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HomeMy WebLinkAboutPermit D03-358 - CASCADE GLEN - LOT 12CASCADE GLEN - LOT 12 3813 SOUTH 132 "0 PLACE D03 -358 <a'.rs:ci -w v�;us: a�r�sn i,wr:;ut�.4 a i;�;r.za�iay: Parcel No.: 1422600120 Address: 3813 S 132 PL TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 12 Address: 3813 S 132 PL, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contact Person: Name: JAY KEIROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, D -5 Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DESCRIPTION OF WORK: NEW 3220 SQ FT SINGLE FAMILY RESIDENCE WITH 900 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, DRAINAGE FOR ROCKERIES, DRIVEWAY ACCESS, AND LAND ALTERING. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $319,398.00 Fees Collected: $4,116.49 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 300 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N DEVELOPMENT PERMIT Private: D03 -358 Permit Number: D03 -358 Issue Date: 12/31/2003 Permit Expires On: 06/28/2004 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 Public: Non - Profit: N Public: Printed: 12 -31 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 later Meter: N ** Continued Next Page ** c: Devperm D03 -358 Printed: 12 -31 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: /- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction_orthe performan ork. I am authorized to sign and obtain this development permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -358 Date: \ 2/ l/ 6 --� Printed: 12 -31 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600120 Address: 3813 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 12 PERMIT CONDITIONS Permit Number: D03 -358 Status: ISSUED Applied Date: 11/12/2003 Issue Date: 12/31/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: Manufacturers installation instructions required on site for the building inspectors review. 13: 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. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). D03 -358 Printed: 12 -31 -2003 .��1''•;Ciwt�.rsvr+xam "`. x.` S? �' 0.. �.,, w^^,.. �w'. k��`",•• w•• �e �"'"' Zi`. w"...:::...'""" �°'. r. insmaMA+ x% 4w1+ m.'+evewvo,�n'�r.��w�rrarXa.wtt . r,+ ao.^ rn�uttar ,Fwvnwar�.!aaaumw.nwx.,. -..ry City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: FIREPLACE CANNOT EXTEND INTO 5 FOOT SETBACK. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: The Land Altering Permit Fee is based upon an estimated 300 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 25: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H :1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 28: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations. 29: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 30: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 31: Anchoring - All new construction and substantial improvement shall be anchored to prevent flotation. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances doc: Conditions D03 -358 Printed: 12 -31 -2003 xT,�S� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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: — Date: '031 / Print Name: c-S11 - i- ) doc: Conditions D03 -358 Printed: 12 -31 -2003 Site Address: Tenant Name: CA-._; , G.4:1>C- -- - 1 1- Property Owners Name: gsbisKe-s Mailing Address: 'I "A3 119-D 13 611 'II Lx..1 '1> Name: Mailing Address; no )36 E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: Contact Person: E-Mail Address: Contact Person: E-Mail Address: Vpplications■perrnit applicalion (3-2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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** King Co Assessor's Tax No.: 3 3 Page 1 Suite Number: City Day Telephone: City Fax Number: City New Tenant: c - Z-VIJ O Day Telephone: Fax Number: City Day Telephone: Fax Number: 2e6 Floor: D.... Yes State Zip Z-61.D 6Pc72 State Zip 741 Z6 iGENERAL PNT:1?AcTog)[Nfo4m4TI0 State Zip 3 ac5 Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** " • • " , :412.ciiITECTD,F. Ali Plans staniPeabkAichiteCtOrReen. • Company Name: Mailing Address: State Company Name: Mailing Address: City Day Telephone: Fax Number: State ..No Zip Zip _ ;Ni!4`1A.4,AfIrtivti.3;:r Valuation of Project (contractor's bid price): $ z c Existing Builuing Valuation: $ • Scope of Work (please provide detailed information): S P (P P ) �� l of � L �' '\ t LA/ Will there be new rack storage? ..Yes ❑.. No If "yes ", see Handout No. for requirements. rovide.All Building' Areas: in Square FootageBelow Floor : :. 2na: Floor '' 3 Floors :Basement:: Accessory Structure's 'Attached Garage • Attached Detached Carpo Covered Deck.: Uncovered Deck • •' "Addition`to Existing .; Structure.:''' /6 3�sF i. • Type;of.. . Construction per UBC V k.J k) •:Type of Occupancy. per UBC 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) 1 g *For an Accessory dwelling, provide the following: Lot Area (sq ft): '70 66 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None J . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. L• pplications\permit application (3 -2003) 3/2003 Page 2 14:e: t ft nr.. .41"‘"a)4��', "414' 1tICS }PE I 'JNFO,RMATI Scope of Work (please provide detailed information) Water District ❑ ...Tukwila Ei Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...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 - No Disturbance A ..Construction/Excavation/Fi1l - Right -of -way Non Right -of -way _j ILATotal Cut Total Fill 3 OD lapplicationslpermit application (3-2003) 3/2003 cubic yards cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 13 ❑ ...Tempo Water Meter Size.. " ❑ ...Water Only Meter Size 11 ❑ ...Sewer Main Extension Public _ ❑...Water Main Extension Public „ Call before you Dig: 1- 800 - 424 -5555 , refer to Public Works'Bultetin #1:for fees. ;and estiiriatelsheet.; ❑ .. Highline ❑ ...Renton Sewer District ❑ ...Tukwila ®:.. ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage Page 3 Z ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip "Viotkr.', 4 V544.4 ,IrSatkUtrAi Unit :' Qty Unit Type: • Qty Unit Type: ' - "'" Qty : Boiler /Compressor: Qty Furnace <100K BTU I Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU ` . '--''. Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTt16 ; Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood l 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind M ECI `ANIGAI: PERMIZINFORIvi . N' 206�431 3670 >'iiaY .K t� �., ' Mr idtr t xa7•.1.., J n s,�. t a. :;t.Y ;!.ir .,ix {ti t �. yrrs; ,j'. .�J .,�., ..+r•;.t, 1. ,...�. ,: :bi�1� i >. '1 ,' -.� a , . ,�� MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: (' E -Mail Address: Contractor Registration Number: t1 : "j7 Expiration Date: J �5 / '2c D Lt. * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit Issuance" Valuation of Project (contractor's bid price): $ � 2) b Scope of Work (please provide detailed information): Use: Residential: New ....a Replacement .... El Commercial: New ....❑ Replacement ....I Fuel Type: Electric 0 Gas ....E] Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR THORIZE T: Signature: Date Application Accepted: Upplicationstpermit application (3.2003) 3/2003 Print Name: vd-•43> Mailing Address: K.t Date Application Expires: Page 4 City State Zip Day Telephone: (2-- ,6 3 1 Fax Number: City Day Telephone: ^' 4 7z " ?� � 7 ,.>r� c � i Skir.,a- r,<etx• °.'a e eirrria.)y:.rti7GW +! Date: IV( "z (o- 3 State Zip Staff Initials: i �'.7�!x:SC ? \Yl2�+P34 fl2`+!aSirt'�Fai YYikP 0.NY[(I z RECEIPT I-W Parcel No.: 1422600120 Permit Number: D03 -358 6 o Address: 3813 S 132 PL TUKW Status: ISSUED N o Suite No: Applied Date: 11/12/2003 Applicant: CASCADE GLEN - LOT 12 Issue Date: 12/31/2003 H o w w Receipt No.: R04 -00928 Payment Amount: 47.00 u_ Initials: SKS Payment Date: 07/21/2004 02:46 PM H w User ID: 1165 Balance: $0.00 z 1- 0 Z 1— w • W O • 9 O 1— w W I - U Type Method Description 1 a I. L I Payment Check 2399 47.00 lliw H I U -- O I— Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt DREAMCATCHER HOMES PLAN CHECK - RES pity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 Pf)6' � Printed: 07 -21 -2004 st ua54.'.�XL'l.�t:3 :sf z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT = Z � re Parcel No.: 1422600120 Permit Number: D03 -358 6 6 v Address: 3813 S 132 PL TUKW Status: APPROVED v 0 Suite No: Applied Date: 11/12/2003 cn 0 Applicant: CASCADE GLEN - LOT 12 Issue Date: w 1 H (.0 u_ w0 Receipt No.: R03 -01587 Payment Amount: 2,304.23 g Initials: SKS Payment Date: 12/31/2003 02:57 PM = cI User ID: 1165 Balance: $0.00 Z = . I- I- O Z I- W • W O N O I— W W Type Method Description Amount I u- O Payment Check 2313 2,304.23 LLIZ U O Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt DREAMCATCHER HOMES LLC BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 2,225.73 72.00 40.00 -38.00 4.50 Total: 2,304.23 ,.;:13 12/31 9716 TOTAL. 4323.90 Printed: 12 -31 -2003 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600120 3813 S 132 PL TUKW CASCADE GLEN - LOT 12 R03 -01369 SKS 1165 DREAMCATCHER HOMES LLC TRANSACTION LIST: Type Method Payment Check 3354 BUILDING - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description Account Code Current Pmts 000/322.100 000/345.830 000/322.100 000/345.830 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,812.26 .02 1,446.74 250.00 37.50 78.00 Total: 1,812.26 D03 -358 PENDING 11/12/2003 1,812.26 11/12/2003 04:22 PM $2,380.23 ` 11/13 3 97.16 TOTAL 3270.02 Printed: 11 -12 -2003 ti Pr ect: - (I L J .I 1-1,44 - 1Z Type of I s ection: Yp Ade s 1 3 2 0 0 Date Called ( J /oL/ Special I suctions: Date Wanted:-7 a.m. Requester: 4( Pho Ul : 4. ,' 3 47� N INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3/. PERMIT (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 63) 7Jr, 74- 0,6,4.4_ Date:._„ j $ .00 REINSPECTION E REQUIRED. Prir to inspec ion, fee must be p d at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: Projects (` ,�_: � - - r l" �t,t ' Lof Lt Type.of Inspection: -' 1z 1. i I ! ( K i _ , I»- , - J ' Adgress: e { 1 s Date Called: " � / j Special InsTructions: I Date Wanted: / l i b O r pm. Requester: -. I t - " )tkf Pho a No: .LJ I 0 —7t1....-0—' l l ` - INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. OMMENTS: Corrections required prior to approval. Inspector: f / Date: f; ? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ect: 5 CAA. G / J i T ype o t spection: �' _ p eg /; V _LA/ A- r e A re 4/3 S • /? Q l Date Called: / i .o,> Special Irfs"tructions: Date Wafite ' a.m. 22 D L, p.m. Request . �/ P ne No: c)(—o 6g74/ ifiEti+j: astir "•W>.`WS:CYs f,` rift:{" J iL.( 4�J: t; rt ✓ +;1::";f >i�}y:s::�.e'> WI 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 D33-- 35S (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 f�T 1EINSPECTION FEE REQUIRED Prior to inspection, fee m st be aid 6300 Southcenter Blvd. Suite 00. Call to schedule p hedule reinspection. R 'p(No.: Date: COMMENTS: Type of Inspection: ry _ I r ihal Address: ,, 3813..;$ °S I32Ma PI Vig fkAAJ I . utl Special Instructions: ,}. pf -''M r t . Date Wanted: ,/ �' J9 - 04 a.m. p.m. Requester: a li t 6 () j /Z) /, 2 / 4P9C - F . I �,tr� � /-(1—.?...,1 jjjj _ !! ( c z � /r;S .. .., d _1- l _AAA- !. (,,. `lY 7`y /a 7 (474-1 -Vi ?/L)1 ,.. J l iL L �,,s. -1. Project :Lastade. (71e� Type of Inspection: ry _ I r ihal Address: ,, 3813..;$ °S I32Ma PI D ate Called: . 7 -15 -o Special Instructions: ,}. pf -''M r t . Date Wanted: ,/ �' J9 - 04 a.m. p.m. Requester: a Phone No: 2o6 - Soo - 687 / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. S EA s �) INSPECTION RECORD Retain a copy with permit D03 -358 PERMIT NO. Corrections required prior to approval. Inspector: Date: 7/Ph � / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj (' ( WSC - aCC -P l�1-'to 1 Type of Inspectior)- • v Address: S ■ 31 Date Called: Ac - 5 -04 Speci Inst ons: Date Wanted: _ (a.m? Requester: t 1 N‘C� Phone No: w INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20 1 - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto . 4„„.12 Date: �( 0`' I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ' t: f Type of Inspection: �) A r ss:!! . , (3,.- - Date �alled: . 5 ( I d`.f S ecial In tructions: Date Wanted: gli': Requester: '' lit Phone No: A t ,F ��° ra, 4 i ; k;9 rte' �3;iFati�shfH'«: }% r.`? �+✓ �1 76+ i�.' i' 1. �s�kiA .k:5�:..�,�. 13 CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT 6300 Southcenter Blvd.;, #100, Tukwila, WA 98188 (20.)4 1 - 3670 Approved per applicable codes. ' Corrections required prior to approval. COMMENTS: Inspector:i"—L (� NAIN 0 Date: iS - , s-oL ' ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: sg Z W O JU O 0 NO COW J u) u_ W 0 u_Q = a � W Z = W • W U � CIN W I— p U— o .. W = O ~ Z frA., Pr ject: i /'1 i Type of Inspect'on: �f6 es : 2 a Da allet tr ♦ r✓ Special Instructions: Date Wanted: r7 1 �a.m / ( 0/ DL t Requester: (\j c,i/ Phone No: ,.;���;�°��G i.,. 1� r � 6 ✓ :'��r F: :� n .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PERMIT NO. COMMENTS: Datej_— risp ctor: ter $ 7.00 REINSPECTION EE to ED. Prio inspection, fe mus e pid at 6300 Southcenter Blvd., Suite 100. Ca I to schedule reinspection. R ipt No.: Date: El Corrections required prior to approval. Pro'ect: _ CI frill i Type of Insp ction: I n� � 2 Ad ress: - 3 s , 13'1 Pi Date C �a t lgd ` 5) 7 )t Special Instructions: Date Wanted: 5 5 -, 0 � a.M. �I Requester: N ( (-, Phone No: 0 (0( '" 1 r � 0.-- . . 1 ? , n h!A NM j .r .: -?JG Al+ i�i't {� V i 'Y.il •t . , .emu:. o-3, . ..� IS Approved per applicable codes. D -3s 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: [Ws ctor: Date: 1 1k." /e) 7.00 REINSPECTI • N FEE REQUIR D. Prior to inspection, fee ust be aid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: Date: Z = i- ~ W 6 JU O 0 CO D W= • u_ w 0 u. a = I —Ill Z = ZO W uj 52 ci W • uJ tL 0 Z W O 1- Z P ject: l/ --to , ' C [e -� 1. Type Inspection: zk,rhji Ad • ss; (` 3,13 �/, Date Called: r I r n 04-f Special Instructions: Date Wanted �.°�: Requester: j • ( C., Phone No: —13b— a t iko INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bp PERMIT NO. El Corrections required prior to approval. COMMENTS: U nspe eta" I $ 7.00 REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be aid at 6300 Southcenter BIv Suite 100. Call to schedule reinspection. Receipt No.: Date;__ . h 0L7 Date: Dwle COMMENTS: < , Ai, L Type of InsppeEiop -- f , / )d r), . - # -,.•, 7 ' A4'e 411-71 1-z. 41 M 7 4 --, r3' .,'>--,/ A /4 li( le„-, c e/4 i,G.../ Called 41; C to (—Cl /CI LJGC.Gc" C. d f2, 1 14- G . 4 ,,At. i t 6 Add F lora. c /,' .6/0.-g-,, ° Date Wanted: 7) Do 4 (, ,' ,' b /thr .... 5 e ',I/ �� a / i ') '',51.1 4 i,....e? 14 ,..., A x / 't 2 1 `J ` Date Type of InsppeEiop -- t ; /1- CY 9 7 . 13., Ad r s: j Called „� Special Instructions: p! L ikC 4/I p 1-0A-C4- Date Wanted: a Requester: Phone I1 7 l ?Yo-3 st'�f'33:w a Approved per applicable codes. D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT .... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1 r i re bl 4 co i \ ,cacr;t c Yet' i1 \OM.. pp ) .T cc. S 0 �lv.v�rr� b gate Called. ( `� / Date 4 Jou 101_0 - kf) i - . 5 7\6, r (oi-e. 3, `G vv r' r C\ U V \ -e. ' \ n :-,.'-1 a b'' ' 't /'' ll 1, ire up S �c i r $ , .l ' i v-e l e, c se C' y r S.) �a191 A vsS G rear c)-f- lloU4�.- d'e-VG„ I 1 01, 2.. (o) �? 16cC2. kvv'SSr S -r —4-r, '1c,5 C (� Y `UIrrt G, I UU Y . Phone 2 ,0 CQ — 1 30 ■. Prec ( 6 Type of Inspe tion: Address: � � � p) Pit � gate Called. ( `� / Date Special Instructions: 6;1 1 Wanted.` ^� ►� Requester: Ki l b. lic IN Phone 2 ,0 CQ — 1 30 INSPECTION NO. I I I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 It 'Corrections required prior to approval. Inspector( Date:e:;_g - L " F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: «t- COMMENTS: ^ `` � f T W u„ S ,- s, Nc. -e C 0 r • prAcp tVOr Y'P V\rt. -2 v,` c 0 +11 1) h r (Kt ∎ ,A-t, e V \c. k .oar s Address: :2)$1l, 5 c,M.i1aC, Q rraVA\ Y` rpvy\PA, II 2 1 rpu�t c P I I\ n -P,ar S - CA A , ,�.:�6 �nn sl'u-vi`! �t S �j` I i `r0 MO v Cr , c) s* W' C ►pct C(0 a r ; p AYAtik .. ■ r t C 3 31!Sx 9 GL L, IVYt4 4I . U' Date Wanted: V \ - 7 - , - C i Requester: t 1 C i L) To‘c 3 A-Aci; 1 a. c� 1 is -co�- 4? , , n t .. c)ov (A\ a�rcn w. \0\0 CAL t Lt GYI�^� h5'lq" PV C Y r )v -e { 1 41o ( .. 0 or eD ro v \ A t) e-VV 1 h � $ S40 urn i t Ar rA Ir e1A 04- S \ t s\I-e -i a-0(1 Pro*ct: 41 (,._IaSCGC\P UJPIA 1 {•2— Type of Inspection: `` ..)Pa - wet L' Address: :2)$1l, 5 1 II Date Called: Li - .2H --Oil Special Instructions: .. Date Wanted: p.m. Requester: t 1 C i Phone No: `7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)03- 3Sa (206)431 -3670 El Approved per applicable codes. InspectorrV Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 5 '' Type of Inspe 11410 r C P5 A\ F3' cs C rx l I ?6( - e V (' ...‘c t. v vA \ Co .) 41 AU w n 4 1, , L-) 'o r\ 0 Y4?--e Date Wanted: 1 lAa - i ,n cA- lIP(i .�-i- Requester: 7) 1 1 d �4 ,n G vA oi- \' 1 c s--16;r a) Ma f N -V 1001-- 1 f Ct C thou, ` )---f i ,, v,p't. ow) e '4- . N .e Proje 4 . 0 SCC4 A -P Type of Inspe 11410 r l Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: txiG�'?` :. . ....'fir,•..�t:eti .. , is'. .. .{'147E3+`4taCT••sMw. Z oore INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. b03 c orrections required prior to approval. Inspector: Date: LI `;e-OL1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: • 5 0 J `l /i / °/ D. 3. /I 411:1 -..e 1Av 5- Address: /s/i3 5' /22- "X ido 17160-)t-q-1 ✓--� /1_,A,,, e [J , v (4) . ‘../1-eaL, -m 1?- S T `i.i .. L 7, , a v L . 4. j D, , j. - ft/4 v� ,, a.m. p.m. Requester: ._ J1 y 1 Phone No: Zoo 300 6 '7V Project: CASCno. . e/U Type of Inspection: • 5 0 Address: /s/i3 5' /22- "X ido Date Called: y Special Instructions: L or fZ- Date Wanted: 1/ a.m. p.m. Requester: ._ J1 y 1 Phone No: Zoo 300 6 '7V INSPECTION RECORD Retain a copy with permia. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: Date: zy� j El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: '�� ff Skectr WA Ac(dr \ S ' J 42) 44' I .) Top 4 — 0 k Special Instructions: Date Wanted: a.m. p.m. Requester: ,-)..) /-40, k 00 ✓ - CC 4 P 43 Uri A l)tlIto4 H S . (D h(11' \I •.A`� C 0 tM --P �-C 3) GO O itant" \ 4) V-e. 1 Incar ' I >, 5 0 C 1 0 • rs . I COLA( t(-e � ,Q . c . 1 1 , , 17 r p , 0 op, ti o 4P pew 7 1 Project ((r goo � 41 G,SC0rip GI N I.:2, Type of Inspection: '�� ff Skectr WA Ac(dr \ S ' J 42) Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: hone No: (4, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bO 358 Corrections required prior to approval. . ASq TQmI� Inspectorr" Date: 3 1 - 7- 09 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ('' . °' .r1C C..�- f " - 2 7 .. / a Type of Inspection: /t 7: .cam ' <. Z.- , s kA t Address: a %s'e.?4,' Z /.... /"Z--- Date Called: ` . /6 - U Special Instructions: Date Wanted: ma =r -/7- D , /, a•m,, - p.m. Requester,;-_... ,..—/n / Phone No: // 7 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE • �, (2'6)431 Corrections required prior to approval. COMMENTS: DIL Inspector ! - �-�- -� f 470,/ Date: s_ 1 _O L� ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: $5 Pro ' 7 7..." — ` f 1Z- Tyr fof Inspe tion: / 1 ,) U" (bt(14 a A r s: 3 _ pie Date Called. Special Instructions: t I � 0 Date Wanted. I 0 "i.. Requester: N , J ./ v .._ �} q Ph -- ` e 'UX — 13 © INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 121 Approved per applicable codes. ns e tor: C.e -rte- -, Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: Date: Date: 0 $47. 0 REINSPECTION FEE EQUIRED. Prior t inspection, fee n5ust be p al at 6300 Southcenter Blvd., Suite 100. Ca to schedule reinspection. IA* wA0ll lrottat ne h....�. Project: C.ecs ciele c - Type of I spection • a.�� - , � Caw!. Addre s: 4 4! 3 5 /,3. g L Date Called: i:/ i3 a // of Srecial Instructions: Loi hg.„ Date Wanted: c / / 4 a ' Requester: ` / Phone No: 6 - 73.4-7 %G, . 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. 35S (20:)431 -3670 ❑ Corrections required prior to approval. COMMENTS: pate: _ C •/7- ❑ x 0 REINSPECTION FEE EQUIRED. Prior td ins fee must be inspection, d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z • W 6 J U O W a W J = � u- w 2 u_? W 0 • w U 0 N aH w LLI Z U = O Z Project: {�� ,' �/Vl ;^ L�� ( tt (U t �" Type-of Inspe \ - 1 `o 1 J/ r:�I R A Addre C� 1 ., 1 a ` Date Called: (/� Special Instructions: Date Wanted: a Requester: + ' Phone No: -0 t.� �, Oro- i "o- LQ 7c4 proved per applicable codes. !Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (),11.?`" r1 (206)431 -3670 D Corrections required prior to approval. COMMENTS: I spec r: Dat 7 yr $411.00 REINSPECTIOt•)tFEE REQUIRED( Prior to inspection, fee must be Said at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P oiect: ') (rLe - c Type-of Inspection: , 1 !' J - c j! 1�� r 41)- i Add e s i) c , 1 —3 -P i D ate Called: t / DU' Special Instructions: p !NA i ® Requester: Ny�ze/ LIL 4 -' -'Z7 - � Cite b44. 0 O n MA Date Wanted: _ IcV U . I V Phon No : t..Q - 13D - ;'i (ea INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENT r.1 Inspector: f Date: Z- 10 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: — 1 ) 1 0 C P I S 1 er �! 1 I S Type of Insp ction ;, c_.t.�tr; cttc�r1 "7/�. 3e0 **'Ck 'i`e -goo r� 6 yl ; e A 3r s `:3 13,,,E . Date Called: I OC "e d l 2- H . spoke v i rt Special Instructions: O 0 SS 141 it. ' .f Q w e 2' Date Wanted: - •ri v -e $-r) G Pc.)-v i ev i n 4 cr Requester: k 1 V y A041 A r, Qn r'r` -L,r- Z-`, --`GL( - cAk-so cc 4-o C 4, rr -C; re .. Air? / 1 \./O r . G G +ra r C - e o:%,- (A) od . i r,r\o k i h4 ti m \,.. {- C W 4 c' ksk• jj S \ 04 r -Q.. f -e ''t-G loatid wot. t tAnGt -k d wl U 7:1) St YV�`I ` r,s tih. ,n we 4 2 . I ' N oi-e : ' � � sS go fa C e.. yo t �.\ \ o ttc� Vocrl , Y. y S Pb,.. oject: ect : - ( .at'' 1a Type of Insp ction ;, c_.t.�tr; cttc�r1 "7/�. A 3r s `:3 13,,,E . Date Called: 3 U Special Instructions: O 0 SS 141 it. ' .f Q w e 2' Date Wanted: a:i 41 oq -Felf Requester: k Phone N INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • INSPECTION RECORD Retain a copy with permit Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 2_ Li 0 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: q(A9 rn NOTES: 4' MAX. HEIGHT y / /i /> 1' MIN. CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH 6 SEE ABOVE FOR ROCKERY DETAILS 1 MIN. 16' UNDISTURBED OUTLET PIPE • SOIL 2' DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT-DIP GALVANIZED. ASTMA 3. ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING WITH SLIP FIT EXPANSION JOINTS. NON - SHRINK GROUT (MOUND TO DRAIN) NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. 2 (OR FLATTER) 1 1 1 17" 4' DIAMETER GALVANIZED STEEL SLEEVE 2% 1' MIN. 4' - ..1 L 8• 12' NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE•ORAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'-4• QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1' DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE; MIN. 2' GRAVEL UNDER PIPE. 12' WIDE MIN. 4' DIAMETER PERF. PVC, SDR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET; PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) VIEW FACING ROCKERY AND OUTLET PIPE D03° PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. 356 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4, IMPROVED WALKING.SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE city of Tukwila ROCKERY & SIDEWALK W/ SAFETY RAIL SHEET: RS -05 REVISION #1: 08.03 APPROVAL: B. SHELTON i IMENSMIE 9�, VII 1 File: D03 -0358 35mm Drawing #1 z W Ce JU 0 co 0 • w J • u- WO LLQ co Z a. W Z= H 1— O Z I— W • W U 0 O -. E w H r- .. Z WN U H- _. O ~ Z AN ARCHITECTS NORTHWEST PLAN RECEIVED CITY OF TIJKWII A NOV 122003 PERMIT CENTER Jamieson Consulting Job No. 23032 D LATERAL ANALYSIS FOR DREAM CATCHER HOMES FILE COPY PLAN M3220A3SU -1 TUKWILA, WASHINGTON CITY OF TUKWILA APPROVED DEC 1 7 2003 AS NOTED A BUILDING DIVISION /P,Z 7/03 I EXPIRES 8/23/03 NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 71)a3.3' WIND PER SECTION 16 DIV ID Design Wind Pressure: P = Ce * Cq * qs * Iw where: Ce = Exposure Factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor SITE /PROJECT SPECIFIC VALUES: Ce = 0.62 Exposure "B" (< 15'.) Cq = 1.3 Method 2 qs = 16.4 80 MPH 1w = 1.00 P= 13,22 PSF (< 15') 14.28 PSF (< 20') 15.35 PSF (< 25') 16.20 PSF (< 30') 17.91 PSF (< 40') FRAMING LUMBER : SPECIES Group III (or better) SHEAR WALLS: SEE SHEAR WALL SCHEDULE DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7" min. Embedment MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal EARTHQUAKE PER SECTION 16 DIV IV Base Shear: V = 2.5 * I * Ca * W / R where: 1= Importance Factor Ca = Seismic Coefficient W = Total Seismic Dead Load SITE /PROJECT SPECIFIC VALUES: I = 1,00 Ca = 0.36 R = 5.5 V = .1636 W STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. HORIZONTAL SHEATHING: 0'S B (minimum Panel Grade 2 -M -W) See Table 23 -II -H (use common nails spaced at 6" o.c . @ supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails Allowable Diaphragm Shear = 170 x 0.82 = 140 plf Floor: 5 /8 " w /10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 plf Zone 3, Soil Type D Shear Walls JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (206) 803 -2581 SHEAR WALL SCHEDULE (see 1997 UBC tables 23. 11.14& 23.11.1.2) P1-6 v = 198 plf 7/16 ". OSB, w / 8d (0,113") nails @ 6" o.c, Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d @ 6 "o.c. P1 -4 v = 304 plf 7/16" OSB, w / 8d (0.113 ") nails @ 4" o.c. Anchorage (interior walls only) to SINGLE joist ( or blkg) below: 16d @ 4 "o.c. P1-3 v = 350 plf 7/16" OSB, w / 8d (0.113 ") nails @ 3" o.c. Anchorage (interior walls) to DOUBLE joist (or blkg) below: 16d @ 3 "o.c. (stagger nails to alt. mbr) P1.2 v = 516 plf 7/16" OSB, w / 8d (0.113 ") nails @ 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to BEAM below: 16d @ 2.5" o.c. (staggered) P2-3 v = 778 plf 7/16" OSB. minimum, (2 sides), w / 8d (0.113 ") nails @ 3" o.c. note: use min 3" nominal studs & sill plate Anchorage (interior walls only) to BEAM below: 3/8" Lag screws @ 8" o.c. NOTES: The shear values in this table are based upon the use of 8d pneumatically driven nails with a minimum shank diameter of 0.113 ". All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members. �N EAi� TRAki0PeR e WALL- d e I cv" o, L. o GATE ' Al 4 l .q JOINT @ c.ammoN M5Me;E1=s, JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803-3289 SEISMIC: V = .1636 W Wr = 1568 SF @ (15 + 10) psf = 39,200 # Wuf = 1900 SF @ (10 + 15) psf = 47,500 # Dead Loads: Wmf = 1860 SF @ (10 + 15) psf = 46,500 # Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h Roof 39,200 28 1097600 45% Upper Fir 47,500 19 902500 37% Main Fir 46,500 9 418500 17% Total 133,200 2418600 therefore: Vr = 9889 # Vuf = 8132 # Vmf = 3771 # SIDE /SIDE: V = Wall L(eff) V REAR 16 3956 FMID 20 4945 FRONT 4 989 TOTAL 40 9,889 Wall LEFT LCEN CEN RIGHT TOTAL SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 Total V = UPPER FLOOR SHEAR WALLS 9889 L(eff) = 40.0 v = 247 plf Section Length shear 39.6 100 21.25 233 max S/S 11 90 FRONT /BACK: V = 9889 L(eff) = 50.0 v = 198 L(eff) V Section Length shear 3 593 6 99 17 3362 12 280 max F/B 20 3956 25.75 154 10 1978 20 99 50 9,889 21,792 Redundancy Factor: Check max "v" for p = 1 v= 2 x V I A *`(112) A= 1900 sf v (max) = 454 plf Redundancy Factor: Check max "v" for p = 1 v = 2 x V / A* *(112) A = 1900 sf v (max) = 827 plf MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 8132 L(eff) = 40.0 v = 203 Wall L(eff) V Section Length shear REAR 16 7208 40 180 FMID 20 9010 23.83 378 max S/S FRONT 4 1802 6 300 TOTAL 40 18,021 Wall LEFT LCEN CEN RIGHT TOTAL FRONT /BACK: V = 8132 L(eff) = 55.0 v = 148 L(eff) V Section Length shear 6 2600 6 433 13 4164 6.5 641 max F/B 24 7504 12.7 591 12 3752 20 188 55 18,021 Notes Ll . • .. :2.b ? .;, e;:tta... ...ito .. #ausi Wall L(eff) V REAR 16 8717 FMID 20 10896 FRONT 4 2179 TOTAL 40 21,792 SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 Redundancy Factor: Check max "v" for p = 1 v = 2xVIA* *(112) A = 1900 sf v (max) = 1000 plf LOWER FLOOR SHEAR WALLS SIDE /SIDE: V = 3771 L(eff) = 40.0 v = NOTE: Redundancy Factor "p" = 1.0 94 Section Length shear 48 182 concrete 22 495 concrete 10 218 concrete FRONT /BACK: V = 3771 L(eff) = 54.0 v = 70 Wall L(eff) V Section Length shear LEFT 13 3508 8.66 405 CEN 27 13554 16.7 812 max F/B RIGHT 14 4730 38 124 concrete TOTAL 54 21,792 Notes SEISMIC: V = .1636 W Wr = 1568 SF @ (15 + 10) psf = Wuf = 1900 SF @ (10 + 15) psf = Dead Loads: Wmf = 1860 SF @ (10 + 15) psf = Roof = 15 psf (horz. framing) & 10 psf (partition) Floor =10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h Roof 39,200 28 1097600 45% Upper FIr 47,500 19 902500 37% Main FIr 46,500 9 418500 17% Total 133,200 2418600 therefore: Vr = Vuf = Vmf = COMBINED WIND & SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 For ALLOWABLE STRESS DESIGN use Wind or (Earthquake / 1.4) WIND: side /side Fr = 129 SF @ 17.91 psf = 2310 # 202 SF @ 16.20 psf = 3272 # 40 SF @15.35 psf= 614 # Total Roof s /s: Fr = 6197 #. Fuf 162 SF @15.35 psf= 2487# 208 SF @ 14.28 psf = 2970 # Total Upper Floor s /s: Fuf = 5457 # Fmf = 409 SF @ 13.22 psf = 5407 # Total Main Floor s /s: Fmf = 5407 # Total s/s = front/back Fr = 38 SF @ 17.91 psf = 681 # 188 SF @ 16.20 psf = 3046 # 253 SF @ 15.35 psf = 3884 # Total Roof fib: Fr = 7610 # Fuf = 260 SF @ 14.28 psf = 3713 # 237 SF @13.22 psf= 3133 # Total Upper Floor f /b: Fuf = 6846 # Fmf = 205 SF @ 13.22 psf = 2710 # Total Main Floor f /b: Fmf = 2710 # Total f/b = 39,200 # 47,500 # 46,500 # 7064 # 5808 # 2693 # SUMMARY: Seismic controls S /S, except (. iwr. fir. Wind controls F /B. 17,061 17,166 Total 15,565 L3 COMBINED WIND & SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 UPPER FLOOR SHEAR WALLS SIDE /SIDE: V = 7064 L(eff) = 40.0 v = 177 pif Wall L(eff) V Section Length shear Type REAR 16 2826 a 19.6 71 P1 -6 b 20 71 P1 -6 39.6 FMID 20 3532 a 4 166 P1 -6 b 4 166 P1 -6 c 13.25 166 P1 -6 21.25 FRONT 4 706 a 3.5 64 P1 -6 b 3.5 64 P1 -6 c 4 64 P1 -6 TOTAL 40 7,064 11 FRONT /BACK: V = 7610 L(eff) = 50.0 v = 152 pif Wall L(eff) V Section Length shear Type LEFT 3 457 a 3 76 P1 -6 b 3 76 P1-6 6 LCEN 17 2587 a 3 216 P1 -4 b 5 216 P1 -4 c 4 216 P1 -4 12 CEN 20 3044 a 12.25 118 P1 -6 b 13.5 118 P1 -6 25.75 RIGHT 10 1522 a 12 76 P1 -6 b 5 76 P1 -6 c 3 76 P1 -6 TOTAL 50 7,610 20 Li4 COMBINED WIND & SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 LS MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 5808 L(eff) = 40.0 v = 145 plf Wall L(eff) V Section Length shear Type Notes REAR 16 5149 a 27 129 P1 -6 z b 13 129 P1-6 40 ,F— w FMID 20 6436 a 4 270 P1 -4 rG 2 b 4 270 P1 -4 -J v c 8.33 270 P1-4 0 0 d 7.5 270 P1 -4 co 0 23.83 _1 _ FRONT 4 1287 a 3 215 P1 -4 co LL b 3 215 P1 -4 w TOTAL 40 12,872 6 5 u. Q FRONT /BACK: V = 6846 L(eff) = 55.0 v = 124 Of co D Wall L(eff) V Section Length shear Type z w LEFT 6 2067 a 3 345 P1 -3 Z F b 3 345 P1 -3 F..O 6 I- Ill LCEN 13 3341 a 4 514 P1 -2 2 o b 2.5 514 P1 -2 U 6.5 a 1 CEN 24 6031 a 5.7 475 P1 -2 b 7 475 P1 -2 = U 12.7 - 0 RIGHT 12 3016 a 12 151 P1 -6 z. b 5 151 P1 -6 U c 3 151 P1 -6 V- H TOTAL 55 14,456 20 Z 1.v.....'.ilt'�i:S:: .. c:J:l;:.sic..l..:.x..�...+, L.<a.,..n �.eJ.: ,. �•M »':ki::i.. COMBINED WIND & SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 LOWER FLOOR SHEAR WALLS SIDE /SIDE: V = 4189 Leff) = 40.0 v = 105 plf Wall L(eff) V Section Length shear Type Notes REAR 16 6824 a 48 142 CONCRETE Z FMID 20 8530 a 8 388 CONCRETE < b 14 388 CONCRETE w 22 rt 2 FRONT 4 1706 a 10 171 CONCRETE 6 TOTAL 40 17,061 0 0 0 ND FRONT /BACK: V = 2710 L(eff) = 54.0 v = 50 plf 0 i Wall L(eff) V Section Length shear Type co LEFT 13 6061 a 2.5 700 P2 -3 w O b 2.5 700 P2 -3 2 c 1.83 700 P2 -3 g Q e 1.83 700 P2 -3 co 8.66 z w CEN 27 7386 a 11 442 P1 -2 1._ H b 5.7 442 P1-2 I, O 16.7 uI— RIGHT 14 3718 a 12 98 CONCRETE w b 12 98 CONCRETE U CI d 14 98 CONCRETE 0 N TOTAL 54 17,166 38 0 H w uj I- HORIZONTAL DIAPHRAGM SHEARS / LOAD PATH I I - o Z ROOF DIAPHRAGM v cn FMID: @ 4' walls; v = 8 x 166 / 16 = 83 plf ADD CS16 beam to wall top plate j 1 @ 13.25' wall; SHEATH TRUSS per P1 -4, L = ((13.25 x 166) - (2 x 140)) / 280 = 7' SEE Detail O LCEN: @ 3' & 5' walls; v = 8 x 216 / 16 = 108 plf OK Z @ 4' wall; v = 4 x 216 / 16 = 54 plf ADD TS22 girder truss to wall top plate CEN: @ 12.25' wall; SHEATH TRUSS per P1 -4, L = 12.25 x 118 / 280 = 6' SEE Detail © 13.5' wall; SHEATH TRUSS per P1 -4, L = 13.5 x 118 / 280 = 6' SEE Detail UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. FMID: © 8.33' wall; v = 8.33 x 270 / 14 = 161 plf OK Provide continuous rim, L = 14' @ 7.5' wall; v = (20 x 145) / 23.83 = 122 plf OK V = 7.5 x (270 - 150) = 900 # ADD (2) A35 blocking to wall top plate FRONT: v = 1287 / 12 = 108 plf OK LEFT: v = 2067 / 20 = 104 plf ADD CS16 beam to wall top plate CEN: @ 5.7' wall; v = ((((24 x 124) / 12.7)x5.7)/12)= 112plf OK V = 5.7 x (475 - 150) = 1853 # ADD (5) A35 rim to wall top plate @7' wall; v right = (10x124)/12.7 =98plf v left = (5.7x(475- 98))/14 =154plf OK v = 475 plf locate joist over wall, extend sheathing & shearwall nailing to joist, SEE Detail MAIN FLOOR DIAPHRAGM LEFT: @ 2.5' walls; v = 5 x 700 / 14 = 250 plf Block floor sheathing panel edges to shear wall above @ 1.83' walls; v = 3.66 x 700 / 20 = 128 plf OK CEN: V left = (13x50)/28 =24plf v right = ((14 x 50) + 3325) / 19 = 212 plf Block floor sheathing panel edges to shear wall above, ADD MST 48 beam to wall top plate V = ((7386 - 10 x 264) - (19 x 150)) = 1896 # ADD (5) A35 bloocking to wall top plate 1,-(Q COMBINED WIND & SEISMIC ANALYSIS # 23032 FOR PLAN M3220A3SU -1 ANCHOR BOLTS USE 5 18 " Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v (II) = 830 x 1.33 = 1104 #15 = 221 plf NOTE: If v (plate) > 350 plf Then V (bolt) = 1104 / 2 = 552 # FMID: v = 388 plf 5/8" A.B. @ 16" o.c. LEFT: @ 2.5' walls; V = 2.5 x 700 = 1750 # (2) 5/8" A.B. OK Provide 3" nominal sill plate @ 1.83' walls; V = 1.83 x 700 = 1281 # (2) 5/8" A.B. OK Provide 3" nominal sill plate CEN: @ 11' wall; V = 11 x 442 = 4862 # (9) 5/8" A.B. req'd @ 5.7' wall; V = 5.7 x 442 = 2520 # (5) 5/8" A.B. req'd .. .i;;t:pvr�' OVERTURNING - HOLDOWNS FOR PLAN M3220A3SU-1 Note: 0.67 DL +/- W >>> 0.9 DL. +/- E / 1.4 END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L / FR R / BK UPPER FLOOR WALLS OK OK • • SIDE/SIDE REAR 19.6 71 8 • 11133 240 30886 -19754 -1008 OK 20 71 8 11360 240 32160 -20800 -1040 OK FMID 4 166 8 5312 100 536 4776 1194 1 5 4 166 8 5312 240 1286 4026 1006 5 5 13.25 166 8 17596 100 5881 11715 884 5 5 3 1 1 FRONT 3.5 64 8 1792 100 410 1382 395 1 3.5 64 8 1792 100 410 1382 395 3 4 64 8 2048 100 536 1512 378 3 FRONT/BACK LEFT 3 76 8 1824 90 271 1553 518 5 5 5 5A 3 76 8 1824 90 271 1553 518 5 LCEN 3 216 8 5184 100 302 4883 1628 5A 5 216 8 8640 120 1005 7635 1527 5A 5(2) 1 4 216 8 6912 100 536 6376 1594 5(2) , CEN 12.25 118 8 11564 90 4524 7040 575 2 & 4(1) 5 2 & 4(1) 2 . 3 1 13.5 118 8 12744 90 5495 7249 537 5 RIGHT 12 76 8 7296 120 5789 1507 126 1 5 76 8 - 3040 120 1005 2035 407 2 3 76 8 1824 100 302 1523 508 3 MAIN FLOOR WALLS SIDE/SIDE REAR 27 129 9 31347 130 31748 -401 -15 OK OK 13 129 9 15093 160 9058 6035 464 3 1 FMID 4 270 9 9720 105 563 9157 2289 1 5A 4 270 9 9720 105 563 9157 2289 6A 1 8.4 270 9 20412 100 2364 18048 2149 2 & 4(4) 7 2 & 4(4) 7 1 6A 6A 6A 6A 6A 6A 7.5 270 9 18225 210 3957 14268 1902 6A FRONT 3 215 9 5805 150 452 5353 1784 7 3 15 9 5805 150 452 5353 1784 7 FRONT/BACK LEFT 3 345 9 9315 110 332 8983 2994 6A 3 345 9 9315 110 332 8983 2994 6A LCEN 4 514 9 18504 100 536 17968 4492 6A 2.5 514 8 10280 160 335 9945 3978 6A CEN 5.7 475 9 24368 170 1850 22517 3950 6A RIGHT 7 12 475 151 9 9 29925 16 100 100 1642 28284 4041 6A 4824 11484 957 1 7 7 5 3 151 151 9 9 6795 4 100 100 838 5958 1192 7 302 3776 1259 7 1 LOWER FLOOR WALLS FRONT/BACK . LEFT 2.5 700 9 15750 160 335 15415 6166 8 8 8 2.5 700 9 15750 160 335 15415 6166 8 1.83 700 9 11529 160 180 11349 6202 8 8 1.83 700 9 11529 125 140 11389 6223 8 - 8 6A . 6A CEN 11 442 9 43758 170 6891 36867 3352 6A 5.7 442 9 22675 190 2068 20607 3615 6A LE 4- " • ' • ' MYC z Z LL1 00 • ° (" LU UJ z -J 1-- U) u_ u j 0 u_ < a w z o z uj 0 O u) O - • 1-- UJ w z I 0 o 1-= 0 1- z OVERTURNING - HOLDOWNS FOR PLAN M3220A3SU-1 Note: 0.67 DL +/- W» 0.9 DL +/- E / 1.4 END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L/ FR R / BK *END CONDITIONS Pdl Dead load reaction at end of wall 1 2 3 Perpendicular Exterior Wall V(upper) < 1000 # V(main) Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = Over / Under openings V = h * 198 # / ft (varies) = H 472 # *v 4 A 35 Framing Anchors = 450 # each 5 CS 16 Strap = 1353 # 5A MST 48 Strap = 2475 it 6 HPAHD 22 Holdown @ 1725 # 6A HTT 22 @ 4650 # 7 STHD14 or STHDI4RJ @ 4430 # 8 PHD8 @ 6385 # LJ SHEATH TRUSS PER P1 -4, L = 7', SEE DETAIL A TS22 GIRDER TRUSS TO WALL TOP PLATE SHEATH TRUSS PER P1 -4, L = 6', SEE DETAIL A ROOF PLAN 51y• C 13' 6LB 24F -V4 41., _r__ w • prg O 4'•0 fl 12 7-0' 2'•O' L 4•-0' 6'-0' 0'•0' J 1 rl L LJ r, LJ rJ LJ r r• J LJ 2 ° 2 PIG 0. MDR. S'-0 AU.F. 2 • 5 rr LJ ri 1 LJ L 2 °2° SKY LITE n/ LAM. 6LA55 P YI 2)1'6 D V.S.O D'•b LINEN 2 ° 2 ° SKY LITE H./ LAM. 6LA5S 2 ° 3 ° GAS! C r Odo 2 ° 6 ° PIG tt r/ 2°:° TR/IHS. ADV. N ( • —J; b D` '' ; 0 3 ° 4 ° 5.H. CS16 TO FRAMING BELOW DBL CS16 TO FRAMING BELOW MST 48 TO WALL BELOW (1) A35 CORNER OF WALLS 1 6 1 • • R. 1 5. 5 BI -FOLD CO KJ /3 N Co rn C7 3 w P 0 C NOTE: ALL 3 • ER OR WALLS AND aaBL ENDS TO BE PI- 6,U•N.O. 12) 2 S.M. 5 81 -FOLD R. 1 S. 7-0 WALLS 4xa D.F.'2 O � t S ,. I xl0 P. / Lr. lb" Q. DBL. JSTS. 5' -4' rn z 00 CIEM O U P.J. e 17 O.G. Dal.• J5T5. I ° 15 ° PIG 6x15 D,F. I a ny L - -- b 5W x IZ• 6L8 241.-V4 12' -.7' LONG ao 0 4xa D.F!2 CS16 @ HEADER, SEE DETAIL B PROVIDE CONTINUOUS RIM, L = 14' '. M �"vsiQ MST 48 TO WALL BELOW (4) A35 CORNER OF WALLS, SEE DETAIL D CS16 BEAM TO WALL TOP PLATE HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEATHING, L = 2.5' (2) 5 ° 5 ° 5,N. PI — ADD (5) A35 RIM TO WALL TOP PLATE W 0 t` U PQ N ADD (2) A35 BLOCKING TO WALL TOP PLATE LIZ FM/D Pie o,v 7 LOCATE JOIST OVER WALL, EXTEND SHEATHING & SHEAR WALL NAILING TO JOIST, SEE DETAIL C NOTE: ALL EXTERIOR WALLS AND GABLE ENDS TO BE PI - f, U.N,O, MAIN FL-. .. R SHEAR .ALLS 1(10 F,J. 0 16' O.G. r <7•2.n -. • -0 4' -0' 9'•0' 4 ' - O • 5'-0 2' P.T. 2(8 D.J. • 16' O.G. RIP TO SLOPE ONE OF F.P. ACV, 6' DIA, FRESH AIR FIT, VENT DVGT YV DAMPER 0• HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEATHING, L = 2.5' BLOCK FLOOR SHEATHING PANEL EDGES THIS AREA (TO SHEAR WALL ABOVE) PROVIDE CONTINUOUS HEADER OVER SHEAR WALLS PHD8, SEE DETAIL I HTT22, SEE DETAIL H MST48 BEAM TO WALL TOP PLATE ADD (5) A35 BLOCKING TO WALL TOP PLATE 518 "GALL THREADE FOR HTT22, SEE DETAIL G NOTE: ALL EXTERIOR WALLS TO BE P1- 6 U.NI ?. `EIS:'.fiin ^?; ,r ±tl:' -: I Y I I Y n•• Y� Y �/ ���1 X11 efbs�Y I ° tti'n5 . r ry,TJ ^S.R?.,u ;.,.YCna; eb.:....:�s r .+nn.xrv e; .�y�Y,4!.5'n'd1Y 0/V r $ A � O Milt) Dn. JSTS. 200 P.J. • lb O.G. DOL. ..'STS. • lb' O.G. { �{ ' I o o ill i +!© ''_ , 7y�� �Q CO) SI , I �t �P.T 2.b DJ. • ' 2x10 F.J. • VT 0�=.. `� +; \�'�.� �,� I NyV -' O I : 16' O.G. RIP TO x , r��� / i♦ih�� ; .CPE I i Q' 'ill �' WAIL • II P I 4 1 y? l �' uI- _ - v. 2I ` Y � T�► �i�� F l asrattr...„...„& r .—....2:ceervelg _ METAL 1 yq ; - �-- .• I IGATE5 1 I �UffOO II • I i I I V* IS RI$ER�' i AF 4 •. 0 . 5 ' -0 ' 4' -0' S•.O. 2. -0. r/ PROVIDE 4 X 10 'JOIST' FOR HTT22 ABOVE, SEE DETAIL F PROVIDE 3" NOMINAL SILL PLATE PROVIDE CONCRETE STEMWALL 2' -0" ABOVE FINISHED SLAB r I.P. ABV. VIM' , I 1 t, t$ 10' TREAD ■ I.T. . D.J. • lb O I �,; oVA.; .G. RIP 70 j1 Z22 - h SLOP= I �_ -_-.71r ;; nAVr77 .,� o ° SPX Dg71;41L. 5/8" O ANCHOR BOLTS @ 16" O.C. (9) 5/8" Q'ANCHOR BOLTS REQ'D (5) 5/8" (G ANCHOR BOLTS REQ'D USE 5 /8" 0 ANCHOR BOLTS W/ 2" X 2" X 3 /16" WASHERS @ 5' -0" O.C. U.N.O. FOUNDATION PLAN b' DIA. !RUSH AIR MGT YV DAMPER D/4(91 a u 14 ,tr_ 8A PM /D ANT z I..: �y W C li L 00 co w co W to ry ▪ W �". 0 W • W U � o1— W W W U = o � z C Jc C AMIESON o nsultin g E ngineers CONSULTING 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 e d @ co" O,G. L AT N TP Li reP\ PI - _ la d @ 4 W o,G �l- IEATMING Sd e ca" o, c, pTA. 1, ..A. 2TA1Lr C ,-Pr,OVipc IrITE�S FRAM INv A5 Rt .QUIREt7, I @x0.4 27( A" PEQ' . WALL. hey .�S IF.,AR . LL ( PLAN JOB NAME PLAN /v132.20/135U- JOB NO, 23 0 32- BY DATE ( Q -2 7 `c SHEET NO. Li b OF le • LOGAfe' Joist OVER yNS.AR WALL NAzt..- Cv 4" AGO` P pLA C, NATL. 61- {EAr&- }Z.4la Pag. ' 1-t it dke \t/ALL N AZ. W pp C Ii 0!✓ 5LOOkIN41 E564411 G !o p�TA�1� 8. D4 WIAJPOW `AD• bev Ito hT - AP P: U Ll.. vu of •N APB. WALL. Puy 12" ENt .LE GYM . ro If At R • PE.TAIL (PL■T! vlE j i CJANIIESON nsultin E ngi CONSULTING oneers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 b TA I L- . PIT, MUD (2) NEM - FIR *1%P4 I3e4'D P.-TikiL- 6- 141'T ZZ %". ! *LL :.TN iFNEA1P 3'I 0 WASIaER GoUN1 . NK o K - (2)' 1-1EM -FIR ALL 'TN READ RIM •EPo(`(..6RoUr .P.EP MANuF, .R54.aMMENd - a JOB NAME Ni r'1 /H 3220A3 5U - I JOB N0, 23 032. DATE (o 27 - U_) n E TA f L- . r I I .19..TP.1/4I 14 BY SHEET NO. 1- 1 OF le (2) 1-MK-FIR -FIR hTuvs :Re• 4':v.. • 7'f ALL.TNREAD PLR, 'JST, (2) .µ.EH` =FIR ST.0 PS (2) NEM -FIR ‘71 FINSa'D. NTT 22 ./v!' ;PIA. TNKEAD o • 10 • : • • • - • r� • >✓PoXY URour SR MaNLW. RE.4aMMEND - ATlorlh, i'i iS:ncuxC ..raidi6i'!.", •iU I '..Lt3L1,: Akw. ..... ...W.aw... . ..u: . ..zti::.L•M:�ui:..�:,: JAMIESON CONSULTING JOB NAME PEA i N13220A3 5U - I 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 Consulting Engineers t7 TA I L (2.) NEM -FIR SCUDS F d, • PI-1 Ps ALL -11-11 2 1EA17 EPox' GRoar • PER MAt4LIP. RE6OMMEND- ATI otJ 4,, JOB NO. 23 BY DATE (0 - 27 ' SHEET NO. G 7 , OF Ig TYPICAL END CONDITIONS Lie J 1 iL`s ENO I L Eto C , LEN fir- : °''�`, , ;`;.': •°;:, '- ..._,� -s.— may' 4� , \��� ! ', '�ti + Typical CS ' " a r Installation ' fi j- (CMST requires .,,., -.; .: =, `'� • minimum , � ' �' 2-2x Studs) = fi 'r a N G TH y , L E Provide min. - 8 1W end distance ., z for CS and CMST - Equal number of specified nails in each end + a ? ; • INSTALLATION 3 '- , y 10.16 t, 4 ? , , 1 , Maximum 't� ; • . fatena j ' `4 R ' . , exceed tattle t Y' . ;.2 �•- :r, ra e : e 13'r "e� `" V �. ;X , ;> t r ,a.. • -it rr•• M IN�ONE .CORNER. INC o HhA I . N ans load r p nottc load . F Typical Yp HPAHD Single Pour Rim Joist Installation A -.a. - y 1•? •• q.,4 ray t' � _ IMST48 w/(34) 16d T = 2945 # I ICS16 w/ (22) 10d T = 1465 # ( IHPAHD 22 w/ (11) 16d sinkers: T = 2030 x .85 = 1725 # I 1 ' i lu "T ' d :r. w ( ' . , y Pie NAILED F ,`.y- } .1 PORTION f u ll`a b 4x POST_ •} )f 1'�'o "" .; SIMILAR , ,' . rr . , , . Y ONE$ ' %L -•=t...-z,.. - �;�. ' �i�3 :. -�. f�-- � a SHEAR CONE i •o-4. • .::_ ., ?,;,��— ;FS��� ti 12'MIN• • r''; r r7 o`t;. REBAR LENGTH y "t i : � :p .= � 1 k .0 S•• `� >� �� a r ` ONE 14 MIN. REBAR REBAR I .. '' 30• MIN. re, .. IN SHEAR CONE \ LENGTH ii, - END REBAR \ "••• DISTANCE : • 12' MIN. .4:7r .. LENGTH - i ?� 'k'MIN. ( REBAR i! FROM \ l !� CORNER LENGTH/ ....H �� . • ., Typical STHD14RJ Typical STHD Corner Rim Joist Installation Installation on 3 -2x studs 41'�16'�1 i ! `�2?^ :' I .fix' -i t - ' / A 3 � .(B i / ` /c /, ' " •V: ' � }_ :.1 f 4 t = � . . , r A35 '�6 ` z L t• "' ' t y J f - . .• ' • II N .' fi{ J . . Z i F '�r2 - - )I;A _. 2 �2 ' -f Fs ;. .. ,..,. �2 � 1Ft I ` Y` 71: j k 4 A35 (STHD14 or STHD14RJ w/ (38) 16d sinkers: T = 4430 # 1 k35 w/ (12) 8d F = 950 # I ISTHD10 or STHD1ORJ w/ (28) 16d sinkers: T = 2990 # 1 SIMPSON Strong -Tie CONNECTORS THERE BS NO EOUw • OODTRUC?lON CONNECTORS • JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 ss By -7- Date Permit No. FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. REVISION NO. _ L 11 i� , :y (��vvqq ) ��L( \. � p t am 1 o M a r, i� p• I '� ; � � 7•: s' Vli C i�� I � 1`7��11 U be .'s� r (� MU. Fa IRE A t W PLAN SUC:r ; 1'il;to ANO tAY NOW M, ADOMMAL PLAN P.EVI E r . Y ^w ,. i. . }� <v , 'iv'1 'i7�t, * ;•i;h r�l b�, 1: i'': . 1� .v '. �,,, }'i {'.� .,rft: °: `��ri "s�','•'sri',��;C';r!' i I' .i G. .a . i• Feb tizory CASCADE GLEN LOT 12 - TUKWILA, WA !EXPIRES ZL, ti)J ,4/ t/'! 7-' 2s � Aacs. 4- #4 CONT. 2" CLR. COMPACT SOIL IN FRONT OF FOOTING VIANATV 1 1/2" CLR. #5 @18" T &B AS SHOWN 12" #5 X r @12 "O.C. CI OF Ma A PROV :E13 E �; 2004 BU DING DI\ ION (2) #5 CONT. @ TW = 12" (2) #4 CONT. @ TW = 8" 10" It #4 CONT. " CONC. SLAB CC J 0 CONT. SHEAR LUG " B' B' CITY OF TU1ay LA VfiiMgr vrgigsgr FREE DRAINING GRANULAR wieq I i . BACKFILL TO WITHIN 12" OF FINISH GRADE 12" MIN. LEVEL BACKFILL IMPORTANT IMPORTANT 1 1/2 "CLR. @ ' & #5 BARS 2" CLR. @ 6 BARS #5 @10 "o.c. HORIZ. @ Tw = 12" #4 @10 "o.c. HORIZ. @ Tw = 8" REINF. PER SCHEDULE, @ SOIL FACE WATERPROOFING CONTACT LAP SPLICE 4 "0 PERF. PVC DRAIN TO DAYLIGHT IN WASHED GRAVEL B' B' ETAINING WALL B' POUR FOOTING ON UNYIELDING SOIL REINF. PER SCHEDULE 5' EP Ep REINF. PER SCHEDULE 9" RADIUS BEND R E/1$/ONNO!y3 s g' I „ _ Fes...,._....., I, At tt "Tf" RECEIVED CITY OF TUKWILA FED 0 2 2O0if PERMIT CUTTER Y ze CASCADE GLEN LOT 12 - TUKWILA, WA RETAINING WALL NOTES: 1. DESIGN CRITERIA: THE FOLLOWING DESIGN CRITERIA IS PER EARTH CONSULTANTS,INC. REPORT DATED JAN 29, 2004 (ATTACHED) )413 3000 PSF ALLOWABLE SOIL BEARING 35 PCF EQUIVALENT FLUID PRESSURE AT CANT. RETAINING WALLS. W/ GRAVEL BACKFILL PER SOILS ENGINEER(SOILS ENGINEER VERIFY). 350 PCF PASSIVE PRESSURE. 0.35 COEFFICIENT OF FRICTION. 2. 2500 PSI CONCRETE. 3. REINFORCEMENT SHALL BE GRADE 60, Fy = 60,000 PSI. 4. CONTRACTOR SHALL VERIFY ALL EXISTING AND FINISH GRADES PRIOR TO CONSTRUCTION. 5. SOILS ENGINEER TO INSPECT AND APPROVE SOILS BELOW FOOTING PRIOR TO CONSTRUCTION. HE SHALL ALSO INSPECT AND APPROVE BACKFILL BEHIND WALLS. 6. FOLLOW THE SOILS ENGINNER RECOMMENDATIONS FOR THE GRAVEL BACKFILL BEHIND THE RETAINING WALL. CITY OF TUKWILA APPROVED MAR 10 '�. /t 2ffi{14 As Nui 0C4 ' k'.MrAVIWItitW „4 .. .�.egst�rn±w w>++%.rs-wwYfv»dw'anYM'r+'. '4M :YtYfn'ra: 0.n+ u.A, w; xH wrere r•..., wa.....,,,N. r�, nv,,... �r..• m«,- r, w •+•..,rnrr*-.wn+e�n�q:K- �,.,.+, RETAINING WALL SCHEDULE .. M AX.FT. .' f B .. .. - .. ', ..A.. RElNF. 4' 2' - 6" 10" 8" 10" #4@16" 5' 3'- 0" 12" 8 " 10" #4 @16" 6 ' 3 ' - 6 " 1' _ 2 " 8 " 10" #4 @16" 7' 4' -0" 1 ' -4 " 8" 10" #4 @14" 8' 4' -6" 1' -6 8 " 10 " 6" #4 @9" 9' 5' -0" 1 ' - 8 " 8 " 10" 1' -0" #4 @7" 10' 5' -5" 1' - 10" 12" 14" 1' - 1" 3' - 4" #4 @8" 11. 5' -9.. 2' -3" 12 " 14 " 1 , -7 " 3' -8 or #4 @6" o #4 12' 6' - 0" 2' - 6" 12" 14" 2' - 1" 4' - 0 " or #5 @9" 4 13' 6' -6" 3' - 0" . 12" 14" 2' - 6" 4' - 4" #5 @7" 14' 7 -1" 3' -6" 12" 14 " 2' -11" 4' -8" #6@6 1/2" 1 _ J - I - i V • :r ,rry -7° 31-- tri A CASCADE GLEN LOT 12 - TUKWILA, WA I'S' i2ofapprov an ? irz. /2E/N/ 1WIoae• 9 y EpINEE Foe i# 2614t.t. CITY OF TUKWILA APPROVED F"EB Olt 2CM AS Etiii :j. .1'j IVAA 3 .\ SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.Oct•2002 (c)1983.2002 ENERCALC Engineering Software Description Retained Height 15.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem Design Summary daWi*al1S44gWoulit i31�.'YI{i rd .wYlhWWlwb31LLQIMnI Total Bearing Load = 8,490 Ibs ...resultant ecc. = 19.81 in Soil Pressure @ Toe = 2,644 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,701 psf ACI Factored © Heel = 0 psf Footing Shear © Toe = Footing Shear @ Heel = Allowable Wall Stability Ratios Overtuming Sliding = Sliding Calcs (Vertical Componeri Lateral Sliding Force = 4,573.8 Ibs less 100% Passive Force= - 3,543.8 Ibs less 100% Friction Force= - 2,971.5 Ibs Added Force Req'd = ....for 1.5:1 Stability = [footing Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear AIIow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 15' CANTILEVER RETAINING WALL 0.0 psf Toe 3,701 = 22,611 1,879 20,733 = 62.27 85.00 = #7 @6.00in = #7 @6.00 in = None Spec'd Cantilevered Retaining Wall Design Page 1 c: \my documents \2004 \20405 \eng \calcs.ecw:Calc 62.3 psi OK 42.5 psi OK 85.0 psi K--- 1.42 Ratio < 1.51 0.0 Ibs 363.2 Ibs OK NG . Heel 0 psf 231 ft-# 7,987 ft-# 7,755 ft-# 42.54 psi 85.00 psi Soil Data MSOMAISSIAINISEWAVIIIMMIVIAIAMIAMMOKICeitiMJ Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Stem Construction Top Stem Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = 0.743 Total Force © Section Ibs = 6,693.8 Moment....Actual ft-#= 33,468.8 Moment Allowable x5,056.3 Shear _Actual psi = 48.2 . ___� f SheiAllowable psi = 85.0 Bar Develop ABOVE Ht. in = 40.95 Bar Lap /Hook BELOW Ht. In = 10.60 Wall Weight = 169.2 Rebar Depth 'd' in = 11.56 Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data Pc Fy Scope : 0.0 = 350.0 = 0.0 ft = 0.350 = 0.00 in psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Stem OK 0.00 = Concrete 14.00 # 7 7.50 = Edge psi = 2,500.0 psi = 60,000.0 Footing Strengths & Dimensions V4 60,000 psi 0.0000 Pc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = 2.00 in .+_".9;^tire:"i161rwo- ztl!'F. R; YS! i' c. K+ e'.t..•au>yenu� ,,vwrj•.Yovvivizs araotitrts.,, -.. , ,.w....,. ».... >,...,.:,. Fy = 3.92 ft 3.67 = 7.58 = 14.00 in 12.00 in 40.00 in 0.00 ft @ Btm.= 3.00 in eL. S lceA• ��� czL.e.C-s SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net — Rev: 560100 Page 2 (c)1 8 3.2 5.6.1. LC Engineering 25.0ct•2002 C antilevered Retaining Wall Design g (c)193.202 ENERCALC Software c: \ my documents \2004 \20405 \eng \calcs.ecw:Calc Description 15' CANTILEVER RETAINING WALL Summa of Overturnin & Resistin Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Ibs ft ft-# Ibs ft ft-# Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total Resisting /Overturning Ratio 4,573.8 5.39 24,647.8 0.39 4,573.8 O.T.M. = 24,647.8 1.74 Vertical Loads used for Soil Pressure = 8,490.1 Ibs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10 :42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= 4,125.6 0.00 6.33 26,126.4 2,537.5 4.50 11,417.1 Footing Weight = 1,327.0 3.79 5,031.4 Key Weight = 500.0 0.50 250.0 Vert. Component = Total = 8,490.1 Ibs R.M.= 42,824.9 SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW0605036, Ver 5.6.1, 25.Oct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 cArny documents \2004 \20405 \eng \calcs.ecw:Calc Description Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 14.00 ft = 0.00 ft 0.00: 1 = 0.00 in = 110.00 pcf 0.0 psf Desi n Summa Total Bearing Load ...resultant ecc. 7,542 Ibs 19.07 in Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 14' CANTILEVER RETAINING WALL Soil Pressure @ Toe = 2,631 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,684 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 54.1 psi OK Footing Shear @ Heel = 40.0 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 1.71 OK Sliding = 1.38 Ratio < 1.51 Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 4,025.5 Ibs less 100% Passive Force= - 2,917.9 Ibs less 100% Friction Force= - 2,639.9 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 363.2 Ibs NG [footing Desigrmmmmmmm. r�u�®ew Toe Heel 3,684 0 psf 17,972 201 ft-# 1,501 7,503 ft-# 16,472 7,303 ft-# = 54.07 39.96 psi 85.00 85.00 psi = #7@7.00in = #7 @7.00in = None Spec'd Soil Data Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = Total Force © Section Ibs = Moment....Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data f m psi = Fs psi = Solid Grouting = Special Inspection = Modular Ration' _ Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr • Top Stem Stem OK ft = 0.00 = Concrete 12.00 # 6 = 6.50 Edge psi = psi = 0.859 5,831.0 27,211.3 31,679.3 50.5 85.0 28.08 10.64 145.0 9.63 2,500.0 60,000.0 Footing Strengths & f'c = 2,500 psi Fy Min. As% _ Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = 2.00 in .6 Dimensions = 60,000 psi 0.0000 3.50 ft 3.50 7.00 14.00 in 12.00 in 35.00 in 0.00 ft @ Btm.= 3.00 in 1 SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Description Item Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Resisting /Overturning Ratio 14' CANTILEVER RETAINING WALL Summa of Overturnin & Resistinct F orces & Moments Force lbs Heel Active Pressure = 4,025.5 Toe Active Pressure = 0.39 5.06 20,351.1 Total = 4,025.5 O.T.M. = 20,351.1 1.71 Vertical Loads used for Soil Pressure = 7,542.5 lbs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Rev: 560100 User: K•0605036, Ver 5.6.1, 25•Oct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \my documents \2004 \20405 \eng \calcs.ecw :Galt !/mM 1,1111111 UM IXIIM IZU WIYFfNXIMIMILIta/AINfR0tta ITIM7U OVERTURNING RESISTING Distance Moment Force Distance ft ft-# lbs ft Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = 0.00 Moment ft-# 7 3,850.0 5.75 22,137.5 Stem Weight(s) = 2,030.0 4.00 8,120.0 Earth @ Stem Transitions= Footing Weight = 1,225.0 3.50 4,287.5 Key Weight = 437.5 0.50 218.7 Vert. Component = Total = 7,542.5 lbs R.M.= 34,763.7 1 SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Page 1 Cantilevered Retaining Wall Design c: my documents \2004 \20405 \eng \calcs.ecw:Calc Description 13' CANTILEVER RETAINING WALL Criteria Retained Height = 13.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem Design Summa Total Bearing Load = 6,972 lbs ...resultant ecc. = 17.20 in Soil Pressure @ Toe = 2,559 psf OK Soil Pressure © Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable 0.0 psf Soil height to ignore for passive pressure ACI Factored © Toe = ACI Factored @ Heel = Footing Shear © Toe Footing Shear © Heel = Allowable = Wall Stability Ratios Overturning = 1.76 OK Sliding = 1.36 Ratio < 1.5! Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 3,512.2 Ibs less 100% Passive Force= - 2,352.8 lbs less 100% Friction Force= - 2,440.4 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 363.2 lbs NG [Footing Design Results Toe Heel Factored Pressure = 3,583 0 psf Mu' : Upward = 13,163 334 ft-# Mu' : Downward = 1,103 7,022 ft-# Mu: Design = 12,061 6,688 ft-# Actual 1 -Way Shear = 44.51 35.70 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = # 7 © 9.00 in Heel Reinforcing = # 7 @ 9.00 in Key Reinforcing = None Spec'd 3,583 psf 0 psf 44.5 psi OK 35.7 psi OK 85.0 psi Soil Data ma i Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure Passive Pressure Water height over heel FootingliSoil Friction Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Pc Fy Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : = 0.0 = 350.0 0.0 ft = 0.350 0.00 in lbs = ft-# = psi = psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection Modular Ratio 'n' Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Concrete Data Top Stem Stem OK 0.00 = Concrete = 12.00 = # 5 7.00 Edge psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S " Fr 0.953 5,027.8 21,786.9 22,863.0 41.1 85.0 23.40 9.97 145.0 10.19 2,500.0 60,000.0 Footing Strengths & fc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = 2.00 in Fy Dimensions = 60,000 psi 0.0000 3.00 ft 3.50 6.50 14.00 in 12.00 in 30.00 in 0.00 ft @ Btm.= 3.00 in " ^sY'.V Wt! ».•74•'9R'M M;en'rikYe.• aavu• ��ai1mnM. �::. r.•,• n. .,...,..�.., ... . .. ...... ,.._ SABCO CONSULTING ENGINEERS INC. • ksabra a@worldnet.att.net Rev: 560100 User: KW0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \my documents \2004 \20405 \eng \calcs.ecw:Calc Description Item Resisting /Overturning Ratio 13' CANTILEVER RETAINING WALL Summa of Overturnin & Resistin Forces & Moments OVERTURNING Force Distance lbs ft Heel Active Pressure = 3,512.2 4.72 Toe Active Pressure = 0.39 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = 1.76 Moment ft-# 16,585.2 Total = 3,512.2 O.T.M. = 16,585.2 Vertical Loads used for Soil Pressure = 6,972.5 lbs Vertical component of active pressure NOT used for soil pressure Scope: Soil Over Heel = Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= 0.00 Soil Over Toe Surcharge Over Toe = Stem Weight(s) _ Earth © Stem Transitions= Footing Weight = 1,137.5 3.25 Key Weight = 375.0 0.50 Vert. Component = Total = Title : CASCADE GLEN LOT 12, TUKWILA, WA Job N 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE mwataranaans irereemt arrafflusranvonmeta toostarrrsterAcrferA RESISTING Force Distance Moment lbs ft ft-# 3,575.0 5.25 18,768.8 1,885.0 3.50 6,597.5 6,972.5 lbs R.M.= 29,250.6 411111111116. 3,696.9'' 187.5 SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5,6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Description Criteria Retained Height 12.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in . Soil Density = 110.00 pcf Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = 2,510 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 3,514 psf ACI Factored © Heel = 0 psf Footing Shear © Toe = 34.9 psi OK Footing Shear © Heel = 31.5 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 1.82 OK Sliding = 1.35 Ratio < 1.51 Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 3,033.8 Ibs less 100% Passive Force= - 1,848.4 Ibs less 100% Friction Force= - 2,240.9 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 363.2 Ibs NG LFooting Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 12' CANTILEVER RETAINING WALL 0.0 psf 6,402 Ibs 15.60 in Toe Heel 3,514 0 psf 9,188 471 ft-# 766 6,541 ft-# 8,423 6,069 ft-# = 34.95 31.52 psi = 85.00 85.00 psi = #6 @9.00in = #5 @9.00in = None Spec'd Soil Data Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft Footing11Soil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = Total Force © Section Ibs = Moment....Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Cantilevered Retaining Wall Design Page 1 c: \my documents \2004 \20405 \eng \calcs.ecw :Galt psi = psi = Top Stem Stem OK 0.00 = Concrete = 12.00 _ # 5 9.00 Edge psi = psi = 0.950 4,284.0 17,136.0 18,041.6 35.0 85.0 23.40 9.95 145.0 10.19 2,500.0 60,000.0 Footing Strengths & fc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover © Top = 2.00 in Fy Dimensions 0 = 60,000 psi 0.0000 2.50 ft 3.50 6.00 14.00 in 12.00 In 25.00 in 0.00 ft @ Btm.= 3.00 in SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: K•0605036, Ver 5.6.1, 25•Oct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 I c: \my documents \2004 \20405 \eng \calcs.ecw:Calc Description Summa of Overturnin & Resistin, Forces & Moments Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil = SeismicLoad = Resisting /Overturning Ratio 12' CANTILEVER RETAINING WALL OVERTURNING Force Distance Moment lbs ft ft-# 3,033.8 4.39 13,315.1 0.39 Total = 3,033.8 O.T.M. = 13,315.1 1.82 Vertical Loads used for Soil Pressure = 6,402.5 lbs Vertical component of active pressure NOT used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Footing Weight = Key Weight = Vert. Component = tlA4 Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Total = I' MAIM iwmnm .NRt9St:: ,RXiflOCE/OTlf\7. RESISTING Force Distance Moment lbs ft ft-# 3,300.0 4.75 15,675.0 1,740.0 3.00 5,220.0. 312.5 0.50 1,050.0 3.00 0.00 3,150.0 156.2 6,402.5 lbs R.M.= 24,201.2 SABCO CONSULTING ENGINEERS INC. ' ksabra @worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 ' cArny documents \2004 \20405 \eng \calcs,ecw:Calc Description [ VAAVICEINIRMIMMICAVala Retained Height = 11.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem Design Summary Y�ni�.iPiOfWQU�k'Y rIllA�AY'l.Tl4fi[�N Total Bearing Load = ...resultant ecc. _ Soil Pressure @ Toe Soil Pressure © Heel Allowable = Soil Pressure Less Than ACI Factored @ Toe = Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 11' CANTILEVER RETAINING WALL 0.0 psf 5,864 lbs 13.00 in = 2,182 psf OK 0 psf OK 3,500 psf Allowable 3,055 psf ACI Factored © Heel = 0 psf Footing Shear @ Toe = 26.4 psi OK Footing Shear @ Heel = 25.8 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.00 OK Sliding = 1.30 Ratio < 1.5! Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 2,590.5 lbs less 100% Passive Force= - 1,323.4 lbs less 100% Friction Force= - 2,052.3 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 363.2 lbs NG [Footing Design Results Toe Heel 3,055 0 psf 6,654 908 ft-# 620 6,059 ft-# 6,034 5,151 ft-# 26.40 25.83 psi = 85.00 85.00 psi = #6 @ 11.00in = #6 @11.00in = None Spec'd Soil Data totunumcardirelswocuteartougusi Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingliSoil Friction Soil height to ignore for passive pressure Stem Construction E0"m ]D1dRiilNidPaPi. TiEiEHB Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data Scope : fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable ft Fy = 35.0 = 0.0 = 350.0 = 0.0 ft = 0.350 = 0.00 in lbs = ft-#= psi = psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Masonry Data f'm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Top Stem Stem OK ft = 0.00 = Concrete = 12.00 # 5 9.00 Edge 0.732 3,599.8 13,199.1 18,041.6 29.4 85.0 23.40 7.57 145.0 10.19 2,500.0 60,000.0 Footing Strengths & fc = 2,500 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover © Top = 2.00 in Fy Dimensions ,a.---, .,, . r, .Tnr,. Y = 60,000 psi 0.0000 2.25 ft 3.50 5.75 14.00 in 12.00 in 19.00 in 0.00 ft @ Btm.= 3.00 in SABCO CONSULTING ENGINEERS INC. ksabra@worldnetaft.net Rev: 560100 User: KW.0605036, Ver 5.6,1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 1 cArny documents \2004 \20405 \eng \calcs.ecw :Galt Description [Summa of Overturnin & Resistin Forces & Moments OVERTURNING Force Distance Moment Ibs ft ft-# Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil = SeismicLoad = Resisting /Overturning Ratio 11' CANTILEVER RETAINING WALL 2,590.5 4.06 10,505.9 0.39 Total = 2,590.5 O.T.M. = 10,505.9 2.00 Vertical Loads used for Soil Pressure = 5,863.7 Ibs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job * 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Force Ibs Soil Over Heel = 3,025.0 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe Stem Weight(s) _ Earth @ Stem Transitions= Footing Weight = 1,006.2 Key Weight = 237.5 Vert. Component = 13 RESISTING Distance ft Moment ft-# 4.50 13,612.5 0.00 1,595.0 2.75 4,386.3 2.88 2,893.0 0.50 118.7 Total = 5,863.7 Ibs R.M.= 21,010.4 SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 c : \my documents \2004 \20405 \eng \calcs.ecw:Calc Description Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = 2,022 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,831 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 17.7 psi OK Footing Shear @ Heel = 21.3 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.18 OK Sliding = 1.27 Ratio < 1.51 Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 2,182.2 Ibs less 100% Passive Force= - 885.9 Ibs less 100% Friction Force= - 1,889.2 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 363.2 Ibs NG Footing Design Results �emwronaaa Toe Heel 2,831 0 psf 4,211 1,391 ft-# 412 5,941 ft-4# 3,800 4,550 ft-# = 17.73 21.31 psi = 85.00 85.00 psi Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 10' CANTILEVER RETAINING WALL = 10.00 ft = 0.00 ft = 0.00: 1 = 0.00 in 110.00 pcf 0.0 psf = 5,398 lbs = 11.12 in = #5 @9.00in = #5 @9.00in = None Spec'd Soil Data Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing11Soil Friction Soil height to ignore for passive pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : = 35.0 0.0 350.0 0.0 ft = 0.350 = 0.00 in Stem Construction q Top Stem Design height ft= Wall Material Above "Ht" = Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy Ibs = ft-#= psi = psi = psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Stem OK 0.00 Concrete 12.00 # 4 8.00 Edge 0.742 2,975.0 9,916.7 13,359.6 24.2 85.0 18.72 6.18 145.0 10.25 2,500.0 60,000.0 Footing Strengths 8 fc = 2,500 psi Fy Min. As % Heel Width Total Footing Width Footing Thickness Toe Width = Key Width = Key Depth = Key Distance from Toe = Cover © Top = 2.00 in Dimensions M♦ = 60,000 psi 0.0000 1.83 ft 3.58 5.41 14.00 in 12.00 in 13.00 in 0.00 ft @ Btm.= 3.00 in' SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c; \m documents \2004 \20405 \en \calcs .ecw:Cafc Description Summa of Overturnin & Resistin Forces & Moments Item Heel Active Pressure = 2,182.2 3.72 8,122.5 Toe Active Pressure = 0.39 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 2,182.2 O.T.M. = 8,122.5 Resisting /Overturning Ratio 10' CANTILEVER RETAINING WALL 2.18 Vertical Loads used for Soil Pressure = 5,397.8 lbs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job N 20405 5 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : OVERTURNING RraStSTING Force Distance Moment Force Distance lbs ft ft-# lbs Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe Stem Weight(s) _ Earth @ Stem Transitions= Footing Weight = Key Weight = Vert. Component = Total = Moment ft ft-# 2,838.0 4.12 11,701.1 0.00 1,450.0 2.33 3,382.9 947.3 2.71 162.5 0.50 2,563.8 81.2 5,397.8 lbs R.M.= 17,729.0 SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att. net Lk Rev: 560100 User: KW-0605036, Ver 5.6.1, 25.Oct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 1 c : \my documents \2004 \20405 \eng \calcs.ecw :Galt Description Criteria Retained Height = Wall height above soil = Slope Behind Wall = Height of Soil over Toe = Soil Density = Wind on Stem 9' CANTILEVER RETAINING WALL 9.00 ft 0.00 ft 0.00: 1 0.00 in 110.00 pcf 0.0 psf D Total Bearing Load ...resultant ecc. Soil Pressure © Toe = 1,625 psf OK Soil Pressure @ Heel = 89 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,275 psf ACI Factored @ Heel = Footing Shear © Toe = Footing Shear @ Heel = Allowable = Wall Stability Ratios Overturning = Sliding = Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,692.2 Ibs less 100% Passive Force= - 588.2 Ibs less 100% Friction Force= - 1,499.6 Ibs Added Force Req'd = ....for 1.5:1 Stability = = 4,285 lbs 8.97 in [Footing Design Results Toe Heel 2,275 124 psf 2,829 1,800 ft-# 243 5,549 ft-# = 2,586 3,748 ft-# = 26.81 25.58 psi = 85.00 85.00 psi Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing = #5 @7.00in = #5 @7.00in = None Spec'd 124 psf 26.8 psi OK 25.6 psi OK 85.0 psi 2.35 OK 1.23 Ratio < 1.51 0.0 Ibs OK 363.2 Ibs NG Soil Data axIa Scope : Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Stem Construction Ama raARMLWAVANSIAMMI wrNarux EWIN95au Design height ft = Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb /FB + fa/Fa = 0.802 Total Force @ Section Ibs = 2,409.8 Moment....Actual ft-#= 7,229.3 Moment Allowable = 9,018.7 Shear Actual psi = 32.1 Shear Allowable psi = 85.0 Bar Develop ABOVE Ht. in = 18.72 Bar Lap /Hook BELOW Ht. in = 6.64 Wall Weight = 96.7 Rebar Depth 'd' in = 6.25 Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Concrete Data fc Fy psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Top Stem Stern OK 0.00 Concrete 8.00 # 4 7.00 Edge 2,500.0 60,000.0 t1CM`�i. i�`L^.�.v UX�1r!T*s�q�.x�aN: arts :,FrrUy.±acs�,pca�rnv,r,R+s�sb. trwm+n.- xV.,•n•m•,�,,.,,�,,••. Footing Strengths & Dimensions fc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = 2.00 in Fy 16 = 60,000 psi 0.0000 1.67 ft 3.33 5.00 10.00 in = 12.00 in 12.00 in 0.00 ft @ Btm.= 3.00 in SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Description Summa of Overturnin & Resistin Forces & Moments Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 1,692.2 Resisting /Overturning Ratio 9' CANTILEVER RETAINING WALL Force Distance Moment Ibs ft 1,692.2 3.28 5,546.5 0.28 O.T.M. = 5,546.5 2.35 Vertical Loads used for Soil Pressure = 4,284.7 Ibs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:42AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1963.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c : \my documents \2004 \20405 \eng \calcs.ecw:Calc OVERTURNING RESISTING Distance Moment ft-# ft ft-# Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth © Stem Transitions= Footing Weight = Key Weight = Vert. Component = Total = Force Ibs 2,639.7 3.67 9,679.2 0.00 /1 870.0 2.00 1,740.3 625.0 2.50 1,562.5 150.0 0.50 75.0 4,284.7 Ibs R.M.= 13,057.0 1 • • SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.aft.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Description Criteria Soil Data ruruTaurinaatoriwmr Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Footing Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 8' CANTILEVER RETAINING WALL 8.00 ft = 0.00 ft 0.00: 1 = 0.00 in 110.00 pcf 0.0 psf = 3,464 Ibs 7.79 in Soil Pressure © Toe = 1,436 psf OK Soil Pressure © Heel = 103 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,011 psf ACI Factored @ Heel = 145 psf Footing Shear © Toe = 20.1 psi OK Footing Shear @ Heel = 20.2 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.38 OK Sliding = 1.12 Ratio < 1.5! Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,365.5 Ibs less 100% Passive Force= - 311.1 Ibs less 100% Friction Force= - 1,212.5 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stability = 363.2 Ibs NG Toe 2,011 2,029 197 1,832 = 20.11 = 85.00 = #5 @9.00in = #5 @9.00in = None Spec'd Cantilevered Retaining Wa11 Design Page 1 c : \my documents \2004 \20405 \eng \calcs.ecw:Calc Heel 145 psf 1,272 ft-# 3,830 ft-# 2,559 ft-# 20.19 psi 85.00 psi Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure Passive Pressure Water height over heel FootinglISoil Friction Soil height to ignore for passive pressure Fy Pc Scope : Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable 0.0 350.0 0.0 ft = 0.350 = 0.00 in ft= Ibs = ft-# = psi = psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special lnspection = Modular Ratio 'n' _ Short Term Factor Equiv. Solid Thick. Masonry Biotic Type = Concrete Data psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr l v Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10 :41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Top Stem Stem OK 0.00 Concrete 8.00 # 4 9.00 Edge 0.713 1,904.0 5,077.3 7,122.4 25.4 85.0 18.72 6.00 96.7 6.25 2,500.0 60,000.0 Footing Strengths & Dimensions fc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0000 Toe Width = 1.50 ft Heel Width = 3.00 Total Footing Width = 4.50 Footing Thickness = 10.00 in Key Width = 12.00 in Key Depth = 6.00 in Key Distance from Toe = 0.00 ft Cover © Top = 2.00 in @ Btm.= 3.00 in ti 1Apt vf#rae'!*Ot 41Y*AthrM:xst ^wx.+cente r'enn aay.W'Xi,`,004,; 51rF"'49,,:i144/k+?7 ' SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW-0605036, Ver 5.6.1, 25.Oct•2002 (c11983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c : \my documents \2004 \20405 \eng \calcs.ecw:Calc Description Summa of Overturnin Item & Resistin Heel Active Pressure = 1,365.5 2.94 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil = SeismicLoad = Total = 1,365.5 Resisting /Overturning Ratio Vertical Loads used for Soil Pressure = 8' CANTILEVER RETAINING WALL OVERTURNING Force Distance Ibs ft 0.28 Forces & Moments Moment ft 4,020.6 O.T.M. = 4,020.6 2.38 3,464.2 Ibs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job ;A« 20405 Dsgnr: KHALED SABRA P.E. Date: 10:41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : RESISTING Force Distance Ibs ft Moment ft.# Soil Over Heel = 2,053.3 3.33 6,844.4 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 773.3 1.83 1,417.8 Earth @ Stem Transitions= Footing Weight = 562.5 2.25 1,265.6 Key Weight = 75.0 0.50 37.5 Vert. Component = Total = 3,464.2 Ibs R.M.= 9,565.3 SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25•Oct•2002 (c11983.2002 ENERCALC Engineering Software Description 7' CANTILEVER RETAINING WALL [ Retained Height = Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Desi kvrw n rrn�rw .. Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Less ACI Factored @ Toe ACI Factored © Heel Footing Shear © Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 7.00 ft = 0.00 ft = 0.00: 1 = 0.00 in 110.00 pcf 0.0 psf xacn*mefM IRIBITWONMI w»�n = 2,717 lbs 6.60 in = 1,240 psf OK 119 psf OK = 3,500 psf Than Allowable = 1,736 psf 167 psf = 14.2 psi OK 15.4 psi OK = 85.0 psi = 2.40 OK Sliding = 1.00 UNSTABLE! Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,073.8 lbs less 100% Passive ForceF - 121.5 lbs less 100% Friction Force= - 950.8 lbs Added Force Req'd = 1.5 lbs NG ....for 1.5 : 1 Stability = 363.2 lbs NG [-Footing Design Results Toe Heel = 1,736 167 psf 1,382 857 ft-# 155 2,507 ft-# = 1,227 1,650 ft-# = 14.22 15.42 psi = 85.00 85.00 psi = #4 @9.00in = #4 @9.00in = None Spec'd Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = Total Force © Section lbs = Moment....Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 ?A) Dsgnr: KHALED SABRA P.E. Date: 10:41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Cantilevered Retaining Wall Design Page 1 c: \my documents \2004 \20405 \eng \calcs.ecw :Galt = 3,500.0 psf Method = 35.0 = 0.0 = 350.0 0.0 ft = 0.350 = 0.00 in psi = psi = Top Stem Stem OK 0.00 = Concrete 8.00 = # 4 14.00 Edge psi = psi = 0.729 1,457.8 3,401.4 4,665.4 19.4 85.0 18.72 6.07 96.7 6.25 2,500.0 60,000.0 Footing Strengths & ,4 xiui.a ,r: , c1 WtiM V., W, kv5.u'N, i t oss o, • •fM'••^nl. fc = 2,500 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top Fy = 2.00 in Dimensions = 60,000 psi 0.0000 1.33 ft 2.67 4.00 10.00 in 12.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in lw,r�i,gs^'C fr7• t�:?! W�Tx: tr; r�• r,++ E' t�o�+ w�" x:>. ^5an.!rxw:.orvr..,,,.,.,Mr.:.., .� ... ••: • • ..... .i.,. • SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25•Oct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \my documents \2004 \20405 \eng \calcs.ecw:Calc Description Summa of Overturnin Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Resisting /Overturning Ratio 7' CANTILEVER RETAINING WALL & Resistin Forces & Moments OVERTURNING Force Distance Moment Ibs ft ft-# 1,073.8 2.61 2,803.9 Soil Over Heel = 0.28 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 676.7 Earth @ Stem Transitions= 2.40 Footing Weight = 499.6 Total = 1,073.8 O.T.M. = 2,803.9 Vertical Loads used for Soil Pressure = 2,716.5 Ibs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 2I Dsgnr: KHALED SABRA P.E. Date: 10:41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Key Weight = Vert. Component = RESISTING Force Distance Ibs ft 1,540.3 3.00 SIVXMONUMUFM.: 0.00 1.66 1,125.5 2.00 0.50 Moment ft-# 4,615.9 998.5 Total = 2,716.5 Ibs R.M.= 6,739.9 1 • ' SABCO CONSULTING ENGINEERS INC. ksabra@world net.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page c:\my documents \2004 \20405 \eng \calcs.ecw:Cai c Description LCriteria Retained Height = 6.00 ft Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 6' CANTILEVER RETAINING WALL = 0.00 ft 0.00: 1 = 0.00 in 110.00 pcf 0.0 psf Design Summa r,>w oWreWw+eroxww POMMArasBKerx' Total Bearing Load = 2,117 lbs ...resultant ecc. = 5.66 in Soil Pressure @ Toe = 1,094 psf OK Soil Pressure @ Heel = 116 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = ACI Factored @ Heel = Footing Shear @ Toe = Footing Shear @ Heel = Allowable = Wall Stability Ratios Overturning = 2.45 OK Sliding = 1.06 Ratio < 1.51 Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 817.2 lbs less 100% Passive Force= - 121.5 lbs less 100% Friction Force= - 741.0 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 363.2 lbs NG LFootin Design Results 1,531 psf 163 psf 9.9 psi OK 11.3 psi OK 85.0 psi Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe Heel 1,531 163 psf 939 527 ft-# 119 1,526 ft-# 820 998 ft-# 9,89 11.30 psi = 85.00 85.00 psi = #4 @12.00in = #4 @12.00in = None Spec'd Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Scope : Soil Data ► IMISSIONUCAMMIW Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Stem Construction PAYINsrtroMw�uT wAnr4inYaANwwnwMRIIM ra Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Concrete Data ft Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE 0.0 350.0 0.0 ft = 0.350 0.00 In Top Stem Stem OK ft = 0.00 = Concrete = 8.00 # 4 16.00 = Edge lbs = ft4 = psi = psi = psi = psi = 0.623 1,071.0 2,142.0 4,099.3 14.3 85.0 18.72 6.00 96.7 6.25 2,500.0 60,000.0 Pc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover © Top = 2.00 in Fy = ..... ...... , 2'V Footing Strengths & Dimensions 60,000 psi 0.0000 = 1.17 ft 2.33 3.50 10.00 in 12.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in SABCO CONSULTING ENGINEERS INC. ksabra@worldnetatt.net Description Summa of Overturnin & Resistin Forces & Moments OVERTURNING Force Distance Moment lbs ft ft-# Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = Resisting /Overturning Ratio Vertical Loads used for Soil Pressure = 6' CANTILEVER RETAINING WALL 817.2 2.28 1,861.3 0.28 817.2 O.T.M. = 1,861.3 2.45 2,117.3 lbs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 21 3 Dsgnr: KHALED SABRA P.E. Date: 10:41AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \my documents \2004 \20405 \eng \calcs.ecw:Calc aSSOIWI taIIWIMISIMESIBVIW+auansJIMIMAIMIREZUaxiwrcami . 11M.so. Soil Over Heel = 1,099.8 2.67 2,932.9 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 580.0 1.50 870.2 Earth @ Stem Transitions= Footing Weight = 437.5 1.75 765.6 Key Weight = 0.50 Vert. Component = Total = RESISTING Force Distance Moment lbs ft ft-# 2,117.3 lbs R.M.= 4,568.7 'R'N.Nh`{f«za.1+(JOaM ttent.VVF (FPo Y.N+'M Pt1491iI�' NS' tt? q" e4grNR?WR +^+e?7.rv.�t+.vw.,.art,u w•,anu•c.n�.�A+.r..r....cos n>..v: «+..yM+n.+.*�+....• :awe.•,., SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0c1.2002 (c)1983.2002 ENERCALC Engineering Software Criteria Retained Height 5.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem L 9n Summary Total Bearing Load ...resultant ecc. 949 psf OK 112 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 1,328 psf ACI Factored © Heel = 157 psf Soil Pressure © Toe = Soil Pressure © Heel = Footing Shear © Toe = 6.3 psi OK Footing Shear © Heel = 7.8 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.52 OK Sliding = 1.14 Ratio < 1.51 Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 595.5 Ibs less 100% Passive Forcer= - 121.5 lbs less 100% Friction Force= - 557.1 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 363.2 Ibs NG Footing Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 0.0 psf = 1,592 Ibs 4.73 in Toe Heel 1,328 157 psf = 599 294 ft-# 88 840 ft-# 512 546 ft-# 6.25 7.81 psi = 85.00 85.00 psi = #4 @12.00in = #4 @12.00in = None Spec'd Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure fc Fy Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa Total Force © Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Concrete Data Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:40AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : 24 Cantilevered Retaining Wall Design Page 1 c: \my documents \2004 \20405 \eng \calcs.ecw:Calc Description 5' CANTILEVER RETAINING WALL asmaareasami = 3,500.0 psf Method = 35.0 = 0.0 = 350.0 0.0 ft = 0.350 = 0.00 in Ibs = ft-# = psi = psi = psi = psi = Top Stem Stem OK 0.00 = Concrete 8.00 = # 4 16.00 Edge 0.302 743.8 1,239.6 4,099.3 9.9 85.0 18.72 6.00 96.7 6.25 2,500.0 60,000.0 Footing Strengths & Dimensions fc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = A*0P„ itvmA4N:f'. , ..,»kxw?«:SNt pAV,V Y�yr�+ Fy = 60,000 psi 0.0000 = 1.00ft 2.00 3.00 10.00 in 12.00 in 0.00 in 0.00 ft 2.00 in @ Btm.= 3.00 in ,•M • SABCO CONSULTING ENGINEERS INC. ksabra@worldnet.att.net Rev: 560100 User: KW.0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Description 5' CANTILEVER RETAINING WALL S um of Overturn�in 8 Resistin Forces & Moments OVERTURNING Force Distance Moment Ibs ft ft-# Item Heel Active Pressure = 595.5 1.94 1,157.9 Toe Active Pressure = 0.28 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = Resisting /Overturning Ratio 595.5 O.T.M. = 1,157.9 2.52 Vertical Loads used for Soil Pressure = 1,591.7 lbs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:40AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : Cantilevered Retaining Wall Design Page 2 c:\my documents \2004 \20405 \eng \calcs.ecw:Calc Isswtrnotontrzenurnerieenvarmanvammeati RESISTING Force Distance Moment Ibs ft ft-# Soil Over Heel = 733.3 2.33 1,711.1 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 483.3 1.33 644.4 Earth @ Stem Transitions= Footing Weight = 375.0 1.50 562.5 Key Weight = 0.50 Vert. Component = Total = 1,591.7 Ibs R.M.= 2,918.1 SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW-0605036, Ver 5.6.1, 25•Oct•2002 (c)1983.2002 ENERCALC Engineering Software Description Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 4' CANTILEVER RETAINING WALL 4.00 ft = 0.00 ft = 0.00: 1 = 0.00 in 110.00 pcf 0.0 psf Cantilevered Retaining Wall Design Page 1 I c: \my documents \2004 \20405 \eng \calcs.ecw:Calc Soil Data Allow Soil Bearing = 3,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = 805 psf OK Soil Pressure @ Heel = 108 psf OK Allowable = 3,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,127 psf ACI Factored @ Heel = 151 psf Footing Shear @ Toe = 3.3 psi OK Footing Shear @ Heel = 4.9 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.61 OK Sliding = 1.27 Ratio < 1.5! Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 408.8 lbs less 100% Passive ForceF - 121.5 lbs less 100% Friction Force= - 398.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 363.2 lbs NG Footing Design Results Toe Heel Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 1,139 lbs 3.82 in 1,127 351 60 291 = 3.31 = 85.00 = #4 @16.00in = #4 @16.00in = None Spec'd 151 psf 141 ft-# 396 ft-# 255 ft-# 4.95 psi 85.00 psi Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Reber Placed at Design Data fb /FB + fa/Fa = Total Force @ Section lbs = Moment....Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Reber Depth 'd' in = Masonry Data I'm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data Pc Fy Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:39AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope : psi = psi = psi = psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Top Stem Stem OK ft = 0.00 = Concrete = 8.00 _ # 4 = 16.00 Edge 0.155 476.0 634.7 4,099.3 6.3 85.0 18.72 6.00 96.7 6.25 2,500.0 60,000.0 Footing Strengths & Dimensions Pc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover © Top = 2.00 In Fy = 60,000 psi 0.0000 = 0.83 ft 1.67 2.50 10.00 in = 12.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in SABCO CONSULTING ENGINEERS INC. ksabra @worldnet.att.net Rev: 560100 User: KW-0605036, Ver 5.6.1, 25.0ct•2002 (c)1983.2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \my documents \2004 \20405 \eng \calcs.ecw :Galt Description Item Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = Resisting /Overturning Ratio 4' CANTILEVER RETAINING WALL Summa of Overturnin & Resistin Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment ft-# lbs ft ft-# 658.7 lbs ft Heel Active Pressure = 408.8 1.61 Toe Active Pressure = 0.28 408.8 O.T.M. = 658.7 2.61 Vertical Loads used for Soil Pressure = 1,138.9 lbs Vertical component of active pressure NOT used for soil pressure Title : CASCADE GLEN LOT 12, TUKWILA, WA Job # 20405 Dsgnr: KHALED SABRA P.E. Date: 10:39AM, 30 JAN 04 Description : RETAINING WALL AT GARAGE Scope Soil Over Heel = 440.1 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 386.7 Earth @ Stem Transitions= Footing Weight = 312.1 Key Weight Vert. Component 2.00 0.00 1.16 1.25 0.50 878.9 449.8 389.7 Total = 1,138.9 lbs R.M.= 1,718.4 '5/-7BCL7 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. (425) 338 0342 I I I Re t� C . w✓i-c L F� A l�=AC 7 7( c0/' - , re y o/ %s' i@ ,erxi.s SAM) CONSULTING LTI ENGINEERS ONnI©. 0-50 Vi ) ( 34)(13 -. ; • • sry Lo 7 / Z SUBJECT: f2 7fNt/f r s-- DATE: 3 3 -� JOB #: k -Laa BY KYS SHEET # t ' • 560 L45 • 7 53 ; 41 *s /i7 wo2,s7 c)M1 A z a- • Z J U O 0 W o w � J • Q I I- w Z = I o w • w • 0 O ▪ N : • 1- w w ~ IL F- - O lll U N 0 z .. I 01/30/2004 08 :21 4257460860 LAWN H JUNbUL I AN I r HUL. u.I. I L. • • i Cr _. \L‘ (Jct. t CC: 1. Original Copy to b. mailed: Earth Consultants, inc. tiectechnIcAl Iimeni' GeoioptAtt aTrMmnmend selerists Corrsisuctiian ksg& VCeO J WABO finecion setvicrs Mwrrnci iv= ()ate: 1 ( D/ b o / FAX OYR 5 . ET FAX Nu r From: • Subject: LP. t r2-• t jc..t ( Q L , Number of Pages Including Cover Sheet: . 7_ If you do not eaceive all of this FAX or have any questions, please call (425) 643 -3780_ Comments: D Yes 0 No This F.AX Is intended solely for the Lee wf the Individual to whom m it is addressed and may contain inf'rtnatIon that is privileged, oonfidentiai ,r other wise exempt from disclosure under applicable law. If the rec4vsr of this FAX is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 aeiidvue 425) G4G -3780 FAX (425) 746 -0860 Toll Free (888) 739-6870 in 17 Ps ►*fig Ul/ JU! LUU4 • 1100944. alesfM!vieimirp,twileo9r...t1,0y4 °crawl Contactor Grading Contractor U0.41 U f 4000UU IS" ,a' 7 9 — tic] Earth Consultants, Inc, Till, tehttictl PnpnetflikCa kitsis a Fmim,kttmuli xittrISIs onti nlnk)n Turing 14018 f a;kL flifseNYJ11 f in►iicdt 1604136th Place N.E„ Suite 201 • Bellevue, WA 96005 nil l I Bpi gal 141111 Tlemflfrrn DAILif new ncPoar Aro approved Glons/PPrmits nn -site Yes Project No. Permit No. •1..., Job Grading Purr! NM L. CA {d Rep. Job No, Pale of T:galiBite Time Oft Site Date 101 00 f (; 7 t J Jojt Mien wraffr Permit Nn Visitors 1r� a■a Time General C I oi's Supeilntendent Mr *, GllarRed client/Owner Received Unchecked By (.tracked By Date Report No, Day of week If No, contact the building department or explain below: f_ �_iJ iTll,,l Irr1 MN trrxT PAO I mo' 't— \ s ,y �K.t 1 ti t- L - ._t____ A 11111111111E16111111111 " 1:*a iir NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. — ( t ( _(_ \S I if r kS (V" c ,\( It kL C ..�� - 'l .- C7 c. C e.. - Q - S c ' .;r5'..- ll\, c' __ (. - C e7� \ t \ c c _ Q 1 (c J "� ,r $ ' 2, I1 \ v c + - ∎l' s( C C?-1 ' — i► . Lo-E— 2., 7 - X-4 1 c: `dc \ .Sri, \ ±,— . '\ Q . , #, \ C._ • . C , --L.-.- . -. ©f '4-- c_ \ Q ,I- - •-. c mil ( CN —C c)( c. c.t1 — 1 I .\ CX,t's e _ - -\0i c G_ ce.-30. - 3(1. t \CY■ A C._'i s \ r.SC � r 1 c ) t" r � ' "c JG -1., ea "�'�I�c. I�c 2-- ()c ,�cc - ".1 .. S -Ilk 1 9► 11 ‘ A. t i1 CcCC. cu-i e +. Z c- & lr to 'N �� c_ r ; c �, f C_�fl t�Ci \ c r - . -1-, oc\s c . ( -44 Q 1 . eeC� C •� e . Nr — - G ? 4 9 zc .1 4 COPY TO: k reject <<G<< r ti Earth Consultants, Inc cca¢hnlcal Fngineas, Geologists & I9»irtxtt3xntal Scientists Constntctkx3 Testing & ICI30 / %NA[30lnyxrtkxt Seticcs 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746 -0860 DAILY FIELD REPORT General Contractor Grading Contractor r Eield Rep. Time Oil-Site Travel Time Permit No. Job Location 1- 04 ( \. General Contractor's Superintendent Grading Foreman Job No. 1 0 I Time Off Site Miles Hrs. Charged Page of I Dat /CDL..( 7 (4 eather Visitors Report No. Day of Week yvG�. Client/Owner erAcflet Received Unchecked By Checked By Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: CONTINUED ON NEXT PAGE ❑ From: Marcus Eldred To: JIM FACSIMILE COVER PAGE To : JIM Sent : 7/22/2004 at 2:12:08 PM Subject : Vapor Barrier Cascade Glen #12 Date: 7/22/2004 Time: 2:16:28 PM Page 1 of 1 From : Marcus Eldred Pages : 1 (including Cover) RE: Vapor Barrier Cascade Glen Lot # 12 3813 South 132nd Place --- 3 1 W Tukwila, WA JU UO ND • Lu J w Marcus Eldred, President Marcus Drywall, Inc. • a = • d w Z �. F - o ZF- w uj U O - O 1- . w W ~ H -O . . O F— Z THIS JOB WAS SPRAYED WITH RODDA VAPOR BLOCK PRIOR TO TEXTURE. 4 MILLS OF WET PRODUCT WERE PUT ON ALL WALLS AND CEILINGS. MANUFACTURE CLAIMS THIS WILL GIVE A PERM RATING OF .68 May 05 04 08:02a Jihad Keirouz NU* a im Y-04-2004 11:12AM FROM- ARCHITECTS NORTHWEST • ▪ INI ■�� ARCHITECTS NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 May 4., 2004 To: Building Inspector RE: Dream Catcher Homes P:125-485-4900 F: 425-487-6585 Toll Free:1- 888 -ARCH -100 Email: ANWC1 ArchitectsNW.com Subject: Architects Northwest Plan M3220A3SU -1 It is acceptable to replace the 8x8 DF #2 P.T. post in the garage with a 6x8 DF #2 P.T. post. The 6X8 DF #2 post bears 165% of design load. For the floor blocking under the water proof deck turn the 2x10 blocks flat and use 2" screws @ 6" O.C. E.W. (6 screws per block in 16" joist space) into =;ia" sheeting to secure. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Sincerely, Zachary R. Adams Architects Northwest, Inc. fi • volt: 01 1 i maid (425) 741 -2634 p.2 425 -487 -6585 T -612 P.001 /001 F -929 W . 6 J U 0 U 0 . W= J F... . w LQ = a I— al Z = zI- w • w U 0 O 5 : O I— w w • U IL ~O ..z w 0 1 0 z May 05 04 08:02a Jihad Keirouz MAT—U4-41.1U4 U0:4LAw rnum—niu.rnicwa nuninm:ot ICJ/ ARCHITECTS NORTHWEST Architects Northwest. Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 May 4, 2004 To: Building Inspector RE: Dream Catcher Homes Subject: Architects Northwest Plan M3220A3SU -1 It is acceptable to replace the 8x8 P.T. post in the garage with a 6x8 P.T. post. 6X8 post is over 65% adequate. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. • Sincerely, Zachary R. Adams Architects Northwest, Inc. P: 425- 485.4900 F: 425- 487 -6585 Toll Free:1 -888- ARCM -100 Emit: ANW@ArchitectsNW,com (425) 741 -2634 Do -. 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DU Miles Z. r Charged 0 Page of r I } Date J � 1a4 Visitors Cllent/Owner o xdsic L e9 Received unchecked By Checked By Date Report No. Day of Week If No, contact the building department or explain below: CONTINUED ON NEXT PAGE 02/04/2004 12:40 4257460860 Project General Contractor Grading Contractor COPY TO: X03- 35S Earth Consultants Inc amtethalmlenalnecrn, OtObstiaq I Gt•1mnrneem4l'dent1R4 Ontsnr ktet Twang A KEW ~Ai In4trrrintt kr+1eK 1805 138th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739.6870 FAX (d25) 746 -0880 DAILY FIELD REPORT Job location -.c& EARTH CONSULTANTS F aid Rep. me ravel Time Permit No. General C. tractor's superintendent Grading Forefnan L-,0÷ Job No, 101 70 Time Off She Page of I I Date I. Miles Webt 1. Hrs. Charged Visitors C lient/Owner Received Unchecked By Checked By Are approved Plans/Permits on- site 0 Yes ❑ No Project No. Permit No. 'Date PAGE 02/02 Report No. Day of Week rn� If No, contact the building department or explain below: CONT1NuED ON NEXT PAGE ❑ z z 6 1 O 0 W I w 0 2 u . D. a w Z )-- i- O w ~ in U � O N O H W W lL � w U= O~ z - - .-, f- - �►' _ �_A .. ♦ . . . ce ► ;�!�4i�? . •_ ' ���g El., .. CIO — . << Mifflin a aa - .. +. sA�R�'S.. y Is. • _ /, - _ �. r . w .�. ,- T . :I rJ_ . �. . .r, ..r —� - 44.m, le .._,emis mignavultialrurnw..._ ... -......1 ■. i T� . •...r:.. a -- 1( _ e . Pr r'� iA t>i " �j i�l� la:MA Ma _ _ - 1 0TVAL % ` -..... iff VED �-, t FEi - 4 2004 D PARTT • 02/04/2004 12:40 4257460860 Project General Contractor Grading Contractor COPY TO: X03- 35S Earth Consultants Inc amtethalmlenalnecrn, OtObstiaq I Gt•1mnrneem4l'dent1R4 Ontsnr ktet Twang A KEW ~Ai In4trrrintt kr+1eK 1805 138th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739.6870 FAX (d25) 746 -0880 DAILY FIELD REPORT Job location -.c& EARTH CONSULTANTS F aid Rep. me ravel Time Permit No. General C. tractor's superintendent Grading Forefnan L-,0÷ Job No, 101 70 Time Off She Page of I I Date I. Miles Webt 1. Hrs. Charged Visitors C lient/Owner Received Unchecked By Checked By Are approved Plans/Permits on- site 0 Yes ❑ No Project No. Permit No. 'Date PAGE 02/02 Report No. Day of Week rn� If No, contact the building department or explain below: CONT1NuED ON NEXT PAGE ❑ z z 6 1 O 0 W I w 0 2 u . D. a w Z )-- i- O w ~ in U � O N O H W W lL � w U= O~ z • • I U9/08/2003 08:50 4257460860 FAX TO: ='A FAX COVER SHEET EARTH CONSULTANTS Earth Consultants Inc. • Ccotcchntcvl Gtginms. Gc vlogtsts & Envlronmrnit I Sc'mists Reference: 6 lot 7(0 Date: C9 .6e .0 3 FAX NUMBER: • -1 'w _ I -' . 2___L- . t ©--+ FROM: e ' .� . SUBJECT: pi ft� 1 , rz- i NUMBER OF PAGES INCLUDING COVER SHEET: 3 If you have any questions, please call (425) 643 -3780 Our FAX number is (425) 74- 608-60 Zx o A- /- o t - Xtrz) To Gd CC: I.. Ci-L. 0-F - r u,kw1 la Zocp - 3 -3W D5 es 'Du.n c�.n�a.�{ 2 nett- r c.? her 5ori • rVt �- t �c ✓� PAGE 01 c..21 b7GZ 1805. Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746-0860 Toll Free (888) T39.6670 g•3/08/2003 08:50 4257460860 Are approved Plans/Permits on -site ❑ Yes ❑ Project No. Permit No. 6AR I H C:Uh15UL I AN I 444'« k '2.i till - General Contractor Earth consultants Inc. Orre , hvikN FrenmI 003100 Otth'x*nn Ala Kw. Crnerween lvsene F ICZIO I WAN) hi: V=1011 A4T'kc, 1805 138th Place N,E., Suite 201 • Bellevue, WA 9800$ Bellevue (425) 843.3780 • Toll Free (888) 7394670 FAX (d25} 746.0860 DAILY FIELD REPORT Project N %As44G Job Location CCAse —Ao6 m) gems hi-z"- sr , - 77..k.o.ilet Grading Contractor Field Rep. Time On Slte 3O Awl Travel Time I . 5 Permit No. General Contractors Superintendent Grading Foreman Job No. aloi3io Time Ott. Site 9'45 Ate+ Mlles !a0 Hrs. Charged 3 o Client/Owner X.A K Page of z Date O ° 1. 04.0 3 Visitors Received Unchecked By Chucked By Report ND. LP Day of Week Weather IWAIszr4 If No, contact the building department or explain below ICOPY TO: CONTINUED ON NEXT PAGE ❑ j e,' r.,:.,;, a,,.;,. r�,,.. u.c�s,�....- •,,,:.:r.rr....rn.. ...�. - .+M,? :3 }.:.+H..0 « «M • - . .. .+ - - Lv 4 1.- - E.ve_L. a agas,,/1L . ft-H A ►+D 4.9 rot 6It. , TrvG" e3e.,aary.�. �+.. 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T --;;;:vt • 9A4t5 rEx. -; , r' o . g•3/08/2003 08:50 4257460860 Are approved Plans/Permits on -site ❑ Yes ❑ Project No. Permit No. 6AR I H C:Uh15UL I AN I 444'« k '2.i till - General Contractor Earth consultants Inc. Orre , hvikN FrenmI 003100 Otth'x*nn Ala Kw. Crnerween lvsene F ICZIO I WAN) hi: V=1011 A4T'kc, 1805 138th Place N,E., Suite 201 • Bellevue, WA 9800$ Bellevue (425) 843.3780 • Toll Free (888) 7394670 FAX (d25} 746.0860 DAILY FIELD REPORT Project N %As44G Job Location CCAse —Ao6 m) gems hi-z"- sr , - 77..k.o.ilet Grading Contractor Field Rep. Time On Slte 3O Awl Travel Time I . 5 Permit No. General Contractors Superintendent Grading Foreman Job No. aloi3io Time Ott. Site 9'45 Ate+ Mlles !a0 Hrs. Charged 3 o Client/Owner X.A K Page of z Date O ° 1. 04.0 3 Visitors Received Unchecked By Chucked By Report ND. LP Day of Week Weather IWAIszr4 If No, contact the building department or explain below ICOPY TO: CONTINUED ON NEXT PAGE ❑ j e,' r.,:.,;, a,,.;,. r�,,.. u.c�s,�....- •,,,:.:r.rr....rn.. ...�. - .+M,? :3 }.:.+H..0 « «M 09/08/2003 08:50 42574608b0 Earth Consultants, Inc nrn.ctisnimil FARIPwwrxCenieghva •&I% wvnn4ds(ion.l+ Oa1.1M1Nnt Tr 1g A 1Ol1 / N;\DU YL XT*$% % ' 1806136th Place N.E., Suite 201 • Bellevue, WA 99005 Bellevue (425) 643.3780 • ToH Free (888) 739-6670 FAX (425) 746 -0880 DAILY FIELD REPORT Protect 14 itr. 3 i et Job Location (CASC AE 4 t.a..6)" uor•+� 42" Sr' 4 k..a,ll,4 _ General Contractor Grading Contractor Field R Time Of Site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. &or 76 Time OK Site Miles Hrs. Cha Visitors Client/Owner T4.k Page 2iz Date Q9.05.0V.03 3 CheltEi Repeat No. Oay of / Week Tiotee Weather R h4f Received Unchecked By Are approved Plans /Permits on -site En Yes [n No Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑ I J1K7ria ru "' •' �R'- fi .. r `'g1 al,....k.11 •. a i. • tAK IH l:UNSUL u�rrvu. h'Alat e4 If No, contact the building department or explain below. • I .0 . . -• —J . • N 6 - .. _ + . — - I O • r o a r e 6e. t4 Lcr Z O Z E V C 414 D (.t.4 e•eI D t- P.4 A C • 1 r = Sol .te 1Ad1 • Lo? Zo t' A 64-T' 1.1^ "*-k.D ri. e--L f2 €4.irtd.& p-lo Fill 0 t G01rtPh4. rl 0}-1 Tl i 3 , , IL._... _ -- — I.- i 7 G .. • �`'� of witzy � • d1 1 • r • - •;'. •' • / 1. .ir: 09/08/2003 08:50 42574608b0 Earth Consultants, Inc nrn.ctisnimil FARIPwwrxCenieghva •&I% wvnn4ds(ion.l+ Oa1.1M1Nnt Tr 1g A 1Ol1 / N;\DU YL XT*$% % ' 1806136th Place N.E., Suite 201 • Bellevue, WA 99005 Bellevue (425) 643.3780 • ToH Free (888) 739-6670 FAX (425) 746 -0880 DAILY FIELD REPORT Protect 14 itr. 3 i et Job Location (CASC AE 4 t.a..6)" uor•+� 42" Sr' 4 k..a,ll,4 _ General Contractor Grading Contractor Field R Time Of Site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. &or 76 Time OK Site Miles Hrs. Cha Visitors Client/Owner T4.k Page 2iz Date Q9.05.0V.03 3 CheltEi Repeat No. Oay of / Week Tiotee Weather R h4f Received Unchecked By Are approved Plans /Permits on -site En Yes [n No Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑ I J1K7ria ru "' •' �R'- fi .. r `'g1 al,....k.11 •. a i. • tAK IH l:UNSUL u�rrvu. h'Alat e4 If No, contact the building department or explain below. July 7, 2004 Jay Keirouz 13619 Mukilteo Speedway, D -5 Lynnwood, WA 98037 RE: Permit Application No. D03 -358 3813 South 132nd Place Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 10, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, .i� Stefania Spencer Permit Technician Xc: Permit File No. D03 -358 Bob Benedicto, Building Official City of Tukwila • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 December 11, 2003 Mr. Jay Keirouz 13619 Mukilteo Speedway, D -5 Lynnwood, WA 98037 RE: CORRECTION LETTER #1 Development Permit Application Numbers D03 -358 3813 South 132 " Place — Cascade Glen — Lot 12 Dear Jay: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works, Fire, and Planning Departments have no comments. Building Department: Bill Rambo, at (206) 431 -3670, if you have any 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -358 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 vt. � istf: ttkavii. �: Y, eL' i, �:+? istkC(« t, kt".aarbo4.4444ziaUaYrd..a:r. r, Complete APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -358 PROJECT NAME: CASCADE GLEN - LOT 12 SITE ADDRESS: 3813 SOUTH 132 PLACE DATE: 02 -02 -04 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after/before permit is issue DEPARTMENTS: •2.A4 -0 Planning B t u ildin ivision Fire Prevention ❑ P lannin Division Public Works l � � _ /o- Structural El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUyING: Please Route , R 7 , Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DUE DATE: 02 -05 -04 DUE DATE: 03 -04 -04 Not Applicable ❑ DATE: Vt/ SFr, 1.. FiE.LUMamw_ dti' .. ". 0�' PSWiIMl 1y�11Ftidi':CV:.G:t:i4'va'cwG:: PERMIT COORD COrY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -358 PROJECT NAME: CASCADE GLEN - LOT 12 SITE ADDRESS: 3813 SOUTH 132 PLACE Original Plan Submittal DATE: 12 -15 -03 Response to Incomplete Letter # X Response to Correction Letter # Revision # after /before permit is issued DEPARTMENT : W` UCH 11 'I(,iO3 Building Division Public Works El Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -16 -03 Complete [r Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROpTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -13 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2.28.02 PERMIT COORD COPY DATE: ACTIVITY NUMBER: D03 -358 PROJECT NAME: CASCADE GLEN - LOT 12 SITE ADDRESS: 3813 SOUTH 132 PLACE DATE: 11 -12 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: 'AnP— a -jai ?d Bu Iding Division G] Public Works p1.41e14 I && DETERMIN N OF COMPLETENESS: (Tues., Thurs.) Complete Documents /routing sllp.doc 2 -28.02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP /o 41' Fire Prevention REVIEWER'S INITIALS: Pra PlaUD ivision Plar�ni n g Structural ❑ Permit Coordinator Incomplete DUE DATE: 11 -18 -03 Comments: Permit Center Use Only INCOMPi! ETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route U Structural Review Required ❑ No further Review Required ❑ Not Applicable ❑ REVIEWER'S INITIALS: DATE: PERMIT COORD cop» DUE DATE: 12 -16 -03 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1l'' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: geS ' "Sp.4∎Iiikthr k3'4 - i' v •41,4o::isfiisxi t, W ci Revision ' Date No. Received i Staff Date Initials Issued l i Staff Initials 0.7-0 y i sits 1 7 / - ,-e /- • 1 s, Summary of Revision: �L ,'e1,-,4,xJi,,/c5 wy)'64_ Ac ,Decd Td 6:204,tf '.vnJ Received By: Received By: c) 74� 6 ---Z__ Revision No. Date Received l i Staff Initials Date .. Issued Staff Initials Summary of Revision: Received By: Received By: Summary of Revision: Received By: Revision No. ' Date Received Staff Initials Date Issued Staff Initials i Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials Summary of Revision: Received By: PROJECT NAME: e /s 64' " Lvria. PERMIT NO:. X 4 3 - 3.re' Site Address: 5 /3 S /30' /�. ' - -- Original Issue Date: Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) ' (please print) (please print) please print ,•,..' r N,w rf Staff Initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z �_- z w —1 U 00 U) CO U.I J � w g < = • d I- III Z = I-0 Z F- w U � O D- O !- Project Address: \ 3 S a� TN 1�Z L w w Contact Person: Phone Number: (0)3 o-eD 6 871-t o Summary of Revision: 1 A L i �� ► N 11� t,3 v cl O I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- / 2 -1 Plan Check/Permit Number: - Do 3 58 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: GAS c G L(, 1 1 Z TJC` 0 &)(c4) t t� • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 02" Entered in Permits Plus on 2 �Z' a 7 5.45 crrYop nit 1 E B 0 2 flri , PERMl2- coo stir 08/06/03 s .f rr =i,.i. ,z r.s L { 4Ga . `'tr"1 xw rAt,ltS,:i t dish, 1C.G :, h ?SM4.51 r� yiai d 4i i,44 ii.40.6i0 'IflaYUlLtiYS "•. z Date: ! 7 //S VO City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: `17()'S — 8 LI Response to Incomplete Letter # j. Response to Correction Letter # El Revision # after Permit is Issued [l Revision requested by a City Building Inspector or Plans Examiner CA- .C=c� C L ~1 ') Gee R 1 '-- Project Address: ° v & i . 3 re'l>3 -µ ( 2' c C Contact Person: -.... & Y 1L-- Z Phone Number: (..,)6 r� �30 g 8' 7L Summary of Revision: d\ t t� 1 e3S; �` -e_li .. W1 C 022`�'li Project Name: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: in Permits Plus on /z• /S�3 08/06/03 "c.:1 oi;rc its 'u: .`za- FAN TESTED C.FM • 0.25" 114.6. MINIMUM FLEX DIAMETER MAXIMUM LENISTH PEET MINIMUM SMOOTH DIAMETER MAXIMUM LENSTH FEET MAXIMUM ELBOWS 50 4 INCH 25' -0" 4INCH 10'-op 9 50 5 INCH 90' -0" 5 INCH 100' -0" 9 50 6 INCH NO LIMIT 6 INCH NO LIMIT 9 80 4 INCH 2 WA 4 INCH 20 3 ao 5 INCH I3'-O" 5 INCH TOO' -O" '5 SO 6 INCH 40' -0" 6 INCH NO LIMIT 3 TOO 5 INCH 2 N/A 5 INCH 50'-0' 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH 15' -0" 6 INCH NO LIMIT 3 125 1 INCH 70' -0" 7 INCH NO LIMIT _ 9 OPTION 01 N.AZINO IAPACIIOR 4 DOOR W'A�GTOR 2 OWNS d VAULTED cut* a in 1 INCH S MOOR • Pi VI5tricAL n otieeefro I. 12% 0.55 0.38 030 . R-56 . R-50 R -15 R -I5 _ R -IO . R-s0 R -IO II. 15% O 40 056 0.20 R-56 R-90 R -2I R -2I R -IO R-90 R -IO III. �ph1r -0� 0C4IS•NiGY ONLY 0.40 0.58 0.20 R-58 R-90 R -2I R -2I R -IO R-30 R -IO REQUIRED FLOW (CFM) PER TABLE 3-2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBL,L: DUCT DIAMET>R • MAXIMUM L3I4TH I ' , MAXIMUM MADER OF EL3O145 2 50-80 6 INCH 1 INCH 30' -O'' 3 510 125 1 INCH 8 NO, ' , : 20' -0" • � \ 3 _ 9 113 -115 6 INCH to mica 20'-0• 1 1 0 - - 240 _ 9 INCH I I I.44 20'-O" • G ENERAL ria2e ALL REQUIREMINTO OP THE WI/ UNIPOIRM BUILDINO CODE, ALL APPLICABLE COCell AND •UILDIN6 CONSTRUCTION T'I'PB8 VN SEISMIC ZOIE1 S OC.G1JPMCY ~UPI Rrie WIND SPEE N *0 NPII PILL' ZONE. S EXPC'JMJRE GATE ORY: B CONTRACTOR SHALL VERIFY ALL NOTES, MEMNON' NV CONDITIONS PRIOIR TO GON1STR1CCTION CONTRACTOR SHALL PROVIDE TIEMPORARY BRACING, AS RECIOJIIIED UNTIL ALL PERMANENT CONNECTIONS HAVE 11114 MADE. IT IS THE CONMACTORS 'RESPONSIBILITY TO IDENTIFY ALL PISGREPANGI!S TO THE ARCHITECT AT 'TIE; TIME THEY ARE NOTED. DIMENDIONS TAKE PRECEDENCE OVER SCALED PRAWNS& SIT WORK UNLESS A !SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAOE !SOIL BEARING. CAPACITY OF 2000 PEP. EXTERIOR POOTIN rs SHALL BEAR I'-6' MINIMJMI BELOW FINISHED (RAP!. ALL POO'TINOS TO DEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK PILL MATERIAL SHALL BE THOIROUOHLY GONEPAGTED. POUNDATION VENTS SHALL. NOT INTERPOIRE WITH DIRECT LOAD PATH OP COLUMNS. CONCRETE 6PNERA<I MINIMUM GLASS AND USE PC SLUMS SACKS / G.Y. A. POOTINOS 2500 5 - 4 5-1/2 B. SLABS ON GRADE 2500 5 - 4 5-1/2 I. AIR ENT*AININO "SENT MSS TO 694 TO BE USED IN ALL CONCRETE PLAT WORK EXPOSED TO NEITHER. 2. POSSOLITH 500 SERIES) (4 oz. PER 100* OP CEMENT) TO DE USED IN ALL CONCRETE. 5. MIX MAY Be 17E516NCD IN ACCORDANCE WITH THE PROVISIONS. OF THE UNIPORNMI BUILDING CODE. 4. WATER TO GeMESMIT RATIO PER UNIFORM BLJIL.DIN O CODE. RfINFORGU46 STEEL ArSTM A615 GRADE 40, REIN FORGING STEED. DETAILS !HALL EE PREPARED BY AN EXPEptIENGEI APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 515. CONCRETE COVER OF REINFORGI•6 STU'EL 5" CONCRETE GAST AGAINST AND PERI4AMENTLY EXPOSED TO EARTH. I-I/2° CONCRETE r.XPOSED TO EARTH OR YEATHER. I -1/2" BEAGLE AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 5/4" SLABS AND WALLS NOT EXPOSED To EARTH OR WEATHER. CARPENTRY GENERAL ALL. PRIMING SHALL COMPLY WITH THE UNIFORM BUILDING. CODE CHAPTER 25. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE58URE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. IT MINI MJM CLEARANCE BEIVE194 (FLOOR BEAMS AND EARTH. 16" MINIMMJM CLEARANCE EIETWEEN FLOOR JOISTS AND EARTH. LUM '=R S TIC ( NIT ► IN I) STUDS 'v r b HAIR •3 'IS 500 STUD GRADE 15 615 JOISTS 4 RAFTERS HEM-FIR *2 (2x10) '15 1015 HEM-FIR *2 (2x12) 15 efts° BEAMS, HEADERS, LINTELS • 6IRDERS 4" NOMINAL DCVO-FIR *2 6" NOMINAL. D0L$ f IR *1 GLUE LAMINATED TIME DO -FIR LARCH (241" -V4) 165 2,400 STRUCTURAL COMPOSITE TILERS LAMINATED VENEER LUMBER PARALLEL STRAND L t ER LOADING ROOP FLOOR GEILIN6 DECK INTERIOR PARTITION EXTERIOR PARTITION M.L. TRAM MALL OE OCSI/PNlD FOR UNIFORM LOADINIP AS FOLLOWS, TOP CHORD RD !IS P!P OP TROU'TA1RY MMDTN BOTTOM CHORD S PSP OP T*IEfTARY 1/1117TH TILE (ROOF 41 PPP TOP CHORD ! POP !BOTTOM 4 CH ORD 45 6S 265 240 15 PSF DEAD LOAD + 10 PSF DEAD LOAD + 5 PSF DEAD LOAD + 5 P5F DEAD LOAD + 460 1050 2,600 2,400 25 PAW LIVE LOAD • 40 PSP LIVE LOAD • 10 PSP LIVE LOAD • 60 PSF LIVE LOAD • • a E 1,200,000 1,2oopoO 1,500,000 1,500 000 1,6 001000 O 1 1,600000 1400p00 2poopoo 40 PSP 50 PSP 15 PSF 65 PSF / PSF 10 PSF WOOD !MARINO ON OR INSTALLED WITHIN I` OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OP NOT LESS THAN 2x THICK/I1 SHALL BE PR Y1PED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/6" DIAMETER WITH 2 `x2 `x$/16" PLATE WAS • 4'-O" ON CEHTBt UNLESS NOTED? OTIERVIISE. 1" MINIMMJM EMBEDMENT. ALL. METAL F'RAMIN O ANCHORS AND HANGERS SHHOINMI ON DRM 11M66S SHALL BE STROH. TIE CONNECTORS AS MANUFACTURED BY SIM"SON COMPANY OR APPROVED EQUAL flan1022 ALL PLYWOOD MALL AND ROOF SFEATHIIN6 SHALL BE I/2" COX, U141255 NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8Pd • 6" O.G. AT PANEL EDGES AND IT O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING. SHALL BE 5/4" GDX TONSJE 4 6RO0YE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE lCd • 6" O.G. • PANEL. ED6E5 AND IT O.G. IN FIELD. SPAN INDEX SHALL. BE 40/20. STA66ER ALL PANEL ED6E5 AT (ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (0.9.5) SHEATHHIN6 PRODUCTS OP EQUIVALENT SPAN RAT1N65 SHALL BE ALLOYED. GLUE LAMINATED TI ALL (SLUE LAMINATED TIMBERS SHALL BE DOUG -PIR LARCH, PPAEItIGATEC) TO THE REQUIREMENTS OP THE 1)5 PRODUCT STANDARD PS 56. LUMBER SHALL L BE OP SUCH GRADE TO PROVIDE NORMAL V4ORKIN6 STIRES5 VALUES OP; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, I,b00 P5I IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL 5HEAR (COMBINATION 24P -V4). 'SLUE LAMINATED TIMeEIIS TO BE AITG CERTIFIED. USE VIA (ELSE. MANUFACTURED T'RJJSSES ALL TRUSSES SHALL BE DESK BY REGISTERED STATE E 4PIP!!R AND PAPRJC,ATED PROM OPE.Y THESE DESIOND. mules SHALL BE STAMPED BY THE EN6IN EER OR BY A QUALITY CONTROL AGENCY 'SUCH AS THE STATE T1RUE'S PAANIUGATt7R6 COUNCIL. ALL TIVJSs moms SHALL BE SUBMITTED POR APPROVAL PRIOR TO FABRICATION. M.. NON MARINO MALLS OR PARTITIONS SHALL BE HEW AWAY PROM THE TRUSS BOTTOM CHORD WITH AN APPROVED PASTIME* TO MUM THAT THE MSS BOTTOM CHORD ML.1. NOT SEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL OE WED AT ALL CONNECTIONS OP RAPIERS, JACK OR HIP TITS TO MAIN GIRDER TRUSSES. ALL ROOF MEMO SHALL. BE FRARIED AND TIED INTO The FRAME WORK AND 9UPPORTINS WALLS SO AS TO FORM N4 MORAL PART OP THE 1 40LE STRUCTURE. RIvOP TRUSSES !HALL HAVE .JOINTS MILL PITTED ND SHALL HAVE ALL TENSION MIMEO MILL TIOHTENED WORE ANY LOAD IS PLJAMCED UPON TIC MSS. DIAGONAL AND SWAY ORACINO MAU., MI USED TO DIRAGE ALL MAW& rI REPLACES ALL MAOONRY PIREPPLACMS AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTION/ OP ml UNIFORM BUILDINi CODE AND THE UNLIPORM ■11:G14ANIGAL CDC. PLATE LINER MINIMUM, WO" PINE CLAY AMR !EQUIVALENT) PIR UDC.. PLUM AREA PER UM. GNIMPCT'P SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS PPECIPIGALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL Be PROVIDED WITH TIONTI.Y FITTING, FLEE DAM P!R$, OPERATED WITH A READILY ArCCGESPIBL.E MANUAL OR APPROVED AUTOMATIC CONTROL., AND AN OUTSIDE SOME OP GZ7MDJSTION AIR. MINIMUM DUCT SIZE OP 6" MARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OP PIR!lOX. PREFABRICATED FIREPLACES, CHIMNEYS, ANC RELATED COMPONENTS TO PEAR U.L. OR I43.O. SEAL OP APPROVAL AND TO BE INSTALLED PER MAN FACTURBR'S •PBCCIPIGATfON . HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OP AND 12" (MIN.) BYOND EAGI4 SIDE OP PIIRlPLAGE OPlP4lP S. FIREPLACES SHALL Be PROVIDED WITH TIGHTLY PITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION glaCigai UNLESS NOTED INSULATION MALL CONFORI4 TO THE WASHINSTON STATE DOW CEDE& INSULATION DAPPLES TO MAINTAIN 1 CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. SAMOS TO EXTEND 12" ABOVE LOOSE PILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS APO COMERS. PAGE STAPLE BATTS. FRICTION PIT PAG!!'D B TT'S USE 4 MIL (O.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING. OP ONE MAX.) R -IO INS LATION UNDER ELECTRIC WATER HEATERS. INF ILTRATIOti cONTROL I. EXTERIOR JOINTS AGROUND WINDOWS NV DOOR riltAMes, °PENNI* ISETPIEEN WALLS AND PPOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OP UTILITY SERVICES► THROU4144 MALLS, PLOORS, A1417 Moor, AND ALL. OTHER SUCH OPE,NINOS IN THE BUIL.DIN6 ENVELOPE, INGL.LIDINO ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKET= OR VEATHER-5TRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN PIKE -RATED DOORS, SHALL BE DESIONED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETYEEN RlE5ID!NGE AND (*ARAM ARE NOT CONSIDERED 'PIKE- RATED' MV MUST MEET' THE move REQUIREMENT. ENT. 5. ALL EXTERIOR WINDOWS SHALL se ressowlep TO ADMIT AIR IWILTRATION INTO OR PROM THE BUILDIN 6 ENVELOIPE NIGH SHALL BE . 3TANTIA'TED BY TESTING TO STANDARD ASTM E 255.15. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING DUT SHALL. BE YS:ATHER- STRIPPED, CAULKED AND MADE TIGHTLY PITTING. 4. RISGCSerr LIMO' FIXTURES TO LIMIT AIR LEAKAOE PER W.S.E,G. PIPING FOR HOT WATER / STEAM SYSTEMS OP PIPING POR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS RECAumeo TO BE INSULATED PER THE W.S.E.G. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OP R-5. AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN !SOOT Macs, IN !INCLOSED RAFTER SPACES roiesep WHERE C.EILINFsS ARE APPLIED DIRECTLY TO THE UNDERSIDE OP ROOP RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED PAATT 3 WITH A PERM RATING, LL°55 THAN ONE MAY BE INSTALLED IP THE VAPOR BARRIER IS TO THE WARM SID, STAPLES SHALL BE PLACES 7 NOT MORE THAN 6" 0.C. AND GAPS BETVIEEN THE PACING AND THE PRAMIN& SHALL NOT EXCEED I/16 ". A GROUND DOVER or 6 MIL (O.006 ") BLACK POLYETHYLEIE OR ECGJIVALENT SHALL BE LAID OVER THE OROUND IN ALL CRAWL. SPACES. THE 6ROUND DOVER SHALL BE OVERLAPPED ONE roar AT EACH JOINT AND SHALL EXTEND TO THE PGUNDATION MALL THE NET FREE VENTILATING. AREA FOR ATTIC VENTILATION MAY BE I/50O OP THE AREA OP THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT • EXCEEDING. ONE IS INSTALLED ON THE WARM SIDE OP TIE INSULATION. PRR°SCRIPTIVE !REQUIREMENTS o• FOR GROUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUE3 ARE FOR Y400D FRAME ASSEtsfeLIES OILY OR A C P' LIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.G. I. MINIMUM RE UllitNENTS POR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A 6LAZIN6 RATIO TO THE GONDITIOPE'D FLOOR AREA OP MS, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OP THE 1 ► GLAZING OPTION (OR H161.1151). PROPOSED DESI6NI5 Y6IIGH CANNOT MEET THE SPECIFIC REQUIREMENTS OP A LI51137 OPTION ABOVE MAY CALCULATE COMPLIANCE OW CHAPTERS 4 OR 5 OF THE W.SE.G. 2. 1‘521.111REMZNT AFFUES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VALI= GEILIN 5. 'ACV' DENOTES ADVANCED FRAMED GEILIt . 5. RECGJIREM ENT APPL.ICABLE ONLY TO SSIN6LE RNFT!!'IR OR JOIST VAULTED CEILINGS. 4. BELOW •*AADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL. OP R-IO, OR ON THE INTERIOR TO THE SAME LEVEL AS HALLS ABOVE GRADE„ EXTERIOR INSULATION INSTAUJED ON BELOW (MADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANNJPACT IRER'S SPCGIPICCATIONS. SEE 'SECTION 602.2 OP THE W.r' .EGG. 5. moms OVER, CRAWL SPACES OR EXPOSED TO N' TENT AIR GOPDI110N5. 6. 'WAVERED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MArNNPAGTURED POR IT'S INITENDI:D, AND INSTALLED ACCORDING TO THE MANUFACTURERS CTUREIR'S ePeGIFIGATIO. SEE SECTION 602.4 OP THE 1. NOT USED IN CLIMATE ZONE I. S. NOT USED IN CLIMATE ZONE I. 4. DOORS, INCLUDINO ALL PIKE DOORS, SHALL OE ASSIONZD D "PAL.T UPACTOPM PROM TABLE 104G OP THE MA ECG. 10. MERE A AREA IS LISTED, THE TOTAL 6L.AZINP AREA (COMORO) venom. PLL ) AS A OP &ROSS CONPMONED PLOOR AREA SHALL BE LEIS( THAN OR MAL TO THAT VALUE. OVERHEAD •LAZIt MTH U- PAGTOR OP U0OAO OR LL'!S6 16 NOT INCLUDED IN SLAMS AREA LIMITATIONS. II. OVERHEAD iLAZMi MALL iMK IiPAGT101lS DETERMINED IN AGG011DAlC! 1l1K. 100 OR Al SPECIFIED IN SECTION BOWS OP 1F! MI.Sr:G. 12. FROM Rtl1�J1TION ImQJIIlMlNT.A MINIMUM AVERAGE 7MC�10lM Or OS" M�.�T DEC S3 � NOlEO Nig • oLDING DOORS, kMINOkMS AND SKYLIGHTS mem& DOOIls 7fp 1F! !lX1eRIOR *VW. HAVE A MAKINM 1 f1! TO A MINIMUM N' D! LAWNS. ALL NAM SHALL h!!f THE REBNREMINlf Or THE i1.fZ'G. TABLE 1.4 Mid NOTED 01FOIMrSl. ALL SKYLIGHTS Ate SK11YW.LS SHALL HAVE LAMINATED ALAN MAW NOM OTHERWISE. ALL SEDROOM O`!'RilNG`f 111011SN WINDOWS SHALL HAVE A MNIMIIM NET GLlAI! OPlWN1 OF 9.1 MARE PCT. MINIMUM NET CLEAR OPEN ABLE WIDTH OP MO' AND A MINIMA NET CLEAR OPENING FlIiMT OP 24•, MAXIMUM FINISHED !ILL MOW OP 44' ABOVE FLOOR. ALL FACTORY MILT WINDOWS TO OE CONSTRUCTED TO PlRMIT M/1XIMJM INPILTRATION OP O! corm PER LINEAL POO'T Or OrORAOLE BASH PERIMETER AS. 'TESTED K STANDARD MTMI t =OM. SITE WILT AND MILLWORK SHOP QUILT WOODEN SASH NIC EXEMPT FROM INFILTRATION CRITERIA ABOVE, OUT SHALL OE MADE NlA1F!'It-iTRlPPm, CALKED AND OE MILD! TIGHTLY rITTl11II. SWIPING MASS DOORS TO PERMIT MAXIMUM INFILTRATION Or os corm PER same roar OP POOR AREA. ME MANS roRI I. MAXIMUM KnsiNO AREA. 2. *LAZING MANUFACTURER AND mom. NUMBERS. 0. WlIiF11ED W1 CALCULATIONS FOR lIEIbTANDNtD GLAZING.. SAFETY dL.AZINd LOCATIONS PER UNIFORM EUILDIMi CODE. I. INGRESS AND MOMS DOORS. 2. xian+s SLAW DOORS NV aWINGPIw sLATIe vooRS. S. SHOWER AND BATHTUB ENCLOSURES. 4. *LAZING. WITH TF! EWO9ED wee WITHIN A 24' RADIUS ARC OP EITHER VERTICAL WOE OP A DOOR IN Ti E GLoDCD POSITION AND THE BOTTOM EOM IS LESS THAN 60' move 'flf Y1Al.IGIW6 SWAGE. S. a.AzuO GREATER THAN 4 1 SQUARE PEEr THAT IS i.ese 'THAN ia• ABOVE FINISHED FLOOR 6. 6l.AZINb IN ALL. dIJAIlD RAILS. SCREENS NEED NOT BE PROVIDED AT SSKYLI6HTS V4 HEN PLLLY TEMPERED &ASS IS USED AS SINGLE GLAZING OR IN ALL PNES INISLLAT1Nb UNLIT AND ALL OP THE FOLLOWING coNyrnotis AIRE MET. I. THE ("LAZING ARE DOES NOT ExGEED 16 SGRJARE FEET. 2. THE HIGHEST POINT OP SLABS IS NOT Ir4ONlE THAN 12 ABOVE ANY MALKINS SURFACE OR ACCESSIBLE AREA 5. THE NOMINAL THIGIG S6 OP EACH PANE DOES NOT EXCEED 5/16 ". MECHAN I GAL SOLID rtieL SUNNI)* APIPLIANGES INCLUDE AIRTIGHT STOVES, PIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND PIREPLACE INSERTS. ALL SOLID FUEL. BURN** APPLIANCES SHALL COMPLY WITH THE PROVISIONS OP THE UPIIPsORM BUILD** COPE AND 'THE UNIFORM MECHANICAL CODE. Bc6ntia EACH DWELLING UNIT !HALL BE PROVIDED WITH IEAT'IN rS PAGILITIES CAPABLE OF MAINTAININISr A TEMPERATURE OP 10 DEGREES FAHRENHEIT EIT AT A HEIGHT OP 5'-O" ABOVE THE FLOOR IN ALL timsi APL! 'CO MI'S WHEN THE OUTSIDE TEMPERATURE IS AS SET PORTH IN THE W.S.E.G. L'7EPINITION OP BUILDING Et4VELOPE PROM THE V4.4 HIN PTON STATE ENlR6Y COPE: THE ELEMENTS OP A BUILDING NMIICH ENCLOSE CONDMONED SPACES THROUGH NMNG.HI THERMAL ENERGY MAYBE TRAMPER P TO OR PROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE Y4,SLG. I. FUEL. 5t 4IN. APPLIANCES LOCATED WITHIN THE BUILDING. SHALL OBTAIN AIR PROM OUTDOORS, M4EETIN6 THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. 2. FUEL. BURNIN* APPLIANCES LOGATEO OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. t� 5. DUCTWORK LOCATION AND SOURCE OF GOPELl5TION AIR SHALL THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM NEGHIANIGAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES. OR CONFIRM' !PACES SHALL SE SO LISTED NV INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DES161ED TO BE USED AS A SEDRO0M, BATHROOM, 'QOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THMROUSH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT PURNAGE, EN .L.05ED rumAces AND ELECTRIC HEATING FURNAes PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHMALL BE INSTILLED IN A CLOSET OR ALCOVE WITHI A SPACE LESS THAN IT HIDER THAN THE FUFINAGE OR A CLEARANCE OF 5" ALONO THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIMED PETROLEUM OAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LIGATION WHERE HEAVIER THAN AIR OASES MIGHT COLLECT. APPLIANCES SO PIELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR °♦PAGE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS POR UREMOVAL OF UNBURNED OAFS PER THE UNIPORM MECHANICAL CODE. HEATINI6 AND COOLING APPLIANCES LOCATED IN A 6f RASE AND NMIGH 6EN ERATE A'SLOW, SPARK OR FLAME CAPABLE OF ISNITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED NTH THE PILOTS NV BURNERS OR TEAT** ELEMENTS AND SWITCHES AT LEAST 16" ABOVE THE FLOOR 'SURIFAAGE. FIRE DAMPERS PEED NOT BE INSTALLED IN AIR DUGTPS PAW* THROUGH THE PIALL, FLOOR OR GEILIN6 SEPARATINO A RESIDENCE (mow 5, DIVISION 5 OCCUPANCY) PROM A 6ARASE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUGT WITHIN THE &ARAM ARE CONSTRUCTED OF STEEL. HAVING A THICKNESS NOT LESS THAN 0.014" (NO. 26 GALVANIZED SRET OAU6E) AND HAVE NO OPENINGS INTO THE 6A RASE PER THE UNIFORM BUILDINS CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR DRAWL SPACES SHALL COMPLY WITH THE UNIFORM tECHANICAL CODE. EVERY APPLIANCE DEMOTED TO BE VENTED SHALL BE CONNECTED TO A VENTING. SYSTEM GOMPLYIN O VIM THE UNIFORM MECHANICAL CODE. EVERY PfrCrORY BUILT CHIMNEY, TYPE L YEW, TYPE B SPAS VENT OT TYPE BPI OAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS. OP ITS LIST1NS, MAMJFAGTURERS INSTALLATION INSTRUCTIONS NV THE IREQUISEMENTS OP TIE UNIPOR 4 MECHANICAL CODE. A TYPE B OR OK OAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 ABOVE THE HIGHEST POINT MERE THE VENT PASSES THE ROOF OP THE WILDING NV AT LEAST 2'-O" H IOHERt THAN ANY PORTION or THE BUILDING JITHIIN 10 OP THE VENT PER THE LJPNPORRM MECHANICAL. CODE. VENT CORECTORS SHALL BE INSTALLED LED PIITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE 19 LOCATED NV SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER It AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECIONICAL CODE, .l ATIN ECRU t . NTNT ALL HEATING DIVIPMl4T SHALL MEET TIE IREWIREMENI'P OP THE 1461 NATIONAL. APPLIANCE DOW GoNelltVATION AGT (PMIJGA NV !E SO LABB.157. EGOJIPMENT MALL ALSO COMPLY P1114 SECTION 1411 OP THE W.S.E.G. HiVAG POR AL SHALL BE SIZED NO MREA►TER THAN 150% OP DESIGN LOAD • SEPARATE PERMIT � QUIRED FOR: MECHANICAL LECTRICAL PLUMBING GAS PIPING CRY OF TUKYYIL.A BUILDING DIVISION 4o .. vas. wEC'.IAK A� FiEyOrl Ff.iab • a , INTEGRATED WHOLE HOUSE VENT SYOTEM SPECIFICATIONS FROM THE 20000 WA 111414iTON *TAT! VENTILATION AND COVE POR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VCNT1 I. SOURCE SPECIFIC VENTILATION RISSUIR'QNMBr1'S. r- A. IDOIAUST FAN REGUIREMIINTOI I. BATHROOM, LAUNDRIES AND POWDER ROOMS • 90 CPM • O.a" 2. KITiGHSENO. 100 CPM • 020" PLO. RANGE HOODS AND DOWN to RATED AT 100 GPM • 0.100' KO. MEN USED POR EXHAUST B. EXHAUST DUCT IREQRJI I. !1!' INSULATED TO 11-4 MN1.) IN UNCONDITIONED !PAGZ!S. 2. /e IMUIPPPW WITH A BASIC, DRAFT DAMP!R. S. TERMINATE OUTSIDE TIE SUILDINS. 4. COMPLY vim TABLE 54 ON THIS SHEET. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOD THE FORCED AIR SYSTEM WINO TIE FOLLOWINS METHOD. P. MOH AIR INLET DUCT SHALL COMPLY NMTH TIE N/• A. BO saw ACCORDINO TO TABLE *-d ON THIS SHEET. IL ee =GT!'D PROM THE EXMOOR NV CONNECTED TO THE RETURN AIR STREAM WITHIN POUR Peer UPSTREAM OP THE G. BE INSULATED TO *-4 MMINJ WHEN LOCATED WITHIN HEATED SPAM. D. BE PROTILGTZD PROM TIE ENTRY OP INSECTS, LEAVES AID OTTER FOREIGN MATERIAL E. NOT RECEIVE AIR PROM TIE FOLLOV4INO NREAP. I. WITHIN TEN PEST OP AN APPLIANCE VENT' OUTLET, UNLESS THE VENT OUTLET IS MIL'E FEET ,ABOVE TIE PROM AIR INLET. 2. DESIRE IT PILL PICK UP OBJECTIONABLE ODORS, FUMES Oik PLAM4ABLE VAPORS. S. A HAZAIKDOUS OR UNSANITARY ITARY LOCATION. 4. A ROOM OR SPACE HAVING, FUEL BURNING INIG ArPPL.IANGES THAN. 5. CLOSER THAN TEN FEET PROM A VENT OPENIINO OP A PLUMISINO DRAINAr6E SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FELT ABOVE THE FIRE H AIR INLET. 6. ATTICS, GRAIL SPADES OR GARAGES. 4. THE INLET DUCT SHALL BE QUIPPED WITH ONE OP THE FOLLOVIINGH A. A MOTORIZED DAMPER GON G'T'EO TO THE AUTOMATIC CONTROL TIMER, OR B. A FIXED DAMPER INSTALLED A/V SET TO MEET MEASURED PLOW RATES AS SPECIFIED IN TABLE 5-2 ON THIS SHEET, OR C. AN AUTOMATIC PLOW REOULAT1t40 DEVICE WITH FIELD mama= MnNIPSJMI NEGATIVE PRESSURE OP 0.10" WATER S►A IM AT THE POINT WHERE THE OUTSIDE AIR DUCT IS GOPiEGTED TO THE 'RETURN AIR M.EP JM. 5. THE VENTILATION SYSTEM SHALL BE CONTROUJED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY AGGESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OP CONTINUOUS OPERATION AND HAVE AN AUTOMATIC ATV MANUAL CONTROL AT THE TIME OP THE PINEAL INSPEC"i PION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE "SYSTEM IP'OR A MINIMUI4 OP EI614T HOURS A DAY. A LABEL. SHALL BE APPLED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRJCTIONS) ". • . NOTE. KIN. G AINT ' RECOMMENDS THE INSTALLATION OP A GEKTRALLY LOCATED WHOLE HOME EXHAUST PAN WITH A MINIMUM SONS RATING OP 15 AND SIB ACCOPVIN6 TO TABLE 5-2 ON THIS SWEET AND GOMEGTED TO THE AUTOMATIC CONTIROL TIMER. THIS DILL FACILITATE MUSH AIR DISTRIBUTION AND mE'DUGE THE POSSISILJTY OP MOISTURE L AMM AIR EEIN6 DRIVEN INTO THE BUILDING CAVITIES. mown DOORS 51401JLD EE UNDERCUT ONE HALF INCH (I/2`) MOVE THE PINK !"DOOR. TABLE 3-2 . VENT:LAT14N RATES POR ALL GROUP R OCCUPANCIES POUR STOIRIL"'3 AND Lam* MINIMUM AND MAXIMUM VENTILATION RATES: CMG FEET PER MINITE (CM) 2 OR LESS 3 MIN. MAX. MIN. MAX. <500 50 15 65 46 301 -1000 5S 69 10 105 1001 -1500 60 40 15 113 1501 -2000 65 46 550 120 2001 -2500 10 105 65 126 FILE COPY 1 understand that the Plan Check approvals are plans errors and omissions and approval d ri audhetite the violation of any code ordinance. Receipt of con - tractors copy of approved plans ack BY • BEDROOMS 4 5 MIN. MAX. MIN. MAX. 80 120 . 11 15 143 65 126 100 150 40 155 105 155 45 149 110 165 100 150 TABLE 3 -5 PRESCRIPTIVE EXHAUST DUCT SIZING 0 • 7 MIN. MAX. MIN. MAX. 110 165 125 166 115 179 130 145 120 160 155 205 125 186 140 210 143 210 2501 -9000 i 15 113 • 90 135 105 155 120 ISO 1331 203 150 225 165 246 5001-950C i 60 120 45 148 110 165 125 1556 140 210 155 255 110 235 9501 -4000 65 126 100 ISO 115 1/5 190 145 145 216 160 240 115 265 4001-5000 45 145 H0 165 125 166 140 210 155 299 170 255 165 276 5001-600 •123 156 120 ISO 155 209 150 225 163 246 ISO 210 IBS 245 6001-7000 115 115 190 145 145 216 160 240 IlS 263 140 269 205 909 1001 -6000 I 125 180 M0 210 155 259 170 235 165 216 200 900 215 929 6001.40% 155 209 ISO 225 - 165 248 180 210 195 249 210 515 225 986 >900t7 i 145 216 160 240 175 265 140 265 205 506 220 391 295 955 • FOR RE5DENCE5 THAT EXCEED 6 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 6 EIEV N..aOMS BY AN ADDITIONAL 15 CPM PER BEDROOWI. THE MAXIMUM GPM IS EG UAL. _ ,.,;, TO 15 TIMES THE MINIMUM. DOTE: I. FOR EArGHH ADDITIONAL ELBOW SUBTRACT IO'-O" PROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OP THIS SIZE. TABLE 3-5 PRESCIIUPTIVE INTLi6RATED PORCED AIR SUPPLY DUCT SIZING NOTE. I. .-OR LEN6T 5 OVER 20 FEET INCREAWINCT DINER I INCH. 2. rOR ELBOWS NUMB RJNS MORE THAN , .INCSIEASE DUCT DIA eTrIlle I I. DUCT SYSTEMS OR PAGTORY WILT AIR DUCT'S SHALL BE OP META,. O a-ET PORTN BY THE UNIFIRM MECHANICAL CODE. , , , . 2. RErGT AN PLAT, OVAL D ROUND DUCT � SE�NS 1LL. BE AIRT1*HT PER THE UNIFOR• MECHANICAl. GODS. . • - - O. INSTALLATION OP DUCTS SHALL COP•PLY WITH 'THE-4RiIIP RM MECHANICAL CODE. 4. DUCT INAP.ATION BE INIS►TALLED IN ACCORDANCE WITH THE UNIFORM PEGHANIGAL CODE. e:Jo inver,fral GIP -fmn sp�rewA. k�- ltb re�ir�L eis,( ,clt, 1kreeL roL. 5u 2... , 3. CORREC ION LTR #� S 6 MI M. MAX. 140 210 I49 216 150 225 155 299 160 240 Doi -3 rhvi !PailF;V s8gp 614 ' WI 4 Ic.i.drp10 32 ° VP U W z U oe N Lu O w v a I- €0 g • 8 1 W 3 c tii 0 :a$ 8 8 z 0 a 1 24: In O cssi ( z DESIGNED BY: DATE: TC 6/0 DRAM SY: .JRRA DATE: 1/16/0 LATERAL BY: DATE: D.J. 10/25/01 REVISED SY: DATE: JRA 10/22/03 C 1� «......,.., aa... ,..., • op. •......., ,w,, ,,.,,....�.... i r • 8" STEM WALL Vi/ INSULSLA5 liW►1�1I, Ittintitb, 1,111131111111,111311MMA, A35F • 24" O.G. (BIRD BLOCKING TO TOP PLATE) (5) 8d NAILS • EACH TRUSS 2 X STUDS PER PLAN NOTED NAILING NO� IN PL'v TES GD NO ON Pe I �ROOFIN6 MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SPEATHIN6 PER PLAN BATT INSULATION PER PLAN �t�ERS P ER PLAN INSULATION BAFFLE TO EXTEND IT ABOVE INSULATION WITH I I/2" CLEAR AIRSPACE 1„4) 4 V'EN (3 TED 2X BLOCKING PER " DIA TO TOUCH T PLA I FASCIA BOARD .� ;; kUS INISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR IN FILTRATION BARRIER SEATHIN6 PER PLAN : I" s I'-O" FLAT GEILIN E EA'E LIHTEIHT VENEER O/ SHEATHING PIEI.D NAILI * NOTED IN PLYWOOD NOTES ON Per I CRICKET 2 X 6 BUILT -UP CURB 2X4 INFILL FRAMING SKYLIGHT SIZE PER PLAN PI/ 4" MIN. CURB FLASHINN AS RE COMMENDED BY MANUFACTURER (2 LAYERS LAMINATED &LASS • +12' -O" A.FPJ 2 LAYERS TEMPERED 6LASS • - 12'-0" e,Is FOUNDATION WALL MELD NAILING NOTED IN PLYWOOD NOTES ON PS I I6d • 6" O.G. SHEAR WALL_ PER PLAN s 0 J 11 .�1 ,way► TYPICAL ROOF PIAPHRA6M ROOF FRAMIN6 MEN PER PLAN 2x6 SOLID BLOGKIN6 • 46" O.G. NOT TO SCALE 11/4" DIA. MIN. CONT. HANDRAIL I6d • 4" O.G. FIRE SLOCKIN& • MID-SPAN NOT TO SCALE RAISED FOUNDATION WALL W/ SLAB FLAT CILIN 4 'GABLE FIELD NAILING NOTED IN PLYWOOD NOTES ON P6 I JSTS. PER PLAN SOLID �IH. WAYINAWM INAWINEMW i 14 CONTINUOUS FOOTI SEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN THICKENED SLAB 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED NEB STIFFENER • A55 (2) *4 BAR CONTI s" SSMT. FOUNDATION WALL DESIGNED BY: DATE: TG 6/0 DRAM BY: DATE: ..IRA 1 /18/0 LATERAL OM DATE: D.J. 10/23/01 REVISED SY: DATE: •RA 10/22/03 SN DSMT. FOUNDATION V4ALL P.T. SILL PLATE 4 A.B. PER SHEAR WALL SCHEDULE AND /OR FOUNDATION PLAN S" CRAV& SAC/SMT. FND. kMALL FRAMIN6 4 FOUNDATION PII ENSION FINISH PER ELEVATION OVER 1 L.B. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SFEATHIN6 PER PLAN I" MAX OR 4" MIN • DOOR 4" CONC. SLAB STUB OUT *4 BAR X 24" • 16" 0.G. (I) 04 BAR CONTINUOUS - �� x '11 . • r.r 4 1 *4 BAR VERTICAL • 16" O.G �---� 4 HORIZONTAL • 16" O.G. • I MIN. I/2' AIR SPACE I/2" AIR 6AP *4 BAR VERTICAL • 16" D.G. 4 HORIZONTAL • 16" D.G. (2) *4 BAR CONTINUOUS —2X STUDS PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR 611 /1:12 4 NAILED BATT INSULATION PER PLAN ;law Pplfrm/►raN PLR. JOTS. PER PLAN z - Pu►s►+iNs F1 IM -09-.6 MIL. BLACK V. B. i ' ' : L • L • ; :lam *(2,) *4 BAR GONTM JOUS - • 4' DIA. PEI! : MD. DRAIN. 4 N b1 �44, PROVIDE 4" OIL 5/4" GRANS. '4 I 4" 4 FILTER MEDIA GOVL'RNS - MI5.I SLAB • SIM SECTION P RAMINIS I FOUNDATION (I) *4 BAR CONTI ■■ 5" GLR. b' MIN. FINISH 6RAGE 4" DIA. PC'IIP. PO.* ATION DRAIN I I/2" GLR. _ . vCR .• l " .. S " CLEAR COVER FLR. JSTS. PER PLAN 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR 6LUED 4 NAILED - - • WALL 4 INSUL. PER PLAN IN. I/2" AIR SPACE NO R- IO/R4 INSULATION • SIM SECTION EXPANSION JOINT 2X STUDS PER PLAN (2) *44 DAR CONTINUOUS FINISH PER PLAN INSULATION PER PLAN 2X STUD WALL PER PLAN SHEATHINS• MEATIER RESISTANT WARIER METAL LATH ADHERED LIIHTWEI•HT CULTURED STOP TYPE "N" MORTAR SEATING► BED 0 Er r •.,. NOT TO SCALE 41191 .11!" — ,_' j P.T. S 004 BAR CONTI r • • a 11.1_ I ' ;' SHEAR NALL SCHEDULE ,..1_ i . ‘. ( ) ry-- (.0 (SEE lqq'T USG TABLE 25-II-I-I, I 25-11-1-2) ! ' '). Cr Crii PI-6 :' -, -- V la 1 PLF ." - . -4‘. " I , 1/16" PLYWOOD OR 05B EQUAL, Wad (0.1159 NAILS • 6" O.G. ANCHORAGE: (INTERIOR WALLS ONLY) TO SIN&LE JOIST (OR BLK6,- ,) BELOW: I6d • 6" O.G. PI-4 , ~ - - .., V = 504 PLF - 7/16" PLYWOOD OR 05B EQUAL, Wed (0.115") NAILS • 4" O.G. -- - ANCHORA6E: (INTERIOR WALLS ONLY) TO SINGLE JOIST (OR 15LK6) BELOW: I6d • 4" 0.C. . . PI-. s V = 550 PLF 1/16" PLYWOOD OR 05B EQUAL, 'i/bd (0.115") NAILS • 5" 0.C. ANCHORAGE: (INTERIOR WALLS ONLY) TO DOUBLE JOIST (OR LKG BELOW' I6d • 5" O.G. (STA66ER NAILS TO ALTERNATE MEMBER) 11.14-' v = 516 PLF 1116" PLYWOOD OR 05B EQUAL, v/84 (0.113") NAILS • 2" O.G. ANCHORA6E: (INTERIOR Y44L5 ONLY) TO BEAM BE.LOW: Ibd • 2.5" O.G. NOM USE MIN. Er • ADJOIN616 PAWLS WOE& P2- V = 77e) PLF 1/16" OSB MIN. (2 SIDES), IV L3d (0.115'9 NAILS • 5" O.C. ANCHORA6E: (INTERIOR WALLS ONLY) TO fr4 BELOW: 5/6" Lfro SCREWS • 6" O.G. NOM tee lik Sla NOMINAL STIVIS • SIM NOTES: I. 'THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF bd, PNEUMATICALLY DRIVEN NAILS WITH A MINIM)...1 SHANK DIAMETER OF 0.115 . 2. NAIL SPACING IS FOR ALL PAM. ED6E5. LOCK ALL PANEL ED•SES. 5. SPACING, OF NAILS ALONG, INTERMEDIATE FRAMING, MEMBERS IS 12" O.G. 4. SHEATHING, TO BE APA RATED, EXPI/EXP2/EXT OR C-C/C-D/STRUCTII PLYY400D. 5. ALL SHEAR WALLS TO BE SHEATHED FROM TOP PLATE TO BOTTOM PLATE UNLESS NOTED OTHERWISE. TYP I GAL 06 INTSALLATION AS A FLOOR TO FLOOR TIE M. DETAIL NOT SHOINN ON PLANS PROVIDE MINIMUM 1" END DISTANCE EQUAL NUMBER OP SPECIFIED NAILS IN EACH END I TYPICAL END CONNECTION 2 SHEAR TRANSFER � 'EXT. KAU- FWD NAILINO NOTED IN PLYV10017 NOM ON PO I 10d • 4" O.G. bd • 6" O.G. (PER U.B.C) l ® SHEAR 'MALL TO FLOOR JOIST k1/41 (2) HEM-FIR STUDS REQUIRED P.T. MUD SILL zo U. U. II II U. LOCATE JOIST OVER SHEAR HALL EXTEND SHEATHING r 4 NAILING 4" ABOVE TOP PLATE. NAIL SHEATHING TO JOIST PER SHEAR WALL EDGE NAILING SHEAR WALL PER PLAN • r I M6T46 vi/(4) I6d SINKERS: Ts 2d145 j CSI6 1422) IOd Ts 1465 SHF-ATHIMS HTT22 5/8" DI A. ALL-THREAD HTT22 INSTALLATION TO FOUNDATION y ) 6 # e C NOT TO SCALE (7) i.ar • SCALE s V • k ) = , • 1 60400.46. f a is) I6d • 24" O.G. (2) HEM-FIR P.T. MUD SILL RIM JOIST STUDS REQUIRED voillt••■••••••■•■ M. DETAIL NOT SHOP. ON PLANS • efi • 401 • % Nr""''' • g"'91, • • 4 - .4 'E • ri• PHD8 INSTALLATION Ibd NAILS • lb" O.G. LOCATE SHEATHING JOINT • COMMON MEMBER F -4; ,;„... I6d • 24" O.C. bd • 6" O.G. EXTERIOR ALL 6 A55 INSTALLATION (PLAN VI) wct C (\,1 (X.) CONOT TO SCALE T5 NOT TO SCALE EPDXY :SPROUT PER MANUFACTURERS RECOMMN17ATIONS ER* (ET): ER-5 NOT TO SCALE FILO KALI* NOM IN PLYWOOD NOM ON PO I IOd • 4" 0, . SHEAR WALL (SEE PLANS) I 6,11, -101161. 5 SHEAR. TRANSFER eL- 14 (2) HEM-FIR STUDS !REQUIRED 3. PtA. 1MASHER COUNTERSINK OK 4 /1 •■■•••••., ,O . • C) 1 •646, !PI • NI. 4. 5, I . sr, Wiloole .„..) 104 • • 4" 04. 2x AS REGIUMED LATERAL. DETAIL < C\J *.# .111. ee rew * ...t" HTT22 5/8" DIA. ALL-THREAD BEAM • • • ) r ) NOT TO SCALE 4 G516 STRAP:TO HEAVIER 15 (2) HEM-FIR STUDS REQUIRED P.•. MUD SILL to to 4 • -PIROVIve MAI• !WIND Gerldr STRAP (.1 .4 . • ••• • . . • .. v. • A - • .. . . • ,, - • 4 . 4;14 ; • • •21 ' • • 1 Ai I HTT22 INSTALLATION 4., S e i t i , ..e....... 0616 tLI WIDTH OF SCAR WALL, PLUS IT ENP r LENOTI4 TO HEADER „•• • ••• v • II HIT 22 5/6" DIA. ALL-THREAD w Ii II I I I I RIM JOIST I I DOOIRMINDOP4 HEADER NOT TO SCALE OXY &ROUT PER MANUFACTURERS RECOMMENDATIONS tyvvt.litm (quint ALE I I 1 (2) HEM-Pit STUDS REQUIRED 0 (2) HEM-FIR , le ef.• 416 le () STUDS REQUIRED r e `4.4/111,0* L 1 01116.,•14.• se, oNt■ ANNA Amor oe■•■■•• 6s • r■or row AMIN. I Jan, AllirMIMIN INN/ 11111.••••• .111, ANNOMMIII /INN 4111.■r 4111■• ANNUM. Co 1 1 I I I 15 5 22 5 " 5.. " - NC7T TO S44ALE -1 , (7.- • .1 ti4.1 HTT22 INSTAL•ATION r,S • •••• vb. 1160.011.. t • 4, • 4:„ I • • • ' ' " • - -ek * , Z' A ; CITY OF TUKWILA APPROVED DEC 1 7 2003 AS NOTED BUILDING DIVISION RECE. iF errY ()p DEC 0 /Ow • ili S HTT22 5/8" DIA. ALL-ThREAD FLOOR JOIST C / C .3 C IC 'V tin U Liu U DESIGNED BY: TG DRAWN BY: J A z 0. DAR: 6/01 DATE: 1/16/01 LATERAL Sr: DATE: D.J. 10/25/01 REVISED SY: DATE: .,IRA 10/22/0'5 • • • LOkN!R FLOOR LATERAL" NOTES -*A Z/0 r0 rgo 17 •1 I I Itio. WAD 311 • - `)' •l ► - SIJ wog Etg gl i Vl� Igigif N w �� 1 ��� fg eigh M pi*,NE;” k r PROVIDE CONTINUOUS HEADER OVER SHEAR WALLS. _ _ CI PHDb, SEE DETAIL II/2o. s....w. 0 HTT22, SEE DETAIL I0/20. 60 MST46 AT SEAM TO WALL TOP PLATE. . . a ADD (S) A55 BLOGKINS TO WAIL TOP PLATE. 0 IOR1 NE SUITE 100 (425) 485-4900 1-888-272-4100 LAN M322OA35U -I DESIGNED BY: DATE � TG 6/01 DRAM BY: DATE: JIRA NI LATERK BY: DATE: D.J. 10/25/01 RINSED BY: DATE: .IRA 10/22/05 LOkN!R FLOOR LATERAL" NOTES 0 HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEATHING, L =2.5' is!! BLOCK FLOOR SHEATHIN6 PANEL ED6ES, THIS AREA. / 1 (TO SHEAR WALL ABOVE) . 0 PROVIDE CONTINUOUS HEADER OVER SHEAR WALLS. _ _ CI PHDb, SEE DETAIL II/2o. s....w. 0 HTT22, SEE DETAIL I0/20. 60 MST46 AT SEAM TO WALL TOP PLATE. . . a ADD (S) A55 BLOGKINS TO WAIL TOP PLATE. 0 , 1i" dla. ALL"THREAD FOR HTT22, see DETAIL 6/244. FOUNDATION LATERAL NOTES 7 . ., - , , FQUNDATtONf4AFDRE wwio. WNW ram strr22 MOvra an wow vat SYMBOL HOLDOWN TYPE AND AMOUNTS 0 0 SIMI°S0N STHDI4 (q) TOTAL. INSTALL H/2" FROM OR R U H OPENINt'SS, USE (3b) 16d NAILS. 10 TOTAL. INSTALL SEE DETAILS /,6,0 ON PAM 2a. Q t9I S✓0" aia. MOOR eovrs REQUIRED. SI • .s. . , TOTAL. 11..,b - --. ~ • I"A6E 2a. , _ _ FOUNDATION LATERAL NOTES • wwio. WNW ram strr22 MOvra an wow vat @ rveovice s. NOMINAL. SILL ri.ATE. 0 PROVIDE GONGRE STEM WALL 2' -0' ADV. FINISHED SLAB. , ® , S /O" dIA. ANCHOR DOLTS • we O.G. 00 5✓8" d1A. AdGh10R DOL?'b RCGUIIQD. Q t9I S✓0" aia. MOOR eovrs REQUIRED. FOOTINc SCHEDULE SYMBOL FOUNDATION NOTES 06 " , ____ 36" DIAMETER X I2" THICK GONG. FOOTING w/ 3 - *4 BARS EACH Y POST AND GONNFCTION PLAN ,. • . -1 4 0 24 " � DIAMETER X 12" THIGK FOOTING w/ - BARS EACH HAY • ; P03T• AND CONNECTION PER PLAN I�= I8" 61Amempt X 50 THICK &pt G. FOOTING 1 4.4/ 2 - *4 OARS EACH Yak' . k PO ',WO GONNg.GTIOt rem LAN ROOF LAThRAL NOTES 0 SHEATH T1QI155 PER PI-4, LET. SEE DETAIL 9/2a. Q 752 AT SIMPER TRUSS TO WALL TOP PLATE. Og SHEATH TRUSS PM PI-4, L ■b'. SEE DETAIL 9/2a. • 2 SKY LITE W/ LAM. &LASS 2 ° 2 ° SKY LITE N1/ LAM. GLASS TOP It • +18' --0" A.M.F. 'R. • LOWER ROOF +q' -I" A.M.F. 4'-O" SGIS.�OR ..I �,.. yTR�,�S I IS�.a+DR OIL I IIi mo . 61 ' b :12 6:127 zir.: 01= E 4 ° 4 ° SKY LITE w/ LAM. GLASS 2 ' -O " O.N. TYP. TOP It • •Ib' -O" A.M.F SCALE: 1/4" • 1'-0" D.S. D.S. (2)2 °2 SKY LITE w/ LAM. &LASS STUB 6 RDER TRU55 D.S. END .JACKS • 24" O.G. ROOD FRAMING FLAN r ow. 6 TYP. • 6ADLE Mos T.O. SEAM • +4 -I" A.M.F. 'OR� �t s11n� k FRAMIN C• NOTES : . .. .�.a O t� I. CONTRACTOR SHALL VERRIFY ALL NOTES, PI'N NSION6 4 CONDITIONS PRIOR TO CONSTRUCTION. . . f 2. ALL BEAMS 4 HEADERS TO OE 4x10 DP*2 • 2x4 WALLS 4 :0 6x6 DI*2 • 2x6 WALLS U.N.O. 9. PROVIDE VENT BLOC.KINb OVER 'SUPPORTS. ` & ,. ' 4. PEEP SEAT GUT ALL TO MATCH MUSS HEEL. I 5. DEAKINS WALLS AIRS SHADED. ,1 6. ALL : * SHALL BE STAMPED WY AN ENSI1EER LICE ED IN THE STATE OF WASHINGTON. • SHALL BE INSTALLED S BRACED TO ENGINEERS SPECIFICATIONS • SHALL HAVE DEVON DETAILS 4 PIRAWINb5 ON SITE FOR FRAMINi INSPECTION I SHALL NOT BE FIELD ALTERED VIITHOUT PRIOR OUILPIN' DEPARTMENT APPROVAL OF ENSINE RING CALCULATIONS 1. INSTALL SHEAR WALLS 4 /OR OLOCKINO IN ROOF STRUCTURE bEF`ORE INSTALrL.INi FINISH ROOFIN6. 6. SEE OHM I FOR ADDITIONAL NOTES. 6 1. SEE *MT 6 FOR ROOF VENTILATION. D.S. • D.S. D.S. D.S. OP ft • 15 A.M.F. 0 TOP It • +Ib' -O" A.M.F. TOP IL • +Iq' -0" A.M.P. I STUB Etc, JACKS • 24 O.G. t • 6AZ! O +II' -I" A.M.F. 616 Mb MV. .T. 64 POST CE6S ID6 SOLID POOR • 5' -10" (I CT ) f (2) II -% .,. ,' � 2x10 P.J. • I6' O.G. 6x.10 p.F. 10 1/2" 10 I/2" b'-3" R.O. P.T. 4x6 POST w/ GB46 \..�..nt j. LINE OF POOTINSS TYP. , 4%, 40 OVERALL FOOTPRINT (2)2x YVAL.LS Ito 11�H r L) C STEP • FOUNDATION WALL USE 5/8" dia. ANCHOR, BOLTS w/ 2'x2 "x3/ 16" 14ASHERSi • 5'-O" O.G. UNLESS NOTED OTHERWISE NOTE: ALL EXTERIOR WALLS TO BE PI -6 UNLESS NOTED O ISE r 0.5 14'-0" r, t rJ FOUNDATI /LOWER FLOOR PLAN SCALE: 1/4" • 1 I� VV 1�1i/al� I I x/'1`1 ITV 1 : f I. TOR SHALL VIFY ALL NOTES, DIMENSIONS 4 CONITIONS PIOR TO CONSTUCTION. P 2. VIDE SOLID OLOGKIN6 OVER . S. POSTS TO OE P.T. 4x4 DPw2 I P.T. 4x6 DF2 • BEAM JOINTS, U.N.O. FOOT*** 4. ALL FOOT TO REST ON UIS' TUDCD SOIL. S. ALL 100P IN CONTACT WITH C.ON. TO OE P'SSL TATED 6. SOFFIT, VENT, 4 II SUL.ATE GANTI AAS. 1. INSTALL 'SIM N CONC. TO MOOD HOLDOWNS I -1/2" FM 8 royal Rr1J6H OPNINS, ALSO SEE MANTU'S SFEGS. DITI 6. STEP FOU DATION PER SITE G0NS. .. . 2 0 P.S.F. SOIL !lEAINS CAPACITY SHALL OE VIFIED IN FIELD. 10. SCO 51W I FOR ADDITIONAL NOTES. i 12' -0' P.vi : r I2' -0" 2' D.S. " RAISE GONG. '; A1Se 41 11 4" A LoweIt GONG. WALL Q 4" FOR GONG. SLAB n STUB -OUT *4 BARS 24 ", • IV' O.G. 0 ;‘) A CF T U � 611 LA DE C 1 2003 AS k nit) IV tJarf% *at' (41 13tuivta-- 4 1:')O4 9-” • tpfi S RFCE'vF[ rm r; tic •. • DEC I • ! MA I N FLOOR LATERAL NOTES , 0 MST4b •OYMN TO YMALt•L BELGA. .. Q (4) A55 AT CORNER OF MALLS, SEE DETAIL 6/2o. 'g G'!fI6 AT BEAM TO YMAL.L TOIL PLATE. . HOLD !BACK STUD TO AL.L,.OYM FOR CONTINUOUS SI'EATHIN&, L823' t 'S, G'S16 AT HEADER, E$ DETAIL 4/2o. , © PlROVIDE CONTINUOUS RIM, L•14'. 0 ADD (2) ABS BLOGKINS TO YMALL TOP PLATE. ® ADD ON A99 RIM TO MALL TO PLATE. 0 LATE JOIST M�AL.Ltt•, TEND T' INNIEr. SHEAR YM%ALL NAIL TO OVER JOIS SEE EX DET AIL SFEA MAIN FLOOR H :� VENTILATION REQUIREMENTS (9$ 2000 /'4A91HNdTON STATE INDOOR AIR QUALITY CODE) SYMBOL AN TYRE 1� .M wrote" QT 190 1.0 30!!S 190 G*FI • . b 1�'1s . 2,0 S.P. 'WToE" QT 00 Is 601t6 as arm • 25 M16 a0 GPM • .10 1/40 NO'R6s I. USE QT 190 (100 GFlM MINA • ALL KITCHEN • MOLE MOUSE RAN. Z. USE QT DO MO GrIM MIN) • ALL OTICR LOCATIONS. S. ALL TANS TO VENT DIRECTLY TO OUTSIDE. 4. M.I. OTHER REQUIREMENTS Of 2001 NISEG/NMO VIAQ MUST BE MET. MAIN FLOOR H :� 10104e01. raLaorw TYPE AND AMOUNTS Ile s MPeoa sTNvK 011) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROW OPENIN6S, USE (98) Ibd NAILS. .M � ..oN HIT= Mr TOTAL. INSTALL PER DETAILS 9,D!1 ON PAM ]a. UPPER FLOOR LATERAL NOTES 0 CI GSIb DONN TO rRAMINb EELOMI. oIeL! • G'•llb 001'ri TO rItAMll1S DCLGI"1. O D MbT4. DOYW TO rRAMINb mOM. (I) A99 AT GORlR Of 1"IN.LS. . , AREAS SUMMARY LOWER PLOORI 190 S.P. MAIN FLOOR• 160 S.F. t ItJI•I•ER FLOOR, 1210 S.P. BONUS ROOM• 2,0 S.P. A TOTM. PINIIIMO APIA . , MO S1r. , •frRA0E 1 •100 S.F. (2)3 G w/ 5.6. LINE OF WALL SELOW DN 16 RISERS I IO" TREADS C ! ) F . ' rtalliA0 C #. 6x10DF. (2) 2x6 WALLS ▪ •••= -- 4•111.1.•r•tt♦ -••rl BPRM 3 CARPET r 4 • p 4'-0" UFFER PLAN rr . i R- (7) 4 12' -" /Yr t.v C t: ti. 12 3 S.H. 2 0 m In vi• 74- FLOOR PLAN NOTES: 1 INSTALL 6AS DIRECT VENT FIREPLACE PER MF6. SPECS. M/20" WIDE FLUSH HEARTH OPTIONAL T.Y. NICHE ABOVE FIREPLACE I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS R CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL. BEAMS I HEADERS TO BE 4xI0 DM • 2x4 MALLS 4 6x/10121402 • 2x6 WALLS U.N.O. 3. PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. 4. PROVIDE PIKE BLOC.KIN6 • ALL PL•UMBIN6 TIONS. S. WINDOW • DOORS ARE SMOYW 4 NOTED AS NOMINAL SIZES. 6. YMINDOYM HEADERS • 1'-,b" ABOVE FINISHED PL.00R • MAIN FLOOR, U.N.O. AMO N HEADERS • b'--b" ABOVE FINISHED FLOOR • UPPER FLOOR, U.N.O. 1. ALL MOOD IN CONTACT 11TH GONG. TO BE PRESSURE TREATED. b. EXTERIOR 'MALLS TO BE 2x STUDS • Ib" O.G., U.N.O. w. INSTALL. SIM P SON GONG. TO MOD NOLDOPINS I I/2" PROM CORNERS • YMINDOYM RAC L*4 OPENINGS, ALSO see M tP"AGTURZ!R'S SPECS. 10. • INDICATES POINT LOAD SUr'PORT!D BY (2) STUDS, U.N.O. II. SMIOK! DETECTORS, • SHALL. BE 110 V INTERCONNECTED YM/ BATTERY BACKUP • SMAL=L BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL BE INSTALLED IN EACH LOCATION WERE THEN!! IS A GEILIN6 Gl4ANISE *C ZATER THAN 24" 12. SEE SHEET I FOR ADDITIONAL NOTES. • • 0 2x10 F.J. •Ib' 6xI2 12.F.*2 12" WIDE SOFFIT 0 �o e R. • O. KITCHE W .TD. t....: HARDWOOD Li . y� Y r:M ya.. D !., 4 1�. 4 K I x I o Mx: ---- -- - -- - - - - - - il Lomort.t. • 6x12 D.F.*2 " 3 6xIO DF.*2 14'-O" LON6 6xI2 011•11•MID 11.111M, UP MP HARDWoop IIOV It S.D. 0 2x10 P.J. 4xb DF.*2 bx10 12.F.*2 CT' tli '3'-0" P S 1 `0 " 4x8• D.F.*2 s POSTS TYP. MONO 't Q SGALt.E1 I /4" s 1'_0" 14 \ f 1 6. ! i ir k ,. MAIN FLOOR L., f rell Orr ALL EXTERIOR HALLS AND (SABLE ENDS TO BE P1-6, UNLESS NOTED OTHERNSE 1 5EE SHEET 242 FOR SHEAR WALL SCHEDULE. (' \J .r. 12'-0" 12'-0" ail O , 1 0 2' • • 1 l � - • • - I � CITY OF TUKWT A APt1 Ovto DEC 1 7 2003 AS NoTED ep11.DING ptVlStpN • �� RECEIVED TI DEC 5 , an � t C/Att,. • a • ■� MAW IIII ■ IIIIIIIIII•I ■ 1111111111111 on 'IIIIIII11111 11I•IIIII•III ■ IIIIII111111 — 1111111111111 'IIII11111111 "1111111 ll IIIIIIIIII.F 1111111111111 — fIIIIIlIlIIl. � ;IIIIIIIIIIII. 1 1111111111111 III ..1111111/' .44111111111' X41111111111111 i /� '411111111'— 1I111111t 111111 1111111 = 1111111 111111 111111 1111111 1111111 ■ X11111 ,r 111111 2x10 TRIM • ■■■■ ■■ III1IIIII1III 11111111111! 111111111112 1111111111' 1111111111111 1111111111' 111111111111 1111111111 11111111111 IIII11IIIIW - 41`ld MINN I NM MIN IMMO 111111 MOAN ,Illlllllllllt I r ■�' ®• 11111111111111 .�il�w=r. ^� ,y IIIIIIIIIIIIIIIt �w•�11Ilrr•r /l�,.11�,1.,�1 ■ 1111. r ��i. 71111. ��'�. MN 11L 1240:4Ia0 i%,•i� d:.rQ'l�i�� INN MN M II � 1 mi ■ i MIII NI 1 1111 MI !•U ■ 1 �.► �! _ (^ .� \ ■� !1 �1 11 1111 �ii�.il 1 Iii. In li�ls. 1 l•�� 1 ! ��I•r yvi ■ 11..11■ ■ 1 MA 1 / ■ ■ 42 111611 oft MI 2x4 TRIM OVER 2x12 BMW BOARD Ib" WIDE SHUTTERS H I A S 4x6 BRACKETS • 5 O.G. 2x4 FLAT OVER 2xb TRIM 2x4 TRIM 4 ELEVATION 12 12 RI ELEVATION 12 1tL. • 6AZEBO TOP OF RAILING • 56" A.F.F s MAIN FLOOR O It • LOWER. TOP OF ARCH • +6'-6" ABV. H164-1 SLAB, BOTTOM • + 1' -5" ABV. HIGH SLAB METAL GATE HIEH SLAB 1 . • UPPER SUBFLOOR O I • MAIN MAIN FLOOR FINIAL LIME OF ROOT' BEYOND (4 =12) 2 ° SKY LITE W/ LAM. CLASS 12 Ann 1 1/11 11 ■ ! ■ 11/11 1 111 ■11 Ills, Oil �III11 nn/Itl1-- i 111111 Ants 1 /III � 4 12 ■w. J I ■LJ■ --''� I11 11. ....1 1 - l 1 111 r _ 11 l 1 11 iI • 'I1 111111 111 1 1 111 11111E III 11111 ■ ■■ 11111 1 111 Ill ■ i■■ Ir 11 111 I 111 111 111 i ■ ■ , 1 11 IIIIII I11 III■ 1■ 11111 Ill =': 11x1111 11 IIIIII 11111 II 111111111 111 11 1 1/111 VII /11 1111 /111 � .w II'I III 1 1 1I !I 1 �I IIII ..w . , flllll /II ii � !_ �' L 1 di ll/111111 1111 /1111 �'� ���. — .71.:21 �IIIII /III!".....,, 1,........,�,,....,,, 11 •... rrla*■rl ;*■rl L . "talr..rsll�Ml � � � ; � � �_ � � Ia :.:esia: o•�•�'��•• --ma1 Seism rll3le i 1i ■d�.B.ew■ 1111111. 1a�i�l :'�e1 w agon lie.! i V.:l1.Cs+■ mil i t lei • ..... m ul illn • ....... ON 4 Via. ili,���■':115iniI■:ate• 11.1 I�IA�-- 1A.�— .rIAris ELEVATION NOTES: GONTINIIOUS CUTTER OVER 2xb FASGIA i Nom 11/ MIR F RONT ELEVATION I. VERIFY %EAR WALL NAILIN6 AND HOLDOSINS PER PLAN 4 SCHEDULE PRIOR TO IN"aTALLIN& SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.H.G. 3. CAULK ALL EXTERIOR JOINTS i PENETRATIONS. 4. PROVIDE HEATHER STRIPPIN6 I FLASHING AT ALL DOORS 4 WINDOWS PER U.B.G. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING i GOUNTERFLASHINb • ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLI6HTS. 6. PROVIDE CONTINUOUS METAL &UTTERS 1 DOWNSPOUTS • ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. J. 2 ° 2 ° SKY LITE w/ LAM. GLASS I * • .- • . � 1 . • ti • . _ .. ._ _.r . i • • • • J REAR ELEVATION I/4' • � I' • • 4 SKY LITE w/ LAM. CLASS MIK ■ co►.P. S+iN•Lesi MIN SA. bxb BUILT POSTS TYP. 1�1�111�1�111�1�1 "! ■ l IIIIII 11111 ■.. II111Ii1"" ■ ■ 11/111111 ■ ■ 111/111/ ■ ■ 11111/111 ■ 1 1111111 11/111111 I � 111/ UIIIIII1II,uuIII 111111111 1 11 ■ ...11111111111 ■_ 111III1111■1.. 111111■ I111I1i ■..i■i■..i■i■. •i■1111I•III1111h pwi11IIllhIIllllIII11111I1111IIl11IIIll11III11u IIr- MEP 12 . • • • " • IN•LE STYLE SIDINb MUNI In* I m o n! ill III III ■ ICI I!I ■ � ui : : MEM 7 umi itiz IW*%1 rpm! II ■ _ E.■_I ag mum 13 " " EXPOSED L I6HT) I6HT STONE LAP SIDIN& VENEER (COBBLE FIELD) U ■ , 2 ° 2 ° SKY LITE w/ LAM. &LASS ■M Ell xb BRAGKETS • 24" O.G. 2x10 TRIM a OMNI MINIM 2x4 FLAT OVER 2x4 WINDOW TRIM CITY CF ruiri, DEC 1 ? 20 AS polo N 12" WIDE SHUTTERS I! • MAIN • 0 FLOOR 2x4 GOR�R TRIM (T P) 2x4 WINDOW TRIM •_ • MAIN FLOOR « • p �r • n � J0: • '01 1 10 4 = A% Etgli ii Is .>. el l'1 0 :3 1 1::;:l iv .1 i ti li 1 5 A . 3§10 isf X la§gE 1/ iilWa g irlril lig ilifilqi 1-itiqislit;11 d H U W z U oe z DESIGNED BY: DATE: TG 6/0 DRAM UV DATE: JRA 1/Ib /0 LATERAL BY DATE: D.J. IO/25/0 REVISED sY DATE: ftritA 10/22/03 • a 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: Li r ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 • 18.94 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 • 84400 MAXIMUM BTU OUTPUT ROOM # OF Li WND. MANUF. FRAME WDW. MODEL a6 GAS LO-E U VAL. AREA UA ----- -- ___ WNDS. 77.76 H. 14.81 TYPE TYPE NO. If. birdblocking. Ventilation = 39.375 1 Ventilation Provided = Roof Area(Garago): _ Ventilation Required: 162 sf I 77.76 si. Req'd 162 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge Upper Roof / Ridge Ventilation: Birdblocking a 3.5 si / If - 25% reduction = 2.63 si 1 If Eave Ventilation Req'd = _ 77.76 si. 12 / si. per If. = 14.81 If. Provide : ____15 If. birdblocking. Ventilation = 39.375 si. Ventilation Provided = 39.375 si. is Greater than 38.88 si. Req'd Upper Roof / Ridge Ventilation: Total Ventilation Provided - 90.00 si. IS GREATER THAN : 75.84 si. Req'd 7 "x7" Attic Roof Jack 49.00 si. each - 2b% screen reduction = 36.75 si each Upper Ventilation Redd = _ 77.76 si./ 2 / si. of each vent = ! 1.06 vents Provide: 2 -7 "x7" Attic Roof Jacks 73.50 si. Ventilation Provided = 73.50 _ si. is Greater than 38.88 si. Req'd Use : 2 -7 "x7" Attic Roof Jacks 73.80 W. Use : 15 If. birdblocking. Ventilation • 1 39.375 if. Total Ventilation Provided • 112.88 si. IS GREATER THAN : 77.71 si. Req ROOF VENTILATION CHAPTER 6 PRESCRIPTIVE Standard Truss/ Scissor Truss Roof Fra inaAssem bly: Roof Area : 1648 sf Ventilation Required. 1848 sf. / 300 = UDDe 791.04 si. Req'd Provide 1/2 Ventilation at Eaves. 112 above Midpoint/ 12" below Ridge CEILINGS Birdblocking = 3.5 si./ If - 25% reduction = Eave Ventilation Req'd = 791.04 si. / 2 1 si. per If. = Provide : 151 If. birdblocking. Ventilation = Ventilation Provided = 396.375 si. is Greater than 2.63 si / If. 150.67 If. 396.38 si. 395.52 si. Req'd Upper Roof / Ridge Ventilation: VAULTED CEILINGS ' 7 "x7" Attic Roof Jack 49.00 si. each - 25% screen reduction = Upper Ventilation Req'd = 791.04 si./ 2 / si. of each vent = Provide: 11 -7 "x7" Attic Roof Jacks Ventilation Provided = 404.25 si. is Greater than 36.75 si each. 10.76 vents 404.25 si. 395.52 si. Req'd Use : 11 -7 "x7" Attic Roof Jacks Use : 151 If. birdblocking. Ventilation = 404.25 si. 396.30 si. Total Ventilation Provided - 800.63 si. IS GREATER THAN : 791.04 si. Req'd Stick Fram ed Roof Assem blv: Lower Roof Roof Area: 158 sf Ventilation Required: 158 sf. / 300 = 75.84 si. Req'd Provide 112 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge SLAB PERIMETER 2" Continious Soffit Vent: 12.0 si./ If - 25% reduction = Eave Ventilation Req'd = 75.84 si. / 2 / si. per If. = Provide : 5.0 If. 2"(m in) Cont. Soffit.Ventilation = Ventilation Provided = 45 si. is Greater than 9 00 si / If. 4.21 If. 45 si. 37.92 si. Ret d Upper Roof 1 Ridge Ventilation: MAW(. DOOR U - VALUE frL.LOAED Continious Ridge Vent = 12.00 si. per If. - 25% reduction = Upper Ventilation Req'd = 75.84 si./ 2 / si. per linear foot = Provide: 5.0 If (min) Continious Ridge. Ventilation = Ventilation Provided = 45.00 si. is Greater than 9.00 si each. 4 21 vents 45.00 si. 37 92 si. Req'd Use : 5 If. 2 "(m in) Cont. Soffit.Ventilation ! Use : 5 If (m In) Continious R idge. Ventilation = 45 si. 45.00 si. Total Ventilation Provided - 90.00 si. IS GREATER THAN : 75.84 si. Req'd 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NURSER - II~ CEILINGS 8 3 $N &$9: oc ac cr oc oc ok MAX GLAZING PERCENTAGE ALLOWED UNUMTED VAULTED CEILINGS ' PROPOSED PERCENTAGE GLAZING 18.2096 , ABOVE GRACE WALLS MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) + :PROPOSED VERTICAL U - VALUE 0.37 � FLOORS OVER UNHEATED SPACES MAX. OVERhE AD UUVALUE ALLOWED 0.58 SLAB PERIMETER PROPOSED OVERHEAD U -VALID 0.54 DUCTS IN IJN FATED SPACES MAW(. DOOR U - VALUE frL.LOAED 0.20 , PROPOSED DOOR U- VALUE 1 0.20 ' r ' Standard Truss/ Scissor Truss Roof Pranlin GLAZING SCHEDULE FOYER DEN DEN LIVING 2 3.00 6.00 MILGARD VINYL S. HUNG 2 2.00 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 36.00 5220 1/2" AIR YES 0.39 24.00 LIVING DINING PANTRY FAMILY NOOK UPPER FLOOR BONUS BONUS BEDRM 3 BEDRM 2 BATH 2 MSTR BATH MSTR BATH MSTR BEDRM MSTR BEDRM STAIRWELL STAIRWELL 2 ii ii 0 FAMILY 1 6.00 NOOK 6.00 MILGARD . VINYL PICTURE 5320 1/2" AIR YES 0.35 36.00 2 2.00 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 24.00 AIR YES 0.39 16.00 AIR YES 0.38 24.00 AIR YES 0.38 24.00 AIR YES 0.36 6.00 YES 0.36 30.00 YES 0.38 40.00 YES 0.36 30.00 36 6.24 9.12 9.12 2.16 2.80 10.80 15.20 10.80 4.20 1.40 2 1 1 1 2 2 1 3 Ir+'. .r a!•'Tlr•M.. 4' A+YS:+.•...'.• , os • AMMM'.F....P..f- •+. ""�n�,l' -. ••r4.M1'•V.' -.N•• 2 1.00 1 1 2.00 4.00 3.00 2.00 3.00 4.00 3.00 2.00 6.00 6.00 2.00 2.00 3.00 8.00 2.00 2.00 2.00 DOORS WITH MORE THAN 50% NOOK 2 3.00 SKYLIGHTS AND SKYWALLS STAIRWELL 1 4.00 MSTR BATH 3 2.00 BATH 2 1 2.00 GLAZING % = AVG. U -VALUE = 8.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 3.00 MILGARD VINYL PIC OVAL 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 6.00 MILCARD VINYL S. HUNG 4.00 MILGARD VINYL CASE. 6.00 MILGARD VINYL S. HUNG 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 4.00 MILGARD 4.00 MILGARD 4.00 MILGARD 4.00 MILGARD 3.00 MILGARD 2.00 MILGARD 5.00 MILGARD 5.00 MILGARD 5.00 MILGARD 6.00 MILGARD 2.00 MILGARD GLASS 4.00 2.00 2.00 TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) i MILGARD MILGARD MILGARD I Assam bI VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL S. HUNG S. HUNG SLIDER SLIDER CASE. PICTURE CASE. DB. SLDR CASE. PICTURE PICTURE 5220 5220 5120 5120 5521 5320 5521 5120 5521 5320 5320 PLAN M3220A3SU -1 5320 r 5220 1/2" AIR YES 0.39 5521 1/2" AIR YES 0.36 5220 1 1/2" 1/2" 1/2" 1/2" 112" 1/2" 112" 1/2" 15 /2" 1/2" 1/2" AIR 586.00 S.F. _ 3220.00 S.F. • 221.98 UA = 586.00 A YES AVG. U -VALUE (VERTICAL GLASS): (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E Porch Roof 0.39 16.00 6.00 24.00 36.00 8.00 54.00 24.00 WND. TOTAL: 506.00 SKYLIGHT 780 3/4" AIR NO 0.54 16.00 SKYLIGHT 780 3/4" AIR NO 0.54 12.00 SKYLIGHT 780 3/4" AIR NO 0.54 4.00 SKYLIGHT TOTAL: 32.00 AVG. U -VALUE (OVERHEAD GLASS): AREA 24.00 9. TOTAL 1 TOTAL 2 18.20% 0.38 U -VALUE IWO 1 1 IMM EKE 187.42 8.00 SIMPSON WOOD DOOR 6001 3/4" AIR YES 0.36 48.00 17.2 DOORS WITH MORE THAN 50% GLASS - TOTAL: 48.00 17.28 0.37 8. 6. 2.1 17.28 0.64 UA ([ft 14, z ) I :Li IS < ' - SAISINs 11.! H isrovar ,alb».. rD T """" INSULATION DAPPLE VENTED DLOGKINO CONTINUOUS OVII'e'R OVER 2x3 FASCIA FINISH PER ELEVATION OVER ISIb MELT OVER 1/2" COX OR 0.53. 2x6 STUDS 16" O.G. R - INSULATION rrP. \� SILANIMPIRIMMairegmonimmiolia / / \ \ r j r j / r r 4 /r \ /r \ / � r\ /r\ /r \ / / \ \ / � \ \ / \ /\ / / / \ \ / / \ /// r/ r %r r /�\rr \r /\ \ /r \ \r \ \ / / \ / r � r \ \/ \ \ r/ r // r / � � � \ � � / � \ \ � �� r \ \ � \ \ �\ \ \�\ C r) t +Rlr.A �wr -HI6H R)t.? '4k\ t■I CJ i A w A § 1 ft • UPPER ( ,SCALE: I.. ATTIC 6 V • • • • ••• / •• 116" • • • - - b INSULATION • TYP+ ••• . r rrrrrrrrrrrrr. rrrrrrrrrrr• rrrrr-. • rrr♦1• S• .1176 6 676 ♦'6'tt'�'6 66 676 6 11.1176.6767676"6.6.676.6.67676176 .... • . Ia iVl UTILITY KITCHEN /r rr ♦ //\// \// // r r „i /\/ /r e rr / \ \f � \ r / \ . \ /i Or 4 tt.x ' IN. JL�U ATION �,..�' CAI =FLE . VENTED SLOGKIMS CONTINUOUS GUTTER OVER 2x8 FASCIA FINISH PER ELEVATION OVER 151b FELT OVER I/2" GDX OR 0.5.5. SUt3PL00R ft • MAIN 2x6 STUDS 16" Q.G. W/ R -2I INSULATION TYP. ,,...4,, t ;rs 'MAIN FLOOR , I. . ' T . . ;M • it 12 6 MIL (BLACK) VB. POSTS 4 BEAMS PER UILtING SEC.TId I /4" = ILO 2x6 PONY WALL ON E+" STEM WALT_ 12 • ' STEM WALL BEYOND %aa 4" CONC. OVER 6 MIL (BLACK) V.D. OVER 4' 4+RANUL.AR PILL BUILDING SECTION 'B' lLN2 IM I COMPOSITION SHIN6LES OVER SOIb F I.T OVER I /2" GDX OR O.S.D. OVER TRUSSES COMPOSITION SHIN6LES OVER 501b FELT OVER 1/2" CM OR 0.5.8. OVER TRUSSES MIN. 2'-0" R -I mow INSULATION 4 °4° SKYLIGHT W/ LAM. &LASS POOTIN6► BEYOND 12 SUISPLOOR ©4 fA'• MAIN AN Mr • ft " 1 t 4:.. S y T) P • 1> It • UPPellt s tl< MAIN FLOOR It • 15ARAGE HIISH SLA5 CITY OF TINVIRA APPROvED DEC 1 7 2003 AS NOTED BuI�ING 4f'"" • RECEIVED (`rry of '7 IKW!' DEC 1 5 2003 PERMIT GENTS • M r " I' 04 .k r EL lh arElla 10 4g0E k � z � 7 7 ���F� U W U CG im••• DESIGNED SY: TO DRAWN SY: ..AAA Z •ttb DATE: 6 /01 DATE: 1 /IFS /OI LATERAL BY: DATE: p.J. IO/25 /OI REVISED SY: DATE: ..*A 10/22/09 • a M5220A5SU-- 11■'A File: D03 -0358 35mm Drawing #1 150 • IMINIM =NM ' I ROCKERY WALL UNDER 4' TALL I'6" 0.H. Roof Overhon I i . \\ '� ','�� Ti 0 T 7 2 2' 4" dia perf. fdn. drain draln 4" difo storm ROCKERY WALL UNDER 4' TALL - N515735' -- 120 9' s S S S S s --= Lot 12, of Cascade In 3813 South 132nd Place TAX #: 142260 -0120 SWIM s— s • • N C.-00\A DEC • 1 3 2003 s SITE PLAN 1� =10' SD - SD CAS CAS 64s E J` " z s Qs as — RECEIVED rIN TI Iu\AIII A s s S IDE SEINE, NEIN UNDER r'ERMIT CENTEI: CONCRETE DRIVEWAY adopted sta SD QS QS as — QS i Connection of Storm Drain to Footing Drain to be Ono Foot"Min. below Garage Grade TER SE . \ I GE I NE Final acceptance is su the Public Works utiliti 2loI . te: I ) I 1 I IHI 1 III IIi I I I III ICI III I I III III ,I. I•HI III II'I I I I IHI III III I I IHII I III Inch �I I I I �) I I I I 3 I I I I - ) I 4I 5I I 6 () 'j`� c� c0 � 96 H EL 9 L 9 6 o Z6 LL . b Z wD II IIII �IIIIIIill�lllll IL IIII�IIII DI I I SIDE SEYER reviewed by the Public conformance with current ----\ t Tn: of and ��� • no a o vio ards or ordinances. The responsibility ' h ve been Department for d 4" RAIN D �g f IN ade q' a c y of the design rests totally with the es ner. Add' ons, deletions or revisions to these GAS GAS GAS drawings gs after ' s date, will void this acceptance NEI/� GAS �nilI require resubrpittal of revised drawings for subs equent app 'vaL ect to field inspection by inspector. By / T)C:) FI Ifi� ANT 80' AWAY RECEIVE CITY OF TIJKWt1 A Nov 1.2?0(3 PERMIT CENTER