Joints and Nailheads — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Joints reinforced. 4. Batts and Blankets* — (Optional) — 3 -1/2 in. max. thickness glass or mineral fiber batt insulation stapled to studs. See Batts and Blankets (BZJZ) category for list of Classified companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb /ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A) — Glass fiber insulation, nom 3 -1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 5 Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self- tapping .t6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 2. b. Steel Framing Members* — used to attach furring channels (Item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2 -1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC -1. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =B... 1/13/2011 BXUV.U340 - Fire Resistance Ratings - ANSI /UL 263 Page 4 of 4 6. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC — Type QuietRock QR -510. 7. Non - Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non - bearing wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall he at a minimum equal to the depth of the hearing wall. *Bearing the UL Classification Mark Last Updated on 2010 -06 -14 Questions? Print this page Notice of Disclaimer Page Top Copyright n 2011 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc.®" Ao independent orpani7atior, working for a safer word with inlen'ily, precision and knowledge. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =B... 1/13/2011 Limited Load - Bearing - this means that a constant superimposed load was applied to the test specimen throughout the fire test to simulate a design load less than 78% of the maximum allow- able design load. Load - Bearing - unless otherwise noted in the detailed description, this means that a constant su- perimposed load was applied to the test specimen throughout the fire test to simulate 78% or more of the maximum allowable de- sign load. Mineral Fiber - refers to either rock or slag wool products. Metal Studs - refers to nominal 25 gage steel studs and runners (track) manufactured to comply with ASTM C 645 unless other- wise specified in the detailed de- scription. (NLB) - nonload- bearing. GENERAL EXPLANATORY NOTES 1. All dimensions, weights, tem- peratures, and pressures are in U.S. customary units. For com- monly used metric (SI) conver- sions refer to the Appendix on page 141 and fEEE /ASTM SI 10 -2002, Standard for Use of the International System of Units (SI): The Modernized Met- ric System. 2. Nails shall comply with ASTM F 547 or ASTM C 514. Other nails, suitable for the intended use, and having dimensions not less than those specified in this Manual shall be permitted as substitutions. 3 Fasteners installed along the edges of gypsum board shall be placed along the paper bound edges on the long dimension of the board. Fasteners at the end shall be placed along mill or field cut ends on the short di- mension. Fasteners on the perimeter of the board shall be placed along both edges and ends. 4. Screws meeting ASTM C 1002 shall be permitted to be substi- tuted for the prescribed nails, one for one, when the length and head diameter of the screws equal or exceed those of the nails specified in the tested system and the screw spacing does not exceed the spacing specified for the nails in the tested system. 5. Vertically applied gypsum board shall have the edges parallel to framing members. Horizontally applied gypsum board shall have the edges at right angles to the framing members. Inter- mediate vertical framing mem- bers are those between the ver- tical edges or ends of the board. 6. Unless otherwise specified, the face layers of all systems, ex- cept those with predecorated or metal covered surfaces, shall have joints taped (minimum Level 1 as specified in GA -214, Recommended Levels of Gyp- sum Board Finish) and fastener heads treated. Base layers in multi -layer systems shall not be required to have joints taped. 7. When a tire- resistance rated partition extends above the ceil- ing. the gypsum board joints oc- curring above the ceiling need not be taped and fasteners need not be covered when all of the following conditions are met. a. The ceiling is part of a fire - resistance rated floor -ceil- ing or roof - ceiling system; b. All vertical joints occur over framing members; c. Horizontal joints are either staggered 24 inches o.c. on opposite sides of the parti- tion, or are covered with strips of gypsum board not less than 6 inches wide; or the partition is a two -ply system with joints stag- gered 16 inches or 24 inch- es o.c.: and d. The partition is not part of a smoke or sound control sys- tem. Where joint treatment is discon- tinued at or just above the ceil- ing line. the vertical joint shall be cross taped at this location to reduce the possibility of joint cracking. 8. Metallic outlet boxes shall be permitted to be installed in wood and steel stud walls or partitions having gypsum board facings and classified as two hours or less. The surface area of indi- vidual boxes shall not exceed 16 square inches. The aggre- gate surface area of the boxes shall not exceed 100 square inches in any 100 square feet. Boxes located on opposite sides of walls or partitions shall be In separate stud cavities and shall be separated by a mini- mum horizontal distance of 24 inches. Approved nonmetallic outlet boxes shall be permitted as allowed by local code. 9. Water- resistant gypsum back- ing board shall be installed over or as part of the fire - resistance rated system in shower and tub areas to receive ceramic or plastic wall tile or plastic fin- ished wall panels. When fire or sound ratings are necessary, the gypsum board required for the rating shall extend down to the floor behind fixtures so that the construction will equal that of the tested system. (See Fig- ure 1 on page 9.) 10. When not specified as a compo- nent of a fire tested wall or par- tition system, mineral fiber. glass fiber, or cellulose fiber in- sulation of a thickness not ex- ceeding that of the stud depth shall be permitted to be added within the stud cavity. 11. In floor - ceiling or roof - ceiling systems, the addition or dele- tion of mineral or glass fiber in- sulation in ceiling joist spaces could possibly reduce the fire - resistance rating. The addition of up to 163/r inches of 0.5 pcf glass fiber insulation (P..40(, ei- ther batt or loose -fill, to any 1- or 2 -hour fire resistance rated floor - ceiling or roof - ceiling sys- tern having a cavity deep enough to accept the insulation is permitted provided that one additional layer of either 72 inch type X or ?•'e inch type X gypsum 8 GA- 620.2003 board is applied to the ceiling. The additional layer of gypsum board shall be applied as de- scribed for the face layer of the tested system except that the fastener length shall be in- creased by not less than the thickness of the additional layer of gypsum board. 12. In each system containing ball or blanket insulation the insula- tion is specified to be either min- eral or glass fiber and, for fire resistance. the system shall be built using the type specified. 13. Although the systems are arranged in general groupings (i.e. walls and interior partitions, floor - ceilings, roof - ceilings, etc.), this is not intended to limit their use only to the specific cat- egory in which they are listed. For example, systems listed as shaft walls shall be permitted to be used as interior partitions. However, systems tested verti- cally (walls and partitions) shall not be permitted to be arbitrarily used in a horizontal orientation. 14. Metal studs and runners are nominal 25 gage unless other- wise specified. 15. Greater stud sizes (depths) shall be permitted to be used in metal- or wood -stud systems. Metal studs of heavier gage than those tested shall be per- mitted. The assigned rating of any load- bearing system shall also apply to the same system when used as a nonload -bear- ing system. Indicated stud spac- ings are maximums. 16. Specified floor - ceiling and roof - ceiling framing sizes or truss di- mensions are minimums. Greater joist or truss sizes (depths) shall be permitted to be used in metal- or wood - framed systems. Indicated joist and truss spacings are maximums. 20. 17, Within design limitations, the distance between parallel rows of studs, such as in a chase wall, shall be permitted to be in- 21. creased beyond that tested. When stud cavities in walls con- structed of parallel rows of steel studs exceed 91 /p inches and cross bracing is required the cross bracing shall be fabricated from steel studs. 18. Systems tested with metal fur- ring channels attached directly to the bottom chords of steel beams. bar joists, or wood trusses or framing shall be per- mitted to be suspended. Gener- ally, furring channels are at- tached to 1112 inch cold rolled carrying channels 48 inches o.c. suspended from joists by 8 gage wire hangers spaced not greater than 48 inches o.c. 19. Floor- ceiling and roof - ceiling systems were fire tested at less than 36 inches total depth. How- ever, the total depth of the sys- tems, with either directly at- tached or suspended ceiling membranes, shall he permitted to extend greater than 36 inch- es. i' :'a;er- resttint Sufficient layers of type x gypsum backing -, gypsum board to achieve beard fire or sound raling \ 'rite - \ Papar-bound edge -- if, space , Flexible sealant - Tub support -- Sufficient layers of type X water- resistant - gypsum boars to achieve fire Or sound rating Tub I: space Figure 1 Section Through Typical One -Hour System Where laminating compound is specified, taping, all- purpose, and setting type joint com- pounds shall be permitted. Additional layers of type X or regular gypsum board shall he permitted to be added to any tem 22. When not specified as a compo- nent of a fire - resistance rated wall or partition system. wood structural panels shall be per- mitted to be added to one or both sides. Such panels shall be permitted to be applied either as a base layer directly to the fram- ing (under the gypsum board), as a face layer (over the face layer of gypsum board), or be- tween layers of gypsum board in multi -layer systems. When such panels are applied under the gypsum board or between layers of gypsum board the length of the fasteners specified for the attachment of the gyp- sum board applied over the wood structural panels shall be increased by not less than the thickness of the wood structural panels. Fastener spacing for the gypsum board and the number of layers of gypsum board shall be as specified in the system description. • • January 26, 2011 1 Jim Haggerton, Mayor epar salt of Corn r,1 unity Development Jack Pace, Director David Pruin Redhawk Group 950 N 72 St Seattle, WA 98103 RE: Correction Letter #1 Development Permit Application Number D11 -014 Hillcrest Apts — Building 1 -14903 Interurban Av s Dear Mr. Pruin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File No. DI 1 -014 W:\Permit Center\Correction Letters \2011\D11 -014 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Tukwiira Building Division Dave Larson, Senior Plan Ex miner Building Division Review Memo Date: January 24, 2011 Project Name: Hillcrest Apts Permit #: D11 -014 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The proposed change of unit #6 to an office will require 2 hour fire resistive construction separating this space from the dwelling units. This means that the ceiling and separating walls will need to be two hour and bearing walls supporting the two hour ceiling will also need to be two hour construction. This requirement is per table 508.4 of the 2009 IBC. Please provide additional plans and specs. for these walls and ceilings. 2. Page A -0.1 has references to 2006 codes. We are currently using 2009 codes with the exception of the NEC which is the 2008 version. Please revise these references to current codes. 3. Walls and ceilings that separate dwelling units are required to be of 1 hour fire rated construction. The P4 walls will be altered to add structural sheeting. Please provide a wall specification or listing number and a typical wall section that will be used for these walls meeting 1 hour fire partition requirements. 4. Smoke detection is required for existing buildings per the 2009 International Fire Code per section 4603.7. "4603.7 Single- and multiple- station smoke alarms. Single and multiple- station smoke alarms shall be installed in existing Group R occupancies and in dwellings not classified as Group R occupancies in accordance with Sections 4603.7.1 through 4603.7.3 ". Please show compliance with this section on plans. Existing system may meet intent of this section. If so, please give specifics. If not, please detail new provisions to comply. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. *PERMIT Y40 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -014 DATE: 02 -01 -11 PROJECT NAME: HILLCREST APTS - BUILDING 1 SITE ADDRESS: 14903 INTERURBAN AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Puirding iiDivision Fire Prevention Public Works Ti Structural n Planning Division Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 02-03-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 14 Structural Review Required Ti No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 03 -03 -11 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -014 DATE: 01 -14 -11 PROJECT NAME: HILLCREST APTS SITE ADDRESS: 44 &-3- INTERURBAN AV S vi-+A03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR MEN S: L 1 Building Division r ublcW kls 'Fire Preve n ion Structural NAB 1 Planning Division L C Permit Coordinator oe DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-18-11 Complete tA Incomplete Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route lip Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-15-11 Approved n Approved with Conditions n Not Approved (attach comments) N Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only _ t' CORRECTION LETTER MAILED: 6 f"'`j V' Departments issued corrections: Bldg- Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3( !/6I I Plan Check/Permit Number: D11-014 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hillcrest Apts — Building 1 Project Address: 14903 Interurban Av S giNd t:?(U/fr) Contact Person: Summary of Revision: lr .' Thiye i'E . P 2. �vwofa, ►colt do dad A-0,1 tplv1614 i t1 Gabe 3, MO d i s efw Will 1 1 4 Pq e✓t i 1�: 1 . r �.�! Phone Number: D111 riato pia/ 0e/(64- V14 2/4, 340 iI RECEIVED /�- //�� FEB 20 SheetNumber(s)- —�, A-1,1 / A-O - t1,_A 2_ho 01 11 PERMR CENTEF "Cloud" or highlight all areas of revision including dae of rev: on Received at the City of Tukwila Permit Center by: `Entered in Permits Plus on a-4-11 C \applications\forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company REDHAWK GROUP LLC 2062823000 950 N 72Nd Street Ste 100 Seattle WA 98103 King Limited Liability Company UBI No. 602241438 Status Active License No. REDHAGL940KP License Type Construction Contractor Effective Date 5/17/2006 Expiration Date 5/1/2011 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CLEARWC91206 CLEAR WATER COMPLIANCE LLC Construction Contractor General Unused 9/2/2009 9/2/2011 Active HERZOIL936QN HERZOG INDUSTRIES LLC INDUST Construction Contractor Glazing /Glass Unused 11/15/2007 11/15/2011 Active REDHAEL973KA REDHAWK ENTERPRISES LLC Construction Contractor General Unused 5/1/2003 5/1/2007 Inactive Business Owner Information Name Role Effective Date Expiration Date KLIMEK, STEVE Partner /Member 05/17/2006 Bond Amount GRAHAM, JOHN Partner /Member 05/17/2006 2277352 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 2 INS CO OF THE WEST 2277352 06/20/2008 Until Cancelled $12,000.00 06/23/2008 1 DEVELOPERS SURETY Et INDEM CO 896921C 05/01/2003 Until Cancelled 06/20/2008 $12,000.00 04/30/2003 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 9 ALASKA NATL INS CO 10EPS31891 05/01/2010 05/01/2011 $1,000,000.00 04 /30/2010 8 ALASKA NATL INS CO 09EPS31891 05/01/2009 05/01/2010 $1,000,000.00 05/04/2009 7 ALASKA NATL INS CO 08EPS31891 05/01/2009 05/01/2010 $1,000,000.00 04/20/2009 6 ALASKA NATIONAL INS 07EPS31891 05/01/2007 05/01/2009 $1,000,000.0004 /24/2008 5 FIRST MERCURY INS CO FMFL001728 05/01/2006 05/01/2007 $1,000,000.00 05/08/2006 4 CLARENDON NATIONAL INS CO 50MG438375 06/01/2005 06/01/2006 $1,000,000.00 10/17/2005 3 FIRST MERCURY INS CO FMFL000707 05/01/2005 05/01/2006 $1,000,000.00 04/29/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 02/11/2011 AVENUE :SOUTH 480.00•: 0 PLANNING l P.PROVED No changes can • e made to these plans without approval from the Planning Diviision of DCD Approved By: Date: b * ► T REVIEWED FOR CODE COMPLIANCE APPR tI D. . FEB 0 8 2011 City of u iIa BUILDING (VISION LEGAL : DE.SC IPTLON PCTr`Aa, oR oli `GF : W 0? IIUTEAUFRE).0 ).DpS[ k.Ox SETTLE, AS PER PL IT R D iN VOLI,P • 1,0. Or~ PLPT$r PAGE 54i •RECO`JcDS :Gtr•XSNG COVNI'Y, S C 1 E AS 7OLLQWS; : flIX ti AT Ikt N RTHWESiT •CQBNE OP!'• SAxD z o'�`# • T ar t{ TxE;WZS , x o � P, iPr j • 89 ILL s. 37 > X 0s m . CO1D i s 178.46 YET; jr ` MST O �l POZ T Olt •T E i ff.LX .0! SIID LO? hBXC}( IS. »off . e9' t 0140',3-7 MXflVus • $2 Sl fDs LliiS'T A, DX$ 4NC`E of • 10;40'• ?EZx • • pRoX T 8Er •.3� T 8-E. U NGi , THE)C 59.- as . MITP4, 17 )lI)tU7.1w 5 'SECONID w s Y0:'o0 •FEh` v SHE FoIN• Oi? G lXNOr , sXT A'T$ xH TNE, d#T or.TUxH'ILX, COUNTY AF KIWG, S.TATL or w sHxltcTOit. ?CCOU NT 4f35,:97Q41 0024 os • • Paxcn sz IAA- S Q IfTER1iWB1)Iz iotd>�ce tc ate' HILLCREST APARTMENTS BUILDING A (BLDG #1) REHAB OF LOWER 6 UNITS GENERAL NOTES & SCOPE OF WORK SUMMARY: Pormit No., Plan review approval is subject to errors and omissions: Approval of construction documents does not authorize the violation of c • ' adopted code or ordinance. Receipt of:approved Fiet e ' • py and conditions is acknowledged., NON - STRUCTURAL SLAB -ON -GRADE REMOVAL & REPLACEMENT: 1. REMOVE NON- STRUCTURAL FRAMING AT KITCHEN AND WARDROBE CLOSETS AS NEEDED FOR SLAB DEMO. 2. DEMO & REMOVE EXISTING SLAB -ON -GRADE AS NOTED. LIMITS OF DEMO TO BE DETERMINED BY OWNER, BUT SHALL NOT EXCEED THE MAXIMUM EXTENT NOTED. 3. ADJUST SUBGRADE TO ALLOW FOR 5" SOG OVER 6 MIL VAPOR BARRIER. REBAR MAT OF #4 BARS 18 "OC EACH WAY. 4. DOWEL INTO THICKEN SLAB CONDITION AT BEARING WALLS & SHEAR WALLS PER DETAILS ON STRUCTURAL DRAWINGS. IMPROVEMENTS TO LATERAL SYSTEM: 1. SEE NOTES & DETAILS ON STRUCTU L DRAWING 2. 1 -HOUR ASSEMBLY PER UL U34�. INTERIOR FINISH WORK: 1. EXISTING GWB: PATCH, TAPE & FINISH AS NEEDED. 2. NEW DOORS & FRAMES THROUGHOUT. 3. NEW PAINT AT ALL WALLS. 4. NEW FLOORING (CARPET & VINYL) THROUGHOUT. 5. NEW CABINETS & COUNTERTOPS AT KITCHEN & BATH. 6. NEW WIRE SHELVING AT WARDROBE CLOSET. 7. NEW APPLIANCES (DISWASHER, RANGE & REFER). WORK AT UNIT #6 - RENTAL OFFICE 1. RECONFIGURE INTERIOR AND ENTRY TO UNIT #6 AS NOTED ON SHEETS A -0.1, A -2.0 & A3.0 BY CARON ARCHITECTURE. MECHANICAL (WORK PERFORMED UNDER SEPARATE PERMIT): 1. UNITS 1 -6: REPLACE EXISTING BATHROOM EXHAUST FAN WITH NEW. TIE TO EXISTING VENT DUCTWORK. 2. UNITS 1 -5: REPLACE EXISTING FIXTURES WITH NEW (TUB, SINK, FAUCET, SHOWER VALVES AT BATHROOM, SINK, FAUCET & DISPOSAL AT KITCHEN). CONNECT TO EXISTING SUPPLY AND 3. UNIT 6: REMOVE TUB /SHOWER, KITCHEN SINK & DISHWASHER. MODIFY ROUGH -IN TO RELOCATE EXISTING TOILET IN BATHROOM. F. ELECTRICAL (WORK PERFORMED UNDER SEPARATE PERMIT): 1. NEW OUTLETS, SWITCHES AND COVER PLATES. CONNECT TO EXISTING ROUGH -IN. 2. NEW LIGHT FIXTURES. CONNECT TO EXISTING ROUGH -IN. G. FIRE ALARM SY EM & S KE DE w • N (WO; • ERF • : ' R SEPt : TE ' : MI 1. FIRE ALARM SYSTEM & SMOKE DETECTION SYSTEMS TO BE SUBMITTED AS DEFERRED SUBMITTALS. 2. NOTE THAT THE APARTMENTS (1 -6) MAY NOT BE OCCUPIED UNTIL THE SMOKE ALARM PORTION 0 FTH EWORK IS COMPLETE. REVISIONS':, No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan review fees.. SEPARATE PERMIT- REQUIRED .FOR . Mechanical . Electrical lumbing. 'Gas Piping or Tukwila •t „ (, QIVISI()J 'BXUV.U340 - Fire Resistance Ratings - ANSI/UL 263 Page 1 •of 4 . p �.rl►E.yt I S M i t BXUV.U340 Fire Resistance Ratings - ANSI /UL 263 Pane Bottom Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field Issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product • manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire' Resistance Ratings - ANSI /UL 263 Design No. U340 June. 14, 2010 Bearing Wall Rating - 1 Hr. Finish Rating - See Item 2 Load Restricted for Canadian Applications =- See Guide BXUV7 • tt' trk i • 0 I,- A In 'A 41354441 4 116 .: .Pit p . �b -: i:;.µ'5. 1 .~-, • • ! 111 I i4t _a http: / /database.ul.com/cgi- bin /XYV /template/LISEXT/ 1 FRAME /showpage,html ?name =B., . 1/13/2011 BXUV.U340 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 4 spaced 12 in, OC at perimeter of panels and 8 in. OC In the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed In stud cavity as described In Item 4B. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS MATERIALS INC - Type QuletRock QR -530 (finish rating 23 mm). 28. Gypsum Board* - (As an alternate to Item 2) - 5/8 In. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 In. from edge of board. When used In widths of other than 48 in., gypsum boards are to be Installed horizontally. AMERICAN GYPSUM CO - Type AG -C. 2C. Wall and Partition Facings and Accessories * -- (As an alternate to Item 2 and 2A) - Nominal 5/8 In. thick, 4 ft Wide panels, applied vertically. Panels nailed 7 In. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 In. diem heads. Horizontal joints of vertically applied panels to be backed by studs. . SERIOUS MATERIALS INC - Type QuletRock ES, Type QuletRock QR -527. 3, Joints and Nallheads - Wallboard joints covered with tape and joint compound. Nall heads covered with joint compound. As an altemate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Joints reinforced. J 4, Batts and Blankets* - '(Optional - 3 -1/2 In. max. thickness glass or mineral fiber batt Insulation � 9 Ion stapled to studs. See Batts and Blankets (BZJZ) category for list of Classified companies. 4A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied,cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance With the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3, Alternate application method: The fiber Is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb /ft3, U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B. Batts and Blankets* - (Required for use.with Wall and Partition Facings and Accessories, Item 2A) - Glass fiber • Insulation, nom 3 -1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) ■ 4C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity In accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs /ft3, INTERNATIONAL CELLULOSE CORP - Celbar -RL 5 Steel Framing Members (Optional, Not Shown)* - Furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG gaiv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 In. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and secured together with two self - tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described In Item 2. b. Steel Framin g Members* b rs - used to attach Furring channels (Item a) Co studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2 -1/2 In. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC -1. http : / /database.ul. com /cgi= bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =B... 1/13/2011 BXUV.U340 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 4 e ti. 0 a HORIZONTAL SECTION 0 .,� 1. Wood Studs - Nom 2 by 4 in, alternating on opposite sides of nom 2 by 6 In. wood plates. Spaced 24 in. OC max on each side of wood plates, staggered 12 In. OC on.opposite side, • I 2. Gypsum Board* - 5/8 In. thick wallboard, paper or vinyl faced with beveled, square, tapered or rounded edges. Wallboard nailed to each stud 7 In. OC with 6d cement coated nails, 1 -7/8 in. long, 3.0915 In. shank diem and 1/4• in, diam head. As an alternate, No. 6 bugle head drywall screws, 1 -7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 In., wallboard to be Installed horizontally. . When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 In. long Type S bugle -head steel screws Spaced 12 in. OC. AMERICAN GYPSUM CO - Types AG -C. CERTAINTEED GYPSUM INC - Type FRPC (Finish rating 20 min), ProRoc Type C. • CERTAINTEED GYPSUM CANADA INC - ProRoc Type C. CANADIAN GYPSUM COMPANY - Types C, IP -X2 (Finish rating 26 min). GEORGIA - PACIFIC GYPSUM L L C - Types 5 (Finish rating 26 min), DAPC. LAFARGE NORTH AMERICA INC - Types LGFC -C, LGFC -C /A. NATIONAL GYPSUM CO - Types FSK -C, FSW -C, FSW -G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type C or PG -C. TEMPLE- INLAND - Type TG -C, UNITED STATES GYPSUM CO - Types C, IP -X2 (Finish rating 26 min). 2A. Wall and Partition Facings and Accessories* - (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 In. long Type S screws • http: // database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =B... 1/13/2011 BXUV.U340 - Pire Resistance Ratings - ANSI/UL 263 Page 4 of 4 6. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 In. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel Is Installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) Is /are to be Installed as Indicated as to fastener type and spacing, except that the required fastener length shall be Increased by a minimum of 1/2 In: Not evaluated or Intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC - Type QuletRock QR -510. 7. Non- Bearing Wall Partition Intersection - (Optional) Two nominal 2 by 4 In. stud or nominal 2 by 6 In. stud nailed together with two 3in. long 10d nails spaced a max, 16 In. OC, vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC, vertically. Intersection between partition wood studs to be flush with the 2 by 4 In. studs. The wall partition wood studs arcto be framed by with a second 2 by 4 in. wood stud fastened with 3 In. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non - bearing wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a miniinum equal to the depth of the bearing wall: *Bearing the UL Classification. Mark Last Updated on 2010 -06 -14 Questions? Print this page Notice of Disclaimer Pane Top Comright © 2011• Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearl(hg the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: Designs and /or Listings (files) must be presented In their entirety and In a non- misleadir g 1. The Guide Y g manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permisson from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: "Copyright © 2011'Underwriters Laboratories Inc. ®" An independent or•g,onization working for a• safer world with Inlegritl, precision and knowledge. http : / /database,ul, com /cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name =B... 1/13/2011 1- hour Ivi Vaned wags- iziVevi F4 wills -�yp�ca►• REVIEWED FOR CODE COMPLIANCE FEB 082011 City of Tukwila BUILDING DDIvi~SIO ?I �I rr Pi {E: Umited Load-Bearing - this means that a constant superimposed load was applied to the test specimen throughout the fire test to simulate a design load less than 78% of the maximum allow- able design load. Load - Bearing - unless otherwise noted in the detailed description, this means that a constant su- perimposed load was applied to the test specimen throughout the fire test to simulate 78% or more of the maximum allowable de- sign load. Mineral Fiber - refers to either rock or slag wool products. Metal Studs - refers to nominal 25 gage steel studs and runners (track) manufactured to comply with ASTM C 645 unless other- wise specified in the detailed de- scription. (NLB) - nonload- beating. GENERAL EXPLANATORY NOTES 1. All dimensions, weights, tern - peratures, and pressures are in U.S. customary units. For com- monly used metric (SI) conver- sions refer to the Appendix on page 141 and IEEE/ASTM SI 10 -2002; Standard for Use of the International System of Units (SI): The Modernized Met- ric System. 2. Nags shall comply with ASTM F547 or ASTM C514. Other palls, suitable for the intended use, and having dimensions not less than those specified In this Manual shall be permitted as substitutions. 3. Fasteners Installed along the edges of gypsum board shall be placed along the paper bound edges on the long dimension of the board. Fasteners at the end shall be placed along mill or field cut ends on the short di- mension. Fasteners on the perimeter of the board shall be placed along both edges and ends. 4. Screws meeting ASTM C 1002 shall be permitted to be substi- tuted for the prescribed nails, 8 one for one, when the length and head diameter of the screws equal or exceed those of the nails specified in the tested system and the screw spacing does not exceed the spacing specified for the nails In the tested system. 5. Vertically applied gypsum board shall have the edges parallel to framing members. Horizontally applied gypsum board shall have the edges at right angles to the framing members. Inter- mediate vertical framing mem- bers are those between -the ver- tical edges or ends of the board. 6. Unless otherwise specified, the face layers of all systems, ex- cept those with predecorated or metal covered surfaces, shall have joints taped (minimum Level 1 as specified In GA -214, Recommended Levels of Gyp- sum Board Finish) and fastener heads treated. Base layers in multi -layer systems shall not be required to have joints taped. 7. When a fire- reslstance rated partitlon•extends above the ceil- ing, the gypsum board Joints oc- curring above the ceiling need not be taped and fasteners need not be covered when all of the following conditions are met. a. The ceiling is part of a fire - resistance rated foor -cell- Ing or roof - ceiling system; b. All vertical Joints occur over framing members; c. Horizontal Joints are either staggered 24 Inches o.c, on opposite' sides of the parti- tion, or are covered with strips of gypsum board not less than 6 inches wide; or the partition is a two -ply system with Joints stag- gered 16 inches.or 24 Inch- es o.0. and d. The partition is not part of a smoke or sound control sys- tem. Where Joint treatment is discon- tinued at or lust above the ceil- ing line, the vertical Joint shall be cross taped at this location to reduce the possibility of Joint cracking. 8.1 Metallic outlet boxes shall be permitted to be Installed In wood and steel stud walls orpartltlons having gypsum board facings and classified' as two hours or less. The surface area of indi- vidual boxes shall not exceed 16 square Inches. The aggre- gate surface area of the boxes shall not exceed 100 square inches in any. 100 square feet. Boxes located on !opposite sides of walls or partitions shall be in separate stud cavities and shall be separated by a mini- mum horizontal distance of 24 Inches. Approved nonmetallic outlet boxes shell be permitted as allowed by local code. 9. Water - resistant gypsum back- ing board shall be installed over or as part of the fire - resistance rated system in shower and tub • areas to receive ceramic or plastic wall tile or plastic fin- ished wall panels. When fire or sound- ratings are necessary, the gypsum board required for the rating shall extend; down to the floor behind fixtures se that the construction will equal that of the tested system. (See Fig- ure 1 on page 9.) 10. When not specified as a compo- nent of a fire tested wall or par- tition system, mineral fiber, glass fiber, or cellulose fiber In- sulation of a thickness not ex- ceeding that of the stud depth shall be permitted to be added within the stud cavity. 11. In floor - ceiling or roof - ceiling systems, the addition 'or dele- tion of mineral or glass fiber in- . siltation In ceiling joist spaces could possibly reduce the fire - resistance rating, The •addition Of up is 9 a inches / es of 0 .5 P cf glass fiber insulation (R -40), ei- ther bait or loose -fill, to any 1- or 2 -hour fire resistance rated floor - ceiling or roof - ceiling sys- tem having a cavity deep enough to accept the insulation is permitted provided that one additional layer of either t/, inch type X or a/a Inch typeX'gypsum GA-e0o -2003 Cge board is applied to the ceiling. The additional layer of gypsum board shall be applied as do- scribed for the face layer of the tested system except that the fastener length shall be in- creased by not less than the thickness of the additional layer of gypsum board. 12. In each system containing bait or blanket Insulation the insula- tion Is specified to be either min- eral or glass fiber and, for fire resistance, the system shall be built using the type specified. 13. Although the systems are arranged in general groupings (i.e. walls and Interior partitions, floor- ceilings, roof - ceilings,, etc.), this Is not intended to limit their use only to the specific cat- egory in which they are listed. For example, systems listed' as shaft walls shall be permitted to be used as interior partitions. However, systems tested verti- cally (walls and partitions) shall not be permitted to be arbitrarily used in a horizontal orientation, 14. Metal studs and runners are nominal 25 gage unless other- wise specified. 15. Greater stud sizes (depths) shall be permitted to be used in metal- or wood -stud systems. Metal studs of heavier gage than those tested shall be per- mitted. The assigned rating of bad - bearing system shaft also any apply to the same system when used as a nonload -bear- ing system. Indicated stud spac- ings are maximums. 16. Specified floor- ceiling and roof - ceiling framing sizes or truss di- mensions are minimums. Greater Joist or truss sizes (depths) shall be permitted to be used in metal- or wood- framed systems. Indicated joist and !Hiss spacings are maximums. 17- Within design limitations, the distance between parallel rows of studs, such as In a chase wall, shall be permitted to be In- creased beyond that tested. When stud cavities in walls con- structed of parallel rows of steel studs exceed. 91/z inches and cross bracing Is required the cross be fabricated bracing from steel studs. Water-resistant Gypsum backing board Flo Poper •bound odge 1/4' space Flexible sealant Tub support aufndent layer of type X wolcr -roslslent gypsum board to achieve roe or found rating Sufficient layer of type x gypsum board to achieve. roe or sound rung I •Tub tl4• space Figure 1 Section Through Typical One -Hour System GA•600•2oe� 18. Systems tested with metal fur- ring channels attached .directly to the bottom chords of steel beams, bar joists, or wood trusses or framing shall be per- mitted to be suspended. Gener- ally, furring channels are at- tached to 1 V inch cold rolled carrying channels 48 Inches o.c. suspended from joists by 8 gage wire hangers spaced not greater than 48 inches o.o. 18. Floor- ceiling and roof - ceiling systems were fire tested at less than 36 inches total depth. How- ever, the total depth of the sys- tems, with either directly at- tached or suspended ceiling membranes, shall be permitted to extend greater than 38 inch- es, 20. Where laminating compound Is specified; taping, all- purpose, and setting type joint com- pounds shall be permitted. 21. Additional layers of type X or regular gypsum board shall be permitted to be added to any em. 22. When not specified as acompo- nent of a tire - resistance rated wag or partition system, wood structural panels shall be per- mitted to be added to one or both sides. Such panels shall be permitted to be applied either as a base layer directly to the fram- ing (under the gypsum board), as a face layer (over the face layer of gypsum board), or be- tween layers of gypsum board in multi -layer systems. When such panels are applied under the gypsum board or between layers of gypsum board the length of the fasteners specified for the attachment of the gyp- sum board applied over the wood structural panels shag be Increased by not less n the ss Q e thickness of the wood structural panels. Festenerspacing for the gypsum board and the number of layers of gypsum board shall be as specified in the system description. RECEIVED FEB . 012011 PERMIT CENTER • • A-11 ABBREVIATIONS L Q AB A/C ACT AFF AL ANCH ANOD APPROX ARCH ASPH BD BITUM BLDG BLK BLKG BM BOT BRG BSMT BUR CB CD CER CAB CI CIP CJT CLG CLJ CLR CMU CNTR CO COL CONC CONN CONSTR CONT CORR CPT CRNR CT CTR CSK CW DBL DEPT DET DF DIA DIFF DIM DISP DN DO DR DS DSP DT DWG DWR ANGLE CENTERLINE POUND OR NUMBER ANCHOR BOLT AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALUMINUM ANCHOR ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BASEMENT BUILT -UP ROOFING CATCH BASIN CEILING DIFFUSER CERAMIC CABINET CAST IRON CAST IN PLACE CONSTRUCTION JOINT CEILING CONTROL JOINT CLEAR CONCRETE MASONRY UNIT COUNTER CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CARPET CORNER CERAMIC TILE CENTER COUNTERSUNK COLD WATER DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DOWNSPOUT DRY STANDPIPE DRAIN TILE DRAWING DRAWER E EAST (E) /EXIST EXISTING EA EACH EB EJ EL ELEC ELEV EMER ENCL EQ EQUIP EXT FA FD FND FE FEC FF FH FHC FIN FIXT FLASH FLR FLUOR FOC FOF FOM FOS FRP FS FT FTG FURR GA GALV GC GB GL GND GT GWB GYP EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR /ELEVATION EMERGENCY ENCLOSURE EQUAL EQUIPMENT EXTERIOR FIRE ALARM FLOOR DRAIN /FIRE DAMPER FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FIRE HYDRANT FIRE HOSE CABINET FINISH FIXTURE FLASHING FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIBERGLASS REINFORCED PLASTIC FULL SIZE /FLOOR SINK FOOT /FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GRAB BAR GLASS GROUND GLAZED TILE GYPSUM WALLBOARD GYPSUM HB HC HDR HDWD HDWE HT HM HCW HORIZ HR H.R. HVAC HW HWT ID I NCL INT JAN JST JT L &P LAM LAV LB LF LKR LT LTL LVR MAS MAT MAX MC MECH MEZZ MFD MFR MH MIN MIR MISC MLDG MLWK MO MON MRD MS MTD MTL MUL N NIC NOM NTS OC OD OFF OH OPP PCT PED PERF PL PLAM PNL PNTD PART PLYWD PR PREFAB PROP PT PTD PTD /R PVC PVMT QT R RA RAD RB RD REF REFR REG REINF REQ'D RESIL RET RFG RM RO ROW S SAN SCW SCD SCHED SECT SD HOSE BIBB HANDICAPPED HEADER HARDWOOD HARDWARE HEIGHT HOLLOW METAL HOLLOW CORE WOOD HORIZONTAL HOUR HANDRAIL HEATINGNENTILATING / AIR CONDITIONING HOT WATER HOT WATER TANK INSIDE DIAMETER INCLUDE INTERIOR JANITOR JOIST JOINT LATH & PLASTER LAMINATE LAVATORY LAG BOLT LINEAL FOOT LOCKER LIGHT LINTEL LOUVER MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEZZANINE METAL FLOOR DECK MANUFACTURER MANHOLD MINIMUM MIRROR MISCELLANEOUS MOULDING MILLWORK MASONRY OPENING MONUMENT METAL ROOF DECK MACHINE SCREW MOUNTED METAL MULLION NORTH NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OFFICE OVERHEAD OPPOSITE PORCELAIN TILE PEDESTRIAN /PEDESTAL PERFORATED PLATE PLASTIC LAMINATE PANEL PAINTED PARTITION PLYWOOD PAIR PREFABRICATED PROPERTY POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE POLYVINYL CHLORIDE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS RUBBER BASE ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT RETURN ROOFING ROOM ROUGH OPENING RIGHT OF WAY SOUTH SANITARY SOLID CORE WOOD SEAT COVER DISPENSER SCHEDULE SECTION SOAP DISPENSER/SOAP DISH /STORM DRAIN SHR SHOWER SHT SHEET SHTG SHEATHING SIM SIMILAR SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T T &G TB TC TD TDW TEL TEMP TER THRES TOC TOP TOS TOW TP TPD TPART T TYP UNO UR UTIL V VB VCT VD VENT VERT VEST VG VIF VP W W/ WAIN WC WD WG WKPT W/0 WP WR WSCT WT WWF FWP FE SGE GE SE TOILET TONGUE & GROOVE TOWEL BAR TOP OF CURB/TOP OF CONCRETE TOWEL DISPENSER TOWEL DISPENSER & WASTE TELEPHONE TEMPERED TERRAZZO THRESHOLD TOP OF CURB TOP OF PLATE TOP OF STEEL TOP OF WALL TOP OF PAVEMENT TOILET PAPER DISPENSER TOILET PARTITION TREAD TYPICAL UNLESS NOTED OTHERWISE URINAL UTILITY VINYL VAPOR BARRIERNINYL BASE VINYL COMPOSITION TILE VOLUME DAMPER VENTILATION VERTICAL VESTIBULE VERTICAL GRAIN VERIRFY IN FIELD VENEER PLASTER WEST WITH WAINSCOT WATER CLOSET WOOD WIRE GLASS WORK POINT WITHOUT WATERPROOF WATER RESISTANT/WASTE RECEPTACLE WAINSCOT WEIGHT WOVEN WIRE FABRIC PAINT PNT PAINT EN ENAMEL FLAT WALL PAINT FLAT ENAMEL FINISH SEMI -GLOSS ENAMEL FINISH GLOSS ENAMEL FINISH SATIN ENAMEL FINISH STAIN AND VARNISH S STAIN SV STAIN & VARNISH SVF FLAT FINISH SVG GLOSS FINISH SVS SATIN FINISH SVSG SEMI -GLOSS FINISH V VARNISH CE FTS FF FWC PT QT RB SLD SV TS T &S VB VCT VT VWC WB CERAMIC TILE FIRETAPE & SAND (ONLY) FACTORY FINISH FABRIC WALL COVERING PAVER TILE QUARRY TILE RUBBER BASE SEALED SHEET VINYL FINISH TAPE & SAND (ONLY) TAPE & SPACKLE VINYL BASE VINYL COMPOSITION TILE VINYL TILE VINYL WALL COVERING WOOD BASE DRAWING SYMBOLS PHONE & DATA RECEPTICLE (SEPARATE PERMIT) DUPLEX RECEPTACLE QUADRUPLEX RECEPTACLE DETAIL TARGET DETAIL TARGET BUILDING SECTION 0 CORRIDOR I 213 1 COLUMN /GRID LINE WORK POINT/ ELEVATION REVISION DELTA ROOM IDENTIFICATION INTERIOR ELEVATION GENERAL CONDITIONS AND SPECIFICATIONS 1. THE CONTRACTOR SHALL PERFORM ALL OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER LOCAL, STATE AND NATIONAL CODES OR REGULATIONS HAVING JURISDICTION. 2. THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS INCLUDING A BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 3. ALL THE WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED DRAWING DOCUMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWING DOCUMENTS. DRAWINGS SHALL NOT BE SCALED. 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE CONTACT TO THE SITE FOR THE DURATION OF THE CONSTRUCTION. 6. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, FIXTURES. ETC. IN THE DEMISED PREMISES FROM LOSS OR DAMAGE FROM ANY CAUSE AND SHALL REPLACE OR REPAIR DAMAGED WORK AT NO COST TO OWNER INCLUDING OWNER SUPPLIED ITEMS UNDER HIS JURISDICTION. 7. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND BY DULY LICENSED ELECTRICIANS. 8. THE CONTRACTOR SHALL PROVIDE "IN CEILING" AND "IN WALL' FRAMING AND BLOCKING AS REQUIRED TO SUPPORT ALL SHELVES, FASCIAS AND SOFFITS. 9. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 4 INCHES FROM FACE OF FINISH AT ADJACENT RIGHT ANGLE WALL TO EDGE OF DOOR OPENING. 10. MEP SYSTEMS ARE DESIGN BUILT. MEP SUBCONTRACTOR SHOULD VERIFY EXACT LOCATIONS OF GRILLS, DUCTS AND MECHANICAL EQUIPMENT, VALVES AND OTHER PART OF BUILDING SYSTEM WITH ARCHITECT. IN CASE OF DICREPANCY IN FIELD NOTIFY ARCHITECT AND STRUCTURAL ENGINEER. 11. PROVIDE CLOSURE AND SEALANT, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE -RATED BUILDING PARTITIONS AND /OR PENETRATING DUCTS, PIPES, CONDUITS, MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT. GENERAL DRAWING NOTES: 1. DO NOT SCALE DRAWINGS: DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS 4( NOTES SHALL GOVERN OVER ALL. IN CASE OF CONFLICT, THE MOST RESTRICTIVE SHALL GOVERN. CONTACT ARCHITECT PRIOR TO CONSTRUCTION FOR CLARIFICATION. 2. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE: a. TO THE FACE OF FINISH AT STUD PARTITIONS, FURRING, & OPENINGS. b. TO THE FACE OF MASONRY OR CONCRETE WALLS. c. TO THE COLUMN GRID LINES. d. TO THE FACE OF EXISTING WALLS. e. AS SHOWN MECHANICAL CONTRACTOR MECHANICAL AND PLUMBING WORK TO BE DESIGN- BUILD. SUBMIT SHOP DWGS OF PRODUCTS FOR APPROVAL PRIOR TO CONSTRUCTION ELECTRICAL CONTRACTOR ELECTRICAL WORK TO BE DESIGN- BUILD. ALL FIXTURES AND EQUIPMENT TO BE AS NOTED. SUBMIT SHOP DWGS OF PRODUCTS FOR APPROVAL PRIOR TO CONSTRUCTION VICINITY MAP PROJECT DATA ALL WORK TO CONFORM TO ALL APPLICABLE BUILDING CODES INCLUDING BUT NOT LIMITED TO: A. 2009 INTERNATIONAL BUILDING CODE B. WA STATE IBC AMENDMENTS C. 2009 WA STATE ENERGY CODE D. 2009 UNIFORM PLUMBING CODE E. 2006 NATIONAL ELECTRICAL CODE CONSTRUCTION TYPE: TYPE VA NOT SPRINKLERED OCCUPANCY GROUP: GROUP -R2 APARTMENT APN: 3597000020 ZONING: HDR LEGAL DESCRIPTION: INTERURBAN ADD TO SEATTLE LESS RD LESS N 250 FT OF SD LOT 2 AS MEAS ALG W LN THOF LESS POR DAF - BEG AT NXN OF N MGN OF S 149TH ST & SWLY MGN OF S.S.H. NO 5 -M SD PT BEING AT R/A TO & 30 FT FR STA 108 +27.35 OF SD HWY TH N 22 -46 -00 W ALG SD HWY 365.31 FT TH S 89 -38 -22 W 139.18 FT TH S 22 -46 -00 E PLW SD HWY 243.91 FT TH S 86 -39 -00 E PLW N MGN OF S 149TH ST 43.30 FT TH S 03 -21 -00 W 100.28 FT TO N MGN OF SD ST TH S 86 -39 -00 E ALG SD N MGN 148.51 FT TH N 65 -41 -00 E 0.59 FT TO POB AKA LOT A OF TUKWILA BLA L01 -067 20020513900006 PROJECT DESCRIPTION REMODEL EXISTING DWELLING UNIT TO BE SALES /OPERATIONAL OFFICE FOR APARTMENT COMPLEX DRAWING INDEX PROJECT TEAM OWNER H I I LCREST APARTMENTS TUKWILLA, LLC 14903 INTERURBAN AVENUE S TUCKWILLA, WA 98168 CONTACT: CORY SHELEST PHONE: (206) 2844065 ARCHITECT CARON ARCHITECTURE, LLC 900 N 34TH STREET SUITE 200 SEATTLE, WA 98103 PHONE: (206) 3671382 FAX: (206) 3671385 CONTACT: RADIM BLAZEJ LEED AP I REVIEWED FOR-` CODE COMPLIANCE 4 pm :mum FEB 082011 City of Tukwila BUILDING DIVISION ARCHITECTURAL DRAWINGS A0.1 GENERAL NOTES, ARCHITECTURAL NOTES & DRAWING INDEX A1.0 SITE PLAN A2.0 DEMOLITION PLAN /PROPOSED PLAN A3.0 ELEVATIONS ti■v o 14 RECEIVED FEB 0 1 2011 PERMIT CENTER 8192 REGISTE ED ARCHITE T .Iradimblazej signature.ti RADIM BLAZE) I STATE OF WASHINGTON HILLCREST APARTMENTS APARTMENTS NTERURBAN AVE S. TUKWILA, WA SEATTLE, WA 98168 www.caronarchitoctu re.com • is Obispo, CA 93401 en 0 03 al CO 0) 0 a i Lr°1 C7 Ca C 0 a vu REVISION DATE PERMIT INTAKE 011 P RMIT CORRECTION #1 1.31.2011 OWNER APPROVAL BY DATE STAMP PROJECT NUMBER 2010.35 PERMIT INTAKE 1.2011 PRINCIPAL IN CHARGE RADIM BLAZEJ, A.I.A. PROJECT TEAM J.S. REVIEWED J.J. DRAWN J.S. SHEET TITLE GENERAL NOTES, ARCHITECTURAL NOTES & DRAWING INDEX VICINITY MAP SHEET NUMBER A -0.1 v Zo REMOVE EXISTING WINDOW AND LOWER SILL HEIGHT TO 30' A.F.F. REMOVE CLOSET DOOR PARTITION AND SHELF AND ROD REMOVE PLUMBING FIXTURES. REMOVE TUB ENCLOSURE REMOVE DOOR, ENLARGE OPENING TO RECEIVE 3' -0" DOOR \ i • J i-, J 1 REMOVE EXIST. DOOR. REMOVE KITCHEN CABINETS AND APPLIANCES, CAP PLUMBING REMOVE PARTITION. TYP I I II II Lh I I II II II F \ r REMOVE FLOOR FINISH THROUGHOUT THE UNIT. TYP. REMOVE EXISTING WINDOW C C C DEMOLITION PLAN U 1/4" =1' -0" ELEVATION GENERAL NOTES WALL LEGEND DEMO WALL = EXIST WALL TO REMAIN = NEW WALL = GYPSUM CEILING 0/ 2x8 © 16' O.C. FRP -LAM WAINSCOT GRAB BAR ENCLOSED TOILET PAPER DISPENSER 1. TOILET ROOM PLAN AND ELEVATIONS ILLUSTRATED ABOVE, ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS, AND ACCESSORY PLACEMENT. ACTUAL LAYOUT SHOWN. 2. LOWER EDGES OF LAVATORY 2' -3" (27") FROM FINISH FLOOR 3. MIRROR MINIMUM 2' -6 "; MAXIMUM 3' -4" ABOVE FINISH FLOOR 4. GRAB BARS 1 1/4" -1 1/2" MOUNTED 1 1/2" FROM WALL, SEE DETAIL THIS SHEET 5. LAVATORY RIM HEIGHT 33 " -34" ABOVE FINISH FLOOR 6. LAVATORY TO HAVE LEVER HANDLE LOCATED NO MORE THAN 17" FROM FRONT EDGE OF LAVATORY 7. FLOORS SHALL BE SMOOTH, HARD, NON- ABSORBENT SURFACE SUCH AS SHEET VINYL. OR OTHER AS ACCEPTABLE BY LOCAL HEALTH AND BUILDING DEPT. 8. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT AND VENTED TO THE OUTSIDE. 9. PROVIDE PAPER TOWEL DISPENSER AREA LOCATED 3' -4" MAXIMUM ABOVE FINISH FLOOR 10. GYPSUM BOARD APPLIED TO PLUMBING WALLS. 11. TOILET FLUSH VALVE TO BE ON OPEN SIDE OF TANK. CONTROLS SHALL BE OPERABLE WITH ONE HAND, MOUNTED NO MORE THAN 44" ABOVE FLOOR ON WIDE SIDE OF TOILET AREA. THE FORCE RQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS - FORCE. 12. FRP TO 4' ON ALL RESTROOM WALLS. TYPICAL ADA RESTROOM 1/4" =1' -0" N ELEVATION FLOOR PLAN LEVER DOOR HANDLE CENTERED BETWEEN 30 "- 44." A.F.F. DOOR TO BE SELF CLOSING. DOOR TO HAVE PRIVACY LATCH z_ 2 N O in fV B. GYPSUM CEILING 0/ 2x8 C 16" O.C. FRP -LAM WAINSCOT PD i La • C/7 C/, 0 CC N J 21' -4Y" 20' -3" N r -t ZO NEW 8042 WINDOW PRIVATE OFFICE — RESTROOM ■ UNISX \� I 3' -6" 1/ 0 1 5' -8'/," 36x80 viii LOW FILE CABINETS 9' ADAPT BATHROOM TO COMPLY TO ADA STANDARDS 9' -1" GM 36x80 CL. 1,-13/4" 7 8 NEW ENTRY DOOR NEW FABRIC CANOPY ABV. 8'-O" GRAB BAR MIRROR PAPER TOWEL DISPENSER (SIDE ELEVATION) OPERABLE PARTS WITHIN 40" A.F.F. INSULATED EXPOSED SUPPLY AND DRAIN LINES EXISTING FLOORING AND COVING PER CBC 1115B.3.2 5. -3" (48" MIN.) 4.47" (54" MIN.) s J2 ". OILET PAPER ISPENSER IT0 "X48" — J 4? X ENCLOSED PAPER TOWEL DISPENSER 2' -6" 24" MIN. • N WAITING ROOM NEW 4X8 HEADER ABV. BEAM CARRIES NO LOAD, FOR AESTHETICS ONLY. LOW FILE CABINETS REFER BLW.000NTER EXIST. SLIDER DO(R NOTE: MODIFY ALL EXISTING WALL AND CEILING ASSEMBLIES PER ASSEMBLIES TYPE TO PROVIDE REQUIRED FIRE SEPARATION. EXTERIOR WALLS FIRE RATING ON INTERIOR FACE ONLY PER 705.5 / PROPOSED PLAN 1/4" =1' -0" ASSEMBLY TYPES SCALE: 1-1/2"=1'-0" INTERIOR WALL 4 z N N N REVIEWED FOR CODE COMPLIANCE A PPranVED FEB 0820H J City of Tukwila BUILDING DIVISION 2x4 WOOD STUDS STUDS @ 16° O.C. 2 HOUR INTERIOR WALL GA FILE NO. WP 4135 2x6 WOOD STUDS STUDS @I6" O.C. 2 HOUR EXTERIOR WALL GA FILE NO. WP 4135 MODIFIED PER 705.5 2x6 WOOD STUDS © 16" O.C. EXTERIOR FINISH MATERIAL, SEE ELEVATIONS. 1/2" CDX PLYWOOD 2 HOUR FLOOR GA FILE NO. FC 5725 (EXIST) 2x10 WOOD JOISTS © 24" O.C. FINISH FLOOR 3/4' T &G PLYWOO . - .1rr,.s..c...1 .`ww+...awwra:.&n..rnrr.*.y.10- . srrrrfarw.,. va,wrweu�..wrnc:v�se�ofrrife•�� wr 5/8" G.W.B. NOTE: USE WATER RESISTANT 5/8" G.W.B. IN BATHROOMS. USE SOUND BATT IN BATHROOM (2 LAYERS) EACH SIDE 5/8" TYPE 'X' G.W.B. R -21 BATT INSULATION (2 LAYERS) 5/8" TYPE 'X' G.W.B. SOUND BATT INSULATION (3 LAYERS) 5 /8 " TYPE 'X' G.W.B. RIGID CHANNEL @ 24' O.0 (1 LAYER) 5/8" TYPE X G.W.B. RECEIVED FEB 01 2011 PERKTCENTER 8192 REGISTE ED ARCHITECT . \ra . Imblazej signature.tif ,I RADIM BLAZEJ STATE OF WASHIN 3TON HILLCREST APARTMENTS APARTMENTS www.caroriarchitecture.com • Suite 105 San Luis Obispo, CA 93401 fts CU Street #200, Seattle, WA 98103 REVISION PERMIT INTAKE DATE .10.2011 1.31.2011 ,,--------- R CORRECTION #1 OWNER APPROVAL BY DATE STAMP PROJECT NUMBER 2010.35 PERMIT INTAKE 1.2011 PRINCIPAL IN CHARGE RADIM BLAZED, A.I.A. PROJECT TEAM J.S. REVIEWED J.J. DRAWN J.S. SHEET TITLE DEMOLITION PLAN FLOOR PLAN DETAILS SHEET NUMBER A -2.0 • • • • ••• s `t $t 1 rt nt1t:t,'': •t• ••• • t A.tl..nM- Wider ....• IVI* ... .. eir• � fti• .. •.••i • ..w- • • • • • .T•••• • • r• • •..••••••••••••••• •• • { » • • . ..••••••■ .• •• • .. IA' •I ,, i • 141 • .• ' I • • r • • { : ;. • • ;5;+.1 s..•... L'aTSas•.ea;.•• .z..i•.t v• -,i.i • ••F, -rr.•+ :r , ••• ii: t t es Ij t • t .• •.• NEW WINDOW 4 "- 6••x8"-0" • UNDER EXISTING HEADER • • • .4 • w•• •• • a • • t;• • • • • •*. .• t t • • • .•t •••• t. `• • !‘, • ••••4.•.. ••• r r woo s i•••• `. •.• • •.. ?Air i • ' • •.../M•.•.. r� I • • • ' • • • .w• *t • i « • • .r. 006040. r .• • .•• • .•Y -..N.� •� • • : •r•. •.f...rW4 r .Y� • •••. • • M..• ••• • ••••••• r NEW WINDOW 4'- 0••X4• -6•• VIF — NEW ENTRY DOOR AND FABRIC CANOPY • .•w r • .. • t • • •t •.. w. • y ••• .•i�.S i;` I. • •••.• *4'1 • ! • • w . w • •r, • • •••••r •••4. .ti • •. •• •••t• •.r,. •'! ABBREVIATIONS STRUCTURAL NOTES STRUCTURAL DRAWING SHEET INDEX A.B. ABV. ADD. ADJ. ALUM. ALT. APPRX. APPROX. ARCH. B. BEL. B.F. BLDG. BLW. BM. BNDRY. B.O.E. B.O.F. BRDG. BRG. BTM. BTWN. C CAMB. CANT. CF C.I.P. C.J. CL CLG. CLR. COL. CONC. CONN. CONST. CONT. CTSK. CTR. CY DB DBL. DEPT. DET. DIA. DIAG. DIAPH. DIM. DN. D.O. DP. D.S. DWG. DWL. (E) EA. E.F. E.J. EL. ELEV. EMBD. ENG. EQ. EQPT. E.W. EXP. EXST. EXT. FAB. FB FDN. F.F. FIN. FLG. FLR. F.O. F.O.C. F.O.M. F.O.S. F.O.W. FRM. F.S. FT. FTG. GA. GALV. GB. GRD. GWB GYP. AND AT FEET(FOOT) INCH (INCHES) POUND(S) NUMBER EQUAL(S) ANCHOR BOLT ABOVE ADDITIONAL ADJACENT ALUMINUM ALTERNATE APPROXIMATE(LY) APPROXIMATE ARCHITECT(URAL) BOTTOM BELOW BRACED FRAME BUILDING BELOW BEAM BOUNDARY BOTTOM OF EXCAVATION BOTTOM OF FOOTING BRIDGE(ING) BEARING BOTTOM BETWEEN CAMBER CAMBER(ED) CANTILEVERED) CUBIC FOOT CAST IN PLACE CONSTRUCTION JOINT CENTER LINE CEILING CLEAR COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOS COUNTERSINK CENTER(ED) CUBIC YARD DROPPED BEAM DOUBLE DEPARTMENT DETAIL DIAMETER DIAGONAL DIAPHRAGM DIMENSION DOWN DITTO(REPEAT) DEEP DRAG STRUT DRAWING(S) DOWEL(S) EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBED(MENT) ENGINEER EQUAL EQUIPMENT EACH WAY EXPANSION EXISTING EXTERIOR FABRICATION FLUSH BEAM FOUNDATION FINISH FLOOR FINISH(ED) FLANGE FLOOR FINISHED OPENING FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FRAME(ING) FAR SIDE FEET(FOOT) FOOTING GAUGE GALVANIZE(D) GRADE BEAM GRADE GYPSUM WALLBOARD GYPCRETE JST. JT. K LAT. LB. L.B. LG. LGTH. LGMF LLH LLV LSH LT. WT. L.W. MAS. MASN. MAT. MAX. M.B. MECH. MEZZ. MFR. MIN. MISC. MTL. (N) N.L.B. NO. N.S. N.T.S. 0.C. 0.D. 0.F. O.H. OPNG. ORNT. OSB O.W.J. PAR. P/C PEN PERP. PL. PL PLMBG. PLYWD. PSF PSI P.T. PT QTY. R. RAD. RE: REF. REINF. REQ. R.F. R.O. SCH. SCHED. SHT. SIM. SKW. S.O.G. SPC. SPEC. SQ. STD. STGR. STIFF. STIR. STL. STRUC. STRUCT. SUSP. SYMM. T. T. &B. TEMP. THK. THRD. T.O.F. T.O.S. T.O.W. TRANSV. T.O.C. TYP. JOIST JOINT KIPS(1000) LATERAL POUND(S) LAG BOLT(S) LONGITUDINAL) LENGTH LIGHT GAUGE METAL FRAMING LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SLOTTED HOLE(S) LIGHT WEIGHT LIGHT WEIGHT MASONRY MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NON -LOAD BEARING NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING ORIENTATE(ION) ORIENTED STRAND BOARD OPEN WEB JOIST PARALLEL PRECAST PANEL EDGE NAIL PERPENDICULAR PLATE PROPERTY LINE PLUMBING PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESERVATIVE TREATED POST TENSION(ED) QUANTITY RADIUS RADIUS REFERENCE REFERENCE REINFORCEMENT(ING) REQUIRED RIGID FRAME ROUGH OPENING SCHEDULE SCHEDULE SHEET SIMILAR SKEW(ED) SLAB ON GRADE SPACE(S) (ING) SPECIFICATION(S) SQUARE STANDARD STAGGER STIFFENER(S) STIRRUP(S) STEEL S RUCTURAL STRUCTURAL SUSPENDED(TION) SYMMETRICAL TOP TOP AND BOTTOM TEMPORARY THICK(NESS) THREADED TOP OF FOOTING TOP OF SHEATHING(SLAB) TOP OF WALL TRANSVERSE TOP OF CONCRETE TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V. VERT. VIF VERTICAL VERTICAL VERIFY IN FIELD GE.OTECH CONSULTANTS, INC. 1000 GENERAL 1001 GENERAL REQUIREMENTS THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS, PIPES, ETC. NOT SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK INCLUDING BUT NOT LIMITED TO EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1- 800 - 424 -5555. TEST 123456 TEST ERT ETWET 1002 CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE LOCAL JURISDICTION. 1004 GEOTECHNICAL INVESTIGATION EARTHWORK AND FOUNDATIONS SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS SHALL BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEEF.. 1006 CODE REQUIRED SPECIAL INSPECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. 13256 Northeast20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 January 13, 2011 JN 03135 Gramor Development Washington, LLC 950 N 72nd Street, Suite 100 Seattle, WA 98103 Attention: David Pruin via email: DP(a,GramorWA.com Proposal: Geotechnical Considerations Hillcrest Apartments - Building A Slab Replacement 14891 Interurban Avenue South, Tukwila, Washington Reference: Geotech Consultants, Inc. Geotechnical Engineering Study, same site. April 1, 2003. • Geotech Consultants, Inc. Geotechnical Engineering Study, adjacent site. November 5, 1998. Dear Mr. Pruin: The undersigned Associate. Engineer meet with you and the project Structural Engineer at the site on January 3, 2011 to review several exposures of the slabs in Building A. In short, the majority of the slabs are badly cracked and have severe differential movement with respect to the building foundation elements. The unusual nature of this severe movement is that the slab elevations (particularly the central portions of the slabs) are above the slab elevations at the foundation elements, We found that the slabs were underlain by a variable thickness of crushed rock or gravelly sand fill overlying a soft (becoming medium -stiff with depth) very moist to wet clayey subgrade. The different slab construction techniques exposed in our slab penetrations suggests . that some areas of the slabs have been replaced in the past. Furthermore, the drywall patching also indicates that the differential slab movement has occurred over a prolonged period with repeated patching of the damage. We have discussed two main mechanisms for this poor slab performance, that being' building foundation settlement and potential swelling of the clayey subgrade soils. We know that the former cause is occurring (based on the overall building performance), but it is unclear howmuch of a factor soil swell might be. In either case, we understand that you want to simply replace the slabs by removing them; regrading the subgrade so that the "high spot" in middle of the rooms is removed; and then pouring new slabs. It is our opinion that this work can be accomplished without detrimental effect on the existing structure, but additional future differential settlement of • -b and t e structure shout : ntici•ated It is unclear as to what degre- e s a•s WI see similar poor pe ormance in the future, but based on generally accepted building settlement theory and soil swell theory, we would anticipate that future differential settlement would be at a rate less than the previous trends. Due to the potential that the clayey subgrade has swelled and contributed to the differential movement, we recommend the following through the course of the slab replacement. 1. Maintain a minimum of 4 inches of compacted crushed rock or sand and gravel beneath the slab for a capillary break layer. 2. Keep the subgrades beneath the slabs wet through the slab replacement process to reduce the possibility of post construction soil swelling. 3. Cover the capillary break with a double layer of 6 mil (or a single layer of 10 mil) visqueen vapor barrier with taped seams and taped penetrations to reduce the risk of drying subgrade and reduce the moisture transmission). GEOTECH CONSULTANTS, INC. 3000 CONCRETE 3001 CONCRETE CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD ACI 318 -05 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318 -05 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 AND 1905. CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: (1) 28 DAY STRENGTH f'c [PSI] (2) MAX. WATER/ CEMENT RATIO (3) MAX. SLUMP [IN] (4) AIR ENTRAINMENT [ %] (5) SPECIAL INSPECTION REQUIRED (6) MIN. 90 LB SACKS OF CEMENT (7) LOCATION AND APPLICATION. (1) (2) (3) (4) (5) (6) (7) 2500 0.50 4 +/- 1 0 + / -1 NO INTERIOR SLAB ON GRADE RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR INCH IF NOT SPECIFIED BY THE ARCHITECT. 3002 REINFORCING STEEL REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318 -05. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: ASTM A -615 DEFORMED BARS GRADE 40 (fy =40 KSI) FOR #3 BARS ONLY ASTM A -615 DEFORMED BARS GRADE 60 (fy =60 KSI) FOR #4 BARS AND LARGER ASTM A -706 DEFORMED BARS GRADE 60 (fy =60 KSI) FOR ALL WELDABLE BARS ASTM A -185 SMOOTH BAR (fy =60 KSI) FOR WELDED WIRE FABRIC. REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE ON SHEET S6.00. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ALL BAR SIZES FORMED SURFACE EXPOSED TO EARTH OR WEATHER #6 AND LARGER #5 AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER WALLS AND JOISTS #14 AND #18 BARS #11 BARS AND SMALLER SLABS AND JOISTS #14 AND #18 BARS #11 BARS AND SMALLER BEAMS, COLUMNS PRIMARY REINFORCEMENT TIES, STIRRUPS, AND SPIRALS 3" 2" 1 1/2" 1 1/2" 3/4" 1 1/2" 1" 1 1/2" 1 1/2" REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED ON THE DESIGN DRAWINGS. Gramor Development Washington, LLC January 13, 2011 We trust this letter meets your needs at this time. Please feel free to contact us with any questions. JHS: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. James H. Strange, Jr. Associate GEOTECH CONSULTANTS, INC. JN 03135 Page 2 Sheet Number Sheet Name Sheet Issue Date S1.0 Structural Notes 01/12/2011 S2.0 Foundation Plan 01/12/2011 S2.1 Foundation Plan (Cont'd) 01/12/2011 S6.0 Typical Details 01/12/2011 Grand total: 4 061001 FRAMING NOTES FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVED BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1. NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS FOLLOWS: NAIL SIZE DIAMETER LENGTH 8d 0.131" 2.5" 10d 0.148" 3.0" 12d 0.148" 3.25" 16d 0.162" 3.5" UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT SILL PLATES SHALL BE 1/2 INCH DIAMETER TITEN SCREWS BY SIMPSON WITH 4 INCHES MINIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES NOR LESS THAN 4.5 INCHES FROM EACH END OF THE PIECE. A 3 "X3 "X1 /4" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (COUNTERSUNK PLATE WASHERS SHALL NOT BE ALLOWED). 061600 WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C -D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE NAILS FIELD NAILS SHEARWALL: 15/32" 48/24 C -D APA CDX T &G 10d @ 4" 10d @ 12" ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE 1 REVIEWED FOR CODE COMPLIANCE popnvEf FEB 08 Bill City of Tukwila BUILDING DIULSI(lhi RECEIVED JAN 14 2011 PERMIT ME R D ll -O IN co L a) a) C C W Structural Seattle, WA 98109 Suite 302 180 Nickerson Street 206.285.0618 (F) 206.285.4512 (V) 0 F 1 U CI) O) 00 S1.0 w ec Q 0 FILE C:1Documents and Settingsldhompson\My Documents\Revit Projecis111002 JOB* 11002 Hipaest111002- HiOcrestM REVISION PLOT 01/12/2011 CAD RTN ENGR. RTN 1 1 0 F 1 U CI) O) 00 S1.0 BEARING LINE S2.1 Sim :1 ■B Cil (E) FOOTINGS AT UILDING TO REMAIN L CEO r (E) WOOD FRAMING ABOVE 10" STEM WALL PER DETAILS BEARING LINE BEARING LINE L Sim P4 I L 10' -0" (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH Sim (E) 1 11L -J - - - -S -I II P4 (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH n J 1-n - 3 i DEMO NON- STRUCTURAL WALL AS NECESSARY TYP (E) 24'WX12 "d THK'D FTG'S TO REMAIN r (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH 1 C S6.0 LJ (E) 24 "wX12 "d THK'D FTG'S TO REMAIN nl F P4 (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH n Sim 1 i P4 I I I I (E) SOG TO BE DEMO!, NEW 5" SOG TO BE INSTALLED PE DETAILS. SUBGRADE PREP PEIGEOTECH n rr_- �J II _ (E) 24 "wX12 "d THK'D FTG'S TO REMAIN (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH 6.0 Sim r 0 (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH J 1 L II L t 3 S6.0 J (E) 24 "wX1I'd THK'D FTG'S TO REMAIN I I- I r - - -- I I (E) SOG TO L DEMO'D. NEW 5" SOG TO BE INSTAILED PER DETAILS. SUBGRADE PREP PER GEOTECH P4 r /...._______ ❑ L L 8'-0" 1/4" = 1' -0" 1 J Level 1 (Left) L 1 J 1 L S6.0 Sim I- J EVIEWED FOR - { CODECOMPLIANCE L-) U6 L1111 City of Tukwila BUILO 6 DIVISION L L I- J r J S2.1 1 U RECEIVED JAN 14 2011 110 I y ERNITCENTER FOUNDATION NOTES: 1. EXISTING FOUNDATIONS TO REMAIN IN PLACE, 2. REMOVE NON- STRUCTURAL SLAB -ON -GRADE AS NECESSARY. PLANS INDICATE THE MAXIMUM EXTENT OF SOG REMOVEAL. ACTUAL AREA OF SOG REMOVAL MAY BE LESS THAN SHOWN AT OWNERS DISCRETION. 3. TRIM GRADE BELOW SOG IN ORDER TO FACILITATE NEW SOG. PREPARE SUBGRADE ACCORDING TO GEOTECH DIRECTION, AND PROVIDE CRUSHED ROCK AND DRAINAGE AND CAPILLIARY BREAK AND VAPOR BARRIER PER SAME. 4. REPLACE SOG WITH NEW 5" THK SOG WITH fc = 2500psi MIX - USE #4 @ 18 "OC EA WAY AT MID DEPTH FOR REINFORCEMENT. 5. REFER TO SHEET 56,0 FOR DETAILS THAT ARE RELEVANT. 6. ENSURE THAT SOG IS TIED INTO STEM WALLS AND (E) FOOTINGS PER CETAILS AS NOTED. FRAMING NOTES: 1. FRAMING IS TO REMAIN UNCHANGED FOR THE MOST PART. 2. WHERE INDICATED, NON- STRUCTURAL WALL AT KITCHEN AREA MAY BE REMOVED AS NECESSARY IN ORDER TO INSTALL SOG AND FACILITATE FLOOR- LEVELLING. 3. BEARING WALLS AND WALLS USED FOR LATERAL SYSTEMS SHALL REMAIN IN PLACE. 4. WHERE INDICATED AT PARTY WALLS, REMOVE THE GYPSUM WALL BOARD, AND REPLACE WITH 15/32" RATED PLYWOOD SHEATHING ACCORDING TO DETAILS 3 &4/S6.0. DO NOT REMOVE THE EXISTING METAL SWAY BRACES INSTALLED ON THESE WALLS. REMOVE GYPBOARD SEQUENCIALLY, AND IMMEDIATELY INSTALL PLYWOOD SHEATHING - DO NOT REMOVE GYP FROM A WHOLE WALL BEFORE STARTING WITH PLYWOOD - SEQUENCE THE INSTALLATION. 5. MAKE CONNECTIONS TO THE (E) FOUNDATION PER DETAIL 3/S6.0. 6. MAKE CONNECTIONS TO THE TOP PLATE PER DETAIL 4/S6.0. LEGEND: 15/32" RATED SHEARWALL - PANEL EDGE NAIL @ 4 "OC - FIELD NAIL @ 12 "OC - BLOCK ALL PANEL EDGES P4 STRUCTURAL WALL - SHEARWALL OR BEARING WALL NON- STRUCTURAL WALL TYP NON- STRUCTURAL WALL TYP — — — — i (E) STEM WALL (E) FOOTINGS Seattle, WA 98109 Suite 302 Structural 206.285.0618 (F) 206.285.4512 (v) 1 As indicated FILE Moments and Settingslrthompson\My DocumentstRevit Projects111002 JOB" 11002 Hatcrest111002- Hilcrest M REVISION 0 TS H 0 J a CAD RTN ENGR. RTN d z 0 0 c73 ,,----4 I n4 O I .'-�] . ` c-3 � - Cd Cd O ,---- 0 cd 0 d' S2.0 03) S2.0 L Sim (E) BLDG FOUNDATION TO REMAIN BEARING LINE --j r J i L _ P4 (E) SOG TO BE DEIJO'D. NEW 5" SOG TO BE INSTALLED R DETAILS. BfRADE —PR R GEOTECH n II t __________- ___ -__J V (E) 24W12"! THK'D FTG'S TO RE I- - — F — IN i P4 Moto. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH Sim : SAWCUT TO EDGE OF FOOTIN II II II II II i P4 (E) SOG TO BE DEMO'D. NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH n DEMO NON- STRUCTURAL WALL AS NECESSARY TYP P4 L____ _____________________4_________J (E) OG 3 TO DEMO'D. NEW 5" SOG TO BE INSTAL 1D PER DETAILS. SUBGRADE PIREP PER GEOTECH L� II (E) 2456X12 "d THK'D FTG'S TO REMAIN II C = J� l 1 (E) SOG TO BE DEMO'D, NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH L (E) 24"wX12 "d THK'D FTG'S TO RE IN J r (E) SOG TO BE DEMO'D, NEW 5" SOG TO BE INSTALLED PER DETAILS. SUBGRADE PREP PER GEOTECH 0 J 1 L I- Sim J 1/LP = 1' -0" 1 Level 1 (Right) S2.0 L L 7 L Sim (E) WOOD FRAMING ABOVE 10" STEM WALL PER DETAILS BEARING LINE BEARING LINE BEARING C1NE - ' - J (6) L J b\o i REVIEW ED FOR CODE COMPLIANCE Apppnl/En FFB08Sul City of Tukwila BUILDING DIVIRInni RECEIVED JAN 14 1011 PERMITCENTER FOUNDATION NOTES: 1, EXISTING FOUNDATIONS TO REMAIN IN PLACE. 2. REMOVE NON- STRUCTURAL SLAB -ON -GRADE AS NECESSARY, PLANS INDICATE THE MAXIMUM EXTENT OF SOG REMOVEAL. ACTUAL AREA OF SOG REMOVAL MAY BE LESS THAN SHOWN AT OWNERS DISCRETION. 3. TRIM GRADE BELOW SOG IN ORDER TO FACILITATE NEW SOG, PREPARE SUBGRADE ACCORDING TO GEOTECH DIRECTION, AND PROVIDE CRUSHED ROCK AND DRAINAGE AND CAPILLIARY BREAK AND VAPOR BARRIER PER SAME. 4. REPLACE SOG WITH NEW 5" THK SOG WITH fc = 2500psi MIX - USE #4 @ 18 "OC EA WAY AT MID DEPTH FOR REINFORCEMENT. 5. REFER TO SHEET S6.0 FOR DETAILS THAT ARE RELEVANT. 6. ENSURE THAT SOG IS TIED INTO STEM WALLS AND (E) FOOTINGS PER DETAILS AS NOTED. FRAMING NOTES: 1. FRAMING IS TO REMAIN UNCHANGED FOR THE MOST PART. 2. WHERE INDICATED, NON- STRUCTURAL WALL AT KITCHEN AREA MAY BE REMOVED AS NECESSARY IN ORDER TO INSTALL SOG AND FACILITATE FLOOR- LEVELLING. 3. BEARING WALLS AND WALLS USED FOR LATERAL SYSTEMS SHALL REMAIN IN PLACE, 4. WHERE INDICATED AT PARTY WALLS, REMOVE THE GYPSUM WALL BOARD, AND REPLACE WITH 15/32" RATED PLYWOOD SHEATHING ACCORDING TO DETAILS 3 &4/S6.0. DO NOT REMOVE THE EXISTING METAL SWAY BRACES INSTALLED ON THESE WALLS. REMOVE GYPBOARD SEQUENCIALLY, AND IMMEDIATELY INSTALL PLYWOOD SHEATHING - DO NOT REMOVE GYP FROM A WHOLE WALL BEFORE STARTING WITH PLYWOOD - SEQUENCE THE INSTALLATION. 5. MAKE CONNECTIONS TO THE (E) FOUNDATION PER DETAIL 3/S6.0, 6. MAKE CONNECTIONS TO THE TOP PLATE PER DETAIL 4/S6.0. LEGEND: 15/32" RATED SHEARWALL - PANEL EDGE NAIL @ 4 "OC - FIELD NAIL @ 12 "OC - BLOCK ALL PANEL EDGES P4 STRUCTURAL WALL - SHEARWALL OR BEARING WALL NON- STRUCTURAL WALL TYP NON- STRUCTURAL WALL TYP , - - - - (E) STEM WALL (E) FOOTINGS Structural Seattle, WA 98109 Suite 302 180 Nickerson 206.285.0618 (F) 206.285.4512 (V) 0 0 O) 00 cd H S2.1 As indicated FILE C:1Documents and SettingslrthompsonWly Documents\Revit Projects111002 JOB 11002 H illcrest111002- HillcrestM REVISION PLOT 01/12/2011 CAD RTN ENGR. RTN d z 0 0 O) 00 cd H S2.1 Structural Seattle, WA 98109 Suite 302 180 Nickerson Street 206.285.0618 (F) 206.285.4512 (V) PROVIDE #4 X 24" LONG @ 24 "OC DOWEL - EMBED 4" INTO STEM WALL - WHERE IS TO BE REPLACED, BLK EDGES W/ 10d COMMONS @ 4 "OC TYP _...._/\,...r__________.- (E) RIM AND BLK'G TO REMAIN FILE C:1 DocumentsandSeltingslrthompson\ MyDocumenls\RevitProjecfs111002 JOB" 11002 H illcrest111002- HillaestM REVISION (E) PARTY WALL ABOVE TO REMAIN "x3 "x1/4" �'J - # 1 (E) PARTYWALL IS 2X6 PLATES W/ 2X4 STUDS @ 16 "OC TYP STAGGERED z 3 PL WASHER TYP @ EA A.BOLT SOG IS REPLACED, OE ENGR. RTN (E) 2X10 JOISTS @ TUC TYP (E) FIRST ELEVATED FLOOR SAW EDGE OF FTG REMOVE (E) SOG - TRIM GRADE, AND REPLACE W/ G OC EA i (N) 15/32" RATED SHEATHING APPLIED TO ONE SIDE ONLY - LEAVE (E) METAL SWAY BRACING IN PLACE - APPLY PLYWOOD OVER THIS. SAW CUT AT EDGE OF FTG T AT USE SIMPSON SET -XP EPDXY ADHESIVE (E) EXT BRG WALL TYP REMOVE (E) SOG - TRIM GRADE, AND REPLACE �� (E) FRAMED BRG WALL TO REMAIN TYP AT BATH WALLS AS REMOVE EXISTING SOG - TRIM GRADE �� AS REQRED. RC/ 5G !!!:5!PETE SCREWS 10d COMMONS @ 4 "OC j ` WAY - MID i (E) GRADE TO REMAIN `� . - .:? 0 0 �- o _ (E) PARTY WALL TO REMAIN - PLATES ARE 2X6, WITH 2X4 STUDS "OC Z�1 in !� ° ;° • �..,= 4� a�--�° 4— � —:_�.. B •� - • a ^o .. — i "�� ; o. _ a:c:Z " - — — — �i� 10d @4 "OC PANEL EDGE NAILING AT TOP PLATE TYP USE 10d COMMONS @ 4 "OC TYP AT ALL PANEL EDGES USE 10d @ 12 "OC IN FIELD BLK ALL PANEL EDGES W/ 10d COMMONS @ 4 "OC TYP swizz •`� ° -° < • . ° �; -, 4° Ie 0. ° °•4• • : °' • FILL & VAPOR BARRIER _ PER GEOTECH T . ° • ,° ° ° < 'a f '° • - °• _ • _ •, • • °,. ° • • ° ° •- " (E) FTG & STEM TO REMAIN SHOWN SUB -GRADE AND VAPOR BARRIER PER GEOTECH • - 2' - 0�� SUB -GRADE AND VAPOR BARRIER PER GEOTECH 2' - 0" / STAGGERED @ 16 TYP (N) 15/32" RATED SHEATHING APPLIED DIRECTLY TO STUDS - DO NOT REMOVE (E) METAL /` SWAY BRACING - APPLY PLYWOOD OVER BRACING. RECOMMENDATIONS �— INSTALL #4X24" DOWELLS @ (E) FTG TO REMAIN 24 "0C - USE SIMPSON SET -XP EPDXY ADHESIVE - 4" EMBED 3/4" = 1' -0" INSTALL #4 X24" DOWELLS @ (E) FTG TO REMAIN 24 "0C - USE SIMPSON SET -XP EPDXY ADHESIVE - 4" EMBED 3/4" = 1' -0" 2 - 0 (E) (2) #4 TOP AND BOT AS 01 -,. / "00 (E) #4 DOWELLS @ 24 TYP , 3/4" = 1' -0" 3 NEW SHEATHING CONDITION 4 NEW SHEATHING CONDITION 1 EXT BEARING WALL CONDITION 2 INT BEARING WALL CONDITION RE C0 VIEWED FOR -. E OO�PLIANCE 4 DDonwn Ftti ud 4.uil Cityof Tukwila BUILDING nivi iniv •tECEI N ED JAN 14 2011 - PERMIT CENTER Structural Seattle, WA 98109 Suite 302 180 Nickerson Street 206.285.0618 (F) 206.285.4512 (V) 0 a) 0 rn cc H S6.0 LLI I- Q 0 1 co FILE C:1 DocumentsandSeltingslrthompson\ MyDocumenls\RevitProjecfs111002 JOB" 11002 H illcrest111002- HillaestM REVISION PLOT 01/12/2011 CAD RTN ENGR. RTN d z 0 a) 0 rn cc H S6.0