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HomeMy WebLinkAboutPermit D05-229 - TRITEC HOMES - LOT BTRITEC HOMES am LOT B 16614 53 AV S D05-229 City o� �'ukwila ' Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 8858800050 Address: 16614 53"S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steven M. Mallet, Mayor Steve Lancaster, Director DOS -229 08/17/2005 02/13/2006 Tenant: Name: TRITEC HOMES - LOT B Address: 16614 53 AV S, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi TRITEC HOMES INC PO BOX 951, SUMNER WA BRENT ROLLINS PO BOX 951, SUMNER WA TRITEC HOMES INC PO BOX 951, SUMNER WA License No: TRITEHI983D2 Phone: Phone: 253 - 863 -7708 Phone: 253- 863 -7708 Expiration Date: 03/22/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,470 SQ FT SINGLE FAMILY RESIDENCE AND A 544 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $227,147.62 Fees Collected: $4,053.50 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut 70 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Size (Inches): 0 End Time: Fill 70 c.y. End Time: Public: f Non - Profit: N doc: IBC - Permit D05 -229 Printed: 08 -17 -2005 Z Z w J D 00 ND CO) Lu J H �LL J: U. C0 0 = d �w z s �O Z F- �5 D O CO3 0 W F- !!= O w Z. U= O F- z G) f 1906 i I Water Main Extension: Water Meter: City o.► ' ukwila Steven M. Mullet, Mayor Departmeitt of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: Public: N ! * *continued on next page ** ' W N City o Steven M. Mullet, Mayor Departnteitt of Contntuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -229 08/17/2005 02/13/2006 Permit Center Authorized Signature: �� %I.GU 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. 4 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 or the perform a of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: A A5 i 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. E dac: IBC-Permit D05 -229 Printed; 08 -17 -2005 Z = Z� w _3 C.) U O N 0 wi J �.. N O w Ia �a =w z� �- O Z E- w w U� 0 -- 0 F— w U LL 8; 6i Z O Z �.. Cit of Tukwila r�os Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8858800050 Address: 16614 53"S TUKW Suite No: Tenant: TRITEC HOMES - LOT B Permit Number: Status: Applied Date: Issue Date: DOS -229 ISSUED 07/06/2005 08/17/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that Conditions D05 -229 Printed: 08 -17 -2005 .,.x;. w'lic.w ..�iC`..uAid�in: �`l::t.. @uJ.n.Li�.w.iwlS.a'.bl . i�'J {'`vd .ik�r `ma i i ±,1:utL'a"'t". "} ,�•,, } „� d . c`a.•:+x �widlpii. c•..�. Wires �urv�vr�•:.�ti. o�z4: 7y�;.. s�. s' s.. :a�:xdus�n.tua,a�.W`V.nt:wr.ssP rrb�l�yi>a.dif�f:1" Z Z �w UO C O) Cl) J F- N LL w LL? cf)0 =w Z �. �o Z �- w w U O- 0H wW L O ui Z U= O Z City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. H 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall w be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. J v 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of UO w w Public Health - Seattle and King County (206/296- 4932). 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department U_ w O of Labor and Industries (206/248- 6630). J 19: VALIDITY OF PERMIT: The issuance or rantin of a permit shall not be construed to be a e g g p p rmit for, or an approval of, D u) a i any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits W presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila Z shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the — O. Building Official from requiring the correction of errors in the construction documents and other data. W 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** v o O � 21: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and o �__ completion of work at least 24 hours in advance. = v 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be �- o underground. v N z 23: Any material spilled onto any street shall be cleaned up immediately. z ~ 24: 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. 25: The Land Altering Permit Fee is based upon an estimated 70 cubic yards of cut and 70 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. 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: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. * *continued on next page ** doc: Conditions D05 -229 Printed: 08 -17 -2005 i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670 I I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. i Signature: Date: z w M u . t D -1 C.) U U. CO) =` J � CO) LL W O� w ?. d ' I=- W s z �. �O z 1-- w :O N; W W LL LU N U— H � O z 'CITY OF TUKWILA Community Development Department Public Works Department Permit Center 1wo 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 ** SITE LOCATION King Co Assessor's Tax No.: QV!; Site Address: Ea �d Ave S, L Suite Number: Floor: Tenant Name: 7 New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Tr i teC. H OM S, I NC•. Mailing Address: 90 60 I S U M e r W A ?a 310 City State Zip CONTACTITERSON Name: Scent Ro ll i n-5 - Day Telephone: c%S 3 - $ (v 3 - ]7 o $ Mailing Address: P0 6 0A 9 S N n.% H e r W #4 58320 City State Zip E -Mail Address bro11 n a rr fec - Koine 5. Co Fax Number: a5 3 - 9 (6 3 - 7 7 S GENERALCONTRACTOR INFORMATION - (Mechanical. Contractor information on back page) Company Name: 7 t ec- 90m a S, /iv G.. Mailing Address: P0 8 O X 75/ Sumne W A• 7 83 470 City State Zip Contact Person: B e en t R O i i; n S Day Telephone: 6L 3 63 - 7 7 0 8 E -Mail Address b r o l l i h S Q tr i Tech om eS . C O #" Fax Number: a53 7 7 9 6 Contractor Registration Number: T'RI T ed r Q S 3 0 Expiration Date: 3/ a a 0 0 0 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT .OF RECORD - All plans must be wet stamped by. Architect of Record Company Name: e5mA -5 Mailing Address: J 9 ( 13 I S t A Ve S. sr F Ken t w A 16 0 3 a• City State Zip Contact Person: X/ f yl ROC KW t 1 1 Day Telephone: ;V5 3 - 8 7 A " S $O E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record I Company Name: C-Ka r I eS W i t Mailing Address: �i ) N E "Vil A Co Contact Person: C ka r t eS \N �t 't Ci mS E -Mail Address: \pertnits plus\ice changes \permit application (7.2004) Page 1 VV m( S Ll W b 7 City state zi Day Telephone: t-{ a5 " $3 6 -a $ �3 Fax Number: Z Z W QQ JD U W W C0 U_ WO LL co) = W Z� ►= O Z W D O N 0 E- W o �O Z CO F= _ O Z kJIL? ING PERMIT INFORMS L 206- 4313670 Valuation of Project (contractor's bid price): S d10. OW Existing Building Valuation: $ Scope of Work (please provide detailed information): r ekn jr`MOr NJCW Stng %e -COn"'s l y IZes�de W n th att-Q c..tied GarGa e i Will there be new rack storage? []..Yes .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below + Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 9 / . 1 IV n l� 2 Floor ' 1 6 1 `(� '1 i^J"� n 3 1` 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: C Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm X..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [3.. Yes No If "yes ", attach list ofmaterials and storage locations on a separate 8 -111 x 11 paper indicating quantities and Material Safety Data Sheets. %p"iu plusUcc chtniles \permit application (7.2004) Page 2 Z �Z '~ W UO CO) C3 J H CO W WO �_J LL Q co) = F. W Z 1— O Z F— W W UCl 0 F— W H F— u. O .. Z W UN F= _ O Z 'UBI C4WORKS PERMIT INFO ..NIA,TION - 206= 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ Tukwila ❑... Water District #125 �6..Highline ❑ ... Renton Z rWater Availability Provided Sewer District ❑ ...Tukwila ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate Sewer Availability Provided E3.. Approved Septic Plans Provided ; ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Sufamitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond E3.. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that app v): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance [3 .. Right -of -way Use — Potential Disturbance .Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut cubic yards Fill El.. Work in Flood Zone ...Total cubic yards. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Trafc Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size.. WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip %permits plus%icc dwgcs%permit application (7 -2004) Page 3 Z 1Z '~ W �U U to Q W H CO) LL WO }} 1:3 LL ?. N = W H = ZP F- O. Z 1— �j U� C3 WW F- FF--- LL Z LLI U CO) H X O Z_ a. ir 0 MECHANICAL °PERMIT INFORMATION - 206431 -3670' MECHANICAL CONTRACTOR INFORMATION Company Name: yict A r Co y-A rO i Mailing Address: 15 5 S. C. C n fe if" .S t- Taco &I q A M . fa 1 0 City State Zip Contact Person: MOX V W G d e. Day Telephone: B 00 - 5 4 6 - QS$ t{ E -Mail Address: Fax Number: A S 3 3 8 3' 77 3 (o Contractor Registration Number: A LLW A A C..V "14 L 3 Expiration Date: S 4 A � * *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): $ % O On 0 O Scope of Work (please provide detailed information): I'r+ S t* l l !a Q 5 "FyrA0C e O n d d M (A — i nq VkCi, 'W0Jer `t' , Use: Residential: New .... 9 Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... D9 Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/C om p ressor: Qty Furnace <100K BTU 1 Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct I Suspended/Wall/Floor Ventilation System Wood/Gas Stove r 30 -50 HP /1,750,000 BTU Mounted Heater Applian Vent I Hood and Duct I Water Hea ► 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergenc Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION. NOTES - Applicable to' All, permits. in this: application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall he 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 011 IXORIZED AGENT: Signature: Date: Print Name: Day Telephone: a 5 3 - S 63 7 7 0 8 Mailing Address: P O 60 2C 9 5 1 wlnnr C r A Q S39 0 City State Zip Date Application Accepted: Date Application Expires: ( Sta T ls: - D l - b -D %permits plus\ice changes \puma application (7.2004) Page 4 Z Z W JU UO Cl) J 1 C0 L W J ll CO = W H = Z 1.. 1- O Z H U� O CO ID H W LL H� ll.l Z U= O Z I . i !c I i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees W E WI� W PROJECT NAME -P PERMIT# D - If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE RATE 2. Enter total construction cost for each improvement categor 'Co General Erosion prevention 1 C>�OiO Water 101-1,000 Sewer 1 Storm water • c Road /Parking /Access -� A. Total Improvements 200,001 or more 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 17.d C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 5. GRADING Plan Review and Permit Fees $_ Enter total excavation volume * cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1 $49.25 10,001- 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. $ 250(l) RECEIVED +CRY OF TUKWILA J U L - 6 2005 PERMIT CENTER �:20. OQ (4) '2 3.50 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATI4 (1 +4 +5) $ 3.0 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which Is attributable to the Applicant's action or Inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 DO z �z JU 00 Cl) 0: C0 LIJ J H S2 LL W O. U. U) D = �w Z = f- H O z H w U 0 O �'. o� w w. U ~ O ..Z w U O Z W TUMILA W BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/lrispection Fee (B +C +D) (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $. i Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. - pxy (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 s 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1S 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 S 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. i i Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 V z �z UO w o: C0 J CQ LL W O 9 LL Q �D UJ z� �o z 25 D D F-� w SU _ U- P_ O �'- z .......... . BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees w TUK W ILA W 9. TOTAL OTHER PERMITS A. Water Meter- Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) $ (9) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ i G. Other Fees $ Total A through G $ (10) i. DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. is gl5 0 / Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 i; i; � q. �...,g City of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8858800050 Address: 16614 53 AV S TUKW I Suite No: Applicant: TRITEC HOMES - LOT B Permit Number: Status: Applied Date: Issue Date: D05 -229 PENDING 07/06/2005 Receipt No.: ROS -01229 I. ' Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 2,225.80 08/17/2005 04:22 PM $0.00 Payee: TRITEC HOMES INC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 3291 2,225.80 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 2,120.30 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW PERMIT /INSPECTION FEE 000/342.400 120.00 PW PLAN REVIEW 000/345.830 -56.00 STATE BUILDING SURCHARGE, 000/386.904 4.50 Total: 2,225.80 6274 40/18 9716 TOTAL 6992.73 doc: Receipt Printed: 08 -17 -2005 Z w 2 �5 J U, 0 Cj)� w= CO U- w O :3 . U. co a = Z� H O Z F- 5 O— o ff ww U Z: U CO) r Z 1 o Cit of Tukwila a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8858800050 Address: 16614 53 AV S TUKW Suite No: Applicant: TRITEC HOMES - LOT B Permit Number: Status: Applied Date: Issue Date: D05 -229 PENDING 07/06/2005 Receipt No.: R05 -00963 ` Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 1,827.70 07/06/2005 01 :44 PM $2,337.80 Payee: TRITEC HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 3267 1,827.70 ACCOUNT ITEM LIST: Description . Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,378.20 PW BASE APPLICATION FEE 000/322.100 250.00 j PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 176.00 l Total: 1,827.70 l 1 o '� {11.1 TOTAL I AL w7i} (4 i 0.1,i doc: Receipt Printed: 07 -06 -2005 Z Z UO w= �LL LU Q . cl) =w z� 1- O Z F-- w �o .o N a�- w W; X 0 . U. ~O tll Z U C0 H � O Z fe —ML INSPECTION RECORD Retain a copy with permit 6 5 -2 INSPECTION NO. PERM ) CITY OF TUKWILA BUILDING DIVISION O 06 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431-36M Project: � 10713 Type of Inspection: Address: ,/ _S 16614 Date Called: Special Instructions: Date Wanted: Requester: Phone No: '11Spproved per applicable codes. FI Corrections required prior to approval. z iS Z' LIJ 00 in 0 co LLI LIJ X LL 0 5 LL co z Ir- 0 z F- LLJ L 5 U) O— .0 I--' LU LLI z CO) P 0 z �tZ��Tft5s�- _r.w.._..t'. j.',fPx�S ... y• w. _ .. ... ..........U.�..- _... 7.. ..... ._.. ._.. ?..._... .^ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3 7 Project: ���Fs Type of Inspection: � G Address: .% �/ Date Called: Special Instructions: Date Wante�l� ' _ a a M Requester: Phone No: Fl Approved per applicable'codes. Corrections required prior to approval. COMMENTS: 6 inbNc r L 0 $ .00 REINSPECTION EE REQUIRKeliO(O. rior to inspection, fee must be aid at 6300 Southcente Blvd., S ' Call to sechedule reinspection. Receipt No.: Date: .:i Z � W UO CO) 0 CO) LU LU = CO) U- W O LL Q N� _ CY �W ? fr- O. Z H: LU 5 . O C. = U` H tL O ..Z W U =, O F-' Z INSPECTION RECORD � 2;— J Retain a copy with permit INSPECTIaN NO. N T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4 -36 4 Approved per applicable codes. Corrections required prior to approval. 1. 7 Project* Type oWfn Addresv Date Called: Special I nstructions: Wan Date a.m. . 4 - - 12 -66 Q P-M, Reques Y r: Phone No: Z Z LLI C 0. CO) a V) LU LLI _J LL O -J U- < i s UJ Z I-- W ~ LIJ 5' 0 'OS2 0 F- LU LLJ M 0 1 0: Z 0 Z INSPECTION RECORD Retain a copy with permit 5-72-7� tR T O . N INSPECTION NO. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 6 6 4�31-3 r7 it Proie4a Type of Inspection: Address: �la / 5:3 Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: pr oved per applicable codes. Corrections required prior to approval. COMMENTS: I n ecto Dat E ' jaa o t 8- REQUIRED. Pdi to inspection, fee must be p 6300 Southcenter REINSPECTION FE B d., Suite 100. Call to sechedule reinspection. j B Receipt No.: Date: Z W L) 0: CO) W W CO) LL W 0: 2� 9 Ei LL T a UJ W LU 5 CO: �O W W tll Z L) Z INSPECTION RECORD Retain a copy with permit 2)Q� �/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A Tec f M Approved per applicable codes. F1 Corrections required prior to approval. aj i i S� a:. Pro t: Type of Inspectio Ad )r ss• Date Called: �o Lo r Special Instructions: Date Wanted: r a.m. p.m. Requester: Phone No: Inspector: Date: F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspect! Receipt No.: Date: Z li WW W JI U 00 0 W =: N LL W }0. J LL �CY I W Z� H O z F- W U O -• o I- W W . H 0. LL 81 U Vi , �T Z. . ,i;,§+h�i7 °�°`�mti rh^tL'!ti r ' ... rh 't! i':�r75a*,.K:.., i a .i i ;r . i - .. { . INSPECTION RECORD •�t.� Retain a copy with permit 6L INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION TO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431 -3 7 4 f . Pro'e t: Type of Inspection: Add 6 I� '09 a -S / Date Called: Special I Instructions: Date Wante Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. s !� COMMENTS: Ti t f , ;f , i Insp o Date: V $5 .00 REINSPECTION FEE R UIRED. Pri or o inspection, fee must be 7 id at 6300 Southcenter Btvd. Suite 100. ll to sechedule reinspection. �9 Receipt No.: Date: .o Z Z M W a C _3 C.) UO 0 W H N LL; W O, J LL Q Via. = W Z� h- O W LLJ ~ �p U . O H W LU U. O 111 Z U co), O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE 0 CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0 )431 -34r7 Project. r7?r( 7 16 1 1 t�.!; Type o)fl�s 0 pe rtn: , —41vts Z(/ - Addrg: Date Called: Special Instructions: Date Want g 12--0 6, p.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. E. i. iH Z QQ LU 0 0: (0 C3 � C0 LU LU -J LL 0. LL S2 CY UJ 3: 0' Z F-: UJ 5 �0 W u. 0 LLI Z co Z •�x}?t.2'+l'dr`t N INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431- 6 0 I Pro , l ,C,[� / � n !`y Type of Ins ectio �c�' % �! Address: Date Called: Special Instructions: Date W�rytec' r a, E� Requester: Phone No: 1 proved per applicable codes. Corrections required prior to approval. k (C OMMENTS- t t s. • } Ins a tor: D n ��- 6 1� 1 Pja 8.00 REINSPECTION EE REQUIRE . Prior to inspection, fee must be i d at 6300 Southcenter Blvd., Suit 100. Call to sechedule reinspection. celpt No.: I Date: t Q Z i Z' IY WW QQ C JU UO N CO) =, CO L W O L co d = W H Z � � W ~ W 5 �p O N o�_ W WI H LL Z LLi U =' O Z INSPECTION RECORD Retain a copy with permit INSPtCTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pro'ect: Type of Igspect in l f Add rgs� � lS L/ Date Called: Special Instructions: Date Wanted: a. M. � -- 3 — p. Requester: Phone No: 010 X 37o Approved per applicable codes. Corrections required prior to approval. COM ENTS: f nspect Date: -2 -1 3 � f E? $ .00 REINSPECTION EE REQUIRED. P ' r to inspection, fee must be id at 6300 Southcente Blvd., Suite 10,E�. Call to sechedule reinspection. R eipt No.: Date: +k 1 i Z Z' W UO N �W WO LL a = �W Z � H O. W ~ w U� O - 93 H WW LL O. .• Z W CO) O Z ;. ^YF.w'µa�+}rtwj �.+^x.'kH�. fpr fn.4�4, �rr7 •+i: .r �e:,*nxSx:vr.,�;,wxt .. ,.;'._ �,�� „�...: .. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -36 Project: Type of Inspection: M Approved per applicable codes. Corrections required prior to approval. Inspector: / Dater $58.00 REINSPECTION FkE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Q Z Q S Z `. '~ W UO NO CO) LLJ N W W O 2� :3 U. aC = W Z 3: Z� W U� O CO . 17 F W I.I.J. tL O 111 Z. U N. F- H' O Z e Address: t� Date C Iled: Special Instructions: Date Wanted • f a. l Requester: f Phone No: �) Inspector: / Dater $58.00 REINSPECTION FkE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Q Z Q S Z `. '~ W UO NO CO) LLJ N W W O 2� :3 U. aC = W Z 3: Z� W U� O CO . 17 F W I.I.J. tL O 111 Z. U N. F- H' O Z r,,L•"tti� 15�'KM+e`2+�*x }"�4t^i^t ef' iii. r:+ ^...M7.�i':`:'p[+;�7+".'!i7`�LY ,�x�. ..3.; -.J•,. ,. .. ":'ti' .. .. .. .. �.,,r INSPECTION RECORD Retain a copy with permit d / INSPECTION NO. P T CITY OF TUKWILA BUILDING DIVISIO , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 x . i Project: Type of Inspec Addres S Date Called: Special Instructions: Date Wanted: a.m. U Pm. Requester: Phone No: p p roved per applicable codes. Corrections required prior to approval. Fr COMM TS: t ,.. 1 Date 8.00 REINSPECTION FEE RE UIRED. • rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z QQ SZ J U. UO J = CO) U. W O J LL ?: = CY �w Z =. �- O W LLJ �p ON W w' �U �Z O Z Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: N .B-t �u 1Z2S d /-J �w ICA Z iF- W UO U 0 W= J �. N ILL W O. LL Q N' =d �W F- O Z F- W W U O -. 0 F— W uJ H V — O. tiw Z U cl): 0 F=-, O Z .. wnv.Y.a;9� ; �. L" 3+, TtYt- krn.;tn.tt :n. >nro- s�..��. �,*r:x<Y}•s•CiY.� . q.,.,�..<r. f INSPECTION RECORD 1 Retain a copy with permit * P( 261431-36 � INSP I N0. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 j Proj ct: Type of Inspectio t4, 4 s: uate wantea: Lam / -7� p.m. Requester: Phone No: Receipt No.; Date: Z W . D U O' N 0 co W J �. C0 LL W O LL Q. N = H =, Z� Z D: U 0'. O C O H W L' O W Z U= Z L--j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio L INSPECTION RECORD Retain a copy with permit Fo INSPECTION N0. PE UT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �! (206)431- 367��, Project: Type of Inspection. /'/Z I7 frC' /-1 ohil: 5 Lo i /3 Address: /6(4ry 53 AJ5 Date Called: Special Instructions: Date Wanted: a. m. / - 2 3 p.m Requester: pg hone No: l.aO I 383 A r I t k I fft No.: Date: (t Z = Z JU UO co W � 0 J:C �U- wo 9� LL � = W Z F •.. Zo W U ON C3 E- wW Ir- Lo .Z W U= Z u paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspection. C 1 INSPECTION RECORD Retain a copy with permit INSPECnON NO. PER 1 O CITY OF TUKWILA BUILDING DIVISION f. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)3;1 -3670 Proj 6 .I , Type of Insp tion: . Addre s• /.V I Ll M ✓ � Date Called: Special Instructi ns: Date Wanted: a.m. .- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i� __SJ .a l fAA r - -L-- -.tea -- AI..J C -2— AAA 1'..11 Receipt No.: Date: t Z P Z �y W UO (1) o C0 W J l.- C0 u. w� U? vo d W. Z f. HO W 1—. � Q. U O� WW U LLI Z !- X: O Z F INSPECTION RECORD�,� _ Retain a copy with permit INSPEC I NO. PER 0. CITY OF TUKWILA BUILDING DIVISION ' y' (( ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 )431- -3670 i i Project;--- < ✓r Type of Inspectjpn: l `1 f � Address: Date Called: Spec al Instructions: Date Wanted: a. L/ Requester: Phone No: Receipt No.: Date: 1 . s Z W U O W= J l.- LL W O �a C0 W, Z �5 U� O � H W HU 2- ui Z U= O Z . ' --- ' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 061Y43.1 -3670 Project: Type of Inspection: ' �s G Address: Date Called: Special Instructions: Date Wanted: 7M Requester: Phone No: 41 j Approved per applicable codes. Corrections required prior to approval. CO ENTS: r AF I Inspector: Date: $58.0N63 NSPECTION FE REQUIR . Prior \o inspection, fee must be paid at 0 16uthcenter Blvd., Suite 100. Call to sechedule reinspecti Receipt No.: Date: Z Z`. �W 5 r U: VO 0 CO W . LL W O U. S2 a �W Z F- O Z H LU W U 'O N O H W W H U LL — O: L1J Z UN 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0,' fi WN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-367 4 7t Projer — Type o ,0 Inspection: Address Date Called: Specidl Instructions: Date Wanted: Requester: Phone No: Receipt No.: Date. Z QQ Z W 2 U 0 C) 0 Cl) UJI UJI U. 0 2� 9M U- C') U 0 W H UJ UJ 0 CI LU U (y , LL LLl Z. Cf), O L--j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r�� 7 r, �rr�° a"t`" is�. �•':`.`...''.. "i:...3.. °'�. =... ':s "w`" .��. _ ....:'`." ..,_ _ .. _.. _.:ri;:r= 7 . _._:_t, INSPECTION RECORD Retain a copy with permit 0 ' ZZ7 INSPE ON N0. PE I NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 431 -3670 Approved per applicable codes. Corrections required prior to approval. dr to inspection, fee must be Call to sechedule reinspection. Project: _ n Type of I�r�spe�tioonn: Address: Date Called: Special Instructions: Date Wanted: of a.m. I -�� p.. Requester: Phone Ng:;)� COMMENTS: 1 yr S � 1vv f} (C \r -C 1) 4-vu --7-P t. -%A& �> I �� o t� ail 'a. Z W U L) 0 N 0 C0 LLJ J � N LL, � O 9 -J LL cr) a FW Z 1-- W �o U N. O W W LL F" W CO H � Z 4i INSPECTION RECORD Retain a copy with permit INSPECTIO N NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 =3670 Type � n1pection:r tf t7 Pho Approved per applicable codes. Corrections required prior to approval. 9 1! Project: Add es I T Date Called: ) - -, J a,� /0. --y Special Instructions: Date Wanted: I rprw Requester• I I �;e �. �. 3 3 3� R eceipt No.: Date: Z U 0 CO) LLJ LLI X _J I.— CO U_ 0� W 2 � 9 0 LL V) CY LLI 0, z �_- LLI Uj 5 O N C3 WW LLI N O Z INSPECTION RECORD Retain a copy with permit �U�j INSPECTION NO. P ITN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P .,XojLect: . Tr ' +�C' Typeof Invectioll: I 1=F%; UZ, Aj,ess: I t4 Date Called: Special Instructions. Date Wanted: Requester Phone No: 12 353 M Approved per applicable codes., Corrections required prior to approval. COMMENTS: AJ 4 )A 00 REINSPECTION FEE RTUIRED. Prior ' Z6 inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z z U 00 C l) a CO) W W:r J CQ LL O LL Cl) Cy W X z f-. ;,- 0 z H W LLJ 5 C.) 0- W W 3: 0 tit z C.) C O X, 0 z INSPECTION RECORD 2� Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2015)431-36r WIN • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Approved per applicable codes. Corrections required prior to approval. MENTS: rispect )ate: �6A\11 / KAI 8.00 REINSPEC E TION IFEE� �SuRIED P - or to inspect ion, fee must be Su ite 0 id at 6300 Southcenter Blvd. e Call to sechedule reinspection. Re 1pt No.: Project Ty c-,;, Type of Inspection: . A (* I t 14 Address: � 2--'� . , A, J "--' Date Called: 1 11251 Special Instructions: Date Wanted: a. Requester: Phone No: z W 3 U. 00 Cl) 0 co W LU CO U. 0 U. C') CY, W z H 0 z H W UJ U C0 0 — 0 1!– W UJ LL -z - W C0 0 z Project r j + C + t o Me. 5 Type of Inspection: 5D Address: ^ . S Date Called: Special Instructions: Lof 0 Date Wanted: 16 p.m. Requester: Phone No:206y2-34— 583 S COMMENTS: 0� Z Z ., �W �QQ � JU UO. CO) 0 UJ J F. N LL W O. 2 9Q = d. F- W Z� 1-0 Z !- U0 o C0 0H W UJ H P LL .Z W U =; O Z 1 75 INSPECTION RECORD Retain a copy with permit L rmit INSPECTPN NO. PERM '"O,. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fO 9)4 1-367Q p Apr COMM OMM per applicable codes. Corrections required prior to approval. Inspector: [ $58.&WEIN paid at 6300 Project: Type of Inspection: c VCA W Address. ff I 11� 114 Date Called: Special Instructions: Date Wanted: VNIT re Requester: Phone No: 1 S!zs sqv�; Receipt No.: FEE REQUIRED. Prior to inspection, fee must be �r Blvd., Suite 100. Call to sechedule reinspection. Z Z W 0 U) J3 r CO) LLI W U.. WC) 2� 9-1 U- CO) 10. W M Z- 0 Z I-- I W W 5 CO. 0 — WW LL 0 Z U) 0 Z INSPECTION RECO�tb) ' Retain a copy with permit�� �2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I" fkC Type of Inspection: Address: // nn/l Date Called: Special Instructions: Date Wanted: / �q IV /, o p.m. Requester: Phone No: p Ll Receipt No.: Date: r i S Z W 2 UO 0 w� N IL W } O } �J U. D H W ZF F- O W F- �p Cl) O F- W W'. H O Lll Z U CO'. O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit r i INSPECTION NO. Y E TIN I CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )4 1 -3670 j ? ' i r 'ei / t' �l w Type of Inspection P 17, 4 "-V� '"' Ad ress: � Date Called: 10 iuou Special Instructions: Date Wanted: I rrt Requester: Phon No: Receipt No.: Date: I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Z SZ F W M W 00 C O 0 • co W J � LL W O. 9a _° H= Z �— F- O W H-. 2p UJ U ON 0 F- W W, U- O ui Z O I•-. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proect Project j � Type o spection; A dress: Date CalleV Special Instructions: Date Want d a.m. Requeste Ph - e17 Corrections required prior to approval. nApproved per applicable codes. COMMENTS: -- -------- AA Inspector: Date* $58. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date. LU: JU 00 too CO) LU LLJ :C U- W 0 95 U- < Cf) =) CY UJ 0 z �- W LLI 5 � co .0 93 LLI Lu X . U- Z liJ Cl) . Z Jan 20 2006 4:38PM CWA CWA CONSULTANTS, P.S. STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 360 - 871 -5633 P.1 2� 8675 E. Caraway Road, Port Orchard, WA 98366 (360) 871 -5433 FAX: (360)871-5633 E -Mail: chuck.cwa@Yerizon.nct January 20, 2006 RECEIVED CITY OF TUKWILA TO: Andrew Goble — Tritec Homes FEB 2 3 2006 FROM: Chuck Williams SE, CWA Consultants PERMIT CENTEh SUBJECT: Shear Wall Connection Using Sheathing Extra height sheathing, 9' for 8' high walls and 10' for 9' high walls, may be used as a substitute for the required A35 connectors prescribed for the shear wall to top plate connection. The sheathing should overlap the rim member above the shear wall a minimum of 6 ". The nailing between the sheathing and the rim member should be as required for the shear wall below. I hope this satisfies your inspector's concerns. Please don't hesitate to contact me if there are any further questions, Sincerely, ES 3. WrL Charles J. Williams, SE Z H Z: OC 2 u� M 00 Cl) 13 C0 Uj J � C0 U . w 0 LL Q cf) W. H 0 w ~ W � o U Co . 0 � F- w W: N U P z EXPIRES 'i Sep 29 05 03:36p i t i mr;Orm"; Andrew (253) 946 -4885 p.1 ) 00, 5 - 2- �O/ • 1^I�GG 1-1 O M c- S To: Dave Larson From Andrew Goble 1 Company: City of Tukwila Comparry: Tritec Homes, Inc. Fam (206) 439 -3665 Page 3 Phalle (206) 439-3678 Dative: 9/29/2005 Re: Chinn Lot I&Geotech Report CC: I Andrew Y Z H: � W D J U' U O: CO 0. UJ J � N O U. W J : N D; = CY �.. w Z ~. z O. W 2 5. U� !O SO; �H W uJ u O ..Z W U= O E- Z SEP 2005 BUILDING DEPARTMENT PO Box 951 Sumner, WA 98390 (253)863 -7708 Fax(253)863 -7796 Sep 29 05 03:36P ' ­1 4 vW.J J4 Andrew 09/12/2005 16:41 4258441907 # 4 Cornerstone 1W Geotechnical 17626 - 130th Ave NE, C102 WoodInville, WA 98072 Ph (425) 844-1977 Fax: (425) 844-1987 (253) 846-4885 P.2 hom :S PAGE V CORNERSTONEGMTECHNI PAGE 02 Field Report Inc. Ora File No, P(0*ft.Tr;)e,L - 1-4\,;\O� - Date: 01) -8 104 i-- r Report No: Purpose of \Asft: Page of ey; Irw e) � 4- ireol A I sl ev INWA 01 Signature: Z LLI U 0 : U0. W= CO) u- 10 LL N D a 3: Z �- 0 R W 5 D 0 Q ( f) 0— 0 1-- WW U- UJ U ) y Z i lal,.�ar o fir*, base, R=ekrwct -iiw owa.. i,—. -- - _._ sup® ana Pimm uerp Ina Oawd July 2Q. 2W2 Wo ueorecrocal, Inc. M95 -MMU, r ,$W • WmdVMkWA. MW? 1853 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEA THIS NOTICE IT IS DUE TO THE QUALITY OF THE 1 i� 0 20 �0 L... E p r sy� S �q )0jr L EGEND Wwtar nndApprainute location of Tsal RI Site Plan W m Q� to .N O ED M; � EA CO CL) :�. r : N :Ln =mr i btM E°o7 4I =n CO. co C, C. E8 , -Z (n O rr m O 3 -A rT i m u z U1 i co f � Q1 1 1 � m m Ln D G) m ' T rr t9 � G "t1 W King County Deluu•I+de:ul of De:ve:lopmeelt ouzel Environmental Services 900 OitLesJulu Avenuc Southwest 14:11to►►, WA 98055 -1219 LATERAL DESIGN GOMPLIAt I: + !' ECiCLIST For Wse with the. 2003 IBG ME`I'I SIMPLIFIED Introduction AECEIYED CfTY OF TUKWILA JUL - 6 2005 PERMIT CENTER The lateral design provisions of the 2003'edition of the International Bt, . Sla Code (IBC) differ significantly from previous editions of the Uniform Building Code. Generally, the lack of a prescril a !,tibmittal format for required engineering analysis results in varying submittal formats often difficult to interpret h. purpose of tills checklist is to provide a tool to review staff to assist in the`plan review process to assess compliance. kii , IBC Section 1609 and Section 1615. If (he lateral design is based on the simplified method in part qr whole, ple . ,E: t .:i oplete the front and backside of the attached second page and submit it along v Ith the lateral calculations. The I►: ..:emits both analytical and simplified approaches for both wind and seismic I4f eral design. This checklist pertains only to � simplified methods of IBC Section 1609.6 and Section 1617.5. Both are addressed separately. Simplified Wind Load'Design Method: Performance Gi'ii• 0 is isC Section 1609.6 establishes building and site criteria necessary in ordi .r•tQ use the simplified method. These criteria are as follows: '1. Tile structure is an enclosed building. ' 2. The building must not have a mean roof height in excess of 60 feet. 3. The roof height cannot exceed the least horizontal dimension of the building. 4. The building cannot be situated on top of a hill or escarpment. over 60 feet in height for Exposure B, and 30 feet for exposure C. The maximum average slope does not e;:ceed 10 percent. in addition the hill or escarpment is unobstructed by other topographic features fora distance from the high point of 50 times the height of the hill or 1 mile, whichever is less. 5. Tile building is a simplified diaphragm building per IBC Section 1609.2 6. Tile building is not a flexible structure with dfu[ldamental period greater than 1 second. 7. The building has no special joints or separations. e. The building has requiar shape and Is approximately symmetrit:ai in cross section and in each direction. 9. Roof slopes do not exceed 45 degrees. for gable roofs or 27 degrees for hip roofs. Simplified Seismic Load Design Method: Performance Criteria IBC Section 16 allows for the simplified seismic desigri based on the following formula: V= 1 .28DS W . R IBG Section '16'16.6.1 outlines the criteria limiting the use of the simplified method according to the following criteria: 1. Structure is Seismic Use Group I. 2. Building is of light frame construction and does not exceed three stories in height, excluding basements. 3. Buildirigs,of any construction other than light- framed construction, not exceeding two stories in height, excluding'basements, with flexible diaphragms at every'level as defined in IBC Section-1602. Alternative use of ASL 7 -02 For Wind and Seismic Load Design: This worksheat addresses the requirements of the Simplified Method specific to IBC Section 1609:6 and Section 1617.5. Alternatives to the simplified method are contained in ASCE 7 -02. Wind load design IBC section 1609.1.1 provides for structures designed in accordance with the provisions of ASCE 7 -02, Section 6. As appropriate, you may choose to use one of the three methods described in ASCE7 -02, which are Method 1 — simplified wind load design method procedure, Method 2 analytical procedure and Method 3 — wind.tunnel procedure. Fur seismic load design, IBC Section 1614.1 provides for structures designed in accordance with the provisions of ASCE7 -02 Sections 9.1 through 9.6, 9.13 and 9.14. Besides the simplified seismic load design method, alternative procedures such as equivalent static lateral force analysis. and all types of dynamic response analysis may be if you use the alternative methods for. both wind and seismic specified in ASCE 7 - 02 other than the simplified method described above, this checklist Is not required. However, please provide a sheet to the calculations detailing which alternate method is used. continues reverse 2003 1CadesSimplifiedMetiiod.due -08118/2004 Z �z �w 2 �v 00 CO 0 CO H NU. w 0 LL Q Cl) D = 0 �. w Z F_ 0 Z t- w �o U CO 0 F_ wW �U LO lU Z CO 0 O F' Z ."IN IRC Design critetia 1. Buildings and structures, and all parts thereof, shall be constructed to safely support all loads, including dead loads, live loads, roof loads, flood loads, snow Idads wind loads and seismic loads as prescribed by this code. The construction of,buildings and structures shall rest ilt In a.system that provides a complete load path capable of transferring all loads from their point of origin through the Ided- resisting elements to the foundation. R301.1 As an alterriatfve to the requlrements In Section R301.1 the followitig standards are permitted subj &ct to the limitations of this code and the limitations therein. Where engineered design 18 used Irl conjunction with these standards the design shall comply with the, International Building Code. 1, American Forest and Paper Association (AF &PA) Wood Frame Construction Manuel (WFCM). 2. American Iron and Steel Institute (AISI), :standard for Cold-Formed Steel Framing— Prescriptive Method for One- and Two - family Dwellings (COPS /PM). R301.1.1 2. Table R301.2(1) as Adopted for Unincorporated King County. King County Code Title 16.05.040. CLIMATIC AND GEOGMIHIC DESIGN CRITERIA FOR KING COUNTY around Wind. Seismic Subject to darnage from Winter Ice- Flood Air Mean Frost snow speed . design design shield - freezing annual Weathering line Termite Decay hazards load (mph) category temp. tequired Index temp, depth 12 Slight D1 or Slight 100 to �aries� 85 Moderate 1,00011 to 25 No Varies 50 D2 to Mod, 250 elev. Mod. 1. The "Snow Load Analysis for Wash Ington` Second •Edition (1995), published by the Structural Engineers Association of Washington, shall be used In determining snow load except where the department determines by public rule that a different standard is necessary to protect the public health and safety. The minirhum roof snow load shall be 25 pounds per square feet. 2. Seismic design category shall be DI for areas of unincorporated King County to the east of the Snoqualmie River as it traverses from the King County — Snohomish County Iine'to the city limits of east of the town of Snoqualmie, east of the Snoqualmie Parkway and the Echo Lake - Snoqualmie Cut -off SE a§ they run from the city limits or the town of Snoqualmie to State Highway 1S and to the south or east of State Highway 1a. All other portions of unincorporated King County shall be selsMlc design category D2. 3. The frost line depth shall be considered to be 12 inches for sites up to an elevatlgn oi?'1000 feet above sea level. For sites over 1,000 feet above sea level a specific site analysis may be required. •4. Flood hazard within King County varies. See the flood hazard code provisions of KCC 21A.24. 4 z Z. '~ w � W U. 00 w: C0 LL w L L rn 2 H- _ z i- W O 2 �. U ON W w' v LL ~O. W Z U CO) O H- Z avip of otep r-roceaure i,ner [ ror wino Loaa uestgn ny I: 5lmp1111fied St ep 2 Qttestibn I-lave you used the 3- second gus wind speed of 85 MPH in your design? What is the importance used in your design? What is the Exposure used? 3 4 5 d What is the mean of the building? .. height What is the Exposure Adju Coefficient used? Has the building been segmented into the specific zones pursuant to the guidelines of IBC Figure 1609.6.2.1 ? From IBC Table 1609.6.2.1 (1), What are the wind design wind pressures used for the following zones: Horizontal Pressures Zone A Zone B Zone C Zone D Vertical Pressures 7 Zone E Zone F Zone G Zone H Overhang Zone Eot-i Ovarliang Zone GoH Have the wind pressures for 8 various building zones been applied? Background Information Basic wind speed for most of Kin County is 85 mph. per Table R301.2 (1) and IBC Figure 1609. Importance factor, Iw, pursuant to IBC Section 1609.5 and Table '1604.5. Exposure category per IBC Sectic 1609.4 for all building exposure quadrants. Most of King County utilizes Exposure B with the exception of commercial applications where Exposure C is assumed unless justifying documental1r)n Is provided by the en;i: .:x to use a different exposure t.ai Building height. J Answer A yes ❑ No r no the wino ,peed used 4i,' [.d =?w W ilre os ❑ C ❑ )ther (State) Comment Feet _ = E.A.C. Exposure Adju."Ament Coefficient (EAC), from IBC Table 1609.6.2.1 (4) based on mean roof height. Based on the main wind force resisting system (MWFRS) and illustrated in IBC I igure 1609.6.2.1, sections of the building are now zoned to receive different wind loading conditions. The MWFRS.is comprised of the structural elements that are necessary for the overall stability of the building to resist lateral forces. IBC Sectlon 1609.2 add ASCE 7, Section 6.2 provides•forrhal definitions of what IBC Table 1609:6,2.1 (1)'specifies the design wind pressures, ps30, for both the transverse and Iongitudinal of the main Wind force resisting system for buildings less than 30 feet.in height and subject to Exposure B. For buildings over 30 feet in height or In Exposure C , the values from Table 1609.6.2.1.(1) will need to be- adjusted based on the formula: Ps =AIwPs30 k ! :s ❑ No I ,, r 6Dt.4 L. Has the design wind pressures been modified due to building height exceeding 30 feet or subject to Exposure C conditions? 1 ❑ Yes ❑ Application of modified design wind pressures to designated building zones as outlined in Steps 7 above.. Yes No Governing Lateral Force Of Each Building Level and Direction. please describe below: 2003 1CodasSimp1MsdMz1hod.doc -08 /1812004' Z Z �w QQ JU 00 W J U) L w 0 La CO = I .-w z� F_ O Z W U O U 0H ww u—' O Z U co H� O Z IS WIND AND SEi;MiC LATERAL�DESION CHECKLIST 20051130 King County Application No., ___ Engineer /Architect Seismic Design Performance Criteria Used: Simplified analysis••procedure }pursuant to IBC Sectlon 1610,6.1, Alternate design procedure tr -,m ASCE 7 -02, Wind Design Performance Criteria Used: Building and site meet criteria and simplified method used pursuant to IBC 1609.6. Alternate design procedure fmin ASCE 7 -02. Step by Step Procedures Checklist for Seismic Load Design by -Method I: Simplified Step Question Are you using the formul.-i specifled in IBC Section 1617.5? 1 2 3 4 5 What Is the design eis °.r +c response acceleration used? �I Has the seismic force' been determined for of tch level of the bullding? Are you dividing the ultimate base shear t 1.4 to get the allownt le working stress base shear? Have you calculatFA redundancy factor N ) esign Loads )lease specify the design 0 gads used for the building: )hear Wall Type 'lease specify which type or shear call is utilized In the lateral. lesign Background -Answer Comment Information Based on the ultimate base shear formula outlined above In the .scoping language, 0 Yes, 00 reference IBC Section 1617.5 for details. pertaining to the formula values. The design elastic response • accbleration, p� _ SDS„ for short period as = Sbs• modified with Section 1615.1.3:Sos =33 Sms where: Sms =Fa Ss per., IBC Section 1615,1,2 Vertical di6tributign of seismic forces at each level is Calculated pursuant to IBC Section 16.17,5.2 using the AYes,13 No fallowing formula: FX.- 1 .2S6 s Wx R . Ultimate base shear may be adjusted per IBC Section 1605.3 )<Yes Cl No Check for redundancy p, per IBC Section 1617.2.2. Yes Gd No Roof = psf ltion Walls /Pa s = � psf Floor = psf Flat roofs 15 5 °10 slope with z 30 Ibs snow load, 20% snow load Storage area: 25% of reduced floor live load = psf Fixed mechhnical /permanent equipment = psf Segmented Force Transference around openings (requires engineering details) Perforated (requires engineering details) 003 ICodesslmpflnedMethod sic • - 0811812004 z 3:z � D �w 00 v w� CO) U_ w 0 � Fw F- 0 Z w �5 �o U .O - 0 }_ LLI W LL o Z UN H =. O z �S ].Wr 1 i H'A S �� aF H�,yc �' 2 35473 r1;�� N .G i - SS IONAt tip' EXPIRES P3- FILE COPY REVIEWED FOR CODE COMPLIANCE 401 ��►�o�� AUG 162005 Lateral Load Analysis for: Deli Utllirnited Lj T ;fia MON Plan 2470A/2 RECMM CnY OF TUKIMU4 Western Washington Default J U L ` 6 .2005 Per 2003 IBC usingQlat v 4 .0 pERMITCENTER Seismic Design Category D Site Class D M 0.865 R 6.5 (OSB) r .. `B' �S ].Wr 1 i H'A S �� aF H�,yc �' 2 35473 r1;�� N .G i - SS IONAt tip' EXPIRES P3- FILE COPY REVIEWED FOR CODE COMPLIANCE 401 ��►�o�� AUG 162005 Lateral Load Analysis for: Deli Utllirnited Lj T ;fia MON Plan 2470A/2 RECMM CnY OF TUKIMU4 Western Washington Default J U L ` 6 .2005 Per 2003 IBC usingQlat v 4 .0 pERMITCENTER Seismic Design Category D Site Class D SDs 0.865 R 6.5 (OSB) Exposure `B' Wind Speed 85 mph (3 sec) Snow Load 25 psf June 15, 2005 This lateral design has been personally reviewed by me and it is in full compliance with the 2003 International Building Code. X05 -229 z JU 00' cf) 0 W= J f.. N O W U- a' CO d LLI z� z� w LLI � o oN o F- ~ 0; _ ui 0� z 4 � 87 785 -2885 2478A2 X 4 Storg 2 IM U 1 Y B 26.0 1 11 ,,� , WWalls : [ /16" Wood Structural Panel w/ 18d Box [Gr III S pecies ]= Holddowns: [ Simpson Strong -Tie Holdown] [ Gr III S ecies Struts : [ Simpson Gnnctr 3 -M- Exceeds maximum table value 3 64.4 Walls [ 7/16" Wood Structural Panel w/ 10d Box [Gr III S]�ecies 7= Holddowns: [ Simpson Strong Tie Holdown] [ Gr III S ecies Struts : [ Simpson Cnnctr 3 *- Exceeds maximum table value 07-05 -2005 247002 1 -} Stops 1 2 3 Y 38.0 64.0 LI 1 2 i 2 1 2 i i +* ............................ B26.0 1 1 ....... 2 1 i .. .. *+ ...... .. ..... i i 2 Walls [ 7/16" Wood Structural Panel w/ 10d Box [Gr III S]�ecies 7= Holddowns: [ Simpson Strong Tie Holdown] [ Gr III S ecies Struts : [ Simpson Cnnctr 3 *- Exceeds maximum table value � [ Shear Wall Schedule ] [Gr III Species ] [ 7/16" Wood Structural Panel w/ 10d Bo:ti] r .a_ I - L 011GG1.L VV GL J. .L 1 V U C 5 J -- GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 2 in ( 610mm) cc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C- C /C- D /Struct II Plywood. 2) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls >0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5 ) Framing to be a maximum of 16 in ( 610 mm) o . c . for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear wails that use GWB (shear walls 1 and 2). 7) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. Z W , WD JU UO N 0 -J X H Co LL WO } 5. � Q s d _-- _ z F - �- O Z I— w U O N o F- s =W � O — Z W U i z H . f _ . i Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes 4 [Thick (side)] (in oc) (in cc) (in oc) (in cc) (K1f) 1 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 P_35 @24 w/12 -8d 0.23 1 2 7/16" OSB(1) 10d @ a 5/8" @ 32 16d @ 3 A35 @16 w/12 -8d 0.34 1 3 7/16" OSB(1) lod @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 -8d 0.45 1,3,5 a 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w/12 -8d 0.60 1,3,5 S 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 6 7/16" OSB(2) lod @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -6 7 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w '.2-8d 1.20 1 -6 r .a_ I - L 011GG1.L VV GL J. .L 1 V U C 5 J -- GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 2 in ( 610mm) cc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C- C /C- D /Struct II Plywood. 2) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls >0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5 ) Framing to be a maximum of 16 in ( 610 mm) o . c . for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear wails that use GWB (shear walls 1 and 2). 7) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. Z W , WD JU UO N 0 -J X H Co LL WO } 5. � Q s d _-- _ z F - �- O Z I— w U O N o F- s =W � O — Z W U i z H . f _ . i t y 1 a r rr r__ _ i L 11S /.L VLV -1; �.J t..liV \,{, 6.�i1.. lil LLl IJ I.J V... Vria.. ri 1 [ Simpson Strong -Tie Holdown] 1 [ Simpson 1 .004 Catalog ] [ Simpson 2003 Catalog ] Foundation Level Other Levels HD Type Stud Fastner Anchor Cap Detail # # Type to Stud Bolt Kips Number 1 STHD8 (2) 2x (24) 16d - -- 2.37 1.27 2 STHD10 (2)2x (28) 16d - -- 2.99 - 3' STHD14 (2) 2x (3 8) 16d - - - 4.43 2.54 a PHD6 (2) 2x (18) SDS3 7/8 S.86 .� .30 5 PHD8 (2) 2x (24) SDS3 7/8 6.73 5.80 6 HDQ8 4x (20)SDS3 7/8 8.33 7.63 7 HD10A 4x (4)7/8"qb 7/8 "(.b 9.54 8.92 .8 HD14A 4x (4) 1" 0 1" 11.08 11.60 9 HD15 6x (5) 1" 95 1 -1 /4110 15.30 15.30 - MU.LUUw11 J L 1St 111 OLJ=' L=;� J — [ Simpson Strong -Tie Holdown ] F L [ Simpson 2003 Catalog ] Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number 1 CS18 (36") 2x (18) 10d - -- 1.27 2 (2) CS20 (36") (2)'2x (18) 8d ea - -- - 3 (2) CS18 (36") (2) 2x (18) 10d ea - -- 2.54 .a _ a �� (2) CS16 (_8 ) (2) 2x (�8} 8d ea ___ .� .30 5 MST72 3x (56) 16d ea - -- 5.80 6 2)MST48 (2) 3x (42) 16d ea - -- 7.63 7 2) MST6 0 (2) 3x (46) 16d ea --- 8.92 8 2)MST72 (2) 3x (56) 16d ea - -- 11.60 9 HD15 6x (5) 1"0 5/4 15.30 [ Holddown Notes ] GENERAL NOTES a) Minimum concrete ccmpresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown : 2.; & 4.. (3 8mm .c and 89mm x j - - - :.F2 or better 5: ( 140mm ) - - - $1 or better f) The anchor t_rpe holadowns at other levels shat= have a ?pair, one above and one below, tied by w threaded _ca. "?se 5" U `_cr STUDB cmuDi npu _or cTunI 0 and STHDI4P_i =or crrHD� a j ;where rim =cists are _nszzl_ed. ___e szud fasze_ er ;o_ yTVD' s a_. 'ce _6d s - -rakers . _mum stem :va__ zc be �" side =cr _- tizor_ bu__d =rags, 3" �iae .or . u.__Z_ =1a a wr- cG more szcr es Z �Z LU J V U O. U U _J �. W O } J LL U d W ? F- I-0 . w �D o o F- w � CO) O Z F [ Drag Strut Schedule ] [Gr. I /II Species] [ Simpson Cnnctr ] [ Simpson 1996 Catalog ] DS # Conn Type Drag Strut Fastner to Cnnctr Thru Rod Cap Kips Note No. A 24" -CS16 DBL TOP PL (22) -10d -- 1.65 1 B (2)24" -CS16 DBL TOP PL (22) -10d ea -- 3.30 1 C (3) 24" -CS16 4x 6 (22) -l0d ea -- 4.95 1 D 155 CMST14 4x 6 (88) -10d -- 6.79 1 E 202 CMST12 4x 6 (118) -10d -- 9.64 1 F (2) -HD14A 4x 6 ea (4) - 1 1 11.08 2 G (2) -HD15 6x10 ea (5)- 1" 1 -1/4 "0 15.30 2 H (4) -HD10A 6x10 ea W-7/8 7/8 19.80 2 I (4) -HD15 6x10 ea (5) - 1 1 -1/4 30.61 2 r � L 1J 1. CL%j O l.. 1. u l.. 1V V U C J J GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. i 1 Z J U UO co 0 wi. N 0 W L Q co d z Z O, w w 25 D o.. O N LLO z l w U— O 'Z 3 - { Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 10:08:51 File: 2470A2 Date : 07 -05 -2005 Page: 1 ------------------------------------------------------------------------- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis i Story Line Wall SW LtHD RtHD 2 1 1 1 - - .: 2 3 1 1 - - 1 1 1 2 1 1 is 1 2 1 1 - - 1 3, 1 2 1 1 j. 1 t 3 2 2 1 1 * Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None required, HD selection based on file: HCWA.TBL 1 . OCWA.TBL t, 1 t. l f I . I: i 4 i Designs Unlimited WOODCAD QLAT (Pro V4.0) ' Time : 10:08:51 File: 2470A2 Date : 07 -05 -2005 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 1 - - 2 A 2 1 - - 2 A 3 1 - - fifi 2 A 4 1 - - 1 2 B 1 1 1 1 ! 2 B 2 1 1 1 2 B 3 1 1 1 2 B 4 1 1 1 ,.: 2 B 5 1 - - 2 B 6 1 - - - 1 A 1 1 1 A 2 1 1 A 3 1 - - ` 1 A 4 1 - - 1 B 1 1 2 1 1 B 2 .1 1 2 :. 1 B 3 1 1 1 1 B 4 1 1 1 :., 1 B 5 1 1 - { *:Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None.required HD selection based on file: HCWA.TBL {.. I ' f 1 4 . { i OCWA.TBL c - Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07 -05 -2005 Page: 1 of 5 SUMMARY SHEET SEISMIC DATA: Manual i BSF Y -Axis = 0.183 BSF X -Axis = 0.183 I Snow Factor = 0.250 WIND DATA: Manual Wind Exposure = B Wind Speed - 85 Structure = Encl /Unencl Imp Factor = 1.00 Load Summary to Y to X Ht (ft) Level (K) DL Seis Wind DL Seis Wind - - - - - -- - -- 2 - 30.1 7.1 0.0 27.1 6.2 0.0 8.1 - Story 2 --- - - - - -- -- 1 - 24.9 2.9 0.0 18.7 2.2 0.0 8.1 - Story 1 Y.. is y { i i 1 Base Total 10.1 0.0 8.4 0.0 Z Z u =Y v O� CO )w J N W O, L L to = W Z O 5 W i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07-05-2005 Page- 2 of 5 INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis DiS DiS Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y-Axis X x Y Story 2 Line I Wall 1 0.0 0.0 3.0 8.1 23.0 23.0 0.015 0.0 1.0 0.0 Line 3 Wall 1 64.0 64.0 0.0 8.1 22,0 22.0 0.015 0.0 1.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 8.5 9.0 17.5 17.5 0.015 0.0 1.0 0.0 Line 2 Wall 1 38.0 38.0 12.5 9.0 11.5 11.5 0.015 0.0 1.0 0.0 Line 3 Wall 1 64.0 64.0 0.0 9.0 8.5 8.5 0.015 0.0 1.0 5.0 Wall 2 64.0 64.0 13.5 9.0 8.5 8.5 0.015 5.0 1.0 0.0 WALLS Parallel to X-Axis Y Y x Story 2 Line A Wall 1 0.0 0.0 5.0 8.1 14.5 14.5 0.015 0.0 11.0 5.0 Wall 2 0.0 0.0 24.5 8.1 8.5 8.5 0.015 5.0 11.0 0.0 Wall 3 0.0 0.0 45.0 8.1 6.0 6.0 0.015 0.0 11.0 6.0 Wall 4 0.0 0.0 57.0 8.1 7.0 7.0 0.015 6.0 11.0 0.0 Line B Wall 1 26.0 26.0 0.0 8.1 3.5 3.5 0.015 0.0 1.0 8.0 Wall 2 26.0 26.0 11.5 8.1 3.5 3.5 0.015 8.0 1.0 0.0 Wall 3 26.0 26.0 27.0 8.1 3.0 3.0 0.015 0.0 1.0 5.0 Wall 4 26.0 26.0 35.0 8.1 3.0 3.0 0.015 5.0 1.0 0.0 Wall 5 26.0 22.0 44.0 8.1 7.0 7.0 0.015 0.0 11.0 6.0 Wall 6 26.0 22.0 57.0 8.1 7.0 7.0 0.015 6.0 11.0 0.0 Story 1 Line A' Wall 1 0.0 0.0 0.0 9.0 4.5 4.5 0.015 0.0 7.0 5.0 Wall 2 0.0 0.0 9.5 9.0 6.0 6.0 0.015 5.0 7.0 0.0 Wall 3 0.0 0.0 31.0 9.0 6.0 6.0 0.015 0.0 7.0 2.0 .Wall 4 0.0 0.0 39.0 9.0 25.0 25.0 0.015 2.0 11.0 0.0 Line B Wall 1 26.0 26.0 0.0 9.0 3.5 3.5 0.015 0.0 7.0 8.0 Wall 2 26.0 26.0 11.5 9.0 3.5 3.5 0.015 8.0 7.0 0.0 Wall 3 26.0 25.0 27.0 9.0 3.0 3.0 0.015 0.0 6.0 5.0 Wall 4 26.0 25.0 35.0 9.0 3.0 3.0 0.015 5.0 6.0 0.0 Wall 5 26.0 22.0 38.0 9.0 8.0 8.0 0.015 0.0 11.0 16.0 z 3: Z ui 2 D .3 C.) 50 CO a, co W, Lu CO W WO Ei u. cf) Cy W 0 UJ Lu co, �O a W U J X u LL O. Z UN �f :t Designs Unlimited WOODCAD QLAT (Pro V4.0) =; Time 11:27:38 File: 2470A2 Date 07 -05 -2005 Page: 3 of 5 i3 INPUT DATA Diaphragms y Build Dead Part Live Start Cant Ext Roof Slope K Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) �. LINES Parallel to Y -Axis Roof Level Lines 1 3 26.0 0.015 0.000 0.000 0.0 0.010 4.2 4.2 Level 1 ' 6L: Lines 1 2 26.0 0.010 0.000 0.000 0.0 0.010 0 0 !' Lines 2 3 26.0 0.010 0.000 0.000 0.0 0.010 3.8 3.8 LINES Parallel to X -Axis Roof Level i Lines A B 64.0 0.015 0.000 0.000 0.0 0.010 3 3 Level 1 Lines A B 64.0 0.010 0.000 0.000 0.0 0.010 3 3 f 1 i j t j i i i' { 1 1 1 t 1 i f f i i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:38 File: 2470A2 Date : 07-05-2005 Page: 4 of 5 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght /1.4 /1.4 W (K) M (K) (K) WALLS Parallel to Y-Axis S,tory 2 Ln 1 3.6 0.0 Wall 1 0.155 0.000 0.4 0.4 0.0 Ln 3 3.6 0.0 Wall 1 0.162 0.000 0.4 0.0 0.5 Story I Ln 1 4.5 0.0 Wall 1 0.258 0.000 0.5 0.3 0.0 1.3 1.3 Ln 2 1.5 0.0 Wall 1 0.128 0.000 0.8 0.7 0.0 Ln 3 4.1 0.0 Wall 1 0.241 0.000 1.1 0.0 0.0 1.8 1.7 Wall 2 0.241 0.000 1.1 0.0 0.0 1.7 1.8 WALLS Parallel to X-Axis Story 2 Ln A 3.1 0.0 Wall 1 0.087 0.000 0.6 0.2 0.3 Wall 2 0.087 0.000 1.0 0.0 0.4 Wall 3 0.087 0.000 1.4 0.2 0.0 Wall 4 0.087 0.000 1.2 0.3 0.0 Ln B 3.1 0.0 Wall 1 0.116 0.000 2.3* 0.0 0.2 0.8 0.7 Wall 2 0.116 0.000 2.3* 0.0 0.0 0.7 0.8 Wall 3 0.116 0.000 2.7* 0.5 0.3 0.8 0.8 Wall 4 0.116 0.000 2.7* 0.6 0.4 0.8 0.8 Wall 5 0.116 0.000 1.2 0.6 0.0 Wall 6 0.116 0.000 1.2 0.5 0.0 Story 1 Ln A 4.2 0.0 Wall 1 0.101 0.000 2.0 0.0 0.0 Wall 2 0.101 0.000 1.5 0.0 0.0 Wall 3 0.101 0.000 1.5 0.2 0.0 wall 4 0.101 0.000 0.4 0.2 0.0 Ln B 4.2 0.0 Wall 1 0.200 0.000 2.6* 0.0 0.0 2.4 2.1 Wall 2 0.200 0.000 2.6* 0.0 0.0 2.1 2.4 Wall 3 0.200 0.000 3.0* 0.0 0.0 1.6 1.5 Wall 4 0.200 0.000 3.0* 0.0 0.0 1.5 1.6 Wall 5 0.200 0.000 1.1 0.0 0.3 1.1 -- S- Support required beneath holddown m-manaul input of holddown # Adjusted per Table 2305.3.3 ##Adjusted per 2306-4.1 7 z Z w 2� D �0 , 00 CO C w J C/) LL w0 95 LL < D a LU x Ul UJ 25 O Co w U , L ) 0 LLI Z, U Co` 0 Designs Unlimited WOODCAD QLAT (Pro V4.0) .Time : 11:27:38 File: 2470A2 Date : 07 -05 -2005 Page: 5 of 5 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL ..LINES Parallel to Y -Axis Roof Level Lines 1 3 2.5* 7.14 0.00 0.14 -0.14 0.00 0.00 2.2 .50 Level 1 Lines 1 2 1.5 1.90 0.00 0.04 -0.04 0.00 0.00 0.3 .50 Lines 2 3 1.0 1.05 0.00 0.02 -0.02 0.00 0.00 0.1 .50 LINES Parallel to X -Axis t . Roof Level Lines A B 0.4 6.24 0.00 0.05 -0.05 0.00 0.00 Level 1 Lines A B 0.4 2.16 0.00 0.02 -0.02 0.00 0.00 0.3 .50 0.1 .50 t i s • Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 1 Page: 1 Detailed Calculations * * * * * * * * ** l WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 8.1 SW Len 23.0 HD Len 23.0 Wt 0.015 Seismic Wind Wall Force: 3.571 0.000 OTM 30.999 0.000 j Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.348 RT -1.348 LT 0.000 RT 0,000 Res Moment: LT 30.689 RT 30.689 LT 24.190 RT 24.190 Holddown LT 0.014 RT 0.014 LT -1.052 RT -1.052 Story 2 Line 3 Wall 1 Height 8.1 SW Len 22.0 HD Len 22.0 Wt 0.015 Seismic Wind + Wall Force: 3.571 0.000 OTM 30.909 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.405 RT -1.405 LT 0.000 RT 0.000 Res Moment: LT 28.078 RT 28.078 LT 22.132 RT 22.132 Holddown LT 0.129 RT 0.129 LT -1.006 RT -1.006 Story 1 Line 1 Wall 1 Height 9.0 SW Len 17.5 HD Len 17.5 Wt 0.015 Seismic Wind Wall Force: 4.521 0.000 OTM 42.636 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.436 RT -2.436 LT 0.000 RT 0.000 Res Moment: LT 18.873 RT 18.873 LT 14.876 RT 14.876 Holddown LT 1.358 RT 1.358 LT -0.850 RT -0.850 i Story 1 Line 2 Wall 1 Height 9.0 SW Len 11.5 HD Len 11.5 Wt 0.015 Seismic Wind Wall Force: 1.475 0.000 OTM 14.555 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.266 RT -1.266 LT 0.000 RT 0.000 Res Moment: LT 8.150 RT 8.150 LT 6.424 RT 6.424 Holddown LT 0.557 RT 0.557 LT -0.559 RT -0.559 Story 1 Line 3 Wall 1 Height 9.0 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 2.048 0.000 OTM 19.379 0.000 Uniform DL: 0.010 0.010 - Header DL : LT 0.000 RT 0.025 LT 0.000 RT 0.025 Max Down LT -2.280 RT -2.305 LT 0.000 RT -0.025 Res Moment: LT 4.452 RT 4.633 LT 3.510 RT 3.652 Holddown LT 1.756 RT 1.735 LT -0.413 RT -0.430 z Z _3 0 0 0 wF CO U- W O U- ?. N �w zF �-- O z E-- 5 U� O Cl) w W z U N z 'Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07-05-2005 Page: 2 WALLS Parallel to Y-Axis Story 1 Line 3 Wall 2 Height 9.0 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 2.048 0.000 OTM 19.379 0.000 Uniform DL: 0.010 0.010 Header DL : LT 0.025 RT 0.000 LT 0.025 RT 0.000 Max Down : LT -2.305 RT -2.280 LT -0.025 RT 0.000 Res Moment: LT 4.633 RT 4.452 LT 3.652 RT 3.510 Holddown LT 1.735 RT 1.756 LT -0.430 RT -0.413 i. Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 3 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 8.1 SW Len 14.5 HD Len 14.5 Wt 0.015 Seismic Wind Wall Force: 1.256 0.000 OTM 11.485 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.412 LT 0.000 RT 0.412 Max Down LT -0.792 RT -1.205 LT 0.000 RT -0.412 Res Moment: LT 25.601 RT 30.685 LT 20.179 RT 24.187 Holddown LT -0.974 RT -1.324 LT -1.392 RT -1.668 Story 2 Line A Wall 2 Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 0.736 0.000 OTM 6.732 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.412 RT 0.000 LT 0.412 RT 0.000 Max Down LT -1.205 RT -0.792 LT -0.412 RT 0.000 Res Moment: LT 11.778 RT 8.797 LT 9.284 RT 6.934 Holddown LT -0.594 RT -0.243 LT -1.092 RT -0.816 Story 2 Line A Wall 3 Height 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.520 0.000 OTM 4.752 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.495 LT 0.000 RT 0.495 Max Down LT -0.792 RT -1.287 LT 0.000 RT -0.495 Res Moment: LT 4.383 RT 6.908 LT 3.455 RT 5.445 Holddown LT 0.061 RT -0.359 LT -0.576 RT -0.908 Story 2 Line A Wall 4 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.607 0.000 OTM 5.544 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.495 RT 0.000 LT 0.495 RT 0.000 Max Down LT -1.287 RT -0.792 LT -0.495 RT 0.000 Res Moment: LT 8.912 RT 5.966 LT 7.024 RT 4.703 Holddown LT -0.481 RT -0.060 LT -1.003 RT -0.672 Story 2 Line B Wall 1 Height 8.1 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.404 0.000 OTM 3.591 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.060 LT 0.000 RT 0.060 Max Down LT -1.026 RT -1.086 LT 0.000 RT -0.060 Res Moment: LT 0.711 RT 0.889 LT 0.560 RT 0.701 Holddown LT 0.823 RT 0.772 LT -0.160 RT -0.200 z �Z �w a 2 JU U0 J = H CO LL wO �M u. Q D . =w z h- F- O z f- w 2: (3 O N ' ❑ I-' w W. �U . z. W U CO O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 4 WALLS Parallel to X -Axis Story 2 Line B Wall 2 Height 8.1 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.404 0.000 OTM 3.591 0.000 Uniform DL: 0.015 0.015 Header DL LT 0.060 RT 0.000 LT 0.060 RT 0.000 Max Down LT -1.086 RT -1.026 LT -0.060 RT 0.000 Res Moment: LT 0.889 RT 0.711 LT 0.701 RT 0.560 Holddown LT 0.772 RT 0.823 LT -0.200 RT -0.160 Story 2 Line B Wall 3 Height 8.1 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.347 0.000 OTM 3.078 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.000 RT 0.038 LT 0.000 RT 0.038 Max Down LT -1.026 RT -1.063 LT 0.000 RT -0.038 Res Moment: LT 0.522 RT 0.618 LT 0.412 RT 0.487 Holddown LT 0.852 RT 0.820 LT -0.137 RT -0.162 Story 2 Line B Wall 4 Height 8.1 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.347 0.000 OTM 3.078 0.000 Uniform DL: 0.015 0.015 Header DL : LT 0.038 RT 0.000 LT 0.038 RT 0.000 Max Down LT -1.063 RT -1.026 LT -0.038 RT 0.000 Res Moment: LT 0.618 RT 0.522 LT 0.487 RT 0.412 Holddown LT 0.820 RT 0.852 LT -0.162 RT -0.137 Story 2 Line B Wall 5 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.809 0.000 OTM 7.182 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.495 LT 0.000 RT 0.495 Max Down LT -1.026 RT -1.521 LT 0.000 RT -0.495 Res Moment: LT 5.966 RT 8.912 LT 4.703 RT 7.024 Holddown LT 0.174 RT -0.247 LT -0.672 RT -1.003 Story 2 Line B Wall 6 Height 8.1 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.809 0.000 OTM 7.182 0.000 Uniform DL: 0.165 0.165 Header DL : LT 0.495 RT 0.000 LT 0.495 RT 0.000 Max Down LT -1.521 RT -1.026 LT -0.495 RT 0.000 Res Moment: LT 8.912 RT 5.966 LT 7.024 RT 4.703 Holddown LT -0.247 RT 0.174 LT -1.003 RT -0.672 z �} z a , w JU 00 CO) wz CO) LL w 0 J C =w z F- }- O z i-- w �5 U 0. .O N- w w U LL LLi Z U CO O ~` z., ... Designs Unlimited WOODCAD QLAT (Pro V4.0) ` Time 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 5 WALLS Parallel to X -Axis } Story 1 Line A Wall 1 Height 9.0 SW Len 4.5 HD Len 4.5 Wt 0.015 { Seismic Wind Wall Force: 0.455 0.000 OTM 4.599 0.000 Uniform DL: 0.070 0.070 i Header DL : LT 0.000 RT 0.175 LT 0.000 RT 0.175 Max Down LT -1.022 RT -1.197 LT 0.000 RT -0.175 Res Moment: LT 1.764 RT 2.434 LT 1.391 RT 1.918 Holddown LT 0.630 RT 0.481 LT -0.309 RT -0.426 j Story 1 Line A Wall 2 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 i Seismic Wind Wall Force: 0.607 0.000 OTM 6.133 0.000 c Uniform DL: 0.070 0.070 Header DL : LT 0.175 RT 0.000 LT 0.175 RT 0.000 Max Down LT -1.197 RT -1.022 LT -0.175 RT 0.000 Res Moment: LT 4.029 RT 3.136 LT 3.176 RT 2.472 Holddown LT 0.351 RT 0.499 LT -0.529 RT -0.412 Story 1 Line A Wall 3 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 i Seismic Wind Wall Force: 0.607 0.000 s OTM 6.133 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.070 LT 0.000 RT 0.070 Max Down LT -1.022 RT -1.092 LT 0.000 RT -0.070 Res Moment: LT 3.136 RT 3.493 LT 2.472 RT 2.754 Holddown LT 0.499 RT 0.440 LT -0.412 RT -0.459 ' Story 1 Line A Wall 4 Height 9.0 SW Len 25.0 HD Len 25.0 Wt 0.015 Seismic Wind s Wall Force: 2.530 0.000 j OTM 25.552 0.000 Uniform DL: 0.110 0.110 Header DL : LT 0.110 RT 0.000 LT 0.110 RT 0.000 Max Down LT -1.132 RT -1.022 LT -0.110 RT 0.000 + Res Moment: LT 67.416 RT 65.078 LT 53.139 RT 51.297 Holddown LT -1.675 RT -1.581 LT -2.126 RT -2.052 i Story 1 Line B Wall 1 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.700 0.000, OTM 6.689 0.000 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.280 LT 0.000 RT 0.280 Max Down LT -1.911 RT -2.191 LT 0.000 RT -0.280 Res Moment: LT 1.067 RT 1.900 LT 0.841 RT 1.498 Holddown LT 1.606 RT 1.368 LT -0.240 RT -0.428 �z Q D UO fn O CO) CO) LL W L L (n d =w I-- p. z �-- UO CO a t- w w' H V LL 0 z U N Z s Designs Unlimited . WOODCAD QLAT (Pro V4.0) Time : 11:27:40 File: 2470A2 Date : 07 -05 -2005 Page: 6 WALLS Parallel to X -Axis Story 1 Line B Wall 2 Height 9.0 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.700 0.000 OTM : 6.689 0.000 Uniform DL: 0.070 0.070 Header DL LT 0.280 RT 0.000 LT 0.280 RT 0.000 Max Down LT -2.191 RT -1.911 LT -0.280 RT 0.000 Res Moment: LT 1.900 RT 1.067 LT 1.498 RT 0.841 Holddown LT 1.368 RT 1.606 LT -0.428 RT -0.240 ' Story 1 Line B Wall 3 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 i Seismic Wind Wall Force: 0.600 0.000 OTM 5.733 0.000 j Uniform DL: 0.060 0.060 Header DL : LT 0.000 RT 0.150 LT 0.000 RT 0.150 Max Down LT -1.911 RT -2.061 LT 0.000 RT -0.150 I Res Moment: LT 0.746 RT 1.128 LT 0.588 RT 0.889 Holddown LT 1.662 RT 1.535 LT -0.196 RT -0.296 4 Story 1 Line B Wall 4 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.600 0.000 OTM 5.733 0.000 Uniform DL: 0.060 0.060 j Header DL : LT 0.150 RT 0.000 LT 0.150 RT 0.000 Max Down LT -2.061 RT -1.911 LT -0.150 RT 0.000 Res Moment: LT 1.128 RT 0.746 LT 0.889 RT 0.588 i Holddown LT 1.535 RT 1.662 LT -0.296 RT -0.196 Story 1 Line B Wall 5 Height 9.0 SW Len 8.0 HD Len 8.0 Wt 0.015 ' Seismic Wind 1 Wall Force: 1.600 0.000 OTM 15.289 0.000 Uniform DL: 0.110 0.110 Header DL LT 0.000 RT 0.880 LT 0.000 RT 0.880 Max Down LT -1.911 RT -2.791 LT 0,000 RT -0.880 Res Moment: LT 6.664 RT 12.648 LT 5.253 RT 9.970 Holddown 4 I i i t i LT 1.078 RT 0.330 LT -0.657 RT -1.246 Z w . u� D . UO moo CO) Lu J CO) u- W O 15. LL < CO) =w F- O: W w DO U ON w Z UN F= _ O z V Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:42 File: 2470A2 Date : 07 -05 -2005 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall - - - -- - - -- - - -- - - ft - - - -- - ft - - - - -- - K - - - - -- K - - - - - -- 2 3 1 64.00 0.00 0.13 0.00 1 3 1 64.00 0.00 1.88 0.00 i , s. i f 1 V QQ J Z It to JU UO CO) O, CO) uj LU = ca LL W O -J LL Q = C! �. W ZF: H O' Z W D. p O CO ;J3 H` u IL. � 0, ltJ Z: Z Designs Unlimited 9 WOODCAD LAT Pro V4.0 4 ( ) Time : 11:27 :42 File: 2470A2 Date : 07 -05 -2005 { Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis RIGHT END SEIS WIND X Y Rt Rt DiS Dis HD HD �. Story Line Wall. ft ft K K 2 1 1 0.00 26.00 0.01 0.00 1 1. 1 0.00 26.00 1.37 0.00 2 3 1 64.00 22.00 0.13 0.00 2 64.00 22.00 1.88 0.00 QQ J Z It to JU UO CO) O, CO) uj LU = ca LL W O -J LL Q = C! �. W ZF: H O' Z W D. p O CO ;J3 H` u IL. � 0, ltJ Z: Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:42 File: 2470A2 Date : 07-05-2005 Page: 3 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to X axis LEFT END SETS WIND X Y Lt Lt DiS DiS HD HD Story Line Wall ---- ---- ft ------- ------- ft ------- K K ------- 2 A 3 45.00 0.00 0.06 0.00 ii 2, B 1 0.00 26.00 0.82 0.00 'I B 1 0.00 26.00 2.43 0.00 2 B 2 11.50 26.00 0.77 0.00 I B 2 11.50 26.00 2.14 0.00 2 B 5 44.00 22.00 0.17 0.00 1 B :5 38.00 22.00 1.12 0.00 j. t. 0, 4 j . Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:27:42 File: 2470A2 Date : 07-05-2005 Page: 4 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis RIGHT END SEIS WIND X Y Rt Rt DiS DiS HD HD Story Line Wall ----- ---- ---- ft ------- ------- ft ------- K K ------- 1 A 3 37.00 0.00 0.20 0.00 2, B 1 3.50 26.00 0.77 0.00 1 3.50 26.00 2.14 0.00 B 2 15.00 26.00 0.82 0.00 B 2 -:4 J i 15.00 26.00 2.43 0.00 SPEARS ENGINEERING & TECHNICAL SERVICES nt ,: i,.t:� .l3., ); "� 5.. : `i. ,� . ° ' y�r� z: � Y b•.t:. 1,�,: � . :�• ii i; NIC P: +, �v. ?, ��,. •� � �:+.., '. r: ':fit. .. 'iJkui i A . fit`. "a.: rt : '.: REVIEW MPA� E COD �cmr of Tulcwna► .000n"or� JUL - 6 2005 AUG 1 6 2005 PERMIT CENTER wlla U�.y Of l�IVI5IQN 'SUILDING vlsl --.-•- C)o6ozzi P.O. Box 1007 PHONE (253) 833.7967 AueuRN, WASHINGTON 98071 -1007 F AX: (253) 735 -2867 c,v\w\ FILE COPY r Z Iz w: Q �• U O" N 0 W :r N u- w 0. �a cam d W Z =. I-- 25 U0 0 co r' ww O .. Z. co U— � h i i SPEARS ENGINEERING & TECHNICAL SERVICES nt ,: i,.t:� .l3., ); "� 5.. : `i. ,� . ° ' y�r� z: � Y b•.t:. 1,�,: � . :�• ii i; NIC P: +, �v. ?, ��,. •� � �:+.., '. r: ':fit. .. 'iJkui i A . fit`. "a.: rt : '.: REVIEW MPA� E COD �cmr of Tulcwna► .000n"or� JUL - 6 2005 AUG 1 6 2005 PERMIT CENTER wlla U�.y Of l�IVI5IQN 'SUILDING vlsl --.-•- C)o6ozzi P.O. Box 1007 PHONE (253) 833.7967 AueuRN, WASHINGTON 98071 -1007 F AX: (253) 735 -2867 c,v\w\ FILE COPY r Z Iz w: Q �• U O" N 0 W :r N u- w 0. �a cam d W Z =. I-- 25 U0 0 co r' ww O .. Z. co U— � h SOS INS►EcnoN & TEsnNo SERVICES GE OTBCHNICAL E NGINEERINo C ONSTR/CT10N MATERIALS ENGINEERING CONSTRUCIION/PROJECT MANAOEMENT S PECIALIZING IN ROADS & BRIDGES hRTP : //VWVW.WEARS- ENOINEERINO TAbIE OF CONTENTS SPEARS ENGINEERING & TECHNICAL SERVICES TAk OF C-0 2 Su bsusd %aE 1nVmigAAom 3 Introduction: 3 Purpose; 3 Floor Slab -On- Grade: 7 Scope: 3 General: 3 Geology Of Area: 3 Climate Of Ara- 3 PROjEct Dmihplion 4 Fidel 6q> wuion 4 General Notes: 4 Drilling & Sampling Procedures: 4 Laboratory Testing Program: 4 Subswb cE CoN&&ms 4 General Notes: 4 Description Of Foundation Materials: 3 FouwWort Discussion And REco MMErdAT10KS 5 General Notes: 3 Foundation Design Recommendations: 5 Slope Stability Modeling A Analysis: 5 Slope Reoomarmdatiam: 6 Cons7RIW&N Costs mflora 6 Earthwo& 6 Strucbmt Fill: 6 Excavations: 7 Lateral Earth Pressures: 7 Floor Slab -On- Grade: 7 Groundwater Control: 7 Gooseismic Setting: g liquefaction Potential: 8 Sual" 8 GEOtECltracwl Gu*Pl NoTEs 9 Soil Property Symbols 9 Drilling And Sampling Symbols 9 Relative Density And Consistency Classification 9 Particle Size 9 Sim Plan wilt BoRirey L.oq Locouiotrs 10 San LDcr►Tion 1 1 Dymmic Slope SmUthy Awtlysis 12 BOWN4 Loo # 1 13 Bo&q Loq #2 13 Sire PhOTO # 1 14 Sam Novo #2 15 ShE PhoTo # 3 16 Sim Mow #4 17 P.O. Box 1007 PHONE (253) 833.7967 Report # 00001.037 Au sum, WASHmwoN 98071.1007 FAX: (253) 735 -2867 Page 2 of 17 z _~ �W u�] D JU U (n o J � N LL l U- (0 0 �W Z FZ- ZO 5 O N_ WW W O Z UJ c o O Z SEP INSPECTION & TESTING SERVICES GEOTECHWAL ENGINEERINO CON STRUCTION MATERIALS ENOINEERINO CONSMUCTION/PROIECT MANAGEMENT SPECIALIZING IN ROADS & B RIDOES HTTP: //W W W.SPEAP&ENGINEEIUNO.COM/ SUBSURFACE INVESTIGATION S PEARS ENGINEERING & TECHNICAL SERVICES I NTRODUCTION: This report presents the results of a soils exploration and foundation analysis for the proposed short plat at 16628 53` Avenue South in Tukwila , Washington. This investigation was conducted for Mr. Gilbert Chin. Authorization to perform this exploration and analysis was in the form of a verbal authorization to proceed from Mr. Chin. PURPOSE: The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering characteristics of the foundation materials and to provide criteria for use by the design engineers and architects in preparing or verifying the suitability of the foundation design. SCOPE: The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related literature; a reconnaissance of the immediate site; the subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. GENERAL: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed This report has been prepared for the exclusive use of Mr. Gilbert Chin and his retained design consultants. The findings and recommendations within this report are for specific application to the proposed project. All recommendations are according to generally accepted soils and foundation engineering practices. GEOLOGY OF AREA: The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Arents of the Alderwood association of soils. These soils have been so disturbed from urban development that they can no longer be classified as Alderwood series. Permeability in the upper soils in this area is moderately rapid and the erosion hazard is low. CLIMATE OF AREA: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of an annual precipitation of 45 to 55 inches per year, and a mean annual temperature of 50'F with a frost free season of about 200 days per year. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 Ausum, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 3 of 17 Z W. ! = z �U 00 . w W H to u- 0 �Q to D = a �W F- O W W V O oco O t— . WW H V u 0 UN O Z .. ,:�• :i...a , _ .,t. �.+u.:J;:r,:.u.aw,twffii" �t::ii,!,�rt?fFa6ri+`A.w:(r L.G1tWkxw.7 _ ,1:ia., o.-. ratiw ..w:�i.:&.:.:.,:vi26Y.,+«:ai • ain��:. Y2. G:Y;s.�iiw7:d1.::9`si47li�a.°+t 1:'•`.�,s,. INS PECTION $ TEsn SERVICES SPEARS GE OTECHNICAL ENOINEERINO CONSTRUCTION MATERIALSENGINEERINC3 ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT 1 SPEC1AUZING IN ROADS A BRIDGES TECHNICAL HTTP: //W W W. SPEARS£NG)NEERINO.COM/ SERVICES PRO DESCRI TION 1 P �W The purpose of this section is to enumerate details of the proposed structures. The following information was provided by the owner. The site is currently a single family residence which the owner is in the process of short platting into 5 single family residential lots. fa U O Conventional spread footings and slab -on -grade floors are contemplated Differential settlements are limited to 3 /, inch. C O a The site of the proposed short plat upon which this soils exploration has been made is located at 16628 53" Ave South in Tukwila, w= h- Washington. The site topography consists of a terraced site with a slope towards the east. There is a drop of 25 -30 from the west Co U. W O property line to the east property line. The site drainage consists of normal runoff infiltration. The site vegetation consist of a '/+ �QQ maintained residential yard with some fruit trees and then blackberry bushes along the east of the site. East of the property the hillside drops down to Interstate 5 with a steep slope profile. It is our understanding that the proposed lots be on city sewer for both LL Q' storm and sanitary sewers. Therefore, we did not perform any percolation tests for the site. co D = nt F idd EXPLORATION Z o W GENERAL NOTES: p The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project p N site, excavating the test boring, performing field penetrometer and vane shear tests and recovering disturbed grab samples. A total of t] two test borings were placed on the site. The test borings were advanced to 6 feet below the existing ground surface. The test borings = W was located by the field crew as shown on the site plan. A site plan supplied by the owner was used to locate the proposed building f— H orientation and position the excavations. The test borings were located by the field technician by means of normal taping and pacing LL- O. procedures and are presumed to be accurate to within a few feet. After completion, the test borings was backfilled with excavated Z tii soils and the site cleaned and leveled as required 2 :F O ~. DRILLING & SAMPLING PROCEDURES: Z The soil boring was performed with a conventional hand auger. Representative samples were obtained from the borings. The samples obtained by this procedure were classified in the field by a soils technician, identified according to test boring number and depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. LABORATORY TESTING PROGRAM: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structures. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Atterburg Limits Tests - ASTM designation D -4318, and Grain Size Analysis - ASTM designation C -117, C -136, All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying Logs located in the Appendix. SUBSURFACE CONdITIONS GENERAL. NOTES: The types of foundation materials encountered have been visually classified and are described in detail on the test boring logs provided in the Appendix. The results of the field penetrometer and vane shear tests, moisture contents and other laboratory tests are presented on the logs. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. P.O. Box 1007 PHoNE: (253) 833 -7967 Report # 00001 -037 Au tum, WAsHINwoN 98071 -1007 FAX: (253) 735 -2867 Pogo 4 of 17 INSPECTION & TESTING SERVICES GE OTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT S PECIALIZING IN ROADS & BRIDGES HTTP:��W4VW.SPEARSfNGINEERING. COM j SPEARS ENGINEERING & TECHNICAL SERVICES DESCRIPTION OF FOUNDATION MATERIALS: The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any construction due to the high compressibility of these soils. Light brown gravelly silty sand to sandy gravel with silt was encountered beneath the existing topsoil and extended to about 3 to 4 feet. Beneath this we encountered a very dense glacial till that extended to depths beyond the scope of this investigation. Lines of demarcation represent the approximate boundary between the soil types, but the transition may be gradual. It is to be noted that, whereas the test borings were placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. FOUNdAT10N DISCUSSION ANd RECOMMENdATIONS GENERAL NOTES: Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability, and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed constriction, it is recommended that the structures be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed FOUNDATION DESIGN RECOMMENDATIONS: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. All drainage must be directed away from the slope to the east of the property. Any roof drains and catch basins should be tight -lined into the existing storm sewer system. Net .Allowable Footing ASTM D 1557 Soils Bearing Depth Subgrade Compaction Capacity 18 inches Firm & Unyielding 2,500 lbs/fl? The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Code 1994 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of % inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over - excavation and backfilling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. SLOPE STABILITY MODELING & ANALYSIS: Slopes may fail by a number of mechanisms, depending on the nature of the soil involved and the arrangement of natural earth materials at the site in question. slope failures occur because forces tending to cause instability exceed those tending to resist it. Generally, the driving forces are represented by a component of soil weight down slope, and the resisting forces are represented by the soil strength acting in the opposite direction. The factor of safety (FS) of the slope is expressed as the ratio of the resisting forces or "moments" to the driving forces or "moments ". When the FS is 1 or less, the slope must fail. when the FS exceeds 1, the slope is theoretically stable. When estimating the FS for the slopes encountered, we considered the following types of information: P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 Ausu WASHINGTON 98071 -1007 FAx: (253) 735.2867 Page 5 of 17 z �z �W W .r U UO (D o J H 0) LL WO J LL �W z� �O z t— �p U N C) t-- WW H� O w z U O z INSPECTION as TES INO SERVICES SPEARS GEOTECHNICAL ENOINEERINO CoNsritucnoN MATEFams EN GINEERING ENGINEERING & CONSTRUCTION /PROJECT MANAOEMEM SPECLkU7JNO IN ROADS do BRIDGES TECHNICAL HTTP: / /WW W.SPEARS-ENGINEE;UNG.COM/ SERVICES i 1) The soil and water profiles. 2) The kinematics of the potential slope failure. Q 3) The strength and weight of the soil. ;� Z w 4) The proposed slope geometry. 5) Static and seismic (dynamic) loading conditions. u�i D U The site was modeled using Goo- Slope's Slope/W program (version 4) and we have included the dynamic (seismic) loading of the model later in this report. The native soils were modeled using 120 lbs. /R unit weight with a phi angle of 34° and no cohesion. A W = LU ground acceleration of 0.20g's was used in both the vertical and horizontal direction for the dynamic loading conditions. "s 1.- NLL LU O We have calculated various "worst case" scenarios and have found that the site shows no indications of any deep seated instability of }. I the slope under either static or dynamic loading conditions. There are indications however that the existing slope to the east of the property may have some slight shallow surface slides under dynamic loading conditions. We would expect over time that there may U_ be small surface failures on this area of the slope as it drops down to Interstate 5. m C! = W SLOPE RECOMMENDATIONS: ? F- We recommend that the proposed structures be built using a minimum setback of 35 feet from the top of the slope at the east property Z O line. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed into the existing storm W w drainage system Any drain fields should be setback a minimum of 100 feet from the top of the slope at the east property line. The U p. important item for maintaining the slope stability on the site is to minimize or completely eliminate any drainage that would saturate O M the slope to the east of the property. The terracing that is on the project site should be maintained and it may be necessary to reinforce 0 F- the terracing with rockeries or segmental block retaining walls. W W F— U CONSTRUCTION COMHERATIONS �. z. w� EARTHWORK: F— H Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of Z pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6 -12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgmde conditions (i.e., moisture content) and the placement tit compaction of new fill (if required) should be maintained by a representative of the soils engineer. The recommendations for structural fill presented within this report, can be utilized to minimize the volume changes and differential settlements that are detrimental to the behavior of footings, and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures one in -place density test per lift for every 1,000 square feet is recommended In parking and driveway areas this can be increased to two tests per lift for every 1,000 square feet. Excavation equipment may disturb the bearing soils and loose pockets can occur at the bearing level that were not disclosed by the soils borings. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. STRUCTURAL FILL: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5 % fines (4200). The fill should be placed in lifts not to exceed 12 inches in thickness. Each layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If it is elected to utilize a compacted backfill for the support of foundations, the subgrade P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 Ausum, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 6 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL E NOINEERING CONSTRUCTION MATERIALS ENOINEERINO C ONSTRUCTION /PROTECT MANAGEMENT SPECIAUZING IN ROADS do BR1DGEs HTTP: //W W W. SKARS-ENGI NEEIUNG.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. EXCAYATIONs: Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. LATERAL EARTH PRESSURES: Lateral earth pressures are dependent upon the backfll materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. There are below grade retaining walls or walls designed for retaining earthen fills on this project.. The following values may be used for this site. Active Earth Pressure: 30 lbs. /fe/ft depth Passive Earth Pressure: 400 Ibs.W /ft depth FLOOR SLAB- 0"RADE: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed The subgrade should then be proof rolled to confirm that the subgrade contains no soft or deflecting areas. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted The mat should consist of sand or a sand and gravel mixture with non - plastic fines. The material should all pass a inch sieve and should contain less than ten percent passing the 4200 sieve. GROUNDWATER CONTROL: Groundwater was not encountered at the time the field exploration was conducted Groundwater is not expected to cause any difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on site silty soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. P.O. Box 1007 PHONE (253) 833.7967 Report # 00001 -037 AueuRN, WASHINGTON 98071.1007 FAx: (253) 735.2867 Page 7 of 17 . Q � D Y� UO O w� DLL WO U_? � = W H Z Off. LLJ 5 U� O N 0 H WW u. O W Z V =: O H- Z INSPECTION & TESTING SE RVICES SPEARS G EOTECHNICAL ENGINEERING CONSTRUCTION MATEmmsENOINEvuNO ENGINEERING & i B R CONSTRUCTION ' /PRaECrMA Nr SPECIMIZINO IN ROADS TECHNICAL } de IDGES s HST P: / /WWW.SMAWENOINEEIUNG.COM/ SERVICES { GEOSEISMIC SETTING: This project site is located within a "Zone 3 Area" as per the 1997 edition of the Uniform Building Code. All building structures on this project should be designed as per the U.B.C. Requirement for such a seismic classification. Additionally the on -site soils should be classified as type SD per the 1997 U.B.C. Table 164. These types of soils have a shear wave velocity in the range of 600 to 1,200 ft/sec and an undrained shear strength of 1,000-2,000 psf with blow counts in the range of 15 -50 blows per foot. The following may be used for the seismic coefficients. Seismic Coefficient Z=0.3 C. 0.36 { ! C„ 0.54 j j LIQUEFACTION POTENTIAL: In our review we found no evidence of liquefaction of the soils in the immediate area. Additionally, with the type of soils found on t the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. i SUMMARY When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. It is recommended that the services of a qualified soils engineering firm be engaged to test and evaluate the soils in the footing excavations before placing concrete to determine that the soils meet the compaction requirements. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted, i i r P.O. Box 1007 PHONE: (253) 833 -7967 Report # 00001 -037 Ausum, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 8 of 17 z Z w: U O'. N 0 U) J � CO) LL ' ua O. 9 - LL Q U) = CY ? t— O z H 2 � U0 O N :(3 F--: W W U- 0 w z U CO) O z i t I NsT'ECTION do TESTING SERVICES G EOTECHNICAL EN GINEERING CONSTRUCTION MATERULS ENGINEERING, CONSTRUCTION/PROJECT MANAGEMENT S►E CLAUZINO IN ROADS & B wws Hn P://W W W.SPEARS-ENGINEERINO.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES GEOTEChNiCAL GENERA NOTES SOIL PROPERTY SYMBOLS N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split- spoon. Q ■ : Unconfined compressive strength, tons/ft ' Q Penetrometer value, unconfined compressive strength, lbs/11 V: Vane value, ultimate shearing strength, lbs/ft M: 'Water content, % LL: Liquid limit, % PI: Plasticity index, % D: Natural dry density, lbs/ft WT: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon -13/8" I.D., 2" O.D., except where noted ST: Shelby Tube - 3" O.D., except where noted AU: Auger Sample. i GB: Grab Sample. DB: Diamond Bit. CB: Carbide Bit. WS: Washed Sample. RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non - Cohesive Soils) Standard Penetration Resistance Very Loose 0-2 Loose 2-4 Slightly Compact 4-8 Medium Dense 8-16 Dense 16-26 c. Very Dense Over 26 Terms (Cohesive Soils) Q - (tons/k Very Soft 0-0.25 Soft 0.25-0.50 Firm (Medium) 0.50-1.00 Stiff 1.00-2.00 Very Stiff 2.00-4.00 Hard 4.00+ PARTICLE SIZE Boulders 8 in. + Coarse Sand 5 mm - 0.6 mm Silts Cobbles 8 in. - 3 in. Medium Sand 0.6 mm - 0.2 mm Clays Gravel 3 in. - 5 mm Fine Sand 0.2 mm - 0.074 mm 0.074 mm - 0.005 mm 0.005 mm 8t Smaller P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 .037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 9 of 17 � JU U G, V) W: Co U. WO J. LL ?. N = w' H Z H' Z O w UJ ON w w: .u- O. til Z. co Z j INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING SPEARS CONSTRUCTION MA TERIALS ENGINEERING ENGINEE RING & SETS SPECIAUZINO IN ROADS & BRIDGES TECHNICAL MP :/%W- SPEAP- WNGINEERING.COM f SERVICES P.O. BOX 1007 PHONE: (253) 833 -7967 Report # 00001 -037 AueuRN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 10 of 17 ' z =Z �w �D JU 00' U U. J �_-. N LL w 0 LL Q c o) �w Z F- F- O z F- Ill U� O N 0 F- = U H� L O ui z U =. O z SITE MAN WITIi BORING LOC LOCATIONS INSPECTION & TESTING SERVICES GEOTECHWAL EN GINEERING CONSTRUCTION MATERULS EN GINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAULNO IN ROADS do B RIDGES HTTP:r /WW W.SPWS- ENOINEEPJNG.COM/ Project Site SITE LOCATION SPEARS ENGINEERING & TECHNICAL SERVICES P.O. Box 1007 PHONE: (2531833-7967 Roport # 00001 -037 AUBURN, WASHINGTON 98071 .1007 FAx: (2531735 -2867 Page 11 of 17 z = z W UO NO J� U) LL W L_ � = W Z F-- r`- O zH W �5 D0 O� 0 1— WW H� �O z W U= O z INSPECTION & TESTING SERVICES GE oucmICAL ENGINEENNO CON STRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAOEMENT i S PECIAUZING IN ROADS & BRIDGES HTTP : //WWW.SPEAR54°NGlNEERING.COM j SPEARS ENGINEERING & TECHNICAL SERVICES DYNAMIC SIOPE STAbl1liy ANA1ySIS The slope analysis above includes ground acceleration of 0.20g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with a factor of safety which is 1.248 indicating that the section is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slopef W program (version 4). The analysis process examines slope stability using the method of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The minimum factor of safety in the analysis was 1.214. P.O. Box 1007 PHONE 12531 833 -7967 Report # 00001 -037 Au suRN, WASHINGTON 98071 -1007 FAx: (253) 735.2867 Page 12 of 17 Z '~ w UO (n a J H CO U- WO N = W H Z �- ~ Z O W U O N OH W W H� LL Z W U= O Z E9% 1.940 1.835 1.829 1.964 1.880 1.728 1.441 1.313 1.222 1.238 1.224 1.278 E998 1.912 1.830 1,834 1.975 1.886 1.717 / 1.394 r 1.284 / 1.222 1.236 1.721 1.278 E998 1.86 5 1.8 32 1 .843 1 .985 1.892 1.700 1.33 .219 .234 .218 1.277 1 1 1 * 2.216 $ 1 . . 1 25 1 8 1.857 1.847 .854 1.998 .900 1.671 1.262] 1.215 1.231 1.214 1.278 ..1.232 0 173 1.831 1.860 1.866 009 1.906 1.6501 1.376 �� 1.222 1.228 .261 1.275 J • 1.248 ' 21 1.809 1.864 1.867 2 4 1.913 1.62 1.339 1.223 1.245 1.225 1 1.259 1.275 0 .795 1.869 .666 . 1 1.921 1.. 1.296 1.222 1.243 .221 1.257 .275 007 1.802 1.874 1.96�� 2 1.93 1.478 1.258 1.216 1.240 1.216 1253 1.289 IN 1.933 1.843 1.861 1 077 1, 1.506 1.228 2f�6 1.236 '1:280 .1.249 E995 11847 1.867 1.891 000 2091 1.93 1.458 1.225 1.26@ 1.232 1.259 f 1.243 E996 t 1.744 1.876 1.so5 J2 ; 096 1.943 (1.399 1.227 1.26 1.226 1.2$7 1.234 E 995 f � i 53rd Ave S 1.621 1.891 1.928 / 'Z059 103 1. ` 1.334 `1.221 1.23 1.219 1 E995 320 ` • 1.582 • 1.920 1.970 2111 • • . 2114 • 1.S 1 4 ' 1.269 • . 1.321 1.260 1.299 1.2`50 1.381 E995 . • • • • 300 280 Description: Wally Chin Short Piet Site Comments: 16628 53rd Avenue S. � Analysis Method: Morgenstern-Price c 240 Direction of Slip Movement: Left to Right Slip Surface Option: Grid and Radius 220 '� -- Description: Alderwood Arents 0 P.W.P. Opti Piezametric Unes / Ru Soil'Mode". a r- Co ulomb U3 200 Unit Weight 120 "' -- Seismic Coeffident: Horizontal and Vertical 180 Phl :9• '� -... 1-5 160 _ 140 120 o 50 100 150 200 250 300 350 400 450 500 550 600 Distance The slope analysis above includes ground acceleration of 0.20g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with a factor of safety which is 1.248 indicating that the section is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slopef W program (version 4). The analysis process examines slope stability using the method of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The minimum factor of safety in the analysis was 1.214. P.O. Box 1007 PHONE 12531 833 -7967 Report # 00001 -037 Au suRN, WASHINGTON 98071 -1007 FAx: (253) 735.2867 Page 12 of 17 Z '~ w UO (n a J H CO U- WO N = W H Z �- ~ Z O W U O N OH W W H� LL Z W U= O Z iN SPECTioN & TEsn SERVICES GEOTECNNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERINO CONSTIIUCTION/PROIECT MANAGEMENT S PECIAMING IN ROADS & BRIDGES HI TP: //WWIW.SPEAL- -ENGI N EEPJNO.COM/ BORING Loq #1 SPEARS ENGINEERING & TECHNICAL SERVICES BORING LOCH #2 Date: 9/23/00 File N: 00001 -037 P.O. Box 1007 Bating Log tl: 1 Client: Gilbert Chin Report # 00001 -037 Au bum, WASHINGTON 98071.1007 Boring Type: Hand Auger Depth Drilled: 6 feet Page 13 of 17 Depth Field Change (Ft) Description in Soils %M Qp % 'h" % -N4 % -N200 Comments ............. 1.0 .......................... Topsoil ; ......................... .............................. 2 Silty Send w(ravel 6.7% ..... 1.5 94% 71 /0 11 /o AU some organics, 3.0 light Brown, medium dense 4.0 5.0 Dense Till 9.1'10 2.5 92 °/. 58% 13% . .......... ;AU, dark brown, dry, 6.0 end Boring ..... homogenous, very dense . . ........ BORING LOCH #2 i Date: 9/23/00 File *: 00001 -037 P.O. Box 1007 Boring Log #: 2 Client: Gilbert Chin Report # 00001 -037 Au bum, WASHINGTON 98071.1007 Boring Type: Hand Auger Depth Drilled: 6 feet Page 13 of 17 Depth Field Change (Ft) Description in Snit %M Qp % -'/4" %44 %4200 Comments 1.0 ........................... Topsoil ; .... ........ ...... ......... ..... .. ..... 2.0 Mty Send wGravel 7.8% 1.5 98% 88% 14% AU, some organics, dry 3.0 light Brown, medium dense 4.0 5.0 Dense Till 8.9% 2.0 95% 67% 15% AU, dark brown dry, 6.0 end Boring homogenous, very dense i P.O. Box 1007 PHoNe: (253) 833 -7967 Report # 00001 -037 Au bum, WASHINGTON 98071.1007 FAX: (253) 735.2867 Page 13 of 17 z �Z UO NU NW W O �QQ LL ? � F W Z I Z O 5. O -, 0 1— W W �U �z W U= O z INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZING IN ROADS& BRIDGES HMP: / /WW W.SPEARSENGINEE;UNG.COM/ SITE PhOTO # I SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking south along the west property line of the site. In this photo you can see the sloped terrace and rockery on the west side of the property. P.O. Box 1007 PHONE: (253) 833.7967 Report # 00001 -037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 14 of 17 z =Z �~ w D JI U 0 Tn 0 J F U) U. W �QQ U- (D = W Z F- I— O z 1-- 2� D U O- O I-- WW u. O .. z W co O z `y . .nom' y �+ : • �, � ^y :.y . Y` , kgl INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZINO IN ROADS & BRI DGES HTTP : / /WWW.SPEARS-ENGINEERING.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES SITE PIiOTO # 3 This photo was taken looking west from the east side about 50 feet west of east property line. Here you can see the terracing in the back yard area. P.O. Box 1007 PHONE: (253) 833 -7967 Report # 00001 -037 AUBURN, WASHINGTON 98071.1007 FAx: (253) 735.2867 Page 16 of 17 Z �Z �W QQ JU UO (n o UJI J H LL WO rr Qr u- C/) = W Z F- 1 - O Z H �0 U O� 0 H WW HF- LL O .. Z W U= H� O Z : ; ` ��. 1 � �.1 * �� ` t�+ `F�F�$.��5�i�::'!`"4^.;w.v:..t; r�aj - ";" ,�x }r .......w... «.» ... -... .... .. ........._.». _,.... .. .... .. ..., ... ,. ,.•......- »...... -.- �_...._ .•�. ^.. ..... ,- ..�.,� t. .. - c... �*� -- M, �� !.� t ♦r r 77 .. ' , ` , _ 1'. Ifs .S '. }, v+ •+, 1 A,. - ... , =• /.' � � � • 1 `1 t � Wit! �f' • 1,1�, �� � .1 r � 1j •� ••�' r 1 .: ;•'•`+ •�• = . :��• f, / 1 •`,- S ,. � • i J: . `.1� , } \� (�i , / j 1't /,� J � ✓f�) 1 1 •• -. -'- _.,•. j 1 / �` %,'; � �. _mi • \ i` : ' .i` �� � + ) t 'It �- ` 5 � • fit•'` . .�;; �` +`�� � /�. r ', � • w ',.�� { ,� / 1 �,s � , � 1 .. � pp,� .�'�� __ •'!•� .. �; i. .. \ ^i ; �v�, err �' ' Az Or 06 91k _i. ii q• t ` C..t .r . y MY CITY OF TUKWILA - BUILDING DIVISION Prescriptive Approach — Simple Form For the Washington State Energy Code (2003 Edition) , cn,�+a Climate Zone 1 Site 1 Information Lot: ig Spa T P6t * LC% " 070 Address t 61 0 5 0 A Ve s, city: Tv Kw % % State: W A Zip: _ Contact: gfey%t Roll i n S Phone: a. Sk S b3- 7708 Phone 2: Z06 353-- 1130 Fax: A53 Building Department Use Only Permit #: Notes: CODE COMPLIANCE AlDoonurn AUG 16 2005 Of Tukwila Table 6-1 PRESCRIPTIVE REQUIREMENTS *, 'FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (I Inlimited C;1a7ino Ontion Onlvl Option Glazing Area Glazing U-Factor Door U- Ceiling Vaulted Wall Above Wall Int Wall Ext Floor' Slab On % of Floor Vertical Overhead" factor Ceiling Grade Below Below Grade Grade Grade III Unlimited Group R -3 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy . Onl see ine coae Te)a Tor Tootnote reverences This project complies with the following: iiEC>ENEO ✓ The project is a single family residence or duplex. CITY OF TUKWILA ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. .. 6 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option III. JUL ✓ The project will meet all other provisions of the WSEC and VIAQ. PERMIT CENTER The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 7/26/2004 1)0 -z101 Z = Z 2 0 J0 00 CO) H S2 U. WO 9 _ u- � =a �W Z 1— 0 Z 1— W W U 0� O F- WW H C.) LL O W Z CO) O Z TI' Glazin Glazln 1.1-Factor Wall12 Wail• IrJaI�• Slab' Option Area D oo Cellln 2 g '1 Above int ext Floor' on Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1104 Conditioned Floor Area Glazing Area • Area Weighted Feet' U- Factor Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio Glazing Area Total / Conditioned Floor Area 602.7.2 Exception Ratio 1302.7.2 Glazing Area Total / Condtl one oor Area, not to exceed 1% TABLE 6-1 PRESCRIPTIVE REQUIREMENTS°' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 select One Option e a See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 1 of 3 w Z �Z `~ W O � W� 00 Cl) o W = J H NW W O 2 LLQ Cj' a = W F- _ ? P. H O Z 1— �5 U O N .0 H WW ~ H -O Z 0 P _ O Z Glazin Glazln 1.1-Factor Wall12 Wail• IrJaI�• Slab' Option Area D oo Cellln 2 g Vaulted Above int ext Floor' on •.6 of Floor Vertical Overhead" U- Factor Ceiling Grade Below Below Grade Grade Grade I. 12% 0.35 0.58 0.20 R -38 R -30 R13 R -15 R -10 R -30 R -10 II.• 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R•30 R -10 II. ' 0.40 0.58 0.20 R -38 R -30i R -21 R•15 R -10 R -30: R -10 Group R•1 U -0.031 U -0.034 U -0.060 U -0.029 and R -2 Occupancies only �'. Unlimited 0.40 0.58 0.20 R -38 R•30 R -21 R -21 R-10 R -30 R-10 Group R -3 and R-1 Occupancies Only Unlimited 0.35 0.58 0.20 R -3S R•30? R - 21I R -15 R -10 R -30: R -10 Group R -1 U -0.031 U -0.034 1.1-0.060 U -0.029 and R -2 Occupancies onl See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 1 of 3 w Z �Z `~ W O � W� 00 Cl) o W = J H NW W O 2 LLQ Cj' a = W F- _ ? P. H O Z 1— �5 U O N .0 H WW ~ H -O Z 0 P _ O Z Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 3 Effective 711104 Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U Glazed Qt. Feet ins Feet 1nc i Area Area UA U I I I I I I I A =UXA i 4 i i i j I i i t 1 0ne Exempt Door, if 24 Square Feet or Less. I 1 I I I I I L Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Vertical Glazing (Windows, Doors using Exception 602.641) Plan Component. Glazing Width Height Glazing e IIIIIIIIIIIIIIIIEWMptio Qt. Feet " "" Feet Area UA A I =UXA Sum of Area and UA Area Weighted U = UA/Area Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 2 of 3 Z ' W W D JU UO N CO Lu J = �W WO� J wa = CY W _. Z� Z O t— w w U� 'O S2 al— � W 0 lU Z U =; O Z 4 r Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Overhead Glazing Plan Component. Glazing .Width Height e a UA cat. reet - reet Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet i " C ' Section 602.7.2 Exception Sum of Area and Area X3 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) A Area Area X3 7/28/2004 3 of 3 LI t Z Z QQ W� UO. W= J �. U. W O J U. < CO :3 = cr: H _ Z� F- O Z !— W LU: D0 U O N, ❑ H. W W U` LJ- Q. .. Z' W P _ O Z DESIGNS UNLIMITED STOCK PLANS ■ CUSTOM DESIGN Me COPY F; Gravity Load Analysis PLAN 2470A/2 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.16 Software NDS 97 6/30/2005 REVIEWED FOR CODE COMPLIANCE AUG 16 2005 big0f Tukwila BUILDING DWISTON . RECEIM CITY QF TTuKWILA J U L - 6 2005 PERMIT CENTER t 2o2R 1 ■ ■ 19613.81 st Ave S - Suite F *MRFWbW§t '4Fff J° &§ -2580 - Fax: (253) 872 -3649 ■ Email: designstudioC -)designsunlimited.com ■ z Z W U UO N 0' co W W U- , W O �a !2 �: i v: �O z �. 5. U :O U w W'. F_ 0 ui z U CO: O ~' z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM (1) LIFF Prepared by: IRINA Date: 610310S Selection - -3/4x 1 I -7/8 1.4E TJ MicrollamJ LVL t Conditions j Attributes 1 Actual Critical Status j Ratio Z QQ S SW fQQY � W D. JU U O U p W= N u- WO J u- ?. N C% = W Z . Z O 2D , �p U =U u. O .. Z U N: O ~' Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM (2) UFF Prepared by: IRINA Date: 6/03/05 Selection 1 -3/4x' I 1 -7/8 2.0E BC Versa -Lam@ SP Conditions Data Attributes Actual Critical 1"1111 UCG1111y � 1 .6 III - ILL= I.L Beam Span Span 9.0 ft 20.78 Beam Wt per ft 5.34 # Reaction 1 TL 1045 # Reaction 2 TL 1097 # Bm Wt Included 48 # Maximum V 1097 # Max Moment 2907'# Max V (Reduced) 914 # TL Max Deft L / 240 TL Actual Defl L / > 1000 Section On Shear in TL Defl in 41.13 20.78 0.10 15.84 4.81 0.45 OK OK OK 39% 23% 22% .: Loads Point TL i B = 474 Distance 5.0 R2 = 1097 SPAN = 9 FT Uniform and partial uniform loads are lbs per lineal ft. Z w` 2 u�l D 0 N 0 CO w J = F— Cf) ur w } O u_ Q to = �w Z F, O. Z f•--.. UJ w �o ,O N W u1 Z U- p ll! Z CO O Z Fb (p Fv (p E si x mil Fc! (p Base Values 2200 285 1.8 900 Base Ad lusted 2203 285 1.8 900 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 .: Loads Point TL i B = 474 Distance 5.0 R2 = 1097 SPAN = 9 FT Uniform and partial uniform loads are lbs per lineal ft. Z w` 2 u�l D 0 N 0 CO w J = F— Cf) ur w } O u_ Q to = �w Z F, O. Z f•--.. UJ w �o ,O N W u1 Z U- p ll! Z CO O Z BeamChek y2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM 5 UFF Prepared by: I.A. Date: 6106105 Selection F 5 -I /8x I5 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Data Uniform Load A Uniform TL: 130 = A R1 = 1635 R2 = 1635 1 SPAN = 22 FT i Uniform and partial uniform loads are Ibs per lineal ft. 1 DCd1 j11 , rm ca — L. IIV TL Defl in Beam Span 22.0 ft 0.30 46.21 Beam Wt per ft 18.68 # Reaction 1 TL 1635 # Reaction 2 TL 1635 # Bm Wt Included 411 # Maximum V 1635 # Max Moment 899S'# Max V (Reduced) 1450 # TL Max Defl L / 240 TL Actual Defl L / 875 I Section (In3j Shear On TL Defl in 192.19 76.88 0.30 46.21 11.44 1.10 OK OK OK 24% 15% 27% Z w H UO. �O. W= J X CO U WO �.. J ; LL =w Z O0 W w 2 5 D 0 O CO w tL H V` u. ~O lil Z. U N. O Z Fb (psi) Fv (p E (psi x mil Fc si Base Values 2400 190 1.8 650 Base Adiusted 2336 190 1.8 650 Cv Volume 0.973 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 C1 Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Z w H UO. �O. W= J X CO U WO �.. J ; LL =w Z O0 W w 2 5 D 0 O CO w tL H V` u. ~O lil Z. U N. O Z BeamChekvZ.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM 6 GARAGE DOOR HDR Prepared by- I.A. Date: 6/06/05 Selection F6-3/4x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Min iseanng Area K I= i.5.0 inK:4 = j 1..5 in- Beam Span 1 6.5 ft TL Defl in 364.50 Beam Wt per ft 29.52 # Reaction I TL 8479 # Reaction 2 TL 7340 # Bm Wt Included 487 # Maximum V 8479 # Max Moment 32796'# Max V (Reduced) 7490 # TL Max Defl L 1 240 TL Actual Defl L / 644 Section (10) Shear (inz) TL Defl in 364.50 121.50 0.31 171.35 59.13 0.83 OK OK OK 47% 49% 37% brAN = I O.b r I Uniform and partial uniform loads are lbs per lineal ft. Z iF Z � D 0 00. Co (1) LU J CQ U- w 0 J. LL < a W O 0. W LU D 13 C cf) 0 13 W LL J. L) O. Z O C o Z Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi] Base Values 2400 190 t.8 650 Base Adiusted 2297 190 1.8 650 Cv Volume 0.957 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 brAN = I O.b r I Uniform and partial uniform loads are lbs per lineal ft. Z iF Z � D 0 00. Co (1) LU J CQ U- w 0 J. LL < a W O 0. W LU D 13 C cf) 0 13 W LL J. L) O. Z O C o Z A i BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 2470A/2 BM (7) STAIRS Date: 6/20/05 �. Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Data 2 Attributes Actual Critical Status { Ratio Min hearing Area K I = 6.0 InL K1= 5.6 in` Beam Span 7.5 ft Fv (psi) E (psi x mil Beam Wt per ft 6.83 # Reaction I TL 3878 # Reaction 2 TL 3669 # Bm Wt Included 51 # Maximum V 3878 # Max Moment 6102W Max V (Reduced) 3438 # TL Max Deft L / 240 TL Actual DO L / 412 t Loads Uniform TL: 580 =A Point TL Distance B = 1573 1.0 C = 1573 .6.0 Z 0 4 W� J) UO N 0 LU J F-, CO) U. W O J LL N H w. Z H H- O Z F— 2 5. D p. OH Ww H C.); u. O: .Z O F" Z , Fb (psi) Fv (psi) E (psi x mil Fc i (psi Base Values 2400 190 1.8 650 Base Adlusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 t Loads Uniform TL: 580 =A Point TL Distance B = 1573 1.0 C = 1573 .6.0 Z 0 4 W� J) UO N 0 LU J F-, CO) U. W O J LL N H w. Z H H- O Z F— 2 5. D p. OH Ww H C.); u. O: .Z O F" Z , BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 } 2470A/2 HDR BONUS Prepared by: I.A. Date: 6/06/05 Selection 4x 10 HF #2 Lu = 0.0 Ft i Conditions NDS '97 Data Min Iseanng Area K = 4.1 m KZ= 4.1 in` Beam Span 6.5 ft TL Defl in Beam Wt per ft 7.87 # Reaction I TL 1651 # Reaction 2 TL 16S I # Bm Wt Included 51 # Maximum V 1651 # Max Moment 2682'# Max V (Reduced) 1259 # TL Max Defl L / 240 TL Actual Defl L / > 1000 Section CIO) Shear W TL Defl in 49.91 32.38 0.07 31.55 Z5. l 8 0.33 OK OK OK 63% 78% 21% Uniform TL: 500 = A I Uniform Load A I RI = 1651 R2 = 1651 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. hb si Fv (pslj t Lpsj x mil Fc I psi Base Values 850 75 1.3 405 Base Adiusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 500 = A I Uniform Load A I RI = 1651 R2 = 1651 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. zRJ. # (title): PLAN NAME: 3eam Location: 3pan (ft.-) 'hoice: R1= R2= WIFORM LOADS LASS:.-- =(psf)*- ;iTRIEr-'. T IS 'Oaf UL (pifl 25 #/sf X - 15 #/sf x /,=: X Flail UL (pifl Vall UL (pifl 0 #/sf I x X 1 #4sf X 1 0 # /sf X /all PUL (pif) 0 #/sf X door UL (pifl 40 #/sf I X = x 10 #/sf Xi ioor PUL (pif) 40 #!sf 'eck UL (plo 60 #/sf i x I I 10 #/sf X1 �eck PUL (pff) 60 #/sf ITOTAL LL (pifl = = TOTAL OL (pif) ITOTAL LOAD (pifl - - OINT LOADS CALC. BY: DATE: SHT # HIP & VALLEY 2 ft 2 ft 'AKI IAL UNIF'UKM LUALJZ (also use to caic. ovemangs ) STAR771t) = (•- "oaf UL (pifl 25 #/sf i x qi 0M ;aof PUL (pt) 25 #/sf X Flail UL (pifl = X 15 #/sf X 1 #4sf X 50 - X - -clar UL (pifl /all PUL (pif) 0 #/sf X 1 0 #/sf I x i ack UL (plfl 1 *tsf x j = j 1 #/sf X: ioor PUL (pif) 40 #!sf x = 10*sf X �eck PUL (pff) 60 #/sf X = 1 0 #/sf x TOTAL PUL (plf) = TOTAL OL (ptf) TOTAL LOAD (pif) ream Location: 'Pan ('ft.) :voice: R1= R2= NIFORM LOADS 'rJINT LUAIJ5 'LASS- Uva-Load! Dead•Loa& Total • 1 (Ibs) (Ibs) 3 (lbs) CCD, AMIAL- UNIFORM I ClAnS (Akczn tiara to rair. nuqrh;;nn- HIP & VALLEY 2 ft 2- ft CLASS. LL"pst)• TRIG. (ft). OL (psT) — iRIS. , , (ft) STAR771t) = (•- "oaf UL (pifl 25 #/sf i x I = `.'all PUL (pif) 15 #4sf I X 1 1 0 *sf X Flail UL (pifl 0 #/sf I X I 1 0 #/sf X 1 #4sf X 50 - X - -clar UL (pifl 40 #/sf X i 1 0 #/sf I x i ack UL (plfl 1 60 #/sf 1 X j = j 1 #/sf X: ITOTAL LL (pif) = TOTAL OL (pif) TOTAL LOAD (pif) 'rJINT LUAIJ5 'LASS- Uva-Load! Dead•Loa& Total • 1 (Ibs) (Ibs) 3 (lbs) CCD, AMIAL- UNIFORM I ClAnS (Akczn tiara to rair. nuqrh;;nn- HIP & VALLEY 2 ft 2- ft CLASS. LL"pst)• TRIG. (ft). OL (psT) — iRIS. , , (ft) STAR771t) = (•- 00f PUL (pin 2 5 *sf X = 1 #/sf X `.'all PUL (pif) 0 ;;isf x 1 0 *sf X ': RUL tpif) 1 1 0 #. sr X = I 1 0 #/sf X zcK PIJL:o 50 - X 0 4st X — CTAL PUL 'pifl = 170TAL OL - ,Dif) = 170TAL LOAD it3i z Z w JU 00 U) a cf) w LU CO) LL w ILL (1) ::) Cy LU X 1-0 z I- LU W 5 U 0 cf) 0- 0 H LU Lu X LL z cf) 8 .3: F- z :'.DU SERVERIcommon�MsOfflce�E ;ceilO�Ica�beamcneK.xis i zRJ. # (title): PLAN NAME: 3eam Location: Span (ft.-) i ihoice: Rl= R2= INIFORM LOADS DINT LOADS CALC, BY: 0ATE -1-11--� SH7 OF HIP &YALLEY 2 2 = ft 'ARTIAL UNIFORM LUAIJ5 (also use to calc. ovemangs T tof UL (plf) 25 #/sf x = :.oaf PUL (pM Is #/sf x I = .141FORM LOADS Vall UL (plf) 0 #4sf X I 10#4sf 1XI 10*sf X1 x X X2 Moor UL (plf) 40 #Isf x = I 10#4sf X 40 #4sf = ID )eck UL (plf) 60 #Isf I XT - XI 1 10 Wsf I X I 60 #Isf X ITOTAL LL (plf) = 10#tsf TOTAL OL (Plf) ITOTAL LOAD (pff) DINT LOADS CALC, BY: 0ATE -1-11--� SH7 OF HIP &YALLEY 2 2 = ft 'ARTIAL UNIFORM LUAIJ5 (also use to calc. ovemangs OL (PsT) 7RIB. (ft) • ml A—m 'pan 7, 5 ► 15 #Isf X :.oaf PUL (pM 25 #4sf X = .141FORM LOADS 15 #/sf X r 1 :r4sf A 10#4sf 1XI 1311 PUL (plf) 0 #Isf x X X2 15 Wsf X I -W,j 10 *(sf X = I ack U (plf) laor PUL (pif) 40 #4sf X i= i = 10*sf - XI = -eck PUL (plf) 60 #Isf X = 10#tsf X I TOTAL PUL (pit) = TOTAL OL (Plf) TOTAL LOAD (pM ream Location: I. LL;Psfl• TRIG. (ft). OL (PsT) 7RIB. (ft) • S-TAR7 ENU(ft)• - I 'pan 7, 5 ► 15 #Isf X 0hoics: Rl= R2= .141FORM LOADS a *sf I x I r 1 :r4sf A 10#4sf 1XI 'oaf UL (plf) 25 #Isf X X2 15 Wsf X I -W,j 'DINT LOADS :.ASS- 1 (Ibs) -' _4 1 (Ibs) 3 (lbs) Dead-Load- '7 ;dRTIDLI tlNIF('IRM I CIAMIR (rJ- it-q=tm rAir nuarhmnry- HIP & VALLEY I 17 2 1 = ft 2- ft CLASS. I. LL;Psfl• TRIG. (ft). OL (PsT) 7RIB. (ft) • S-TAR7 ENU(ft)• - I mf PUL (plf) ► 15 #Isf X 'all P U L I plf) i 0 =;/sf ',f -- A oor =UL ;pifl - #sf A = , /ail UL (pM a *sf I x I r 1 :r4sf A 10#4sf 1XI Naar UL (pif) 40 #4sf I X 1 = 10#4sf iX! ack U (plf) 60 #Isf i X I i= i 10#4sf I X: ITOTAL LL (pM = TOTAL OL (Plf) ITOTAL LOAD (Plf) 'DINT LOADS :.ASS- 1 (Ibs) -' _4 1 (Ibs) 3 (lbs) Dead-Load- '7 ;dRTIDLI tlNIF('IRM I CIAMIR (rJ- it-q=tm rAir nuarhmnry- HIP & VALLEY I 17 2 1 = ft 2- ft CLASS. I. LL;Psfl• TRIG. (ft). OL (PsT) 7RIB. (ft) • S-TAR7 ENU(ft)• - I mf PUL (plf) 1 25 #Isf A = 15 #Isf X 'all P U L I plf) i 0 =;/sf ',f -- A oor =UL ;pifl - #sf A = 'iO:;/sf X a ax . U L 51 f) 30 #.sf X = r 1 :r4sf A -, rTAL ?UL "altl = 17CTAL OL m1f) ITMT,lf ICAO Inifl z Z w 2 JU 00 (no to w W 7: J f— C0 U- 0 U Q co :F 0 z I- W UJ 2 5 D 0 0 W 0— 0 H UJ Lu H 0 U- z C0 X z 'I�DU-*-=ERVERkcammon%MsOfficeiExceilOfficeibeiimcnak.;4ts 4 Cornerstone Geotechnical, Inc. April 6, 2006 Mr. Andrew Goble Tritec Homes P.O. Box 951 Sumner, Washington 98390 Geotechnical Summary Letter Lots B, C, D, and E 16628 — 53` Avenue South Tukwila, Washington CG File No. 1853 POS i-Z 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425.844.1977 Fax: 425. 8441987 RECEI QPR 01 2M U00 Dear Mr. Goble: This letter summarizes our geotechnical construction observations for Lots B, C, D, and E at your residential development located at 16628 — 53` Avenue South in Tukwila, Washington. For our use in preparing this letter, we have been provided with a Geotechnical Report prepared by Spears Engineering & Technical Services. This report was undated, but included explorations dated September 23, 2000, and a building setback recommendation of 35 feet from the steep slope located to the east of the project site. We understand that the City of Tukwila requires an evaluation for slopes greater than 20 percent at the site. We provided geotechnical construction observation services on a part-time basis from August 30 through October 11, 2005. Our observations have been documented in Field Reports 1 through 6. During our site visits, we evaluated the foundation subgrades for the residences at Lots B, C, D, and E. We returned to the site on April 5, 2006, to observe conditions. We observed that the four residences have been substantially completed. Landscaping, including grass sod, bark dust, and shrubbery was being installed around the residences. Based on our observations, it is our opinion that the above described geotechnical aspects of construction have been completed in general accordance with our recommendations. It is also our opinion that the risk posed to the residences at Lots B, C, D, and E by the 5H:1 V (20 %) to Z ;; Z . mow: QQ WD LY 00 C o 0. CO) J � CO LL. w 0 . 2� LL< CO) D = C7: i-- w z H H O Z U :0 N off w = CY W Z U co); O Z Geotechnical Summary Letter Lots B, C, D, and E 16628 — 53' Avenue South Tukwila, Washington April 6, 2006 CG File No. 1853 Page 2 2H: IV slopes at the site is minimal. We observed that the setback from the steep slope east of the site, as recommended by the Spears report, is satisfied. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services have been completed in accordance with generally accepted practices followed in this region at the time this letter was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this letter or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical Inc. � IT t rxPttsES osn�ra Rick B. Powell, PE Principal Engineer Three Copies Submitted JPL:RBP:nt cc: Mr. James Dunaway — City of Tukwila Cornerstone Geotechnical, Inc. r Geotechnical Summary Letter Lots B, C, D, and E 16628 — 53' Avenue South Tukwila, Washington April 6, 2006 CG File No. 1853 Page 2 2H: IV slopes at the site is minimal. We observed that the setback from the steep slope east of the site, as recommended by the Spears report, is satisfied. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services have been completed in accordance with generally accepted practices followed in this region at the time this letter was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this letter or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical Inc. � IT t rxPttsES osn�ra Rick B. Powell, PE Principal Engineer Three Copies Submitted JPL:RBP:nt cc: Mr. James Dunaway — City of Tukwila Cornerstone Geotechnical, Inc. 4 a wN �• 1908 } ••' y City of Tukwila • '1 � Steven M. Mullet, Mayor •'� Department of Community Development Steve Lancaster, Director July 7, 2005 Brent Rollins PO Box 951 Sumner, WA 98390 RE: Letter of.Incomplete Application # 1 Development Permit Application D05 -229 Tritec Homes — Lot B — 16614 — 53` Avenue S Dear Mr. Rollins This letter is to inform you that your application received at the City of Tukwila Permit Center on July 6, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning the following: 1. Show footing drains and dispersion with details of dispersion pit on the site plan. 2. Show downspouts on the site plan (check with Tukwila Public Works) Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision.block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented througlr the mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. S' cerely, Brenda o , Permit Coordinator Enclosures File: Permit File No. D05 -229 PAplanning\Brenda\D05 -229 — incomplete Itr N I.doe bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z w Q � Q 2 JD v0 Cl) 0 CO J H D LL W O �Q N � = d. �W Z H F— O. Z H- Uj 5.. D� O N � H W W. H U. LL. 0 W Z O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -229 DATE: 7 -14 -05 PROJECT NAME TRITEC HOMES - LOT B SITE ADDRESS 16614 53 " S Original Plan Submittal Response to Correction Letter # i X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS q - 22-05 qBAIding Division of is Works Fire Prevention E] Planning Division Structural ❑ Permit Coordinator #& DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: 7 APPROVALS OR CORRECTIONS DUE DATE: 8 - 16 - 0 5 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouft sllp.doc 2 -28.02 t L• +' ?s:; .;.i .: ,./ ;...: ,Ga.e. , . >�.n4i ai..rc..�., va!'n."^ j,. S.�.L:..a.ir !,•.a .M.. k...s�..v..- .....i:. DUE DATE: 7-19-05 Not Applicable ❑ z JU vo N CO W J = H 52 LL w LLQ = �w Z F- Wo w U� O� o�- w U. ..z w U= O z PLAN iiVii*YW SLIP ACTIVITY NUMBER D05 -229 DATE: 7 -6 -05 PR03ECT NAME TRITEC HOMES - LOT B SITE ADDRESS 16614 53 " S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bu4, g sio n Fire 'Prevention Planning Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues.; Thurs.) DUE DATE: 7-7-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 1 -7 -05 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: ON APPROVALS OR CORRECTIONS DUE DATE: B -4-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -26.02 z I z w oc 2 D 00 ND �LL w u. �_ = F- w z Wo w �o U v7 o F- wW LL O w z U= O z r� 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 Web site: http :Ilivww.ci.tuktivila.wa.irs REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �� ©� Plan Check/Permit Number: D05 -229 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner f' Project Name TRITEC HOMES — LOT B i Project Address 16614-53 rd Avenue S Contact Person: - B O 1nS Phone Number: �� 3053 7 h 14 2005 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t Entered in Permits Plus on 1-14 -67 5 appIicationsWorms- applications on Ime \revision submittal Created: 8 -13 -2004 Revised: z H "~ W O QQC � WV 00 0 CO 1` CO W w u- cl)d �w Z H ZO W w D0 .0 H. W uJ LL O z CO 0 I CRY of TUKWILA '41 " � ' 1 P.O. Bo' 3550 r' Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purp of Certificate: os Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos -Use: ff Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: �G Phone: 20 861 r Property Address or Approximate ocation: Tax Lot Number: /&& -- 5 a Legal Description(Attach Map and Legal Description if necessary): RECEIVED L03 3 0 7 0 CITY OF TUKW A J U L -- fi 2005 PERMIT CENTER Part B: (To Be Completed by Sewer Agency) 1. ur a. Sewer Service will be provided by side sewer connection only to an existing �o� size sewer OW feet-from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or L3 (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. [a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 160 - 0 0 a. District Connection Charges due prior to connection: GFC: $ 8 5 70 SFC: $ 1 9 0' 0 UNIT: $ TOTAL: $ 27 50 . C'v (Subject to Change on January 1 st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: lJ Required ❑ Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By Title Date low 1' Z z M w QQ JU 00 WF- �2LL w 9_J U_ Q co = F. w z F- t— O Z a- U1 U� ON o�_ wW UO Z co O� Z ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sever service is available to the Property through sewer systems that exist or that may be exten,dtd -by:: the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, appr /:)vals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. . Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer AvailabilityINon Availability and this Attach me t and fully understand the terms and conditions herein. h a �� �,. gyp_ 1 �--Z— c icant's Signature 8953910011270798.0115SY601!.DOC (1/26/04) —1— ( s i Date i Ct Z �Z '~ w JU U O U WX LL W J LLQ cl) i �W z X F- O Z F_ LU5 Ujo O - WW U. LLi Z U =. o�. Z ` C /TY op TU/ ~, 'LA Permit Center /Bu' Division: Community Developti,unt Department 206. 431.3670 Permit Center Public Works Department: 13300 Southcenter Blvd., Suite 100 206.433.0179 Tukwila, WA 98188 Planning Division: 206431.3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: . ::i. pt .. . ^fir r , .lip ��' ..,'Yit'a�•j. > "' ..l L i�. X. x +'Y.! s y:r'. Part A ,Tti liti' ti pleigd;bY applicpnt� � 3 � �,, .�.�' a ;.,�rs 7 r� , �. £ i� i :: -'Yr„ `,,>,�; ,' �' ,,.,,h a A •�, �� t1t i 7C . e,, f �t ��r 'V � w•• t C + i ?" .' : a• .N y "h. s, ; +i 'am c x. +,. t , i s.. r �'„�. >�.{�• \.M!.,,C ua. k�}S,! . z � /.�. ,: r,: • 7.� j i Site Address: 166XX 53rd Ave So (attach map and legal description showing hydrant location and size ojmain):. i ! S {� Ownej Ih[orrgtiot, a K ,�, ��,� ,t d ty > tr:c r Y�? ! „�,�k i { .('�!ri':.:ti r ! t`' • .tY�•1.r. wl A eti�/Confatt>'ei r r +, AVct;».•.�G..: 0 -; r•:.;r: . °'r� rw :r,: Owner Name: Tritec Homes Agent/Contact: Andrew Goble Owner Address: P.O. Box 951 Sumner, WA 98390 Agent Address: Owner Phone: 206. 383.3705 Contact Phone: 206 -383 -3705 This certificate is for the purposes of` Four - SFR © BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): Four - 3/4" services Vehicular distance from nearest hydrant to the closest point of structure is on site Area is served by (Water Utility District:) HI GHLIN E WA TER D ISTRICT Owner /Agent Signature Date PART B::To`B'e.c lete :ti `wafe�u i ldist fc ,1�: ,i t , �;7c , ^Y% ���, '� '� ";� t`, ; �� � •�;r ..Z: ": �'f %r p.,5 ,. Y :,:. .,� !.•�'ti r�' ��' 4 � 'j { 'u '�•• .,n�a'�y1" ` tf 1. � }• t ° �ck r ,- lry�A�K �,_.` 1. The proposed project is within TUKWILA /King (City /County) REQErim 2. © No improvements required. CITY Of TUKV" 3• The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to J U 1 r 6 200 meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: PERMIT CENTER Water main, fire hydrant, water services and related appurtenances were installed and the project approved according to District construction standards, 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3243.75 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow Information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific lime. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's Intended use. The general Information provided by the District is not Intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer Is responsible to field verity the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. S. Water Availability: © Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct, y � 5/4/2005 HIGHLINE WATER DISTRICT / 206- 824.037 Agency /Phone MIKE TUNGSVIK Date CONSTRUCTION SUPERVISOR v Z �W O CO 0 W = J F-, CO U. WO U Q W = d F— W: Z H. �— O Z F-- �p U O u1 0 _N W IL O W Z U . N O Z... T .V °' WATER DISTRICT Meter Appllcatlon/Statement of Charges FUTURE0 Date: 5/4/2005 Section # NW 26.23.04 Paci # 82 Service Installation LJ Size Meter Han C7 Slze 1 3/4 # ERU's 4 See Notes Service Address 166XX 53rd Ave So Tukwila 98188 Plat Name Chin Extension Lot # B, C, D, & E Owner Tritec Homes Phone# 206. 363.3705 E -Mail Address I Fax # A ent Andrew Gobel Phone# 206. 3833705 Mailing Address city zi Service installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: No LFC. Water main Installed through Chin DE project. Price per motor hang: $2 ,555.00 Service Installation $0.00 See Attached Estimate General Facility Charge Charge Local Facility 9 $8,400.00 $0.00 4 ERU's X $2,100.00 0 _ SF X $.40 per SF Meter Hang Fee $880.00 MXU $940.00 Other $0.00 Total Due: $10,220.00 Customer Notified Ely Polly PROPOSED USE SFR NOTES: Prepared By Polly Daigle Of Date 5/4/2005 Reviewed By Tom Keown ez G 00, Date y� y 1ps— Thomas Keown, P.E., Consl ction/Operations Department Manager Z � W; UO N 0 W =. J CO L„! W OO LL J N �. 2 C� W Z ZO �5 O co) � I— W W. U LL LLI Z U Co): O ,Z Z --1 0 _0 N rn Z - O -n :M = rn P o`. C C r n m. oZ =z C r� �m -n N m (a o r C� S �p Z .4 �. Z M14214 3 4.25 16449 `rte 16440 0, 7 M 14243 16 428 317 M13543 �`0 6,g 4 14 �� M14 ?g9 B0080 M 16453 „ M14345 8 0� X566 �s - 1-0 ti 16436 M142 -9� 16452 16448 M14623 15 16456 M144348 614216 13 HEIGHTS 9 11 614451 V1772 { 135.59 90 120 9017 V ��j 3 369 1 150 19 2 S' 16461 2 M7955 199.03 140 882 5190 16449 5166 5310 M8q 627981 M10839 M11188 S AVO11 f V3769 V3768 117.60 H258 105.81 8 1 H2 42 75 / D1 9 7 5155 5165 8 "01 v377 CO TRACT: 83- ,p.12 LOTH * LOT 4 0 M20830 I M20831 16603 1 1 16604 0.01 0.01 M2799 r 20 M2797 M2797 M �. 5140 `� t LOT I ° o ci (� 16615 0 0 1 M2aoo 2 ^ I 2 16612 4 \ W M2796 v 10 V4437 O 111.44 cD 5139 o N 1 662 5 3 ° N m LOT B H '`? 9 LOT C LOT 4 6 _ 503 ) 111.36 J 27. LOT D r 115 9 4 ° LOT A j3 6� to UW 802 H ^ M2794 LOT E 9 i 45 -82041 0367 i 83.73 4 1:100 I 1 5 w ' p 5 N ` v 16634 11 LOT 2 M2793 j M W m� ___1 16645 0 2'' M10263 6 ^ I.f) 6 = 16642 i 115 62789 d O N 75.0 N 16655 0 > 4 M2805 7 0 0 1 7 16650 °O M2788 ® 12 ® a m o - 1.6659 15 °o LOT 1 L� j 2 t 1l1 u i M2806 R I RR Print Re port for 16 - 53rd Ave. 5. @hydrant VH2929 _ Static Fire -Flow Residual Available Flow Available Flow ID Pressure Demand Pressure @Hydrant Pressure c 1 _, - _i JJ— J40 (Psi) 124.25 (9Pm) 1,000.0 (Psi) 111.65 (9Pm) 3,243. (Psi) _ 20. DEPARTNIENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL :. REGZST,'..# EXP :"DATE CC01 : t03 /22/2006 EFFECTIVE DATE 03/22/2002 TRITEC HOMES INC P 0 BOX 951 SUMNER WA 98390 ;r Look Up a Contractor, Electrici=.,or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License TRITEHI983D2 Licensee Name TRITEC HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601563418 Ind. Ins. Account Id Business Type CORPORATION Address 1 P O BOX 951 Address 2 Cancel City SUMNER County PIERCE State WA Zip 98390 Phone 2538637708 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/22/2002 Expiration Date 3/22/2006 Suspend Date Separation Date I SE3158 Parent Company Cancelled Previous License ASGCO * *084D4 Next License 03/22/2002 Associated License Business Owner Information Name Role Effective Date Expiration Date GOBLE, ANDREW PRESIDENT 03/22/2002 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received [Bond Name Number Date Date Date Date Amount Date Until 1 CBIC I SE3158 03/21/2002 Cancelled I 512,000.00 03/22/2002 Savings Information Pagel of 2 �2KI Z Q FZ �W UO N J H C W WO UQ = �W 1- W h- W 5 U� O co, � I— W uJ H H U- 1-- tai Z CO) O Z https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= TRITEHI983D2 08/17/2005 i• � f l i oA 1 i AI 11 11 N 1� • V A � u ■ 13, G, D, 1 ^ND B a Cy ve�. � P Cr'IStom- 1 S�S'�o5 1 11 10nu 01= _ mmir 0 % 1 0 ti 1 � 1 �o 0 SCALE: L . 0 LOT COVERAGE: AREA OF SITE 6105 SO. FT. COVERA6E 2,104 50. FT. LOT COVERA&E 32% LEGAL DESCRIPTION LOT B THAT PORTION OF LOTS 5 AND 4 BLOCK 2, VALLEY VIEW HOMES, ACCORD TO THE PLAT THEREOF RECORDED tu IN Vow 56 OF PLAT5, PAGE 81, RECORDS OF ICING COUNTY, Y ASHINGTON; T AITH THAT PORTION OF THE R1GHT 0 OF WAY OF 54TH AVr7. 4 JE 50. VACATED ACZORLDI NG TO ORDINANCE NUMBER 1256 \ �ry w M416H ABUTS LOTS 5 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. / J v J Q SAID LOT 5 AND PROCEEDING ALONG THE y THEW.--E 514y0356 "W 5836 FT.; THENCE IL N88��b05'53 111.44 FT. TO THE EASTERLY T' =` ='T =`� , p ; j f 7 0 1k 71 SAID EASTERLY MARGIN NI O3B6"E 58.36 FT. TO THE TR1JE POINT OF BEGINNING.: ►'r � o VF Q � i� m �I � o AI 11 11 N 1� • V A � u ■ 13, G, D, 1 ^ND B a Cy ve�. � P Cr'IStom- 1 S�S'�o5 1 11 10nu 01= _ mmir 0 % 1 0 ti 1 � 1 �o 0 SCALE: L . 0 LOT COVERAGE: AREA OF SITE 6105 SO. FT. COVERA6E 2,104 50. FT. LOT COVERA&E 32% LEGAL DESCRIPTION LOT B THAT PORTION OF LOTS 5 AND 4 BLOCK 2, VALLEY VIEW HOMES, ACCORD TO THE PLAT THEREOF RECORDED IN Vow 56 OF PLAT5, PAGE 81, RECORDS OF ICING COUNTY, Y ASHINGTON; T AITH THAT PORTION OF THE R1GHT OF WAY OF 54TH AVr7. 4 JE 50. VACATED ACZORLDI NG TO ORDINANCE NUMBER 1256 DATED NO` 3, IgBI, 01TY OF T "ILA, M416H ABUTS LOTS 5 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. DESCRIBED AS POLLONS: BEGINNIN& AT THE NOR T CORNER OF SAID LOT 5 AND PROCEEDING ALONG THE NORTH LIFE OF 585�60555"E 111.44 FT.; THEW.--E 514y0356 "W 5836 FT.; THENCE N88��b05'53 111.44 FT. TO THE EASTERLY T' =` ='T =`� , p ; j f 7 MARGIN OF 531W AVEMJE 50.; THENCE ALONG 1k 71 SAID EASTERLY MARGIN NI O3B6"E 58.36 FT. TO THE TR1JE POINT OF BEGINNING.: ►'r r Z, c � I fvlwAla cf w,.t and 00 to cr • : f Of T� / �!-- �•� !;.L�` .'tee "V"'t- !"n - 1 . --� �•i' r .- � + - r••► • • ce , - �... .2^'' ^ i•r' :�''"` � - s'r"^.. �. ".r "_+-' � 1qr c - (D �V z E Q 1 11.1 1 0 1 CMOF TtKW" JUL i 4 2105 r camrm 1�iC.OM ET` 1G 0 7 qr a ��gyt 6 � n E ��eef Ito III 46 04 116 q r A i tu O tu / J Q 0 d � O Q � 0 IL O I" IRON PIPE — BENT O.q '7'5 4 0.54': `V I �-- son _ 111.44_/ i TT' 5 i rO 1 I in J K m � Q 0 0 L4 << _ : _ •. a . - = �-- •' ^ • , nr 2:.' :z.x D q 1 1 1D.5� B, C, V lAIso r ry or I S�pARATE PERKR FAR' 1�ad+tr�1 Ptin�Di+4 (� Gas RP''rs Of T::IcvtZ.: �pIIiC OIVISiCM pwmm__ cm cw JUL INCOM r' t ; E LT ..a 1 � 005-229 4 ?. 4 L. 140 AmA �r r + . C7 40 SCALE: pl�[� 0 1 1014,00" LOT COVERA6EL AREA OF SITF 6,503 SQ. FT. COVERAGE 2,104 50. FT. LOT COVERAGE 32% LEC7,AL DESCR LOT 8 Ir THAT PORTION OF LOTS 3 AND 4, BLOCK 2, VALLEY VIEYV HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RE COfRDS OF ICING COUNTY, IHASHINGTON; T WITH THAT PORTION OF THE RIGHT OF KAY OF 54TH AVENUE 50. VACATED 1 N67 TO ORD I NEE NUMBER 1236 DATED NOVEMBER 3 I X81, CITY OF M"I LA, WHICH AWTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. BEGINNING AT THE NORTHYVST CORNER OF SAID LOT 3 AND PROCEEDING ALONG THE NORTH LINE OF 5884�05S3'E 111.44 FT. E 540556'104 5836 FT.; TI -ONCE N&V405 53'W 111.44 FT. TO THE EASTERLY MARGIN OF 531RD AVENUE SO.; THENCE ALONG SAID EASTERLY MARGIN N40556"E 5836 FT. TO THE TRUE POINT OF BEGINNINCG. R , _• E AR ' CODE CGS o r- Fnz'y jj I& J2 ji P q*ro�w is SAW tD errors r •: + I �Ao+�l of and �-� - � `-' `', ttc -��� w Ct �pproMed Field Go,A, and q — D �- Ike 4 of am r Nude 4 ow scope Pkw "*MOWN of S avid n —ai= a r err pear► • re z 2.00 II�c m 0 y �4 pill 6 F SHORT PLAT N0. l_03 -070 TUKWILA, VTAKNING: THE CITY OF IUKWLA -- HAS No RESPONSIBILITY TO BUILD IMPROVE. MAINTAIN OR 07HERVASE SERMCE THE PRIVATE ROADS CON TAINED WITHIN OR PROVIDING SERVICE TO THE PROPERTY DESCRIBED IN THIS SHORT PLAT MVNTOdANCE EalT: SAID TRACT A TO BE MAINTAINED. REPAIRED AND /OR REBUILT BY THE OWNERS OF THE PARCELS HIVING THE LEGAL ACCESS OR SERVICE THEREFROM AND THEIR HEIRS ASSIGNS OR SUCCESSOR, r - -,- FD. 2' BRASS DISK SEA INC LS 15650 VISITED 3 -00 i 10' SANITARY SEWER EASEMEN T 1 �WEST LIMITED ACCESS LINE 0.97 do 0,541 DELINEATED ON FACE OF PLAT TO BE RECORDED WSOOT SR -5 t 1 ANITIRY R NO RUNOFF INCLUDING DOWN SPOUTS, E 0 S SEwE E KENT SHALT, BE INFILTRATED INTO THE GROUND � 162.85 CPLAT) I REC. NO. 8203090493 • THROUGH DRY WELLS OR PERFORATED ACATED TH REC. NO, Oa50608000777 � � � .� . 111. - .... ` - INFILTRATION PIPES AND TRENCHES EXCEPT '� ' NMI -- -- -- .. .t_..0 .... �- ,•..r , AS DESIGNED IN APPROVED ENGINEERING 0000 --- V L: � PLANS. LOT B �►--- , 5 6.503 S.F. •d , 5.00 .. ' . WATER T SCALE: 1IP 30 FEET TRACT A IS A PRIVATE ACCESS TRACT 15• WATER x FOR INGRESS, EGRESS AND UTILITIES FOR ' 20 PRIVATE INGRESS,. 3 LOT I • . EASEMENT • O° X09 P O IN T w• ! 1 Q' SAN. SEWER THE BENEFIT OF THE OWNERS OF LOTS B. � �, j,� .�.r � EGRESS do UTILITY 6.500 S � � r- � �+ i ' -- --1 L.. r....,,, TYP. "' -- i I ( : EASEMENT D 5 30 60 C, D AND E. OWNERSHIP OF LOTS 8. C D. �' , , - FIRE HYDR NTT C. D. AND E OR"C ""- --'- -�-�' ---� -'� T BE RECORDED AND E WITHIN THIS PLAT INCLUDES AN . ; , o . � � B . , � `p'� 0 . ,_ N r EQUAL AND UNDIVIDED OWNERSHIP INTEREST ; _ ...._ ._.. ; S o 10 PR! ATE OR/1jN IN TRACT • AND AN EQUAL AND , ; - — ""' '� :� ---. a •' 15 PRI VATE DRAINAGE INSTRUME 7�1�03 Dwo NQ A EASEM T Z p 111.44 UNDIVIDED RESPONSIBILITY FOR THE � $ _ • - .� 36'E 111. / - .EASEMENT A 88 MAINTENANCE OF SAID TRACT. TRACT A IS • . � � '� ..TRACT ' � �— � - � r.- , 78. „ _ AT�pV T USM S SECOND 10TAL ST ALSO SUBJECT TO UTILITY RIGHTS FOR THE - _ . .�..._. ,_..,,. ____ ....... 121.44 -- --- BENEFIT OF LOT A OF THIS SHORT PLAT, ♦ , } ,•►...� ..,..._ ,,,,, „_ • , FIELD SURVEY CONTROL S B p-- -- • , n 88''Oa � • LE.a tip- f 93. _ E _ . CLOSED TRA VERSE' LOOM MINIAdUAl --• •s• w 111.44 ,• PNVATE SEMI T X73' 8 1 ; CLOS OF LOOPS WAS 1: ? ?.000. IN an a I THAT PORTION of LOT 3, BLOCK VALLEY •. ' . _ Y 2, r--- 0000- �• - f�1MCE I►I►lTH WAc .mac ?— r--o9a , . 10 l PRIVATE SE , . �w ' ... ' , , VIEW HOMES* ACCORDING TO THE PLAT - • a' • , ° TO BENEFIT LOTS A.B THEREOF RECORDED IN VOLUME 56 OF ` 1J w • d , , i 1 O• ` ; - • r 1 r - 1 , t , . N.:. LNE .LOT 4 PLATS. PAGE 81 RECORDS OF KING vlEw HOM s . • `, t , i /' • r / , w ' ` 2 ,. }. � R 1 +,�• itl •,1• , • r t- t 1 } r '! ' . • ,,� a LK v.LEY COUNTY WASHINGTON N w CoR SEC - - .� LOT _ ,® a LEGEND t""..' C s 26 —T23N RAE 8.500 S*F. h h AND THAT PORTION OF THE RIGHT OF WAY FD. 2 9�2ASS DISK 20 ,� . L O T ,J �.::. •• .. , '�' 7 2 .ir! • • 1 . 1 OF 54TH AVENUE SO. VACATED ACCOFONG !N CONC MATH PUNCH 1 0 1 L A J ; MARK (ENCASED) � •np ��. �� 1 0.. R ATE .. _ . - TO ORDINANCE NUMBER 1236 DATED LOT E SE R PR,V�TE . S . ® MONUMENT FOUND TYPE AS NOTED NOVEMBER 3. 1981. CITY OF TUKMALA. VISITED 3-00 a W 4 SrF • ACCESS do ► ' ` MrHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 ''c ' UTILITY TO 1 0 FOUND REBAR •' A _ OF VALLEY VIEW HHOMES .,.. J LOT 40 . _ . EASEMENT � � _ .. . • < - t BSBL FOR LOT C !� ai SET REBAR AND CAP LS 011332 DESCRIBED AS FOLI.OMIS. > �. .... j 10 SANITARY . • - t :. CTYP) SEWER - - O IRON PIPE • 0000 t . EASEMENT 1 BEGINNING AT THE SOUTHWEST CORNER OF bft 30 00 ..._._ �,•�, 30.00 ._..... �' j`J - SAID LOT 3; THENCE NORTH 01'03 • _`." AFN82 94 FENCE EAST ALONG THE EAST MARGIN OF 53RD AVENUE SOUTH 20.00 FE ; u .. ��, p cow ROCKERY 65 162. (PLAT) • • THENCE SOUTH 88'0553' EAST 111.44 FEET: $ 4 � , , 1 T T 'Q 9'E 22Z6T , �; BSBL BUILDING SETBACK LINE THENCE SOUTH 0 '03 56 WES 5.00 FEE �, P T BEGINNING OF TO THE TRUE of .. �• ' }•• . - . FRONT YARD + HEREIN DESCRIBED PRI VATE SEWER _ _ • • i soft EA ME T; Co I n THENCE SWOW53 92-00 FEET; '� = : N 1 SLIDE YARD ; THENCE S01�03 56 W 10x00 FEET, 2 0 9 `6 'THENCE N88''OS 53'W 92.00 FEET. W - 0 �► REAR YARD THENCE N01 �,3'S6"E 10.00 FEET TO THE x TRUE POINT OF BEGINNING. - - , • .. 4 _ , . .. • •� r . C,.•1 • PLAT OF VALLEY vtEw HOMES T 1M7H THAT PORTION OF LOT 4 • Q THE BLOCK 2" VALLEY VIEW HOMES. s OOROED IN L '' � � �` � _ : ; � . � . .. 11S RECORDED IN VOLUME 56 OF TO THE PLAT THEREOF RE :a N ) _ . . I '• -� s PLATS AT PACE 61 • VOLUME 56 OF PLATS, PAGE 81 • RECORDS OF KING COUNTY. WASHINGTON �, r _ ' •1 AND THAT PORTION OF THE M04T OF WAY - ., .: _ . m a _ .: �• QE BEARING OF 547H AV" S0. VACATED A ... � ~ � � E ORTHWE . WEST LINE OF T H N ST TO ORMANCE 1238 DATED OUAR of SEC. 26.T23N.R4E NO 3 1981 CITY OF TVKULA. . �`• ` t _ . ' • g t BEING S 01 VX56 w 11 "CH ABUTS LOT 4 IN BLOCK 2 OF i W VALLEY VIEW HOMES - vow 'BENCH M N s r DE AS F�OWS: O s h - , .... c . • 1. _ - ' !�f �' •' WSDOT 529 BEpNNING AT 1W POINT OF INTERSECTION '� 3 8R DISK SET IN CONC. s • • • • i S _ , �•!.• - • - IN CASE OF TIME EAST MARGIN OF SAID VACATED a 1 ++ i - R • ` 1 54TH AVE. SO. wI EASTERLY TH THE EAST Z • Ex OF THE S01 TH uNE OF SAID LO • AM >' N8M 17.00 FEET TO THE _ = 09 o W .pp� _ _ _ A , - E�IEV = 241. i T � OF THE I W SANITARY T .. F , - • - . e AS RE REC. NQ HNVRANT N _ 222M t • � _ 88'05"42" W (P OF VAt„LEY MEw • ViEST 1 /4 COR SEC S) '. NW 1080330E SUM CA lo WEST LIME Fn. 1/4 IRON PIN 1 68TH ST (V ACA TED) IN CONC ( ) - . _. , � 19.50 FEET TO THE TRUE POINT OF 'MSITED 3 BE OF MERE! PRIVATE - . EASEMENT: SEA . o Baima n c. C. 7H E M M N01Ow&n 10.00 �" �, R FEET: y� sllGIxSRas A 3uavzTOA9 a V4DOCE Na8'i00'Mft 24.71 FEET; •`•� ° aOITlS I�QUL - .�r S'S3.4T 02''E 17.69 FEET: FOR 420 3R OOOCI =0 7"DOM Sa0CO54n 10,25 FEET TO 7i N. � ow eY DATE .roe Na 2333-001 2�-00� • FONT OF eE _ . _ Lim p too �' _ - f `�4L t `` CHM BY SCALE SHEET at ' .'► ` ! 6r�1L1aw/ wit Rw TM•S1+Tt . . ` lar IVA .'• T- i.,.. •g.alM.'.IR,/a +VI••. ai +-. °S .r. - ...,„ ..:.y - „ ter.... • r_ - . Y+. r ► . •.'' .!f - . a . !► ►. ••-_ r..; _.. .... .w••. rrc .ytw • ••. - f•+•_,... _ _ _ 40.4. ...� .,�...� -`.� .1•r• ar. - •. '..+.+fir • -'!`..> .•. A/ .. LJ RECORDING N0. r CALE: 1 vices _ w arc. VOL/PAGE 0 dw PORMON of _1/4 of 11...1/4v Seffam�— aJ.� .• t! 1 1 1 i 1. 32 4 , 3? r , I , i I i F ir k 4 t o • I" DOMES11140 WATER SERVICE METER PER VAL VUE SEWER DISTRICT STUS. t� IQL 4 U 5 IU 20 SCALE I " = ' 20' 1 - 1 01 1 hPI M)I 1 -0" GA TE VALVE (Wx 1 -8 "x 6' TEE (MJxFL) 1 -8" PLUG (MJ) 1- 6' NIPPLE (LENGTH AS REQUIRED) ' W/ CONC. THRUST BLOCKING 1 I I Ex. SSMH# 2O -24 TO REMAIN F RIM= 252.Of . E x. Inv=247JOi Out (Verify) { t.Jlti 1 /'1r tLVJV7V�7 ' HOUSE t :• , ; U) Uj • ;� i c - w ALL MATERIALS AND CONSTRUCTION TECHNIQUES SHALL BE PER Y r HIGHLINE W ATER DISTRICT STANDARDS - } L ti _ I _ _ LUAU, DESCRIPT LOTS 3 AND 4. BLOCK 2. VALLEY VIEW HOMES. ACCORDING TO THE PLAT THEREOF RECORDED W VOLUME 56 OF PLATS. PAGE 81. RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 1236 DATED NOVEMBER 3. 1981. CITY OF TUKWILA. WHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. -10' SAN. SEWER ESMT. 'TO BE RECORDED PRIVATE DRAINAGE EASEh- EEN T Ex. SSMH# C20-25 TO R MAIN RIM= 241.01 RAISE TO 1`11-,AL GRADE Ex. Inv =231.7 In Ex. Inv =231.5 Out (Verify) - Ex. 8 "SS TO REMAIN 10' SAN. SEWER ESMT. AF#8203090494 REFERENT THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. }BASIS OF. BEA[UNG WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26.T23N.R4E BEING S 01 W ,CEI WSUOT 11529 3" BRASS DISK SET IN CONC. IN CASE NAD83 ELEV as 241.09 To- I r- r-- O } 0 a 1 Z u t•t : I• - I A .. t V) s � 0 z , r - W 4 20' REVERSE SLOPE q1 V) DRIVE -WAY CURB CUT a --- S. 1 - sl l 1 '� �. .. v W ~ L VICINIT'Y P 14.T.S. LUAU, DESCRIPT LOTS 3 AND 4. BLOCK 2. VALLEY VIEW HOMES. ACCORDING TO THE PLAT THEREOF RECORDED W VOLUME 56 OF PLATS. PAGE 81. RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 1236 DATED NOVEMBER 3. 1981. CITY OF TUKWILA. WHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW HOMES. -10' SAN. SEWER ESMT. 'TO BE RECORDED PRIVATE DRAINAGE EASEh- EEN T Ex. SSMH# C20-25 TO R MAIN RIM= 241.01 RAISE TO 1`11-,AL GRADE Ex. Inv =231.7 In Ex. Inv =231.5 Out (Verify) - Ex. 8 "SS TO REMAIN 10' SAN. SEWER ESMT. AF#8203090494 REFERENT THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. }BASIS OF. BEA[UNG WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26.T23N.R4E BEING S 01 W ,CEI WSUOT 11529 3" BRASS DISK SET IN CONC. IN CASE NAD83 ELEV as 241.09 To- I r- r-- O } 0 a 1 Z u t•t : I• - I A .. t V) s � 0 z , r - W 4 Z h- Z :c 0 - J U z CL Z Ix a z 0 Q J J R 0" RE CEIVED • TU KW!LA r�. euc vic, p� v C all before you 0 Di g. 14004.24 -5565 1 ____ 4(USQ motlo arTie.4 o u1blY UNM ITS CQGXT r r.. ` I r • • � • tt • ft PORTION OF THE S.W. 1/4, OF "fHE N.W. 1/4. OF SEC. 26 TWNO 23 N., RNG 4 E., WIVI � ,� CITY OF TUKWILA, WASHINGTON 2' HIGH ROCKERY FOR TREE WELL t, I I u It It it u 11 u II u I I it n rI u It It u ,I u 11 11 I: XIS IINC CURB, CUTTER � AND SIDEWALK It' APPROX. LIMITS OF FILL FOR :SIDEWALK, (TYP.) APPROX NIAlr_ L.UCA11UN EXIS' WA BR SS DI I t, ' N • it 1, It u It u I I. II I, I It It ............ . n 20' REVERSE SLOPE q1 V) DRIVE -WAY CURB CUT cV) li • - PER I(CRS DWG No. 3 -U05 u a: W ~ I Lm >0 IELEf'NUt;E -r'' Ij I 1 -8 8" TAPPING TEE (FL) ►� 1 -8" GATE �/` 0 ''`'a '' V1 ;LVE FLxMJ ( ) W /CONC THRUST BLOCKING ° 0a . I o w N z 6 •: O (TYP.) Q ' Q u f' -I()VF EXISTING I ..o. 948 SIDEY id...K & ROCKERY u z C� z ~ W _ N 2:1 W /5' SIDEWALK i Z h- Z :c 0 - J U z CL Z Ix a z 0 Q J J R 0" RE CEIVED • TU KW!LA r�. euc vic, p� v C all before you 0 Di g. 14004.24 -5565 1 ____ 4(USQ motlo arTie.4 o u1blY UNM ITS CQGXT r r.. ` I r • • � • tt • ft PORTION OF THE S.W. 1/4, OF "fHE N.W. 1/4. OF SEC. 26 TWNO 23 N., RNG 4 E., WIVI � ,� CITY OF TUKWILA, WASHINGTON 2' HIGH ROCKERY FOR TREE WELL t, I I u It It it u 11 u II u I I it n rI u It It u ,I u 11 11 I: XIS IINC CURB, CUTTER � AND SIDEWALK It' APPROX. LIMITS OF FILL FOR :SIDEWALK, (TYP.) APPROX NIAlr_ L.UCA11UN EXIS' WA BR SS DI I t, ' N • it 1, It u It u I I. II I, I It It ............ . n 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A -21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED. IN ACCORDANCE WITH ANSI SPECIFICATION A -21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY -TWO INCHES (42 - ). 3. ALL VALVES FOR WATER MAINS SHALL BE RESIDENT KEDGE GATE VALVES FOR TWELVE -INCH (12 ") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH ( "). 4. JOINTS. EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS. SHALL BE EITHER MECHAN!CAL- BOLTED TIPE, OR PUSH -ON RUBBER RING GASKET TYPE. CONFORMING TO AMERICAN NATIONA_ STANDARD A- 21.11. . 5. PiPEFITTWGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, TUNING AND STRENCT'i AS THE PIPE TO W HCH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A -21.10 AND A -21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHAH BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER- PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST. AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER, PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT. INCLUDING ALL CONNECTIONS TO E]aSTING MAINS A: A MNIMvy TEST PRESSURE OF 200 PSI. 7. DISINF Cf THE NE% WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WA7ER MAIN At, :) %iAL.L, BE IN ACCORDANCE MATH THE LATEST PRO VISION S OF AWWA C 601. S. THE CONTRACTOR SHAL OBTAIN ALL NECESSARY WA TER SERVICE CONNEC :ION PERM TS FROM THE C.TY OF' TJ KWfIA1,A PR10R TO C'ONSTRUCT04. - 9. INST A;`A-.Oe: O CORPORATE STOPS_ WATER SERVICE. U NES AND METERS Sr+ ' -1 SE PER GTY OF r.UKW*.A S- ANDAROS & SPEC3FICAr,ONS. SERVICES SHALL BE A MWA&W 3 /4 ;r;_ O TY O n. W. A W"i INS ; A-L THE METERS - 1 0. RESTRA&%E JD.'' _-S StsA L BE USED AT AL.. BEN.0'& FOR TEES. SC +tiO ' SENDS. A Srz %. CIRC.:MSTANCES• :;.;. _,1C`"G SHALL ALSO BE USED. SEE STAN ZARD DET _ 11. A::. NA T E.•R M. - ` • : S Sn.R r AVE A BLOWOFF ASSEMBLY AT LOW MST AND AN A.R : i, %..; 9 iREL;EF VAOE. AT r :. + PO. \ T Of MAIN. SEE STANDARD DETAJLS Wl1AA••i -1 AND rASJ -:- 12- TnE F..qE ASSEw_ Se•� COWORM Tv S TAfhDAFC STAPC r...v_ o. �: -O F,�..S. �O2.�ic Mt;ri :ME iOwEST O�.TEE': Sc:•G ASS ; -,A.•. '= & /�� "4r•' _ Dt AN., A C. �_ ii ONE �� pp,.••� �� -. �fV1G5 `1� ` '�� .! � • S �w M RA � HiI'rQ Z ONE /'11�►/\/.�w �':1v�V� i CF 36 +ti�S ; _ic ':•f i-„�e. PORT SMA;,L FACE S.r E- CR FA%L A% cSS_ 11 A.,L `•s. :E = :�.S .` ,.:- -C rrk,;hTS- CIF -AAY OR EASEhtE.vTS %-A._ SE GRAZE AF 7Ei PIAV-% ; -S CDrPLFTE :. AZ - X>CA..%CE WW>t `4t> ME ,: TY Or hw� 14_ oAL7tF;,Cr ;,ttiL,:FS RE:. WTH FIRE PROTEC Q4 AID 664CAT -4h SYSTEMS, Atli 7CO BE 04TH PER 7 ; CITY OF . JKIt1B.A'S DETAILS. 1 S. THE .+�E�; L,hC M S1STDA Ste► E£ AP'PRCAZ BY 11C FLUE AIArRS.hA%. RAMC MTALtEO 6 T A STATE FEE SPF&f"a CQ"VWTOR 16. STREET CR PAW-24 LO' "tJFW 94^1 BE PAd XD s7H FOM"A NO-Y1 'YELLOW; 15 FEE: 01 EA.h SAX OF A" FIK hl'OR/r1 M AS OIAECID 8Y g+E QTY_ u o no }+ w ci J I N u I M � a w u a � J �• III -�,� +. � p da a: M 4 M 4 p M I M I TV x w 80X d i } u t3�x a r It � a u u � ' � I • � 3 j t a i - x = s • t i i K 0 r I& r 1 ti 's 20' REVERSE SLOPE q1 V) DRIVE -WAY CURB CUT cV) li • - PER I(CRS DWG No. 3 -U05 u IELEf'NUt;E -r'' Ij 1 -8 8" TAPPING TEE (FL) ►� 1 -8" GATE �/` ''`'a '' V1 ;LVE FLxMJ ( ) W /CONC THRUST BLOCKING REL )CATS EXISTING Ii \ UTILIT ES AS NEEDED. „ 6 •: O (TYP.) Q ' Q u f' -I()VF EXISTING I L�, SIDEY id...K & ROCKERY u C� P z ALONG 'I FRONTAGE *1 REPLACE 2:1 W /5' SIDEWALK i 1 -SEE DETAIL u V; r 20 ^EVERSE SLOPE u D r'E qAY CURB CUT PER KCRS LWG No. 3 -005 - u SAWCUT EX. C:URB.GUIIER tic SIDEWALK 0 f 4EAREST JOINT, a 14 (TYP.) 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A -21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED. IN ACCORDANCE WITH ANSI SPECIFICATION A -21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY -TWO INCHES (42 - ). 3. ALL VALVES FOR WATER MAINS SHALL BE RESIDENT KEDGE GATE VALVES FOR TWELVE -INCH (12 ") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH ( "). 4. JOINTS. EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS. SHALL BE EITHER MECHAN!CAL- BOLTED TIPE, OR PUSH -ON RUBBER RING GASKET TYPE. CONFORMING TO AMERICAN NATIONA_ STANDARD A- 21.11. . 5. PiPEFITTWGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, TUNING AND STRENCT'i AS THE PIPE TO W HCH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A -21.10 AND A -21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHAH BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER- PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST. AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER, PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT. INCLUDING ALL CONNECTIONS TO E]aSTING MAINS A: A MNIMvy TEST PRESSURE OF 200 PSI. 7. DISINF Cf THE NE% WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WA7ER MAIN At, :) %iAL.L, BE IN ACCORDANCE MATH THE LATEST PRO VISION S OF AWWA C 601. S. THE CONTRACTOR SHAL OBTAIN ALL NECESSARY WA TER SERVICE CONNEC :ION PERM TS FROM THE C.TY OF' TJ KWfIA1,A PR10R TO C'ONSTRUCT04. - 9. INST A;`A-.Oe: O CORPORATE STOPS_ WATER SERVICE. U NES AND METERS Sr+ ' -1 SE PER GTY OF r.UKW*.A S- ANDAROS & SPEC3FICAr,ONS. SERVICES SHALL BE A MWA&W 3 /4 ;r;_ O TY O n. W. A W"i INS ; A-L THE METERS - 1 0. RESTRA&%E JD.'' _-S StsA L BE USED AT AL.. BEN.0'& FOR TEES. SC +tiO ' SENDS. A Srz %. CIRC.:MSTANCES• :;.;. _,1C`"G SHALL ALSO BE USED. SEE STAN ZARD DET _ 11. A::. NA T E.•R M. - ` • : S Sn.R r AVE A BLOWOFF ASSEMBLY AT LOW MST AND AN A.R : i, %..; 9 iREL;EF VAOE. AT r :. + PO. \ T Of MAIN. SEE STANDARD DETAJLS Wl1AA••i -1 AND rASJ -:- 12- TnE F..qE ASSEw_ Se•� COWORM Tv S TAfhDAFC STAPC r...v_ o. �: -O F,�..S. �O2.�ic Mt;ri :ME iOwEST O�.TEE': Sc:•G ASS ; -,A.•. '= & /�� "4r•' _ Dt AN., A C. �_ ii ONE �� pp,.••� �� -. �fV1G5 `1� ` '�� .! � • S �w M RA � HiI'rQ Z ONE /'11�►/\/.�w �':1v�V� i CF 36 +ti�S ; _ic ':•f i-„�e. PORT SMA;,L FACE S.r E- CR FA%L A% cSS_ 11 A.,L `•s. :E = :�.S .` ,.:- -C rrk,;hTS- CIF -AAY OR EASEhtE.vTS %-A._ SE GRAZE AF 7Ei PIAV-% ; -S CDrPLFTE :. AZ - X>CA..%CE WW>t `4t> ME ,: TY Or hw� 14_ oAL7tF;,Cr ;,ttiL,:FS RE:. WTH FIRE PROTEC Q4 AID 664CAT -4h SYSTEMS, Atli 7CO BE 04TH PER 7 ; CITY OF . JKIt1B.A'S DETAILS. 1 S. THE .+�E�; L,hC M S1STDA Ste► E£ AP'PRCAZ BY 11C FLUE AIArRS.hA%. RAMC MTALtEO 6 T A STATE FEE SPF&f"a CQ"VWTOR 16. STREET CR PAW-24 LO' "tJFW 94^1 BE PAd XD s7H FOM"A NO-Y1 'YELLOW; 15 FEE: 01 EA.h SAX OF A" FIK hl'OR/r1 M AS OIAECID 8Y g+E QTY_ u o no }+ w ci J I N u I M � a w u a � J �• III -�,� +. � p da a: M 4 M 4 p M I M I TV x w 80X d i } u t3�x a r It � a u u � ' � I • � 3 j t a i - x = s • t i i K 0 r I& r 1 ti 's III 1 z91 ; IWO au"1w 901MI ro DU NIYPM SWtW TV dw 9011111MId subu d16460 d .♦ 11 0 m =iwli 10"Ot •O tr m" t UMM MWUW 406MU 04ftYtWA "LIM rolNmlovow NI am ~w �u vfr w imiI► Now L%v M4OWS L1 "WIN I" NO '-ft" " Ol WOfW *XO atY1W1'W "IM Wd 01 ON W mW A#db" it O O 0- 6-- 1 -a 9 1 Ir at I 8� � � dig y �M� s� � a p it lip lip- i t s SIN all ID i 1 6 �, 9 g I �e 1 � . e � '� g 6� " t � �, # @ gf 5 �e Ile f � tlE � � � � E � ��` ILI �z s � °3 i e m fo- i gil e xx @3 time 12 z XMI il tit v gin r �... 1 t YSt S 9 i { > 3 o Y � o o ono 0 C B x s mug n tj LLI 6 " s 14 s 0- 6-- 1 -a 9 1 Ir at I 8� � � dig y �M� s� � a p it lip lip- i t s SIN all ID i 1 6 �, 9 g I �e 1 � . e � '� g 6� " t � �, # @ gf 5 �e Ile f � tlE � � � � E � ��` ILI �z s � °3 i e m fo- i gil e xx @3 time 12 z XMI il tit v gin iu ILI Of lu ot Igo Z IL 15, U4 L gwo lu �� @a�S��a EL � ID ju l o w Rio 11 its rl gig IV, 9 1 a jg6 R u ���llWon a Y �B �p� -r o d ci CW "l AL Ll IL it IL Sf - m h P ? 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IVA-' 14 003 ILI FL XW 8 w LL � D a . �� � z c Iq — 9 O Q o J LE L W P — _Llmj� Pil �q I o Stu _ I Ing T%) X �v W 2: 0 sbx V)-A in iz P py pig Ln y a V L k 6N �6� �� QC LL 3�C��g3 �� J � i m � n n� } Y in � r in lu J tL ID LA — a'PI" -FI" B8 $ LL �0 F E 1 4 of z !i ! �g� YSt S 9 i�e p 4 ry tit g � p A P Y C B � e yy 8 H�a 6 " s fit s LE L W P — _Llmj� Pil �q I o Stu _ I Ing T%) X �v W 2: 0 sbx V)-A in iz P py pig Ln y a V L k 6N �6� �� QC LL 3�C��g3 �� J � i m � n n� } Y in � r in lu J tL ID LA — a'PI" -FI" B8 $ LL �0 F E 1 4 of z e 5 6 ee in i �Aa9y9�ANAA f� t 1 i i. rj i f i y i 6 t !i ! �g� YSt S 9 tit g � ill �.1 ei13 l al l a, . e 5 6 ee in i �Aa9y9�ANAA f� t 1 i i. rj i f i y i 6 t 0 FINISH PER ELEVATION O/ IS Le. SLOG'. PAPER OR AIR INFILTRATION BARRIER D/ SHEATHING, PER PLAN 2X6 STUDS • 16 O.G. R -21 dATT. INSULATION R -90 BATT INSULATION 3/4' T4 PLYWOOD SUDFLOOR GLUED AND WAILED Z- FL/SMNS WOOD TRIM OPTIONAL Z (1) 04 BAR �O GOVT. TOP 1C TI ON T'L - Q IF w � � 2X FLOOR JST OR T.J.I.'S PER PLANS 2_X6 TREATED SI II PLATE Y� in' DIAMETER LL V ANCHOR DOLTS AT 4' -0' O.G. AND 12• MAX. FROM ENDS, OR Z L PER SHEAItWALL SCAMPUL.E I i ,•MIN. EMemMENT t J HOOK DAR PER IRG 405.1.3 � " 6 MIL. BLACK VAPOR BAPMER 1 �+_ T7 / 1 (2) 04 CONT. BOT. 4 4 « 8 « 4r FM DRAT SCALE 1" ■ 1' -0" 11 FDN. N ALL PRAMIN6 MV FOUNDATION I6' O.G. DIT ON I_ SILL PLATE YV 1/2" FINISM PER M"ATION O/ 2,X6 STUDS • 16' D.G. IS LB. M.M. PAPER OR AIR It' FILTRATION BARRIER R -21 BATT. INSULATION O/ SHEATWHO PER PLAN 8-90 GATT. INSULATION HA TERPROOF 4' GONG . SLAB 3/4' T46 PLYY40M SUIMFLOOR EXT. 6L.UED AND WAILED. , STUB OUT 042L4 2X4 STUD'S AT 16" OZ. I6' O.G. I_ SILL PLATE YV 1/2" Z AIR INFILTRATION BAIQRIER O/ ', PER - ( i i DA1 PLATE M 1/2' DIAMETER IL (U M'4 GONT. T ANCHOR BOLTS AT 4'-0" O.G. �'M DOLT AT 4 -0' O.G. AND MAX. AND 12' MAX. FROM ENDS, OR Z- fLASt~MN6 PER g' PER 5 SGH�EDUL.EOR ?' MIN. EMIBEDMENT J HkJOK D,AR 4' COW,. SLAB O/ T' MIN. 6 MIL. VAPOR BlA� O/ FM NAG 4MJ.9 Z_ 6 MIL. BLACK V.B. I y _ — , d d) _____! I __ L 4A STORM DRAIN IF C .�. O ., c (2) 04 CONT. BOTTOM �,� E � Q � 4I�7N1. PERF. « 8 r r J HOOK BAR DRAIN PER m4050 SCALE I' s 1'-0" M22 PORCH 5LAE3/FDN, • ONE STORY f`RA M 11N6 , At'D F+O MATION L DtNEN510N 2X4 STUD'S AT 16" OZ. PER ELEVATION O/ 15 I.M. OLD& PAPER OR AIR INFILTRATION BAIQRIER O/ ', PER 294 TREATED SILL PLATE M 1/2' DIAMETER ANCHOR BOLTS AT 4'-0" O.G. AND 12' MAX. FROM ENDS, OR Z- fLASt~MN6 PER g' ?' MIN. EMIBEDMENT 4' COW,. SLAB O/ OPTIONAL 6 MIL. VAPOR BlA� O/ - z (u a4 BAR I 'p COW. TOP L 4A STORM DRAIN IF C .�. O ., c I �,� E � `+ J HOOK BAR PER m4050 (� 1 W 44 COW. BOTTOM 4 • ONE STORY MAIN 4 $" 01 4 • TWO STORY SCALE = I' • 1'-0' 5p T*rFI rvARA&; FDN, Z7tb T1lfJATED SILL PLATE w VX DIAMETER Zxb STUM AT 16' O.G. A 44OR BOLTS AT 4' -0' OZ_ AND L2' MAX FROM ENDS, OR ■"a TYPE W OY49. • ALL PER SHEANRY04ILL 00 L1V1Nlri r4AL.LS. T tow 5/4 TOO PLYY4001D SLMYRJL R -21 IMATT. PeR ATION FACE .STAPLED. E)cr. QiL, mp Alai IMAIt.ED. FQUNDATION NQTES I. IWITTEN DIMENSIONS TAKE PRECEDENCE OVER SGAL.ED DIMENSIONS. 2. ALL FOOTIN" TO HAVE A MINIMUM I EPTH OF 16" BELOW F INISHED GRADE. 9. 'STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL C.ONGMtET'E FOOTIN" TO REST ON FIRM UNDISTURMED EARTH WITH MINIMUM 2,000 PSF BEARMS PRESdURE t'�EFER TO SOILS REPORT TWIN REMIRED). S. ALL WOOD IN CONTACT WITH C.ONCOL"E OR MASONRY OR EXPOSED TO EARTH OR MEATH ER, TO BE PRESOURE TREATED. 6. VERIFY AL.L DIMENSIONS AND FIELD CONDITIONS. 1. PROVIDE TEMPORARY BRAGIN6 AS REGARFD. UNTIL ALL CONNECTIONS AND STIFFENINS HAVE BEEN INSTALLED. 6. PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. 4 1. PROVIDE 15 FOUNDATION VENTS WITH 1/4' CORROSION RESISTANT WIRE M11ES1s! AS BRED PER CODE. 10. 0 DENOTES BEARINS POINT IN 2X4 PONY WAIL, PROVIDE MIK (2) 2x4 STUDS • INDICATED POINT L942M NOTED OTHERWISE. 11. CRAW. SPADE TO BE A MINIMUM OF 16" BELOW FLOOR JOIST AND 12' BELOW DEANS OR &I WITH MIN. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12" AT SEAMS AND EXTEMMV UP 'FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO BE 4x10 wDF (SEE %VET I FOR LUMEER STRENOTH WAXES). UN EW NOTED OTHERWISE. 13. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL UN UM05 NOTED OTi MW4SE. TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24SO4`xl0r TWX WITH (2) 44 BARS BorroM EACH WAY, UNL E56 NOTED OTHERWISE. S. FOUNDATION ANC.HHOIt BOLTS R15WRE A MINIt4" OF 5mxSNI /4' PLATE WASHERS. M 8602.11.1 FOOTI SCHEDULE 24' DIAMETER X 10' THICK COOW.GRETE FOOTTNO WITH (2) 04 BARS EACH WAY. 90' DIAMET X 12 THIC M) 04 BARa3 EACH MAY. 30' 24axO' THMGK CONTRWOM C 0W, r-0 TIN6 WITH (3) 04 BARS. 9/4' Tab PLYY4XV Wcr. 6L .I AND NALEP R BATT_ M.ATION ?4K C 2X SOLD BLAXAGM z t 4' GGN1G SLAB O/ 2X F OOR JOl it S`M amAlm F P! WNG 501ST 1E b .. VAPOR BA!MNAM 0/ OR T_JJ. PDT *L/ be 4 MIL i01! T,1l.'3 PIER M"L.AiiS METAL MM TO GQ•EGTp1t I "C 44 . 444 PMT 'R ? R -60 BN1TT. lISL+L/R 4 A6 • 4N6 PST 1 x I METAL M'pST i MST FM R/Md lU IQAR i Z SAW l 0aw. TOP _ _ : ; _ c _ = - ; = _ i O 1 PS" • 4" PC'T 9wLDNi *I11r!'!t 'fp w aRATJE no ► ! 1aptAHFTr /M Ort EallAl f � t z d�Aille[ elm cm as CON! wrrom 4' � rM►Y • � 1DOLI►7!D V S •�- -- G/Ii.E - r : r - w IT3QrA7lp PTOW ow 10 x.KE 4 5E/GARAGE FVN. CONTINLOJS FOOTIN& FOUNDATION VENT CALG5. of * S.F./ 150 = 657 S.F. FD". VENT Rr;w. 105 / 144 x :75 = 541 S.F. P'E'R VENT. 657 S.F. / 54? = IZ F K VENTS Imo. p VO_ .I . .//� `Mrs.— •4mb/i — — +mow.+.- .^. ,rr...�_ -- — . - ��^F+�-�+.w� -._. _. ....,�, - :rte... ��.-. ._ ti..�� _.�.. �. _ _ : ,r. s..__- �..+...�..�.- . _. 3 — 1% A 40 r 4m sr l' COdt ,�O' I D L T r� AU _ l ,lUL '- CD �V z a 2�© 0 a y �! f ill list 149 1 e S _ it w� -i,.� - ...—. -�._�. _ ._`� – — – __ mow.+ - � �- – �.�►.r+ i SCALE = 1/4' s 1'-0' MAIN FLOOR FRAMING NOTES 1. IMMITTCN DIMENSIONS TAKE PREC EC ENCE OVCR SCALED DIMENSIONS 2. PLATE HEI"T 4'-0" TH1S FLOOR U.N.O. J. ALL HEAVERS TO BE 4x10. VP- 02 UNL.ES4 OTME'"SE NOTED, C+450K PLAN. E6UIVALENT PARALLAM REAM MAY BE SUBSTITUTED IN PLACE OF BEAMS $ HVPtS. 4. BOTTOM Of HEAVERS TO BE 1 THIS FLOOIt URJWS NOTED OTHERNSL. s. ALL EXTERIOR INALL.S 2x6 NTH R - -21 INSULATION U 6. ALL PRAM! NAILINS TO SATISFY GRAFTER 6 IRG BLOCK ALL 9PLYY40M EENWS. ALL EXTERIOR SMATHINS NAILED NTH IOd AT 6" O.G. (13:16M) AND I2 O.C. (F IELD), UNLESS NOTED OTFEIRMSE, TYPICAL. 1. rROVIDE DOUBLE JOISTS OR BL.00KINS Y#40 RE PARTITIONS OCCUR ABOVC. 8. PROVIDE SOLID BLOCKING OVER SU PORTS. 4. FIRE MXXKINS AT ALL PLUMI N6 PEI' T RATIONS 10. ALL STORAuE AM SPA4l5 UNDER !STAIRCASES TO BE FINISHED WITH "o TYPE "X" GYPSUM BOARD. I1. • DENOTES SOLID BEAmto* LIMBER CONCENTRATED LOADS ME (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL GEILINS+S WITH "" 6Y1" SUM BOARD. 15. AT 6ARA4E USE 'S/a" T'YPE "X" GYP. BD. AT ALL COK4014 WALLS, ALL CEILINS AND ALL EVOOSED BEAMS. 14. PROVIDE 26- MM 6ALVANI2ED SHEET METAL FLASHINS ABOVE WINDOI IS AND DOORS. (TYP) LAP BUIL.DINS PAPER OVER I'S. HOLD SIDINS 6" ABOVE FINISHED Eft ADE, TYPICAL. 16. VANVC M SPECIFIED ARE MF6 BY: d T OR EQUAL. U a PER SCht!VULE CONTRACTOR TO VERIFY ALL ROUGH CMIE 1IN65. 11. FASTEN HA-TI -LAM 2X BEAMS PER JAG. STANDARDS, CRAPTER 6, TABLE R6022%), TYPICAL Ia. AT POSITNE CONECTIOW TO BE SIMIPSON OR WIUAL.. Iq. CEILIigi JOISTS TO 19E 2x6 AT 24" O.G. TYPICAL. UJW , PLAN ShION S JOIST DIRECTION. 20. ALL VOIDS TO 19E F /VRAPT 01 =W PER NW SECTION R P02.a. 21. INSTALL WATER HEATER PER 1461 NAECA, SM SKEET I. PROTECT F1ROM IMPACT PER 2009 IM 22. FURNACE TO BE PLACED 16" ABM. FLOOR ON I HOUR FURNACE PLATFOW NV (2) 5/4" LAYERS PI.YYrOOD. PROTWT FROM IMPACT FTR 2009 M. 29. DOOR BETIPREN H0USE AND 6AltAGE TO BE 20 MIN RATED, SOLID CORD, Th sw FTTTIN6, NTH SELF C .OSU RE 24. INSTALL DIRECT VENT FRPL.. PER 113RM OF LISTENS AND t4ra s . PER SMTION RIOOI I.R.C. 25. PROVIDE COW. 1 PIRAIL AT STA!!R'~i A MIN OF 1 1/2' FROM NVALL, IRCIMM TO DETAIL I ON SHEET NO. 5. 26. STRAP THE MATER HEATERS AT PIOMTS JMRTN M Tm UPPED[ V5 AID Lorin V5 OF ITS VORTICAL V IP4545 M LOMIR row SMALL BE N004JMI 4" ABOVE CONTROLS 21. rVQ.LS V#TH 611EAT8t Tww !W PLF REf3J11lE A MIS OF A 9x M °R AT A 9UTTINS PA ML 9S)OCS AND SILL. PLATES. FOR KALLS EETMEM SW AND 600 PLF, A 4Ch4OR BOLT SPAVN& HAS BEEPI DEGIREASED BY !r2 &M lac SIl L PLATE?_ rm IL4osi h l it c. 20. LIQ4f"Nb WNTIROLS FOR RCTt' %k= 5Ti�1ld'IA`i"3 MUST BE Pvtovwxv AT THE TOP ^4mv lIOTT OF THE STAIR 90. !ALL SMOKE GETEGTORS TO eE 10 VOLT P TN OATTEW I%AmCA P, IN I I TED. Bt_ TiM /MD . LMT St*Xlgc ft4Pl TO 23 6rJK F%k P%%A- TO rrWM 'W AWYE .+e.ET. • ALL dLA2W4& V97M IW AeoVE MAIN M.ET TO ea sA#Try 4LAew • WORM e seElR 010000 oypsw ea_ t a c NOM SPAC 146 BETIPCM IN 1004MATE I I/2' * t w TO BE A 1-SAXfMU1r1 OF 4' CLEAR: SUCH THIAT GOVT. f1M�RAK� A ST 4*M OF 4' CMA44ETM SK A" NOT PAW THROUGH AW OF 3i . 11IN1. lr\-._ DALLSTM TO TO M SEC. ME _ 0 r� h 4 3 w i LAYM V7 OYM. goLzot STAIRS -(5 2 a2 rvw • f -SAM 4 • !MALL ALCM S We ST.um AM AT TOP AM DOTT'OM GP STAIRS P rr TO StOPLE i) TYP, INTERIOR STAIR F SQUARE FOOTAGE SUMMARY *#AM MOM d" ems_ Wpm FL.rO M 1,004 SF. Tl rAL PWISHIED AREA x,410 S.F. FOR CODE ..OM �► � T � Ju l - � 2� powconp N O N z cL 2003 SRC fl j €Y 6 6 awW nsa one w ".�_ s•�. w +wa7��s.rw'.r - • s'w"�"s.r w�..r.� ,�rw.e..o��.. - r�� ._.., �..-�— '*""`.. - --- — +•�. �_+- s+s.�--- +—.. , � _ �. .� .._- �..... .� f . ..+�'...�" -'- �..- �._ -... �....� -w �.. w .�.� « .-�_._ _ ��wu. �.. _ _ - __ ,�. �, _ �... _ w s �'a wf- ����.- ...- �w+�•� �•�. -- �_ a -�1W�rl�.i• '�.�.b^.A�._.�..�.. +.r. �.- rw+Y�ra!' +�.r. .r�.�.► "�1►'+'�rw _'�ya...a.��.�.. _ +�..+ � naA•- .�1/A�� .w 11�T ^�'�i'.. � X71 SGAL.E : VW . 1'-Q" 4" S.F. QrARAde 544 S.F. FRAM N& N¢ NOTES I. NlII irnm DIMENSIONS TAKE I'REC.EDENGE OVER SCALED 0111-1ENSIONS 2. PLATE HEIGHT W-0' THIS FLOOR L*LESS NOTED OT'HEMSE. 5. ALL NEADeRS TO BE 4x1O. D.F. 02 UNLESS OTM WAW NOTED, GHBCK PLAN. 15WIVALENT PARAL.LAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEADS i 14DR',S. 4. BOTTOM OF IEADER!S TO Be 1 - 8 ' THIS FLOOR UNLESS NO'T'ED OT49"SE. s. ALL EXTERIOR WALLS 2xb Y41TH R -21 RATION UNLESS NOTED OTIIRW Se. 6. ALL PRANE; NAILING TO SATISFY SECTIONS R 2; 8602 t 8602 I.R.G. BLOCK ALL PLYWOOD EDGES AND NAIL WITH IOd AT 6' O.G. TYPICAL ALL EXT. YdALLS. '7. PROVIDE DOUBLE JOISTS OR BLOCKING 144M PARTITIONS OGCAA ABOVE. 6. PROVIDE SOLID BLOGKINS OVER . dt. FIRE BLOC,KIN6 AT ALL PLUP481NG 10. ALL STORAGE AND SPACES UNDER STAIRGASSES TO BE FINISHED WITH ` TYPE 'X' &YPSJM BOARD. II. • DENOTES SOLID BEARING UNDER GONGENTRATED LOADS USE (2) 2xb AT 6' YrA A-S. USE (?) 2X4 AT 4' YrALLS UNLESS NOTED Ofll!"SE. 12. FINISH ALL GEILINSS YWTH "o 6YPSW BOARD. 15. AT 6ARA6E USE S/6' TYPE 'X' GYP. Biz. AT ALL G4"40N WALLS, ALL CEILING AND ALL EKED BEAMS. 14. FASTEN MULTI --LAM 2X BEAMS PER MSC STANDARDS, GIU1PTM 6, TABLE R602W), TYPICAL 15. HA#4 " AT P 054TIVE C42N WTIONS TO BE 54MPSON OR EQUAL. 16. ALL VOIDS TO BE F PER IRG SECTION R602h. 11. PROVIDE GOAT. HANDRAIL AT STAIRS A MIN OF 1 1/2" FROM WALL, PREFER TO DETAIL I ON SH WT NO. S. 16. C2 Mn LOGATIONS OF FLOOR 1C61STERS M. UPPER FLOOR FRAMING TO 19E 11 -1/2' TJI 110 FLOOR JOISTS • M .2' O.G TYPIGAL UNLESS NOTED OTHENT M PLAN S1OMS DIRE-GTk)K A e I A 8 v 2 1 p � 1 c 0; ,1� r • V4 r � ti � A jn i . JUL 0 �V z c� e Cow IML V^1m 16 SCALE 1/4 , V-O' 40 lR FLOOR FRAMING NOTES I. IWITTEN DIM56ION6 TAKE PRlEGEDENC.E OVER SCALED Oil I ONS Z. PLATE H EI6HT To BE 6' -I• THIS FLOOR U.N.O. S. ALL HEAVERS TO BC 4x10 D.F. 02, U.N.O. 4. BOTTOM OF HEAVERS TO BE 6 THIS FLOOD UN_ESS OTH9"SE NOTED 5. ALL EXTLWJOR WALLS 2x6 PUTH R -21 INSA.ATION UNLESS OTHMASE NOTED 6. ALL FRAME NAILINS TO SATISFY ChtAPTat 6 IRG BLOCK ALL PLYWIOOD EP ES. ALL EXT MOR SI•EATHINSP NAILED WITH 10d AT 6' O.C. (MWJ AND 12• O.C. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. I. PROVIDE DOUBLE JOISTS OR SOLID BLOCKINS OVER SUP'P'ORTS. 6. FIRE BLOCKINS AT ALL PLUMINN6 PENETRATIONS. q. ALL. STORRA6E AND SPA CAW UNOM STAIRCASES TO BE FINISHED WITH "I TYPE 'X' 6YPS0WR BOARD. 10. 8 DENOTES SOLID BEARINCF UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4' WALLS UNLESS OTHERWISE NOTED. 11. FINISH ALL MLINSS WITH 5/6' GYPSUM BOARD. 12. PROVIDE 26 -6/WdE 6ALVANIZED SHEET WETAI. FLASH INS ABOVE WINDOWS AND DOORS. (`fYP) LAP 19UIL.DINS PAPER OVER 19. WINDOWS SPECIFIED ARE WF614L BYt SWIMIT OR EWAL. U s PER 5CI413XILE CONTRACTOR TO VERIFY ALL ROWN OPENINS. 14. FASTEN MULTI -LAM 2x 8EAI45 PM IRG STANDARDS, C W"M 6, TYPICAL. IS. MLINS JOISTS TO BE 2x6 AT 24' O.C., TYPICAL. UNDO., PLAN SHOM JOIST DIRECTION. 16. ALL VOIDS TO BE F1 PRAPT BLOCKED PLR IRG, SECTION 8602.6. ?. ALL TUBE AND SHONE!!5t ' FIRE BLOC.KJ0 BETKEEN STUDS. ' LIMIT 3HOPM BLOW TO 23 &P. MI. ' WA WALL TO WITHIN ZO' ABOVE DRAIN INLET. ' ALL GLAZ** WITHIN 70' A80VE DRAIN INLET TO BE SAFETY 6LASS. ' VAPOR DAMtIER alENM 6YP. W. 16. ALL SMOKE DETEGTOR5 TO BE 110 VOLT WITH BATTERY BACAAIP, IN tcONNMIW. Iq. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 1 1/2' FROM WALL, REI TO DETAIL I ON SHEET NO. 5. 20. Lk*nlNb CAmCrROLS FOR INTE!lIGR STAIRIOWS MUST 151E FW0VMXP AT THE TOP MV BOTTOM OF THE STAIR 21. igAI..L.S MYTH 61QEATER TH MI 950 PLF R 5GAXW A MINiWW OF A 9x WL�EEJt AT ADUTTIN6 PAPEL E GINS AND SILL PLATES. FOR N01.LS ECTMEEN 950 Arc 600 PLF, ANC 0M BOLT SPA 446 HAS EIBd DECAW.AWD BY V2 (USE 2x 1 IE . 11RG, TANX.E R602.9.f. 22. HAN6Bt5 AT PIOSnIVE GpNNEGTION TO BE W. PS OR EGWt- 23. C2!3 s LDLAT ION OF FLOOR 1�{s1Z -71 C3%* 40 • C d c 0 U PPER SCALE t V4 = I ' -O' LOO OR IL C 1,464 SP. CoDt v� �C 3UL COOP U% �V z c� 2 " o �C �33e al f vM►,a� 4 • Ift lq ' ROOF FRAMING NOTC5 I. SHADED AREAS DENOTE DUMMY PRAM I146 OVC1t (ROOF FRAMINb DELOK 2. 8 0 1OTeS SOLID DEARINO UTAlDEt CONC,ENTRATw LOAD'S. S. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND WEAVERS. 4. Ai.L TO We 2x HF 02 AT 24 O.G. TYPICAL U.N.O. S. ALL TRUShcS TO DE AT 24" O.G. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEC. R8O6 IRC. 1. ROM PITCH TO DE 61 12, TYPICAL UNLESS OTH "'!!WISE NOTED. 6. 16" O.H. TYPICAL • EAVft • 6" O.H. TYPICAL o 6ASL1 ENDS, RAKES. N. APPROVED ANCHIORS SMALL SE USED AT ALL GOWNEGT10N5 OF RAFTERS, JACK OR HIP TRUSSES TO MAIN 61RDER TRUSS (PER 11tU'W MANJFj P**M APPLIGMLE. PROVIDE "SIMP'SON" HI PRAMIN6 ANCHORS AT EVERY AT EACH END AND AT SAW! END TRUS511 S. 10. VENTED SLOCKINS 0%15t SIJPPORT3. II. CHIMNEY HEI6HT TO BE 2' -0" MIN. A9OVE ANY PORTION OF eUIL.DINb KTHIN 10' -0" PER IRC SECTION 81001.6 12. ORACINSP, (STICK FRA1rEV AREAS ONLY) * (2) 2x4 UP TO 10' LONEi. * (2) 2x6 10' TO 14' LONS. • (5) 2x6 OVER 14' LONS. 13. PLATE HE 16H7''�.� * MAIN FLOOR 6' -I ", TYP. U.N.O. uPPE1t FLOOR 6 1 -1 10 , TYP. UXO 14. Tom: * CARRY MMM STAMP. * DO NOT ALTM WITHIOUT SUILDINS DEPAltTNENT APPROVAL * INSTAL_ AND DRAC.E PER MI dit SPUD. • NS MALLS SHALL SE +*LV BOND FROM THE TWLW SO'TTOM CHORDS KTH AN APPROVED FASTEHM (SUCH AS 51MPsm STC). 15. GONIIRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT e1RAGIN6► OR POSTIN& AND PROVIDE ADE A)ATE DEARJN& TO FOUNDATION. 16. MANSER5 AT P05MVE CONHGTkM0 TO DE 5 P'SON OR EGJAL.. 11. NAIL ROOF 5HEIWIN& VV 6D C4MMON • 6" O:C AT PA 4EL ECOM AND AT WALL PLAT IN =146 AND • 12' OTC. FWLP, TYPICAL PER MZG R602 ROOF FRAMING NOTE-5 * TRUW EAlb11EERJAI6= PER IRC R802.10.1 TRUSS EI4941EE1t OF R25GO1RD 10640 r4LL REVIElK APPROVE AND NOTE ON THE DOC.IHINT5 THAT THEY HAVE Fptkv TO SF IN VOTHI Tm DES ioN OF THE MALVIN& THE EN&HIM WILL THEM DE FOPWWROW TO THE BUILDIN& OFFICIAL FOR REVIEW AND APPROVAL. T wiOR TO FRAMAN6 R GTION'. CATY SHALL DE ON r E JOB SITE AT INSPECTIOW ZIRi W 1965, 42 RHO SKAL.L INGlA E SPECIFIC TIC eRAGINb 11 pmWemm. COW. 5H#NbLES 0/ 15 LB. FEL 0/ Lao CDX PLYWOOD Of 2x RAPTIM OR TRUSSES 0 24' O.G. IINSu.Allm DAFTIE EX n9V L2' ADV. Imo. 11/2' C X AMRSPAGE W/ TOEHA6. PER Fib► I1RG R806J Rya REt�J►T10f i � . S S .ION +4 SEISING FETAL GUTTER (OR 6QU) AT EACH TFL055 ZX FACIA WARP 2X GEIL Jk& .10152S • 24 OL. (OR TIRMAS PER PLANN ,.� SW F .AH5 2)(6 521P5 • 16' Or.,. 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F OR Ir 911 ~N HOLCaOMri See PLAN FOR rtw i AND LOCATION ' LAP EXT"twot N h %LmAn*W OYM RIM .ST. OR NAIL LTP4 • 52 O.C. 04 C4W. REIN. 9PAr 10' - FOR SIZE t GIMS SW PLAN HIM FOR TYr1GAL. SH M&A WALLS t NOItIZONTA . CRAPHRASM MA LMS Sew PLAN t rrr. Moles • "OR PADS W/ PIPTH LEM T%AkN 4'-0' LAP PLYMIOW O "t RIM JOIST L I) EAR KAIJ. 0 FOU�V. KALL MALL) ) on SHEAR 100" SCHCPAE FOR BOTTOM PL 14ALIN6 16d - 6' O.C. ---� 2x OLOCGKINd --f-. r- SI#4pwjON HOLVOM - 'ME PLAN FOR TYPE A V LOCATION i LAP EXTOW"It M JOT AOR WAIL LL TP4 .� • u' oz. Al. x 10' -FOR STYE t OrA rom xE PLAN W' NOR TYPW AL SHOAR MALLwS t NORJZ+ONTAL VIAPHRAdM NAILM/ OW PLAN t TIT. N TlS • FOR PAN+Q.S rd MrD'1M LL"9d 7F" 4'-0' LAP PLYv4 =P ONER RM JOIST 2 SHEAR WALL o FOUNi�. MALI. A'L+O+OR JOIST rA1tI11.1.!'L To WALLS Sm FILM NOLVOVIN-� PLAN POW LO+GATiON a TYPE x P.T. DILL W/ ' GOWG! 'R '50* VIA x 10` AD • 40' 04. W 1 M40" EMDS, MIN. e °°o ° °°o °c ° °°o ° °° °c° `I L-• ° ° GOIiG. MALL. - 9 '!R PLAN KT'+ f SHEAR WALL o FOUND. WALL "am IN= 91 MALI 10 OR '.•++'l.ITTRii • MH - nnvice 001- ELK SHOAR MALL - T NAILM t TYPE am WACO" Lsouc BLOC,00" • W-0 Oz. Z9 HAALE t W IOd - 6' Oz. FOR 0". �¢� PYiR TITIGIL 9EEAR rMLLS t 1101lsRZO�fTAL 1 1) TYPICAL SHEAR WALL (JOIST' PAPU 4 2L. WTM t %AW .: " I .. 5C^ E : I/4' s P-0 i A l ►!JE =_ 2 rotrrrm TRICE � /16� >lIEAT1 My lad sox v SHEAR WALL EDGE f ANCHOR BOTTOM - - RIM/BLK TO - -- � - OW NOTES I 504 SHEATHI i NAILIN& BOLTS PLATE TOP PLATE SHEAR i THICK (51M (IN OC) (IN OG) (IN OG) (IN OG) (KLF) - 058 I 'T /Ib" (1) loa b 5/8" i 46 `1 6d 0 5 A55 0 2 W 12 -8a 025 -_ 1 2 '1/16" 05B (1) IOd • 4 5/8 r • 32 Ibd • 3 A35 • 16 w /12 -8d 0.34 1 3 I1/16" 05 (I)+ IOd • 9 5/8" • 12 ' Ibd • 2 A35 • 12 w/12 -8d 0.45_ _ 4 f 7 /16" 05B (I 1Od • 2 5%8" • 8 164 .2 - - A3> 4 w /12 O.bO 1,3,5 O`a8_ () _ Od •_4 5/6 • 24 2 -Ibd • 3 2 -A35_• IS w/12-8d 0.70 _ 1-6 b - 'T 6 05B (I) IOd 0 J 'SI8" 18 -Ibd o 2 - 2 - A35 • 1 2 w /1 -8d O 1-6 1 1"1/16" 058 IOd • 2 5/6" • 12 2 -16d • 2 2 -ASS • q w /12 -8d 120 1 -b - + 400 LL s MP ToTAL I NO?!6 (MPL.Y TO /iL SlW trW.LW A) FOR RATED S'H ATFHNG PANELS, SPACE NAILS • 12 IN MOS MM) O.G. ALONG INTERMFD!ATE 1R'1RAMING MEMBERS. B) BL.00K ALL PANEL MOM WITH MINIMUM 2x (51 MM) BLOCKING. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF THING. F) PROVIDE SOLID BLOGKIN6 UNDER THE SHEAR K*LLS AT THE DIAPHRA6M5 TO ACCOMMODATE THE BOTTOM PLATE ATTACHP- ENT. + 6) OFFSET PANEL JOINTS ON EACH 51DE OF WALL MINIMUM ONE STUD SAY. 91r.A L NO= MR SMW NMLL6 (AMY TO FOUS >' grApIGs#LLY ND'=) 1) APA RATED 51•EATHINb EXPI / EXP2 / EXT OR C-C / C-D / STWJGT. II PLYWOOD. 2) PROVIDE 3x5 ('76 MM) AT ADJDINING PANEL ED6E5 At NAILS STAGGERED. 9) PROVIDE MINIMUM 3x (16 W9 BLOGK OR Jp15T5 BENEATH BOTroM PLATE WITH BOTTOM PLATE NAILS 5TA66ERED. 4) WALLS WITH GREATER THAN 035 klf USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALL5 BETYE N 0.95 AND Ob0 W, AWAOR BOLT SPACING HA5 BEHV DECREASED BY 1/2 AISE 2x 5) FRAMING TO BE A MAXIMUM OF 16 IN (610 WV O.G. FOR SHEAR WALLS 1 AND 2. 6) PROVIDE NAILING AT INTERMEDIATE WOPiORTS THE SA14E AS EDGE NAILING IN SHEAR WALLS THAT USE 6M (SHEAR KN-LS I AND 2). 'T) FOR SHEAR WALLS 2, Z, 6, AND q, PANEL JOINTS SHALL BE OFFSET TO FALL ON DINT FRAM MD4XWS OR FRAMING SHALL BE 3' NOMINAL OR TMCKER, AN NAI O N E ACH 51DE S BE STA66ERED. soon wsss w�+� .s. I we -:MM! dR III 6P'EGlCS SOONSON ST"OI+ld To MOLOM 3f��M�'b0�+! Od GATALOi - HIM -M VAL" - F L EVEL ND HOLDOWN STUD FASTENER ANCHIOR GAP DETAIL s« _ TYPE TYPE TO ST BOLT KIPS NHIMBER S THI08 (2) 2X- (24) Ib _ _ _ 231 5 (28) 16d _ _ _ Z.qq ST HD14 (2) 2X` ft) Ibd _ _ 4.43 4 PH06 2) 2X- ( )SDW 1/8` f 5.86 PHIDB 2_X_ 24 058 1/8` ♦ 6.T3 H 4X- (20) 5VW 1/8" f 8.33 HDIOA 4X_ W 1/8' f q54 HD14A WIN f in ♦ 11.08 H015 (5)1'm 1 1-1 40 1 I WIN dMt III I HOL 31t++M'SO�i S1la" T! ON "OM GA►TAL M - 604-M VAL" OTHM LEVELS HD + HOLDOM STUD FASTENER T11 GAP DETAIL s TYPE TYPE TO STUD ROD KIPS NJN� G518C36') 2X_ (16) 10d I.21 (2) 0520(36 (2) 2X- (18) 8d EA _ _ _ 2.01 (2) C518(36 ( 2X` IB 10d EA _ _ _ 234 (2) 0516(48') (2) 2X_ 28) 8d EA _ 330 ' MST12 3x- (56) Ibd EA - - - 5$O (2) MST48 (2) 3X_ (42) Ibd EA 1.63 (2) MST60 (2) 3X_ (46) Ibd EA - -_ 6.q2 MST 72 3X_ (56) Ibd EA _- 1160 HDI5 6x- I' • 5/4' • 1530 HOL�+1 !10'TI:S A) MINIMUM CONCRETE C4X4PRE5IVESTRfN&T1H TO BE 25 K51 012 MPo). I B) REPR TO ~4FACTURERS'CATALO&S FOR MINIMJM DISTANCE TO i FOUNDATION CORNER G) RE3 TO MANUFACTURERS' GATAL.,065 FOR M MMwJM BACKING MEMEER SIZE. ! D) REfIER TO MAKFAGTURERS' GATALO&' FOR AW. -+4oR BOLT a MEW >�TH- i E) POST'S AT HOLDOWN: 2X t 4X C.-MmmX 4 bgmnX) _ _ _ 02 OR BETTER 6X ( 140mrnX ) _ _ _ 4I OR BETTER F) THE ANCHOR TYPE HOL-DOWNt5 AT 0714M LEVELS SHALL HAVE A PAIR, ONE A9107VE AND ONE BELOK TIED BY A THfiEADED ROD. i &) USE 5THDSRJ FOR STHIDB, STH V IORJ FOR STH PI O, AND STH N4RJ FOR STHDI4 Y+E3E RIM JOIST5 ARE N STALLED. (+U THE STW FASTEP43t FOR STHpS SHbft.L BE Ibd SINK MRS. (1) MM1K M STEM (WALL TO BE 6' NAVE FOR I -STORY EUILDINs , 8' WIDE FOR BUIL D'IN65 NAVIN& 2 OR MORE STORIES. _ aoaaown�rsM� �. � .: " I .. 5C^ E : I/4' s P-0 i A l ►!JE =_ 2 rotrrrm TRICE 2K sno pv" S. 8^61G Poo W • Co WoRoMm I I'mdoMeY s 4- 11t1WrA W LAMAPOW ALXX`: 20 DL ac" Tcw IW %*&Mo FLO M IDS OL + 400 LL s MP ToTAL R Wd - 6'Oz. "xJ Q (i SAL 'sm "PRO POW "04im 2 ad • r o • mot- Or., PerAL. an R/MO / !.D rOli1 • 04. . RAOCR 4OW - � RJw a _ T'101t !ia t l+AGI� JLl� � Imo. WIN= • PWL Wwvp TAR- � A T 1W4cm 1� ad • W oc. .: " I .. 5C^ E : I/4' s P-0 i A l ►!JE =_ 2 rotrrrm TRICE ALL PRIM+! "AWW TO S^TlWpf C46 P'M 29 OC, W&A711.IC ALL PLYPWCW EPdM ALL %#Am mm IOd ^ T f• OG. f=W IMO Cr OL- "u" OLMS "pap TTr! 5T1vp map Vol II LJarAT1A1 Ift • Dl�1!'S �.Tm �a DiA« LOt•AT1CJ1l -- - DOn't!S OE�IR sMLL L�./►T1A1 i. �oR NiA'T�AL STRD+IE.THILi, PL.EJ1e3E 5!E �T w. a. PWAOVUVE TH" STEM nit AT ALL AICACK 9MT L XAT10m. Pm 2005 M. SECTIO114 dL wML3 rrM 411111MJi►TIM THwi SW PLF P05CLOW A MR0411101 OF Sk FQ4mt AT Affirrm P/Ma EDeft AND S&L PLATM FOR /V11.L.S IM PMN'.x.10 AMP 600 PLF, /V+I oWW M L.T SPAC.80 too �! D 1f W2 AIDE 2x . = TAd" 25.3_4 00_ AT ALL vqomwl 1111W CAM St LOG ^TI0100, PLAM STRAP HMV Di0!!1 so THAT t or wxv DAN IS W ft PROM GOMCK T'�.ft.. MIN A 0=111" 91W AP is . P wftz Sp THAT DO SINAP 4L 15 S' 51 P NON Wmak Tyr. IL AT ALL LOIC,ATIXW PL/ICE STRAMw !IMO 001 90 THAT E OF !gyp vo go 15 �- 2w ow !fit sme Or OPDiw Tom_ Pon" A DiGNIRE STR/W 151lI�IMei. PLXE 90 ?HAT DO STR IP 4 15 1-'#W f1 "WM =/E OF 0 L'1-l-16 TVP CL AT /IL.L DOAt ftLa '1 1-#r1' TO PC=1WIIiM WIDOW 1!l0 15 24W PIWN OOOR COW ON PL/MW "m AL Am P rm vom PwAm /+Me1 A S cu" smw*w 15 ftAm 90 ImIr OHO WWVP 4L 01-W 0 !'MWt MAN - -- - TVP et ;tea. 15 �x 31 xi )o or 2z9 COD t CTM 0F1tXW" JUL ` 6 �V z C' fill 6 e6 sil *Jill nw�r+s� - --- T_ - �. -�. -�- - - _ - - -- - - � - -- " _ -- - t -�.- - . � � � ..� �- --. �. .�. ^. . _ --- _...��. .� +... ,. � �. -... �r+. �...+.. - ...�..+�+- +wrw.. -. -- i.� -�w�. ._ � �.�_r.. __ ..... .,�. _ �.-- �..w.. t +anw�...w. -._ .c .s+.rw.� � r v.a... �..�... �.►-� - _ -.-�.. -- ..�. -�� .� ~ ~ q I• r "Psp oorrom rL, NA1LINS IGd - 6' Oz. I VXOj l dt 1wmw sLocia r S. 8^61G Poo W • Co WoRoMm I I'mdoMeY s 4- 11t1WrA W LAMAPOW ALXX`: 20 DL + 2P LL 4W TOOTAL FLO M IDS OL + 400 LL s MP ToTAL r'VV -st an DL * ---. alp TOTAL ALL PRIM+! "AWW TO S^TlWpf C46 P'M 29 OC, W&A711.IC ALL PLYPWCW EPdM ALL %#Am mm IOd ^ T f• OG. f=W IMO Cr OL- "u" OLMS "pap TTr! 5T1vp map Vol II LJarAT1A1 Ift • Dl�1!'S �.Tm �a DiA« LOt•AT1CJ1l -- - DOn't!S OE�IR sMLL L�./►T1A1 i. �oR NiA'T�AL STRD+IE.THILi, PL.EJ1e3E 5!E �T w. a. PWAOVUVE TH" STEM nit AT ALL AICACK 9MT L XAT10m. Pm 2005 M. SECTIO114 dL wML3 rrM 411111MJi►TIM THwi SW PLF P05CLOW A MR0411101 OF Sk FQ4mt AT Affirrm P/Ma EDeft AND S&L PLATM FOR /V11.L.S IM PMN'.x.10 AMP 600 PLF, /V+I oWW M L.T SPAC.80 too �! D 1f W2 AIDE 2x . = TAd" 25.3_4 00_ AT ALL vqomwl 1111W CAM St LOG ^TI0100, PLAM STRAP HMV Di0!!1 so THAT t or wxv DAN IS W ft PROM GOMCK T'�.ft.. MIN A 0=111" 91W AP is . P wftz Sp THAT DO SINAP 4L 15 S' 51 P NON Wmak Tyr. IL AT ALL LOIC,ATIXW PL/ICE STRAMw !IMO 001 90 THAT E OF !gyp vo go 15 �- 2w ow !fit sme Or OPDiw Tom_ Pon" A DiGNIRE STR/W 151lI�IMei. PLXE 90 ?HAT DO STR IP 4 15 1-'#W f1 "WM =/E OF 0 L'1-l-16 TVP CL AT /IL.L DOAt ftLa '1 1-#r1' TO PC=1WIIiM WIDOW 1!l0 15 24W PIWN OOOR COW ON PL/MW "m AL Am P rm vom PwAm /+Me1 A S cu" smw*w 15 ftAm 90 ImIr OHO WWVP 4L 01-W 0 !'MWt MAN - -- - TVP et ;tea. 15 �x 31 xi )o or 2z9 COD t CTM 0F1tXW" JUL ` 6 �V z C' fill 6 e6 sil *Jill nw�r+s� - --- T_ - �. -�. -�- - - _ - - -- - - � - -- " _ -- - t -�.- - . � � � ..� �- --. �. .�. ^. . _ --- _...��. .� +... ,. � �. -... �r+. �...+.. - ...�..+�+- +wrw.. -. -- i.� -�w�. ._ � �.�_r.. __ ..... .,�. _ �.-- �..w.. t +anw�...w. -._ .c .s+.rw.� � r v.a... �..�... �.►-� - _ -.-�.. -- ..�. -�� .� ~ ~ q I• r "Psp oorrom rL, NA1LINS IGd - 6' Oz. I VXOj l dt 1wmw sLocia r f�4 1101.�i!'S71a1.L Olt III s4ft - sow need • HD4 -'Mt V/1Ltr!!6 _ FOUNDATION LEVEL HO LDOWN STUD F ANCHOR _ GAP DETAIL_ TYPE TYPE _ -- TO STUD _ BOLT KIPS NIM1HER - dl1�tAL mom A) MINIMUM GeNCRETE COMPRESIVE STRENGTH TO BE 2.5 KSI (112 MPa). B) REFER TO MANUFACTURERS' CATALO&S FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS'CATAL066 FOR MINIMUM BAGKIN& SIZE. D) REFER TO MANJFACTURER5' CATALOGS FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDOM. 2X 4 4X (3&rrnX t DgmmX) - - - 02 OR BETTER 6X ( 140ffonX ) - - _ 01 OR BETTER F) THE ANCHOR TYPE HOLDOV945 AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELONG, TIED BY A THREADED ROD. 6) USE STHDBRJ FOR STH08, STH PIORJ FOR STH V10, AND STHD14RJ FOR STH014 P4HERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHOS SHALL BE Ibd SINKERS. (1) MINIMUM STEM WALL TO BE 6' WIDE FOR I -STORY SUILDIN&5, D" WIDE FOR BUILDIN&S HAVINS 2 OR MORE STORJES. 20M mow. WLAQ o. a& 3 1 FA- _ STHDD (-di 2X_ (24) 16d - - -_ 231 8R 111 >�GI!'6 '7116 'JlMT>M M W 10d DOX 5T -010 _ 2_.qq_� SHEAR WALL E >aE STH5_14 (2) 2X -_ X38) Ibd -�- -- 4.4_3 -- - --- SFEATHINS PH06 _ 2 2 X _ _ �1�5DS8 _ - " ♦ 5_.D6 • - PHOD 2X 24 SD53 _ 1/6" •_ 6.13 NLF) - - H0 , 06 4X_ _ (2 0) SOW 'i /D" m 6.33 - 0.23 1 - __ 1/16' 058 (1) 10d • 4 3/6" • 32 I6d • 3 A35 • 16 w/12 FID14A 1 w I" ��' -_ 1 1.08 - - -- 5/6" • 12 16d • 2 A35 • 12 nA2�d 0.45 1 4 '1/16" 05D (1) IOd 0 2 5/D" • D 16d • 2 ASS • q nA2-8d 0b0 lSiMl60N !i7'110116 T� 5 1/16' 05B (1) 'JIN�M'!' l XJiOd C.A<T/1irOi6 - ND4 -'IR VALkb 5 /D' • 24 OTHER LEVEL5 2 -A35 0 15 w/12 -Dd - 1-6 HD HOLDOYW �- STVO FASTENER - TIE GAP DETAIL 1-6 Tl"f'E TYPE TO S ROD KIPS NUMBER 1.20 C518(36 ") 2X_ 16) I ed - 1 .21 (2) C,520(56 (2) 2X_ (I D Ad EA _ __ _ -� -- 2.01 (2) 051D(36 (2) 2X_ T 8 led EA _ _ - 234 (2) 0516(445 ) " (2) 2X_ (26) bd EA - - - 3.30 M 3X.- (5 16d EA -_ - 5,80 -_ (2) M5T48 (2) 3X_ (42) 16d EA _ 1.65 (2) M5T60 (2) 3X_ (46) 16d EA _ _ D.qZ 2 MST 3x_ MW 16d EA 11450 HD15 I" • ( 5/4" o 15.30 +iOL>17i0M'f�i NOTE s dl1�tAL mom A) MINIMUM GeNCRETE COMPRESIVE STRENGTH TO BE 2.5 KSI (112 MPa). B) REFER TO MANUFACTURERS' CATALO&S FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS'CATAL066 FOR MINIMUM BAGKIN& SIZE. D) REFER TO MANJFACTURER5' CATALOGS FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDOM. 2X 4 4X (3&rrnX t DgmmX) - - - 02 OR BETTER 6X ( 140ffonX ) - - _ 01 OR BETTER F) THE ANCHOR TYPE HOLDOV945 AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELONG, TIED BY A THREADED ROD. 6) USE STHDBRJ FOR STH08, STH PIORJ FOR STH V10, AND STHD14RJ FOR STH014 P4HERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHOS SHALL BE Ibd SINKERS. (1) MINIMUM STEM WALL TO BE 6' WIDE FOR I -STORY SUILDIN&5, D" WIDE FOR BUILDIN&S HAVINS 2 OR MORE STORJES. 20M mow. WLAQ o. a& 3 1 FA- Nom 044 LY TO ^L silt MAO N FOR RATED S EA,71*115 PANELS, SPADE NAILS • 12 M CJOr MU OL. ALONG MTERMEDIATE FRA~ MSS. E1J B .OGK ALL PAAE!L ED 'S i"fTH M IMlfMIIJMt 2c (51 RV BLOCKING. G) APPLY NAILING TO ALL 511M, TOP AM BOTTOM PLATES AND BILOCAGN6. ! D) FRAMINSTOBEAlo MOF24 j E) FA5TEIms swi- BE DRPAN Fu145H riTm s wAC.E OF SFEATmN&. F) PROVIDE SOLID BLOCKING LMER TW SHEAR NMI LS AT THE ENAR IR A TO ATE THE BOTTOM PLATE ATTAC4#01EtT. j 61" OFFSET PANEL. JOKIS ON EACH SIDE OF MALL MIN 4AM ONE S71V HAY. area& Nom !bR'eem PVA" (AMY 1n /1AL.L"S slIGALLY Ir IM j L' /IPA RATED SfEAT 41415 E PI / E 2 / EXT OR Gti / C-o / STRrT. II PLY>rVW. = 2) PROVIDE 3x5 M 1�" AT ADJOW1 0 PANE. EDEE5 W NALS 5TA66ERD. 3) PROVI1 E 10110410IM 3x ('* WV BILOCK116 OR JOISTS BENEAT14 BOTTOM PLATE rrTN BOTTOM PLATE N A L5 STAE60MD. 4) TWILLS MTH 64REATM 11" 035 kIF USE A M1 OK M OF A 3m STILL. FOR MALLS FOR YlIA LS BE PIM4 035 AND OAO klf, ANCMR BOLT SPAGiNG KA6 SM i BY V2 NSE 2x 1 �. 51 TO BE A W0041M OF 16 IN (6110 MU Or, FOR SHEAR V4%15 1 AND 2 6) PROVIDE NAILING AT TE SL POWIS THE SAM AS ED6E NAJN& IN SHEAR MALLS TH1AT USE 61"8 DEAR MALLS I AND 2). T) FOR SHEAR MALLS 2. 1, 6, AND q, PANES_ JMTS SMALL BE OR=-ET TO FALL ON FRAMM M� OR FRAMW SK%l BE 3' N N AL OR THWAEF, AND NALS ON EACH SvE SMALL BE NOTES 5'f1��G p-Z 1. LATERAL. ANAL.YNS PER 2009 M. METHOD *WV), 5 SHlG I.Om 'r 504 S7VIO S TIE CoONNECrIOM PIER CATALOG Cry. i S. �i POO SPEED s - MOH! GA'TERGRY 4. 1R0VTARY NOOF_ 20 10L • 2J LL • 450 TOTAL M.00 0L 0 OL + 40 LL s NP TvrA'L 11" %A-St 0 OL o ---- • 89 TteTAL. 5_ ALL PRAIr+E kb*AJ W TO SATISFY C46*fPt9t 25 Itec. 01LA00K ALL PLY11WOM MOM ALL WWYL!''D r9m mm AT 6' O.G. 00MV AM t2" OL - 04&P) 1111AW MOr1 t ! - Tyr. .. 1. FOR M ATMA . ST1lE 0TW, PLEASE SM 51$T ". UPPER LOO OO R STRUCTURAL PLC b_ P1101/" THMCIC STEM 1 AT ALL Amr."OR EMT L+O1CiATk)M. PClt 2005 110. SEGT N 23055J0 R- 1"W..L'S POTH 6PIZATER T01AN SW PL IF 111115=9W A F004JM OF 9K t45wEM AT A!!X!1'TM PIAia ODOM AID SILL PL ATM FM MAL4.5 9190 AM 600 P L.F. AM 44= B04T SPA40 b MAO �I VECAMEASM !IK I✓2 &W 2x _ M T AME 253.4 10. AT ALL 1111E2011IlED C 466 L oC,^TkW& PLACE SMOW HOLD DOM S0 THAT 4L OF N4OLD D0/!1 I5 S IN F 1004 CQQSM T1TICeft V44M A V OUBL.E 'S7RAr is . PLACE SO THAT 00 STRAP E 15 S' M F"004 C01l1m TIT. 0- AT ALL LOC•AT10fi'f &LAC 1 STRAP MOL V DeM S0 TMAT 4L OF MOLD DA'!1 t5 F-1 cw FROM EDGE OF 411 TVPW.O 1L POOH A OBE STRAP IS " PLACE SO THAT Elm STRAP E a I -#C!"' N P 10 4 RX)m OF opf" m. T'!'r! C;L AT ALL Di0= AI.LGN 1-110W TO STR/PE PFIA1114 POOR 11CJINM OPO4M. POWN 15 24)2* P9004 DO= MW Al rLMa t ~ m�� x tj4�� w D5�22`� r n - cwa�► ICY jut - G • �V �V z cL y €Y Ill S2 R .yam - r. -.- ".1..« � �w�..-.'.'....^..." �.�..�.�.�.�.._..�..- .�^'.�..a- �.��...�.�..raw.+ r.�` '!1Y ^� y.e�...�.� _r�w•.r� +.�. mow. �+ .. � Y -� - .._ ._ - ...•�!'�. -. � ♦ -- .��r1P•. �\ - -. X11.. �.v� +'i��l�� �.'M�� .. �. -. -� .�• �.. i+'�1r � -.'�_ ....�.P -- -.��o.. ��.�. M!/' !_+wA�M -. '�.y/ti'_� �.. ].'�, "�.Ml� . �T ' 1 "�- if �.wYl .I�If�• - �l IY�•�. 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