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HomeMy WebLinkAboutPermit D11-129 - NORMED-SHAW - REPAIRMORMED SHAW REPAIR 4310 S 131 PL Dl 1 -129 City o"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 Parcel No.: 7349200135 Address: 4310 S 131 PL TUKW Suite No: Project Name: NORMED -SHAW REPAIR DEVELOPMENT PERMIT Permit Number: D11 -129 Issue Date: 05/05/2011 Permit Expires On: 11/01/2011 Owner: Name: NORMED SHAW PTN Address: PO BOX 3644 , SEATTLE WA 98124 Contact Person: Name: BRANDON BEILKE Address: 18133 NE 68 ST, STE D -150 , REDMOND WA 98052 Contractor: Name: ALLIANCE RESTORATION SCVS INC Address: 8583 154 AV NE , REDMOND WA 98052 Contractor License No ALLIARS987LP Phone: 425 471 -6789 Phone: 425 882 -7930 Expiration Date: 06/16/2012 DESCRIPTION OF WORK: REPAIR FAILED STRUCTURAL BEAM AND TORCH DOWN ROOF. Value of Construction: $5,000.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $187.80 International Building Code Edition: 2009 Occupancy per IBC: * *continued on next page ** doc: IBC -7/10 D11-129 Printed: 05 -05 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not p construction or the performance of work. to this permit. xami with, Signature: Print Name: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached Date: 's /-s `// 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 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. 4: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 5: 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. doc: IBC -7/10 D11-129 Printed: 05 -05 -2011 6: Structrual Observations in accordance B.C. Section 1709 is required. At the concluila of the work included in the permit, the structural observer shall sulto the Building Official a written statement t e site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. doc: IBC -7/10 D11-129 Printed: 05 -05 -2011 CITY OF TUKJ A Community Develgrinent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Peet No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: `'13 /U S&gAi. 1I Tenant Name: II Property Owners Name: )w/(za- .Shutt/ Mailing Address: If 131 s1 ?% King Co Assessor's Tax No.: Suite Number: Floor: 2- New Tenant: ❑ Yes .. No City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 11 or\ ?) e., Ike_ Mailing Address: 121 1 .b1 il% 6 g 5-1 -ISO E -Mail Address: Day Telephone: AILS - `t1 J- 61 i "e.c.twt w/+ 9ti'dsZ City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ,f )-1 1; 6....,..t 2 r b VGiC�,�U'1 Mailing Address: le 133 t/l/ C 68 G T c c () —is U eJtwuJ Contact Person: ? ■fc..Lr. 3 -e , l k e E -Mail Address: Contractor Registration Number: t r,, gX 7 I `lYUSL City State Zip Day Telephone: ti LS- /- & Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: r)c-c- tf c `` ►�r (n -e1- Mailing Address: nab 1"/-,4-- 1��c e. �1► Set- 41e, City Day Telephone: E -Mail Address: Fax Number: Contact Person: 1' i v L e5 e. l S +w.; kk State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: r)t._<_, ; i-c c- L : A-e. Mailing Address: 000 \V-e\ - c,.K e— 4y-c_ Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh S City Day Telephone: Fax Number: State relei Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid prig$ 5,,000 Existing ding Valuation: $ - Scope of Work (please provide detailed information): ikgL..,: ��. ! �t� � 7�t ;,,.� �aee.�r►v �irv' fvd reec- lr Will there be new rack storage? ❑ ....Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety 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. Ii 1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety 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. Ii 1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Aeicable 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: �r Signature: " Print Name: (G -hCk' 3 e r t lr. Mailing Address: (el 3 ire- 66-'!r1 S ` 5)e D -i'So Date Application Accepted: OSI of L I Date: 6�3/// Day Telephone: '( Z S 6 7€ twit dj j,�S2 City State Zip Date Application Expires: Staff Initials: H.\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 6 of 6 i • 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.tulcwila.wa.us Parcel No.: 7349200135 Address: 4310 S 131 PL TUKW Suite No: Applicant: NORMED -SHAW REPAIR RECEIPT Permit Number: D11 -129 Status: PENDING Applied Date: 05/05/2011 Issue Date: Receipt No.: R11 -00901 Initials: User ID: Payee: JEM 1165 Payment Amount: $187.80 Payment Date: 05/05/2011 10:41 AM Balance: $0.00 ALLIANCE RESTORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 005151 ACCOUNT ITEM LIST: Description 187.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 183.30 640.237.114 4.50 Total: $187.80 doc: Receiot -06 Printed: 05 -05 -2011 ia.,,r��KO. '.. .. ;yam _ ��.. -. - J'q•�]tYT1VIP,K]. -y .j'P.e • • INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 cc, (206) 431 -3670; Permit Inspection Request Line (206) 431 -2451 Project: lCaiZ 114f -S 14 AuJ Type of Inspection: FstJ V - Address: LI210 5 131 pL Date Called: Special Instructions: Date Wanted: (e., .Z 1 —� 1 1 p.m. Requester Phone No: • _ yiZ.S–y71 — 0789 "Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • hspector: Date: c— 21 —t' PECTION FEE REQUIR D. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. f r.- St a r •+.vr . S,4.. :•• •Y r •.I 1 INSPECTION NO. INSPECTION 'RECORD 11.-12.1 Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 114 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 •t Project: l NO Q ME � S HAW G2£ P A i Tyt— of Inspection: L. t r j 1 ([ o C...C_. J Address -4 3 (o Si 131 PL Called: Special Instructions: . Date Wanted• - a.m: . 1p (4—I/ P.m. Requester: Ph4 7,No: i -^I / I '40 ) k 8 TAApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspec o R Dag 6 'Y— i/ E! SPECTION FEE REQ jRED. Prior next inspection, fee must be d at 6300 Southcenter B vd.. Suite 00. Call to schedule reinspection. y' a r�f•i� ° ;' :r. : N •, 4;�• •: 1 �'"k :? j�x4?� �i{'! ; *3. '1;Y;_{?: ' Retain a copy with permit //- INSPECTION 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 9 Project: / ' ?' 1') Si /4w RCAP,I Type of Inspection: F,c7.9rriiiti 6 Address: Date Called: Special Instructions: Date Wanted: 5 f /i- // a. `e' Requester: Phone No: x/.25-4/7/, --6 78 Approved ear, applicable codes. 0 Corrections required prior to approval. COMMENTS: ' 6)",-Dcif . ecA//i ,/��A,. I f ?�/l ✓di ���fi A7Pu� s f,ci �l f-/,0 `5--/- /r nspe r or: Date: (J4A4) h ❑ REI SPECTION FEE REQUIRED. P or to ne t inspection. fee must be p at 6300 Southcenter Blvd.. Suit: 100. C -ll to schedule reinspection. _...... war ... .w REF. SOUTH 4 BOLT GROUP OVERCUT DRILLED HOLE 4"14 "I DRILL HHOLE WITH A I I/2" o HOLE SAW AT OVERCUTS IN LVL, TYP. 8 LOCATIONS SECTION SCALE: 3/4" SECT ION 2 SCALE, 1 V2" = I'-0" 5/9/2011 11099.wd.S1 .dwg 2x- SUBPURLIN REF. SECT. 4x- PURL IN z X v ROOF SHEATHING 4 SUB PURL INS Pacific Engineering Technologies 1700 Westlake 6v.. *MI - Soh MO MOM, Vi 83108 Tdeldmne: I7p87 281 -7500 Podmi¢ j1K] 711 -4811 Ilcliwntla j800] 621 -T]OO 1)/(---/2 DEPARTMENT AM 11099,00 _S 8D -I OF I JOB NORMED -SHAW BUILDING' ROOF PURLIN REPAIRS SUPPLEMENTAL BEAM REPAIR COMP �• M. SMITH PTE 10 MAY. 2011 r'HU, BF_ NOTE: REFER TO DRAWINGS TITLED "WORMED -SHAW BUILDING PURLIN REPAIR" BY PACIFIC ENGINEERING TECHNOLOGIES, INC. DATED 31 MARCH 2011, REVISED 5 -2 -II FOR ALL PLANS, NOTES AND DETAILS NOT SHOWN THIS DRAWING. 4 BOLT GROUP 4 BOLT GROUP 4 BOLT GROUP 2' -0" 3' -6 1/2 "s 6' -0" BOLT GROUP 2' -0" 4' -5'1s W 1 4x- PURLIN (4) 5/8" 0 TI-IRU BOLTS, TYP. 4 PLACES LVL EACH SIDE OF PURLIN — —J4x- PURL IN BEHIND LVL APPROX. LOCATION OF CRACK IN PURLIN 1' -4" x 4" NOTCH THROUGH NEAR AND FAR LVL'S SPRINKLER LINE (LOOKING NORTH) SOUTH LVL ELEVATION SCALE: 3/8" 1' -0" ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, NC. © COPYRIGHT 2011 Pacific Engineering Technologies PAS cope REVIEWED FOR E CODE COMPLIANCE NORMED -SHAW BUILDING APPRO' �® 4310 South 131st Place MiAY 05 2.61 Tukwila, WA Job No.: 11099.00 city of Tukwila BUILDING MlIg n i,1 Structural calculations for repair of 4x14 roof purlin in the central portion of theNorMed -Shaw Building. Design is in accordance with the International Building Code 2009 Edition. Project No: (D°ii°) Date: Project Name: Comp. By: /I PS Contents: �f t4 L Sheet: Of: l—o %Pi 4- QL4" CA4. Chk. By: Pacific Engineering Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: [206] 281-7500;,0 Facsimile: [206[ 2814611 [800]621.7300 tit il 7 l >.:t•1400g T6 3S /' P_ 1.12 x w'q' SL30Y 3'i11 DESIGN PROPERTIES Allowable Design Properties(1) (100% Load Duration) Grade Width Design Property Depth 43/4" 51" Plank Orientation 11/4" 8W 9Y+" 914" 11W 11W 14" 16" 18" 20° `M'rmberStrend&LSL 1.3E 31/2" Moment (ft -Ibs) 1,735 2,685 1,780 4,550 6,335 7,240 10,520 Shear (ibs) 4,085 5,135 1,925 6,765 8,050 8,635 10,500 Moment of inertia (in.4) 24 49 20 111 187 231 415 Weight (pif) 4.5 5.6 5.6 7.4 8.8 9.4 11.5 1.55E 1.9E 2.0E 13/4" Moment (ft -Ibs) 4,950 5,210 7,195 7,975 10,920 14,090 Shear (Ibs) _ 3,345 3,435 4,070 4,295 5,065 5,785 Moment of Inertia (in.4) 115 125 208 244 400 597 Weight (pif) 5.1 5.2 6.2 6.5 7.7 ' 8.8 3„ 11/4" Mu" Moment (ft -Ibs) 9,905 10,420 14,390 15,955 21,840 28,180 Shear (Ibs) 6,690 6,870 8,140 8,590 10,125 11,575 Moment of inertia (in.1) 231 250 415 488 800 1,195 Wei t (If) 1 ' 0 2,125 Microllam 3,555 LVL 10.1 5,600 10.4 5,885 12.3 8,070 13 8,925 15.3 12,130 17.5 15,555 19,375 23,580 s 1,830 2,410 3,075 3,160 3,740 3,950 4,655 5,320 5,985 6,650 Mo f a'60) 24 56 115 125 208 244 400 597 851 1,167 Moment (ft -Ibs) 2.8 3.7 Paralla 1C PSI 4.7 9,535 4.8 10,025 5.7 13,800 6.1 15,280 7.1 20,855 8.2 26,840 9.2 33,530 10.2 Shear (Ibs) 4,805 4,935 5,845 6,170 7,275 8,315 9,350 Moment of Inertia (in.4) 175 192 319 375 615 917 1,305 Weight (pif) 7.8 8.0 9.5 10.0 11.8 13.4 15.1 3 Moment (ft -Ibs) 12,415 13,055 17,970 19,900 27,160 34,955 43,665 Shear (Ibs) 6,260 6,430 7,615 8,035 9,475 10,825 12,180 Moment of Inertia (in 4) 231 250 415 488 800 1,195 1,701 Weight (pif) 10.1 10.4 12.3 13.0 15.3 17.5 19.7 5'h" Moment (ft -Ibs) 18,625 19,585 26,955 29,855 40,740 52,430 65,495 Shear (Ibs) 9,390 9,645 11,420 12,055 14,210 16,240 18,270 Moment of inertia (in.4) 346 375 623 733 1,201 1,792 2,552 Weight (pif) 15.2 15.6 18.5 19.5 23.0 26.3 29.5 7„ Moment (ft -Ibs) 24,830 26,115 35,940 39,805 54,325 69,905 87,325 Shear (Ibs) 12,520 12,855 15,225 16,070 18,945 21,655 24,360 Moment of Inertia (in!) 462 500 831 977 1,601 2,389 3,402 Weight (pif) 20.2 20.8 24.6 26.0 30.6 35.0 39.4 (1) For product in beam orientation, unless otherwise noted. TimberStrand® LSL Grade Verification TimberStrand® LSL is available in more than one grade. The product will be stamped with its grade information, as shown in the examples below. With 1.55E TimberStrand® LSL, larger holes can be drilled through the beam. See Allowable Holes on page 36. TRUE JOLT 1.3E WINDOW & TilnnberStra nd DOOR HEADER I4UD 1265 �y CCMC 12627 -R V ICCES UR1787 03 -23-03 16 ;49 TRUSJOIST ROUND HOLE ZONE HUD .5 TimkarStrand NO holes within B"" of beam ends CCMC S7 01 1649 03 -03 -06 Actual stamps shown. w it aver This Joist Beam. Header. and Column Soecifier's Guide TJ -9000 March 2008 Project No: Pt 0 9I Date: Sheet: Of Project Name: Ma Q M Comp. By: N,p.S Chk. By: Contents: C.01616 c re.o �+s Pacific Engineering Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone; [206] 281 -7500 0 Facsimile: [206] 281 -4611 1800]621.7300 13 114 L fa 4a A�1 c .tTl /PY 1 1120 1120 � !it' 10 "` ? AJ C;411!:,', I? S ' ,✓k' t* /2-06, PAILS LIMITED ENTRY By Order of the City of Tukwila, Building Official * WARNING This structure or site may be dangerous to occupy. The hazard may increase at any time. Enter at your own risk. Site Address: Damage observed to: Structure: Yes Geogrid No. No Site: Yes No Limitations on entry / Comments: 6 0 - 5Trj£ onkf 6eA- /Li DA-M 4-7 l- Inspector: /u)) Date: Contact Department of Community Developmen ,, Phone #206 - 431 -3670 Time: AM/ M POSTING MAY BE CHANGED BY THE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT IF HAZARDS ARE MITIGATED. IT IS UNLAWFUL TO REMOVE, ALTER OR COVER THIS PLACARD Project name Address Description of work • City Of Tukwila Permit Center 6300 Southcenter Boulevard, Suite, 100 Tukwila, WA 98188 (206 431 -3670) • Application # ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK I.B.C.& I.R.C. Section 104.1 W04114- C-A,av0 Wirff Ablo C, I21 e/f/1--, 4 Waft OW OF rustwriA MAY ,05.2011 PERAAtT canto Related reference number The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements described below. 1. Complete permit application required: (Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form.) Building Mechanical Other 2. Minimum plan, and /or specification requirement: Site plan Floor plan Elevations Foundation Cross sections Roof plan W.S.E.C. Compliance Narrative Structural calculations (stamped by Washington State licensed engineer ) Specific required information 3. Other special instructions: l,(� Authorization by, TB D36/96-form 12 Date ,5""( —// (Authorization void 30 days after the date issued.) 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 ALLIANCE RESTORATION SCVS INC UBI No. 602212376 Phone 4258827930 Status Active Address 18133 Ne 68Th St Ste D150 License No. ALLIARS987LP Suite /Apt. License Type Construction Contractor City Redmond Effective Date 6/17/2002 State WA Expiration Date 6/18/2012 Zip 98052 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FAIRWCL968J1 FAIRWAY CONSTRUCTION LLC Construction Contractor General Unused 4/21/2004 4/21/2010 Expired Business Owner Information Name Role Effective Date Expiration Date FADDICK, JAMES ROBERT Member 05/01/2010 Bond Amount WHEAT, IMEL LEE JR President 06/17/2002 789897C BROWNLEE, RITCHIE Secretary 06/17/2002 WHALEN, MICHAEL WILLIAM Treasurer 06/17/2002 WESTERN SURETY COMPANY CRAIG, RONALD Vice President 06/17/2002 06/12/2010 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 DEVELOPERS SURETY Et INDEM CO 789897C 06/12/2010 Until Cancelled $12,000.0005/13 /2010 1 WESTERN SURETY COMPANY 14431988 06/12/2002 Until Cancelled 06/12/2010 $12,000.00 06/17/2002 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 7 TOEADFAST INS GPL926533400 05/15/2010 05/15/2011 $1,000,000.0005 /28/2010 6 WEST AMERICAN INS CO BKW54088906 06/12/2009 05/28/2010 $1,000,000.00 06/11/2009 5 NORTH PACIFIC INS C06153213 06/12/2007 06/12/2009 $1,000,000.00 05/06/2008 4 OREGON AUTOMOBILE INS CO C05153213 06/12/2006 06/12/2007 $1,000,000.0005 /05/2006 3 NORTH PACIFIC INS CO C04153213 06/12/2005 06/12/2006 $1,000,000.00 05/23/2005 2 NORTH PACIFIC INS CO C03153213 06/12/2004 06/12/2005 $1,000,000.00 05/24/2004 https://fortress.wa.gov/lni/bbip/Print.aspx 05/06/2011 150'± 301±, TYP. CUT EXIST. SLOPED PURLIN AT FRACTURE AND RAISE TO MATCH ORIGINAL SLOPED CONDITION. ADD SHIMS TO SHORING AND KEEP TEMPORARY SHORING IN PLACE UNTIL NEW 1 3/4"x14" LVL'S EACH SIDE ARE INSTALLED 2x4 AT 24" O.C. SUBPURL INS z 0a 0 5 1 /8x9" G.L. BEAM 5 1 /8x19 1/2 G.L. AM oov 5 1/8x9" G.L. BEAM 5 1 /8x19 I/ ' :G.L. BEAM (3)16d NAILS AT8 "O.C. LVL TO PURLIN. STAGGER W/ OTHER SIDE EXIST. ROOF SHEATHING REPAIR ROOF MEMBRANE IN AREA OF DAMAGED PURLIN (APPROX. 16')(16' AREA) L— 5 I /8x9" G.L. BE M 01 z 5 1/8x9" G.L. BEAM PARTIAL ROOF FRAMING PLAN SCALE: 1/8" : I' -0" PROJECT ACTUAL NORTH NORTH EXIST. 2x- SUBPURLIN PER PLAN 5/2/2011 11099.wd.SI.dwg, 0 0 0 0 0 NEW L590 EACH LVL TO G.L. BEAM EXIST. ROOF SHEATHING 1---\ 0 0 0 SECTION 1 SCALE: I 1/2" : 1' -0" EXIST. 4x- PURLIN PER PLAN EXIST. PURLIN HANGER EXIST. 5 1/8" G.L. BEAM PER PLAN NOTES: 1. ROOFING NOT SHOWN FOR CLARITY 2. DETACH AND REATTACH OR RELOCATE ELECTRICAL, SPRINKLERS AND OTHER UTILITIES TO INSTALL NEW LVL'S ALONG EXIST. 4x14 PURLIN CUT EXIST. SLOPED PURLIN AT FRACTURE AND RAISE TO MATCH ORIGINAL SLOPED CONDITION. ADD SHIMS TO SHORING AND KEEN -TEMP. SHORING IN PLACE UNTIL NEW LVL'S''ARE INSTALLED. EXIST. 2x- SUBPURLIN PER PLAN. NEW 1 3/4" LVL PER PLAN AND SECT. 2 SECTION 2 SCALE: 1 1/2" = 1' -0" EXIST. 4x- PURLIN PER PLAN 'EXIST. 5 1/8" G.L. BEAM ;PER PLAN MECHANICAL UNITS ABOVE (SHOWN DASHED), TYP. 3 PLACES SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION R E ED FOR E CODE COMPLIANCE APPPnVED MAY 0 5 2011 17L City ot 1a BUILDING VISION WORK THIS PERMIT (FRACTURED PURLIN) / 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. N N N N N N / / SITE PLAN f SCALE: 1" - 4V-0" ACTUAL PROJECT NORTH NORTH STRUCTURAL NOTES: (cont.) SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, SHORING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK NE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITION ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEIU OF CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN ON OR NEAR THE CONSTRUCTION SITE. FILE PY Permit No., 11 \V\ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tic _ violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date•.. City Of Tukwila BUILDING DIVISION PROJECT NARRATIVE THE PURPOSE OF THIS DRAWINGS IS TO SHOW THE STRUCTURAL REPAIRS TO THE DAMAGED ROOF PURLIN LOCATED IN THE CENTRAL PORTION OF THE NORMED -SHAW BUILDING. NO UPGRADES HAVE BEEN MADE TO TI-4E EXISTING ROOF SLOPE, LOW ROOF DRAINAGE, ROOF ASSEMBLY, ROOF INSULATION, ROOF VENTING, WALL FRAMING, WALL INSULATION, SIDING, ETC. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF THE LATERAL SYSTEM OR THE EXISTING UNDAMAGED FRAMING MEMBERS OF THE BUILDING. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WATERPROOFING, INSULATION, FLASHING, VENTILATION, INTERIOR FINISHES, VAPOR BARRIER, ETC, IS NOT INCLUDED IN THESE DRAWINGS. MECHANICAL AND ELECTRICAL WORK IS NOT PART OF OUR SCOPE. VICINITY MAP f NO SCALE ASSESSOR'S NUMBER: 134920 -6135 4 134920 -0055 LEGAL DESCRIPTION RIVERTON REPLAT LOTS 1 TO 5 LOTS 8, 9 4 10 LESS St HWY TGW PORTION OF VACATED 43RD PLACE SOUTH > ADJ CITY OF TUKWILA ORDINANCE NO 1104 TGW LOTS II, 12 4 13 LESS ST HWY TGW PORTION OF VACATED 44TH PLACE SOUTH ADJ - CITY OF TUKWILA ORDINANCE NO;1168 STRI�CTIiL NOTES: CODE: TI-4E INTERNATIONAL BUILDING CODE (IBC) 2009 EDITION, WITH TI-4E CITY OF TUKWILA AMENDMENTS. LIVE LOADS: ROOF SNOW LOAD 25 PSF NAILS: ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 IN NE IBC 2009 EDITION. 8d COMMON 2 1/2" x .131" DIA. W/ 9/32" DIA. HEAD I0d COMMON 3" x .148" DIA. W/ 5/I6" DIA. HEAD I6d COMMON 3 1/2" x .162" DIA. W/ 11/32" DIA. HEAD SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE. LIGHT GAUGE FRAMING CONNECTORS: CONNECTORS'SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO ICC -ES APPROVAL FOR EQUAL LOAD CAPACITIES... . STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER ALL PLYWOOD; (IF NECESSARY) SHALL BE APA RATED SHEATHING GRADE C -D WITH A MIN. SPAN RATING OF 32/I6 FOR ROOF. ORIENTED STRAND BOARD IS NOT AN ACCEPTABLE. °SUBSTITUTE FOR PLYWOOD UNLESS APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ROOF DIAPHRAGM (IF NECESSARY): APPLY PLYWOOD TO MATCH EXISTING THICKNESS (15/32 MIN.) NAILED TO JOISTS TO MATCH EXISTING SIZE AND NAIL SPACING (MIN I0d NAILS AT 4" O.G.) AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. MICROLLAM LVL: MANUFACTURED BY ILEVEL BY WEYERHAEUSER LVL MEMBERS SHALL BE Fb =2600 PSI, GRADE 1.9E AND BE IN ACCORDANCE WITH ICC -ES ESR -I381. MISCELLANEOUS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN NE FLOORS, ROOF AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS "HAVE BEEN INSTALLED. 1121V ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGIVEERING TECHNOLOGIES, INC. ©`` COPYRIGHT 2011 O 0 V LLill a U O TOO 1i ct n N N CV '.0 a) n tJ 0 cf) 01:44 ,$,-,4') •'"i 0 U q CO:44 ''c..) 0 W 2 N > —I z z air= oz to ,to ofVo-it z ` Q U Q CL. to 9 Q _J 4310 5. 131st Ft. Job No. 11099.00