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HomeMy WebLinkAboutPermit D08-434 - HILLCREST APARTMENTS - BUILDING C DECKSHILLCREST APTS C 14901 INTERURBAN AV S D08 -434 Parcel No.: 3597000422 Address: 14901 INTERURBAN AV S TUKW Suite No: Tenant: Name: HILLCREST APARTMENTS, BLDG C Address: 14901 INTERURBAN AVE S , TUKWILA WA Owner: Name: HILLCREST ASSOCIATES Address: C/O GRAN INC , 1021 1ST AVE W 98119 Phone: Contact Person: Name: ALICE HART Address: 1021 FIRST AV W , SEATTLE WA 98119 Phone: 206 - 283 -4720 Contractor: Name: GRAN INC Address: 1021 1ST AV N , SEATTLE WA 98119 Phone: 206 - 283 -4720 Contractor License No: GRANI * *997NF City0f 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 DESCRIPTION OF WORK: SHORE UP EXISTING DECKS WITH PIN PILES TO SPEC, FOOTINGS AND HEADERS Value of Construction: Type of Fire Protection: Type of Construction: $69,000.00 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 - 434 Issue Date: 09/25/2008 Permit Expires On: 03/24/2009 Expiration Date: Fees Collected: $1,651.20 International Building Code Edition: 2006 Occupancy per IBC: doc: IBC -10/06 D08 -434 Printed: 09 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City *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 Permit Number: D08 - 434 Issue Date: 09/25/2008 Permit Expires On: 03/24/2009 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 Permit Center Authorized Signature: v Date: _V g I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t erformano of wo I . ff thorized to sign and obtain this development perrpit. Signature: _ , / 4 4 Va Artj Date: Print Name: e(' 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -434 Printed: 09 -25 -2008 Parcel No.: 3597000422 Address: Suite No: Tenant: 0 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 14901 INTERURBAN AV S TUKW HILLCREST APARTMENTS, BLDG C PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -434 ISSUED 09/11/2008 09/25/2008 1: 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. 2: 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. 3: 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. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: 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. 6: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. doc: Cond -10/06 * *continued on next page ** D08 -434 Printed: 09 -25 -2008 • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the..performance of work. Signature: Print Name: 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 ik rem is go Date: doc: Cond -10/06 D08 -434 Printed: 09 -25 -2008 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 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 Address: [ 9O I DririLl.6410 Suite Number ',�1� New Tenant: Property Owners Name: rte %r) E rj r 2 v& /mew , (.L C Mailing Address: / f3qA Irlterurhol 4 s. #1,0 7bkitrA L)4 98/ ' 8 Tenant Name: 1-1-'t (1 CYe ck Name: A 11 fC 140 C to 6 FF ) 2 fl L. Day Telephone: t . Mailing Address: f f )2( St Ale U) "5-1- 5G1 e /F 9 e// 9' /� City state Zip E -Mail Address: Q f (.r t � ��.nC • (.t� Fax Number: ��� Y . 33 Company Name: t 4*) ire, ' . Mailing Address: 1021 l 5f five J Seal- ie i 4 2;3/75 City state Zip Day Telephone: , 2 , MG) Z Fax Number: ,�,ep • Contractor Registration Number: _6/' 1,Z 97/L Expiration Date: Who /2d0 6 Contact Person: /1/ '/ .7 '1 i E -Mail Address: 1 • 1)0 0- 7-kto ea 41 4.49:1411 King Co Assessor's Tax No.: 39,9 7QU<12:2_ kL C t Floor: ❑ Yes ❑.. No City State Zip Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Contact Person: E -Mail Address: Company Name: C G C' � l r ete JJ Mailing Address: 2 5 b '' ��'r /'/ 'f -ve 17uL .St 5,k 20D i %BOZO Q Zip Contact Person: Greg 6 Linen / PP S/ Day Telephone:�Z 778. &5c ) E -Mail Address: Fax Number: x , , 7 78 . 553<, Q AApdicatita orm"ppticadons at Line\2.2006 - Permit Applieadoadoc Revised 9 -2006 bh City State Page 1 of 6 O Valuation of Project (contractor's bid price): $ (9q, 600 Scope of Work (please provide detailed information): 5 grol Ctsr1 True.b'enti V1 Will there be new rack storage? ❑ Yes . o If yes, a separate permit and plan submittal will be required. } sir ^E.tz•!c 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_ Will there be a change in use? 0.. ..... Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIA ❑ Sprinklers ❑ Automatic Fire Alarm Q: ApplicaaonsTomts- Appliafiau On Line13.2006 • Permit Applialion doc Revised: 9 -2006 b Existing Building Valuation: $ 9/0 • - . • exr 1 t., ire irr'rer pIar1S, • r4 a!�i ;t lE Handicap: un+fs have (O4{f e b f) S mote 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 ety ata 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. Page 2 of 6 Print Name: Mailing Address: 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 OWNE Signature: I Date Application Accepted: U 0 ED AG T: 4/i? b. 14-it /02/ / Ave ZA)e51- Q:Vsppiiieeianslpoms -App ons On til)A3 - kink Appliiwioo.doc Revised: 9-2006 bh Day Telephone: • Sere L114 State City Date: 9 / 7 /0 tJ Date Application Expires: 3 Staff Initials: Page6of6 Receipt No.: R08 -03357 Initials: WER User ID: 1655 Payee: GRAN INC ACCOUNT ITEM LIST: Description ann. RAnnint -nR BUILDING - RES STATE BUILDING SURCHARGE 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 Payment Check 2374 1,002.50 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3597000422 Permit Number: D08 -434 Address: 14901 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 09/11/2008 Applicant: HILLCREST APARTMENTS, BLDG C Issue Date: Account Code Current Pmts 000/322.100 998.00 000/386.904 4.50 Total: $1,002.50 Payment Amount: $1,002.50 Payment Date: 09/25/2008 11:27 AM Balance: $0.00 Print .ri• nR- 7F -20nR Receipt No.: R08 -03227 Payee: GRAN INC ACCOUNT ITEM LIST: Description dor.: Raraint -06 PLAN CHECK - RES 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 Payment Check 2354 648.70 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3597000422 Permit Number: D08 -434 Address: 14901 INTERURBAN AV S TUB:W Status: PENDING Suite No: Applied Date: 09/11/2008 Applicant: HILLCREST APTS BLDG C Issue Date: Initials: WER Payment Date: 09/11/2008 10:34 AM User ID: 1655 Balance: $1,002.50 Account Code Current Pmts 000/345.830 648.70 Total: $648.70 Payment Amount: $648.70 7223 n9 /�µ. ? "07 TOTAL AL 7 } `� G'fG ^.V PrintAri: 09- 11 -700R Pro'ect: t k1 (Lic.J� �� Type of Inspection: .' , Led:. A i J, ` Al Address: ill 01 d f . sv r t. ./t-► Date Special Instructions: / Date Wanted: 1 I ` ( - or a P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Fra 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecor: 'Date: _ 3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Pro�er�ty ` ���� f4 _p 11 �\,Type V f41 of In�s��tio , Address: 010 ( ' J r iire I / o41 /1v/al Date Called: Special Instructions: / Date Wanted: a.m. Q Requester: Phone No: 4Z5 - 444 —( 12 6 1C 6 0 8 -434 INSPECTION RECORD ___VF( Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ( ab EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: pi, ) l ore s- Type of Inspection: Ra,vt. 5} uJovt Address: . 11 p 1 _Lid i c vow Date Called: Special Instructions: Date Wanted: GC n - 16- d 0 p.m. Requester: Phone No: I /7 I /?5- t01 - 9295 v / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec Date: /e 0,, Vp $ 60 ' 0 REINSPECTION FE REO IRED. Prior to inspection, fee must be l at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project • r i it ti /r• Type of Inspection: F42r i A. I Addr l v � 1- 19/74 /bill f Date Called: Special Instructions: Date Wanted: In a5 GrDr. p.m. Requester: Phone No: INSPECTION RECORD �f��3 Retain a copy with permit 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �[ Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspect r: 'Date: ` /0 /6 ❑ 0.0 REINSPECTION,FEE RE OARED. IRED. Prior to inspection, fee must be aid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt' No.: 'Date: '^fgATE 10 fq ©g CERT. NO. c / Q `PROJECT , 401(266A . A9 De .K cal; ( . LOCATION 1 ' ' r vi - A-ve. S ` BLDG. PERMIT NO. OWNER WEATHER C ; le.p TEMP. AT AT • AM PM ENGINEER p c _ "'rte ARCHITECT n� f, CONTRACTOR T THE FOLLOWING WAS NOTED: REVISED 1102 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 EVERETT (425) 259 -0817 FIELD REPORT IMCSPIF t a �. 'IY TO: O1&LC ev i X 1 8(14 QI.tP' 'Evtc PO ix 11 l S u_q 4w,J ? w , l A cl80 ? ATTN: b 1 c� G, s C l) E reLlsc,,l & I A Co ' CeL5c. I e ? l-An Q CQ' Co ( Pako,l cke ew 0 0 5' 5 0e9_0501 cLeok) 1c' C e v o i c . ( C e ' 19 ' 0 acy.A c9e @ to' Ce.t.,c3 8120 -0 a e 10' ce LA.l ��►� 8'/z. fuse-1 doll-tn Y ae 81 ( c lA ca.\ 7; Vl 0€.'i) 6rs , V ev\ Mr e \ I V1 1 i/1 ivisk) -e TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. SIGNED BY COPIES TO: tf /WP--4 INSPECTOR(S), NAME(S) PRINT PREVIOUS ( e9oci n B « ( V 731(1 e s 5 c2 ' 1 E 9 No 60479'' 1 d v .)4) 8004/, c deet1n ee Fox, rkett 1-0 464 i c'9c; 1404 INSPECTOR SIGNATURE D EPARTMENTS: Building Division Complete Comments: ACTIVITY NUMBER: D08 -434 DATE: 09 -11 -08 PROJECT NAME: HILLCREST APTS BLDG C SITE ADDRESS: 304 STRANDER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Public Works Please Route Documents/routing slip.doc 2-28-02 o PERRflIT COORD COPY • PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: q - 18-05 REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 09 -16 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 10 -14 -08 Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 AMERICAN STATES INS CO 6438691 07/31/2006 Until Cancelled $12,000.00 08/21/2006 1 DEVELOPERS SURETY It INDEM CO 855777C07/31/2001 12/01/200612/01 Until Cancelled 09/21/2006 $12,000.00 08/06/2001 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 FIREMANS FUND INS CO MXX80881746 11/01/2007 11/01/2008 $1,000,000.00 12/03/2007 7 COLONY INS CO GL163630 12/01/200612/01 /2007 $1,000,000.0003 /15/2007 Name Role Effective Date Expiration Date NAKATA, NELSON S PRESIDENT 08/06/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lftl 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 GRAN INC 2062834720 1016 2ND AVE W SEATTLE WA 98119 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 GENERAL Specialty 2 UNUSED 601638695 ACTIVE GRANI**997NF CONSTRUCTION CONTRACTOR 8/6/2001 10/16/2010 Business Owner Information Bond Information Insurance Information 0 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= GRANI* * 997NF • Page 1 of 2 09/25/2008 BASE MATERIAL ANCHOR SIZE MINIMUM EMBEDMENT ALLOWABLE TENSION ALLOWABLE SHEAR CONC. 1/2" ROD 4 1/4" 2,838 1,935 CONC. 5/8" ROD 5" 4,320 3,025 CONC. 3/4" ROD 6 5/8" 5,356 4,355 CONC. #4 BAR 4" 2,768 2,615 CONC. #5 BAR 5" 3,638 4,125 CONC. #6 BAR 7" 6,258 6,200 NOTES: 47 1. THE ABOVE VALUES ARE BASED ON THE HILT1 HIT HY 150 INJECTION ADHESIVE ANCHORING SYSTEM INSTALLED IN NORMAL WEIGHT CONCRETE, f c = 2500 PSI. CONTRACTOR MAY USE ENGINEER APPROVED EQUAL. 2. ROD STEEL IS A36, Fy=36 KSI Fu =58 KSI 3. REBAR STEEL IS A615, Fy=60 KSI Fu =90 KSI 4. ALLOWABLE SHEAR AND TENSION LOADS ARE THE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH. 5. SPECIAL INSPECTION IS REQUIRED PRIOR TO GROUTING HOLES PER THE MANUFACTURER'S ICBO REPORT. 6. THE ABOVE VALUES ARE BASED ON AN EDGE DISTANCE GREATER THAN 12" AND A MINIMUM SPACING OF 14 ". CONTACT ENGINEER FOR OTHER CONDITIONS. f c = 2500 PSI BAR SIZE DEVELOPMENT LENGTH LAP SPLICE TENSION COMPRESSION TENSION COMPRESSION TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS # 24 18 9 30 23 12 #4 31 24 12 41 31 15 # 39 30 15 51 39 19 #6 47 36 18 61 47 23 #7 68 53 21 89 68 27 #8 78 60 24 102 78 30 NOTES: ARE IN INCHES. ARE CLASS B. ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 1. ALL LENGTHS 2. ALL LAP SPUCES 3. "TOP BARS" THAN 12 INCHES OPERATION CONT. PERIODIC REMARKS SOILS LIGHT FRAMING (STUDS) HEM —FIR STUD PIPE PILING INSTALLATION 800 X . HEM -FIR PILING REFUSAL VERIFICATION 978 (REP) X PLATES AND BLOCKING CONCRETE #2 850 — ADHESIVE ANCHORS X # 875 N ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2006 IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAIUNG TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SIZE CLASSIFICATION • SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM —FIR STUD 776 (REP) 800 2x JOISTS AND PLANKS . HEM -FIR #2 978 (REP) — PLATES AND BLOCKING HEM —FIR #2 850 — 6x AND LARGER BEAMS AND STRINGERS DOUG—AR # 875 — 4x AND SMALLER BEAMS AND STRINGERS HEM —FIR # 850 — ALL POSTS AND TIMBERS DOUG —FIR #1 1200 1000 , TY OF CONSTRUCTION f'c MAXIMUM WATER /CEMENT RATIO MIN. CEMENT CONTENT PER CUBIC YARD MAXIMUM SHRINKAGE STRAIN FOOTINGS 2500 PSI 0.45 5 SACK N/A GRADE BEAMS 2500 PSI 0.45 5 SACK N/A ALL OTHER CONC. 2500 PSI 0.45 5 SACK N/A NAIL SHANK 0 MIN. LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). CODE ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF FLOOR DECK LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.9). QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. FREQUENCY AND DISTRIBUTION OF REPORTS — INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, AR HI-TECT F�NG INEE'. AND : _ ILDIN I FFICIA SPECIAL INSPECTIONS 'g I FOUNDATIONS: PIN PILES SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE 2 "0 PILE CAPACITY: 4000 LBS PASSIVE EARTH PRESSURE: 300 PCF LATERAL EARTH PRESSURE: UNRESTRAINED: RESTRAINED: 15 PSF 12 PSF 19 PSF ► i 1 VT � S 35 PCF + ANY APPLICABLE SURCHARGE 35 PCF + 10 PSF * WALL HEIGHT IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MINIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12 ") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557 -00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL— DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. no PIPE PILING INSTALLATION SCH. 80 PIPE SHALL CONFORM TO ASTM A35, FY = 35 KSI PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A PNEUMATIC HAMMER OR OTHER SIMILAR HYDRAUUC HAMMER SYSTEM. THE PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 POUNDS. REFUSAL SHALL BE DEFINED AS 1" OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE CONNECTED WITH INTERNAL SUP COUPLINGS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTIUTIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- 800 - 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTIUTIES WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR OPERATION. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE IBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE— AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (f c) AND MIX CRITERIA SHALL BE AS FOLLOWS: THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER — CEMENT RA110, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC SECTION 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR — ENTRAINED IN ACCORDANCE WITH IBC TABLE 1904.2.1 FOR MODERATE EXPOSURE CONDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP66(94) AND ACI 318R -02. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET — SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO IBC SECTION 1907 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 3" 2" 1 1/2" 3/4" 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL' BAR AT A MAXIMUM OF 3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING: WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) —#5 EACH SIDE AND (1) —#5 x 4' -0" DIAGONAL AT EACH CORNER. EXTEND BARS 2' -0 BEYOND EDGE OF OPENING. IF 2' -0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK. ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. ADHESIVE ANCHORS LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN —DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESSURE — TREATED. NAILS. BOLTS. AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.131 "0 x 3- 1/4 "), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD. HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 9.1.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG —TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE —HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE,-VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. r EL Permit No. COPY Pit r review approval Is subject to errors and omissions. Approv ' ci construction documents does not auibodze the violation of my adopted code or ordinance. Receipt of approved F 61 Co a' d con '. on ac ow!cd oc3: By Date: Clty0fTukv a ve4 "„II' PING DIVISION CODf. C01013.01 APPRO CAZ :PA RATE PERMIT NEQUI ED FOR: ir echanical ,/ Electrical ��"lurnbing Gas Piping City of Tukwila „....`il'`a G DIVISION N r.!la_' ies shall be made to the 5 ... ; o � n of work without prior approval of Tukwila Building Division. OTE: Revisions will require a new plan submit' ='I and may include additional plan review bo&.. 3y RECEIVED SEP..1,12008 PERMIT CENTER ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 w �-- 0 CO 00 N) W a z < C m OC LLI z 00 �C Ni* T-- I-- F- 0 z DESIGN: JMS DRAWN: MGV CHECK: GAG JOB NO: 07148.12 DATE: 03/18/08 SHEET: _J ✓ 0 L L 2' -O" x 2' -0" FTG W/ (2) - #4 BOT. EA WAY, TYP. U.N.O. PARTIAL FOUNDATION PLAN (TYPE A SCALE: 1/4" = 1' -0" 6x6 HF# 2 P.T. 1.1 __,__ 6x8 DF #1 P.I. • o • 6x8 DF #1 P.T. I , 1' -0" 2 TYP. TYP. \\_ L 2 "0 PILE TYP. EX. SLAB ON GRADE SAW CUT EX. CONC. SLAB, TYP. 1' -6" x 4' -0" FTG. W/ (2) - #4 CONT. TOP BOT. l EX. 2x10 JOISTS O 16" O.C. J - 2x1 - JOIST _► 16" O.C. EX. 2x10 JOISTS ® 16" O.C. • 2' -6 TYP. ✓ r- 1.1 L • _J 6x6 HF# 2 P.T. 6x8 DF L1 P.T. O 16" O.C. EX. 2x10 JO O 16" O.C. 1' -6" x 4' -0" FTG. W/ 1' -6" x 7-0" GRADE BEAM WI (2) - #4 CONT. TOP & BOT. EX. 2x10 JOISTS O 16" O.C. LJ TS STS EX. SLAB ON GRADE 1' -6" x 7' -0" GRADE BEAM W/ (2) - #4 CONT. TOP & DOT. L J 2 "0 PIN PILE, TYP. 6x8 DF #1 P.T. L__J -- r - 1 1' -0" 2' -6" TYP.'r TYP. I•' • I•1 J 2' -6" 1' -0" TYP r L ✓ 6x6 HF# 2 P.T. LJ L__J EX. SLAB ON GRADE 6x8 Dj1 P.T. 6x8 DF ; 1 P 1' -0" 1 i. 1' -0" TYP TYP. 2' x 2' FTG W/ 1' -0" (2) - #4 BOT. EA. WAY 1' -6" x 4' -0" FTG. W/ (2) - #4 CONT. TOP Sc BOT. EX. 2x10 JOISTS O 16" O.C. EX. 2x10 JOI 16" O.0 EX. 2x10 JOISTS O 16* O.C. P N i - J L. PARTIAL FONDATION PLAN (TYPE B) SCALE: 1/4" = 1' -0" L J L - - -_J L J i I.1 r NOTE: CONTRACTOR SHALL TEMP. SHORE & SUPPORT DECKS DURING CONSTRUCTION. SIMPSON A24 EA. SIDE POST. WI 1/2"0 TITEN SCREW INTO CONCRETE & 1/2"0 LAG SCREW INTO POST. a SECTION SCALE: 1" = 1' -0" EX. CONC. TOPPING SLAB EX. JOIST PER PLAN SIMPSON AB46 P/T POST PER PLAN os T II =FII IE I I=) 1 U OR - #4 6ARSQ E R PILE IN SIZE & REINF. PER PLAN SIZE & REINF. PER PLAN • Q PIPE PILING PER PLANS & STRUCT. NOTES EX. CONC. TOPPING SLAB EX. JOIST PER PLAN SIMPSON AC6 POST CAP EA. SIDE 7 - COL PER PLAN SIMPSON AB46 POST BASE GRADE BEAM PER PLAN EX. CONC. SLAB T.O. GRADE c h ELEV. (3) - #4 BARS PER PILE 8" OR STEEL PIPE PILING PER PLAN AND STRUCTURAL NOTES BEAM PER PLAN SIMPSON AC6 COLUMN CAP EA. SIDE UNDISTUBED SOIL 6" SQ. " 6" 'r 'r REViEWLD F 0 f= CODE COMPLI M ::E. AP 't OV SEP i 8 2[[l}3 CO Of Tuk wi J" "t UILPI D�LV>< RECEIVED SEP 11 20 PERMIT CENTER C � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 / I EXPIRES: 9/5/2009 I w I- 0 2 DESIGN: JMS DRAWN: MGV CHECK: GAG JOB NO: 07148.12 DATE: 03/18/08 00 z 0 Q Q Z W 0 SHEET: S2.1 J N VRFY /PROVIDE 6x6 HF# 2 P.T. 6x8 DF #1 P.T. SCALE 1/4 = 1' -0" PARTIAL 2ND Sc 3RD FLOOR PLAN EX. 2x10 JOISTS O 16" O.C. EX. 2x10 JOIST O 16" O.C. EX. 2x10 JOISTS O 16 O.C. VRFY /PROVIDE 6x6 HF# 2 P.T. 6x8 DF i P.T. EX. 2x10 JOISTS O 16" O.C. O 16" O.C. L TS EX. 2x10 J3IpTS O 16" O.C. VRFY /PROVIDE 6x6 HF# 2 P.T. CENTER TYP. Li CENTER TYP. EX. 2x10 JOISTS 16" O.C. 2x10 JOISTS 6 O.C. EX. 2x10 JOISTS 16 O.C. NOTE: CONTRACTOR SHALL TEMP. SHORE & SUPPORT DECKS DURING CONSTRUCTION. REV1h Vd Ha CODE COMPL KE APPR V SEP 1 8 7N3 City Of Tukwila B1JILD1 ,OIVIS1ON RECEIVED SEP. 1 Zo PERMIT CENTER C G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 tAR I EXPIRES: 9/5/2009 I 2 DESIGN: JMS DRAWN: MGV CHECK: GAG JOB NO: 071 48.1 2 DATE: 03/18/08 V) W Q z w z r- rn 0o z J 0 SHEET: S2.2