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HomeMy WebLinkAboutPermit D06-322 - Sidhu Homes - New HouseSIDHU HOMES, INC 4620 S 148 ST D06 -322 Parcel No.: 0040000702 Address: 4620 S 148 ST TUKW Suite No: City cosiTukwila Tenant: Name: SIDHU HOMES, INC. Address: 4620 S 148 ST, TUKW ILA WA doe: IBC - PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Owner: Name: SINGH GURDIP +GREWAL SUKHBIR Address: 4228 S 148 ST, TUKWILA WA, 98168 Phone: Contact Person: Name: GARY SINGH Address: 4224 S 148 ST, TUKWILA WA, 98168 Phone: 206- 244 -1900 Contractor: Name: SIDHU HOMES INC Address: 14641 46 AV S, TUKW ILA WA 98168 Phone: 206 -244 -1900 Contractor License No: SIDHUHI980NO DEVELOPMENT PERMIT **continued on next page" Expiration Date:08 /30/2008 Steven Al. Mullet, Mayor Steve Lancaster, Director Permit Number: 006 -322 Issue Date: 09/08/2006 Permit Expires On: 03/07/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A 4333 SF SFR WITH 580 SF ATTACHED GARAGE AND 362 SF UNCOVERED DECK Value of Construction: $413,719.58 Fees Collected: $6,081.38 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 006 -322 Printed: 09 -08 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 80 c.y. Fill 80 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature I hereby certify that I have read and ordinances governing this work will Signature: Print Name: doe: IBC - PERMIT City (*Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: d.tukwila.wa.us S u Khht( C- ,re&L\ Steven M Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -322 Issue Date: 09/08/2006 Permit Expires On: 03/07/2007 Date: PSI, [U8 it], his permit and know the same to be true and correct. All provisions of law and with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating consjrylction or the performance of work. I am authorized to sign and obtain this development permit. Date: Oci IDS:1bt:o 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. D06 -322 Printed: 09 -08 -2006 CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOP 63C3 Cs ;UTHCENTER CLVD. 1UKWILA, WA 5.;188 PERMIT CONDITIONS PERMIT CENTER Parcel No.: 0040000702 Permit Number: D06-322 Address: 4620 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 08/18/2006 Tenant: SIDHU HOMES, INC. Issue Date: 09/08/2006 1: ***BUILDING DEPARTMENT CONDITIONS "' 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final Inspection approval is granted. 5: 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 Inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum doc: Conditions D06 -322 Printed: 09- 08-2006 CITY OF TUKWIVA QEPT. OF CC`.''.'.0 ? :ITY DEVELOPMENT 6;E - :_, J i t ;. ;INTER BLVD. 7u ,:yyiLA, WA 93158 distance of 4- inches shall be maintained above the controls with the strapping. 19: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** `'PERMIT CENTER' 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: 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). 18: 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. 20: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 21: ***FIRE DEPARTMENT CONDITIONS*** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15 %. 26: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. • *continued on next page** doc: Conditions 006 -322 Printed: 09 -08 -2006 CITY OF TUKWIu DEPT OF CC "', :U,:TY DEvrLOPMENT 6360 C J HC Th 7LR CLVD. TUI...,LA, V.A LiTh3 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: C Print Name: SU CV 11 C o ce1W Qk doc: Conditions PERMIT CENTER1 Date: Og ( I cr? D06 -322 Printed: 09 -08 -2006 King Co Assessor's Tax No.: OC 00 (2– cm-p-z- 46 /92, 12 . Tvk cud LA - c i a geSuite Number: Site Address: Tenant Name: Property Owners Name: S /DN Ohl PS 2 Mailing Address: 4/Q4 ni SU. 1Y2 .SI Name: Ga scini Mailing Address: City State Zip Gaid SAA 2 e ea...,...,4,4k# Fax Number: 2 ° & – 9 3 - g kr E-Mail Address: [ GENERAL CONTIRACF011 INFORMATION - , - F, (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: StDHO 4.10,,.. a im c Mailing Address: 4- A,k L A City Day Telephone: Fax Number: Expiration Date: r ARCHITECT OE'RECORD. ,.'44.11 plans must be wet stamped by Architect OfEeeard Contact Person: E-Mail Address: Contractor Registration Number: S lat.io H p 0 (sin Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name: biAdvey A Mailing Address: 31 a' al fell 51 Ave- SE- Contact Person: 6)- E-Mail Address: CITY OF TUKWILA Community Devdopmen‘o4partrnent Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cttukwila.wa.us Q: ApplicationAThmts-Applicetione On Linel3-2006 - Permit Application doe Revised: 4-3006 bh 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" '/ 2L 1 ) Sisk g ft) a sit-. 6-mi SALA' - Di1/4■ 1 1(11... c b-eki5In it S- (9S r+ • S kt cievyf rju Ai) La Day Telephone: Qo,_ 0 City City New Tenant: Floor: [J .... Yes 0 „No State Zip jjq 9 eat State Zip 2-4 orai‘k—P100 oes 7 atm e 414 al State Zip Day Telephone: 2 It ES -0/ 92- Fax Number: { ENGINEER OF RECORD - All plans must be wet stamped by Engineer orRicord 4444•1“1 City Day Telephone: Fax Number: wet — 1'1672- State Zip 263- 93 -/375 Page I of 6 Valuation of Project (contractor's bid price): $ o .10 000 Scope of Work (please provide detailed information): Existing Building Valuation: $ Cf� Will there be new rack storage? ❑ ..Yes CNo (If yes, a separate permit and plan submittal will be required) ovide All Building Areas in Square Footage Belo I Floor 2 Floor 3 Floor Floors Base Accessory Structure *, Attached Garage Detached Garage Attached Carport Detached; Carport overed Deck Uncovered Deck Existing Interior Remodel Addition M 2.531 t8 o -3 S80 36,2 'ype nSttitetioh slick ea &!k /r /1 rr Type of ancy per rr 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): 1626 Floor area of principal dwelling: 2S 31 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: Z Compact: Handicap: Will there be a change in use? ❑ ....Yes ® ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ®..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 1521..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. 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. Q:Uppliulions\Forms-Applications On LineV -2006 - Permit Application.doc Revised: 4 -2006 bh Page 2 of 6 'PUBLIC WORKS INFORMATION - 206433 -0179 . Scope of Work (please provide detailed information): Nook f I. it Edda III ((H I i �. a '5 -L {*c� cxl4 inili Fr 449. ih.s►tellr0L i�*.e.,iy 54 PA I- 46 /4 So. /9REs' J'ef J /a,..- AG,;, G',. flex /. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑...Tukwila ✓[�... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑...Sewer Use Certificate & ValVue ❑... Sewer Availability Provided Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size —22" x34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of- -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance 1l...Const ruction /Excavation /Fill- Right -of -way, Non Right-of-way Y ❑...Total Cut SO cubic yards ❑ ...Total Fill 50 cubic yards ❑...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ' ❑ ...Permanent Water Meter Size... " ❑...Temporary Water Meter Size.. " ❑...Water Only Meter Size " ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private Q:\Appiica6Mn'Ponn,.Apptic.tions On LineV- 2006 - Permit Applic.tion.doc Revived: 42106 bF Call before you Dig: 1- 800424-5555 ❑ .. Highline ❑.. Renton ❑...Seattle ❑ .• Approved Septic Plans Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Renton ❑.. .Deduct Water Meter Size 0—Traffic Impact Analysis ❑... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: 1 I a City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit T e: Qty ;t Unit Type: Qty. ,UnitType:. Qty Boiler/Compres Qty Fumace<IOOK BTU ' Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 1 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 I Water Heater I 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 - Command Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: 3581- q VA sr: a -c 541 Contractor Registration Number: Pekay col - 098o23 City State Zip Day Telephone: ZS3 - - 797- 13) Fax Number: L53 Si 5 g9 75 Expiration Date: 0 Valuation of Project (contractor's bid price): $ eta, 2 Scope of Work (please provide detailed information): .s''3 /e - - g"' 'fie'' Coh4 iYSC ti sF Use: Residential:' New ....Er Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas „Er Other: Indicate type of mechanical work being installed and the quantity below: Q:Upplicnions\Porms- Applications On Linc'3 -2006 - Permit Applicationdoc Revised: 4 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 3 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets / Bidet Food-waste grinder, commercial I Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks 4 Dental unit, cuspidor Shower, single head trap I Urinals Dishwasher, domestic, with independent drain 1 Lavatory Water Closet Building sewer or trailer . ark sewer Rain water system — per drain (inside building) Water heater and/or vent i In. ustrial waste pretreatment interceptor, Including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: itos4 lws. Mailing Address: 007- int-IE. gale 1) Contact Person: E-Mail Address: Delve Pegs f. Contractor Registration Number: Feosr Poll LH. Valuation of Project (contractor's bid price): $ 7 500 Q: \ Applications \ Forrns-Applicstioni On LineU•2006 - Permit Appliation.doe Revised: 4-2006 bit e i 8 a.:7 a e 54 p i le Pct., : L eri....41,1 toutk. Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: City State Zip Day Telephone: 0,3 Ws- EVS Fax Number: tns Expiration Date: /a o 2 0 a 6 Page 5 of 6 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: 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). Ct, 2D,P Z /A✓GH Mailing Address: 7 22 9 sc4/ Pig a if Date: °C I I r/ 6 Day Telephone: 2 - a 5 • To no, cA tog - TM' State Zip City Date Application Expires: 02 4 is Date Application Accepted: VO I �� f di Q:Applicatiom\Fama- Applications On LineV -306 - Permit Applic.tion.doc Revised' 43006 bh Page 6 of 6 RECEIPT NO: R06 -01409 Initials: JEM Payment Date: 09/08/2006 User ID: 1165 Total Payment: 3,963.64 Payee: SIDHU HOMES, INC. SET ID: 0908 SET NAME: SIDHU SET TRANSACTIONS: Set Member Amount D06 -322 A, 3,545.14 M06 -182 30.00 PG06 -122 388.50 TOTAL: 3,963.64 TRANSACTION LIST: Type Method Description Payment Check 1012 3,963.64 TOTAL: 3,963.64 ACCOUNT ITEM LIST: Description BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE SET RECEIPT Amount Account Code Current Pmts 000/322.100 3,411.14 000/322.100 88.00 000/322.100 30.00 000/345.830 12.50 000/322.100 288.00 000/342.400 37.00 000/345.830 23.50 000/342.400 69.00 000/386.904 4.50 TOTAL: 3,963.64 9525 09/11 9716 TOTAL 3963.64 RECEIPT NO: R06 -01293 Initials: JEM Payment Date: 08/18/2006 User ID: 1165 Total Payment: 2,615.24 Payee: SIDHU HOMES, INC. SET ID: S000000541 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D06 -322 8 2,536.24 PG06 -122 79.00 TOTAL: 2,615.24 TRANSACTION LIST: Type Method Description Payment Check 1718 2,615.24 TOTAL: 2,615.24 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT Amount Account Code Current Pmts 000/345.830 2,296.24 000/322.100 250.00 000/345.830 69.00 TOTAL: 2,615.24 8789 08/18 9710 TOTAL 2615.24 Project: el S h u '— in-inc C Type of In I N I 1 6� e4- Addr(o2o 5 l Date Called: S Instructions: Date Wanted: m C0-75- C p.m Requester: P 77 C, LV �' zyq — / 9 INSPECTION RECORD Retain a copy with permit INSPEC IO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE 06)431 -36 COMMENTS: ok _ , „re Approved per applicable codes. El Corrections required prior to approval. .. _ .a.sl f IS ❑ $58.00 REINSPECTIO F EE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ..^�... +• ..._. Project: ! <,eh 5 Type of Insp ction: no E 9 Address: Date Called: Special Instructions: Date Wanted: � m La: /07/0 7 `P.m. Requester: r4_ Ssn 4 , Phone No: 2a'o aV(t 5 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 PERMIT NO. (206)43T-3670 Et Corrections required prior to approval. COMMENTS: J Inspector: GAG) (Date: (of 1 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. (Receipt No.: 'Date: Project: Si '1 //On/ S Type of Inspection: ,e-- i / / Address: 4 /620 s /Yes/ Date Called: Special Instructions: Date Wanted: a. Requester: P " U6 - 2/4/ -/' O& El 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 •: 06)431 -367 Corrections required prior to approval. COMMENTS: s) /or / G ( '� i ce.. /L, J-1,7 , - (`Tr., 1 � // -- »0 7 /r 1 o c.- 777 -0 e kvie 5--) / 1" en-/ lit ..64 'b , x 5 ,0./yt Inspector; ` -L D.-- 7-7 $58.00 REINSPECi1ON �- REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: I Date: Project: / / /�/� Type of Inspection: Address: 9620 Sr, ire' Date Call d: Special Instructions: Die Wanted: o � S a equester: Phone No: 7�G/ -ireo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Receipt No.: INSPECTION RECORD Retain a copy with permit PERM (206)431 -367 COMMENTS: A--oe # 4 f_61t,./ 5y f AAA 4 �1 at �� '4 , A / 'W4' 4 / .-r I c,ALA, /»d cdAt `F�� jp Date: • Approved per applicable codes. El Corrections required prior to approval. Inspecto ' A V D $58, EINSPECTION F :7 EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter d., Suite 100. Call to sechedule reinspection. Date: COMMENTS: n (() 7 -:_-, A ti/G - A-1 e ,eev el/ E)rE% 1/ftWks(6( S 7 A, ✓n7isr M LAS -1 6,0 - /g X 1 //r 9 r A 7alecgle 7 Special Instructions: Date Wanted: /— 3 c p.m. Requester: Phone No: 206 -zs/y - /9t0 cm N Project: c76 HZ/ /9041fs iNl. Type of Inspection: /I244) /i/G A ess: 4 /620 S /Ye s/ Date Called: Special Instructions: Date Wanted: /— 3 c p.m. Requester: Phone No: 206 -zs/y - /9t0 INSPECTION RECORD Retain a copy with permit I PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. .00 REINSPECT! ON FEE)tEQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 60 6 3LZ PER 206)431-367 Dase -y_!�y Project: Type of Inspection: --AO Addrgss:� c /r Date Called: Special Instr " Date Wanted: /2r2 — o( Reques er: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 -3640 Corrections required prior to approval. r �- C o $58.0 i INSPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Projtc 5,14/./ Type oo / i � o L // z� ° /�,l Addrre {J� Date Cail '" .�'q'�+ -Glf Special Instructions: Date Wanted: /``. 7-6g P.� Requester Phone No: /3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soutbcenter Blvd., #100, Tukwila, WA 98188 2 5pproved per applicable codes. INSPECTION RECORD Retain a copy with permit (2 6)431 -3670 Corrections required Orior to approval. COMMENTS: Co w / r° ❑ $58.00 PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: //`_ Sr, /4 ", grin) Type D off IInnspect C. i7(/ / '� _lar , ry � Add ess 6 70 ,G, / r ( �" Date Called: Special Instructions: Date Wanted: ,t / - m Requester: Phone No: t INSPECTION RECORD etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Receipt No.: COMMENTS: /1IIA111411 1,41 (411,44 r•4An (-44.-Le/ Ade • C P. Ake . r� ∎ u11S Approved per applicable codes. Corrections required prior to approval. ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: . .,r,., /. - .oh' Address rt20 47. h i g 44r Type of Inspection: D Co, a// Date Called: Special Instructions: Date Wanted: 2:-?—a4 Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -367 -- ' PERMIT It Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: $58.00 REINSPECTION FE t REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Date: 12/20/06 To: City of Tukwila, Building Division 6300 Southcenter Blvd., Suite #100 Tukwila, WA. 98188 Re: Residence at 4620 S. 148` St. Tukwila, WA. 989168 Permit number: D06 -322 Response to: Inspector's Comments date 12/13/06 Denney Engineering, INC. 38809 191 Ave S.E. Auburn, WA. 98092 Phone & Fax (253) 939 -1373 Items 1&2 The shortening of a Shear Wall "C" in the upper story by 3 ft. is adequately compensated for by the addition of a longer shear wall "Cl" constructed about 18" to the south of Shear Wall "C ", sheathing with OSB. Nailing of Shear Wall "Cl" should be with 8d nails at 6" at panel edges and 12" o.c. in field. Ceiling GWB sheathing will be adequate to transfer the shear from Shear Wall C to Shear Wall CI). Item 3 Shear Wall K in the lower story has been sheathed with 7/16" OSB and should be nailed w/ 8d nails at 3" o.c. at panel edges and 12" o.c. in field. Item 4 At Shear Wall P, I recommend constructing a 2 x 4 stud infill wall around the fireplace where there is presently an open area, sheathing it with 7/16" OSB, nailed w/ 8 d nails at 6" o.c. at panel edges and 12" o.c. in field. At the china alcove wall (between the living room and kitchen) sheath the wall (Shear Wall "Pl ") as described above for Shear Wall P. Transfer of shear between these offset walls will be by means of the floor diaphragm above. Summary: When the work described above is completed, the structure may be assumed by reference to Sincerely, Emerson R. Denny PE License # 9788 my certification of the lateral integrity of thi ort. 1 CcEi vE � OEC L '. 2006 DEpARtwvo Project: .57/)/ ,4f FS 1wc° Type of Inspection: 6i.4Z /A/C Address: V420 S /9e3 -C/ Date Called: Special Instructions: Date Wanted: /02-/3- oG p : Requester: Phone No: o210,r— 2 y4 -/ r ie) /o cc INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE u I NO (206)431 -3 COMMENTS: 9 Date:012 7T — z di - Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPEgSON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: COMMENTS: ® I 5100.4.-40,1/4 h „ t12 rio // / �/ Y}C %N� / n /3 r// 1 r/a Z geom.° - / t faf,a /7 (c) /&di pa- 7 0 /CYN %n rip,.N ../ ' n p C i.. :o, - rv- amis. °, / � /�/Y ("/; , ( 1 42' / ) a 6, 1 . / -A -- lie 7 4 y • / J /� -S 'r wa�4 ) 4)�`” r PA.- i P as Ala, e 4G _ 3 i/ 6 n ( S /`pQ� t'l� /h l /Mj �011'� fir �OH / r eski od/ ,PI?Jdi /K,/ t....-- It/•annw., /��, a l#- -4 7`i r /J r ,4 1 � r e/aZ jr, Phone No: B OG - .z yy - /S6 Project: 7/00i f/o/ Type of Inspection: k s4, - .5 4/A //.t/. 9 • %f Address: «1n.2 0 S /5'8 Sr Date Called: Special Instructions: Date Wanted: m: /e? - / -7 - a G .m. Requester: Phone No: B OG - .z yy - /S6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspectoto • PERM (206)431 -3 'Corrections required prior to approval. Date % .2^/y ❑ $58.00 REINSP6CtION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Caltzo sechedule reinspection. Receipt No.: Date: 'H� Project: Si 0.1lti Type of Inspection: - 0 Address: } G /�.� - /-�//� , ( 2J 5, I' _Iivi Date Called: 1 17 I/06 "' Special Instructions: Date Wanted: I 1 L/06 a.m. P.m. Requester: .. k l No: Phone G f INSPECTION NO. INSPECTION RECORD Retain a copy with permit P0(0 — 3?-Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Af co'PJ MTh J4 1 In t tI'a ii 1 Sfr-.k ?4. rlk- VA VCA . S • (i\e ; orb la r cl it Inspector: Date: I 1 412(64 ri $58.00 REINSPECTION FEE REQUIRED. Pnor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 Call to sechedule reinspection. Receipt No.: 'Date: Project: ( S"J4L. #na, Type of Inspection: Fj f- o,, ;Al f- /4 v Address: ?.0 S) 1 Date ailed: Special Instructions: . Date Wan/1--S-06 P Requester: . Phone No: / q 2W/�/ -940 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcehter Blvd., #100, Tukwila, WA 98188 (" PERM 06 Approved per applicable codes. El Corrections required prior to approval. MMENTS: $58. INSPECTION FEE paid at 6300 Southcenter Blv 431 -36710 QUIRED. Prior to inspection, fee must be ., Suite 100. Call to sechedule reinspectlon. Project: 5 di/pi //o , M f 5 Type of Inspection: /. t J- 9/ I_97,4 /4 , h. < Address: ye as /1/4°s Date Called: J �_ Special Instructions: Date Wanted: //- 2 - 0 fe a.m. P.m_ Requester: Phone No: c-,Z04 — 2 //`/— /90 Ci INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 31 -3670 COMMENTS: 58.00 REINSPECTIOP FEE REQUIR . Prior to inspection, fee must be aid at 6300 Southcen!er Blvd., S e 100. Call to sechedule reinspection. R'ceipt No.: (Date: Approved per applicable codes. Corrections required prior to approval. Project: Si'' , o? //6 n4r5 :,v Cr Type of Inspection: /, .Sr9 , L ✓ 9 7//1)f7i iry c Address: 4'42O 5 p /VS 5* Date Called: Special Instructions: Date Wanted: a Z —O �' m „ Requester: Phone No: .?O6 - zyy- /So C- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,7L - 32. 2 PERMIT N Corrections required prior to approval. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431\3670 COMMENTS: eik - merit -- 4/. Rec °ipt No.: Date; D .00 REINSPECTION FEE QUIRED. P or to inspection, fee must be id at 6300 Southcenter Blv.., Suite 100. Call to sechedule reinspection. Date: Project: / /) Nl/ HOME S Type of IZocrl V S 7 Address: - S Date Called: //620 / -1 Special Instructions: Date Wanted: a.m. Requester: Phone No: .2o0 -1'- /5ocJ .D06-3z2 INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a, WA 98188 (206)43113Q70 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 58.00 REINSPE ION F • REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. all to sechedule reinspection. ceipt No.: Date: 'Date: Project Type of Inspection: Ni , 4 ,4!) Y rseAe J/ a )joye „. Address: 1.:, 2e Date Called: / Special Instructions: Date Wanted: / 0 /0- -• 06 C / Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ag PER T NO. 206)431-347 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /e2i2;ta rl $58.00 REINSPECTION EE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project"- , .lice -h LA � nr 3 of Inspection: J�� Address: 1 C• /yet- st Date Called: /�/ 2 0 / 1 d l b Special Instructions: Date Wanted: ' / / 6 ' a /0 am Requester lCP2 r Phone No: _ 0704 • 20 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1 v/ y /vc. C uh,ST'u,cT (AN fi (41, %LP. 4 t on". - dv-e_A 4jw c It% Inspector: Date: [ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 U Corrections.required prior to approval. Date: o'e Prct: // // S > .�, // C Type of Inspection: ` EC .A,71.„( Date Called: Addre s: 9 6 s /ISs Special Instructions: Date Wa9,d_ C G C 77 / . p.m Requester: Phone No: ao‘ -. vv- (Soc INSPECTION RECORD Retain a copy with permit INSPECT! N CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -367 COMMENTS: ton 8.00 REINSP CTIO FEE REQUIRED or to inspection, fee must be aid at 6300 Southcent -r Blvd., Suite 00. Call to sechedule reinspection. (Receipt No.: 'Date: roved per applicable codes. Corrections required prior to approval. Project: Sl 1 u Homes - Type of Inspection: SD Address: 46w 5 140 54 Date Called: 1 -20 -06 Special Instructions: Gary will call yoy 1 ho beforc h 19 ready. Date Wanted: p / ��Zi� . Requester: G ary S l Phone NO : 20o -244 -1 00 INSPECTION RECORD Retain a copy with permit Doh -322 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 91 /4, T.c ca Poi Inspector: 15,4J Date: °)12S /d4 C $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: Project: 62 J4 i Type of Inspection: 7 /ikh�u. ,� . 4 Address: `" 2r7 cn //v Date Called: a ._ Special Instructions: Date Wantedt . i97/ "—. a.m. Requester: Phone No: Project: Sii.( 4 r, // ?ef /f 19 Type of Inspection: / Z OO Pao/ Address:: `n Date Called: Special Instructions: Date Wanted:: / Vim„ Requester: Phone No: Zia— /YtO 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 Corrections required prior to approval. /- =MEM $5 EI NSPECT • �� REQUI ED. Prior to inspection, fee must be paid at 6300 Southcen erBlvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: S,,,, N , ,-/ Stjv t-t pL,-7— Type of Inspection: s Fi/-44 -L Address: 446 7 0 Suite #: 5. PIS Sr Contact Person: 6,4-t i iv 41/- Special Instructions: Pre -Fire: kV,K}- Phone No.: -tot - 7 vy /yvo Needs Shift Inspection: ,c1/4 Sprinklers: No Fire Alarm: AVA Hood & Duct: /if Monitor: G`i / i. Pre -Fire: kV,K}- Permits: Occupancy Type: ?_ 3 . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT b06 - 377_ PERMIT NUMBERS .98188 206 - 575 -4407 -Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 0 6ia, dK W/5 « Date: L /// / h � � �� $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from }fie City of Tukwila Finance Department. Call to schedule a reinspection. Inspector: H rs.:. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 J FIGURE 5.1.1.A TYPICAL DOWNSPOUT INFILTRATION SYSTEM II roof drain 1998 Surface Water Design Manual PLAN VIEW NTS 4" rigid or 6" flexible perforated pipe PLAN VIEW NTS NWW 6" o 6 .0 b 0 ilia= ° ° 0 washed rock a° ° Qo < nram=a7t 12" z — 1 112._4. v o o 00 01 fine mesh screen CB sump w /solid lid I 10' min [ ÷A filter fabric infiltration trench 4" rigid or 6" flexible perforated pipe varies 24" SECTION A NTS 5 -7 overflow splash block 5.1.1 DOWNSPOUT INFILTRATION SYSTEMS sump wfsolid lid 1 min 5.0' min if min compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" roof drain Dal- 32 9/1/98 STRUCTURAL CALCULATIONS PROJECT 501-ill HOMES LOT 40/4 So. /48 St Tukwe /a, WA DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Rai Phone & Fax (253) 939 -1373 cop ` a. F' E5v ERD DATE VOA FOR Stom/ HOMES /NC. { !— —O? I g —/? —O6 CODE Ci �9 Of Tukwila BUJILD. DIVISION ClYDFTT RECEIVED JIIP AUG 18 2006 PERMIT CENTER P V1(0 2aleat DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 flei9h t to mid- her t of roof slope or eave f7' = 25' Wind Force &eferences: r8C 2003 and ,4SCE 7 -02 $_ = 0.00251.9 Kz kzt /c/ V ,45C5 7 -02 E.g. 4-15 V =_a mph Exp. a r= zoo Kd 0.8'5 / < = /.00 (No hi 11 or Carp .el4t) 5 0.00256(/ Kz)0.o0)(0. 8 04) = 15.72 K Determine k Fig. 4 -3 (See p. 7rs'nsverse. Ohnd ( Front- - to- Rear K 0.70 . = /5.72 (o.70) / psf Lonyitu.d,ha/ Wind (Left- to- Rt9hi`) Hei5At to .r io/ye of roo( H= 25 1<h= 0.70 v / 5.72 (O. 7(9) = /1.0 p sf DATE 7/0 PAGE ____ SiDH// HoMws LOT 4 4la /4 50. l4Rttc St, 774rvi /a WA Height above ground level, z Exposure (Note 1) B C D R (m) Case 11 Can 2 Cases 1& 2 Cases l& 2 0 -15 (0 -4.6) 0.70 , 0.57 0.85 1.03 20_ (6.!) 0.70 0.62 0.90 1.08 25 ) (7.6) ( 0.70 ) 0.66 0.94 1.12 30 (9.1) 0./0 0.70 0.98 1.16 40 (12.2) 0.76 0.76 1.04 1.22 50 (15.2) 0.81 0.81 ° 1.09 1.27 60 - (18) 0.85 0.85 1.13 1.31 70 (21.3) 0.82 0.89 1.17 1.34 80 (24.4) 0.93 0.93 121 1.38 90 (27.4) 0.96 0.96 1.24 1.40 100 (30.5) 0.99 0.99 1.26 1.43 120 (36.6) 1.04 1.04 1.31 1.48 140 (42.7) 1.09 1.09 1.36 1.52 160 (48.8) 1.13 1.13 1.39 1.55 180 (54.9) 1,17 1.17 1.43 1.58 200 (61.0) 110 1.20 1.46 1.61 250 (76.2) 1.28 1.28 1.53 1.68 300 (91.4) , 1.35 1.35 1.59 1.73 350 (106.7) 1,41 1.41 1.64 1.78 400 (121.9) 1.47 1.47 1,69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 (152.4) 1.56 1.56 1.77 1.89 Velocity Pressure Exposure Coefficients, Ka and K Table 6-3 Notes: I. Case 1: a. All components and cladding. b. Main wind force resisting system in low -rise buildings designed using Figure 6 -10. Case 2: a, MI main wind force resisting systems in buildings except those in low -rise buildings designed using Figure 6 -10. b. MI main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient K may be determined from the following formula: For 15 tt. S z 5 z ' For z <15 ft. K. •• 2.01 Wad K. - 2.01 (15 /zf° Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and z are tabulated in Table 6 - 2. 4. Linear interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined in 6.5.6. 2 ,Minimum Design Loads for Buildings and Other Structures 75 Fr?oA<r SURFACES 2.4 A =540s A =30' SURFACES TS 4 A = moo Sf SURFACES 1 4 4 A=264 sf -r IPOJECTED AREAS FOR W/AJD Opt/ FRONT" ELE✓AT?OA/ ,APPROX. MEAN eigiotr OF ROOF 9 4 25 U.1 REAL A =410 sf 6= 30 SURFACES 1 EL 4- A= 2004 sfr .� SURFACES 1 4 4 A =0&'a sf PROJECTED AREAS FOR WIND oN REAR ELEVATION 25 4 APPROx. MEA HEIGHT Of ROOF L EFT" --k - SURFACES 1 4 SURFACES 24.3 A = 487 5f 15=30 SURFACES 1 44 A=l to sf A =/92 sf PROJECTED AREAS FOR ptJ /VD Ort/ LEFT 5tE1/4770A/ RIGHT" SURFACES 1 4 4 A =260 sf - SURFpMCES 1 4.4 A= 710 sf SWRFACE5 243 A= 4.09 =30 PROJECrED AREAS FOUR t WA✓D on RIGHT ELEVATnOtI 25 � DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Pax(253)939 -1373 Interior Surfaces GCpi = ILO. /8 DATE M7 /04 PAGE Lor 46/4 50. /4R St. 77.4 toils WA Wind Forces /?ef: IBC 2003 and ASCE 7 -02 Low Rise Bu / /c/Ays h< ft. ASCE 7 -02 Sect. 6.E. /2.2. Coefficients from Fly. 6-/0 ASCE Windward Leeward Va //s 40 = To ° V e/. = SS nip% Exp. 8 P= $z [dCpt ± GC& 3 -z. //.0 psf (See p. >) Surface GC f 1 0.56' e2. lo` S 4 —0.37 Windward and Leeward Roofs Male 6-3 Roof 4 6 = 30° Pc SA [6Cpf± GCpcJ• gh- Surface GCpf 2 0. 21 3 - O.43 See p //. o psf (See p. i) Angle AngleO (degrees) Buildin Surface g` 1 2 • 3 4 5 6 1E • 2E 3E 4E 0 -5 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 20 0.53 -0 69 -0.48 -0.43 -0.45 -0.45 0.80 -1.07 -0.69 -0.64 fl0-45 0.56 ( 0.21 _T -0.43 -0.45 -0.45 0.69 0.27 -0.53 -0.48 _0.56) 0.56 -0.37 ( -0.37 -0.45 -0.45 0.69 0.69 -0.48 -0.48 Main Wind Force Resisting System - Method 2 Figure 6 -10 (cont'd) ( External Pressure Coefficients, r Enclosed, Partially Enclosed Buildings h 560ft. Low -rise Walls & Roofs Notes: I . Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 2. For values of 0 other than those shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown. Ti .e load patterns are applied to each building comer in turn as the Reference Corner. 4. Combinations of external and internal pressures (see Figure 6 -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional load cases shown below, the pressures in zones designated with a "T" (IT, 2T, 3T, 47) shall be 25% of the full design wind pressures (zones 1, 3, 3, 4). Exception: One story buildings with h less than or equal to 3011 (9.1 m), buildings two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the torsional load cases. Torsional loading shall apply to all eight basic load patterns using the figures below applied at each reference corner. 6. Except for moment - resisting frames, the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. 7. For the design of the MWFRS providing lateral resistance in a direction parallel to a ridge lire or for flat roofs, use 0 .• 0° and locate the zone 2/3 boundary at the mid - length of the building. 8. The roof pressure coefficient GC,q, when negative in Zone 2, shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimension of the building psi allel to'the direction of the MWFRS being designed or 2.5h, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC,/ for Zone 3. 9. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 in). It: . Mean roof height, in feet (meters), except that eave height shall be used for 0 5 10°. 0: Angle of plane of roof from horizontal, in degrees. Transverse Direction Longitudinal Direction Torsional Load Cases S6 ASCE 7 -02 DENNEY ENGINEERING, INC. 38809 191TM Mc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE V/ 7/ PAGE ____ 4 /45 4 t 8-114 5 ¢ ru_AWi /a, WA Woi/ Forties - 77-tosverse Roof DthpArayin Level w /;-, d ern Frtrn t F/e vaba i Roof: F=ll.o(0. / - 0. 18)(540) + //.0(0. /3 /4)= S30 Walls: F =/t o(o,s'bf0.l9)(264)*Ito al 37+ 0.15)(26¢) = 4270 7200# fr),d Rear eievazo-n Roof: F= //,o(o.21 —o ./8)(4/0)4-!!.6(0.163 +0.18)(5cl0) = 3760' Walls: F =/l. d (0.56i +6.18')(264) +1466o - 3740 ..18)(264 -) = 42 70 8030* 1Niid on tAt Pear elevat`ra-n eontrols @ $030# limner. Floor Diaptiropn Level Wiry ar Frernt E /eva !ion F =/i o(0.5t +o. 18)( &0o)+ 11.0(0.374-0./8)(1040)073h5 Add fron above 7200# Wi✓lcl 0-4 elevotietm 131 tnspeetio », F= :73 Adc%fre -vn above e 03O # '7,375 kV4, o" on Rear edevatton controls 0 /7,395 it /6 56'5' j DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 W, , c/ o n R; y ti t Elevat «-n y rvnspecticn, F= /0 04.* cro rn above. O 620 /60,1095 DATE R vlls�d d74 RI t ele4"a tzcn controls at /6, 695 7 P PAGE LPL La 4014 .50. /4-R Sij. ru./ cvila WA pl/iid Force - Lo✓ryct nal goof Diachragm 4evel Wind on. Left EMI/steam Roof: F= 11 .o(o.2r -o.18 (4- 87)71- l40(0.443 f o- 18409) =- 2905# Wails : F= /i o(0.. 570+ 0 . /8)(/82)+11.o(0.37fo.18)(2n0)= 3055 5940 I t d on R; qh.t `/eva t5a-✓2 Roof: F= /1.0(0.2/- a. /9)( 409) +11. 0(o.43 +o. /5)(¢87) =3400' Walls: F=11,o(o.s6 +o.1s)(zzo)+ 11. -37 f o./g)(ez)= 3220 # 4)620 # Wind Cr) R/9 ,9At elevaztarl controls at 10120 11pper Poor Ma Level Wiled on Left Elevation Walls: F;/ /.0(0s&4-6.19)(71o) f- //.0(0.3 +0.18)(7!0)= /0,075 A dd 6-a-wl above 59600 /6,035 t DENNEY ENGINEERING, INC. ti 38809 191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE F07/06 PAGE 1 Swri /-Ho/v1 Lo r 4 46/4 S0. /4-R St. 7),Att i /a 0144 Seisrnrc Force - A / /owa6 /e Stress Design Ref: the 20a3 Sect. /605.3.1 A-.5CE 7 -02 Sect, 2.441 Mapped S ,4ccelereti ,n 5 =/.50 Fig, /645.1 5 = . 5 Site Class D f = /.00 Ta6 /e I/o /5.1. z (/ 5M5 = 0.00)0.0)_ E8. /0 -38 Sus = 2 /3 5 ms ; l3 (1.50) =400 F$. /6 -40 Jse i4SCE 1 (,4I /owed 6 y Tee-03 ,sect. /4/44i Except/On 1) Seismic Vestgn Category p (4SeE7 ra6We 5'. 4.2. la) Seismic base Shear ASCE 7 -02 V =CsW (E2. :2,1) CS = sits 1 =1.00 R = f E$. 4.5.5 -1 RI C= <� >C 2'o r...0.167 Load Comb /Hatton * 5 ?er 445GE 7 Sect, 2,4. / # 5 pt 0.7E 'V= 0.7(0.167)W = 0.117W Dead Loads. Areas 2/97 sf Roof _17 . psf /2.00 sf Walls psf 1•54) sf Hoot IL psf 1103 sf /500 5f /320 sf Roof tipper S rr� transverse walls a /Ori dbn al 11 upreir f/oor Main story transverse walls n ldngitue4la1 a DENNEY ENGINEERING, INC. 38809 191" Mc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Seth ,vnic Forces — Than sverse Roof D1apdira9►n Leve/ Is = O.117[)7(2197)7 )]=4990 Lipper floor ,12iapii ra5,,n Level Fs= 0.117 0o) -1 os4 /2 f 1320724 1803_7= 3550 Ack ✓ %'&m above 4990 8540 rt o Con iro /S 'bean sverSe Sets mtc Forces - Longf&c/tnal Roof Die A ra9,.n. live/ = 0.)/7417(2197)4 /002oo/2)]= 5070 w.nd confrols %ongttuS/ ,s/ DATE R' /i 7/04 PAGE _IA 4 /4 50. 14-R� St, ¢ 77 /Awi/a, WA Upper Floor Plaplira9nrt Level F = 0.117(I1) )(120012 + 1500/2 .L 1803, = 3&90' Add 4-o-m above 5070 87100# PAKEL GRADE IDNINUM NOMINAL PNaci:cS4 t. :iucA (Inch) wNdMUM FASTENER Pi1wlRAllON IN FRAMING (NSW PANELS APPLIED DIRECT to Faasut G L , PANELS APPLIED OVER 'l OR 'hi GYPSUM SNEATWMG ' NA11.(caartmut at galvanized be .slid fastener sweet: et panel edge (lM.e.) Fastens, s.,am a el Pan.l edges finches) a 4 3 Y NAIL (common or gunner' •4 begot staple sue 3 7 SCuau at I Sheathing 3 1 64 700 300 390 510 34 . 390 510 I 1 / 1 16 Cage 8d 165 230 245 360 325 460i 415 610 216 Gage 104 -_ 280 -_ 430 245 5501 315 730 Ira 1 1 34 1 16 Gage "• gal 235 395 315 505 400 670 2 16 Gage - 155 935 310 550 400 730 ;/ 14 104 280 430 I 1 16 Gage 170 260 345 440 I 16 Gage 155 235 310 400 Ns l32 131 -- I 3d t�YiT- tr 430 550 Y - 730 104 280 430 °I I I I Gage 155 235 111 1 510 665 870 - Sheathing, plywood sidings except Group 5 Spec es P 5 /14 et If 1 60 iso Y• 350 450 350 450 I 1 - 1 / 116 Gape . 8 � 220 2 95 3 75 _ . Gage sa ss - .— 220 285 3h 1 64 _at .16111 ' 4'Y e�re Le - •e► 3- glst[01,1_11 510 530 360 585 2 - 7 . . —. r ad- 140 §R!S$,S 300 380 230 s s i 360 13/ 1 8d 4 1 16Ga 8.1 104 216 a 104 210 740 2 _40 4 155 '' j 380 s h4 13 / 1 I 16G 8d 216 : 104 210 380 15/31 _ 1 - 1 10d ' ��B - l I — 216 210 I - leg it/. - 'Man -leg t9 /� 1 1 1 . n .. 870 — — — — — 10 3:5 475 — — — — _ Nail Site (galvanized Ca sin) 275 360 ize (Lal•'ana'd casing) 1/164 Of 64 1 140 I 210 3d 140 210 275 360 311 1 8d 160 340 . 310 1 410 104 160 240 an_ az_y i.w_r ._ ^...... 310 a a 410 Ph /7 IBC 2003 For St lint. 2S.4 mm. I yard per Score 14593911'.. ! 4.iv 4.aw — •. . ♦,re a. For For framing ofethmspeda:(I)Rdsp D &got i l y f e z .esMamberN sfaom(21For=ohs 6ndabesvalue bow table a b o v e for 'p n s (modest ofestool p dc)aodmoC kakkby 042mrspo des with sped6epa.isyof0A2orgreawtar0.6s f orallo/ taspsies.( 3) Fanails6oddaarva6M6amasblea bowfixsMilsiuf ormRlgadeandmeldp15valuebyaofdbaingser aaemtfaaos :Spei&GunOAtiasoaalFame.P<0.5 -SGIL whore SG a Specific Gewieytthe brathK Mabee this aframeAa factor shall not be rata this I. h. Fond edam bake] with 2-inch rariaior wie.e) rasping. install panoisenhernwixoouIlyorvcmakly .Space &stereami icown6 inchesonewe r 4ongLruermadiatcis amw; rocwtas for - /,nomad' /,; inch panels insall oo saris*pearl 24inclin on poser. For other conditions and panel thickness. space Wooers waiasni t2 indict oa awe oo insrnpedisc supports. . - c. '/ -inch panel thickness a siding fends a saws rating ng of 16 inches on s is the mioonom caornrvaded wine applied dace w baring a meat siding. d. Shears aft pasniond to be uaeased to values shown for " sheathing with rant nailing provided (a) suds are speed a maximum of 16 itches on tear. or (b) if patois are applied with Wog dimension aacss mind. •4 e. Framing at adjoining panel edges Shall be 3 inches nominal or wider. and nays shell bestaggered what sails are spaced 2 Oahu Op centre L Framing at dpircngpanetadga doll be 3 inches =maul wwidet. and na8s skint:V ne-ad where bathe( the following coo !ikons Le ol:c 104nails having psneuadoa has 'rasing of name than I 'f inches and (2)nib saspaced 3 inches ea g. Values t p we&.eaea bodalamasna r npaimdang b!erasion Pa6 6 i edges poems shear valves. idWIi&1.se R What panels amappfiednobthfamo fawalland eta/spicing ine ninoh. ao< ondder ridApaoljoirwsN96e offsets* fall aodi tiara framing members. Or framing shake, inch nominal ashic(vaod cols oe each side shall asagSawl I. In Seismic Design Canary D. Ear F.wfwew t &sipoakum traced 490 04 4$ aWd foot PAM a '50P3omds pv6nMitea(ASO)an6ati u nesobas 1 (*.ding imenindne lands sMOnabe le%thIn icit3-itidt nab manta. Plywood joint and sal pale ailing shall be uaggeod bid eases See Section 23053.10 far sal pine size and anchorage mgwanwras a j. Galvanized nails shell be hoc dpped or mewed. • en k Staples shall have t mnimam at width • f'l, inch. to O C C W eeds 2003 INTERNATIONAL BUILDING CODE® L L J C i UPPER STORY SHEAR WALL PLAN L_ J n 113 n L .J G C UPPER STVRYSHEAR DISTR/BUTIOA/ ©22' y 131 r c� F 1 II J Si DENNEY ENGINEERING, INC. DATE �� 7��/o PAGE )(o 38809 19I Mc SE , S IDHU HoM s Lo r 4- Auburn, WA 98092 14 .5o. /4 -.t/it St Phonc & Fax (253)939 -1373 771k M WA UPPER sToRY SHEAR WALLS WIND FORCE 1== V030C k)—/399 DESIGNATION ® SEISMIC FORCE _ 4` — 869 LocAtloa Left elev$t /o-v? CUMULATIVE LENGTHS 14 /9 SHEARS" WIND v 1399 _ 74 - /9 SEISMIC: v-= 3109 _ /9 « / u N SHEATH 5HEAR WALL 7 /32 CDX R.YWD OR 7 l 1 058 ONE FACE BLOCKED, 17 FICI NAILS Ar 6" o. C.' OR_ /5 GA. x 11 STAPLES AT 6" 0.C. AT PANEL EDGES AND WALL -PIER DOUWDA AIJD (t O.C. in FIELD OF PANEL. OVERTURNING M = 74/(5)(9) =333 0 # tDL = ( 7(5. sys) f /0(9)(5)3 0(9)(5)] = 4 1 4 /JET UPLIFT = 3330 6 /4 — 359' 5 W to USE SIMPSON MS 7AA30 5T7iAP TIE EACH SIDE OF SHEAR PANEL P/7 22 WAILS IN'ThIM STUDS ABOVE AND BELOW FLOOR AND IN RIM t.1015T (22- /QCITOTAL) WHERE WALLS ABOVE ANO LBELOW ARE. OFFSET, NAIL TO • STUDS Atot/e FLOOR ANO TO RIM tLOlsr (oR TO FLOOIZ BEAM IF pccURIz(NG) DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 UPPER STORY SHEAR WALLS DESIGNATION LocAtloN. /ri ternor l ett afop&n areas C UM ULA-I'NE LENGTH S /5 9"//C21; SHEARS" WIND: - trt 2373 _ 0 / - 2. Go SEISMIC: "V'= /q74 _57 W 26 DATE R /I7/06? PAGE 4 5 4R St, ¢ 7`aAt-vibv, WA WIND roRca Ft `4030095//6•) =2373 � # EI SSMIC FORGE -= T 49 ( �� ) = ( 7 T # / 1l y ,1 N 1 SHEATH SHEAR WALL 7 32 CM PLYWD OR 76 058 OWE FACE BLOCKED "I 8d NAILS AT • �0 O.C. ' OR 15 GA. x IIt. STAPLES AT " O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. O Mor = 9(i/)(9)=9069 DL= ( // 4 ?JET UPLIFT = 9009 // _237# r i nia/ 1/ 2. NO /to/dos.cns rejd DENNEY ENGINEERING, INC. DATE gA 7/40 38809 191 Ave SE • r L o r Auburn, WA 98092 Phone & Fax (253) 939 -1373 N 1 SHEATH SHEAR WALL `°7 /c) 2 � CDX FLY1VD OR U"0 It BLOCKED, wI Wri t$MLS AT 6 O.C.' OR /5 ATAL 0.0. AT PANEL EDGES AND WALL -PIER /2 O.C. IN FIELD OF PANEL. . OVERTURNING • M = /03 (9)(9) r-3343 */ PL= (1/2 ) 1 7 (4)(9) 4. 1 ?JET UPLIFT = 8343 952 . - 45/ 9 2. 4614 5o. /y-R 7 Loi /,q WA It St. PAGE 2.077 /6/03 t UPPER STORY SHEAR WALLS WIND FORCE r= 8030(2240 DESIGNATION © SEISMIC FORCE = 4990 ( Loc.&t14 N /Y) tun a-' ri t at Qptin areas CUMULATIVE LENGTII5 /2' t / = 260' 3HE Rs WINO: v 2677' - /03 'l 2l0 Seismic : - Ir= /A0,i3 - 6 407 2la O5B QNE FACE GA. x / t4 STAPLES BOUNDARIES, AND' N (o USE SIMPSON 5r A30 STRAP TIE EACH SIDE OF SWEAR PANEL w7 22 -/00/ NAILS IN TRIM STUDS ASOvE AND SLOW FLOOR AND IN RIM Joist (22-/OdicrrAL) WHERE WALLS ABOVE AND BELOW FLOOR ARE. OFFSET, NAIL To ' STUDS ABOVE- FLOOR AUG' TO RIM dolsr (OR TO FLOOR BEAM IF occuRIzI1.16) UPPER STORY SHEAR WALLS WIND FORCE Fn 80300346) /5n DESIGNATION 6 r- Dace: = 4 9 9 0 ( �� ) _ 9E(3 LocA R;yht eler/c7C ovi CUMULAtrVELEMGTFIS If '+9 1 +ri' =39 SHEARS" WIND: 1r - /S62 _4 1 4`/ 39 (I SEtsM1C : - U'= 983 _ 25 # / 39 N SHEATH SHEAR WALL '''7 iv 732 / CDX PLYWD oR y BLOCKED 1 7 Rd NAILS AT 6" O.C.' OR 25 AT 0" O.C• AT PANEL EDGES AND WALL -PIER /2" O.C. tN FIELD OF PANEL. • DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 OVERTURNING MOT = 4/(9)(9) PL = (2/3 r ) L 17 (5.5)(9) 'HOMO)] ="//06 * DATE $1 ilia& PAGE __L_ 4 6 /4 500 48 .St ¢ 77464.)1/a WA OS13 °ale FAcE GA. x " STAPLES BOUNDARIES, AND ,Kier UPLIr=r = .0 2 / /206 - --/e4* 4/o net u�bge /Oo ji o /c% s rep/ 1 DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 .BEEFS STORY SHEAR WALLS DESIGNATION O Loom-tow front wall of Crara CUMULATIVE LENGTHS /2 SHEARS" WIND : "ir"- 1 73 l _ 7g /2 sEISMIc : it= .713 - 59 l2 DATE R /I PAGE AD Noes Lo r 4- 4!0 /4 .5o. /4R St. 7 /a; WA WIN' Foltce En &420 (9/64) = `l l # SEISMIC FORGE = S070( a ) = 7/3 u n N 1 SHEATH SHEAR WALL 7 rs .52 CM FLYWD OR �ta BLOCKED, v7 8d NA-ILS AT C O.C.' OR 15 AT V O.C. AT PANEL EDGES AND WALL -PIER )2" 0.c. IN FIELD OF PANEL. O V ERTURNING Mor = 7302 )(9) = 24 # PC = ( 7 /00(9)4 = 788 Oar UPLIFT = 94424- 788 _30i (mn6 /Aral) /2 2. /UO hofdQums re$'d. 058 OAJE rAcE, GA. x /z " STAPLES bOUNDAR!ES, AND. DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Thom & Fax (253) 939 -1373 ZIPPER STORY SHEAR WALLS DESIGNATION OF LOCatioii Front CUMULATIVE LENGTHS 4 4 ' 4 3 1 ra' SHEARS' WIND: - u - I9/7 - ,20 */ //o SEISMIC: it= /466 - 9'2, 7 N 1 SHEATH SHEAR WALL w1 16 /32 8 CDX FLYWD OR ICo n 055 DI`1OE FACE BLOCKED, � gd NAILS AT G O.C. ' OR /5 GA. x /P2" STAPLES AT 6" O. C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. OVERTURNING Mort /20(4)(9) _ 2a #/ bL = (2/3)() 7(5X4» /0C)(42] = Flo? iJEr UPLIFT = ¥320 469 _ 8 46, 2. DATE R17 /0lo PAGE , SIDHI/ HOMES L0 r 4 40/4 50. /4Mt St. rah coda kA• WIND FORCE FL /0020(/8: /lo*)= /.9/4 # SEISMIC FORCE _ .6070( it ) = /466* 14 (D USE SIMPSON MSTA TM. EACH SIDE. OF SHEAR PANEL w7 22 / MAILS IN 'TRIM STUDS Agcwt= AHD BELow FLOOR AND IN RIM JOIST (22 /OaToTAL) ,WHERE. WALLS ADOVG- AND BEI.OW ARE. OFFSET, NAIL TO ' STUDS ABOVE FLOOR AND TO RIM doisr (oR TO FLOOR SEAM IF occuRIR IG) DENNEY ENGINEERING, INC. 38309191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 UPPER STORY SHEAR WALLS WIND FORCE F= 6 DESIGNATION O GEiSMIC FORCE = 5070( 11 ). 1743# LocA _ /r'1 ferl crr wad. See Iola h CUMULATrve LENGTHS 22 9' =. / , SHEARS" WIND: 'zrt 2276 _73s 31 Seismic: 17= 1743 31 _sa N 1 SHEATH ✓HEAR WALL t 1 S 32 'r CDX ELYWO OR � �D I BLOCKED, w I Ra , NAILS Ar O.C.' OR /5 AT 6 O.C. AT PANEL EDGES AND WALL —PIER 12" O.C. IN FIELD OF PANEL. DATE R/ 7/010 PAGE 2.2 46/4 5 Li R-' St ¢ m,* w rn WA 05B C?NE FAcE, GA. x 1/2 STAPLES BOUNDARIES, AND OVERTURNING # � M = 73(9)(7)=59/3 PL= (2/3)//7(13)(9) +)0(9)(13),] _- 2116* ?JET UPLIFT = 3 2740 - 401* N o n e t „I/ 9 2. /I/o holdowns resW UPPER STORY SHEAR WALLS wIN& FORCE F. 6620(/3/a ft) t /3 4S # DESIGNATION O SEISMIC 1=ORCE = 5070( N )=-. /030* LoCAtloN Rear eel/at CUMULATIVE LENGTHS 4 4 60 =2 SNE Rs - WIND: 'Tr= /345 _564/ SEISMIC: `U'= /030 _1/30/ 2 µ DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 N 1 SHEATH SHEAR WALL 14 7 32 CDX PLYWD OR 4 " BLOCKED V 7 3d NAILS AT '1 O.C.' OR 15 AT 6" O.C. AT PANEL EDGES AND WALL - PIER I2" O.C. IN FIELD OF PANEL. OVERTURNING Mor = 567( 20/6 DL = ( =832 1'JET UPLIFT = 2014 832 _ ?gt 4 2 /,a.AO /a ums reg'i✓ DATE Rll /4lo PAGE .__ 4/4 St. 7"ufruoi/a WA ( m r r� i m al ) 05B ONE PAGE GA. x / / / STAPLES SOU NDARIES, AND' MA/Al STORY SHEAR a/ALL FLAW C ) a 3 n n la 10 C ,E/0 7 nr /YOJII7E /XL1 '/C d' d2HS'4dO1 S' Nl VIN C L i on DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 MA /NSroRY SHEAR WALLS WIND FORCE F° /7.395(//46) = 2900 // )= /423 DESIGNATION O SEISMIC FORCE = ?5 Local-low Left des/8600' CUMULATIVE LENGTHS 34 SHEARS WIND: vs= 2900 _ S 5. */ 34 SEISMIC : v /%23 _ 4�2 #% 3 OVERTURNING Mor = 5.5(.34)(9) = 26,0/0* I7L = ( 517 (515)(34) 4-10(13)(3¥f27=S0t8 1JET UPLIFT = 26,010 5069 _ _ 34 NO A.01albums re$'d DATE 7/o PAGE NP S /DHm/ ROWS Lor 4- 4/45O. /4- R-ft4 St. 774toi /a WA 1749 Mo net up //ft N 1 SHEATH SHEAR WALL "q 7 7z. CDX taYWO OR 10 058 ONE FACE BLOCKED, wf _ Cr NMLS AT 4 O.C. ' OR /5 GA. x /W AT 611 O.C. AT PANEL EDGES AND WALL -PIER SOUIJDARIES, AND /2" O.C. IN FIELD OF PANEL. DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 517 /06 PAGE ol 4 / 4 c5o� 4A St. ¢ ru cuoilx) WA MA //k/ 5roRY SHEAR WALLS WIND FORCE F= / 395(2//&6) = 5535 DESIGNATION O SEISMIC FORGE = 0:540f. ° ) = 2777 * LOCA O N /n ttr' or a t /e {t of epee) area CUMULATIVE Late 6 15' SHEARS WIND: v 5535 _ 369 #1 /5 SEISMIC: v'= 277 7 _ 3 I #t/ /6 N Z SHEATH 5HEAR WALL `7 " t 3 2 /, CDX PLYWD OR 7 %go 05B ONE FACE, BLOCKED, w7 gd N AILS AT 3 O.C.' OR 15 GA. x /x2 STAPLES AT 3" C• AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. OVERTURNING Mar = 369(?a) = /9,926 = ( t /OC/o)C6) * 3( 9s0 Kier LIPLiFT = 19,9261 9600 -2 2. Ni . 7 USE SIMPSON HDU4 5052.5 NOLDOWN EACH END O1 SHEAR WALL W710 SDS1/41-x2.5 SCREWS IN MIN. DOUBLE TRIM STUDS. INSTALL "75/&' DIAMETER BY 3"' RAWL 'BOLT, PHILLIPS RED HEAD OR HI LTI 1CW1K -BOLT. DENNEY ENGINEERING, INC. DATE $I 7/010 PAGE os 38809 191TM Mc SC t 6 9i Lo T Auburn, WA 98092 46 /4 .50. /4-A St. Phonc & Fax (253) 939 -1373 7 *coda WA OA /A/ STORY SHEAR WALLS WIND FORCE F= / 395(2 / 46) = 5535 DESIGNATION O SEISMIC FORCE= 85401 it )7-'27/ 7 # Locat oy RIO)* side of open a' CUMULATIVE LENGTHS 5 / I = /6 SHEARS WIN 0: 'IJ"= 5E35 _346V SEISMIc: X70 #� 140 /542" �� �! 05B OAUF. FACE, BLOCKED, v 7 Rd 14ArILS AT 3" O.C. ' OR 15 GA. X 1h." STAPLES AT 3 O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND' /2 O.C. IN FIELD OF PANEL. O Mor = 3 (S)(//)= 19,030 D L= ( 8(9)('O)+ 100)(6)J =33 # KIST UPLIFT = 19,430 554L - 3529 it 5 2. N 7 USE SIMPSON HDU4- 5D52.5 HOLDOWN EACH END or SHEAR WALL w71OSD5 1 /4x2.5 SCREWS IN MIN. DOUBLE TRIM STUDS. INSTALL 1 DIAMETER BY 3"' " RAWL -BOLT, PHILLIPS RED HEAD OR HILTI KNllk-BOLT. DENNEYENGINEERING,INC. DATE 5iVI / PAGE all 38809 191" Ave SE , 5 /DH[/ ROMPS Lor 4- Auburn, WA 98092 4!0/4 50. /4-R St, Phone & Fax (253) 939 -1373 u1* wi /n WA MA /Al STORY SHEAR WALLS WIND FORCE C—= l7, 395(13/4(0)= 3 4 12 (O # DESIGNATION © SEISMIC FORCE = g5VOO tt ) = /60 82 Loom-tow R4At &levetro CUMULATIVE LENGTHS 29 8' ¢-2µ = (0/ I SHEARS W IND: - i!"= 3 ... 5.6#4 (P/ sEISMIc : v'— 1482 _ 2 #- (D gi e SHEATH SHEAR WALL / I_ 3 2 , � CDX PLYwP OR '46 055 OWE FACE, BLOCKED, 1 7 R'd NM LS AT 6" O. C. ' OR _15 GA. x /Y2 STAPLES AT 6 O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AIJD /2" 0.C. IN FIELD OF PANEL. O V ERTURNING M = . = 4032' DL = j?.4)l17(s s)(s) f loog)(8)) =i t o Oar un-in- _ 4 /4 - — 't.4 net a,6/ No Ao /So s re 'd DENNEY ENGINEERING, INC. DATE Ri 7/64 PAGE _0 38809 191 Ave SE 5/ p y// HoMs L o r 4- Auburn, WA 98092 46/4 50. /4 -Ri'14 5t . Phonc & Fax (253) 939 -1373 7z i4 w fa d WA MA /V srORYSHEAR WALLS WIND FORCE F= /60,695(1 '45/75) =322$ DESIGNATION OM SEISMIC FORCE = Ff76 ( rr ) =1694# LocAtIoy Front wall ofgarae CUMULATIVE LENGTHS 7.5 7.31= /51 SHEARS WIND: - Tart 3 22e 21 5 */ /5 SEISMIC : V'= 1c09si !134/ /5 h N 3 SHEATH SHEAR WALL "y /x (32 CDX PLYWD OR 7 44 n BLOCKED, y' Sdd Ntk1LS AT &" O.C.' OR /5 AT 4" O.C• AT PANEL EDGES AND WALL -PIER /2" O.C. 11.1 FIELD OF PANEL. 7.5 OsB OAIE FACE l GA. x / / I/ STAPLES BOUNDAkI AND O M 215 7.5)(9) _ /4;573 # f,L /3)LroC)(7.5)f10 =700 . j.IET UPLIFT = / ,/ 5-13 7w _ l5gt # N $' Use SIMPSON FfPAMDZ2 IOLDOWN EACH SIDE of SHEAR PANE. V17 23 -Mad / IN DOUOLE TRIM STUDS AND IN RAM Joisr ( 23-16d TOTAL) DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 M' /A/ STORY SHEAR WALLS DESIGNATION Lac no1J Left wall o, fara7e CUMULATIVE LENGTHS la / 7 1 -7 / = /3 SHEARS WINO: -vet 5342 - /3 / - 28 ' 0 3 - 21 th it /3 SEISMIC : N 4 SHEATH 5HEAR WALL '7 � /32 COX FLYWO OR ? G / 05B ONE FACE, BLOCKE_D "7 Rd NMLS AT 3" O.C. ' OR N GA. x .-". STAPLES AT ^' 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. OVERTURNING 4,4/ Mar = 4ll 00)(9) = 22a4 P1= v3)rI7(s)(6)flo(/8yean= /2!04 /JET UPLIFT = 2'2,194 / 264 - 30667 DATE R•�17 /Olo PAGE 4 (o i4 50� 4R 5t. 774toi /a WA WIND FORCE F-- /4 6 =53' 2 GEtSMIC roRCE = 6760( u 2'0103 # N 9 Use 51MP5ot STNAIO(RJ) HoLDOwN EacH SIDE oP SHEAR PANEL W7 26-le p 5 /NKERS IN POUI3LE TRIM STUDS AND IN RIM JOIST �2$- /lop TOTAL) MA /'i STORY SHEAR WALLS DESIGNATION Loos:now /✓itemelt Wall. See plain CUMULATIVE LENGTHS 9 9'4- /3 4'4 35' SHEARS DENNEY ENGINEERING, INC. 38809 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 WIND: - Hgam/ 35 - v - = 2 /4', = 62 35 SEISMIC : DATE RA 7/04o PAGE 3l 4 15 4R St. ¢ 4 'rat wila WA map roRcE /6,693 SEISMIC FORCE = 8760 ( N )= 2/0 /0 14 1 SHEATH SHEAR WALL '�7 , C 3211 CDX FLYWD OR 7 /G " 055 ONE FACE, BLOCKED, w / 8d NAILS AT 6" 0. C.' OR 15 GA. x /%z " STAPLES AT lo 0.C. AT PANEL EDGES AND WALL-PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. O Mot = .//6(4)(9) 24 /t PL = ' L/7(3)(4)+ /000 ¥4) f /o &S(4)J = l//0 # ?IET UPLI = 4L /1 /6 - 507# (mrnirrl /) 'f 2 No Aoldow'ns rep! Sok plate nail/J is suFficre DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 MA /Ai sroRY SHEAR WALLS DESIGNATION Lockr1ot Rear elevateon CUMULATIVE LENGTHS .5 3 1 f g / = l.5 SHEARS WIND: 'list 4&* _ /5 SEISMIC: 1P= 2/02 c No /5 ?JET UPLIFT = 72-09 322 _ l n # 3 2 DATE M7 /06 PAGE 33 4 /4 .5 48 St, ¢ rat a /a WA WIND FORCE r-= Ma, C/95 ( /0' /75)= 4 SEISMIC FORCE = 5760 ( '• ) = 2 /02# N 5 SHEATH 5HEAR WALL '7 1 ' 5 732 " COX PLYWD OR 716 l 055 OAJ FACE BLOCKED, w 7 FO NAILS AT 4 O.C.' OR /5 GA. X / 1/ 2 , STAPLES AT 4" O. C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. O MoT = 267(3)(Y) = 7209 it /2L ( 063) /CO )(3)] = 8'22 # N S USE SIMP5oN HP°ANA22 HOLDOWN EACH SIPE OP SHEAR PANEL w7 23 - /6OL1' A) /L 55 IN POURLE TRIM STUDS AND IN RIM JOIST ( 23-Mod -rorAL) DENNEY ENGINEERING, INC. DATE �� ,WAGE I j 38809 191" Avc SE /(�N(� HOMES Lo r 4- Auburn, WA 98092 44 / 4 50. /48-71/4 St. Phone & Fax (253) 939 -1373. rig witg WA • Anchor atolls (or ShearGt/a //s le"G//arneter Shear capacity in 2x mudsill = 83066)= 4328 (See p..34) 41) aciI79 .5= /323x total wail lenith* 9r ss shear force 4: /n c /ud, nq lengths an der w!n (lows Shear Wail T 5= /328(34) 2960 J 5 /328(15) 5535 K s= /328'(16) 5535 L 5= /3n(e l ) 3426 M 5= /329(20) 322.6 IJ s /328(22) 53 t t P 5 /328 (35) 'jug G2 5= /323(33) 4006 = 15.5(0 -3.60 = 3, 84' = 23, loo' F,23' - 5,47' - /(.29 = /0. / Use 6 1- 0 /1 0.c. N10 Ni1 N11 N14 NW N10 N110 ?J1O Use 3`O Use 3 /0"oc. C/selo-0'oc Use l "oc Use l0-0 ° o c. he e9 C6 0.c. t ,� Use - 4 o c DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE M7/06 PAGE 3C ..SiDHri h/oiw s Lo r 4 40 /4 50. /y -R*/Lj St. Th,t GU/ /.r t44 N 10 'INSTALL 5/ U DM. x /0 ANCHOR SOUS W/ 7" MINIMUM EMBEDMENT AT td o MAXIMUM O.C. INSTALL WITh1 SIMPSON BPin -c BEARING PLATE WASHER. WASHER D(MCN51ON5 ZU X 2 X 14 'INSTALL 2 /3 DIA, x 10 ANCHOR 801.T5 vir/ 7 11 MINIMUM EMBCDMU.NT AT 31-00 MAXIMUM O.C. INSTALL *WITH 5IMPSON 13P BEARING PLATE WA51•IER. WASFlE12 DIMENSIONS 211 x 211 x 3411. Thickness i p o G=0.67 Red Oak G=0.55 Mixed Maple Southern Pine 0=0.50 Douglas -Fir -Larch 64.49. Douglas- Fir -Larch (N) 6=0.46 Douglas - Fir(S) Hem -Fir (N) I tpdaa := ,uaW, W d S ZII lbs. Zs lbs. ZII lbs. Zs lbs. ZII Zs lbs. lbs. ZII lbs. Zs lbs. �b lbs. is lbs. red§ 0000_ 730 460 660 400 620 370 620 360 600 350 1020 630 930 560 . 890 ':' 520: 880 520. 860 470 1.5 1380 850 1270 660 .1220 580 1210 560 1180 520 1800 960 '1670 ': 720 1610 630 1600 ' 600 1570 550 2280 1020 2140 760 2080 680 2060 640 1930 600 0.500 780 560 750 510 730 460 720 450 710 430 6.0 0.625 . 1220 . .770 • ' 1170, • '650 1140: 600 ' '1130 " 590.. 1030 560 and 2.5 0.750 1760 970 1560 830 1480 780 1460 760 1410 730 greater 0.875 ' 2190 ; 1200. ':. 1960:.1 : 1050 - 1870.2. ;.. - 990.:' . • '1850 1 , ..970 • 1750 920 z 1000 2670 1470 2420 1280 2310 1120 2290 1080 2220 1000 0.500 780 560 750 520 730 490 720 490 710 470 0.625 1220 , 850 ; 1170' , b:.780 . 1140 i . 710 ' 1130 ., 700.:. 1110 660 3.5 0.750 1760 1150 1680 950 1640 880 1630 860 1600 820 0.875 2390 ' 1370 • ; 2280' ., 4160 .. .2230'.';' - 1070:- .: '2210' • .1..1050 ` 2120 1000 1.000 3120 1620 2850 1390 . 2700 1300 2670 1270 2570 1230 Table 8.2E Bolt Design Values (Z) for Single Shear (two member) Connections' 6.0 and greater w+� I. Tabular d lateral design values (Z) for 2. Tabulated lateral design values Caere 3. Tabulated lateral design values (Z) are for sawn lumber to concrete' ness 1.5 2.5 3.5 m D in. 0 :875 1.000 0.500 0.625 0.750 0.875 1.000 0.500 0.625 0.750 0.875 1.000 G -0.43 Hem -Fir lbs. lbs. 330 420 460 500 1800 540 1530 700 • 1040. 1350 1720 2150 400 530 690 830 900 700 460 •1090 610 1570 760 2030 • 940• 2460 1170 0=0.42 Spruce - Pine -Fir lbs 2 lbs. 570 330 820' ' ' 410 1140 450 1520 490 1760 520 690 390 1020; :•,520 1340 680 ,c; 1700: :, 810: 2130 880 690 450 'r"r:1090'..... 600 1560 750 2430 1150 0.0.37 Redwood (open grain) lbs. Z lbs. 530 780 : 1090 1360 1560 300 350 370 410 440 670 350 1250 620 r :. 1600 :. -. :680 2010 720 670 420 1050 :. , ti 540 1490 670 1850 850 2260 1020 G=0.36 Eastern Softwoods Spruce- Pine - Fir(S) Western Cedars Western Woods lb lbs. 520 770 1080 1330 1520 290 330 • 360 390 420 670 930.:• 1230 1580 1990 340 .460 600 660 700 670 400 1040 . 520 1470 660 1830 . ' 840 2230 980 bolted connections shall be multiplied by all applicable adjustment factors (see Table 73.1 • for lull diame er bolts (see Reference 6) with a bending yield strength (F of 45.000 psi based on • dowel bearing strength (F,) of 6.000 psi for concrete with minimum f m 2000 4. 6' anchor embedment assumed. . - AMERICAN WOOD COUNCIL psi. G4.35 Northern Species lbs. lbs. 510 760 1060 1280 1460 660 910 1200 1550 1960 660 1030 1430 1780 2180 280 320 350 370 400 330 450 580 610 680 400 510 650 810 940 36 PANEL GRADE. . • COMMON NAILSEE DR STAPS LENGTH. ANDGAGE FRA MINIMUM FASTENER .PENETRATON IN FRAMING. (Inches) MBa1AUM• NOMINAL THICKNESS (Inch) MINIMUM NOMINAL . WIDTH OF FRAMING FRAMG MEMBER (Inches). BLOCKED O(APHRAGI S. UNBLOCKED DIAPHRAGMS Fastener spacing (Inches) at d aplragm boundaries (al uses) at continuous panel edgesparaasl to load (Cases 3, 4), and at aU panel sdges( S and 6) • Fasteners spaced 6 at supported edges 6 � b I 2' tie I r . ((No �� edges continuous joints parallel to load) other configurations (Cases 23,4,5 and 6) .. Fastener spacing (Inches) at other panel edges (Cases 1, 2,3 and 4)e 5 6 * 3 V N uh f El /2 16 Gage 1 3 • 2 160 210 315 360 140 105 3 180 235 355 a00 160 120 1'/= 16 Gage 84 IOC` 15 GaaC -1444:s 13 4 1 1 /a I t/_ 1 'its 2 255 340 505 575 • 230 170 3 285 380 570 645 255' 190 2 • t65 I 2:$. ; . 33$ 380 150 . 110 •• ' - 3:. K' I 2' IS / 5 3 300 400 600 265 2 9 � e - � . � .a � • �6677 yy -33 77 -6si- -l99• 3 325 3 CO 550 735 290 215 ( 2 / l'C r . 3 180 1 35� 355 44 0 7 5 .+ q 160 120 v ? t tS lode .s 16 Gage l' /, t �-- ° �. $ g _?� al \ -- it..-- 3 .0 :40 , - w 2 t75 235 350 400 155 Ili 3 200 265 395 .450 175 130 0 173C 2003 a w (continued) HO RIZONTAL TABLE 23063.1 — continued RECOMMENDED SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH MING OF DOUGLASSIQ OR SOUTHERN PINE' FOR WIND OR SEISMIC LOADING kepis/ ems fir Group wends a O O 2003 INTERNATIONAL somata cobre DENNEY ENGINEERING, INC. DATE M 7 /oh' PAGE 38809 191" Ave SE 5/DNV NOMES Lo r 4- Auburn, WA 98092 qo / 4 .5a /4-R-114 St. Phonc & Fax (253) 939 -1373 raA coda WA- Roof t/a Transverse Shear Lon9;tadt;la/ Sheer Vtr max. _ ll�� N 12 ROOF DIAPHRAGM USE 1 3 2 COX PW OR AT 60" o.c. OR IS PANEL EbGES AND IN FIELD. 3030/2 94 46204 = 118' 441 • a (0 056, UNSLOcKED, GA. x / 92 if STAPLES AT DIAPHRAGM BOUNDARIES 36i wj 8d 6 o.c. AT M / 2 „ O.C. DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE Rh7101o PAGE 3 4l0 / 4 50. /4R .St, 7' /a WA• F /oor .DtapAI rag nt Transverse /4c/ #� F =(9310512)4 = /38 L.on?i tudi n a/ Wino/ • F t ? 00,075/2)/25 = 202. V /✓laxtmanr 71'= 202 Use shear values 7C,r /5 792" Structural plywood n lti�o /ied by 0. 82 for use wit4 Orup 5 woos/ joists. (Henn - Fir). else l "rid coxp /ywood hod nails at6 *o.c. @paneledyes Shear dl /owa6 /e per I8C- 2033 fable 2306.4.1=320(.13)= Zqg #/ Clcce traoinote a. Capac; e of PAP 4.0., Wile = 5O psi " c/ia. bead spreads iv 54/' List (2)- 4" beads @ pane/ edges. cllra' = 2675)=/, 5" .shear capacit = 50e/1 S)Gz) = 90o #X 7vta /capacity of /ue nal4;o9 700 1- 262 = //l02'4 > 242 # / OK N /3 FLOOR DIAPHRAGM USE. / if .T 4 G PLYWOOD, UNBLOCKED, ¶Cod NAILS ®t O.c, AT PANEL EDGES 'AND 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH ,(2) - %4" DIA. QEADS AT PANEL EDGES AND (I)- 4" QIA. x 12" BEAD AT 24" O.C. 11.1 FIELD. Roof Loao?s 2L DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 — psi e" ps f 9.00 psf fist (.00 p s f / -50 p — psf 1.50 p 2.50 psi /.CD f s F psi DL 17.00 psi L L 25.00 p 42.60 /05 DATE FVE 7 ,706_ Compos;t;?on Roofing .»hake Roaf''ny Concrete 7% /e Root-;;;,7 Sie etMe ta/ Rooh'i) y 5 &-49 Jheot'iy Plywood/ -Cheat/71)1g 77'v6er Decki -y Trusses or Rafters 6WV Celli??? Shea#2/r;9 Insa /ation Mesc , 46 /4 50. /4-R St. 77, coda WA PAGE 40 DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Beans /headers /Y/k. Pl Descr: f / eader over u/tndoul to BP..drM. 4 SPan /3.5' C'anti /e✓er(s) Left .'%. Est Dm. we- /5 7116. %l)ro/Mi : Lin /Form : Roof /3' P /oor Waft Trran9a /ar : Roof Partia /: from To Pt l7(l3 f =235 q, (2.6- t/5)03)- #/ Trranyu /ar a' = zoLL L/n./orrrt /"ar eia/ Partly/ WLL a t /Header Se /ec tron 5re x/454 GL24 -V4 DATE S07 /o(o PAGE , --11 y 5/�HU Homws Lo r 4 46/4 50. /487 St. 7 u,Awi /a Wt4 4/4. 122 Descr: deader over UJlv►Aloui rn •Fc nQ%'q Rrn. Soan 15 Canti /ever(s) Left A Est. Dm. /IJt 20 72/3. Wed/A : an /form : hoof 6' F /oor waft Trran9a /ar: Roof Part/a /: Fronj* re Un.6orrn tv 1740.1-20 = /22 w (2 4 130 Tr/anyu /ar &= • ALL - l abs. Wa Sean -, /Header Selection 57e x /4/2 6 1 22F -V4 Job Name: SIDHU LOT 4 Beam Mrk: R1 5.125 x 10.5 3.497 kips 3.497 kips :< Span(ft)= 13.5�� Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 235 psf Live Load = 283 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 10.5 Bending stress: +M fb = 1504 psi for +M = 11.8 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 88 psi for V = 3.15 kips Dead Load Deflection = .197 in Live Load Deflection = .238 in = L/ 681 D +L Load Deflection = .435 in = L/ 372 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name: SIDHU LOT 4 Beam Mrk: R2 5.125 x 9 Z. SY X /QIz 1.89 kips 1.89 kips 1 1( Span(ft)= 15 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 122 psf Live Load = 130 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of liQad factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 Dead Load Deflection Live Load Deflection D +L Load Deflection = .248 in = .264 in = L/ 681 = .512 in = L/ 351 43 BEAM SIZE : 5.125 x 9 Bending stress: +M fb = 1229 psi for +M = 7.09 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 55 psi for V = 1.7 kips Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Beats /64ao4rs DATE SV/ /O(o PAGE 141,1 SiDHii Rows Lo r 440 /4 .50. /y -R-eGi St. 7Zu.A w /a WA N/k. R3 Descr. Weeder ever windows /n t la b0c $'.Dnin'i� S�oan /3.33' C'ant/klier(s) Leff Rt. Ert, Bm. ![J& /3 Ti6. lUid46 : an/ corm : Roof lir 77-ran9a /ar: Roof Partite /: From re Uniform iv -- 17 /3 = 26L7 ' ALL- (254. I- )(,I) =2 '?- Floor We!/ Menyu/ar OIL= woe. TA 111 1.4 7: " Bean-, /Reader Selection 5� 1654' 241F -V4 Part /a/ Descr: Headers over Se04 13 4oen co 33 C'anti/e✓er(s) Le {t Rt. Est. Sm. !Ul'• /. 771/46. CDidi : On/Form : R0el 7' F /oor We!/ rrranya /ar : Roof Parties/: from' ro L/n,orm u)) l7 89-+L ° (5'O */ ii ( t. /s)'78 r-/74 rrianya /ar m Wit = W oc. = a LL Seam/Redder Selection G)(8OF#2 /'tea rn a / Job Name: SIDHU LOT 4 Beam Mrk: R3 5.125 x 9 2.933 kips 2.933 kips :< >: Span(ft)= 13.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 200 psf Live Load = 240 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 45 BEAM SIZE : 5.125 x 9 Bending stress: +M fb = 1695 psi for +M = 9.770001 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 86 psi for V = 2.64 kips Dead Load Deflection = .254 in Live Load Deflection = .304 in = L/ 525 D +L Load Deflection = .558 in = L/ 286 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Job Name: SIDHU LOT 4 Beam Mrk: R4 5.5 x 5.5 1.025 kips 1.025 kips 1 i< >i Span(ft)= 6.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 150 psf Live Load = 174 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.5 BEAM SIZE : 5.5 x 5.5 Bending stress: +M fb = 702 psi for +M = 1.62 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 46 psi for V = .92 kips Dead Load Deflection = .055 in Live Load Deflection = .063 in = L/ 1197 D+L Load Deflection = .118 in = L/ 643 Allowable bending stress: for +M: F'b = 1250 psi for -M: F'b = 1250 psi Bea,s /fr/eaa/ers Alk. R5 Desc: Beams over Garage br• SPan 11.33 Canti/eeer(s) Left Re. Est. A /tt 15 Ti6. CUra�di : L/n /Form : Roof 4' Floor CUBI/ Trranyular Pa'rtia /: From azbc. = 17 0) 7 S r $3 7 K w (v.7¢)($) =$7 %/ Trianyufar MuL Parti a / GUp = Sean - /Ne8U/er Se° /ec to n 4x12 0062 DENNEY ENGINEERING, INC. DATE $'fl7/Ola PAGE 38809 191" Ave SE 5/OH /I HOMES Lo r 4 Auburn, WA 98092 • 5 /4-R7 St Phonc & Fax (253) 939- 1373 7-u� wiln WA • Job Name: SIDHD :LOT 4 Beam Mrk: R5 3.5 x 11.25 1.388 kips 1.388 kips 1 1 1 1 i< >i Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 83 psf Live Load = 87 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1080 2. Allowable Shear, psi: Fv = 180 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 3.5 46 13 BEAM SIZE : 3.5 x 11.25 Bending stress: +M fb = 921 psi for +M = 5.67 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 48 psi for V = 1.25 kips Dead Load Deflection = .2 in Live Load. Deflection = .209 in = L/ 935 D +L Load Deflection = .409 in = L/ 478 Allowable bending stress: for +M: F'b = 1080 psi for -M: F'b = 1080 psi DENNEY ENGINEERING, INC. DATE W/7/0(0 PAGE I n 38809 191" Ave SE A Lor Auburn, WA 98092 Phonc & Fax (253) 939 -1373 46/4 50. /48 7 .tAtoi a, WA 2nd Szary F /oor Loaes Ix. 2,4o . psf Frarnt9: 2 fist Shea rb.:; 9 - fist dnder/ay 150 psi' Carpet •, 2.50 psf awe re/ &5 -- psf Sus9tnhn9 Ce;! 6 fist' ,Wech L t9. 0.50 p cer pL 0.00 psf L.L 40.00 psf 7t.50.00psi Math Szra neer Loads. Dt 2.00 psf Framihq • 2.50 Psi* Sheat i.ri9 2.50 psf L/ndenFloor lnsula6on /.50 psf Carpet — psf 5140 ceia.7 psf 5usedrich: 5 Ce; / /•%r9 psf A9ech • Z./04f. ete, 1.50 ps der• D[ /0.00 rsF LL•• . 4o.00• pre rL .50.00.p .$•t Beams /14a cis rs 2k. 2F1 Descr: ,Beane over &a rage 4fan 19' Canti%ver(s) Left Rt. Est, An. , 2S 7714. sz4'b' S : L/n, form : /goof q' Floor 7.5 we!/ 9 Trran9a lar Pa'rz`ia/: Front To w 17(1/) + 10(7.$) -/- 8'(9)+ 25 =359 X w - (25//./S)(9) =4p6 lli,.fn�^rn DENNEY ENGINEERING, INC. 38809 191" Mc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 T/anyu /ar al au= Partly/ Wtt Bea» /Rea/er Selection 5Yexlel% a 21F -v4 DATE R4770& PAGE _' i SONE! HOlv1P5 LOT 4- 5 4R14 St. raftwila WA Job Name: SIDHU LOT 4 Beam Mrk: 2F1 5.125 x 16.5 8.123 kips 8.123 kips ;< >: Span(ft)= 19 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 359 psf Live Load = 496 psf OC Spacng = 1 ft GLU-LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 2400 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 1991 psi for +M = 38.58 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 130 psi for V = 7.31 kips Dead Load Deflection = .305 in Live Load Deflection = .421 in = L/ 541 D+L Load Deflection = .726 in = L/ 314 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 BeanWi 414.2F2 Descc Beam over S 20' C'anti /ever(s) Left 77Y2C. WAWA: Lin /form : Roof 77hn9ular : Partia /: From To lnf6rm = /0(5)1- F(9)f 25 =15t7 co LL= ¢d(5)r, 200IV Tianyu /ar aloL= CULL 44 = W LL Partia / Point Loads P, & 4.5 fr. /eft end P 3.4/ fel left end P ot A @ P DL fr. left end P a poL = Bedni/1-/eadar Se /ecttbn 5%x/144 GL 24F-V4- DATE $//7/040 PAGE 4D 5. 4R St. 4 774 >i /,a WA 6aragt carry/gin &a,1 2F1 R[.`. Est. Dm. idc 25 -- Floor 5' SU8// 9' I' = 4.7/ k PLC= Job Name: SIDHU LOT 4 Beam Mrk: 2F2 5.125 x 16.5 9.763 kips 5.297 kips :< >: Span(ft)= 20 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 147 psf Live Load = 200 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) P - 1 3.41 GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 X(ft) 4.71 4.5 5i BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2086 psi for +M = 40.42 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 167 psi for V = 9.42 kips Dead Load Deflection = .332 in Live Load Deflection = .456 in = L/ 526 D +L Load Deflection = .788 in = L/ 304 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi Bea,„s /f4eaders / /Y1k.2F3 Descr: es nit in 2nc7 f /DOr at ed p 61 P�tri� Sean 2 / Cant//ever(s) Left Re Est, Sm. OC °% CUioh6i : L/n i Form : Roofer— Root- 'S Wel/ — Trran9alar Pa'rtia /: From To C/n, 4rrn 'k !7(9 4-1600) -30 = 246*% uJ (254 is)(?) f 4o 0)=-474* P art / DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 7/o PAGE gg, $' /DHhJ HOMES Lo r 4 4to / 4 50. /4 -Thtt St. 77.1Ato /a WA Marla/or ev war Act Seam/leader Selection 5l 06 lz GL 2 '/F- V4- Job Name: SIDHU LOT 4 Beam Mrk: 2F3 5.125 x 16.5 7.77 kips 7.77 kips :< >! Span(ft)= 21 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 246 psf Live Load = 494 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 53 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2105 psi for +M = 40.79 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 124 psi for V = 6.99 kips Dead Load Deflection = .312 in Live Load Deflection = .626 in = L/ 402 D +L Load Deflection = .938 in = L/ 268 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi Beams/traders Mk. a Descr. &aril atMok 4Wtc/em cart, 3»;'.2F3 S 13.5' Canti /ever(s) Celt Rt. E.st. Bm. jtt'30 7716. tVth%'i : Lin /form : Roof ld. 5 Floor /0.5' waft 9" Thanfalar : Partial: From To w _ 17lro. s) f to( /o. s) * /o ( ?) 4 3a = o w ev (25415)0».5) ,' 4o0 o. s) = 104 -8 The nqu /ar aIIOL- wb6= llniform Panic/ Phiht.Goads P, & 4` fl: /eft end p 2.584 P a fr: left end DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 WLL 1 /e tend {r left end PDL = Bedrn //- lead /r Se, /ecttbn 5 Y e x / DATE R' /7 /Olo PAGE 4. 4 61 4 50. 4R�Lc St. ¢ ruku>i/a WA P LL ° 5.19 PLC= Pa= Job Name: SIDHU LOT 4 Beam Mrk: 2F4 5.125 x 16.5 12.569 kips 9.403 kips i i ■< >: Span(ft)= 13.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 404 psf Live Load = 648 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) P - 1 2.58 GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 X(ft) 5.19 4 65 BEAM SIZE : 5.125 x 16.5 Bending stress: +M fb = 2168 psi for +M = 42.01 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 198 psi for V = 11.15 kips Dead Load Deflection = .139 in Live Load Deflection = .245 in = L/ 662 D +L Load Deflection = .384 in = L/ 421 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi - 41 DENNEY ENGINEERING, IN 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 ,DATE 0( PAGE , SJDNU HOMPs LOT' 4- 46/ 44 5o, » .5t, 77.4cvi /a WA F /oar Joists Max. 5pOn t SpacIN? /lo" DL /0(133) /3.3 V LL = 4-00.33)= 53.37' Use // Ve "nil - 35o Pro See p. .5'7 �,.,,r ,,��.+ 8 's1« k { Llrkilt: >i: M /Pro :150 ?` ' " «.++ .a� ' rri � '�' TJN ProtflS0 x LOAD '6 0480 n7 ;o.''$ fi1/4 070n78E250 .11'i: , . - - 9)1. - 8 a TA" wae «:1:6t 91y49tk �r , ., � '7 r r! ; ' :r.; w. as : � .. :; w r l r .......,.::- ''`//l, 7 r w':`.. ' y .., ,�l.Y.a. ,. ' . C1A80 ' ". TOT 2 AA6U� i1`F46'# ` .+'.LOAD it , « 'yid+ %6Wa - 301 246 436' 246 s4113r 264 264 264 264 3trP $s •« 329' 186 }84101 182 186 182 199 199 199 199 f1''10' 142 152 149 152 • 152 149 220' 160 160 160 a:#:4141R3cF 160 131 160 4' 1 '12 1 t 5 1 87 131 124 189' 189' 124 189' 99 133 114 133 114 133 114 133 s"" =14! 1 57 166' 107 166' 95 65 107 94 65 114 108 114 147' 114 147' 114 '0416!48iir 39 48 _ 37 78 70 • 65 93 71 44 89 75 100 133' 100 54 100 c918W.f. 28 55 56 79 47 105 83 s 32 64 54 89 78 89 43 89 "onotni 20 83 41 ?t$44' 35 46 70 67 23 47 40 80 58 80 79 80 i-t 22!A*: 18 37 31 54 26 65 53 55 18 36 30 61 44 73 60 73 ''24s. " :- 9 30 61 24 45 20 66 41 89' 1 032, 1 02 28 23 47 35 67 47 67 • " 7 26 ,,,e 1 27 55 19 74 346A1k6 33 31 22 18 37 27 55 37 62 'it'18 ..s"• 36 18 26 18 26 26 19 39 30 22 4 30 57 y.-30181 21 25 18 36 25 50 �,.,,r ,,��.+ 8 's1« '4!.'ws +a14�d'r 4 {LrIC1 , LOAD .{' �U48 '. t�W�..5w1.fs'� .&1 . TOTALF LOADc TJN ProtflS0 x LOAD '6 0480 PI I ?LOAD •. l,l fr ,v. • U480• priv— i :771 ,...,,is e: %,- T • I . — ,_...s....•—•--- 8 `ia a ^ ! r ) ; LOAD s 1:1480 .: �t .64 „, • " • • iv More 550 6 WE ; LOAD 3 x "LOAD' 3 .4 LOAD' ;1.1480.'' 4 ., TOT , "LOADt. 65tY 301 301 301 436' 436' 436' s4113r 227 227 227 329' 329' 329' }84101 182 182 182 264' 264' 264' 16JEi128 152 152 • 152 220' 220' 220' a:#:4141R3cF 129 131 131 131 185' 189' 189' 189' 0 90 114 114 114 131 166' 166' 166' 1 18t18 65 102 94 102 102 95 147' 136' 147' 147' 4 i72Q,S rmlS22 48 _ 37 97 70 92 92 71 133' 102 133' 133' 74 J 54 83 73 83 55 110' 79 121• 105 121' s 42 76 57 76 43 86 62 111' 83 I11' ?t$44' 23 46 33 67 45 70 34 68 49 99' 66 102' iRs1289R4?1 18 37 27 54 37 65 27 55 40 80 54 95' inF3038$1 30 22 44 30 61 22 45 33 66 44 89' 1 032, 1 02 25 18 37 25 50 18. 37 27 55 37 74 346A1k6 21 31 21 42 31 23 46 31 62 36 18 26 18 36 26 19 39 26 53 ALLOWABLE UNIFORM LOAD , Hpw TO USE THESE TABLES 1. Determine the total load and live load on the joist in pounds per lineal, foot (plf). 2. Locate under JOIST CLEAR SPAN a span that meet, or exceeds the required joist span. 3. Scan right across the row until you find a cell where both the maximslm TOTAL LOAD value and the maximum LIVE LOAD value meet or exceed the required loads. In cells where LIVE LOAD is not•listed, TOTAL LOAD will control. 4. The series and depth of the appropriate TJrjoist is shown at the top of the column in which the cell is located. GENERAL NOTES Tables are based on: • Uniformly loaded joists. • Values shown assume no composite action provided by sheathing. • Most restrictive of simple or multiple span. • TOTAL LOAD limits joist deflection to U240. • 1IVE LOAD is based on joist deflection of 11480. • If live load deflection limit of 11360 is desired, multiply value in LIVE LOAD column by 1.33. The resulting live load shall not exceed the TOTAL LOAD shown. • Joist reaction (simple span) exceeds 120C lbs., web stiffeners are required at hanger locations. Web stiffeners may t e required for other conditions, see notes below. WEB STIFFENER REQUIREMENTS • Required if the sides of the hanger do not laterally support the TJI• joist top flange or per footnotes on pages 20 and 21. • n 550 joists only: At hanger locations where joist reactions exceed 1200 lbs. Facsimile Cover Sheet CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT Comments: To: Gary Singh Company: Department: Phone: 206/244 -1900 FAX: 206/433 -8788 From: Phone: Fax: Date: Pages including this cover page: BOB BENEDICTO (206) 431 -3670 (206) 4313665 06/25/2007 2 Department of Community Development Steve Lancaster, Director June 25, 2007 To Whom It May Concern: The following building permits have received final inspection approval and the dwellings located at the related addresses are approved for occupancy. Sine City of Tukwila • Permit # D05 -409 for dwelling located at 4614 S. 148 Street, Tukwila, WA • Permit #6Q0 -/ for dwelling located at 4620 S. 148 Street, Tukwila, WA If you have questions you may contact me at 206/431 -3675. Ro • ert Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 FILE NO. DATE TO DOCUMENT PAGES START TIME END TIME PAGES SENT STATUS MEMORY TRANSMISSION REPORT Comments: 151 : 06.25 15:23 8 9 *- 4338788 2 06.25 15:23 06.25 15:24 2 OK To: Company: Department: Phone: 206/244 -1900 FSLIC: 206/433 -8788 From: Phone: Fax: Oats: Pages Including this cover page: * ** SUCCESSFUL TX NOTICE Gary Singh 06/25/2007 2 TIME FAX NO.1 NAME *** Facsimile Cover Sheet C /TY OF TUKW /LA DEPARTMENT OF COMMUNITY DEVELOPMENT BOB BENEDICTO (206) 431-3670 (206) 431 3665 :06- 25 -'07 15:24 :2064313665 :publicworks /dcd 06-04 -2007 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D06 -322 4620 S 148 ST TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, 19t Ter Marshall, Permit Technician xc: Pennit File No. D06 -322 Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 fora period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431 -2451 to schedule for the next or final inspection. 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 07/04/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 September 5, 2006 Gary Singh 4224 S 148 St Tukwila WA 98168 Dear Mr. Singh: % City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number 006 -322 Sidhu Homes, Inc. - 4620 S 148 St 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 and Planning Departments. At this time the Building and Public Works Departments have no comments. Fire Department; _ Al Metzler, at 206 575 -4404, if you have questions regarding the attached memo. Planning Department: Carol Lumb, at 206 431 -3661, if you have questions regarding the attached memo. 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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) 433 -7165. Sincerely arshal hnician end File No. D06 -322 P:VemiklCorrection Lettem'2006006 -322 Correction Ltr N7 .DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Project Name: Permit File No: D06 -322 Date: August 22, 2006 FIRE DEPARTMENT REVIEW COMMENTS Sidhu Homes, Inc. 4620 S 148 St Reviewer: Al Metzler, Fire Prevention (206) 575 -4407 1. Submit a plan showing the location of the nearest fire hydrant. 2. The fire hydrant must be within 250 feet of the structure measured via vehicular travel. PLANNING DIVISION COMMENTS DATE: August 31, 2006 CONTACT: Gary Singh, Sidhu Homes, Inc. RE: D06 -322 ADDRESS: 4224 S. 148 Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. 1. The side yard setback is 5 feet, with 18 inches of roof eaves permitted to extend into the setback. The site plan appears to show over 2 feet of overhang into the setback on the south/left side, yet the left elevation shows just 18 inches of eaves. Please clarify for the left/south side of the property, that 42 of the 60 inches of required side yard setback will be clear of any eaves or other extensions. ACTIVITY NUMBER: D06 -322 DATE: 09 -06 -06 PROJECT NAME: SIDHU HOMES, INC. SITE ADDRESS: 4620 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Notation: Documents/routing slip.doc 2 -2gM2 ■serERMIT COORD COPY �--' PLAN REVIEW /ROUTING SLIP ❑ Fire Prevention 9- b DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Structural Incomplete ❑ q Planning Division Lai Permit Coordinator ❑ DUE DATE: 09-07-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 10 -05 -06 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -322 DATE: 08 -18 -06 PROJECT NAME SIDHU HOMES, INC. SITE ADDRESS: 4620 S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued pp t n LLI Fire ��( � v. Z aQ Bu di Mon Fire Prevention Public Work Structural ❑ Permit Coordinator ❑ In 0 -d4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 0$-22 -06 Complete Comments: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 %SERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 09-19-06 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments)4 Notation: DATE: P ivision Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: ttylIt j Departments issued corrections: Bldg ❑ Fireg Ping , PW ❑ Staff Initials: /f SEP 05 '06 11 :16PM TUKWILA DCD /PW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431.3670 Fax: 206. 431.3665 Web site: http J/w vw,ci.tu:4wita.wa.us Revision submi tats must be submitted in person at the Permit Center. Revisions will not be accepted through the mag fir, etc. Date: oi(D.b/ o ❑ Response to Incomplete Letter # ® Response to Correction Letter it - 1 ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sidhu Homes, Inc. Project Address: 4620 S 148 Contact Person: (tit &i , ,. Phone Number: Summary of Revisions `J Q elit s nih S l Z to? K 1lsk J Sheet Number(s): • "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Caner by, Entered in Permits Plus on V jai,, L Cii %ppllaronnrlt'onw- etplealiO1 s on IineVavision Iutmlittal Crowd: 643004 Revised: Plan Chack/Permit Number: D06=322 P.5 Steven M. Mullet, Mayor Steve Lancaster, Director C7TYppv uu SEP o 6 zoos PE RRMITCENTER ColVcdi ion Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary ® Short Subdivision ❑ Rezone Plat or PVC . ❑ Other . . Proposed Use: - "- W Res er�ial Single Family !a :Residential Multi- Family I. LI. Commensal ❑ Other Applicants Nl#rfe:fG Q S fi 1, 2 . j P ho ne: q 06— 294 — I Too f Propert Cr * mate • �, ,, / oxHi.ot Ntfmbac 1419 �. 'tr hfX, • ;-.5e: ; >cogado 0695 �t • Legal Des rim Map an $ �e.,�J� Part B: (To Be Completed by Sewer Ir 11 1. ❑ a. Se: provJdmdDyside feet the ste ption if necessary): �: _ .�' Agency) .- -, .. - ssnyto t. "• size . st vei . and the sewer system has the capacity to serve the ptbposed use. Improvement to the sewersystem of. . - sewer trunk or lateral to reach the site; and/or/ -- - coieoton s steth on the arxi/or "% i e4 , n ve t t fungi s 'Rini /// "OR ® b. Sher service wiN require an 0 (1) / feet of ❑ (2) the of a ® (3) other /des<xfbe): S ,, ..:• .> - 2. (Must be completed If be above Is checked) / ' ci a. Utah r tiaterrilinprovement is in conformancewith a Cotmty approved sewer ramprehens ve l i rn �: te t an d OR ❑ b. The iQ�p, .. 's m tmpravemeM will NicoskiNicoski a sewer camp rtsTYb�ple'nihnhendment , 3. CP a. Thep is within the Corporate limits of the Review Beard for extension of service outside the OR ❑ b. ‘Atinhostion or Elkia prove' will be necessary to provide tiaenprante Boundaty "� d „ ': "s"i :_ f _ , 4. Service the ecttic foikhwun9 3; PERMIT,.i a. ? bict,Connection Charges 4ue prior to connection: 1 iGFC: $ �SPC' S ti . UNIT $ ' :� e ' �_ l i 1At ; , ' t f r � ' (Subject y, r � lore h t y !M 4CJapacdy E1 , direectt�Yby I y Cos after b. Easemenis• C3 R c. Other ° °gorses 'h la ngs on tanustryn y + 1 . Charge's Cunenuy, t41361s3lrebt , q I will be billed ' A Connec ". the system• ( by tang ccumetrce 1 � / �' • UG gi' ANaY be Req '. : , r -0 .e` • v' a Q�?Al o ;Ai O t.^h+►fir i 1 . i l:;?0/ 0 4 I la t .,., AI Leo /L)W th. CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY � Certificate:otSewer Availability OR ❑ Certificate of Sewer Non- Availability I hereht certify that the above 'sever agency from ate of sig rhse. c h6' j 4 Nt ail ice i .a CEIVED zone CENTER 4 .R� / CITY OF TUKWILA . Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Site address (attach map andiegat description showing hydrant locat ion and size of main): PERMIT NO.: ►j "'tit Name:: Address: Phone: Phone: This certificate Is for the purposes of ❑ Residential Building Permit 0 Preliminary Piet ❑ Commerciatlndustrlal Building Permit 0 Rezone Estimated number of service connections and water meter size(s): • gent Signdfure I hereby cert fy that the above information is true and correct. en_ C - t4 --r,64, 0 CFs7 Agen hone . -Z er - 45e- 7 O Short Subdivision Other y , 3 mot_ Vehicular distance from nearest hydrant to the Closest paint of structure Is ' ft. Area is served by (Rater Utility District): £✓' — Qom• /9—r Date Permit Centedi3uil Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 1. The proposed project Is within 7 i.4.fr; ( �S r k_ (City/County) 2. ©'C'improvements required. 3. The Improvements required to upgrade the water system to bring it Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State Grose connection control requirements: A (Use separate duet if more roan Is needed) 4: Based upon the Improvements listed above, water can be provided and .will be available at the site with a flow of / /8 no m et 20 psi residual for a duration of 2 hours eta velocity of tO fps as documented by the attached calculation . Water�ivanemiity: CIT OFTUKWILA Acceptable service can be provided to this project AUG 8 2006 Acceptable service cannot be provided to this project unless the improvements In Item B-2 are met. PERMITCENTER 0 System is not capable of providing service to this project. 1 ) .,4 zA.it.- 144 4 #f . PtAt -322 /0 - /I.1 Date t-Fp: t,S 1 " - "Or This certificate is not valid without Water District No. 125's attachment entitled Attachment to Certificate of Water Availability." License Information License SIDHUHI980NO Licensee Name SIDHU HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602228341 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 4224 S 148TH ST Address 2 City TUKWILA County KING State WA Zip 98118 Phone 2062441900 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/2002 Expiration Date 8/30/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SF7678 09/01/2004 Until Cancelled 512,000.00 08/30/2004 #1 CBIC SF7678 09/01/2004 Until Cancelled 512,000.00 08/30/2004 Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP PRESIDENT 08/20/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SIDHUHI980NO 09/08/2006 x x x x x x x x x x x x