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Permit D04-424 - UNITED RENTALS - 2 AWNINGS
UNITED RENTALS 17700 WEST VALLEY HY D04 -424 Z W 6 U- 0 y0 W= • J f. • (L . W 0. gQ 1=- Z l--. ' F- 0 Z�- WUJ .0N W .. =U LL 0. W .. Z. U =; z Parcel No.: 3623049057 Address: 17700 WEST VALLEY HY TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: KEVIN TERRELL Address: 18435 OLYMPIC AV S, TUKWILA WA Contractor: Name: RAINIER INDUSTRIES LTD Address: 18435 OLYMPIC AV S, TUKWILA, WA Contractor License No: RAINIIL066QP DESCRIPTION OF WORK: INSTALLING TWO (2) NEW AWNINGS ON AN EXISTING BUILDING. Value of Construction: Type of Fire Protection: Type of Construction: 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: doc: IBC - Permit City GI Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us UNITED RENTALS 17700 WEST VALLEY HY, TUKWILA, WA FORTE RONALD M & JACQUELINE 7670 80TH PL SE, MERCER ISLAND WA $8,641.00 N N N N N N N N N N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: Fees Collected: $346.41 International Building Code Edition: 2003 Occupancy per IBC: 0008 **continued on next page** D04 -424 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 381 -1262 Phone: 425 - 251 -1800 Expiration Date: 12/31/2006 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Steven M Mullet, Mayor Steve Lancaster, Director D04 -424 01/06/2005 07/05/2005 Printed: 01 -06 -2005 2 I Z QQ � J U 00 0 N U) 11J J cn u- w 0 g Q I CI Z F • = . I— 0 Z I- w • w D0 O • N O I- w ~ n- it- O .• Z W U 0 H Z Permit Center Authorized Signature: Signature: Print Name: //A-t 4,- doc: IBC - Permit City bl Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us D04 -424 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -424 Issue Date: 01/06/2005 Permit Expires On: 07/05/2005 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws ctio� - • -rformance of work. I am authorized to sign and obtain this development permit. regulating constru diab- Date: /. `j 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. Printed: 01 -06 -2005 ter Z Z � W a �. 6 U U U J 1— w0 u_ I 1 w Z =. rr t- 0 . w ~ • w D O. O N O I— w W L I 0 w Z 0 � `. O z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3623049057 Address: 17700 WEST VALLEY HY TUKW Suite No: Tenant: UNITED RENTALS 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: 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. 8: ** *PLANNING CONDITIONS * * * ** PERMIT CONDITIONS Permit Number: D04 -424 Status: ISSUED Applied Date: 11/29/2004 Issue Date: 01/06/2005 9: 1.Separate sign permits are required for the placement of any signs on the proposed awnings. doc: Conditions * *continued on next page ** D04 -424 Printed: 01 -06 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Print Name: /a//,‘..( doc: Conditions D04 -424 as outlined. All provisions cancel the provision of any of law and ordinances other work or local laws Date: /. f . 5 Printed: 01 -06 -2005 Z 1z w 00 . N D J H w g � u_ W = z � z1- U� 0 N CI it W w � O W Z 0 z SITE LOCATION Site Address: 1774;s6 kiesr V -2st t - 1 \tsi,ir Tenant Name: Ourre,7 r earrs,,1,.5 Property Owners Name: 111Y1 La807)S Mailing Address: 17700 1A- V1.LLe1 1-1\tsAtAIN 1 Vslat.VLA \st- Al �Lttit�l ► City CITY OF TUKWILA Community Development G ,rtment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 C? CJ•1 Day Telephone: 1 1Z5. 5il . lZ4Z Mailing Address: 1R f 5 1 iP►C 2 1 S l-k I Ukl.S«Trti1 %Il es ' City ► State E -Mail Address: *.E. ./11∎1 C e�+w+►1rrQ►►aC�U;: 5 . C014 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Address: 1 Contact Person: lees.), N. tr.r.. Zf . E - Mail Address: 1 ��.L��\►1► ��5►2t�S nom_ Contractor Registration Number: C�1' g� Expiration Date: /Z. /T. o * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record LL1 Company Name: E. 5(b2:� Cria —%f? 1 i-t r Mailing Address: Zoe 8) ) b I Contact Person: 14-& .\ lam! 1 C . E -Mail Address: AAA..., �r u►.tSa ►t . 51 ►-\ arau .C1 Fax Number: ZC L , \permits plus \icc changes \permit application (7-2004) Page 1 Building Permit ,o. D0 Mechanical 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 ** 4 ;?7 Suite Number: Floor: New Tenant: ❑ .... Yes 1No King Co Assessor's Tax No.: f� `i35 Zi..). -k Pie., �`\!ic . 1 LW.�Jtt�. 1A64 .1 t,1.vfib t City C Z18Ti State Fax Number: '50Z5 , Z51. X 14.43 4 5 State Day Telephone: 11 ,, 55/ . / Z Fax Number: '/ 5. 2` jl , 5C4. City Day Telephone: Fax Number: City 6).4 Z.67 State Zip Zip Zip Zip State Zip Day Telephone: Z.c)U . '14/53. 5Si / BUILDING PERMIT INFORM -TION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ (et , . Existing Building Valuation: $ Scope of Work (please provide detailed information): I1- 012 Z I-I oLir ttp 6447 iact Oe.Ls 15- tt ANT MOO . r va-lr1G -k %At Li Will there be new rack storage? ❑ ..Yes ['No If "yes ", see Handout No. for requirements. 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 for 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: Will there be a change in use? ❑ ....Yes FIRE ROTECTION/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 indicating quantities and Material Safety Data Sheets. \permits plus\kcc changes \permit application (7.2004) Compact: Handicap: o If "yes ", explain: Page 2 Z Z re W QQ � J U 0 to 0 CO W J N NW W O }} g J u. Q tom = W Z = H 0 Z O N 0 I— W W H 0 . O .. Z W = O 1— Z :V;.•ni..vi,nGtik':i.`ati.:s iJ,':...t ..JU,:aslar<c•Lo 1.131. wv.�:' Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 531010 2 " Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck • Uncovered Deck • BUILDING PERMIT INFORM -TION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ (et , . Existing Building Valuation: $ Scope of Work (please provide detailed information): I1- 012 Z I-I oLir ttp 6447 iact Oe.Ls 15- tt ANT MOO . r va-lr1G -k %At Li Will there be new rack storage? ❑ ..Yes ['No If "yes ", see Handout No. for requirements. 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 for 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: Will there be a change in use? ❑ ....Yes FIRE ROTECTION/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 indicating quantities and Material Safety Data Sheets. \permits plus\kcc changes \permit application (7.2004) Compact: Handicap: o If "yes ", explain: Page 2 Z Z re W QQ � J U 0 to 0 CO W J N NW W O }} g J u. Q tom = W Z = H 0 Z O N 0 I— W W H 0 . O .. Z W = O 1— Z :V;.•ni..vi,nGtik':i.`ati.:s iJ,':...t ..JU,:aslar<c•Lo 1.131. wv.�:' Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System • Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm/1nd Other Mechanical Equipment MECHANICAL PERMIT INF( VIATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ....❑ Other: • Indicate type of mechanical work being installed and the quantity below: 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 Signature Print Name: THORIZED AGENT: LS, 11 �P�z�L %permits pluslicc changes\permit application (7 -:O04) , Page 4 Date: I I.Z Day Telephone: - 9Z' . gam! Mailing Address: ies 1i-il AVE.; 5cti, — aK.l.-1il.,.& l4.1r4-11,-! (s70y4 ( 381813 city State Zip Date Application Accepted: Date Application Expires: Staff Initials: a Parcel No.: 3623049057 Permit Number: D04 -424 Address: 17700 WEST VALLEY HY TUKW Status: PENDING Suite No: Applied Date: 11/29/2004 Applicant: UNITED RENTALS Issue Date: Receipt No.: R04 -01589 Payment Amount: 346.41 Initials: SKS Payment Date: 11/29/2004 01:53 PM User ID: 1165 Balance: $0.00 Payee: RAINIER INDUSTRIES TRANSACTION LIST: Type Method Description Payment Check 29375 346.41 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Amount 207.22 134.69 4.50 Total: 346.41 ? :.i: 1. } r} .. :i i,:; Printed: 11 -29 -2004 P oject: pii-(4.ke/ya(c Type of Inspeeti � 1 Date (f Special Instructions: ' ' D to Wt d: i fa.m i 0< . Requester 1 f ` 0 IA rU `l ri ne No: �z� e,) 1- -I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. '4/23 ln3 Corrections required prior to approval. 'COMMENTS: OX_ 7 Date: / ri $58.r O REINSPECTION FEE EQUIRED. ?tor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z • Z � W QQ � JU O O co o N W W 2 gQ = a I--W ZF WO • W U� O W of W W (.) IL O W Z U N z 1- P o'ec � t a PirliQ IS Y Lf (l "�" TYP -of VX(t ri ( 10 0 ) A dress: � - 1M L) - Oa 1 t N Date ailed: -7.�i . ` ( �� 1 I6, i t Sp c I Instructions: .f ( .4eu : { I- -- 1d' n �_ Q t,, {i j li . i S. n ,8 t Dat Wanted: t j J i I Requ ster::: �i A g n Phone Kto U-I C _ ( 12-U22 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A ro`Ved per pplicable codes. (206)431 -3670 3 COMMENTS: (.5 on Cat t,v fosc Cyr 6141,1;1 •\ fit_` Inspectory/ Date:. , . l Corrections required prior to approval. U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: COMMENTS: 0 Z i htfN ei I J7 / r (•25 --- a o,e -` e .Q ) r/2,471ri r iAi ( 4 4/Vk o Date Called. J v D to anted: (p.m. 7/ (..-� Req ester: .. ,- f ire I ( it) ze Ph ne Ntf: �; �. (, -- L.) ( ,; Pr ect: T of I s e ton: A s3: D , � 1 Date Called. S ci�l Iri�fructio �Ss: D to anted: (p.m. 7/ (..-� Req ester: .. ,- f ire I ( it) ze Ph ne Ntf: �; �. (, -- L.) ( ,; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PER ( 06 431 -3670 )4 Approved per applicable codes. Date // / El Corrections required prior to approval. 4 I 0 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Bl d., Suite 100. all to sechedule reinspection. cl pt No.: Date: Z 1Z W _i U . O 0 CO C J (0 W � } J u_ ¢ = Z = • WO W U o ff' O I•- W H U U. O .. W co O ~ z Project: Z,/AL// 1 I.FAIT4lS Type of Inspection: - pCh /A / (L) L Q Address: /770o WK s ; (M/ /F y h` Date Called: =4) .2. --a L / Special Instructions: Date Wanted: — 2 t-/ — 4S a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pec or: INSPECTION RECORD Retain a copy with permit (206)431 -3670 M Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: S F€ LP7�7�r2 Tr2 t)m /nln✓ 141 /5 / /;r'S L Date: 47.00 REINSPECTI N FEE REQUIRpb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspe tign: H-1 40.,( 1 i:A./EtANAAL " - -t.►- ..4..(14 -c -6-.." — ` -Q- - Date Called: �.� . t 2-' ( US ', ! Q c>"TC � �tn.n -- L- 1-----4-- . --4.-e..1 ) t Da � Wanted: J a.m. m. Requester: V ► f1 �-Le-Q o/ e Pone Noe ( ) , S V ! '^ I D L P V ) 7. -- - *.–). r? f: \..)-)ag - L--,.--e_R cte_ r(7 P o ect:. IA-14(AV g pi, :Fip is Type of Inspe tign: H-1 40.,( Address: Date Called: �.� . t 2-' ( US 0 i.ta.vu)Iik( 07 Sp Instructions: e� � ions: � �Y L� � � (/l, ,, D / r��,(� . S ee�t V �1 11/`^ ? - t Da � Wanted: � ,� � � a.m. m. Requester: V ► f1 �-Le-Q o/ e Pone Noe ( ) , S V ! '^ I D L P z INSPECTION RECORD Retain a copy with permit D o Vt.! INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. arrections required prior to approval. fn'saector: Date: $58.00 REINSPECTION FEE QUIRED. Prior o inspection, fee must be aid at 6300 Southcenter Bt ., Suite 100. 11 to sechedule reinspection. Ref eipt No.: 'Date: S s � COMME'N Type of In ection: r r 1,04....rUr D i tte : C alle _(� Special Instructions: _ Date Wahted: a.m. i il� i �'j'"' %__t n. l r \ .a, eV( ...../ Al , t e. ip .-,; Ph n N � - " ) ) 0 ' 1 1 P Z 1 ) `t-CA C a. ( 7c2 r,nn 4 4 / 170 C r) -ow -4 i ,1") J 3 > ( - e... e L., '• ( t..,0 C'- ( A , ,J :> h..c Ca A c ,) 1...E 0 p_ 4 4. ....� 4 L£ -e tut c �^ .1/\ W-..p.3... ? ...L-C .&.L.",,•t.,t.L4p rv U Projgct:. ' ..� f Rth Gt �S Type of In ection: r r 1,04....rUr D i tte : C alle A1d 7 D 0 £'U r Va' (te y Special Instructions: _ Date Wahted: a.m. i il� i �'j'"' Req ster: \ o D �.\ l A 1 .P 1 Ph n N � - " ) ) 0 ' 1 1 P Z ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 spec wr: a-( Date: — O t o inspection, fee must be ll to sechedule reinspection. Date: $58.90 REINSPECTION FEE REQUI$ED. Prior pal at 6300 Southcenter Blvd., Suite 100. c) Receipt No.: PER (206)431 -3670 Corrections required prior to approval. r• r Ellisport Engineering, Inc. 20501 81st Ave. S.W. Vashon, WA 98070 Telephone (206) 463-5311 FAX (206) 463-2578 email@ellisportengineering.com STRUCTURAL CALCULATIONS FOR THE PROPOSED UNITED RENTALS AWNING Pr-- IPZLE COPY Permit No. Contractor: Rainier Industries LTD 18435 Olympic Ave S Tukwila, WA 98188 Calculated By: Stephen T. Kicinski, PE Ellisport Engineering, Inc. Location: United Rentals Inc. 17700 West Valley Highway Tukwila, WA 98188 RECEIVED CITY OF TI IKWII A EN 2 9 2004 PERMIT CENTER • ' = • .•• : ! z FZ LL1 6 0 • C.) 0 w Q LI • ui 0 • < • ° w ' z Z I- Ui • J D c 0— w • I-- 111 I 1-- 1-= 1 - 1 - - 0 w r- 0 P z Ellisport Engineering, Inc. Scope of Work Stephen T. Kicinski, PE Ellisport Engineering, Inc. ,$ F- .. GENERAL STRUCTURAL NOTES (Unless Noted Otherwise) CODES AND SPECIFICATIONS 1. International Building Code - 2003 edition 2. ASCE 7 -02 Minimum Design Loads for Buildings and Other Structures 3. NDS -01 National Design Specification for Wood Construction 4. ACI 318 -02 Building Code Requirements For Structural Concrete 5. AISC 335 -89s1 Specification for Structural Steel Buildings 6. AWS D1.1 -00 Structural Welding Code -Steel 7. ACI 530 -02 Building Code Requirements For Masonry Structures DESIGN CRITERIA 1. Wind Load - per International Building Code, V3s =85 mph, Iw =1.0, Exposure Category b, Height/Exposure adjustment factor(30) =1.0 2. Seismic - per International Building Code, Ss =1.0g, S1 =1.5g, Site class =D, Seismic Use Group =l, Seismic Design Category=D, 3. Roof Load - DL = 5 psf SL = 25 psf (Ce= 1.3,Ct =1.0, Is =1.0, pg =20 psf below 700 ft elev.) 4. Floor Load - DL = 10 psf LL = 40 psf 5. Soils - 2000 psf (allowable bearing pressure) 40 psf/ft (active lateral pressure of retained earth) 60 psf /ft (at -rest lateral pressure of retained earth) 150 psflft(passive earth pressure) 0.40 (coefficient of friction between soil and concrete in contact area) 6. Concrete - 2500 psi at 28 days strength, Grade 40 reinforcement. SOIL CONSTRUCTION 1. Extend footings to undisturbed soil or fill compacted to 95% Modified Proctor. All footings shall be 18 inches minimum below adjacent finish grade. PIPE PILES 1. Pipe shall conform to ASTM A53 Grade B. Unless noted otherwise, pipe is not required to be galvanized. 2. Pipe shall be driven to refusal and tested(as required) per Geotechnical Engineer's requirements. REINFORCED CONCRETE 1. f c = 2500 psi for footings slabs and walls. Min 5 % sacks of cement per cubic yard of concrete and maximum of 6 -3/4 gallons of water per 94 lb. sack of cement. 2. Maximum aggregate size is 1 -1/2 ". Maximum slump = 4 inches. 3. Mixing and placement of all concrete shall be in accordance with the IBC and ACI 318 -02. Proportions of aggregate to cement shall be such as to produce a dense, workable mix which can be placed without segregation or excess free surface water. Provide % inch chamfer on all exposed concrete edges unless otherwise indicated on architectural drawings. 4. No special inspection is required. 5. Vibrate all concrete walls. Segregation of materials shall be prevented. REINFORCING STEEL 1. Concrete reinforcement shall be detailed, fabricated and placed in accordance with ACI 318 -02. 2. Reinforcing steel shall be deformed billet steel conforming to ASTM A -615. 3. Welded wire mesh shall conform to ASTM A -185. 4. Reinforcing steel shall be accurately placed and adequately secured in position. The following protection for reinforcement shall be provided: Min Cover(in.) Cast against and permanently exposed to earth- 3 Exposed to earth or weather- 2 Slabs and walls at interior face 3 /4 5. Lap continuous reinforcing bars 32 bar diameters(1' -6" min) in concrete. Corner bars consisting of 32 bar diameter(1' -6" min) bend shall be provided for all horizontal reinforcement. Lap welded wire mesh edges 1.5 mesh minimum. This criteria applies unless noted otherwise. RETAINING WALLS 1. Concrete floor slabs to be poured and cured and floor framing above shall be complete before backfilling behind retaining walls. 2. Minimum reinforcement cover to be 3 ". 3. Concrete strength to be 2500 psi at 28 days. TIMBER 1. Unless noted otherwise, all sawn lumber shall be kiln dried and graded /marked in conformance with WCLIB standard grading for west coast lumber. Lumber shall meet the following minimum criteria: 4x and larger DF #2 (Fb =875 psi) 3x and smaller SPF #2 (Fb =875 psi) or HF #2 (Fb =850 psi) 2. All wood in contact with ground or concrete to be pressure - treated with a wood preservative. 3. Wall studs shall be: 2x4 at 16" oc - interior walls 2x6 at 16" oc - exterior walls 4. Provide (2)2x6 header over openings not noted otherwise. 5. Provide solid blocking in floor space under all posts and wall members connected to holdowns. 6. Posts may be built from ganged 2x members. Connect each 2x to the adjoining 2x with 2 rows 16d at 8" oc in each row. All posts shall be built to match the supported member width and provide 1 -1/2" minimum bearing length. 7. Provide double floor joists under all partition walls parallel to floor joists and along the perimeter of all diaphragm openings. 8. Provide double blocking between floor joists under all partition walls perpendicular to floor joists WOOD CONNECTORS. FASTENERS AND PRESSURE TREATED WOOD 1. All wood connectors shall be Simpson or approved equal. 2. All nails shall be common wire nails unless noted otherwise. 3. All nailing shall meet the minimum nailing requirements of Table 2304.9.1 of the International Building Code. 4. All wood connectors and associated steel fasteners in contact with any pressure treated wood shall conform to one of the following configuration options: a) All wood connectors and associated steel fasteners shall be stainless steel. b) All wood connectors and associated steel fasteners shall be G185 hot -dip galvanized per ASTM A653. c) All wood connectors and associated steel fasteners shall be batch /post hot - dip galvanized per ASTM Al23 for connectors and ASTM A153 for fasteners. z '~ w 6 00 N D CO W J w 0 g-J u. Q co I 1- w z= � z I- w w U� w 0 - 0I- w W M-- U. .z w U= o '' z LAMINATED VENEER LUMBER 1. Laminated veneer lumber by Truss Joist/MacMillan or equivalent(Fb =2600 psi). 2. For top loaded multiple member beams only, fasten with two rows of 16d nails at 12" OC. Use three rows of 16d nails for beams with depths of 14" or more. 3. Provide full depth blocking for lateral support at bearing points. 4. See manufacturers references for requirements for cutting the web. Do not notch or cut either the top or bottom flange. GLUED LAMINATED WOOD MEMBERS 1. Glued laminated wood beams shall be Douglas Fir, kiln- dried, stress grade combination 24F -V4 (Fb =2400 psi) for simple spans and 24F -V8 for cantilever and continuous spans. 2. Fabrication shall be in conformance with ANSI /AITC A 190.1 -92 and ASTM D3737-01B. 3. . Provide 2000 foot radius positive camber. 4. AITC stamp and certification required on each and every member. WOOD I- JOISTS 1. Joists by Truss Joists /MacMillan or approved equal. 2. Joists to be erected in accordance with the plans and any Manufacturers drawings and installation drawings. 3. Construction loads in excess of the design loads are not permitted. 4. Provide erection bracing until sheathing material has been installed. STEEL CONSTRUCTION 1. Structural steel shall be ASTM A992(wide flange shapes) or A53 -Grade B(pipe) or A36(other shapes and plate) unless noted otherwise. 2. All fabrication and erection shall comply with AISC specifications and codes. 3. All welding shall be as shown on the drawings and in accordance with AWS and AISC standards. Welding shall be performed by WABO certified welders using E70XX electrodes. Only pre - qualified welds(as defined by AWS) shall be used. MASONRY 1 . Construction shall meet the requirements of Chapter 21, IBC, 2003 Edition. • Special inspection is not required. • All concrete block masonry shall be laid up in running bond and shall have a minimum compressive strength of fm = 1500 psi, using Type "S" mortar, fc = 1800 psi. 4. All cells containing reinforcing bars shall be filled with concrete grout with an fc = 2000 psi in maximum lifts of 4' -0 ". 5. Bond beams with two #5 horizontally shall be provided at all floor and roof elevations and at the top of the wall. 6. Provide a lintel beam with two #5 horizontally over all openings and extend these two bars 2' -0" past the opening at each side or as far as possible and hook. 7. Provide two #5 vertically for the full story height of the wall at wall ends, intersections, corners and at each side of all openings unless otherwise shown. 8. Dowels to masonry walls shall be embedded a minimum of 1' -6" or hooked into the supporting structure and of the same size and spacing as the vertical wall reinforcing. 9. Provide corner bars to match the horizontal walls reinforcing at all wall intersections. 10. Reinforcing steel shall be specified under "REINFORCING STEEL ". Lap all reinforcing bars 40 bar diameters with a minimum of 1' -6 ". z • z 1,4 O 0 • 0 w= i- U w w g -J w= d = W z �. I-0 w U C) o I- w w ki Z o� z 11. Masonry walls shall be reinforced as shown on the plans and details and if not shown, shall have one #5 © 48" OC horizontally and vertically. 12. Embed anchor bolts a minimum of 5 ". GENERAL CONSTRUCTION 1. All materials, workmanship, design, and construction shall conform to the project drawings, specifications, and the 2003 International Building Code. 2. Structural drawings shall be used in conjunction with architectural drawings for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify the architect of any discrepancies prior to construction. Discrepancies: The contractor shall inform the engineer in writing, during the bidding period, of any and all discrepancies or omissions noted on the drawings and specifications or of any variations needed in order to conform to codes, rules and regulations. Upon receipt of such information, the engineer will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the contractor. The contractor shall provide temporary bracing as required until all permanent framing and connections have been completed. 4. The contractor shall coordinate with the building department for all permits and building department required inspections. 5. Do not scale drawings. Use only written dimensions. 6. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the architect and the structural engineer. Contractor initiated changes shall be submitted in writing to the architect and structural engineer for approval prior to fabrication or construction. 8. All structural systems which are to be composed of field erected components shall be supervised by the supplier during manufacturing, delivery, handling, storage, and erection in accordance with instructions prepared by the supplier. 9. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences, or procedures required to perform the work. 10. Shop drawing review: Dimensions and quantities are not reviewed by the engineer of record, therefore, must be reviewed by the contractor. Contractor shall review and stamp all shop drawings prior to submitting for review by the engineer of record. Submissions shall include a reproducible and one copy. Reproducible will be marked and returned. Resubmittals of previously submitted shop drawings shall have all changes clouded and dated with a sequential revision number. Contractor shall review and stamp all revised and resubmitted shop drawings prior to submittal and review by the engineer of record. In the event of conflict between the shop drawings and design drawings /specifications, the design drawings /specifications shall control and be followed. z • z JU O 0 0 tu J = � w w 2 g< • a = ? �- ZO w • w U � 0 (12 aI- w w IL. ▪ 16 w z U = z .1lisport Engineering, Inc. 0501.81st Ave SW �'ashon, WA 98070 ;206)463- 5311(p) 206) 463- 2578(f) Ilisportl @aol.com(email) Vertical Calculations 1. Z 6 J 00 (0 o LU J W gQ D � Z F=-. ' .HO Z I--, uj O ‘&, E- WW H - O Z ' N ; O z Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 LL / 25x l Copyright 2004, Ellisport Engineering, Inc. CHECKED BY PROJECT 11.,11 (.ei:n)rk.. JOB NO, FIGURED BY DATE / / SIIEET OF fiat 4t v..) `T�l�c� D�'9cv. HE B,- AGILarS A sP1c64 a 3nlr cc. ��+G•� W/ Sttos 1b 32" pc'T 2.47 W QQ � J U 0 N 0 WI —1 F. U) O W L a = W Z � O Z F-- W O U c o 0— CI I- Ui uj O w Z O co .z N C! m y O 1;0 0.8 C s 0.6 3 4 6 8 - 12 on on on on on 12 12 12 12 12 I 11 i 1 • j I I. f 0.4 Unobstructed Slippery Surfaces \ — with R 30' (5.31 for Unventilated Roofs 0 —= or R � 20* (3.5 for Ventilated Roofs * • KKn I I 1 I 1 30° 60 ° Roof Slope 7 -2a: Warm roofs with C, -c1.0 All Other Surfaces 90° 0 3 •4 6 =8 12 on on on on on 12 12 12 12 12 30° 60° Roof Slope 90° a 4 . 6 8 12 on on on on on 12. 12 12 12 12 11.I 1 I 15°\ -- Unobstructed Slippery Surfaces 7-2b: Cold roofs: with C1 =1.1 7 -2c: Cold roofs with C =1.2 FIGURE 7 -2 GRAPHS FOR DETERMINING ROOF SLOPE FACTOR C, FOR WARM AND COLD ROOFS (SEE TABLE 7-3 FOR C, DEFINITIONS) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR I t HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. All — Other Surfaces 30° 60° 90° Roof Slope Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, \VA 98070 (206) 463-5311 Copyright 2004, Ellisport Engineering, Inc. PROJECT JOB NO. CHECKED BY FIGURED BY DATE SHEET OF J U U O ' N D J CH N u W O } g D u. = d. Z � O Z 1— W uj U m O -, O I— . W W u. g * w Z U - � O ~ z Ellisport Engineering, Inc, 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 Copyright 2004, Ellisport Engineering, Inc. PROJECT JOB N0. CHECKED BY FIGURED BY DATE SHEET OF Z � QQ W 00 co o W = J H CO u. W O J I _ Z 1 -O Z I— W D • p' O N . O 1— WW • U Li- iii Z. U co 0 Z • Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, \VA 98070 (206) 463 -5311 2 eatittiEcntzes e A038 c'" 8e7,,oct.) 4M 11 ` ti • • 5 611 4 6 k . 3 1 1 Copyright 200.1, Ellisport Engineering, Inc. C c 64( 6 16. 11 644. 4 3 fra.kkArAfrfiep CAP.= - ,/ /C. / / a PROJECT JOB NO. FIGURED BY CHECKED BY G K • f R4ctt>vr Be-Ado/44 DATE SHEET OF /a'3 21,"+ E ,��r Z3 I/ --sat , W 1 424- Q. ? : .d 4,4C,14Crs -ripe / goroiN ©gd / I boaters .� �J .. r (.4C' cr rt, h 7 (11"3:' ef AI % 3 5) / /e•' socyt' vim Ellisport Engineering, Inc. 20501 81st Ave W Vashon, WA 98 0 (206) 463 -5311 . ) (206)'463 -2578( ellisportl @aol.c C onstruction Sketches Z iF Z re W ` 6_ ,J U 00 . co co I co IL W O g co I F- _ . Z n 0 O - W W — O Luc, Z 0 z 0 Cr) ru Laoam• co 5 0" SCALE: 3/4" = ELEVATION VIEW SCALE: 1/16" = V -0" 0 TO CR)ON& DESION(O M THEPROPERTY OF RAINIERROUSTRl6. LTD.MLOID PROTECTED SY FEDERAL COPYRIGHT LANS. ANY HFPROOUCTION OR CONSTRUCTION OF A DISPLAYPROOUCT SAMARTOTHE DECIDED MEREM O EXPRESSLY FOREDOOM &MID SUCH CONSTRUCTION OCCUR. RAINIER NOU81RE8 MOUE A WARM OF 11000.00 N COAPOIBATRON FOR THE THE AND EFFORT N CREATER1 EACH NDNDUN. DESION(D). ALL MOMS RESERVEO —NEW AWNING NEW AWNING END VIEW SECTION VIEW SCALE: 3/4' = 1 -0" I Rainier Industries LTD 164S ClYTANC AVE S TIMM& WA MO 1 143SWM/00 FAX(42Si-0 S! WOOD STRUCTURAL RENDER I/NNI D_ MET AL SIDING ATTACHMENT DETAIL SCALE: NTS www. RalnlerIndLa6lea.00rn 17700 WEST VALLEY HIGHWAY TUKWILA, WASHINGTON 98188 I 1 1 1 1 1 I I 1 1 1 1 1 I I l I 1' AWNING rRAI4E TUBE A14 HEX HE TEN SCREW 2 /1 x MIME 2 XE T O EVERY 16' DL) 2- EAS/16"LAG BETS 1' PENETRATION INTO WOOD STRUCTRRAL RENDERS 141cE I— WEST VALLEY HIGHWAY SITE PLAN SCALE: 1/32" = 1 -0' I..�WrTIM WOODS (�..� UNITED RENTALS INC �.� (2) WEDGE AWNINGS W /TRUSS 1 .Nm. N.AO 2 1 I o..R Kwrl NOTES: — MATERIAL FINISH: MILL FINISH — FABRIC: SIGNMASTER COLOR: SEE PRESTON — GYMP: MATCHING — LIGHTING: FLOURESCENT — FABRIC ATTACHMENT: STAPLE SPECIAL: — MATCH EXISTING AWNINGS — REVERSE CUT VINYL GRAPHICS — SHADOWLESS TRUSS — DIRECTLY BILL ELECTRICIAN TO CLIENT — PERMIT COST IS IN ADDITION TO QUOTE L07.22.04 I I NWOICD BiG ^LM• 1: 17+ 7 E71111Rsi^ :.nTI• PTA I .n.c. me 11.02.04 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (AL AS NOTEDI . a r..rs 1 OF 2 I ----- APPROX. 5' -0" 5' -0" oPYio••) A 1" SQUARE PRO —ARM USED TO SUPPORT INTERMEDIATE RAFTERS ALONG LOWER /BACK' BAR OF AWNING. ' ,In�l II IIIIIIIIIIIIII1�1IIII� IIInIIIIIIIIIII�IIIIInIIIIIIIIII�III�I�I ,,,1� III1�11111�� -���� i, 11 4 - 11 1- = iii = 11 i = iTi = iTi = ti � i = iii = i i f =11 � =1 I I IJI!I t t RAINIER • • �► Vi i► 41 el4c Akir °"40 sri 14110et Tilts ONONAL COMM) IS THE Pt10PERIY OF MACYERrCtWT11E8, LTD. AMD m PROTECOTO EY F®ER& COPYRIGHT LA W S AMY REPRODUCTION OR CONSTRUCTION OF A CAMAY FRCCIUCT 511OUIR/OTHEBABODED HERON B EXPRESSLY PORWCOOK MOULD BUGI CONSTRUCTION OCCUR. RAWER INDUSTRIES B DUE A UMW Cf ILL 1110011C0 gF�Ym COMPENSATION FOR THE THE AND EFFORT N CREATtq EAC1NO , NCIUAL DESIO POT (11.1 Icww N P -A (TY() ISOMETRIC VIEWS SCALE: 3/8 - 1' -0 Rainier Industries LTD IOW OLYMPIC AVE 8 TUKWILA WA YIN 1425)231 7% FAlg 475p31d065 PRO -ARM scALE: 3/8- - 1.-o- (7 REQUIRED) www. Ral nlertnd ustriee. can 3/4 x3/4'r.110 ALUM. TUBE 1 x 1 ALUM. TUBE 1 STAPLE EXTRUSION 1 - r1 - x.110 STAPLE EXTRUSION 1 - x2 - x.125 STAPLE EXTRUSION 1..x TIM WOODS UNITED RENTALS INC r-o� 2 WEDG NINv TR' l rwwm x11 I a ..moo. 8213621 1.. 2 1 L —.. KWTI 1.4 07.22.04 I We rrrrcwW11r.: 5OWOMIzcNIM11r. T 1: M l.n.x..4 11.02.04 I ' AS NOTED' M4 n.Q 2 OF 2 I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1 HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (FORWARD) (BACK) (DOWN) SC.YY "• _ ....s„. ^may.. !"�Ct ............ ....... .,u:.yC+G...... WOOD STRUCTURAL MEMBER . AWNING FRAME TUBE #14 HEX H TEK CREW 3 /16'THICK X 1'WIDE Z BRACKET (1 EVERY I f O.C.) 11111 � Immu mummammuaa ■ 11 ava rttummuutuum m m y • • \\ l/A 2- EA.5 /I6'LA 3' PENETRATION INTO WOOD STRUCTR[AL MEMBERS METAL SIDING ATTACHMENT DETAIL SCALE: NTS WEST' VALLEY HIGHWAY SITE P SCALE: 1/32" SPECIAL: - MATCH EXISTI \ G AWNINGS - REVERSE CUT INYL GRAPHICS - SHADOWLESS T SS` . - DIRECTLY BILL ELK CTRICIAN TO CLIENT - PERMIT COST IS I ADDITION TO QUOTE TIM WOODS UNITED RENTALS INC ( 2) WEDGE AWNINGS W/TRU S 82862 KWT 07.22.04 AN NOT • - M'TERIAL FINISH: MILL FINISH - FA:'IC: SIGNMASTER COLOR: SEE PRESTON - GYMP: MATCHING - LIGHTIN ► : FLOURESCENT - FABRIC A ACHMENT: STAPLE _AS NOTED NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OF X NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CCFSS Tech Bulletin E4.3.2 Shear in Screws The shear capacity of the screw shall be determined by test according to Section Fl(a).* The shear capacity of the screw shall not be less than 1.25 P,. E4.4 Tension For screws which carry tensile loads, the head of the screw or washer, if a washer is provided, shall have a diameter d not less than 5/16 in. Washers shall be at least 0.050 in. thick. The tension force per screw shall not exceed P, calculated as follows: P.=P./E2 (Eq. E4.4.1) P shall be taken as the lesser of P and P ,� as determined in Sections E4.4.1 and E4.4.2. E4.4.1 Pull -Out The pull -out force, P shall be calculated as follows: P t = 0.85 td F (Eq. E4.4.1.1) where't is the lesser of the depth of the penetration and the thickness, t E4.4.2 Pull-Over The pull -over force, P shall be calculated as follows: = ' t dw Fn1 (Eq. E4.4.2.1) where d is the larger of the screw head diameter or the washer diameter, and shall be taken not larger than 1/2 in. E4.43 Tension in Screws The tensile capacity of the screw shall be determined by test according to Section Fl(a) *. The tensile capacity of the screw shall not be less than 1.25 P. *Spe AIS1 Specification, 1986 ed. with 1989 Addendum B. Commentary on Section E4 E4. Screw Connections February 1993 Results of over 3500 tests worldwide were analyzed to formulate screw connection :provisions (Reference R1). European Recommendations (Reference R2) and British Standards (Reference R3) were considered and modified as appropriate. Since the provisions apply to many different screw connections and fastener details, a greater degree of conservatism is implied than is otherwise typical within this Specification. These provisions are intended for use when a sufficient number of test results is not available for the particular application. A higher degree of accuracy can be obtained by testing any particular application (Reference R4). • Proper installation , of screws is important to achieve satisfactory performance. Power tools with adjustable torque controls and driving depth limitations are usually used. Screw connection tests used to formulate the provisions included single fastener specimens as well as multiple fastener specimens. However, it is recommended that at least two screws should be used to connect individual elements. This provides redundancy, against under- torquing, over torquing, etc., and limits lap shear connection distortion of flatunformed members such as straps. For the convenience of designers, Table 1 gives the correlation between the common number designation and the nominal diameter for screws. *See Figure 1. 0 1 2 3 4 5 6 7 8 10 12 1/4 Table 1 Number Nominal Designation Diameter, d, in.* 0.0600 0.0730 0.0860 0.0990 0.1120 0.1250 0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 I ... ra 0.500 0.400 0 .0 s 0.300 0.200. 'S i 0.100 0.035 #2 Point • #3 Point . , #4 Point . . #5 Point ' 0.312 0.312 — 0.175 0.110 0210 0250 fi ;947- f- w .r .t 4x7' �,i;�F:: A N , 0.175 0.100 0 0.110 1. ,,.., :,,,,, • ;.:' ; ;b :;w,?„<�. P.,Wr • 0.175 ..... •• 1 ;dii''g.a =.,. . 0.110 0.110 Screw Diameter #8 #10 , #10 . #12 1/4" #12' 1/4" t #12 • Screw Fastening Systems Self- Drilling Screw Selection Guide 5.2.1 Drill Point Selection Drll Flute Top Material to be Drilled Bottom Material to be Drilled Top Material to be Drilled Void or Insulation Bottom Material to be Drilled . Hole Diameter Larger than Screw Threads Top Material Void or Insulation ,Bottom Material to be Drilled The length of the MI flute determines the metal thick- ness that can be drilled. The flute Itself provides a channel for chip removal during drilling action. If it becomes completely embedded in , drip chips will be trapped in .the flute and action will cease. This MI cause the pointb m up or break. riling Capacity —.MD- Applications (Steel to Steel) V/17/././/77/77/7//. i // / / / / // / // / / / //i /Z./7/7/1////ZZ ■ //7 /7 /77/77/7/, i 7 Z/ZZ/Z/Z/i / ///71 Point Length The unthreaded section from the point tote list thread should be long enough b assure the drilling action is complete before the fast thread engages the drilled • metal. Screw threads advance at a rate of up b ten times faster than the drill flute can remove metal. All drilling therefore • should be complete before threads begin to firm. Total Thickness to be Drilled T 1 PEI I &MI Total Thickness to be Drilled T Total Thickness to be Drilled IMling Through Wood to Metal If your application calls for drilling through wood over 1/2" thk:k, a clears ce hole . is required. Select a fastener with breakaway wings for this type of job.The wings . wiil ream a dearance hole and break-off when they contact metal surface (minimum metal thickness 0.090 ") to be drilled. ilmged amer Note: The above chart covers the HIM standard self- drilling screw program. For Information on specialty fasteners (Kwik Seal, wing reamers, etc.), contact your HIM representative. Shaded area represents optimal drilling range. 1. #1244 point winged reamer fasteners have a maximum drill capacity of 0.220 ". 2. 1/4" y4 point winged reamer fasteners have a maximum drill capacity of 0.250 ". US: 1-800-879-8000 / www.us.hiltl.cam I Product Technical Guide 2002 I Canada: 1-800-363-4458 www.ca.hilti.com 52 193 z • z re W QQ � W i O O 0 W = t-- W 0 } g J � N = W F- Z �. I- O W U� 0— I- W u- LLI U = O t^ z I PI nedmil Bliikibilt 00 Afumkxm Sheet Meth 1/32 in decimal pa tan inch) 000000 0.046 0.5800 - 00000 0.5165 - 0000 • 0.4600 0.4062 000 � 0.4096 0.375 00 0.3648 0.3437 0 0.3249 0.3125 1 0.2893 0.2812 2 0.2576 0.2656 3 0.2294 0.2391 4 0.2043 0.2242 5 0.1819 • 0.2092 6 • 0.1620 0.1943 7 0.1443 0.1793 8 = 0.1285 0.1644 9 0.1144 0.1495 10 0.1019 0.1345 11 I 0.0907 0.1196 12 ' i 0.0808 0.1046 13 0.0720 0.0897 14 0.0641 0.0747 15 0.0571 0.0673 16 0.0508 • 0.0598 17 ` 0.0493 0.0538 18 i, 0.0403 0.0478 19 l 0.0359 0.0418 20 • 0.0320 0.0359 21 I 0.0285 0.0329 22 ' 0.0253 0.0299 23 0.0226 0.0269 24 0.0201 0.0239 25 0.0179 0.0209 26 0.0159 0.0179 27 0.0142 0.0164 28 1 0.0126 0.0149 29 0.0113 .0.0135 30 0.0100 0.0120 31 0.0089 0.0105 32 0.0080 0.0097 33 0.0071 0.0090 34 0.0063 0.0082 35 0.0056 0.0075 36 0.0050 0.0067 37 0.0045 0.0064 38 - 0.0040 0.0060 Fraction (p.) nedmil Bliikibilt 00 1/64 0.015 1/32 0.031 3164 0.046 1/16 0.062 ' 5/64 0.078 3/32 0.093 7/64 0.109 1/8 0.125 9/64 0.140 5/32 • 0.156 11/64 . 0.171 3/16 . 0.187 13/64 0.203 7/32 .0.218 15/64 . 0.234 1/4 0.250 . Number of .Ga " Oedipal (II 46 0.138 #8 0.164 #10 0.190 #12 0.216 • #14 0242 maxim 52 52.1 Drill Point Selection (Continued) 522 Thread Selection Conversion Tables • Metal Wage 194 Fraction to Decimal Screw Wire Gauge Self- Drilling Screw Selection Guide Thread Length Always drowse a fastener with sufficient threads to fully engage in the base metal. For attachments to 1/4" base steel, a self - drilling screw should have at least 1/4" of threads. his helpful, but not critical, that the threads also engage in the material being fastened. The head of the fastener provides the bearing force for the material being fastened, while the threads provide the damping force in the base material. . Thread Pitch The thickness of material being fastened and diameter of the screw deter- mine the type of thread pitch to be used. In general, the thinner the fastened materials, the fewer the number of threads. The thicker the material, the greater the number of threads. This principle is due to two primary methods of thread engagement/holding power. Clamping and Threading. In light gauge metal, the materials are actually being clamped together by the upper and lower threads. . Screw Fastening Systems Clamping . - Material Being Fastened - Base Material Threading Clamping Thinner base material requires a coarser thread pitch to assure proper damping. The thicker the material, the finer the threads must be. In very thick metal (3/8" - 1/2" thick), a tine thread is advisable. This will allow the thread to tap into the base material with less Installation torque than a coarse thread. . Thread Engagement US: 1-800-879-8000 / www.us.hliti.com I Hitti ProductTechnical Guide 2002 I Canada:1 -800- 363 -4458 / www.ca.hilti.com Screw Fastening Systems self- Drilling Screw Selection Guide X 5.2.3 Head Style Selection HWWHMNH HaxWasher Heed/ High Hex Washer Head: Nastier face provides a bearing • surface for the driving acids. 5.2.4 Sealing Criteria The Kwik Seal sealing screws otter weatherproof fastenings where moisture or condensation Is a factor. The integrated washer/head design seals the hole to prevent moisture from • dripping into the fastener threads, reducing corrosive build -up. As added protection against corrosion, all Kwik Seal sealing screws come standard with Kwik-Coteimating. The torque iordrol and adjustment of the Kwik- Tapper electric screw- drivers help ensure that the optimal seal Is applied. 5 2.5 Lengti>I Selection PPH Phelps Pan Head: Conventional heal *irgenaI applications and provides low profile fastening. 'Length of the screw (L) flepending one ,there are two ditrent rewaysb measure the ward length fffAitio HWH, PPH screws venal length is measured from the bodom of the Tiler under the head tote point of the screw. PMA1, PFH screws overal length is measured from the top of the head to the ?old of the screw. zu If you underdrive, the compression ring design results in a law torque seal. US: 1-800-879-8000 / www.us.hIIti.com I HIM Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hlth.com ii PFH • Philp FbtHead: Used primarily in wood to countersink and seat flush without splintering the wood. If you overdrive, the compression ring, outer skirt, and rugged washer • prevents spinout and the one -piece head design completely eliminates the possibility of washer inversion. MIL.'7�1 PWH Philips Water Head: Large head provides the bearing surface necessary to seat flush in . soft materials. If you angle- drive, the design of the fastener head, outer skirt, and compression ring, along with the special washer, still helps provide a positive seal. " Maximum thickness fastened (NF) The maxknum tidiness listened for al mews isthe length of the threads reduced by the *st three threads (embedment in the base material). See drawings bebw. • The maximum thic cress fastened ( F) describesthe mwdmum thidoress of the atbdmerds to be secured to the base material. 5.2 195 C!tli� +.i �uycl6f.. l��?' 3''!: nn' �ry�c4�7P{,: 6TruA' Y. dR.' h: 5; .*+In7.4VMrnroYt!V.J /W!.w' M � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 07 -05 -2005 KEVIN TERRELL 18435 OLYMPIC AV S TUKWILA WA 98188 RE: Permit No. D04 -424 17700 WEST VALLEY HY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has.been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/23/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Brenda Holt, Permit Coordinator Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. xc: Permit File No. D04.424 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 431.3670 • Fax: 206 December 20, 2004 Mr. Kevin Terrell 18435 Olympic Avenue South Tukwila, Washington 98188 Dear Kevin: Sincerely, Stefa a Spencer Permit Technician encl xc: File No. D04 -424 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D04 -424 United Rentals —17700 West Valley Highway - Awnings Fire Department : Al Metzler, at (206) 575 -4404, if you have questions on the following: If you have any questions, please contact me at (206) 433 -7165. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 Fire Department. At this time, the Building, Public Works and Planning Departments have no comments. 1. Please provide complete information on application form under "Fire Protection /Hazardous Materials." Is the building sprinklered? 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 wade in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z Z w QQ = J U 00 u) 0 J � LL w 2 u. = W Z • I—O Z I— LL! w ON O W 0 tL O Z w U = : O~ z DATE: CONTACT: RE: ADDRESS: City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS December 7, 2004 Kevin Terrell United Rentals 17700 West Valley Hwy Planning Division has approved the above permit application with the following conditions. 1. Separate sign permits are required for the placement of any signs on the proposed awnings. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 44;31414Gi.i i:Y:a :`s.:+aSF,�. James Dunaway City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 -2544 Mr. Dunaway; Best Re Kevin Terrel Engineering Coordinator Dave Taquino Awning Division Manager R ECEIVED FEB 2 3 2005f D M o � PMEM r Rainier Industries, Ltd. 18435 Olympic Avenue South Tukwila, Washington 98188 ,, . A few weeks ago you and I spoke about our need to have a specific welding inspection done for the awning we installed at the United Rentals at 17700 West Valley Highway. Your concern was that we do not have a certified welding shop at Rainier Industries, Ltd. However, as we discussed, our welder is a WABO Certified welder. Rainier Industries Ltd. 800.869,7162 425.251.5065 fax 18435 Olympic Avenue South, Seattle, Washington 98188 USA www.rainierindustries.com Welder Program The Welder Certification Program is a program of the Washington Association of Building Officials (WABO). The Program was developed in response to a need, expressed by a number of jurisdictions and quality control agencies in the State of Washington, for a uniform method of determining qualifications and testing procedures for certification of structural welders, welding operators and tackers. The program is designed to assist local jurisdictions in meeting their obligation to assure that qualified welder services are being used, and to provide long -term monitoring of approved welding testing agencies to assure continuing quality control. The program is intended to provide building departments with the means to meet the obligation imposed on the building official to ensure conformance with the Uniform Building Code. The voluntary certification program is designed to provide a means of documenting welding and testing qualifications and competency in structural welding. The following is a list of materials on the welders certification program for downloading (click on the name): Recent Changesto WABO Standard 27 -13 WABO Standard 27.13 WABO Testing_Agencies Welder Certification Forms Program Technical Inquiries http: / /www.wabo.org /Welders /Welders.htm Agency Welder Program Forms FAQ "Leading the way to excellence in building and life safety." _ Welder Certification Program Summary of Changes and New Pages to Insert Effective January 2005 - Welder Certifications must be renewed within 60 days (was 6 months) - DO NOT LET YOUR CARD EXPIRE (11/04) "WABO Welder and Welding Operator Performance Qualification Standard" (This is a 73 page document and may take several minutes to download) A list of approved testing agencies that meet all requirements for certification as prescribed in WABO Standard No. 27 -13. Welder Certification Program bulletins and forms are provided as policy and procedure supplements to the "WABO Welder and Welding Operator Performance Qualification Standard ", Standard No. 27 -13. Welding Performance Standard Technical Advisory Task Force will review inquiries as outlined. Page 1 of 2 2/21/2005 PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -424 DATE: 12 -21 -04 PROJECT NAME: UNITED RENTALS — AWNINGS SITE ADDRESS: 17700 WEST VALLEY HIGHWAY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #_afterrbefore permit is issued DEPARTMENTS: 'I ( AN& iZOt Building Division ❑ Fire Prevention ® Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -23 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: TUES /THURS ROyyTING: Please Route LR' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY DUE DATE: 01 -20 -05 z • z re w QQ = JU O 0 W = 2 u w 0 = w E- ' 1- 0 Z 1— w U D O - O I— wW LLO .. Z w — • I O F- z ACTIVITY NUMBER: D04 -424 PROJECT NAME: UNITED RENTALS SITE ADDRESS: 17700 WEST VALLEY HIGHWAY X Original Plan Submittal DATE: 11 -29 -04 Response to Incomplete Letter # Response to Correction Letter # Revision #_afteribefore permit is issued DEPARTMENTS: A 10)0 12 -5 - 0 1 f Building nlvision [T Fire Prevention Public Works L Structural ❑ �.nll q p r+ ►. z�.o PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 511 c(- ot,X`et DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -30 -04 Complete Documents /routing slip,doc 2 -28.02 Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division 5 Permit Coordinator yr Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -28 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /.2 %240 -0 it 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.tuktvila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through time mail, fax, etc. Date: c F_, 1,‘ 1 1-404 Plan Check/Permit Number: D04 -424 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: United Rentals - Awnings Project Address: 17700 West Valley Highway Contact Person: Kevin Terrell Phone Number: Summary of Revision: ) "es c, tS seizApa I-xrc - . 2 .� 1-6) + 11-tEZE WALL, P:e. C.14-(PAI T, SL - ^) ()AT ER i lam. . ' i l-1 { oisuz.e. Ti-€.- zN i .b.44;.zs . Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 42 '0 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED OITV OF TI 1KWII A LTR # DEC 2 1. 2004 PFRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision <=c4S bb4- 4z4 '•'n a/2:4;: . nweii :: t5 . l u.i,3.C.1 n'itr:.t', w aaiA &Si,"4.1 F625-052-000 (8/97) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 LO 4 • r • END VIEW ELEVATION VIEW SCALE: 1/16" _ 1 •_0„ ,~ THIS ORIGINAL DESIGN(S) IS THE OF LTD AID IS PROTECTED BY COPYRIGHT LAWS ANY REPROOIJCTION OR CONSTRUCTION OF A OSSPLA PROs JCT S JAR T t O TPE E OOED HEREIN IS EXPRESSLY FORBIDDEN SHOULD SUCH CONSTRUCTION OCCUR. RAIMBt INDUSIRIES IS DUE A OF S1000 OD AS COMPENSATION FOR THE TIME AND EFFORT N CREATING EACH IP4DIWIDUAL DESIGNISt ALL RIGHTS RESERVED • I SECTION VIEW . V - - C Rakier Industries LTD ,8435oL � AVE S ( 1 -1 I ?!S2 iFAXt 51 -5085 w ■ • •L . It Pin maw approval is subject to errors and omissions. the violation of construction of an ...,� does not a�Ahor�e Y • Dods or ordinance, Receipt of approved " a . conditions is acknowledged: 1 aJILDING Otyt1l*wIIa r f / V' :i! • � ; ; r !:� - . r-• r— J S T -' , \\\\ \\\\ 17706 WE -- 1 - `✓AI_l.'_Y HICFI'.fJay iUK`!,'ILA, WASHINGTON 98188 0° 000000100 RUM= _No eh tinges shall be made to the aeope cf #h ap, i _ y ass ��^r roval of : :• : au thng Div Jon. Revisions III ul _ a E '.B- R : 5' ::-c x - . • e.' �' P Z-VF' ..r' ATTACHMENT DETAIL MICE CM v r _ Wit S Y- _• T " A . 3 i EST VALLEY HIGHWAY SITE PLAN = x~ �t 82862 - L � 7 T If T - N' L.T -- �; . : L - L!C 4 C F =- F • L t r c `- 1 . . 3 t• .� C �v \*\ r` ' u . SEPARATE PERMIT REQUIRED FOR We Mechanical E!ect*ic: ! city Of Tukw;p BUILDING DIVISION I . C `ice I • • -�' i'r c. G j Ste _ • / * s „ •.._ • i - . 1/4 . r I I \ C • v \/ • RECEIVED r n-re (-w TI CRA1 411% K WT t ca- 0 7.2 2.0 4 PERMIT i Er •\ • v • . . V_.' . " ,.� - • i '-. ■i I i TIM WOODS UNITED RENTALS INC ZLwEcGE AWNINGW/TRUSS ! E �,•�s`n : 1 1 . 1 5.04 ; AS NOTED C _ `� ..a I C- If"' ` S T S 4, _ OF 2 • I = i( -CCA.:* •s• 1 0 1 , S•‘•*.i0r „ „1 1 111P THIS ORIGINAL DESiGN(S) IS THE PROPERTY OF RAtiiER INDUSTRIE& LTD NC IS PROTEe11WBY FEDERAL COPYRIGHT LAWS ANY REPRODUCTION OR CONSTRUCTION OF A WRAY PRODUCT SIMILAR TO TIlE BVIBODIED I HEREIN IS EXPRESSLY FORENDOEN SHOULD SUCH CONSTRUCTION OCCUR RAINIER INDUSTRIES IS DUE A MINIMUIVI OF $1000 00 *s COMPENSATION FOR THE TIME AND EFFORT IN CREATING EACH INDIVIDUAL DIESIGN(S) ALL RIGHT'S RESERVED • 18435 OLYWPIC AVE S TUKWILA. VVA 981/18 (1-1 I 01001411111-7162 F AX 4425051 4:1116 PRO-ARM SCALE: 3/8" - ISOMETRIC VIEWS Rainier industries LTD . c „ (7 REQUIRED) RAINIER wwvv_Rainierinclustries_corn 170 1•2.14 TIM WOODS UNITED RENTALS INC WEDGE AWNINGS IN/TT I LC' e :*.. Loadri Kva 07.22.04 1 Va. k r i •C 7 / 4 X_A ,." 4 f7 X - • • ?• . 17 X " X . AZ t . • . i.. 7 S L _ ; FY- • p • S E ( -- -- --- :T__. •- c:h_co'dwi y - • ,- 1.-1 ;1 • si.L. ',II fir •, OED 3 O700 FIECevED CITY OF TUKWILA NOV 2 2064 PERMIT CENTER 4"5":•°sch Nowt 3 140 11.15.04 I AS NOTED ‘kAler 2 OF 2 •