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Permit D09-063 - HAYWARD BAKER - ROOF ADDITION
HAYWARD BAKER 11180 EAST MARGINAL WY S D09 -063 Parcel No.: 0323049129 Address: 11180 EAST MARGINAL WY S TUKW Suite No: City(if 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 Tenant: Name: HAYWARD BAKER Address: 11180 EAST MARGINAL WAY S , TUKWILA WA Owner: Name: EAST MARGINAL WAY PROP LLC Address: 3006 NORTHUP WAY #303 , BELLEVUE WA 98004 Phone: Contact Person: Name: MIKE PERRY - DIMENSIONS INC Address: 3006 NORTHUP WAY #302 , BELLEVUE WA 98004 Phone: 425 - 827 -9293 Contractor: Name: M M I SERVICES INC Address: PO BOX 2768 , ISSAQUAH WA 98027 Phone: 425 369 -8655 Contractor License No: MMISEI *094P5 DESCRIPTION OF WORK: ADD A ROOF BETWEEN EXISTING BUILDING AND ADJACENT TRAILER USED AS A TEMPORARY OFFICE Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $2,200.00 V -B DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D09 - 063 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 Expiration Date: 04/12/2010 Fees Collected: $370.73 International Building Code Edition: 2006 Occupancy per IBC: 0008 D09 -063 Printed: 05 -27 -2009 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: City afnukwila 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 N N Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: governing this work will be complie Print Name: doc: IBC -10/06 N Start Time: Volumes: Cut 0 c.y. whether specified herein or not. Date: Permit Number: DO9 - 063 Issue Date: 05/27/2009 Permit Expires On: 11/23/2009 Number: 0 Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Date: 0C12,1 I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances The granting of this permit does not pre" e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e • erformance of work. I am authorized to sign and obtain this development permit. 3 7 2 77 Signature: /(-f P ppi 0-, 6 H4 (a 4114 1 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. D09 -063 Printed: 05 -27 -2009 • City of Tukwila Parcel No.: 0323049129 Address: 11180 EAST MARGINAL WY S TUKW Suite No: Tenant: HAYWARD BAKER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 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: 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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: Cond -10/06 PERMIT CONDITIIONS * * continued on next page ** • Permit Number: D09 -063 Status: ISSUED Applied Date: 04/22/2009 Issue Date: 05/27/2009 D09 -063 Printed: 05 -27 -2009 Signature: doc: Cond -10/06 • 1 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 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. Print Name: 6041,7)e-k/ pi/ / 0117 A /�G✓ Date: D09 -063 Printed: 05 -27 -2009 SITE LOCATION Site Address: l l I. SC, C. t 14 4-6, MAL-- CO "4 SOL(,Tbf Suite Number: Floor: Tenant Name: 44-10 A lL. Property Owners Name: M G e.st Kel DWM. g:seM. l 1T MailingAddress: •OC. • t'G -11414.1P 10M1 to ISM -- State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued M !tom rea.al Mailing Address: ND/, Pj U)19- 1 S' Zip Fax Number: L — 9Z?- -c ZI Name: E -Mail Address: watfy ( dir iri0115 a1 -COAA GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: ?.O .• 2 M L - _ 3Q ✓C4ofl PAM le�2W Cce - $YtG. Contractor Registration Number: to 111 I s a I l O Q g p Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: E -Mail Address: H:\Applications\Fatms- Applica Revised: 1 -2009 bh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** MrM� Contact Person: 63 ( �. it ( L- Q A- •: a ine \2009 Applications \1 -2009 - Permit Application.doc Building Permit No. tClq _ O 6 3 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 03230 12—It City Day Telephone: tZS -4-Z1 "'l?tt3 City t `?`$ e{re&M4- City Day Telephone: Fax Number: Expiration Date: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record New Tenant: ❑ Yes ..No State u4- 6 1,4021 State Zip 4 2 S' 3ep fle 425 - 3 - gIoSG Viz /240/0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record `t:7tm.sr.4Isloit , 1IJG DOCo NO a %t4 P uaA.c( Z PAE2.4.EARLE WA— City State Zip Day Telephone: �2� gZZ— C ZZR E -Mail Address: IlLkpeitl @, C J . � Me KS2xt k . CO.vt Fax Number: L( en -estop ct2.lg e 1.O°L ate- Hli•' ST 41 •1 - wo fa Cuif t .4 LOA t aw City State Zip Day Telephone: �"& l 22.00 Fax Number: SZZ estu0 Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ (X 02a)- 07) Existing Building Valuation: $ Scope of Work (please provide detailed information): Af710 14 400F Ib?ZO L) W5or f a�Gr *PO �J A N� - 772441C.afi _ L[. t9 A B f n 50 Will there be new rack storage? ❑ Yes 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 L7 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes i 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\Fonms- Applications On Lme\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type df Construction per IBC Type of Occupancy per IBC l Floor 1 V 2�loor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport / -2 2 0 Q B Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ (X 02a)- 07) Existing Building Valuation: $ Scope of Work (please provide detailed information): Af710 14 400F Ib?ZO L) W5or f a�Gr *PO �J A N� - 772441C.afi _ L[. t9 A B f n 50 Will there be new rack storage? ❑ Yes 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 L7 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes i 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\Fonms- Applications On Lme\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh No If yes, a separate permit and plan submittal will be required. 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 A Signature: Print Name: Mailing Address: , Z7a 7 c * cd d 4 p c m- Wm/5a City State Zip Date Application Expires: [tea a -o,9 Date Application Accepted: 9 -).a -0? H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Applicationdoc Revised: 1 -2009 bh Day Telephone: Date: 004.!'0 5 Z� - frzi �r2- Staff Initials: r i" Page 6 of 6 Receipt No.: R09 -00781 Initials: User ID: Payee: doc: Receiot -06 JEM 1165 ACCOUNT ITEM LIST: Description • 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 EAST MARGINAL WAY PROP, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11342 280.90 Authorization No. BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts Parcel No.: 0323049129 Permit Number: D09 -063 Address: 11180 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 04/22/2009 Applicant: HAYWARD BAKER Issue Date: 000/322.100 276.40 640.237.114 4.50 Total: $280.90 Payment Amount: $280.90 Payment Date: 05/27/2009 09:26 AM Balance: $0.00 PA' MLT ECEFv ED Printed: 05 -27 -2009 Parcel No.: 0323049129 Permit Number: D09 -063 Address: 11180 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 04/22/2009 Applicant: HAYWARD BAKER Issue Date: Receipt No.: R09 -00614 Initials: WER Payment Date: 04/22/2009 01:37 PM User ID: 1655 Balance: $280.90 Payee: MIKE PERRY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 008794 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 89.83 Account Code Current Pmts 000/345.830 89.83 Total: $89.83 Payment Amount: $89.83 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -22 -2009 Pro t: (iwf✓ Q,•t Type ff Q Inspection: _ p ....sit t Address: ( � Date Ca J� J : Y �,1 Special Instructions: 7 Date Wanted: Q e p.m. �` Z �r_ Q! p.m. I Requester: Phone 6 - 3 1 3 - 2 ` ' 5 INSPECTION RECORD Retain a copy with permit Dag - 6(03 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Pr il-• 1-c )- - A Inspect (),A__"fr M Date: ri $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: Prtt: ww � , p�� '{' Ty a of Inspection: :tie Sips Addre : y Date Calle Special Instructions: /"....-- Date Wanted: a.m. Requester: Phone( _ 3 ( 3 - 2 6 95 INSPECTION NO. v INSPECTION RECORD Retain a copy with permit 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. r_? COMMENTS: tok-- f 4." Inspecto i7— �c El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,i uite 100. Call - to schedule reinspection. Receipt No.: Date: �.. y U) a.._► cc cc .i> May 6, 2009 Mr. Allen Johannessen Plans Examiner Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Building Dept. Comments for: Hayward Baker Dear Allen, The following is our response to the structural comments on your review memo dated 05/01/2009. The numbering is corresponding to the comments on the review memo. 1. The canopy will be detached from the trailer as noted on the attached sketch. This connection is not required for the stability of the canopy. 2. 18" Diameter round footings will be provided for the posts as shown in the attached sketch SK -A. 3. The roof attachment has been changed to Simpson SDS screws, which has adequate withdrawal values as shown in the attached cut sheet. Revised calculations are also attached. Sincerely, DCI Engineers, Inc. Wei Yang, P.E. S.E. Project Manager FILE COPY 13,mi No. t�TY MAY 13 2009 PERMIT CENT DCI Job # 09 -11 -092 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION CORRECTION LTR# MEM EEO `- (s) go J og (.E) FAS \ CN) APIA_ (2) Su•,Ps SDS 25412 To/ C&) fzooPJ,®(ST CE) 2 V01 CN) 2x(6 SLI<<T r, r2h1 h1 f it NW rb% STs vsif A(o 5Gcws0 6 `' oc F'27\ pal= 461 101161A 144 1460,e- C SMPSoN SDSZ S3I 2 _ (Y4- sic 3/ To Ca) 4 6 F H 2.5 a ; : I Jat'T Coif (N) . (2) 9MpsoH St 253I2 0/4_ >c 3rz.) 1-0 r� pasT C I Nt LA_ 1iC iT -y f(CaA(NST R° F TO(sTS SEE ATTACtieD bCTAIL INIMINI MINIM I EflS111EERS Project No. oi- i( -09z Project HAyi D B' (3)(cNNCr Subject F0DMLi I7ETAN t L Sheet No. SK -/' Date t /6( By v)/ S 0 vi 0 0 0 0 I) c aP 0 - o E fl G I fl E E R S Bellevue Everett Spokane Portland San Diego Aus1 in HAYWARD BAKER BUILDING TUKWILA, WA SUPPLEMENTAL STRUCTURAL DESIGN FOR CANOPY 10900 NE 4th Street, Suite 1200, Prepared By: DCI ENGINEERS 10900 NE 4 STREET, SUITE 1200 BELLEVUE, WASHINGTON 98004 Bellevue, Washington 98004 Phone (425) 827 -2238 CI E n G I f E E R S Project No. oL- II- o42 Project 1 14YwAP-17 gftl(Elz.- bvtL,D(NCT Subject I X1( R-o'F Sheet No. Date 316./01 = -2g ±2 7S - 3106 �S to = Z oop I S f _ P _ 3 106 1 56, 2000 1,55 ft USG }~ovuD F TCT p -rr use 1F)" 47 31J3 OL 31J w oou screws rage 1 or 4 SOS & SD Wood Screws The Simpson Strong - Drive® screw (SDS) is a 1/4" diameter structural wood screw ideal for various connector installations as well as wood -to -wood applications. It installs with no predrilling and has been extensively tested in various applications. The new SDS is improved with a patented new easy driving 4CUTTM tip and a corrosion resistant double- barrier coating. The SD8 #8x1 1/4" wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep #2 Phillips drive reduces cam -out and stripping. Also see Titen® Concrete and Masonry Screws. SDS Features: Finish: • The patented 4CUT tip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. • A new double- barrier coating finish provides corrosion resistance equivalent to hot -dip galvanization. Now one screw can handle interior, exterior and certain pressure- treated wood applications. See Corrosion Information. • 3/8" hex washer head is stamped with the No -Equal sign and fastener length for ea installation. Material: Heat - treated carbon steel. SDS - New double- barrier coating. SDS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings - Contact Simpson Strong -Tie for product availability and ordering information). SD8x1.25 - Electro Galvanized. Gallery: WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SD8 should be used in dry, interior, and noncorrosive environments only. Load Table Gallery of images Code Reports Drawings Catalog Page Related Categories Technical Bulletins Fliers Featured Literature Help for downloads roll over images below to see larger image SDS1 /4 "x3" US Patents 6,109,850; 5,897,280; 5,044,853. www.strongtie.com sy indentification after T . top SDBx1.25 (Not for structural applications - see note 6) ATAPPoN http : / /www.strongtie.com/products /connectors /screws.asp 2009 -04 -08 SEYC (3n.} Hldel O. Threat LenOtll? (9 Fasteners per !Canoe' DF/Sii Ailewableleads ?', ,. SPF /HFAllowable Loads' Shear (10D)= • Witbdra ;-; .. OPQ): , . Shear (100) '6' /it ztraual4 X100) 1 ood Side Pl�7te'l Steal Side Nola 1' /azd Side Plate =' Steel Si s Hale , . tn " S L t i g 120a Gi ? cii j 1 SPF LUL i6 4 1 120a Greater 1 �Side Plate Steel Sf it1.25 — — _- — 30 50 50 --- 45 45 -- 14 x 11 S0525112 i 1500 - .-. 2a0 2513 2341 170 130 i53Q 1 &0 1 2,4 fix 2 14x 214 S3S2 52510 80 825212 114 1 0 1103 : ; 190 28 0 _ — ' -- 200 ° 420 290 • 23 420 " . ` 215 . 10111_MI 200 — --- el — 210 2 0 3510 210 303 304 14 lea . 240 x3 SLkS25303 2 9 %x 31/2 S 526312 2'.% ; 333 340 340 ° 343. 340: ., 420 : 4'� , : 420 420 ,':'- at : .. ... ; 385 � �iTa ° : , v 553 ` ; ' 24 i Emus 250 245 --- 300 300 303 303 270 330 S0S25412 S 80I 3% $03 633 ;3 • ' 3551:. %x6 325 r VLV L.X. VL TV Vt../LL JL.IGWJ D a. Identification on all SDS screw beads tS3S v."4- Load Table: See code report listings below Code Reports (PDFs): IAPMO ES ER identification on at SDS screw The 4CUT ,tp reouces installation heads (SDS shown) torque and makes driving easier. A. top rage G OI 1- D i7 pr'�ucts :calm aL :Nra 'roSta AzOketn. Ad'rff+7:z;.t p va tits pogE raw ti4 Cis v h son Stirakriff fin eflas SUS and SD Wood Screws 1. Allowable loads for SDS screws are based on ICC -ES Code Report ESR -2236. Screws may be provided with the 4CUT or Type 17 tip. 2. SDS screws install best with a low speed 1/2" drill with a 3/8" hex head driver. 3. Wood to wood applications are based on a wood thickness of 1 1/2" side member. All applications are based on full penetration into the main member. 4. Allowable loads are shown at the wood load duration factor of C =1.00. Loads may be increased for load duration by the building code up to a C =1.60. 5. Withdrawal loads shown are in pounds (lbs.) and are based on the entire threaded section installed into the main member. If thread penetration into the main member is less than the Thread Length as shown in the table, reduce allowable load by 172 lbs. x inches of thread not in main member. Use 121 lbs./inch for SPF. 6. DO NOT USE SD8x1.25 wood screws with structural connectors unless specifically stated in this catalog. 7. SD8 requires 3/4" minimum penetration. 8. Fasteners per Carton represent the quantity of screws which are available in bulk packaging. Screws are also available in mini bulk and retail packs. Refer to pricing information. 9. LSL wood -to -wood applications that require 4 1/2" and 6" SDS screws are limited to interior -dry use only. • IQg. LEGACY REPORTS ICC -ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ' ICC -ES NER ICC -ES ER ICC -ES ES http: / /www.strongtie.com/products /connectors /screws.asp 2009 -04 -08 mems D C I EnGlrIEERS Project No. 01- ii -olz_ Project Subject TAP /N Sheet No. Date 4- ,/6 /oei By w/ LAT \L_ C-Hatr- $ps CJ!T) Cg 0.2 l t 5/ r, o) - � - 1 9 x 30. ( ' X !/ f - 1 3 59 (35 Yo.Z q_ ASsvwtG l-zooF c tgl'L 2 oFF Te use. \3 Re S goT 0\77ot -t , T 30 i 3� OK- 130(.()/N6 - . TH ! LATaRAL FW-ce address 11180 E. Marginal Way E city Tukwila ; � latitude longitude state WA -- -- - - -- Zip 98168 country United States ; above values must be in decimal with minus signs for south and west Determine Address 1 Determine Latitude /Longitude 0° 0' 0" from use latitude longitude decimal 47.491327 - 122.302708 deg -min -sec 47° 29' 28.7772" -122° 18' 9.7488" from ibegin latitude longitude decimal - deg -min -sec 0° 0' 0" 0° 0' 0" �.V11VLd.U.116 AUUIGJJGJ 11 yin LaLILUUG /LU11g1LUUG 111 V11G JLG1.) i JGUL:UU111g) Converting Addresses to /from Latitude/Longitude in One Step Stephen P. Morse, San Francisco Batch Mode t Deg /Min /Sec to Decimal ( My Other Webpages from google decimal deg -min -sec latitude 47.5022881 47° 30' 8.2372" longitude I- 122.2888325 -122° 17' 19.797" 98168 from geocoder decimal deg -min -sec latitude 47.491327 47° 29' 28.7772" longitude - 122.302708 -122° 18' 9.7488" from yahoo decimal deg -min -sec latitude 47.491327 47° 29' 28.7772" longitude - 122.302708 - 122° 18' 9.7488" terraserver is taking too long to respond 7535 Marginal Way S, Georgetown, WA Frequently Asked Questions rage r. Or G http: / /stevemorse.org /jcaUlatlon.php ?cookie= &hidden= &doextra= &time = 123921468828... 2009 -04 -08 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa= 1.0,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.509 (Ss, Site Class B) 1.0 0.521 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.509 (SMs, Site Class D) 1.0 0.782 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D- Fa= 1.0,Fv =1.5 Period Sa (sec) (g) 0.2 1.006 (SDs, Site Class D) 1.0 0.521 (SD1, Site Class D) E F I G I F I E E R S Bellevue Everett Spokane Portland San Diego Austin Ch W FILE COPY Permit No. 9 HAYWARD BAKER BUILDING TUKw1LA, WA REVIEWED FOR CODE COMPLIANCE APP::' OVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION STRUCTURAL DESIGN FOR CANOPY RECEIVED APR 22 2009 PERMIT CENTEFs Prepared By: DCI ENGINEERS 10900 NE 4 STREET, SUITE 1200 BELLEVUE, WASHINGTON 98004 10900 NE 41h Street; Suite 1200 ,1 Bellevue, Washington, 98004 Phone (425) 827 -2238 MEI EMEI EEO 1 gezeso Emesse E n G I n E E R S s Bellevue Everett Spokane Portland r San Diego Austin 0 I HAYWARD BAKER BUILDING TUKWILA, WA STRUCTURAL DESIGN FOR CANOPY ;r , 4 `' 04-06- 2001 Prepared By: DCI ENGINEERS 10900 NE 4 STREET, SUITE 1200 BELLEVUE, WASHINGTON 98004 10900 NE 4th Street, Suite 1200; Bellevue, Washington, 98004 Phone (425) 827 -2238 .Dci INSMSBEI Efl I nEERs Project Subject T /\ SS UME. GH E- TotsTs : - J %" 20. C-ra . D Eck- (.Fo g- vff ) ZXb o L S Now L ore 2X. 1-1 F #2 pz1-" oc. CCsSuHG-p) W = 5 Srpst-1 a -1" SACS ERCALC i �LDIeJ&r C-. G-{4- posts 0uT For cat-- ± gyp= i CS + = ze, kJ 25rsf x ( + 3) = X75 Spy t4 = I .4.'` SGE •Fc-tEg ALC_ ovr oFrip.N j ----3. o or-I- 2 St�o T Sj 4 Na 151(aCit.R. MGMbER 1 riYq_" LvL J� g!✓ Project No. oq bc\2 1 4— [.o+•-1S59Vi\ vE- 2.S Fsf t.t rsf Sheet No. Date 446 By wy • awn.,=- .•mcr�.+c�•xe� a�crn=+ ae. sr,: 7vc,. wn, i ,irzx.•xc,nv,,.,rtm...,.:sa+,�: F Rev: 580004 User. KW -0601668. ver 5.8.0, 15- Jun -2007 0)1983.2007 ENERCALC Engineering Software Description General Information Summary fb Fb Stress Caics Bending Analysis Ck 29.576 Cf 1.300 ® Center Left Support 0 Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Joist , .r..h - .,* , va.,:.er;sv,rzrIt. £+_.•ewtc�_,.•�r•2nusvru,q. aKO:,�e�rfxnr.�xn +.va �•.rrr�a�m,.rmrsn each+: w• r u -r,:zxv�rrarz:nivr�:oaavrra nn a.�.:xornaawuvm Section Name 2x6 Beam Width Beam Depth Member Type 1.500 in 5.500 In Sawn Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Span= 8.10ft, Beam Width =1.5001n x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max rd Right Support Max. M allow 754.79 psi 1,284.18 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 Center (ill Left ® Right Dead Load -0.029 in 4.050 ft 3,391.6 D.L. Defl) ... 0.043 In 0.000 in 0.000 in Le Rb 0.48 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.81 fv Fv 11.091 ft 18.040 Max Moment 0.48 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 0.31 k 1.814 in2 172.50 psi 0.23 k 0.23 k Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 9:17AM, 8 APR 09 Page 1 roof frarning.ecwCalculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Full Len th Uniform Loads Center DL 8.00 Wit LL 50.00 #/ft Left Cantilever DL # /ft LL # /ft Right Cantilever DL II/ft LL #/ft Depth = 5.S1n, Ends are Pin -Pin 0.588 : 1 0.5 k -ft 0.8 k -ft at 4.050 ft at 0.000 ft 37.93 psi 172.50 psi Center Span Left Cantilever Right Cantilever Hem Flr, No.2 Fb Base Allow 850.0 psi Fv Allow 150.0 psi Fc Allow 405.0 psi E 1,300.0 ksi Reactions... Left DL Right DL 8.10 ft Lu ft Lu ft Lu Maximum Shear * 1.5 Allowable Shear. 0.03 k 0.03 k 6.00 ft 0.00 ft 0.00 ft Repetitive Member Beam Design OK 0.3 k 1.4 k ® Left 0.23 k Right 0.23 k Camber @ Left 0.000 in ® Center 0.043 in ® Right 0.0001n Max 0.23 k Max 0.23 k Total Load -0.208 in 4.050 it 467.81 Sxx Ci 7.563 in3 0.879 Sxx Read 4.44 in3 0.00 in3 0.00 in3 @ Right Support 0.31 k 1.814 in2 172.50 psi Left Cantilever... Deflection ...Length/Defi Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd Bearing Length Req'd Area 8.250 in2 Allowable fb 1,284.18 psi 1,461.36 psi 1,461.36 psi Dead Load Total Loa 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 •s•�r.^: .. atc14x N0,tan. - r�virux�xesaa+_w- :cu. u:ars rn- .exmrt :.z�.axv 'rz32:'AX+?. nl.. ... ..,4ui,x •'� e9ctaunnA' �A�Y_ '/: dl3a++ iJl. n+.MSX.H.:t)Y.= .'S1tcKInC!tier4 ss�.- s�xmnr.: 0.387 in 0.387 In a m • r.rn4._,u...m,s,< rs ra:syv..tin...ntinl rx: arnr xay..m .. �,a..0 .r�. roar. r. �wra+! r. v.. rr.. urm. unr>• �rnarrzn�xv. crw-t -+ai;.rv�m�•ixuvrai.- .:.•�rW:ara v�u� Rev: 580004 User. KW- 0801686, Ver 5.8.0. 15•Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Description Joist r.»rn��m awunac+7.wrw.w:. ...r. m,m�naa yxe;.x:.rzxr Query Values M, V, & D @ Specified Locations CO Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Title : Dsgnr: Description : Scope General Timber Beam Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.23 k 0.00 k 0.00 k Job # Date: 9:17AM, 9 APR 09 Page 2 roof Iramlng,ece Cnicuiations Deflection 0.0000 In 0.0000 In 0.0000 In a sr.. :.icrunepn' 4.W," «..+nnrn:rr�.man.,:as. r..-+JwH- vxum.w a.,. -rr^ n •..•NV Mr fl . nrs .),h,.n._:xn,,nwv +nw rw+. +,w Rev: 580004 User. KW-0601686, Ver 5.8.0, 15•Jun•2007 (e)1883 -2007 ENERCALC Englneeiing Software Description Beam b/w Posts General Timber Beam zx General Information Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len tit Uniform Loads Stress Cafes Center Left Cantilever Right Cantilever Bending Analysis Ck 29.576 Cf 1.300 @ Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ® Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 3.500 in 5.500 in Sawn 1.150 Pin -Pin 4.118 ft 4.711 latex Moment 5.96 k -ft 0.00 k -ft 0.00 k -ft 0 Left Support 2.20 k 12.773 in2 172.50 psi Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 28.00 #t /ft # /ft It/ft Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Deflection -0.552 in -3.999 in ...Location 7.665 ft 7.665 ft ...Length/Defi 333.5 46.01 Camber ( using 1.5' D.L. Defl) ... ® Center 0.827 in ® Left 0.000 in Right 0.000 in LL LL LL Scope : ;+ .: -r•v.. s:srsa.wwwrxw« ....,. i,,21 tt M t #I:u.u.wnr..lnr" Mt • .. �,.�.. - .v .} ! o:» . i Title : Dsgnr: Description : 15.33 ft ft ft 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 175.00 #/ft # /ft # /ft Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defi Lu Lu Lu ..npra•Arto,:AY.X+ tY:Nb.F:fr{, :T144? ::. twr'M '60 iM nhX' K.Ii3Y..C.LU.Y.HH.:L xtR Span= 15.33ft, Beam Width = 3.5001n x Depth = 5.5in, Ends are Pin -Pin 3.200 ; 1 6.0 k -ft 1.9 k -ft at 7.665 ft at 15.330 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max 0 Left Support Max a Right Support Max. M allow fb 4,055.36 psi Fb 1,267.46 psi 5.96 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.86 fv 114.46 psi Fv 172.50 psi Reactions... Left DL Right DL Maximum Shear ` 1.5 Allowable Shear: 0 Right 1.56 k Camber: 0 Left 0.000tn 0 Center 0.827 in 0 Right 0.0001n 0.21 k 0.21 k Overstressed in Bending i 2.2 k 3.3 k Left 1.56 k Max 1.56 k Max 1.56 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0 Sxx 17.646 1n3 Area 19.250 in2 CI 0.997 Sxx Req'd Allowable fb 56.46 in3 1,267.46 psi 0.00 in3 1,270.75 psi 0.00 1n3 1,270.75 psi e Right Support 2.20 k 12.773 in2 172.50 psi 1.56 k Bearing Length Req'd 1.098 In 1.56 k Bearing Length Req'd 1.098 in Job # Date: 9:17AM, 8 APR 09 roof kaolin 2.00 ft 0.00 ft 0.00 ft Page 1 .emvr.Calculations 0.000 in 0.0 Rev: 580004 User. KW- 0601888. Ver 5.8.0. 15- Jun•2007 (c)1883.2007 ENERCALC Engineering Software Description Query Values Beam b/w Posts ae.z:u.,nn»n.x - .:- �u yr. .. ., neyssaux�w:f 1,5737,7.171. M, V, & D @ Specified Locations ® Center Span Location = Right Cant. Location = Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft General Timber Beam Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope: Shear 1.56 k 0.00 k 0.00 k Job # Date: 9:17AM, 8 APR 09 Page 2 roof framineevwCalculations Deflection 0.0000 in 0.0000 in 0.0000 in a uR IVIAAvvr. Rev: 590004 User: KW- 0601666, Ver 5.9.0, 15- Jun -2007 (c) 1963 -2007 ENERCALC Engineering Software Description General Information Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len • th Uniform Loads Center Left Cantilever Right Cantilever Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • @ Center Left Right Stress Calcs Bending Analysis Ck 29.576 Cf 1.300 Center Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction Beam b/w Posts - Shorter span Dead Load -0.048 in 4.165 ft 2,078.9 D.L. Deft) ... 0.072 In 0.000 in 0.000 in Le Rb DL DL DL 3.500 in 5.500 in Sawn 1.150 Pin -Pin 4.118 ft 4.711 Max Moment 1.76 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.14 k 6.588 in2 172.50 psi 0.85 k 0.85 k Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowables are user defined 28.00 #/ft #/ft #/ft General Timber Beam Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.349 in 4.165 ft 286.75 Sxx CI LL LL LL Title : Dsgnr: Description : Scope : 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 175.00 # /ft # /ft # /ft Summary Span= 8.33ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max, Negative Moment Max ® Left Support Max @ Right Support Max. M allow fb 1,197.39 psi Fb 1,267.46 psi 3.5001n x Depth = 5.51n, Ends are Pin -Pin 0.945 : 1 1.8 k -ft 1.9 k -ft 1.76 k -ft at 4.165 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 1.86 fv Fv Beam Design OK Maximum Shear * 1.5 1.1 k Allowable 3.3 k Shear: @ Left 0.85 k Right 0.85 k Camber: @ Left 0.000 in CAD Center 0.072 in Right 0.000in 59.03 psi 0.12 k Max 0.85 k 172.50 psi 0.12 k Max 0.85 k Reactions... Left DL Right DL Tota Loa Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft 17.646 in3 Area 0.997 Sxx Req'd 16.67 in3 0.00 in3 0.00 1n3 Right Support 1.14 k 6.588 In2 172.50 psi J)ead Load 0.000 in 0.0 Bearing Length Req'd Bearing Length Req'd 8.33 ft Lu ft Lu ft Lu 9 -IV '.,v1.4.4 C:f 19.250 in2 Allowable fb 1,267.46 psi 1,270.75 psi 1,270.75 psi 0.596 in 0.596 in Job # Date: 9:17AM, 8 APR 09 0.000 in 0.0 Page 1 roof framing.ecw :Calculations 2.00 ft 0.00 ft 0.00 ft 0.000 in 0.0 0.000 in 0. a • Rev: 580004 User. KW- 0601666, Ver 5.6.0, 15-Jun-2007 (c 1983-2007 ENERCALC En, Ineerfng Software >.,nx n„�r..rn .i.vrre, w.lx _ _K..ra._ v::. ..v..srt., ... Kn... w+.:✓..,<...< r.+. ev. m ,.„a,,.nv,,..numa�ct.:��..m�.�a do 0101,,„vn. -1tw rorn.r,mH..,F. Description Beam b/w Posts - Shorter span Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 9:17AM, B APR 09 Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.85 k 0.0000 In 0.00 k 0.0000 in 0.00 k 0.0000 in Page 2 roof framIng.ecw:ColculatIans . Rev: 560004 User. KW -0601666, Ver 5.6.0, 15-Jun -2007 (c 1883 -2007 ENERCALC Engineering Software .mmr:::�a.rwl�ras >umw,crttl Description General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Beam b/w Posts - Bigger member LVL:1.750x11.250 1.750 In 11.250 in Manuf /So.Pine 1.150 Pin -Pin Title : Dsgnr: Description : Scope : General Timber Beam Center Span 15.33 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Truss Joist - MacMillan, MicroLam 1.9 E Fb Base Allow 2,600.0 psi Fv Allow 285.0 psi Fc Allow 750.0 psi E 1,900.0 ksi Job # Date: 9:17AM, 8 APR 09 roof (ramie 2.00 ft 0.00 ft 0.00 ft Page 1 ecwCalculafions Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined S�Yt^.St zflQ,p yaGV�''?:.XY. R Wt "'#::.:tltsht tfi'n,nt1,70,4l?t so, : n . „�, 7, :n:zz, v.5, r:«:w.-... t.:.. Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary ry Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max 0 Right Support Max. M allow fb 1,938.56 psi Fb 2,872.12 psi t n 1.1e Deflections Stress Caics DL DL DL 28.00 ft/ft #/ft 0/ft LL LL LL Span= 15.33ft, Beam Width = 1.7501n x Depth = 11.251n, Ends are Pin -Pin 0.675 : 1 6.0 k -ft 8.8 k -ft 5.96 k -ft at 7.665 ft 0.00 k -ft at 15.330 ft 0.00 k -ft 0.00 k -ft Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 • D. Center @ Left 0 Right Bending Analysis Ck 20.444 Cf 1.000 @ Center at Left Support 10 Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 8.84 fv Fv Dead Load -0.088 In 7.665 ft 2,085.9 L. Dell) ... 0.132 in 0.000 in 0.000 In 4.118 ft 13.477 Max Moment 5.96 k -ft 0.00 k -ft 0.00 k -ft Left Support 2.05 k 6.267 in2 327.75 psi 104.33 psi 327.75 psi Total Load -0.639 in 7.665 ft 287.71 Sxx CI Reactions... Left DL Right DL 36.914 in3 0.961 Sxx Req'd 24.92 in3 0.00 1n3 0.00 in3 Right Support 2.05 k 6.267 in2 327.75 psi 175.00 4f /ft #/ft # /ft Maximum Shear * 1.5 Allowable Shear. 0 Left Right Camber: @ Left @ Center ® Right 0.21 k 0.21 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Max Max 1.56 k Bearing Length Req'd 1.186 in 1.56 k Bearing Length Req'd 1.186 in Dead Loa 0.000 In 0.0 Area 19.688 in2 Allowable fb 2,872.12 psi 2,990.00 psi 2,990.00 psi 0.000 in 0.0 Beam Design OK 2.1 k 6.5 k 1.56 k 1.56 k 0.000In 0.132 in 0.000 in 1.56 k 1.56 k Total Load 0.000 In 0.0 0.000 in 0.0 t!_✓_ 1�.' S] ttkYJ .,�lM9%�1tn.vicF'..""•'n.Y':rN 31,1 073:”1.2.:1'3» ^_�+.u,Yx a 4 • Rev: 580004 User. KW- 0601658, Ver 5.8.0. 15-Jun-2007 (c)1983.2007 ENERCALC Engineedng Software Description Query Values Beam b/w Posts - Bigger member M, V, & D ® Specified Locations ® Center Span Location = l Right Cant. Location = @ Left Cant. Location = Moment 0.00 ft 0.00 k -ft 0.00 ft 0.00 k -ft 0.00 ft 0.00 k -ft Title : Dsgnr: Description : Scope : Job # Date: 9:17AM, 8 APR 09 awo.” wm.,.,v, ,rr..>.«:.nms0. -_,:. General Timber Beam ...w,,s 3,.ncc :Pvu a,ntvalftCr.n MF••••••TIiM&.4.fl •k> .••••,JMrt!dt,VS1 1:Elt.,•V.I .1Y w•, Im> Y, S ttma_¢"..Fa'y�Jlitlartr H:t -+�+t Shear 1.56 k 0.00 k 0.00 k Page 2 roof Iramtng.et:w:CalculatIons Deflection 0.0000 In 0.0000 In 0.0000 In = D C 1 ElolflEERS Project No. Project H P . D F ev,LPi er Subject tzooT Sheet No. Date 9 By Glick- Fos TS i 4 H � Po =2 ??/ x fG.3 ' =4--Z8 t 75% x 15 2718 H _ (o,5 SEE ' C ovt PYr , o PSSuME C At-AiloN tat* ffl - 12-(E5 ('PNEL 3Q , cum. 4 1 -1 .0 Oc N GN P CoNN FRo►1k 2,. (if 1-1 TO Ex 1ST SLDCr F scA w17 = -psf V= (26 #/r at Z (A a 2S pstx 8 AcSuME 8o @ z4 S t DE- NtEM f3 ,2- = I ' 2 Vp,�„ 63 /EA. NEED ci) NA L5 Q ! 2 :0,c, • Rev: 560006 User: KW -0601666, Ver 5-6.0, 15-Jun -2007 (c)1963.2007 ENERCALC Env. -ering Software Page 1 root (raming.ecs ColculatIons >xv. >_ wa - er. , sz: .ve.'.er..r - z - ar..+ careen.' s. rst,.:. orsasn raaw.,;.«,_: w nan - ; F, mm.. r,>, r,-:, rr ..:rs�varxna.,x.. <- .�.<m:,v.,:. �a,ca.« :<.,.. rw ,:;.�,r,.e,. n„es::_.sa,.:s>Knr ...ww.- .n,r.,rn 141. , , 1 ,4 1 4:«rr1:r 4 44 Description #rnn:rsitm,Y ... Y✓➢ d4 vNH> tn_ ±2+ :e� ,. .:e,y, rr;v .vu W . >ti.nr, General Information Wood Section 4x6 To :1 Column He Rectangular Column Load Duration Factor Column Depth (along y -y axis) 5.50 In Fc Width (along x -x axis) 3.50 In Fb Sawn E - Elastic Modulus Hem Fir, No.2 Unbraced length for "y -y" axis sideways deflection Unbraced length for "x -x" axis sideways deflection Lu XX for Bending Loads Dead Load Live Load Short Term Load 428.00 lbs 2,678.00 lbs 0.00 lbs Axial Load Eccentricity Summary w Using : 4x6, Width= 3.50in, Depth= 5.50in, Total Column Ht= 10.50ft DL +LL DL +LL +ST 161.35 psi 161.35 psi 286.56 psi 288.64 psi Stress Details fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Post Interaction Value .4 YNrora' +r/111 t:rn1= ,w.T.,.. �.pWrn: rai., r...> mr� ,u�jwFaY +M'+!�`-awertra[.n:r uw m w.gls�'N t, M- (irl tttr.+a:.rr70 . 41.0 1 ,0444, Fc : X -X Fc : Y -Y F'c : Allowable Pc:Allow • Load Dur Factor F'bx F'bx • Load Duration Factor 0.000in 0.00 psi 1,091.40 psi 0.5631 286.56 psi 639.59 psi 286.56 psi 288.64 psi 1,091.40 psi 1,252.16 psi 10.50 ft 10.50 ft 10.50 ft Title : Dsgnr: Description : Scope : Timber Column Design 0.00 psi 1,252.16 psi 0.5590 For Bending Stress Calcs,,. Max k"Lu / d Le : Bending (Lu nor • NDS Table 3.3.3 factor) Rb : (Led / b^2) ^.5 Min. Allow k'Lu / d Cf:Bending For Axial Stress Calcs... Of : Axial Axial X -X k Lu / d Axial V -Y k Lu / d Job # Date: 9:17AM, 8 APR 09 ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 10.50 ft 1.15 1,300.00 psi 850.00 psi 1,300 ksi DL + ST 22.23 psi 288.64 psi 0.00 psi 1,252.16 psi 0.0770 Column OK 50.00 19.32 ft 10.203 11.00 1.300 1.100 36.00 22.91 GAUGE 24" 30" 36" 48" 60" 26 177 113 78 43 27 29 127 81 56 29 15 30 117 78 54 2 14 Of Washington, Inc. Specification Sheet for Hi Rib Panel 24" Net Coverage Width 8" Custom Lengths From 3 ft. to 33 ft. PSF LOAD TABLE NOTES: 1. Galvanized sheets to be Zinc - Coated (galvanized) steel sheets per ASTM A446. 1.25 commercial coating class per ASTM A525, and ASTM A446 Grade E. 2. Continuous over three spans. 3. Structural design analysis per AISI Specification or Color- Formed Steel Structural Members (1968). 4. Weight of the sheet has been allowed For winds, a 1/3 increase in loads is allowed 2 D C 1 enGineeas Project No. Project i fAyt q_D but LP( Subject Te - p Poo F Sheet No. Date 4(6(oq By wy GlI�C.k R - F JotsT5 tt' I i S T 60'Lb/NL-1 £ o (IF 0 2. p 241' O. i �b # /(x 2 = 32 " (00 7r K2 = 0 ° t‘ (A) = 15'Sfx 2 = 30 # fs _ per.(' ZS!-1k2 `5D` 1 SEA JTPUT 0 k 20 �� 4. Rev: 580004 User. KW- 0801668, Ver 5.8.0, 15-Jun-2007 (c 1083 -2007 ENERCALC Engineering Software u1...�4 -vmo. ,�. /, RSJ, w! N.+ iYVa. `M..o- rt.:v.aiu.x...s.�VF?.>. wr:HU,lW:,n,MCUm/Xa,T/:> • Description General information Section Name 2x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity w. -. ry.ca..Y.. •::mxx01tt r+ulae!. t. ,, x»+ w,i.ts rr�� rw%x You: ,s*.m, Ixx Full Len • th Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Existing Cantilevered Beam 2x10 N. Deflections 32.0 lbs 200.0 Ibs 1.670 ft DL DL DL 1.500 in 9.2501n Sawn 1.150 Fix -Free lbs tbs 0.000 ft Span= 1.67ft, Beam Width =1.500in x Depth = 9.251n, Ends are Fix -Free Max Stress Ratio 0.233 ; 1 Maximum Moment -0.5 k -ft Allowable 2.1 k -ft Max. Positive Moment 0.00 k -ft at Max. Negative Moment -0.50 k -ft at Max ® Left Support 0.00 k -ft Max ® Right Support 0.00 k -ft Max. M allow 2.14 fb 279.93 psi fv Fb 1,202.92 psi Fv 32.88 psi 172.50 psi Maximum Shear * 1.5 0.5 k Allowable 2.4 k 0.000 ft Shear. ® Left 0.37 k 0.000 ft ® Right 0.23 k Camber, @ Left 0.000in ® Center 0.002in @ Right 0.000In Reactions... Left DL Right DL 0.08 k 0.00 k Beam Design OK Max 0.00 k Max 0.00 k Dead Load -0.001 in 1.670 ft 37,833.6 Camber ( using 1.5 D.L. Defl) ... 0 Center 0.002 in ® Left 0.000 in ® Right 0.000 in Center Span... Deflection ...Location ...Length/Defl General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 30.00 It/ft ff /ft 4/ft Center Span Left Cantilever Right Cantilever Hem Flr, No.2 Fb Base Allow Fv Allow Fc Allow E I lbs 0.000 ft Total Load -0.006 In 1.670 ft 6,811.32 LL LL LL Title : Dsgnr: Description : Scope : lbs lbs 0.000 ft 1.67ft Lu ft Lu ft Lu 850.0 psi 150.0 psi 405.0 psi 1.300.0 ksi 50.00 if/ft 4/ft 4/ft Left Cantilever.., Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Dell lbs lbs 0.000 ft .lob If Date: 9:20AM, 6 APR 09 Page 1 rool framin. ecwr.Calculatlons 1.67 ft 0.00 ft 0.00 ft Repetitive Member bs lbs 0.000 ft Dead Load Tote Load 0.000 In 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 lbs lbs 0.000 ft .r.,xn;n•.vn;auaa; r .,v«x .K!u_�mn�r.xm:aev� .« e».�••;.vrurrrr.,rreeencuK:u: Rev: 580004 User. ICW- 0601686, Ver 5.8.0 15- Jun•2007 (c)1983.2007 ENERCALC Englneerin Software Description v..� .mcsawsrnrsr.Ma:.:nvoe »r_ti rcmencav:. +,s:c..;ar .! .. r.,•nerrmn..c sr,QU „cr;ma x�c »uuna�n.•- .mn- rn- rsa�n/n. r.,M, tt .rr__ ncwu.:,mm�u ,:rrmvw-�.ss.a e+r Stress Delos Bending Analysis Ck 29.576 Le Cf 1.100 Rb ® Center @ Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values Existing Cantilevered Beam 2x1 0 M, V, & D @ Specified Locations Center Span Location = CO Right Cant. Location = Left Cant. Location = 3.439 ft 13.028 Max Moment 0.50 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.46 k 2.645 1n2 172.50 psi 0.00 k 0.00 k 0.00 ft 0.00 ft 0.00 ft General Timber Beam Sxx CI 21.391 In3 Area 13.875 In2 0.973 Sxx Reed 4.98 In3 0.00 1n3 0.00 in3 Right Support 0.44 k 2.552 In2 172.50 psi Bearing Length Req'd Bearing Length Req'd - Polo JMN'r pPlC'IMnil:ttin'u} -!W. Moment -0.50 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope: Allowable fb 1,202.92 psi 1,236.54 psi' 1,236.54 psi 0.000 in 0.000 In Shear 0.37 k 0.00 k 0.00 k Job # Date: 9:20AM, 8 APR 09 Page 2 roof framin0.ecw.Cslculelions Deflection 0.0000 in 0.0000 In 0.0000 in 4 • SDS & SD Wood Screws Page 1 of 4 SDS & SD Wood Screws The Simpson Strong - Drive® screw (SDS) is a 1/4° diameter structural wood screw Ideal for various connector installations as well as wood -to -wood applications. It installs with no predrllling and has been extensively tested in various applications. The new SDS is improved with a patented new easy driving 4CUTTM tip and a corrosion resistant double- barrier coating. The SD8 #8x1 1/4" wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep #2 Phillips drive reduces cam -out and stripping. Also see Titen® Concrete and Masonry Screyvs. SDS Features: • The patented 4CUT tip has a square core and serrated threads to reduce Installation torque and make driving easier with no predrilling and minimal wood splitting. • A new double- barrier coating finish provides corrosion resistance equivalent to hot -dip galvanization. Now one screw can handle interior, exterior and certain pressure - treated wood applications. See Corrosion Information. • 3/8" hex washer head is stamped with the No -Equal sign and fastener length for ea installation. Material: Heat- treated carbon steel. Finish: SDS - New double - barrier coating. SOS screws may also be available yellow zinc dichromate or HOG (Not all sizes are available in all coatings - Contact Simpson Stropg -Tie for product availability and ordering information). SD8x1.25 - Electro Galvanized. Gallery: WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SOB should be used in dry, interior, and noncorrosive environments only. roll over Images below to see larger Image www.strongtie.com Load Table Gallery of Images Code Reports Drawings Catalog Page Related Categories Technical Bulletins Fliers Featured Literature Help for downloads sy indentification after + toe. SDS1 /4 "x3' SDBx 1:25 US Patents 6,109,850; (Not for structural applications - 5.897,260: 5,044.553. see note (}) +SIMPSON http : / /www.strongtie.com/products /connectors /screws.asp 2009 -04-08 4 • SDS & SD Wood Screws !4x 111 rx t; x2 t4 x 2,' 50525212, t rr 1 100 ' x3 . 50525300 ��2 950 508 .._- SQ5254I2 244 f E00 900 1 i x 0 SDS25600 314. 600 Load Table: Sire (in.) SOS and SO Wood Screws _ Model No. K1i7 .SDBx1.2.5`" — S0525112 1 I 1500 80525200 111 1300 Code. Reports (PDEs }: Identification on all SOS screw hewn a l) See code report listings below Thread Fasteners Length per Co.) Carlow Identification on all SOS screw heads (SDS1 /4 "x3 shown) Mese prof leas lexure aedib Pall cep rraterken. 'e1Ytft an Ibis page nxr;' a)ro be:wedge with :his ()abort Cliff rift; Sol Sdarp•tie tar dare's OF/SP Atlowable Loads' Shear (100)' . . Wood Side Malec Steel Side Platn • . • 1'ii 16 • a 1 4 0 & 10 go nr. Weeder Steel • L SCt,. i • 0 12 ga I Greater .'Side Plate — i 50 50 I 50 -- - 1250 250 I 250 Withdrawal* (1001 170 200 290: : 215 The 40UT Up reduces installation torque and. makes driving easier. +IQP. Page 2 of 4 SPF1HF Allowable Loads' Shear (100) Withdrawal' Wood Side Plata':) Steel Side Plate (10D) 1 1 1 16 a 14 0a 8110 ga or Wood or Steel s SPF L4! 0 12 go , Greater Side Plate 45 45 4 45 - i - 180 180 1B0 ] 120 210 1 2 150 135 1 ;__ .._280 ) 300 180 190• 1 J.:. , 3f:0 - .�°'2).._ 255 .0 20 — 420 I 420 _ 345 200 ; I -- 300 . 300 24 340 340 ; I 42.0 1 .420 385 245 245 J — 300 300 7.70 • 350 340 • 1 -- 420 : 420 • :: 4:5::. 250 245 1 -^ 300 300 3317 . • 350 ( 340 :.— ' 420. 1' 420:.. 560: • .: , 230 245 i — . 300 1 300 395 1. Allowable loads for SDS screws are based on ICC-ES Code Report ESR -2236. Screws may be provided with the 4CUT or Type 17 tip. 2. SDS screws install best with a low speed 1/2" drill with a 3/8" hex head driver. 3. Wood to wood applications are based on a wood thickness of 1 1/2" side member. All applications are based on full penetration into the main member. 4. Allowable loads are shown at the wood load duration factor of C Loads may be increased for load duration by the building code up to a C =1.60. 5. Withdrawal loads shown are in pounds (lbs.) and are based on the entire threaded section installed Into the main member. If thread penetration into the main member Is less than the Thread Length as shown in the table, reduce allowable load by 172 lbs. x Inches of thread not In main member. Use 121 lbs. /inch for SPF. 6. DO NOT USE SD8x1.25 wood screws with structural connectors unless specifically stated in this catalog. 7. SD8 requires 3/4' minimum penetration. 8. Fasteners per Carton represent the quantity of screws which are available In bulk packaging. Screws are also available in mini bulk and retail packs. Refer to pricing information. 9. LSL wood -to -wood applications that require 4 1/2" and 6' SOS screws are limited to interior -dry use only. a 1PP LEGACY REPORTS IAPMO ES ICC -ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC -ES NER ICC -ES ER ICC -ES ES ER http: / /www.strongtie.com /products /connectors /screws.asp 2009 -04-08 D C I EfGI(IEEP S Project No. o1- Ic -D12. Project liNi WARD EA Kee. [ L D (N(- Subject 00cF PRPAM /n/6T Sheet No. Date gbioq By • (Aiy LATE GN6c_g_ Sps Cs = Cg(I) 0.2 30 (, (sf. fo W - x 30. , 1 359 135 tt Xo.7 1/ ASP - `r ASsv ii rz ooF T' L I2 -D OFF THc L X(ST lb 13 a Rt.sIs-re.7 'By Rpr rio4 , 9 V 1 ofe- e L-A71 2AL Fogg from geocoderl latitude 'longitude 1- 122.302708 1 -122° 18' 9.7488" decimal 1147.491327 deg -min -sec 147° 29' 28.7772" from yahoo latitude longitude 1 decimal 47.491327 P- 122.302708 deg -min -sec 47° 29' 28.7772" -122° 18' 9.7488" from use latitude longitude decimal 47.491327 - 122.302708 deg -min -sec 47° 29' 28.7772" -122° 18' 9.7488" from google latitude longitude decimal 47.5022881 1 - 122.2888325 ldeg- min -sec 47° 30' 8.2372 "JI -122° 17' 19.797" (from ibegin Ilatitudel longitude' 'decimal - 'deg -min -sec 0° 0' 0 "10° 0' 0" - Converting Addresses to /from Latitude/Longitude in One Step (Geocoding) Page 1 of 2 Converting Addresses to /from Latitude/Longitude in One Step Stephen P. Morse, San Francisco I Batch Mode Deg /Min /Sec to Decimal My Other Webpages J address 11180 E. Marginal Way city Tukwila state WA zip 98168 country United States Determine Latitude /Longitude latitude longitude above values must be in decimal with minus signs for south and west Determine Address 98168 terraserver is taking too long to respond 7535 Marginal Way S, Georgetown, WA Frequently Asked Questions http: / /stevemorse.org /jcal/latlon.php ?cookie= &hidden = & doextra= &time= 123921468828... 2009 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.509 (Ss, Site Class B) 1.0 0.521 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Spectral Response Accelerations SMs and SM1 SMs= Fax Ss and SM1 =FvxS1 SiteClassD - Fa =1.0,Fv =1.5 Period Sa (sec) (g) 0.2 1.509 (SMs, Site Class D) 1.0 0.782 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.5 Longitude = -122.3 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 =2/3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.006 (SDs, Site Class D) 1.0 0.521 (SD1, Site Class D) CN) At - (2) .t3ix ) >?o Jog . CE) FAS CN) ADPL C2) :I3Ix3'- 0 LA ROOF Z'o,ST CE) 2xbrzOvl LN) 2x (, C3L T alAPIE o4 pj /UPI 7otST5 wf ' co SLasc..i5 G oc F( DL;CI� . W *P4e0- ` t44' =-4 .. PT 124 T 6 I II POUT C ) stpip3 SDS ZS 3i Z (Y4x 33/2.)e 12+oG To Ca) ¢=C6 Bawl H 25 v .g444- JolT (N) C t4 W j (22) 5Ws Sbs 2S31 Cv4 3Yz) ToZAp0ST C LVL TIGHTLY PcGA(NST jzooF Jo filat a - (112 ) 2 • May 4, 2009 Mike Perry 3006 Northup Way #302 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -063 Hayward Baker —11180 East Marginal Wy S fer Marshall Pi lit Technician encl File No. D09 -063 • City of Tukwila P:\Permit Center\Correction Letters\2009\D09 -063 Correction Letter #1.DOC wer • epartment of Community Development Jack Pace, Director Dear Mr. Perry, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Jim Haggerton, Mayor Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: May 1, 2009 Project Name: Hayward Baker Permit #: D09 -063 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. If the canopy is to be attached to the trailer, approval shall be required by L & I with their details and specifications. L & I documents shall be stamped by L & I. 2. A canopy or roof structure connected to a building shall have post supported by a footing. The canopy post shall be to be placed on a below grade footing. Therefore the pier blocks shown are not allowed. Provide a design to show post connected to a below grade footing. (IBC 1810 & 1812.4) 3. The roof attachment detail #4 indicated (2) nails added. The roof shall be positively anchored to the structure to resist both vertical and lateral loads as applicable, with fasteners that are not subject to withdrawal. Identify type and the total of fasteners and hardware necessary for providing a positive attachment. (IBC 1604.8.3, 1604.9 & 1607.11) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D09 -063 DATE: 05 -13 -09 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11180 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bin A:wi ding Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) I Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 05-14 -09 Not Applicable n n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS R UTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DUE DATE: 06-11-09 Approved — Approved with Conditions [] Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPA TME B ding ivi io off, ,•r ub is Wor Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 - 063 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11180 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # DATE: 04 -22 -09 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: n Approved Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 T CC10170 • Fire Prevention j Planning sion Structural Incomplete Structural Review Required Approved with Conditions n Permit Coordinator DUE DATE: 04-23-09 No further Review Required n DATE: DATE: Not Applicable ti. Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: DUE DATE: 05-21 -09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • 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 ',SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (-//���oo, Plan Check/Permit Number: ❑ Response to Incomplete Letter # ci j Response to Correction Letter # ,) M Revision # / after eP rnlit is Issued Revision requested by a City Building Inspector or Plans Examiner 7)t7 °f -- X110 -rrv NY 1 2009 PERM T CE TEh / //Flo G: /n gin. 67/4_4Z- t) i9 /` Contact Person: /I -' 1�e=2 �� Phone Number: 7Z$ T27 -1213 Summary of Revision: /9 -Y) M,56 �f,77fL� %.40F4v/ 5tFr, Pa ),/, Project Name: Project Address: Sheet Number(s): A O. D (, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status REALCI *099ME REAL COMPANY INC, THE CONSTRUCTION CONTRACTOR GENERAL UNUSED 7/5/1991 7/10/2009 ACTIVE EMERGPS012CD EMERGENCY POWER SYSTEMS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/4/1999 2/1/2001 ARCHIVED MMI * * * *101BT M M I CONSTRUCTION CONTRACTOR GENERAL UNUSED 1/30/1990 1/30/1992 ARCHIVED DMACTI *122Q3 D M ACTION INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 11/23/1988 10/27/1991 ARCHIVED ICC * *I *206JN ICC, INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/15/1980 3/26/1987 ARCHIVED Name Role Effective Date Expiration Date MOORMAN, GORDON A PRESIDENT 10/25/1991 MOORMAN, SARA A SECRETARY 01/04/2002 MOORMAN, BRYAN VICE PRESIDENT 10/25/1991 Untitled 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 M M I SERVICES INC 4253698655 PO BOX 2768 ISSAQUAH WA 98027 KING Corporation UBI No. Status 601226635 ACTIVE License No. MMISEI *094P5 License Type CONSTRUCTION CONTRACTOR Effective Date 10/25/1991 Expiration Date 4/12/2010 Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED Other Associated Licenses Business Owner Information Bond Information Bond Bond Company Bond Account Effective https://fortress.wa.gov/lni/bbip/Detail.aspx Expiration Cancel Impaired Bond Page 1 of 3 Received 05/27/2009 11180 E. MARGINAL WAY SOUTH TUKWILA, WA 98168 OPEN AIR ROOF HAYWARD BAKER BUILDIN TUKWILA, WA RREGKITf rl 'OT ikl?Ci-iNIL C. PEf?f ST'vn:: OF WAS 'rHIN!GTOI I A-0 PROJ C N OR A ON ABBREVIATIONS GENERAL NOTES PROJECT TEAM SHEET INDEX 4 AND DBL. DOUBLE FT. FOOT OR FEET MISC. MISCELLANEOUS SVG. SERVICE ANGLE DEPT. DEPARTMENT FT6. FOOTING MTD. MOUNTED SYM. SYMMETRICAL 0 DIAMETER OR ROUND PET. DETAIL FURR. FURRING MIL. METAL 5/1A1 SIDEWALK PERPENDICULAR DIA. DIAMTER # POUND OR NUMBER DIM. DIMENSION G.A. GAUGE N. NORTH T. THREAD A.B. ANCHOR BOLT DN. DOWN 6ALV. 6ALVINIZED N.I.G NOT IN CONTACT T.G. TOP OF CURB ACOUST. ACOUSTICAL DR. DOOR G.G. GENERAL N0, NUMBER TEL, TELEPHONE A.F.F. ABOVE FINISHED D.S. DOWN SPOUT CONTRACTOR N.T.S. NOT TO SCALE T. 4 6. TONGUE AND FLOOR DWG. DRAWING 6L. GLASS GROOVE A66R. AGGREGATE CND. GROUND O.G. ON CENTER THK. THICK ALUM. ALUMINUM E. EAST GR. GRADE 0/ OVER T.O.P. TOP OF PLATE ANOD. ANODIZED E.A. EACH 6P. GROUP OPP. OPPOSITE T.P. TOP OF APPROX. APPROXIMATE E.I.F.S EXTERIOR G.W.B. GYPSUM WALL PAVEMENT ARCH. ARCHITECTURAL INSULATION FINISH BOARD PL. PLATE T.W. TOP OF WALL ASPH. ASPHALT SYSTEM GYP. GYPSUM PLYWD. PLYWOOD TYP. TYPICAL E.J. EXPANSION JOINT P.P. POWER POLE BD. BOARD EL. ELEVATION HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.B.G. UNIFORM BLDG. BUILDING ELEC. ELECTRICAL HDGP. HANDICAP BUILDING BLK. BLOCK ELEV. ELEVATOR HDWD. HARDWOOD R. RADIUS OR RISER CODE BLK'G. BLOCKING ENGL. ENCLOSURE H.B. HOSE BIBB RD. ROOF DRAIN UNF. UNFINISHED BM. BEAM E.P. ELECTRICAL PANEL H.G. HOLLOW GORE REG. RECOMMENDED U.O.N UNLESS BOT. BOTTOM EQ. EQUAL H.M. HOLLOW METAL REF. REFERENCE OTHERWISE B.U.R. BUILT UP ROOF EQUIP. EQUIPMENT HORIZ. HORIZONTAL REINF. REINFORCED NOTED EXST. EXISTING HR. HOUR REQ'D. REQUIRED GAB. CABINET EXPO. EXPOSED HT. HEIGHT RM. ROOM VERT. VERTICAL G.B. GATGH BASIN EXT, EXTERIOR GEM. GEMENT INST. INSTALL 5. SOUTH W. WEST OH. CHANNEL F.O.I.G FURNISHED BY INSUL. INSULATION 5.G. SOLID GORE W/ WITH G.J. CONTROL JOINT OWNER INT. INTERIOR SUED. SCHEDULE WD. WOOD GL6. CEILING INSTALLED BY SHT. SHEET WDW. WINDOW GLR. CLEAR CONTRACTOR LAM. LAMINATED SHT'6. SHEATHING W/O WITHOUT G.O. GLEAN OUT F.D. FLOOR DRAIN LB. POUND 51M. SIMILAR WP. WATERPROOF COLM. COLUMN F.E. FIRE EXTINGUISER LOG. LOCATION SPEC. SPECIFICATIONS WR. WATER GONG. CONCRETE F.H. FIRE HYDRANT SQ. SQUARE RESISTANT CONN. CONNECTION FIN, FINISH MATL. MATERIAL STD. STANDARD WSGT. WAINSCOT GONTSR. CONSTRUCTION FLASH. FLASHING MAX. MAXIMUM STL. STEEL WT. WEIGHT GONT. CONTINUOUS FLR. FLOOR MFR. MANUFACTURER STOR. STORAGE G.T. CERAMIC TILE FLUOR. FLUORESCENT M.H. MAN HOLE STRUG. STRUCTURAL GTR. CENTER FOUND. FOUNDATION MEGH. MECHANICAL 5U5P. SUSPENDED GTSK. COUNTER SUNK FRM'6. FRAMING MIN. MINIMUM 5. 4 V. STAIN 4 VARNISH • Do NOT SCALE DRAWINGS • CONSULT WITH ARGHITEGT REGARDING ANY SUSPEGTED ERROR5 OMISSIONS OR GRANGES ON PLANS BEFORE PROCEEDING WITH WORK • COMPLY WITH ALL APPLICABLE GODES, ORDINANCES, REGULATIONS, LAWS, STANDARDS, CUSTOMS AND CRITERION. • UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF MASONRY, FACE OF GONGRETE WALLS, FACE OF STUDS @ INTERIOR AND EXTERIOR WALLS • VERIFY DIMENSIONS BEFORE PROCEEDING WITH WORK. (NOTIFY ARGHITEGT OF ANY DISCREPANCIES.) • VERIFY ALL ROUGH -IN DIMENSIONS. • VERIFY ALL SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOOR AND WALLS, FURRINGS, CURBS, ANCHORS, INSERTS, AND ROUGH BUCKS /BACKING FOR SURFACE- MOUNTED ITEMS. • VERIFY ALL LOCATION OF ALL UTILITIES BEFORE PROCEEDING WITH WORK. • REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. • DOORS NOT DIMENSIONALLY LOCATED SHALL BE 3" FROM STUD FAGE TO EDGE OF DOOR OPENINGS OR GENTERED BETWEEN WALLS AS SHOWN. • PROVIDE SOLID BLKG. OVER PARTITION WALLS AND BEAMS. • PROVIDE ALL FURRINGS AS REQUIRED TO CONGEAL MEGHANIGAL /ELEGTRIGAL HARDWARE IN FINISHED AREAS. • "FLOOR LINE" REFERS TO TOP OF SUB - FLOOR. • ALL ELEGTRIGAL WORK SHALL COMPLY WITH NATIONAL ELEGTRIGAL CODE 2000 A5 AMENDED BY S OPOUTS I • FAABRSR ICATE ALL GUTTERS, , DOWN L WN S SPOUTS ANND D FLASHING FROM 24 GAUGE GALVANIZED STEEL IN ACCORDANCE WITH ARCHITECTURAL SHEET METAL MANUAL. • COORDINATE ALL NON INDICATED OR SPECIFIED ITEMS WITH OWNER INCLUDING BUT NOT LIMITED TO FINISHES, COLORS, HARDWARE, FIXTURES, SWITCHES, OUTLETS, PHONE JACKS AND GABLE OUTLETS. • REFER TO OWNERS SPECIFICATIONS FOR ADDITIONAL INFORMATION. • ALL STAGING STORAGE SHALL OCCUR ON SI TE • AUTOMATIC EMERGENCY BACK -UP GENERATOR - ONE FOR EACH BUILDING TO BE INSTALLED TO POWER SNOW MELT SYSTEM. • ROOF SNOW MELT SYSTEM TO BE WIRED IN/ AUDIBLE 4 VISUAL ALERT IN EVENT OF A POWER FAILURE. OWNER: McConkey Development 3006 Northup Way Suite 303 Bellevue, WA 18004 Phone: (425) 881 -1180 Contact: Fred McConkey ARCHITECT: Dimensions, Inc. 5006 Northu Way #502 p y Bellevue, WA 18004 Phone: (425) 827 -1213 Contact: Mike Perry STRUCTURAL: DGI Engineers 10 NE 4th St #1200 Bellevue, WA 18004 Phone: (425) 827 -2258 Contact: Greg Gild° TENANT: Hayward Baker 11180 E Marginal Way South TUI<W I Ia, WA 18168 Phone: (206) 225 - 1 732 C And Anderson y ARCHITECTURAL AO.O - COVER SHEET - VICINITY MAP - GENERAL NOTES AI.O - SITE PLAN - ROOF PLAN - SECTION - DETAILS R d CITY wa AqtA MAY ZOU9 PERMIT CENTER S I TE /AREA Project Location: 11180 E. Marginal Way South Tukwila, WA ci8168 Jurisdiction: City of Tukwila Zoning: HIGH occupancy: B Construction: VN Applicable Godes: Building: IBC 2006 Electrical: NEG 2002 Mechanical: IMC 2003 Plumbing: UPG 2003 ADA: IBC 2006 w/ WA. State Amendments Site Area: 45,712 SQ. FT. FILE COPY Permit No. LEGAL. DESGRI PT I ON THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 3 TOWNSHIP 25 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH, AND THE SOUTH LINE OF SAID SECTION 3, SAID INTERSECTION BEING 611.71 FEET, MORE OR LESS, EASTERLY OF THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH 14 °47'50" WEST ALONG SAID MARGIN 87.80 FEET, TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THEN CONTINUING ALONG SAID MARGIN NORTH ° I 'I 16 47 30 WEST 73.74 FEET; THENCE NORTH 73 ° 1 2'30" EAST 200 FEET; THENCE NORTH 16 °47'30" WEST 100.00 FEET; THENCE NORTH 73 ° 1 2'30" EAST TO THE WESTERLY BOUNDARY OF THE RIGHT OF WAY OF THE SEATTLE - TACOMA INTERURBAN RAILWAY, NOW - THE PROPERTY OF THE SEATTLE LIGHT DEPARTMENT; THENCE SOUTHERLY ALONG SAID BOUNDARY TO A POINT I N THE NORTH LINE OF A TRACT OF LAND ACQUIRED BY THE G I TY OF SEATTLE UNDER CONDEMNATION AND DESCRIBED IN SUPERIOR GORT ORDER NO. 481557 (VERDICT 56); THENCE SOUTHWESTERLY ALONG SAID LINE TO THE TRUE POINT OF BEGINNING. SYMBOLS VICINITY HAS' BUILDING SECTION GRID MARKERS SECTION IDENTIFICATION �\� FINISH GRADE ELEVATION SCALE = NTS AI.2 - LOCATED ON SHEET_ LETTERS IN ONE DIRECTION A NUMBERS IN THE OTHER -s G TOP OF CURB .1101Digt Plan review approval is subject to errors and omissions. Approval of construction documents does not a the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: l � E3' WALL SECTION SECTION IDENTIFICATION 6 \q3 S. Boeing Access Rd �p TOP OF PAVEMENT e° o ` P z SITE Al.2 - LOCATED SHEET_ DOOR. SYMBOL ON ■ NUMBER ~ — 01 DOOR DETAIL CENTER LINE DETAIL IDENTIFICATION ROOM SYMBOL PROPERTY LINE . Date: _ I City Of wilukwila BUILDING DIVISION Qq _ _ A1.2 - LOCATED ON SHEET_ -� ROOM NUMBER CENTER LINE OF STREAM INTERIOR ELEVATION WINDOW SYMBOL S. 112th St . LOCATION ©-- ELEVATION IDENTIFICATION - D _ SGRI DTI ON OF V�IOR WINDOW IDENTIFICATION 1S NEW CONTOUR ----Y AI.2 --- LOCATED ON SHEET_ Iq _ 7 ' EXISTING CONTOUR _ ROOM SYMBOL — ROOM NAME NORTH ARROW s '�sr � 0' EViaiaNS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 A--s- City of Tukwila BUILDING DIVISION i __ .... .,._... GODS COMPLIANCE TO EXISTING NON - PERMITTED OPEN AIR ROOF STRUCTURE CORRECTION I T R# .�,, j 59 No changes shall b e made to the scope o f work without prior approval of Tukwila Building Division. NOTE: Revisions OFF I CEO' Mr REVISION CLOUD 101 ROOM NUMBER TAX I DENT I F I GAT I ON NUMBER _-- e IDENTIFYING NUMBER will require a new plan submittal and may include additional plan review fees. i - - 1' -2 CEILING HEIGHT 0323041121 1)0 0 1 ..... 0 ( SQUARE FOOTAGE ELEVATION MARKER c150 SO. FT. N 11180 E. MARGINAL WAY SOUTH TUKWILA, WA 98168 OPEN AIR ROOF HAYWARD BAKER BUILDIN TUKWILA, WA RREGKITf rl 'OT ikl?Ci-iNIL C. PEf?f ST'vn:: OF WAS 'rHIN!GTOI I A-0 Date: 4/1/01 Job #• 2001 -10 Scale: As Shown Drawn: JG Check: MCP Revisions: Q 5/I 1 /01 11180 E. MARGINAL WAY SOUTH TUKWILA, WA 98168 OPEN AIR ROOF HAYWARD BAKER BUILDIN TUKWILA, WA RREGKITf rl 'OT ikl?Ci-iNIL C. PEf?f ST'vn:: OF WAS 'rHIN!GTOI I A-0 It = l'-0" POUR GONG. FTG TO BOTTOM OF POST ELEV. (E) 2x6RIM lli METAL ROOF (E) ROOF JOIST J (F) FASCIA Roof Attachment Detail Post Footing Detail 1 -1/2" = I' —O" NE1N ADD'L (2) SIMPSON SD5 25412 TO EA. X I ST I NO ROOF JOIST 2x12 NEIN ADD'L (2) .131 x3)4 "@EAROOF JOIST EX I STI NG 4x6 POST NEV' SIMPSON PB46 NEW 18 "p GONG FTG (4) #4 VERT. #3 TIES © 6" o.c. EXISTING GMU WALL Roof Plan 1/4" = I' —O" NEW 2x6 BLK6 B/W JOISTS w/ #IO SCREWS @ 6" o.c. FROM DECK 2x @24 " " LU HANGER EA JOIST 20" I FACE OF BLDG ASPHALT NEW SIMPSON 51)525312 0/ x 3)2" ® 12" o.c. TO (E) 4x6 BEAM EDGE OF BUILDING WALLS 6 ' - 0 " 30 GA CHAMPION METAL ROOF EXISTING - BLOCKING EA. SPACE 3' — OII IO' -3" / Y EDGE OF BUILDING ROOF IS P.T. 4x6 POST EXISTING LAG BOLT - POST TO TRAILER TO BE REMOVED (TYP) GONG PIER BLOCK LJ DETERMINE HT. IN FIELD 8'— I " -EDGE OF NEW CANOPY /ROOF 3' —O H25 @ EA JOIST NEW GONT I. 1E LVL 1 "x11)/4" w/ (2) SIMPSON 5/)525312 j4 "x 3)/2") TO EA POST (INSTALL LVL TIGHTLY AGINST ROOF JOISTS) 4 TRAILER in 4x6 POST ON PIER BLOCK PER PHOTOS / _ASH LINE INDICATES EDGE OF TRAILER w i z I N 16°46'18" W 100.00' w N 0 m z N A = 4 ° 5 -" L 245 55' MIMMID N166_E - 13.74' 1.1•M OIMINO PARCEL A 111 80 E. MARGINAL WAY / OPEN AIR ROOF STRUCTUkE EXISTING TRAILER oroLgF / / / / REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION V D CITY MAY 1 ,3 2009 PERMIT CENTER PROJECT TRUE REGWERtrD Af l TECT MICHAEL C. PEP" ‘FIATS OF WAS tIN • � fig Si $= o� ; Z 0 1 V W W od z a � J 0- Q LL W 0 i C7) A- Date: 4 /q /O1 Job #: 200q Scale: As Shown Drawn: JG Check: MGP Revisions: 0 5/I I /Oq It = l'-0" POUR GONG. FTG TO BOTTOM OF POST ELEV. (E) 2x6RIM lli METAL ROOF (E) ROOF JOIST J (F) FASCIA Roof Attachment Detail Post Footing Detail 1 -1/2" = I' —O" NE1N ADD'L (2) SIMPSON SD5 25412 TO EA. X I ST I NO ROOF JOIST 2x12 NEIN ADD'L (2) .131 x3)4 "@EAROOF JOIST EX I STI NG 4x6 POST NEV' SIMPSON PB46 NEW 18 "p GONG FTG (4) #4 VERT. #3 TIES © 6" o.c. EXISTING GMU WALL Roof Plan 1/4" = I' —O" NEW 2x6 BLK6 B/W JOISTS w/ #IO SCREWS @ 6" o.c. FROM DECK 2x @24 " " LU HANGER EA JOIST 20" I FACE OF BLDG ASPHALT NEW SIMPSON 51)525312 0/ x 3)2" ® 12" o.c. TO (E) 4x6 BEAM EDGE OF BUILDING WALLS 6 ' - 0 " 30 GA CHAMPION METAL ROOF EXISTING - BLOCKING EA. SPACE 3' — OII IO' -3" / Y EDGE OF BUILDING ROOF IS P.T. 4x6 POST EXISTING LAG BOLT - POST TO TRAILER TO BE REMOVED (TYP) GONG PIER BLOCK LJ DETERMINE HT. IN FIELD 8'— I " -EDGE OF NEW CANOPY /ROOF 3' —O H25 @ EA JOIST NEW GONT I. 1E LVL 1 "x11)/4" w/ (2) SIMPSON 5/)525312 j4 "x 3)/2") TO EA POST (INSTALL LVL TIGHTLY AGINST ROOF JOISTS) 4 TRAILER in 4x6 POST ON PIER BLOCK PER PHOTOS / _ASH LINE INDICATES EDGE OF TRAILER w i z I N 16°46'18" W 100.00' w N 0 m z N A = 4 ° 5 -" L 245 55' MIMMID N166_E - 13.74' 1.1•M OIMINO PARCEL A 111 80 E. MARGINAL WAY / OPEN AIR ROOF STRUCTUkE EXISTING TRAILER oroLgF / / / / REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2009 City of Tukwila BUILDING DIVISION V D CITY MAY 1 ,3 2009 PERMIT CENTER PROJECT TRUE REGWERtrD Af l TECT MICHAEL C. PEP" ‘FIATS OF WAS tIN • � fig Si $= o� ; Z 0 1 V W W od z a � J 0- Q LL W 0 i C7) A-