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Home My WebLink AboutPermit D05-230 - TRITEC HOMES - LOT ETRITEC HOMES - LOT E 16620 53 AV S D05 -230 i a City & :'rukwila DEVELOPMENT PERMIT Parcel No.: 8858800053 Address: 16620 53"S TUKW Suite No: Tenant: Name: TRITEC HOMES - LOT E Address: 16620 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: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -230 08/17/2005 02/13/2006 Phone: 253 - 863 -7708 Phone: 253 - 863 -7708 Expiration Date: 03/22/2006 DESCRIPTION OF WORK: i CONSTRUCTION OF A SINGLE FAMILY HOME WITH 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: $184,342.06 Fees Collected: $3,561.10 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 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 Permit Number: Issue Date: Permit Expires On: Deparbneitt of Consmunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuktivilama.us 70 c.y. Size (Inches): 0 End Time: Fill 70 c.y. End Time: Public: Non - Profit: N Z Z D J U. UO CO 0. co W �_ H CO U. W 0. co �. = Cy. w z� i- 0 Z F— w .2 5 D 0� 0 F_ wW ~ t= —0 ..Z w . O Z doc: IBC- Permit D05 -230 Printed: 08 -18 -2005 City o� Tukwila o '� Departmei :t of Community Development - 6300 Southcenter Boulevard, Suite #100 N jl2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 1908 Web site: ci.tukwila.wa.us Water Main Extension: N Private: Water Meter: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: I dom IBC- Permit D05 -230 Printed: 08 -17 -2005 i t I i i C ity of Tukwila S teven 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: cOukwila.wa.us Permit Number D05 -230 Issue Date: 08/17/2005 Permit Expires On: 02/13/2006 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presum3,,Wgive authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan of work. I am authorized to sign and obtain this development permit. Signature: Date: '$ ` (? C Print Name: d f C'yl Ra l l s e This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc:IBC- Permit D05 -230 Printed: 08 -17 -2005 Z a , W UO Cl) 0 J � (D O W 2� 9 rn = F ... W z O W5 O N. D F—. 2U F � LL O 111 Z U CO), O F- Z City of Tukwila loco Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8858800053 Permit Number: DOS-230 Address: 16620 53 AV S TUKW Status: ISSUED Suite No: Applied Date: 07/06/2005 Tenant: TRITEC HOMES - LOT E Issue Date: 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 doc: Conditions D05 -230 Printed: 08 -17 -2005 z u. -:.L, .•. , a' '.w::,.:.:,.:. ,.;;.Y.,: "i:.::�.:t ,,� fix•-,. a•s� `�1[i , !� .`rbcwY.i;,:.,� • p• 7,H:tt �ri �? vd d�; wi . • ii ='d'k' �'br..., 'r ',` ii"alkc' ":it4,�' {iS,;ic .e.:rw+�u. ..��:._•.;� e.«�nt.a..a µ ,:•� ::.� '� � � is z '~ w JU UO CO 0 W = N u. WO UQ �D = cJ �w Z Z~ w U� .O N o F- W w L O Z W O Z %u U �g City of Tukwila rave 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. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall Z = z be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum 0: W distance of 4- inches shall be maintained above the controls with the strapping. '� 2 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of JU U) p Public Health - Seattle and King County (206/296 - 4932). co w H 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department N u- w O of Labor and Industries (206/248- 6630). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, U_ any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits N d presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila ut shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the z H Building Official from requiring the correction of errors in the construction documents and other data. z O W L u 20: ** *FIRE DEPARTMENT CONDITIONS * ** ? o 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the 0 c 0— following concerns: w w U U 22: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving 0 surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width Z an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) v co 23: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at Z ~ (206)575 -4407. 24: ** *PUBLIC WORKS DEPARTMENT CONDMONS * ** 25: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 26: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 27: Any material spilled onto any street shall be cleaned up immediately. 28: 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. 29: 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. 30: 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. 31: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All doc: Conditions D05 -230 Printed: 08 -17 -2005 City of Tukwila face Department of Community Development 16300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 i doc: Conditions D05-230 Printed: 08-17-2005 . , Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances i 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: g 1'7 L Q S Print Name: ►n S I i I i f l ., f s , j 1 I I i, I t Z i!— Z �w u� D U O 0 ' CO) LLJ CO L w O U- Q. Cd F=- _ Z�. F- O Z F- w W �o Q o � w : F- �. � w Z CO Z i doc: Conditions D05 -230 Printed: 08 -17 -2005 ILA CITY OF TUKWIL4 ; -"� Community Development L ,,artment g Public Works Department ,� Permit Center 1906 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permi � Mechanical .Permit No. 01/_ Public Works Permit No. Project No. (For o Ice use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION d King Co Assessor's Tax No.: Site Address: ' 6 6 aQ $ 3 Ave 5 , Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name 'rr s tee 140MC5a INC.. Mailing Address: P O Bo x 35 / .5 (./ M e r W A 4 8 3 4 0 City State Zip CONTACT PERSON Name: e Ceg t Ro Wt r1 - Day Telephone: AS 3 — 8 (a .3 ` 77 O 6 Mailing Address: P O 6 0Y. 9 5 ) S kA r" V% e. r W /4 '783 City State Zip E -Mail Address: bro%t ih5 a rri'feC_KoyNCS. Co nt % Fax Number: al5 3 — 9 (03 77 S /o GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name T tee 140m a S, /N c-. Mailing Address: PO Sox q SUmh W A. 8839 City State Zip Contact Person: B r ent Rail 'o h S Day Telephone: a 3 - $ 63 — 7 7 O 8 E -Mail Address b ro l l i n S !e tri teehpm es. C-o rti Fax Number: as 3 - $ 6 3 ` 7 7 9 6 Contractor Registration Number: TRr T ed r Q 8 3 0 a Expiration Date: 3/ a D, 0 6 * *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: oe51Qtn5 Uh y, rh % je Cl Mailing Address 19 &n. 13 81 Ave 5- sr F Ken t W A Cl 90 a► City State Zip Contact Person: ye.ryl RM K W -t I Day Telephone: a 5 3 - 9 7 A ".'Z S 80 E -Mail Address: Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record. Company Name: r e_ W i G C W A Co H S " Mailing Address: Dl S n A\" M L S ti W d� City State Zt Contact Person: C_kA r C'� \N , �1 l;{ M-5 Day Telephone: q a 5 $� �' — a g �3 E -Mail Address: Fax Number: \perTnits pluslicc changes permit application (7.2004) Page I Z ~ W D JU UO CO D W= H NLL w U_? � d = w z� H- O Z w U� ON OH wW O W Z U= O Z (:' I Y��rr �- • � LY1a11 a♦ ♦L VL►IfaI ► ►LV♦ \ rVV.'1V1 VV I V Valuation of Project (contractor's bid pry $ 17-0. OL Existing ing Valuation: $ Scope of Work (please provide detailed I t iloimation): ens trNc.'t N QW 5 +wA 1 e, -� 4 ry+ ALn Will there be new rack storage? ❑ ..Yes �&. No If "yes ", see Handout No for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION; Single - family building footprint (area of the foundation of all structures plus any.decks over 18 inches and overhangs greater than I& inches)O *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 princi al 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: El .. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. kpermits plus�icc changestperrnit application (1.2004) Page 2 Z Z W QQ� JU UO UD CO LLJ UJ N L WO Q � Q LLa to f. W z z �... Ir- O W ~ W U� O� D H WW H� LL O W Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la` Floor 1 45 \1 N ►�3 2n Floor 3` d Floor Floors thru i Basement Accessory Structure* Attached Garage. _ y 4 a �1 Detached Garage .. Attached Carport . Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION; Single - family building footprint (area of the foundation of all structures plus any.decks over 18 inches and overhangs greater than I& inches)O *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 princi al 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: El .. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. kpermits plus�icc changestperrnit application (1.2004) Page 2 Z Z W QQ� JU UO UD CO LLJ UJ N L WO Q � Q LLa to f. W z z �... Ir- O W ~ W U� O� D H WW H� LL O W Z U= O Z r uDjui%. vv umftJ rr mvlt 1 llrl' Vitivili 1 lVt� — �VU- yJJ - i9 Scope of Work (please provide detailed in r , ion): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District yl Tukwila ❑ ... Water District # 125 �., Highline ❑ ...Renton Water Availability Provided Sewer District ❑ ...Tukwila ValVue ❑ ...Sewer Use Certificate Sewer Availability Provided (:]...Septic System - For onsite septic system, provide 2 copies of Submitted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond El.. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance Construction/Excavation/Fill - Right -of -way / Non Right -of -way V ...Total Cut '10 ^ cubic yards Nd...Totat Fill cubic yards ❑ ...Permanent Water Meter Size... Y " WO# ❑ ...Temporary Water Meter Size.. to WO# 0—Water Only Meter Size............ 91 WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private i i ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ... Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " :a ❑ .. Renton ❑ ...Seattle ❑ .. Approved Septic Plans Provided a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis. ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless ❑ .. ork in Flood Zone . Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " 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 *nniu pluslicc changeApertnit application (7 -2004) Page 3 Z Z Q W ; 3 3 0 UO CO 0 CO LLJ V) LL W } O } �J LLQ CO 0 = a F W Z I— O W F-. W U O- 0 H WW H 0, UO 111 Z U CO O Z ! 1.: �.. I .y ��`�`.�. �, au•aaa as .a•.vau�aa�aava. r.... +... ..... .. MECHANICAL PERMIT INF9, ATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 1 \ 1 �'ays I r contro Mailing Address � S S Gen Ic-r Sr City State Zip Contact Person: a A (Z W CA CA 2 Day Telephone: 800' 5Y 6` '75SY E -Mail Address: Fax Number: c2 53-3 9 3 7 73 6 Contractor Registration Number A LLW A A Co 14 C.3 Expiration Date: - (-, 10 6 * *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): $ o0o. O C) Scope of Work (please provide detailed information): r n S' r I G 4 S -t U rnCiCe #o 7 K Ono( d \)c.+� -�On hec�+' -- Svsfew� 'I n he�.y Howte., Use: Residential: New ....� Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... 14 Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: . Q Furnace <100K BTU Air Handling Unit >10,000 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 Suspended /Wall/Floor Ventilation System I Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent L Hood and Duct Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 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 be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: 6 f e) t R0 th S Day Telephone: R53 Mailing Address: {� d 6 D X Q S S N M n �'; (,t A • �/0 3e7a city State zip BUILDING OWNER R AUTHORIZED ENT: / Signature: Date: 6 Date Application Accepted: Date Application Expires: Staff Initials: I i \permits plus \ice changes \permit application (7.2004) Page 4 f � � _ r2nvsr X10.* aC° rr �' +- s� cro.> x: �«; xF::• �: x�iarN.' �r +»y ! k+a : „n•a,�,.., ..... - a, � -- ---- -- _ ._ I { Z H ~ w JU 0 N J N W O U. N = C! F_ W Z= F' F— O Z H 5 U� O co � H WW F— H —0 .Z W U= O Z ; r , , i �s BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME l rt tom - PERMIT# Do ,S: 230 14e* F, W E WiIA W i166zC> 5 4,0S 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 $250(l) 2. Enter total construction cost for each improvement category: General a. ,co Erosion prevention 1 Water o Sewer RM. 00 Storm water QSD co Road /Parking /Access 200,001 or more A. Total improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 1 :Z - co 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) (4) 5. GRADING Plan Review and Permit Fees. $ (5) Enter total excavation volume - cubic yards Enter total fill volume 70 cubic yards Use the following table to estimate the grading application fee. Use the greater of the PxcAvAtinn anri fill vniumes_ QUANTITY iN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $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. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 3 150 ( + + $ D 3 .. 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. E c additional review, which is attributable to the Applicant's action or inaction shall be charged 2 K1� U Total Plan Review Fee. J U L - 6 2005 Approved 09.25.02 Revised 03.18.03 PERMIT CENTER Revised 05.13.03 Revised 06.07.04 POd6 23 { z z �w � D U 00 C0 CO LL. w 0 U_ (D �w z t- ZO w w U 0 N. o� w F- t '- - O .Z w U= O~ Z w TUKWILA W BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ay 'ust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ I *aQ, C0 (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. r 1 . Approx. Remaining Years Pavement Overlay and Repair Rate (pe 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 ill. 00 (8) 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. a 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 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. Approved 09.25.02 Revised 03.18.03 Revised 05. 13.03 Revised 06.07.04 i K .t Y r �Z '~ w oG 2 u�! D 0 ( j) 0 J � N o 2�: �Q CO = CY �W Z 2 h- O Ul Z F— �5 o -. o � - w . u- ~O.. ui Z F X O z 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 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 w TUKWILA w $ 0 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ r E. Duwamish $ r F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) ,CO 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. i $� o� Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 3 I { 4 z '~ w Cit. �5: U O' N 0 CIO =. CO U_ w a .J. N Cy =w z Z W w �p U , 0 o� WW U LL �. .. z: CO) O Z r ' vg City of Tukwila Igoe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8858800053 Address: 16620 53 AV S TUKW Suite No: Applicant: TRITEC HOMES - LOT E Permit Number: Status: Applied Date: Issue Date: Receipt No.: R05 -01227 Initials: BLH User ID: ADMIN Payee: TRITEC HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 3291 1,983.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,821.88 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW PERMIT /INSPECTION FEE 000/342.400 120.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Z - W 00. 0) 11j rn � J = f- tA U. w O U- U) d F=- _ w w ?o o �'', ww H V. LL LtJ U O~ Z Total: 1,983.38 j i i j 6274 08/18 9716 TOTAL 6992.73 ` doc: Receipt Printed: 08 -17 -2005 Payment Amount: Payment Date: Balance: DOS -230 APPROVED 07/06/2005 1,983.38 08/17/2005 04:20 PM $0.00 ti ,g k f9C8 � i f Parcel No.: Address: Suite No: Applicant: Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT 8858800053 16620 53 AV S TUIKW TRITEC HOMES - LOT E Permit Number: Status: Applied Date: Issue Date: D05 -230 PENDING 07/06/2005 Receipt No.: R05 -00960 Payment Amount: Initials: BLH Payment Date: User ID: ADMIN Balance; Payee: TRITEC HOMES INC TRANSACTION LIST: ! Type Method Description Amount Payment Check 3267 1,577.72 ACCOUNT ITEM LIST: . Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,184.22 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 120.00 Total: 1,577.72 1,577.72 07/06/2005 01:42 PM $1,983.38 } doc: Receipt Printed: 07 -06 -2005 z Z W 0 0 , w= J � LL w O U- c7. �w z� 1-0 W Ljj UO O �.. w H U: U- 8' ll! � U O Z 3 INSPECTION RECORD _ 2 3c f . '� Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)43 -36 0 1 f i t: i= Pro'ect: 11�� Type of�p VA A dress: ,. 1 . Z U -5-3.4v -5-3.4v .S Date Called: Special Instructions: Date Wanted: � a.ro- 4 + V pm Requester: Phone No: t RApproved per applicable codes. Corrections required prior to approval. COMMENTS: ljor A Ile 1 4 i s j . t .. j Receipt No.: Date: fispe 1 a"I" Date / / - 696 $ 8.00 REINSPECTIA FEE ROIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z �U U O co 0 co Uj J = CO L w 0 LL Q U� _ CY �.. W. _' Z I.,. I--0 z F- 5' U� 0 O F-. w S F ~ - . LL 0 111 z . U= O z r" aa«ifi;r�'C,'f lr* IJ�,'fr"R4 �:4;M1 �a . 7 Cc'ry" . J :icvi"t }�. ;t:.• INSPECTION RECORD r 2 - 7 " Retain a copy with permit i INSPECTION NO. PERMI f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 206)431 -367 Projec : ? / 7' Type of inspection: 1 Aq / Addres : a u S Date Called: Special Instructions:. Date Want d` Q(r p.m. Requester: Phone No: 4 6 f i 1 i l Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: i Inspec r: DateG/ J �O $ 8.00 REINSPECTION FEE QUIRED. P ' r to inspection, fee must be aid at 6300 Southcenter Blv ., Suite 100. Call to sechedule reinspection. [geeeipt No.: Date: Z Z. W; JU UO to 1 W= J CO) O W� UQ N 0. �W z I— Z 0: W �p U O� � H W W LL ~O .. z' UN S O z. INSPECTION RECORD D Z3 Retain a copy with permit s' INSPECTION N0. PER T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 0 Pro 7-2 PZe 1- 1 rn�� Type of Ins ° ection: Address: Date Called: Special Instructions: Date Wanttedd p.m. Requester: Phone No: f. f A pproved per applicable codes. Corrections required prior to approval. COMMENTS: b? V t 0 REINSPECTION FEE a 6300 Southcenter BI o.: uate: y UIRED. P ' r to inspection, fee must be Suite 10 . Call to sechedule reinspection. Date: Z �Z �W QQ� JU 0O to UJI W� �LL W O F- U- j N �W Z� l— O Z F-- � O� U O 0 H: W W W Z' 111 U= O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 31'-36 Project: Type of Inspection: Addrgss� 02 0 11�2 Date Called: Special Instructions: Date Want d: d� rah m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Set / Ins p or: Datg/ 58.00 REINSPECTION EE REQUIRED rior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to sechedule reinspection. eceipt No.: Date: I' z W ,J U UO to 0 W J N LL W O 9 - LL j N = W ZF F- O W ~ W U� O -, o�- W W U LL ~O z LtJ U= 0 I_ ; z INSPECTION RECORD Retain a copy with permit INSPECT ON NO. P!a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 r7 Prolect: 77? 11 PoAles Typ f I D �'"� /�i iY' t�i!/ Address: Date Called: Special Instructions: Date Wanted: 'T. - P.M. Requester: Phone No ' KApproved per applicable codes. Corrections required prior to approval. COMMENTS: \4VpXeor 1\1 I I Date: I Receipt No.: I Date: I Z Z' 00 to 0 ca LLJ UJ U- LIJ 0 L . co) 1 = - Cy W Z H 0 z H W LLJ 5 C0 OH WW 0 z fLLi C0 O Z'' . — \'.rs 4 1. -'. �� .,p�..a+. +�.C�^ . x.n•yx.. +.. \.. x,. .....�. __.. .... ...... .. .. .. ..... .: .... ... .. INSPECTION RECORD Retain a copy with permit } INSPECTION NO. ) ER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431 -367 �.` i Pro'ec f�Qn'1 � � Type of Ins ection: " /Oa 2 _._L.NS . Address: Date Called: Special Instructions: Date Wan d: a.m J Requester: �D Phone No: pproved per applicable codes. Fi Corrections required prior to approval. Z �Z W _3 UO CO CO LU J = I— MLL W O LL j c o� =W H = 1-- O 2 F-- W � 5 U O co. 0 H- W W. H H LL Z 111 U= Z INSPECTION RECORD 105- Retain a copy with permit INSPECTION NO. , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ** C iY)`)PS - �ot Type of Inspection: , c� Address: 4 ;?0 v Date Called: 03 /3 1 /0 Special Instructions: Date Wanted: a /03�4G p.m. Requester: Phone No: ! ! ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 . Y (�Q r.; i f t' t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspection. Receipt No.: Date: z �Z W UO N 0 W= S2L W O u_ ?. N = W �_ z O W �0 U O N. 0 H WW H U W Z LU U =. O z INSPECTION RECORD 0 C - Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS 1 CITY OF TUKWILA FIRE DEPARTMENT 444 Anrinver Park Fast_ Tukwila. Wa_ 99189 206 -575 -4407 Project: T S Type of Inspection: r�n Address: Contact Person: Suite #: 6 6 Z (2 v Pre -Fire: Special Instructions: Phone No.: © Approved per applicable codes. FICorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: n pector: / Date: Hrs.: , $50.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ai "t 444 Andover Park East. Call to schedule reins ection. Re ei t No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 i i z z �W J U. UO W �LL W� 9-1 U_ ?. co :3 =W z �.. F- O z t_ LU W U 0 N 0 1-- W L U HF L O ui z U= O z MO INSPECTION RECORD - 7 t�0-5- 0 Retain a copy with permi t 2, INSP5CTION NO. PE I O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36r Project: =RrTcc HOVIAfe-, Type of Inspection: Vh� P'irARM Address* A t; L) Date Called ") Special Instructions: Date Wanted: Requester: P hone No: e Approved per applicable codes. O Corrections required prior to approval. r )CO ENTS: ins " $8.00 REIN /p aid at 6300 Red6lpt No.: uaEe: FEE REQUIRED. P •or to inspection, fee must be % ?r Blvd., Suite 6. Call to sechedule reinspection. Date: Z Z U 0 0 U) W W J Co WO 2� 15 LL < Co n CY ILLI z 0 z �-- LLI 5 UY 0 10 F- W U J X ILL Lll z co O H Z I '}'tu.'".`°'t "' . ,.c a . ,.� . _ ... ... ... .: . � _ n� .w�.+r � IT ii�.i iri �r�. �'i i.i..r.+wiM►_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: 1 r / /- Type of Inspection: Q Addres : Date Called: Special Instructions: Date Wanted: 21- -- & m. Requester: Phone No: E4 A ` pproved per applicable codes. FI Corrections required prior to approval. Inspector: Date: z�r $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z N NN W c W J UO ND WX J N U. WO J LL Q CO) = d �W Z F-. . 1-- O W ~ W U� O � � h- W LLZ LL! U= O Z INSPECTION RECORD J 5 Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 1. 1. Project:,,_..,_ Type of Inspection* f Addres : Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Receipt No.: Date: li.;• n y'�•x!''� ��A�' ri'; "ti+,, .h: «',�:, wY.a.:. �,. � � ... .. Z �Z UO Cl) D W LU C0 U . , WO LL Q (0 = CJ �W Z I- ' H O W ~ W U� O� D H W H� �O W Z U= Z L " i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior 21 INSPECTION RECORD Retain a copy with permit "I INSPECTION NO. P TN CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved . per applicable codes. Corrections required prior to approval. COMMENTS: Project* Type of Inspe t10 Addre! Date Called: Spec as Instr dttions: Date Wanted: a.m. Requester: Phone No: Inspector: Date: V $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. l Receipt No.: Date: z z W 5 00 CO 0 W W LL WO LL (1 ) CY W z 3: 0 z 1-- W W 5 CO) 0— OH WW LL 0 LLJ z CO) 3: z INSPECTION RECORD Retain a copy with permit INSPECT NO. PE CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Proje Type of Inspection: w� Addre s: 20" Date Called: Special Instructions: �=-- -� Date Wanted: .m .., Requester: . Phone No: t f t' I. F i s. i i F 4 i i. 1 f i Receipt No.: Date: 71 2 Z �y W W UO 0 o U) UJI J = !n LL W O U. J. � W z0 �p O - 0 1-- .W W H u. LL Z LLJ U =. H� O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior INSPECTION RECORD Retain a copy with permit 4PE INSPECTION N0. CITY OF TUKWIL A BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 0 Project;,,,.. Type of Inspection: Add re s: Date Called: Special Instructions: Date Wanted: a, , p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: Z I� 5 UQ Cl) CO W J = C0 LL W O u_ = a �W zF F- O W ~ W U� O N W W F=- H LL ti! CO) O Z Project:: Type of Inspection: / � 1 ---' Address: Date Called: Special Instructions: Date Wanted: a.m. 2 --3'Z�� Requester: Gr. Phone No: e iLrV � r /f ItL� ,mpg IN riMU 1 7 EY Z �-- Z �W JO UO C O Ow J = H CO LL WO �aa LL Q U � 2 F. W Z� i` O W H W. �O U N W L W r U LL O W Z, L) CO) 0 Z INSPECTION RECORD INSPECTION NO. Retain a copy with permit D 0 PERM N O. CITY OF TUKWILA BUILDING DIVISION., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 e Project: — FR I Type of ins ection: A 4 LAJ A L Address: Date Called: 2.0 53 A 7 z- o c L Special Instructions: Date Wanted: COMMENTS: p.m. Requester: Phone No: ?-0(-- 3 S3-3 Rece No.: Date: I Z ILI 00 to 0 cri W W CO) LL W O IL CJ) 1-0 W H W Ul gy = p Q) .0 0 W 3: IL —0 W Z' 0 CO) Z Approved per applicable codes. Corrections req uired prior to approval.._ O COMMENTS: Inspector: Date: Z�3 E] $58.00 REINSPECTION/FEAREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedute reinspection. Rece No.: Date: I Z ILI 00 to 0 cri W W CO) LL W O IL CJ) 1-0 W H W Ul gy = p Q) .0 0 W 3: IL —0 W Z' 0 CO) Z INSPECTION RECORD Retain a copy wiih permit INSPECT ON NO. P I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 it M Approved per applicable codes. R4 corrections required prior to approval. i COMMENTS: , 7 1 r . a .!�...- f /l i k f Inspector: Date: t 0 ' J $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be , "paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 !:!ipZ No.: Date: 1 , ita I ` I( Project: Type of Inspection: A rgss Date Called: Special Instructions: Date Wanted: � D b � Phone z H W 5. .J 0, UO C0 LLJ, J = S2 LL W 2 9_J ILL N H W. Z F_ F- O W UJ �p U 0 F- W W. F=.. () LL —0 lJ.l Z Cl) O F. z �: � � 3� z H W 5. .J 0, UO C0 LLJ, J = S2 LL W 2 9_J ILL N H W. Z F_ F- O W UJ �p U 0 F- W W. F=.. () LL —0 lJ.l Z Cl) O F. z i INSPECTION RECORD Retain a copy with permit &Q5 ?,30 INSPEMON NO. PE 1 O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project:, 7 Type Inspectio : • ' ... i Add s: Zo � Date Called: Special Instructions: Date Wanted: a.m. p• Requester: Phone N 393 — 37e:57-y per applicable codes. Corrections required prior to approval. i Inspector: V k Date: (/ $58.00 RE NSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z !f W Ii UO Co 0 LU co LL W O Q � Q LL Q CO Cy = W Z � W �p U co .0— o� W W S —O ltl Z, U N O Z 4Q .33n?ini. x Y'sw`_`(F. ] h- 1'3u•.MRf .hT1`•x. ..t+ -�- /w .... .._.. _. .... .. ...«_ _ .. /// _ ... .._ INS'P'ECTION RECORD Retain a copy with permit INSPECTION NO. * CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspection: Address: N Date Calle : Special Instructions: Date Wanted �. a.m. Requester: Phone No: Receipt No.: TD �i Z Z W 6 2 . UO CO 0 C0 I .- CO LL W O 9-5 LL S2 W ' z H F- O W F- Uj U ' O N 01-- LU W H� LL O. ui z U= O }_ Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: r Ty e•of Inspection: Address: -23 "i Date Called: Special Instructions: Date Wanted D a. Requester: Pho o: p �Q Approved per applicable codes. Corrections required prior to approval. .. COMMENTS: Dtclrtl 0GG7�f 1 i Inspector: Date: 01 vS' E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. l Redeipt No.: Date: . r. r• z Z N W LL ^ C J .J U 0 0 0 w= U. w 0 �J U_ j N �W Z= t— �O U 0_ 0 o�_ W �U W Z U to p_ 0� z u INSPECT ION RECORD Retain a copy with permit INSPECTION NO. Z S � �; CITY OF TUKWILA BUILDING DIVISION O. 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 I fy T P *ect, it clia Lott Type of rw=1 ce V Date Called ) t0 Special Instructions: • Date Wanted: a Requester: �� \n-n � Phone-No: ;2N --5� Approved per applicable codes. roCorrections required prior to approval. COMMENTS: V/ �Vel t 12- 7/2z Z -e Al C e ;f Tz.) Sk a e P5 L Inspecto Date: < REINSPECTI& FEE EQUIRED. Prior inspection, fee must be )0 5 0 -�tvl C I pat at 6300 Southcenter Btv Suite 100. C to sechedule reinspection. Re", ( No.: Date: z I ILI 00 M 0 w = CO) U. 111 LL cf) a I .- W 0 z �- W 5 W LL -0 f1i Z' P_ 0 Z. 7-7 1 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: I . Tri+ec Rome-s Type of Inspection: 5 D Address. 11 166,10 -53 Aye S Date Called: fl- )4- Special Instructions: Lot Date Wanted: a.m. Ott .m. Requester. j, L ASOY) Phone No: 206-2-:54- F] Approved per, applicable codes. Corrections required prior to approval. COMMENTS: 0 s A)- lo7 i /ilc Inspector: (Date: I f / r ` /��,,,,_ I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. IReceipt No.: Date: Z Z� X UJ: J 00 CO) = W �-J S2 LL W 0 . LL LU F- WO LU 5 03 0- a I- LU W U LL 0 Z C0 p 0 z i t INSPECTION RECORD '� �'' �' �'' '+'� •' Retain a copy with permit - W!5 �3 b INSPF NO. PERMIT NO. S � CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Pro'ect:, Type of I pectin —Address- Ev �;�L? � Date Called: � � /, I Special Instructions: Date Wanted: _ Requester: Phone No: , L Z OO n Approved per applicable codes. O Corrections required prior to approval. COMMENTS: : 1 Inspector: f / Date: / $58.00 REINSPECTION FIrE, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r Z zd Z 2 W U O co o co W J = H: N W W O. 9 - LLj CY = W F _ Z �.. WO W Uj3 O� oi_ =W �U LL O. Z U N P h=- . Z INSPECTION RECORD L PERMIT Retain a copy with permit INSPECTION NO. - NO. CITY OF TUKWILA BUILDING DIVISION 6900 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pone N o Corrections required prior to approval. D Approved per applicable codes. I' ` paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: At Proje • - Typ f.4nspection: P 'd d ess: Date Called: --r 57 ,/0 ial Instructions: �-- G Date Wanted:_ a.m. � /�� .' p.m. Requester• l i Z Q W JU 0 0 , No w= J I.- CO LL WO 9-1 LL Q Co �. HW Z� H O W iL W U� o -. o � WW u_ Z 111 U N; O F" Z l� ri �nr.WN'. N f��7». ti . rrt fi "�•• l S � 1 : ,Ji;,, e.,_y., : ,' \ .. .. INSPECTION RECORD Retain a copy with permit - INSPECTION N0. PER 46)4-;670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 PM ' ct :, +e( C l -^ Ty, of inspection* — f Ad ress ' Date Called: Special Instructions: Date Wanted; Requester MN o: o Approved per applicable codes. Corrections required prior to approval. COMMENTS: I' . i f' s A . Inspecto . ' Date: �—' 17 1 558.00 REINSPECTION F RF0[IIRED_ Prior to insnection. fee must be Receipt No.: Date: 0 1" z Z W UO N o J = N LL . W � 1— ILLQ N = W H Z F .. Z� WW Uj3 .0H WW x O Z co H= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 6)431 -3670 Project:_ Type of Inspection: Address: Date Called: Special Instructions:: Date Wanted: a. 9 M. Requester: Phone No: K Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS- _ i ✓ . M , 1 Receipt No.: Date: "paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. h Z Z � W W� UO Cr) LLJ UD J :r LL W O U.Q N =) _CY �W Z H O Z F—. WW U� O CO 0 F_ WW H �. LL Z W U= OH Z INSPECTION RECORD -j Retain a copy with permit J 43D [ INSPECTION NO. PE I r� CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ect; T ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 72 4:2 1114 Of 421 ``, 41 J Receipt No.: Date: IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 701 Z ii- W' UO Cl) 0. C0 LLl J = fL LL WO LL CO) =. 2 CY. F. W Z F- Ir 0 W ~ W U� Oco :0 1.- WW H �. LL Z L11 co Z of I spection A ress: Y Date C Iled: / Special Instructions: Date Want Requester: I Pro e N o: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 72 4:2 1114 Of 421 ``, 41 J Receipt No.: Date: IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 701 Z ii- W' UO Cl) 0. C0 LLl J = fL LL WO LL CO) =. 2 CY. F. W Z F- Ir 0 W ~ W U� Oco :0 1.- WW H �. LL Z L11 co Z Jan 20 2006 4:38PM CWH { 1 . i i 360-871 -5633 p.l 22� CWA CONSULTANTS, P.S. 7 STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E. Caraway Road, Port Orchard, WA 98366 (360) 871 -5433 FAX: (360)871-5633 E -Mail; chuck.cwaQverizon.net January 20, 2006 CITY OF T TO: Andrew Goble — Tritec Homes FEB 2 3 2006 FROM: Chuck Williams SE, CWA Consultants PERMIT CENTEh SUBJECT: Shear Wail 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, A JV �4 t Charles J. Williams, SE 1o z Z . �W UO 0 w W CO) u. W O LL a �d =w Zo W Uj U 1 0— . o I-- 2U u. 0. w z U =: z EXPIRES 03 -16 - 0 Sep 29 05 09:33a 8ndrew (253) 946 -4885 p.l { OS ri N O M S Fax f f i y E i f To: Dave Larson From: Andrew Goble i Company: City of Tukwila Company: Tritec Homes, Inc. Fam (206) 431 - 3665 Pages: 3 Plow (206) 431 -3678 Datm 9/29/2005 Re: Chinn Lot #E Geotech Report M. i Dave, i Here is a copy of the Geotech report for bearing pressures for Chinn Lot #E 16620 53 Ave S { Andrew RECEIVED i SEP BUILDING DEPAIRTM;Elvl- PO Box 951 Sumner, WA 98390 (253)863 -7708 Fax(253)863 -7796 Z W : 2 QQ :3 UO W= J � N LL WO U- ¢; co) d H =. z�- z0. 5: O � 3 1.-- _ W ` L _z LLi U =. '1N3wnoo(3 3Hl =10 ,kinv o 3Hl Ol aw SI 1130IlON SIHl NVHl 2143'10 SS31 SI 3W` H:J SIHl NI 1N3wnoo(i 3Hl =11 = 3OIlON m >z � U U Q 0- 1n 1 CD H Z m U In (U O ... W U W Z O 1— N tY W Z re O U 3 1! L a) CQ a: 07 CV V 10 m n Referenoe: She Plan based on site plan by Baima and Hoimberg Inc. Dated July 26, 2002 �35 0� �n 09 V 1, CU Q� in � 1 C C u v Site Ran N 0 20 40 . i L EGEND TP -1 Number andAppbw Location of Test pl Cornerstone Phma' {42a7544M Tritec - Tukwila to Geotechnical, Inc. '``t' 25'-YA-196T Humber Fpua 17S2S1301hA .v9NE,G102.41»drnle,i\y� -49.2 1853 E Zf—1 401 SegS 129 20165 0 08: 52 a Rndre (253) 846 -4885 CORNER5TONEGEOTECHNI P.2 PAGE 02 Field Report Cornerstone OW Geotechnical, 17825. 130th Ave NE, C102 Woodinville, WA 98072 Ph: (425) 844 -1977 Fax: (425) 844 -1987 Inc. t�4 f Project: 1 �' % 16-f C — tad • Weather: JzZe4C I Purpose of Visit: �D�►5 � . ,�. .o. CG File No. �..� Date: Report No: Page — / of -, By: o- --("'� L �/v-1 vri^f - a we — t ..l �iAm I C. G 49 � er Z �Z '~ W D O U N D CO U1 J F tn U- W O. 9� U- N d = W Z F- ZO W5 0 O N. 0 I- WW H U- U= o� Z C17PY OF TUKWILA - BUILDING DIVISION r,_ Prescriptive Approach – Simple Form ! For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Lot: E S6 Pk * '' Address t 6 b A o 5 3 A Ve s, city: TV Kw's� A State: W A Zip: 5 61 0 . 6 — Contact: of Q/1 t 9 O 11 i n s Phone: 2,53-963- Phone 2: ZO 6' 35 3 - l l 3 0 Fax: c, 063-779 Building Department Use Only Permit #: Notes: I T r, cO�iE COMPLIANCE AUG 16 Table 6-I PRESCRIPTIVE REQUIREMENTS °'' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Unlimited Glazine Option Onl Glazing Glazin U- Factor Door Wall Wall Wall Slab Option Area U- Ceiling Vaulted Above Int Ext" Floor 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 the code text for footnote references This project compiles with the following: FiEOEIVEd CrTYOF1'UKIMLA ✓ The project is a single family residence or duplex. ✓The project is wood frame OR all of the insulation is interior or exterior of the framing. J U L "' 6 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option ill. ✓ 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: O 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 O 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 Copyri ght 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program 1;195162slo Prescriptive - Simple Form - Climate Zone 1 7!261 2004 Z Z 0 Cl) J � w �Q co d =w Z �. ` �o z ii— W U O N O H WW H � LL O LLI Z U =. O Z 2005 t� lak��,�ila 1 Unlimited Glazine Option Onl Glazing Glazin U- Factor Door Wall Wall Wall Slab Option Area U- Ceiling Vaulted Above Int Ext" Floor 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 the code text for footnote references This project compiles with the following: FiEOEIVEd CrTYOF1'UKIMLA ✓ The project is a single family residence or duplex. ✓The project is wood frame OR all of the insulation is interior or exterior of the framing. J U L "' 6 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option ill. ✓ 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: O 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 O 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 Copyri ght 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program 1;195162slo Prescriptive - Simple Form - Climate Zone 1 7!261 2004 Z Z 0 Cl) J � w �Q co d =w Z �. ` �o z ii— W U O N O H WW H � LL O LLI Z U =. O Z See the code text for footnote references This project compiles with the following: FiEOEIVEd CrTYOF1'UKIMLA ✓ The project is a single family residence or duplex. ✓The project is wood frame OR all of the insulation is interior or exterior of the framing. J U L "' 6 2005 ✓ All building components meet the requirements listed in Table 6 -1, Option ill. ✓ 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: O 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 O 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 Copyri ght 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program 1;195162slo Prescriptive - Simple Form - Climate Zone 1 7!261 2004 Z Z 0 Cl) J � w �Q co d =w Z �. ` �o z ii— W U O N O H WW H � LL O LLI Z U =. O Z v � Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Select One Option R W Conditioned Floor Area Glazing Area Area Weighted Fee? 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 802.7.2 Glazing Area Total! Cond one oar Area, not to exceed I% TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See; code;texffd'r�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 Z '~ W �2 D UO N W J H CO LL WO U. WD = W F- _ Z� ' W 0. ❑ U ON ❑ H WW ti O. .. Z W U= O Z _. Glazin Glazln U- Factor wall" Wall* Walls Slab° Option Area u: Door Ceiling z Vaulted ' Above int ext Floor s on a ,6 of Floor Vertical Overhead >> U- Factor Cellln 9 Grade Below Below Grade Grade Grade I. 12:t 0.35 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 II.• 15% 0.40 1 0.58 0.20 R -38 R -30 1 R -21 R -21 R -10 R -30 I R -10 25% 0.40 0.58 0.20 R -3s / R -30 / I R -21 ! R -15 R -10 R -30 ! R -10 Group R -1 Um0.031 U -0.034 U -0.060 U -0.029 and R -2 Occupancies Onl W. Unlin3ited 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-4 Occupancies onl Unlimited 0.35 0.58 0.20 R -38! R -301 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 See; code;texffd'r�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 Z '~ W �2 D UO N W J H CO LL WO U. WD = W F- _ Z� ' W 0. ❑ U ON ❑ H WW ti O. .. Z W U= O Z _. Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Exterior Doors', . Plan Component Door : P,ercent Width : Height Glazing Door Door ID De§cri "fion Ref. U Glazed:: Qt; Feet I "`" Feet. f" Area Area UA U A A I =UXA One Exempt'Door, If 24' Square Feet or Less:. :Sum of Area and UA (do not inclUde exempt door) Area Weighted.U.= UA/Area i . Vertical 01azing (Windows,'Doors ;Ezcepti'on 602.641) Plan Component:. Glazing Width Height Glazing ID... oescn ton.: Ket. u Qt:., Feet ,' ' Feet. Area UA A =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 Z w QQ JU 0 O w� S2 LL W O 9:3 LL CY =w Z 1--0 Z 1— U� CO O � H W W. LLO LLI Z CO) O F.. Z I Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Overhead,Glazing Plan, Component:. Glazfhg Wdth . Height IM ut: 'Mee ' t i-eet rea UA i Sum: of Area'and UA Area Weighted U = UA/Area Section-.602.71 Exception Plan Component Width Height ID Descri' tion Qt:: Feet '" feet j •i i i i ..Sum of Area and Area X3 i Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) A =UXA Area Area X3 7/28/2004 3 of 3 !~ w U" U 0; N W= N LL; W }} J. LL ?_ � =w z� H O. w LL j �C3 U O CO 0 W F- �; Z U CO z P - r SPEARS ENGINEERING & TECHNICAL SERVICES REVIEWED FOR CODE COMPLIANCE ,blon ok' 1p n AUG 16 Zoos CVy Of Tukvvai!a �'' tit.•• ':r .�Rd;'.'. ;. kui . A.- RECEYED CrrY OF TLAWILA J U L - 6 2005 PERMIT CENTER Db P.O. Box 1007 PHONE (253) 833.7967 AuBURN, WASHiNOroN 98071 -1007 FAx: (253) 735 -2867 LvNkr FILE COPY PL ,` r l' ' R r` . �4 z i� Z. �QQ W : WD. JU U O' (n 0 co) Lu W =. LL WO J LL Q: N El` �W Z� z O . W 25 U O c o .W W u- O z U N. O Z P.O. Box 1007 PHONE (253) 833 - 7967 Report # 00001 - 037 AutwRN, WASHINGTON 98071 -1007 FAX: (253) 735.2867 Page 2 of 17 z Z '~ W 0 CO O J H NW W O 9: LL to d = W N = z F- Z� W U O N o l- WW LL —0 Cll z Cl) O z INSPECTION & TE SnNO SERVICES SPEARS GEOTECHWAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSMUCTION/PROJECT MANAOEMENT T SnCWMNG IN ROADS der BRIDOES ■ E CHNICAL HTTt :1 /WWW.W-AL't MINEEPJNG.COM/ SERVICES TA IE OF CONTENTS Tkk Of Comws 2 SUbSURE%M INNe*t'AON 3 btroduction: 3 Purpose: 3 Scope: 3 General: 3 Geology Of Area: 3 Climate Of Area: 3 PRDjECT DESCR P*M 9 4 Ftdd Ex 6awioN 4 General Notes: 4 Drilling & Sampling Procedures: 4 Laboratory Testing Program: 4 Subsume Cowl&Ns 4 General Notes: 4 Description Of Foundation Materials: S FouktuloN DiscussiON ANd RECOMMENdAT10Kt 5 General Notes- i s Foundation Design Recommendations: S Slope Stability Modeling & Analysis: S Slope Recommendations: 6 CoNSiAtw&m CoKidEwUioNS 6 Earthwork: 6 Structural Fill: 6 Excavations: 7 Lai" Earth Pressures: 7 Floor Slab-On -Grad= 7 Groundwater Control: 7 Gcoseismic Setting: 8 Liquefaction Potential: 8 SUNarrtrty 8 GEoxc icd G u*W NoTEs 9 Sail Property Symbols 9 Drilling And Sampling Symbols 9 Relative Density And Consistency Classification 9 Particle Size 9 Sim PLAN whk BoRiNq Loc LocATioru to SITE LocAAoN 1 1 Dymmic SlopE Suli6Ty Analysis 12 BOWNq Loq # 1 13 BoWAq Loc #2 13 Sim MOTO # 1 14 STTE PhoTo # 2 1 5 SITE PhoTo # 3 16 Sim Mow #4 17 P.O. Box 1007 PHONE (253) 833 - 7967 Report # 00001 - 037 AutwRN, WASHINGTON 98071 -1007 FAX: (253) 735.2867 Page 2 of 17 z Z '~ W 0 CO O J H NW W O 9: LL to d = W N = z F- Z� W U O N o l- WW LL —0 Cll z Cl) O z INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION /MATERIALS ENOINEERINO CONSMUCTION/PRW ECT MANAOEMENT S PECLAIIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGIN EEPJNG.COM/ SubSURFACE INVESTIqATION SPEARS ENGINEERING & TECHNICAL SERVICES I NTRODU CTI ON: 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. G ENERAL: 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 i 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 Z � QQ 2 JU 0 to 0 co Ili LU CO LL WO L L = �W Z F- 1— o Z I— IM5 U� O N off wW uo Z w U= O~ Z INSPECTION $ TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJEcr MANAGEMENT TECH N 1 CAL SPECMIZINO IN ROADS & BRIDGES HM: / /WWW.SPEO - ENGINEEIUNG.COM f SERVICES PROJECT DESCRIPTION Z The purpose of this section is to enumerate details of the proposed structures. The following information was provided by the owner. '~ W The site is currently a single family residence which the owner is in the process of short platting into 5 single family residential lots. Conventional spread footings and slab -on -grade floors are contemplated Differential settlements are limited to' /, inch. U 00 The site of the proposed short plat upon which this soils exploration has been made is located at 16628 53" Ave South in Tukwila, T W 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 property line to the east property line. The site drainage consists of normal runoff infiltration. The site vegetation consist of a to U. maintained residential yard with some fruit trees and then blackberry bushes along the east '/, of the site. East of the property the O 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 QQ storm and sanitary sewers. Therefore, we did not perform any percolation tests for the site. LL to j 0 HEW EXPLORATION H W ? t- O GENERAL NOTES: W W The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project p site, excavating the test boring, performing field penetrometer and vane shear tests and recovering disturbed grab samples. A total of L) U two test borings were placed on the site. The test borings were advanced to 6 feet below the existing ground surface. The test borings p 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 W W orientation and position the excavations. The test borings were located by the field technician by means of normal taping and pacing U procedures and are presumed to be accurate to within a few feet. After completion, the test borings was backfilled with excavated u. soils and the site cleaned and leveled as required. Z UN i DRILLING &SAMPLING PROCEDURES: F- O jThe soil boring was performed with a conventional hand auger. Representative samples were obtained from the borings. The samples Z 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 AuwpN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page d of 17 INSPECTION & TEsn SERVICES SPEARS GE- owcHNICAL EN GINEERING f CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT T SPECLAUZING IN ROADS & BRIDGES ■ E CHNICAL WM: //W W W.SPEARS-ENG INEERING.COM/ 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. FOUNCIATION DISCUSSION ANd RECOMMENCIATIONS 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 construction, 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/if 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 minimiz 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 AU BURN, WASHINGTON 98071 -1007 FAx: (253) 735.2867 Pogo 5 of 17 Z �Z �W 2 D JU UO UU W J }- 00 u- WO J U— C0 =W H Z H 1-0 z H W5 U� O� 0H WW H� LL O tit z co z INS PECION & TESTING SERVICES GEOTECHNICAL E NGINEERING CONST RUCION MATERIALS ENOINEERINO CONSTRUCTIONJPROJEC MANAGEMENT SPECIA WNG IN ROADS & BRIDGES HTTP: /f WWW.SPEARS- ENOINEEPJNO.COM/ 1) The soil and water profiles. 2) The kinematics of the potential slope failure. 3) The strength and weight of the soil. 4) The proposed slope geometry. 5) Static and seismic (dynamic) loading conditions. SPEARS ENGINEERING & TECHNICAL SERVICES The site was modeled using Geo- Slope's Slope1W 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 tbs./fe unit weight with a phi angle of 34 and no cohesion. A ground acceleration of 0.20g's was used in both the vertical and horizontal direction for the dynamic loading conditions. We have calculated various "worst case" scenarios and have found that the site shows no indications of any deep seated instability of 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 be small surface failures on this area of the slope as it drops down to Interstate 5. SLOPE RECOMMENDATIONS: 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 line. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed into the existing storm drainage system. Any drain fields should be setback a minim of 100 feet from the top of the slope at the east property line. The important item for maintaining the slope stability on the site is to minimiz or completely eliminate any drainage that would saturate 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 the terracing with rockeries or segmental block retaining walls. CONSTRUCTION CONSIdERAT10NS EARTHWORK: Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of 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 subgrade conditions (i.e., moisture content) and the placement & 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 lilt 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 fo 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 AU 6uw, WASMNGTON 98071 -1007 FAX: (253) 735.2867 Pogo 6 of 17 Z Z �W 2 D UO NO C0 LU NU_ WO L CO =W Z f— ZO LLI �O U ON O F- W W u tii U= O I-- Z INSPECTION &TE SERVICES SPEARS GEOTECHNICAL ENOINEERINO CONSTRUCTION MATEwAL3 ENOINEERINO ENGINEERING & CONSMUCTION/PROIECT MANAGEMENT TECHNICAL SPECIALIZING IN RO ADS & BRIDGES HTTP: / /WW W.WEARS-ENOINEEIUNO.COM/ 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. Q The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the W wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a D long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort J V difficult to control. v 0 Co EXCAVATIONS: "� N Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes p 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. Q This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. u- �d Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted W according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from Z these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is H O the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and W equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, g j state and federal requirements. U o O LATERAL EARTH PRESSURES: W W Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand I= I--- and gravel mixtures that are fine draining are recommended for backfilling walls greater than four feet tall. There arse below grade t!- O retaining walls or walls designed for retaining earthen fills on this project. The following values may be used for this site. j N Active Earth Pressure: 30 lbs. /Iffft depth ~O �--. i Passive Earth Pressure: 400 lbs. /ft /ft depth Z i FLOOR SLA11- 0"RADE: j 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 lmckfilled 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 3 /, inch sieve and should contain less than ten percent passing the ##200 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 Well 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 AubuRN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 7 of 17 INSPECTION & TESTI SE RVICES G EOTECHWAL ENGINEERING C ONSTRUCTION MATERMS ENGINEERING CONSTR=ON/PRO)Ea MANAGEMENT SPECWWN0IN ROADS do B RIDGES KTTP : //WWW.S"ARS- ENOINEEPJNG.COM/ SPEARS ENGINEERING & TECHNICAL 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 16 -7. 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 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 the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. SUMMARY When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structlues, 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. 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. 2 D. UO moo. J � CO) u_ WO LLQ N� = t— W Z t... Z I-- �5 U O N �H W W, C y IL O: W Z U N P O Z S� 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/ft V: Vane value, ultimate shearing strength, lbs/ft M: Water content, % LL: Liquid limit, % Pk Plasticity index, % D: Natural dry density, lbs/ft WT: Apparent groundwater level at time noted after completion. 1NSr EcnoN &T ESTING SERVICES GeoTECHNICAL EN OINEERINO C omsmucno m MATEaw3 EN OINEERINO CONSTRucnoN/PRCUECT MANAGEMENT S►ECUuZINO IN ROADS & B RIDOES HfT : //W W W.WEALS -EM INEEPJ NG.COM/ GEOTECIINICAL GENERAL NOTES SOIL PROPERTY SYMBOLS 1 ' I: i , 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. GB: Grab Sample. DB: Diamond Bit. CB: Carbide BiL WS: Washed Sample. RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non - Cohesive Soils) Very Loose Loose Slightly Compact Medium Dense Dense Very Dense Terms (Cohesive Soils) Very Soft Soft Firm (Medium) s Stiff i Very Stiff i Hard i � PARTICLE SIZE Standard Penetration Resistance 0 -2 2 -4 4 -8 8 -16 16-26 Over 26 Boulders 8 in. + Coarse Sand Cobbles 8 in. - 3 in. Medium Sand Gravel 3 in. - 5 mm FSne Sand Q. - (tons/ft) 0-0.25 0.25-0.50 0.50-1.00 1.00-2.00 2.00-4.00 4.00+ 5 mm - 0.6 mm Silts 0.6 mm - 0.2 mm Clays 0.2 mm - 0.074 mm SPEARS ENGINEERING & TECHNICAL SERVICES 0.074 mm - 0.005 mm 0.005 mm & Smaller P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 Aubum, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 9 of 17 z 11 '- W W� 0 0 N o C0 W J X . t-. NLL W O L? cod = 1— W _ Z �. ZO w �5 U� ON D I-- w W, U' u il z t U N: O z I NSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W. SPEAP.S•EN G I N EERI NO.CO M/ SPEARS ENGINEERING & TECHNICAL SERVICES SITE PIAN WITIi BORING LOCH LOCATIONS -- 553RD P AYEE. S. tA + m 1 _ N OMS'33' E 73 + I +� oe �3 C t6S.DT — - • H arae•33- f eaTe• ...._ _._...., ._..___.._L....r. - ._.. . .. _.. - ._. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 10 of 17 z Z �w o CO O co LU J = CO U. w U_ cl)d =w f- _ zF- ZF- w U� �_ D h- wW F-- LL 8 w z. U= O z \ Boring #2 co `1 \� s 01 1 Im .1 N tA + m 1 _ N OMS'33' E 73 + I +� oe �3 C t6S.DT — - • H arae•33- f eaTe• ...._ _._...., ._..___.._L....r. - ._.. . .. _.. - ._. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 10 of 17 z Z �w o CO O co LU J = CO U. w U_ cl)d =w f- _ zF- ZF- w U� �_ D h- wW F-- LL 8 w z. U= O z \ Boring #2 co \� s 01 tA + m 1 _ N OMS'33' E 73 + I +� oe �3 C t6S.DT — - • H arae•33- f eaTe• ...._ _._...., ._..___.._L....r. - ._.. . .. _.. - ._. P.O. Box 1007 PHONE (253) 833 -7967 Report # 00001 -037 AUBURN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 10 of 17 z Z �w o CO O co LU J = CO U. w U_ cl)d =w f- _ zF- ZF- w U� �_ D h- wW F-- LL 8 w z. U= O z INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //YVW W.SPEARS- ENGtNEEPJNG.COM/ Project Site SITE LOCATION SPEARS ENGINEERING & TECHNICAL SERVICES P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE (253) 833 -7967 FAx: (253) 735.2867 Report # 00001 -037 Pago 11 of 17 tc'.•;:UL;� z �w �U 00 CO 0 J H C0 LL WO Q � Q LL Q ND = Cj �W Z 4- O z 1-- 25 U ON D F- WW H LL z' ►11 0 b F - z INSPECTION & TESTING SERVICES GE OTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONsmuc ION/PROJECr MANAGEMENT S PECIAU27NG IN ROADS $ BRIDGES HTTP: //W W W.SIPEARS- ENOINEEIUNO.COM/ DYNAMIC SLOPE STAbiliTy AANAI.ySIS 01 .835 .630 1.832 1.647 .860 1.864 1.869 1.874 1.881 1.891 1.905 1.928 • .829 E998 1 .940 1.834 E998 .91 1.843 E998 1.885 1.854 2 216 1.857 .1282,-" 21 .831 1.868 009 .908 1.339 2A 1.809 1.887 4 1.913 1.866 0 .795 1.96;v 007 1.802 1. 1.232 1.259% 1.243 EW6 • • • • • 01.933 1.843 .49 1.847 1.867 1 1.744 1.876 1.321 0 1.260 11 .299_.299 1. 250 1.381 E995 53rd Ave S s2Q 1.891 320 Analysis Method: Morgenstern-Price Direction of Slip Movement Left to Right 1 1. 300 P.W.P. Option: Plezometric Lines / Ru 280 `. - 1 -5 4 � I 260 350 C 240 a 01 .835 .630 1.832 1.647 .860 1.864 1.869 1.874 1.881 1.891 1.905 1.928 • .829 .984 .880 1.834 .975 1.886 1.843 1 1 .921 + 1.892 1.854 1.996 1.900 .1282,-" .376 �� 1.868 009 .908 1.339 1.223 1.245 1.225 1.259 1.275 .298 1.887 4 1.913 1.866 1 1.96;v i 0p76Q7``1 1 . 1. 1.232 1.259% 1.243 EW6 • • • • • 1227 1.226 1.2 ;7 1.234 ; 995 .49 i "7�i . 1. 000 091 2028 * 096 Z059 : 103 Z 111 2 114 • 1 • 1 1 .728 1.717 1.700 1' '67 • • • -/ - 4 478 11.506 f . 1.456 1.399 1.334 1.269 > 22o Description: Alder Arents 4) 20o SoirModel =M ir- Coulomb Unit Weight 120 180 160 Phi: 34 140 120 0 5o 100 150 200 250 300 Distance .441 1.313 .272 1.238 .724 .278 1.394 1.284/ 1.222 1.236 1.221 1.278 1.337 1.258 1.219 .234 1.218 1.277 1.232 1.215 1.231 1.214 1.276 .1282,-" .376 �� 1.222 .248 .228 .261 .275 � 1.339 1.223 1.245 1.225 1.259 1.275 .298 .222 .243 .221 1.257 1.275 1.259 1.218 1.240 1.216 1.253 1.289 1.228 t 6� 2 1.236 1:260 1.249 �E996 I j / 1225 • 1. 1.232 1.259% 1.243 EW6 • • • • • 1227 1.226 1.2 ;7 1.234 ; 995 �1. 1.221 X 1.2 3 1.219 1 1.218 0 --- 1.321 0 1.260 11 .299_.299 1. 250 1.381 E995 Descript Walt' Chin Short Plat Comments: 16628 53rd Avenue S. Analysis Method: Morgenstern-Price Direction of Slip Movement Left to Right Slip Su Option: Grid and Radius P.W.P. Option: Plezometric Lines / Ru Seismic Coefficient: Horizontal and Vertical `. - 1 -5 4 � I 350 400 450 500 550 600 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 Slope/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 (253) 833 -7967 Report # 00001 -037 Au huRN, WASHINGTON 98071 -1007 FAx: (253) 735 -2867 Page 12 of 17 SPEARS ENGINEERING & TECHNICAL SERVICES Z Z �w QQ JU UO CO L1,- W 0 � u- Q = W I.- _ Z F- Z� 25 U 0 co OH W �U O Z w U= O I.. Z IN SPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERULS E NGINEERINO CONSTRUCTION/PROJECT MANAGEMENT S PECIAULNO IN R OADS & BRIDGES HTTP :/ WWW.SPEARS-ENGINEERING.COM/ BORING LOCH # I SPEARS ENGINEERING & TECHNICAL SERVICES File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet % M Qp % 3 /4" Date: 9/23/00 6.7% 1.5 94% Boring Log #: 1 Boring Type: Hand Auger Depth Field Change (Ft) Description in Soils 1.0 Topsoil ............ 2 Silty Sand wGravel 3.0 7 4.0 5.0 Dense Till 6.0 end Boring .... File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet % M Qp % 3 /4" % - #4 %4 200 Comments 6.7% 1.5 94% 71% 11% AU, some organics, dry • light BroWa, medium dense 9.1% 2.5 92% 58% 13% :AU, dark brown, dry, .......... ............................... , homogenous, very dense BORiN(..� LOCI #2 File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 fact % M Q % } /4" Date: 9/23/00 7.8% 1.5 98% Boring Log #: 2 Boring Type: Hand Auger Depth Field Change (Ft) Description in Soils 1.0 Topsoil 2 Silty Sand wGravel 3.0 4.0 5.0 Dense Till 6.0 end Boring File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 fact % M Q % } /4" % 44 %4200 Comments 7.8% 1.5 98% 88% 14% AU, some organics, dry light Brown, medium dense 8.9% 2.0 95% 67% 15% AU, dark brown, dry, homogenous, very dense z Z �W UO N C3 -3 � CO) L W O U . to � F- W Z F- ZO W U0 O co 0E- WW U- O ..z UN p _. o� z INSPECTION $ TESTING SERVICES GE OTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERINO CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HYTP: //W WW.WEARS-ENO{NEEIUNG.COM/ SITE PI10T0 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 A UBURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Page 14 of 17 z ~ w JU UO UO W = F- U) U WO U-Q to D = F- W Z H F- O z I-- W W U� ON 0H WW H u O z W U= O z !L m Wit ::!'•,: �,. ,, •Tip. •,:; �:;:• r�{r �e 1,�.�f .y �;' ! �; . +j tt�.':t�;:j�ipj'',t:.~�•1�'�� ..,.�� .�; `, �ti %f�. - �ti!i% «�i+ . �� •,_ ' �i �'�.�f.' {r'�>�: .� i � l l �t"":�' �i'��, ,' �, �. !• .....gal t': '`1'\f :t �'��'' ''1 y • t . t• - ti: �' •;�'� �r� .• ' :l .. t ! � •••'�', ; � :� [mot {' . �.. • , t . : , t r �. � ' �i.1� Y a .l' • �7.�i .'.' ��•,• J'1•!. �- ' f =: K �• : • '[, �, �.:•` . •+ ♦�. • \,.�,y �.�• - {'/ : � • . . 1•!: �{ • ,t :... '} .; �: fL_� t.' •'t:�.• •4TH •T j' a.', b �fi �f ' '\ •� . }• •'.�, •�•,r . v.•~ ,1 !'•..� r • •` a • ; 1 't''LT a . 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Box 1007 PHONE: (253) 833.7967 Report It 0000 1-03 7 AUBURN, WASHINGTON 98071-1007 FAx: (253) 735.2867 Page 16 of 1 7 I CA AN IL 0 1 . Ww • A . A, A, all, A At .r r A e A- 17 I FILE COPY Lateral Load .Analysis for: Design Unlimited Pla 2002A/2 Western Washington Default Per 2003 IB C using 01at v 4.0 CODE COMPLIANCE AUG 16 2005 Ci Q v Tukwila OXWSTON Seismic Design Category Site Class SDs R Exposure Wind Speed Snow Load D D 0.865 6.5 (OSB) cB) 85 mph (3 sec) 25 psf May 23, 2005 This lateral has "" ! . ally reviewed by me and it is in full ZU&Z comp ' International Building Code. RECEIVED CrrYOf:rUKW o '�� ► t.� �c`� JUL - 6 2005 ONAL PERMIT CENTER „ 1 0 Da 20 1 z z, W D . J U UO CO) 0 w= J �. U. W O J L j co d H =. zo 25 U 0. O N o� W W LLo z co o1-- z 4 r;1 �:X �Cn O W Q Q A 1 - S torq 1 3 4 15.0 35.0 40.0 • 1 1 ' D 30.0 • 1 1 05 -23 -2005 2002A2 e%44 7T I l.r-vs.-YL pt4A -Q 44.0 1 ` k3 c' 01560 ) ) Walls [ 7/16" Wood Structural Panel w/ 10d Box [Gr III Species ]= Holddowns: [ Simpson Strang -Tie Holdown] [ Gr III Species r Stuts : [ Simpson Cnnctr ] * Exceeds maximum table value �. .�.? "jai: Y'e! :»tSt+�c?s^^•.-'= ZZeFF$ F V��= `AtZ ?�Y �. � :. - ..i:r' �� y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE__TO THE QUALITY OF THE DOCUMENT. . to C Q Z; w > J Q Q �V X - Story si vv s+vv,r �vvGMS 1 4 Y 2 3 I 15.0 05.0 1 1 P 16.0 . . . : ..... ............................... 1 1 1 1 • 11.�. ,� 1 1 - E 44.0 ..... Walls 1 7/16" Wood Structural Panel w/ i @d Pox [Gr III Species ]= Holddowns: [ S impson Str ongF -Tie Holdown] I Gr III Species Struts : [ Simpson Cnnctr I *- Exceeds m table value t s f Y AI.. .G-.Y C.T. -.i 1 n..L_ -n_.� -- . - ____ J L.'r [ 7/16" Wood Structural Panel w/ 10d Bo::] Shear Wall Edge Anchor Bottom Rim /Bik to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side) ] (in cc) (in cc) (in cc) (in cc) (Kif) 1 7/16" OSB(1) lod @ 6 5/8" @ 48 16d c? 5 A35 @24 w /12 -8d 0.23 1 2 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1 3 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 -8d 0.45 1,3,5 4 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 135@ 9 w /12 -8d 0.60 1 5 7/15" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 6 7/16" OSB(2) 10d @ 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 w12 -8d 1.20 1 -6 WcL11 INUUC�j J GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) cc along intermediate framing members. b) Block all panel edges with mini-mum 2;c ( 51mm) blocking. e) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 2 d- in ( 61omm) 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 plats attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls speci fically 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 X0.35 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 walls 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 U. vO CU J Co LL WO 95 U- cod z O- 2 :` U C3 O � o �. wW H U' H ui Z. U= O� z [ Holdown Schedule ] [ Gr J17 Species ] 1 [ Simpson Strong -Tie Holdown] [ Simpson 2004 Catalog ] Foundation Level HD Type I Stud rastner Anchor Cap # Type to Stud Bolt 11 Kips Detail Number 1 STHD8 (2) 2x (24) 16d - -- 2.37 Fastener 2 STED10 (2) 2x (28) 16d - -- 2 .99 to Stud 3 STHD14 (2) 2x (38) 16d - -- 4.43 (18)10d 4 PHD6 (2)2x (18)SDS3 7/8 "0 5.86 (18) 8d ea 5 PHD8 (2) 2x (24) SDS3 7/8 6.73 (18) 10d ea 6 HDQ8 4x (20)SDS3 7/8 "0 8.33 (28) 8d ea 7 HD10A 4x (4) 7/8 11 (P 7/8 "0 9.54 (56) 16d ea .8 HD14A 4x (4) 1" 1" 0 11.08 (42) 16d ea 9 HD15 6x (5) 1" 1 -1/4 "0 15.30 (46) 16d ea [ Holdown Schedule ] [ Gr III Species F ] [ Simpson Strong -Tie Holdown ] [ Simpson 2003 Catalog ] [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 3.5 ksi (17.3 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 holddewn : _2x &: 4.: (?, 8mm :. and 39mm _.) - - - #2 or better 6.;. ( , s0mm ) - - - #1 or bet ter fj The anchor type hciddowns at other jevelS shall have a oai_r, one above and one below. tied N., a threaded cd ?� a) Use 3T_TiDBRu =or _'ST-�D8 , S'_"uDI CJRu - f= _ , _ nd STHM14RJ cr S I y . - 'ci st3 ar= = -1sLa__-d. _ _ 6 T"_ T, r t S� I U - ^ ner .L � T ^f, :! =n_num ste*n .vas= tc be 5'' ' =or _- stcr�� bu= -dings 3" aide = :r �/ .:u..._u= .:i.:.ls mow. -- a Cl 5i._ : es H Z Z JU ' UO J � U. WO ULa U 0. = F.. W. 1-- O. Z I-- W O -, 0 F- W W. O. Z U= O ~. Z 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 - -- 2.01 3 (2) CS18 (36 (2) 2x (18) 10d ea - -- 2.54 4 (2) CS16 (48 (2) 2x (28) 8d ea - -- 3 .30 5 MST72 3x (56) 16d ea - -- 5.80 6 2)MST48 (2) 3x (42) 16d ea - -- 7.63 7 2) MST60 (2) 3x (46) 16d ea - -- 8.92 8 2)MST72 (2) 3x (56) 16d ea - -- 11.60 9 HD15 6x (5) 1 5/4"� 15.30 [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 3.5 ksi (17.3 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 holddewn : _2x &: 4.: (?, 8mm :. and 39mm _.) - - - #2 or better 6.;. ( , s0mm ) - - - #1 or bet ter fj The anchor type hciddowns at other jevelS shall have a oai_r, one above and one below. tied N., a threaded cd ?� a) Use 3T_TiDBRu =or _'ST-�D8 , S'_"uDI CJRu - f= _ , _ nd STHM14RJ cr S I y . - 'ci st3 ar= = -1sLa__-d. _ _ 6 T"_ T, r t S� I U - ^ ner .L � T ^f, :! =n_num ste*n .vas= tc be 5'' ' =or _- stcr�� bu= -dings 3" aide = :r �/ .:u..._u= .:i.:.ls mow. -- a Cl 5i._ : es H Z Z JU ' UO J � U. WO ULa U 0. = F.. W. 1-- O. Z I-- W O -, 0 F- W W. O. Z U= O ~. Z � p L ✓--Z NVit - -k j LVW . i/ W1 uL./ ..VWVU C Simpson Cnnctr ] Simpson 1996 Catalog ] DS Conn Drag Fastner Thru Cap I Note # Type Strut to Cnnctr Rod Kips No. A 24" -CS16 DBL TOP PL (22) -10d -- 1.65 1 B (2)24 -CS16 DBL TOP PL (22) -lod ea -- 3.30 1 C (3) 24" -CS16 4x 6 (22) -l0d ea -- 4.95 i D 155 CMST14 4x 6 (88) -10d -- 6.79 1 E 202 CMST12 4x 6 (118) -lod -- 9.64 1 F (2) -HD14A 4x 6 ea (4) - 1" 1" 0 11.08 2 G (2) -HD15 6x10 ea (5) - 1" 1 -1/4 15-30 2 H (4) -HD10A 6x10 ea W-7/8 7/8 19.80 2 I (4) -HD15 6x10 ea (5) - 1" 0 1 -1/4 30. 61 2 L 1J I. Wj 0 L. J- UL 1vuUC 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. Z = Z: mo w; Q 2 W D J U: `0 0 0 J 3: N LL. w 0 J U. a• = W Z 1 Z 0: UJ w ON off Lu ZU U- Z. co o - O Z z 0! C V) Lu, LLJ X, _J F- S2 LL. . 0, LL <1 co =) LU. Z ZRI ul o O- 0 H; 'W w U- ... Z' .. 0! OF Iz I Designs unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:37 File: 2002A2 Date : 05-26-2005 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story ----- Line Wall ---- ---- SW -- LtHD ---- RtHD ---- 2 2 1 2 3 1 2 3 2 2 1 1 1 1 3 1 4 1 4 2 ..*,Exceeds table capacity SW selection based on file: W7HF10BW.TBL None required HD selection based on file: HCWA.TBL 1. OCWA.TBL z 0! C V) Lu, LLJ X, _J F- S2 LL. . 0, LL <1 co =) LU. Z ZRI ul o O- 0 H; 'W w U- ... Z' .. 0! OF Iz I j T Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:37 File: 2002A2 Date : 05 -26 -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 B 1 1 - - 2 E 1 1 1 1 2 E 2 1 1 1' 2 E 3 1 1 1 2 E 4 1 1 1 1 A 1 1 - - 1. A 2 1 1 1 1 A 3 1 1 1 1 A 4 1 1 1 1 D 1 1 1 1 1 D 2 1 1 1 1 D 3 1 1 1 1 D 4 1 1 1 1 E 0 - - - * Exceeds table capacity SW selection based on file: W7HF10BW . TBL _None required HD selection based on file: HCWA.TBL OCWA.TBL Z Z W! J U. U o; W= N O. J. U. ca d' = z F . ZO. M =v U 93: _O CO) w w . � U: u.. ~O, 111 Z O Z Designs Unlimited WOODCAD QLAT (Pro V4.0) 'Time : 11:16:38 File: 2002A2 Date : 05 -26 -2005 Page: 1 of 7 SUMMARY SHEET SEISMIC DATA: Manual EPVRA = 0.33 EPA = 0.33 SHEG = I Seis Perf Cat = Soil Profile = S4 i Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.095 R X -Axis = 4.5 BSF X -Axis = 0.095 WIND DATA: Manual Wind Exposure = B i 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 - 16.8 2.2 3.5 17.7 2.3 0.0 8.0 - Story 2 --- - - - - -- -- 1 - 25.9 1.8 3.2 26.7 1.9 0.0 8.9 - Story 1 Base Total 4.1 6.7 4.2 0.0 i Z W U O CO C UJ CO) LL . w O. LL ¢ CO) d. � w z � w g D; O N O I—. w w LL _Z U co): O i s � A Designs Unlimited Y Y X Story 2 WOODCAD QLAT (Pro V4.0) 8.1 Time : 11:16:38 Line A 0.0 8.0 0.0 File: 2002A2 Wall 1 Date : 05 -26 -2005 7.5 Wall 2 0.0 Page: 2 of 7 Line B 1.0 0.0 INPUT DATA - Walls Wall 1 16.0 16.0 0.0 Line E Calc Plot 0.015 Wall Length Wall Lt Trib Rt 19.0 DiS Dis Dis Ht Shear Holddown DL Span Width Span 27.0 (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) 4.0 Line A 0.015 0.0 � _______ _____ ______ WALLS Parallel to Y- Axis =====_____ 0.0 0.0 7.5 Wall 2 0.0 0.0 18.0 X X Y 0.0 21.0 Wall 4 0.0 0.0 Story 2 9.0 3.0 3.0 0.015 Wall 1 30.0 22.0 Line 1 Wall 2 30.0 22.0 29.0 Wall 3 30.0 30.0 Wall 1 0.0 0.0 0.0 8.1 16.0 16.0 0.015 0.0 5.5 0.0 Line 2 Wall 1 15.0 15.0 26.0 8.1 14.0 14.0 0.015 0.0 5.5 0.0 Line 3 Wall 1 35.0 35.0 0.0 8.1 17.0 17.0 0.015 0.0 5.5 2.0 Wall 2 35.0 35.0 19.0 8.1 21.0 21.0 0.015 2.0 8.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 9.0 30.0 30.0 0.015 0.0 6.5 0.0 Line 2 Wall 1 15.0 15.0 26.0 9.0 18.0 18.0 0.015 0.0 8.0 0.0 Line 3 Wall 1 35.0 35.0 22.0 9.0 22.0 22.0 0.015 0.0 6.0 0.0 Line 4 Wall 1 40.0 40.0 0.0 9.0 5.5 5.5 0.015 0.0 7.0 5.0 Wall 2 40.0 40.0 10.5 9.0 5.5 5.5 0.015 5.0 7.0 0.0 WALLS Parallel to X -Axis 8.1 8.0 Y Y X Story 2 0.0 8.1 6.0 6.0 Line A 0.0 8.0 0.0 8.1 Wall 1 0.0 0.0 7.5 Wall 2 0.0 0.0 20.5 Line B 1.0 0.0 8.1 2.0 Wall 1 16.0 16.0 0.0 Line E 2.0 2.0 0.015 0.0 Wall 1 44.0 40.0 19.0 Wall 2 44.0 42.0 21.0 Wall 3 44.0 42.0 27.0 Wall 4 44.0 40.0 29.0 Story 1 8.0 0.0 9.0 4.0 Line A 0.015 0.0 8.0 0.0 Wall 1 0.0 0.0 7.5 Wall 2 0.0 0.0 18.0 Wall 3 0.0 0.0 21.0 Wall 4 0.0 0.0 36.0 Line D 9.0 3.0 3.0 0.015 Wall 1 30.0 22.0 22.0 Wall 2 30.0 22.0 29.0 Wall 3 30.0 30.0 0.0 Wall 4 30.0 30.0 8.0 8.1 8.0 8.0 0.015 0.0 8.0 0.0 8.1 6.0 6.0 0.015 0.0 8.0 0.0 8.1 10.5 10.5 0.015 0.0 8.0 0.0 8.1 2.0 2.0 0.015 0.0 1.0 0.0 8.1 2.0 2.0 0.015 0.0 1.0 0.0 8.1 2.0 2.0 0.015 0.0 1.0 0.0 8.1 2.0 2.0 0.015 0.0 1.0 0.0 9.0 6.0 6.0 0.015 0.0 8.0 0.0 9.01 4.5 4.5 0.015 0.0 8.0 0.0 9.0 4.0 4.0 0.015 0.0 8.0 0.0 9.0 4.0 4.0 0.015 0.0 8.0 0.0 9.0 5.0 5.0 0.015 0.0 1.0 0.0 9.0 6.0 6.0 0.015 0.0 1.0 0.0 9.0 3.0 3.0 0.015 0.0 1.0 0.0 9.0 3.0 3.0 0.015 0.0 1.0 0.0 i zz W 2 U 0 co ui J �- CO)u- WO u? cj)d =w zo Ul 5. U� O �. w W, U u- �. -O z UCO H = O F- z Designs unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:38 File: 2002A2 Date :'05-26-2005 Page: 3 of 7 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 X-Axis Y y x Line E .Wall 0 44.0 44.0 15.0 0.0 0.0 0.0 0.015 0.0 2.0 0.0 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:38 File: 2002A2 Date : 05-26-2005 Page: 4 of 7 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) LINES Parallel to Y-Axis Roof Level Lines 1 2 16.0 0.012 0.000 0.000 0.0 N 0.012 Lines 2 3 44.0 0.012 0.000 0.000 0.0 N 0.012 Level 1 Lines 1 2 30.0 0.012 0.000 0.000 0.0 N 0.012 Lines 2 3 44.0 0.012 0.000 0.000 0.0 N 0.012 Lines 3 4 30.0 0.012 0.000 0.000 0.0 N 0.012 LINES Parallel to X-Axis Roof Level Lines A B 35.0 0.012 0.000 0.000 0.0 N 0.012 Lines B E 20.0 0.012 0.000 0.000 15.0 N 0.012 Level 1 Lines A D 40.0 0.012 0.000 0.000 0.0 N 0.012 Lines D E 20.0 0.012 0.000 0.000 15.0 R 0.012 Z Z: Uj D 0 C CO) w CO) LL w 0 2 �. 9 Ei LL CO) 0 W Z � 0 - Z �-: W UJ' 2 5 DO O CO, LIJ Uj, LL w Z. L) CO), 0 Z M w � 2 U 00 N U) uj J 3: J H CO u- uj 0� u. CY uj : � z O-. uJ UJ 2 5 Da 0 CO . .0 F-. , w uj X u . U. 0 ui Z, L) CO3 Z, Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:38 File: 2002A2 Date : 05-26-2005 Page: 5 of 7 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns Seis Wind Seis Wind --- Lt Rt Left Rght (K) (K) (klf) (klf) W (K) (YI) (K) (K) WALLS Parallel to Y-Axis Story 2 Ln 1 0.3 0.7 Wall 1 0.018 0.047 0.5 0.0 0.0 Ln 2 1.1 1.7 Wall 1 0.080 0.125 0.6 1.3 0.0 0.1 0.1 Ln 3 0.8 1.0 Wall 1 0.022 0.026 0.5 0.0 0.0 Wall 2 0.022 0.026 0.4 0.0 0.0 Story I Ln 1 0.6 1.3 Wall 1 0.019 0.045 0,3 0.0 0.0 Ln. 2 1.9 3.1 Wall 1 0.107 0.175 0.5 1.0 0.0 0.3 0.2 Ln 3 1.4 2.0 Wall 1 0.066 0.091 0.4 0.5 0.0 Ln 4 0.1 0.2 Wall 1 0.009 0.018 1.6 0.0 0.0 wall 2 0.009 0.018 1.6 0.0 0.0 WALLS Parallel to X-Axis Story 2 Ln A 0.5 0.0 Wall 1 0.039 0.000 1.0 0.0 0.0 Wall 2 0.039 0.000 1.4 0.0 0.0 Ln B 1.2 0.0 Wall 1 0.112 0.000 0.8 0.0 1.0 Ln E 0.6 0.0 Wall 1 0.078 0.0 4.1* 0.0 0.0 0.5 0.5 Wall 2 0.078 0.000 4.1* 0.0 0.0 0.5 0.5 Wall 3 0.078 0.000 4.1* 0.0 0.0 0.5 0.5 Wall 4 0.078 0.000 4.1* 0.0 0.0 0.5 0.5 Story 1 Ln A 1.8 0.0 Wall 1 0.09'8 0.000 1.5 0.2 0.0 -- -- Wall 2 0.098 0.000 2.0 0.0 0.0 0.3 0.5 Wall 3 0,098 0.000 2.3 0.0 0.0 0.3 0.3 Wall 4 0.098 0.000 2.3 0.0 0.0 0.5 0.5 Ln D 2.4 0.0 Wall 1 0.141 0.000 1.8 1.1 0.8 1.0 1.0 Wall 2 0.141 0.000 1.5 1.0 0.7 0.9 0.9 Wall 3 0.141 0.000 3.0 1.6 1.9 1.1 1.1 Wall 4 0.141 0.000 3.0 1.7 2.0 1.1 1.1 Ln E 0.0 0.0 M w � 2 U 00 N U) uj J 3: J H CO u- uj 0� u. CY uj : � z O-. uJ UJ 2 5 Da 0 CO . .0 F-. , w uj X u . U. 0 ui Z, L) CO3 Z, -Z Z JLY. 0 0� (0) 0 CO) w W -J Co LL w 0 2 951 LL Co CY LU 0 z f- W 5 . O cn� W L a LL 0i ui Z, M Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:39 File: 2002A2 Date : 05-26-2005 Page: 6 of 7 OUTPUT DATA - Shear walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns Seis Wind Seis Wind --- Lt Rt Left Rght (K) (K) (klf) (klf) W (K) (YI) (K) (K) WALLS Parallel to X-Axis Wall 0 0.000 0.000 1.0 0.0 0.0 .S-Support required beneath holddown M-Manaul input of holddown -Z Z JLY. 0 0� (0) 0 CO) w W -J Co LL w 0 2 951 LL Co CY LU 0 z f- W 5 . O cn� W L a LL 0i ui Z, M Z r z w' V. U C 0 W = N LL w q LL = H- W Z� .z �- Lu �p O CO o ff wW LL � -6 LLI z U co H � z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:39 File: 2002A2 Date : 05 -26 -2005 Page: 7 of 7 ` 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 2 0.9 0.58 1.50 0.02 -0.02 0.05 -0.05 0.2 .50 Lines 2 3 0.5 1.66 2.00 0.02 -0.02 0.02 -0.02 0.1 .50 Level 1 Lines 1 2 0.5 0.59 1.20 0.01 -0.01 0.02 -0.02 0.1 .50 ? Lines 2 3 0.5 1.03 1.6'0 0.01 -0.01 0.02 -0.02 0.1 .50 Lines 3 4 0.2 0.20 0.40 0.00 -0.00 0.01 -0.01 0.0 .50 LINES Parallel to X -Axis Roof Level F Lines A B 0.5 1.'10 0.00 0.0'2 -0.02 0.00 0.00 0.1 .50 Lines B E 1.4 1.25 0.00 0.03 -0.03 0.00 0.00 0.2 .50 Level 1 Lines A D 0.8 1.43 0.00 0.03 -0.03 0.00 0.00 0.4 .53 Lines D E 0.7 0.43 0.00 0.05 0.00 0.00 0.00 0.7 .00 i i s r z w' V. U C 0 W = N LL w q LL = H- W Z� .z �- Lu �p O CO o ff wW LL � -6 LLI z U co H � z i r Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:39 File: 2002A2 I Date : 05 -26 -2005 Page: 1 Detailed Calculations WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 8.1 SW Len 16.0 HD Len 16.0 Wt 0.015 Seismic Wind Wall Force: 0.288 0.750 OTM 3.079 6.075 Uniform DL: 0.066 0.066 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 I Max Down LT -0.192 RT -0.192 LT -0.380 RT -0.380 Res Moment: LT 20.400 RT 20.400 LT 16.080 RT 16.080 Holddown LT -1.083 RT -1.083 LT -0.625 RT -0.625 Story 2 Line 2 Wall 1 Height 8.1 SW Len 14.0 HD Len 14.0 Wt 0.015 Seismic Wind Wall Force: 1.119 1.750 OTM 9.720 14.175 Uniform DL: 0.066 0.066 j Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.694 RT -0.694 LT -1.012 RT -1.012 Res Moment: LT 15.619 RT 15.619 LT 12.311 RT 12.311 Holddown i LT -0.421 RT -0.421 LT 0.133 RT 0.133 Story 2 Line 3 Wall 1 Height 8.1 SW Len 17.0 HD Len 17.0 Wt 0.015 Seismic Wind Wall Force: 0.372 0.447 OTM 3.808 3.624 ? Uniform DL: 0.066 0.066 Header DL LT 0.000 RT '0.06'6 LT 0.000 RT 0.066 Max Down LT -0.224 RT -0.290 LT -0.213 RT -0.279 Res Moment: LT 23.030 RT 23.983 LT 18.153 RT 18.905 Holddown i LT -1.131 RT -1.187 LT -0.855 RT -0.899 Story 2 Line 3 Wall 2 Height 8.1 SW Len 21.0 HD Len 21.0 Wt 0.015 Seismic Wind Wall Force: 0.459 0 . 553 OTM 4.703 4.476 Uniform DL: 0.096 0.096 Header DL : LT 0.096 RT 0.000 LT 0.096 RT 0.000 Max Down LT -0.320 RT -0.224 LT -0.309 RT -0.213 Res Moment: LT 42.479 RT 40.765 LT 33.483 RT 32.132 Holddown LT -1.799 RT -1.717 LT -1.381 RT -1.317 Story 1 Line 1 Wall 1 Height 9.0 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind Wall Force: 0.584 1.350 OTM 6.987 12.150 Uniform DL: 0.078 0.078 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.233 RT -0.233 LT -0.405 RT -0.405 Res Moment: LT 81.473 RT 81.473 LT 64.219 RT 64.219 Holddown LT -2.483 RT -2.483 LT -1.736 RT -1.736 z �Z '~ w �U 00 CO J N U w 0 �: U- ?. N =w Z� z� W U� 0� o E- ww U' u~_. ~O Lll z CO) O z z W � u� D 00 W = H CO W w 0 J. u.j N = w z �. . Z 0 w �. U� CO ~ F- tL O . .. z: W U= O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:40 File: 2002A2 Date : 05 -26 -2005 Page: 2 WALLS Parallel to Y -Axis Story 1 Line 2 Wall 1 Height 9.0 SW Len 18.0 HD Len 18.0 Wt 0.015 Seismic Wind Wall Force: 1.928 3.150 OTM 18.392 28.350 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.022 RT -1.022 LT -1.575 RT -1.575 Res Moment: LT 31.809 RT 31.809 LT 25.073 RT 25.073 Holddown LT -0.745 RT -0.745 LT 0.182 RT 0.182 Story 1 Line 3 Wall 1 Height 9.0 SW Len 22.0 HD Len 22.0 Wt 0.015 Seismic Wind Wall Force: 1.443 2.000 OTM 14.256 18.000 Uniform DL: 0.072 0.072 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.648 RT -0.648 LT -0.818 RT -0.818 Res Moment: LT 42.580 RT 42.580 LT 33.563 RT 33.563 Holddown 'LT - 1.2'87 RT -1.287 LT -0.707 RT -0.707 Story 1 Line 4 Wall 1 Height 9.0 SW Len 5.5 HD Len 5.5 Wt 0.015 Seismic wind Wall Force: 0.049 0.100 OTM 0.762 0.900 Uniform DL: 0.084 0.084 Header DL : LT 0 .'0*0 0 RT 0.210 LT 0.000 RT 0.210 Max Down LT -0.138 RT -0.348 LT -0.164 RT -0.374 Res Moment: LT 2.816 RT 3.797 LT 2.219 RT 2.993 Holddown LT -0.373 RT -0.552 LT -0.240 RT -0.381 Story 1 Line 4 Wall 2 Height 9.0 SW Len 5.5 HD Len 5.5 Wt 0.015 Seismic Wind Wall Force: 0.049 '0.100 OTM 0.762 0.900 Uniform DL: 0.084 0.084 Header DL : LT 0.210 RT 0.000 LT 0.210 RT 0.000 Max Down LT -0.348 RT -0.138 LT -0.374 RT -0.164 Res Moment: LT 3.797 RT 2.816 LT 2.993 RT 2.219 Holddown LT -0.552 RT -0.373 LT -0.381 RT -0.240 z W � u� D 00 W = H CO W w 0 J. u.j N = w z �. . Z 0 w �. U� CO ~ F- tL O . .. z: W U= O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:40 File: 2002A2 Date : 05 -26 -2005 Page: 3 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 0.313 0.000 OTM 2.912 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.364 RT -0.364 LT 0.000 RT 0.000 Res Moment: LT 5.916 RT 5.916 LT 4.663 RT 4.663 Holddown LT - 0.376 RT -0.376 LT -0.583 RT -0.583 Story 2 Line A Wall 2 Height 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.235 0.000 OTM 2.184 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.0'00 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.364 RT -0.364 LT 0.000 RT 0.000 Res Moment: LT 3.328 RT 3.328 LT 2.623 RT 2.623 Holddown LT -0.191 RT -0.191 LT -0.437 RT -0.437 Story 2 Line B Wall 1 Height 8.1 SW Len 10.5 HD Len 10.5 Wt 0.015 Seismic Wind Wall Force: 1.173 0.000 OTM 9.994 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.952 RT -0.952 LT 0.000 RT 0.000 Res Moment: LT 10.191 RT 10.191 LT 8.033 RT 8.033 Holddown LT -0.019 RT -0.019 LT -0.765 RT -0.765 Story 2 Line E Wall 1 Height 8.1 SW Len 2.0 HD Len 2.0 Wt 0.015 Seismic Wind Wall Force: 0.156 0.000 OTM 1.359 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.679 RT -0.679 LT 0.000 RT 0.000 Res Moment: LT 0.227 RT 0.227 LT 0.179 RT 0.179 Holddown LT 0.566 RT 0.566 LT -0.089 RT -0.089 Story 2 Line E Wall 2 Height 8.1 SW Len 2.0 HD Len 2.0 Wt 0.015 Seismic Wind Wall Force: 0.156 0.000 OTM 1.359 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.679 RT -0.679 LT 0.000 RT 0.000 Res Moment: LT 0.227 RT 0.227 LT 0.179 RT 0.179 Holddown LT 0.566 RT 0.566 LT -0.089 RT -0.089 z �Z �w 6:3 . UO CI) 0 CO ui J x F- u. W O J u. ¢. Ca = w ? F- z Off. uJ5 U0 O � 0 F- wW �O w z CO) O z i l i ! Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:40 File: 2002A2 l Date : 05 -26 -2005 Page: 4 WALLS Parallel to i X- Axis__________________ _____ `_________________________ Story 2 Line E Wall 3 Height 8.1 SW Len 2.0 HD Len 2.0 Wt 0.015 Seismic Wind Wall Force: 0.156 0.000 OTM 1.359 0.000 r Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.679 RT -0.679 LT 0.000 RT 0.000 Res Moment: LT 0.227 RT 0.227 LT 0.179 RT 0.179 a Holddown LT 0.566 RT 0.566 LT -0.089 RT -0.089 t Story 2 Line E Wall 4 Height 8.1 SW Len 2.0 HD Len 2.0 Wt 0.015 Seismic Wind Wall Force: 0.156 0.000 I OTM 1.359 0.000 Uniform DL: 0.012 0.012 Header DL : LT '0.000 RT 0. 0 0 LT 0.000 RT 0.000 Max Down LT -0.679 RT -0.679 LT 0.000 RT 0.000 i Res Moment: LT 0.227 RT 0.227 LT 0.179 RT 0.179 Holddown LT 0.566 RT 0.566 LT -0.089 RT -0.089 Story 1 Line A Wall 1 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force : 0 .5'8'8 0.000 OTM 5.636 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.939 RT -0.939 LT 0.000 RT 0.000 Res Moment: LT 3.534 RT 3.534 LT 2.786 RT 2.786 Holddown LT 0.350 RT 0.3'50 LT -0.464 RT -0.464 Story 1 Line A Wall 2 Height 9.0 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.441 0.000 OTM 4.227 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.939 RT -0.939 LT 0.000 RT 0.000 Res Moment: LT 1.988 RT 1.988 LT 1.567 RT 1.567 Holddown LT 0.498 RT 0.498 LT -0.348 RT -0.348 Story 1 Line A Wall 3 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.392 0.000 OTM 3.757 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.939 RT -0.939 LT 0.000 RT 0.000 Res Moment: LT 1.571 RT 1.571 LT 1.238 RT 1.238 Holddown LT 0.547 RT 0.547 LT -0.310 RT -0.310 1 z �w �U 0 U) a J = H u W O LPL u- ?. � �w ? I-, . zo w �o o CO o � w uj u- O z, U= ~O E- z z z z �w UO U) o CO J F- CO w .w O J u- ?. �w 1--0 Z F-. 2 5 D O V W W T- F- . w - O: ui z U= z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:40 File: 2002A2 Date : 05-26 -2005 Page: 5 WALLS Parallel to X -Axis ------------------------------- Story 1 Line A Wall 4 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.392 0.000 OTM 3.757 0.000 Uniform DL: 0.096 0.096 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.939 RT -0.939 LT 0.000 RT 0.000 Res Moment: LT 1.571 RT 1.571 LT 1.238 RT 1.238 Holddown LT 0.547 RT 0.547 LT -0.310 RT -0.310 Story 1 Line D Wall 1 Height 9.0 SW Len 5.0 HD Len 5.0 Wt 0.015 Seismic Wind Wall Force: 0.706 0.000 OTM 6.643 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.329 RT -1.329 LT 0.000 RT 0.000 Res Moment: LT 1.562 RT 1.562 LT 1.231 RT 1.231 Holddown LT 1.016 RT 1.016 LT -0.246 RT -0.246 Story 1 Line D Wall 2 Height 9.0 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 0.847 0.000 OTM 7.972 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.329 RT -1.329 LT 0.000 RT 0.000 Res Moment: LT 2.249 RT 2.249 LT 1.773 RT 1.773 Holddown LT 0.954 RT 0.954 LT -0.295 RT - 0.2'95 Story 1 Line D Wall 3 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.424 0.000 OTM 3.986 0.000 Uniform DL: 0.012 0 .012 Header DL : LT '0.0*00 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.329 RT -1.329 LT 0.000 RT 0.000 Res Moment: LT 0.562 RT 0.562 LT 0.443 RT 0.443 Holddown LT 1.141 RT 1.141 LT -0.148 RT -0.148 Story 1 Line D Wall 4 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.424 0.000 OTM 3.986 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.329 RT -1.329 LT 0.000 RT 0.000 Res Moment: LT 0.562 RT 0.562 LT 0.443 RT 0.443 Holddown LT 1.141 RT 1.141 LT -0.148 RT -0.148 z z z �w UO U) o CO J F- CO w .w O J u- ?. �w 1--0 Z F-. 2 5 D O V W W T- F- . w - O: ui z U= z ..c , at Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:40 File: 2002A2 Date : 05 -26 -2005 Page: 6 WALLS Parallel to X -Axis Story 1 Line E Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.024 0.024 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Z Z` w u� = U O w =; J F.. LLi w O J, u- Q. mow Z� ' f- O 0 Z W U� ;O CO W = W .• Z U CO) O F- .Z { Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:41 File: 2002A2 Date : 05 -26 -2005 Page: 1 - SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL a Walls Parallel to X axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 2 B 2 20.50 6.00 0.90 0.00 .1 B 1 i f j j" i " i i � i 22.00 6.00 3.87 0.00 1 i Designs unlimited WOODCAD QLAT (Pro V4.0) Time : 11:16:41 File: 2002A2 Date : 05-26-2005 Page: 2 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 ------- 2 B 2 26.50 6.00 0.90 0.00 B 1 30.50 6.00 3.29 0.00 1 i � ESIGNS CUSTOM STOCK PLANS FILE Copy r Gravity Load Analysis REVIEWED FOR CODE COMPLIANCE PLAN-2002A/22 Beam Calculations using Beam Chek 2.4 Software and /or TJBeam 6.10 Software 05/31/05 AUG 162005 vo lT�� it ; T � �� tW il� " � VT8 -toN C OF WRA JUL - 6 2005 PERMIT CENTER 19613.81 st Ave S • Suite F • Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 ■ Email: designstudio9designsun limited. com ■ Z W, UO ND w= Via =w r z � �O z E- �D U N; ,0- . D I- :w w. Z O Z Registration # 8101-1456 2002A/2 BM -01 ROOF /HALL Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 6x 6 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 2.0 in' R2= 2.0 in DL Defl 0.02 in Beam Span Data Reaction 1 818 # Reaction 1 LL 500 # 5 7.35 # Reaction 2 Attributes Bm Wt included Actual Maximum V Critical Max Moment Status Max V (Reduced) Ratio I L/240 i Values LL Max Defl Adjustments 1 , i i -, L/>1000 4 I Loads i � - C Beam Span 5.0 ft Reaction 1 818 # Reaction 1 LL 500 # Beam Wt per ft 7.35 # Reaction 2 818 # Reaction 2 LL 500 # Bm Wt included 37 # Maximum V 818 # Max Moment 1023'# Max V (Reduced) 668 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 27.73 23.38 30.25 14.32 0.05 0.25 0.03 0.17 OK OK OK OK 84% 47% 22% 20% Uniform TL: 320 =A Uniform LL: 200 R1 = 818 i SPAN = 5 FT Uniform and partial uniform loads are ibs per lineal ft. = 818 Z Q . Z W J U: U OD` C W= J CO LL W 95 U- Q �d = W Z f.. O Z 1-- D 0. ,O cn WW H U- LL ~O til Z U N z Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Base Values 525 70 1.1 405 Base Adjusted 525 70 1.1 405 CF Size Factor 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 320 =A Uniform LL: 200 R1 = 818 i SPAN = 5 FT Uniform and partial uniform loads are ibs per lineal ft. = 818 Z Q . Z W J U: U OD` C W= J CO LL W 95 U- Q �d = W Z f.. O Z 1-- D 0. ,O cn WW H U- LL ~O til Z U N z � 1 Registration # 8101 -1456 2002Al2 BM -02 ROOF /HALL Prepared by: VIER Date: 8/30/03 BeamChek 2.3 Choice 4x 4 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Are R1= 1.7 in R2= 1.7 in DL Defl 0.03 in Data Beam Span 3.5 ft Reaction 1 705 # Reaction 1 LL 438 # Beam Wt per ft 2.98 # Reaction 2 705 # Reaction 2 LL 438 # Bm Wt Included 10# Maximum V 705 # Max Moment 617'# Max V (Reduced) 588 # TL Max Defl L / 240 TL Actual Defl L / 503 LL Max Defl L 1360 LL Actual Defl L / 810 Section (in 3) Shear (ins) TL Defl (in) LL Defl 7.15 12.25 0.08 0.05 5.81 11.75 0.17 0.12 OK OK OK OK 81% 96% 48% 44% Uniform TL: 400 =A Uniform LL: 250 R1 = 705 R2 = 705 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. F t I i i r Z a: 2 WD U O` N 0 J � U. W O}}. J : U. Q. CO) D . = a, �... W Z �..; F- O Z f- CO O -- 0 w H ILY LL O. til Z U= O Z Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 850 75 1.3 405 Base Adjusted 1275 75 1.3 405 CF Size Factor 1.500 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: 400 =A Uniform LL: 250 R1 = 705 R2 = 705 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. F t I i i r Z a: 2 WD U O` N 0 J � U. W O}}. J : U. Q. CO) D . = a, �... W Z �..; F- O Z f- CO O -- 0 w H ILY LL O. til Z U= O Z } i I ti Registration # 8101 -1456 2002A/2 BM -03 GARAGE DOOR Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 5 -1/8x 13 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 3.3 in R2= 3.3 in' DL Defl 0.22 in Suggested Camber 0.33 in Data Beam Span 16.5 ft Reaction 1 2159 # Reaction 1 LL 413 # Beam Wt per ft 16.81 # Reaction 2 2159 # Reaction 2 LL 413 # Bm Wt Included 277 # Maximum V 2159 # Max Moment 8817'# Max V (Reduced) 1960 # TL Max Defl L / 240 TL Actual Defl L / 746 LL Max Defl L/ 360 LL Actual Defl L/>1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 155.67 69.19 0.27 0.04 44.09 15.47 0.82 0.55 OK OK OK OK 28% 22% 32% 8% Uniform TL: 160 = A Uniform LL: 50 Point TL Distance B = 700 4.0 C = 700 12.5 R2 = 2159 SPAN =16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb si Fv si E (psi x mil Fc i (psi Base Values 2400 190 1.8 650 Base Adjusted 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 Uniform TL: 160 = A Uniform LL: 50 Point TL Distance B = 700 4.0 C = 700 12.5 R2 = 2159 SPAN =16.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101 -1456 2002A/2 BM -04 GARAGE Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice (2) 2x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.7 in R2= 1.1 in DL Defl 0.08 in Data Beam Span 12.0 ft Reaction 1 700 # Reaction 1 LL 390 # Beam Wt per ft 6.74 # Reaction 2 460 # Reaction 2 LL 290 # Bm Wt Included 81 # Maximum V 700 # Max Moment 1882'# Max V (Reduced) 657 # TL Max Defl L/240 TL Actual Defl L / 789 LL Max Defl L/360 LL Actual Defl L / >1000 Section (W) Shear (in 2 ) TL Defl (in) LL Defl 42.78 27.75 0.18 0.11 24.15 13.13 0.60 0.40 OK OK OK OK 56% 47% 30% 26% Uniform TL: 50 = A Uniform LL: 40 Par Unif LL Par Unif TL Start End 100 H = 240 2.0 4.0 R1 = 700 R2 = 460 SPAN =12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �W V_ 00 , N 0' W =' J CO u_ W O U- CO) = C3 �W Z F- , tr O Z I`. W U CO) O N. WW H U LL ~ O , .. Z W O Z Fb (p Fv (p E (psi x mil Fc I (psi Base Values 850 75 1.3 405 Base Adjusted 935 75 1.3 405 CF Size Factor 1.100 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: 50 = A Uniform LL: 40 Par Unif LL Par Unif TL Start End 100 H = 240 2.0 4.0 R1 = 700 R2 = 460 SPAN =12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �W V_ 00 , N 0' W =' J CO u_ W O U- CO) = C3 �W Z F- , tr O Z I`. W U CO) O N. WW H U LL ~ O , .. Z W O Z Registration # 8101 -1456 2002A/2 BM -05 GARAGE Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 6 -314x 19 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 8.1 in R2= 8.1 in DL Defl 0.09 in Suggested Camber 0.14 in Data Beam Span 20.0 ft Reaction 1 5268 # Reaction 1 LL 3600 # Beam Wt per ft 31.98 # Reaction 2 5291 # Reaction 2 LL 3600 # Bm Wt Included 640 # Maximum V 5291 # Max Moment 26744'# Max V (Reduced) 4508 # TL Max Defl L/240 TL Actual Defl L / 900 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 427.78 131.63 0.27 0.17 143.59 35.59 1.00 0.67 OK OK OK OK 34% 27% 27% 26% Uniform TL: 450 =A Uniform LL: 360 Point TL Distance B = 460 6.0 C = 460 14.5 Pt load: i i R1 = 5268 1 Z = Z W WI W D O. N O, W =' J � CO) u_ WO. 2 �. LL Q = d �W Z �_.. O. W H 5 U � O N. 0 H. W W: H V' u. 0 111 z U =: 0~ Z R2 = 5291 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (p Fv (p E (psi x mil Fc! (p Base Values 2400 190 1.8 650 Base Adjusted 2235 190 1.8 650 Cv Volume 0.931 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: 450 =A Uniform LL: 360 Point TL Distance B = 460 6.0 C = 460 14.5 Pt load: i i R1 = 5268 1 Z = Z W WI W D O. N O, W =' J � CO) u_ WO. 2 �. LL Q = d �W Z �_.. O. W H 5 U � O N. 0 H. W W: H V' u. 0 111 z U =: 0~ Z R2 = 5291 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101-1456 2002A/2 BM -06 GARAGE Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 4x 4 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.5 in R2= 1.5 1n DL Defl <0.01 in. Data Beam Span 3.0 ft Reaction 1 604 # Reaction 1 LL 480 # Beam Wt per ft 2.98 # Reaction 2 604 # Reaction 2 LL 480 # Bm Wt Included 9# Maximum V 604 # Max Moment 453'# Max V (Reduced) 487 # TL Max Defl L/240 TL Actual Defl L / 798 LL Max Defl L / 3 60 LL Actual Defl L / > 1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 7.15 12.25 0.05 0.04 4.27 9.74 0.15 0.10 OK OK OK OK 60% 79% 30% 36% Uniform TL: 400 =A Uniform LL: 320 Z i QY W! W � UO: U � J =� F- W }} �J LL Q CO) d: H W: Z � Z F-- W W U CO: :O — 3 .W W; H V, IL O. Z U co):; O Fb (p Fv (psi) E (psi x mil Fc i (p Base Values 850 75 1.3 405 Base Adjusted 1275 75 1.3 405 CF Size Factor 1.500 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: 400 =A Uniform LL: 320 Z i QY W! W � UO: U � J =� F- W }} �J LL Q CO) d: H W: Z � Z F-- W W U CO: :O — 3 .W W; H V, IL O. Z U co):; O Z R2 = 604 SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101 -1456 2002Al2 BM -08 FAMILY Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 5 -118x 15 GLB 24F V4 DFIDF Lu = 0.0 Ft Conditions Min Bearing Area R1= 6.8 in R2= 6.8 in DL Defl 0.15 in Suggested Camber 0.22 in Data Beam Span 16.0 ft Reaction 1 4389 # Reaction 1 LL 2320 # Beam Wt per ft 18.68 # Reaction 2 4389 # Reaction 2 LL 2320 # Bm Wt Included 299 # Maximum V 4389 # Max Moment 17558'# Max V (Reduced) 3704 # TL Max Defl L/240 TL Actual Defl L /.617 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 192.19 76.88 0.31 0.16 87.79 29.24 0.80 0.53 OK OK OK OK 46% 38% 39% 31% Uniform TL: 530 = A Uniform LL: 290 R1 = 4389 R2 = 4389 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. Z QQ � UO N O W= CO) LL : WO 9 : LL ?, N D Z H W W. 5. U� W W = U� 160 , W F= _ 0 f" .Z Fb (psi) Fv (psi) E (psi x mil Fc! (psi Base Values 2400 190 1.8 650 Base Adjusted 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 Uniform TL: 530 = A Uniform LL: 290 R1 = 4389 R2 = 4389 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. Z QQ � UO N O W= CO) LL : WO 9 : LL ?, N D Z H W W. 5. U� W W = U� 160 , W F= _ 0 f" .Z j S I i Registration # 8101-1456 t 2002A/2 BM -09 HALL Prepared by: VER Date: 8/30/03 BeamChek 2.3 i Choice 4x 6 HF #2 Lu = 0.0 Ft i Conditions NDS '91 Min Bearing Area R1= 2.7 inz R2= 2.7 inz DL Defl 0.03 in Section (in -) Shear (in z) TL Defl (in) LL Defl 17.65 19.25 0.10 0.07 14.92 17.95 0.25 0.17 OK OK OK OK 85% 93% 39% 43% Uniform TL: 435 =A Uniform LL: 320 R1 =1099 R2 =1099 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. j ZZ i S Z Q � W WD J U: UO CO LU N O: J ~. CO u.. WO Ei u_ N d' = W Z �. � 0 , Z !- W U O C& D F- W Uj —O Z O ~. Z t si Fv si E (psi x mil Fc i (p Base Values 850 75 1.3 405 Base Adjusted 1105 75 1.3 405 CF Size Factor 1.300 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: 435 =A Uniform LL: 320 R1 =1099 R2 =1099 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. j ZZ i S Z Q � W WD J U: UO CO LU N O: J ~. CO u.. WO Ei u_ N d' = W Z �. � 0 , Z !- W U O C& D F- W Uj —O Z O ~. Z I Registration # 8101-1456 2002A/2 BM-10 LIVING /DINING Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 5 -1 /8x 13 -112 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 6.1 in R2= 5.6 1n DL Defl 0.14 in Suggested Camber 0.21 in Data Beam Span 15.0 ft Reaction 1 3934 # Reaction 1 LL 2400 # Beam Wt per ft 16.81 # Reaction 2 3661 # Reaction 2 LL 2400 # Bm Wt Included 252 # Maximum V 3934 # Max Moment 14838'# Max V (Reduced) 3426 # TL Max Defl L / 240 TL Actual Defl L/546 LL Max Defl L / 360 LL Actual Defl L/936 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 155.67 69.19 0.33 0.19 74.19 27.04 0.75 0.50 OK OK OK OK 48% 39% 44% 38% Uniform TL: 435 = A Uniform LL: 320 Point TL Distance B = 818 5.0 R1 = 3934 t Z = Z Q� 2 W D JU U O_ Cl) W = J H, W O: LL CO D UJ = d. ? H � w 5: �p O H W W u. O tl! Z. U� O ~' Z R2 = 3661 SPAN =15 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (p Fv (psi) E (psi x mil Fc (psi Base Values 2400 190 1.8 650 Base Adjusted 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 Uniform TL: 435 = A Uniform LL: 320 Point TL Distance B = 818 5.0 R1 = 3934 t Z = Z Q� 2 W D JU U O_ Cl) W = J H, W O: LL CO D UJ = d. ? H � w 5: �p O H W W u. O tl! Z. U� O ~' Z R2 = 3661 SPAN =15 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101-1456 2002A/2 BM -11 GARAGE Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 4x 6 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.2 in' R2= 2.2 in' DL Defl 0.02 in Data Uniform TL: 350 =A Uniform LL: 280 Uniform Load A R1 = 887 R2 = 887 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Beam Span 5.0 ft Reaction 1 887 # Reaction 1 LL 700 # Beam Wt per ft 4.68 # Reaction 2 887 # Reaction 2 LL 700 # Bm Wt Included 23 # Maximum V 887 # Max Moment 1108'# Max V (Reduced) 724# TL Max Defl L / 240 TL Actual DO L / 760 LL M ax D L / 3 60 LL Act Defl L/963 Section (in') Shear (inz) TL Defl (in) LL Defl 17.65 19.25 0.08 0.06 12.04 14.48 0.25 0.17 OK OK OK OK 68% 75% 32% 37% Z F Z . �W Q � v o N 0; W = J F.. N LL . WO E LL Q �LU Z H- O Z I-- � O O N; . D F-- W W: U- 0 . Z LLl U= ON Z Fb (psi) Fv (psi) E (psi x mil Fc i (p Base Values 850 75 1.3 405 Base Adjusted 1105 75 1.3 405 CF Size Factor 1.300 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Z F Z . �W Q � v o N 0; W = J F.. N LL . WO E LL Q �LU Z H- O Z I-- � O O N; . D F-- W W: U- 0 . Z LLl U= ON Z Beam Span 5.5 ft Reaction 1 1113 # Reaction 1 LL 880 # Beam Wt per ft 4.68 # Reaction 2 1113# Reaction 2 LL 880 # Bm Wt Included 26 # Maximum V 1113# Max Moment 1530'# Max V (Reduced) 927 # TL Max Defl L / 240 TL Actual Defl L/501 LL Max Defl 1-1 LL Actual Defl L/633 Section (in') Shear (W) TL Defl (in) LL Defl 17.65 19.25 0.13 0.10 16.62 18.55 0.28 0.18 OK OK OK OK 94% 96% 48% 57% Uniform TL: 400 = A Uniform LL: 320 FW R2 = 1113 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101 -1456 2002A/2 BM -12 DINING Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 4x 6 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.7 in R2= 2.7 in' DL Defl 0.03 in Data ZZ Z. W 0O N W= CO W W O: J' u_ Cj) f� = W fr = O Z F- W �O O N. 0 F+ WW H U. O .. Z W CO) U- 1= � O Z ro (psi) Fv si t (p si x mil Fc! (p Base Values 850 75 1.3 405 Base Adjusted 1105 75 1.3 405 CF Size Factor 1.300 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: 400 = A Uniform LL: 320 FW R2 = 1113 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Registration # 8101 -1456 2002A/2 BM -12 DINING Prepared by: VER Date: 8/30/03 BeamChek 2.3 Choice 4x 6 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.7 in R2= 2.7 in' DL Defl 0.03 in Data ZZ Z. W 0O N W= CO W W O: J' u_ Cj) f� = W fr = O Z F- W �O O N. 0 F+ WW H U. O .. Z W CO) U- 1= � O Z i i 4 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 Data PLAN 2002A/2 FAMILY WIN. HDR. BM -13 Prepared by: TH Date: 10/09/03 Selection f 3 -1 /8x 13 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 7.6 in R2= 5.2 in DI-Defl 0.10 in Suggested Ca mber 0.15 in Beam Span 8.5 ft Reaction 1 LL 957 # Reaction 2 LL 1446 # Beam Wt per ft 10.25 # Reaction 1 TL 4919 # Reaction 2 TL 3374 # Bm Wt Included 87 # Maximum V 4919 # Max Moment 9849'# Max V (Reduced) 4840 # TL Max Defl L/240 TL Actual Defl L / 792 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adjustments Section (in 3) Shear (in z) TL Defl (in) LL Defl 94.92 42.19 0.13 0.03 49.24 38.21 0.43 0.28 OK OK OK OK 52% 91% 30% 11% Uniform LL: 38 Uniform TL: 60 =A Point TL Distance Par Unif LL Par Unif TL Start End B = 4389 2.0 H = 80 2.0 8.5 C = 187 5.25 320 1 = 400 2.0 8.5 Pt load; R1 = 4919 R2 = 3374 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. t Z W, J V UO W = J � CO u- W O` U- Q (n a: Z H O W t- W O N. W W !6O Z W N U X: O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 2400 190 1.8 650 Base Adjusted 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 Uniform LL: 38 Uniform TL: 60 =A Point TL Distance Par Unif LL Par Unif TL Start End B = 4389 2.0 H = 80 2.0 8.5 C = 187 5.25 320 1 = 400 2.0 8.5 Pt load; R1 = 4919 R2 = 3374 SPAN = 8.5 FT Uniform and partial uniform loads are Ibs per lineal ft. t Z W, J V UO W = J � CO u- W O` U- Q (n a: Z H O W t- W O N. W W !6O Z W N U X: O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2002A/2 BM -14 ROOF OVER ENTRY BM. Prepared by: TH Date: 11/13/03 Selection 4x 4 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.8 in R2= 0.8 in DL Defl 0.03 in Data Beam Span 4.5 ft Reaction 1 LL 198 # Reaction 2 LL 198 # Beam Wt per ft 2.98 # Reaction 1 TL 322 # Reaction 2 TL 322 # Bm Wt Included 13 # Maximum V 322 # Max Moment 362'# Max V (Reduced) 280 # TL Max Defl L / 240 TL Actual Defl L/667 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (inz) TL Defl (in) LL Defl 7.15 12.25 0.08 0.05 3.41 5.60 0.23 0.15 OK OK OK OK 48% 46% 36% 33% Uniform LL: 88 Uniform TL: 140 = A R1 = 322 R2 = 322 ' SPAN = 4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. s . Z Z. � ¢ W W � 0 N 0 UJ J CO) LL. WO U . Co d. = W HO Z F—` W �p �O N, W W. H C.): ti O . ttl Z. CO O Z Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1275 75 1.3 405 CF Size Factor 1.500 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 LL: 88 Uniform TL: 140 = A R1 = 322 R2 = 322 ' SPAN = 4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. s . Z Z. � ¢ W W � 0 N 0 UJ J CO) LL. WO U . Co d. = W HO Z F—` W �p �O N, W W. H C.): ti O . ttl Z. CO O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2002A/2 BM -15 PORCH BM. (LEFT SIDE) Prepared by: TH Date: 11/13/03 Selection 4x 6 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.1 in R2= 1.7 in DL Defl 0.03 in Data Beam Span 4.25 ft Reaction 1 LL 372 # Reaction 2 LL 372 # Beam Wt per ft 4.68 # Reaction 1 TL 836 # Reaction 2 TL 696 # Bm Wt Included 20 # Maximum V 836 # Max Moment 851'# Max V (Reduced) 706 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in 3) Shear (in TL Defl (in) LL Defl 17.65 19.25 0.05 0.02 9.24 14.11 0.21 0.14 OK OK OK OK 52% 73% 22% 14% Uniform LL: 175 Uniform TL: 280 =A Point TL Distance B = 322 1.2 Pt load: R1 = 836 t Z Z, W, v O: W =. J � Co u.. WO U- Cl) CY, F W Z �.. Z O W W Dp W W' H C.)` LL LLi Z U= O Z R2 = 696 SPAN = 4.25 FT Uniform and partial uniform loads are Ibs per lineal ft. ro (psi) ry (psi) t (psi x m1l) r �PS Base Values 850 75 1.3 405 Base Adjusted 1105 75 1.3 405 CF Size Factor 1.300 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 LL: 175 Uniform TL: 280 =A Point TL Distance B = 322 1.2 Pt load: R1 = 836 t Z Z, W, v O: W =. J � Co u.. WO U- Cl) CY, F W Z �.. Z O W W Dp W W' H C.)` LL LLi Z U= O Z R2 = 696 SPAN = 4.25 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101-1456 PLAN 2002A/2 BM-16 PORCH BM. (RIGHT SIDE) Prepared by: TH Date: 11/13/03 Selection F4x 4 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.5 in' R2= 1.5 in 2 DL Defl 0.05 in Data Beam Span 4.25 ft Reaction I LL 372 # Reaction 2 LL 3211 Beam Wt per ft 2.98 # Reaction 1 TL 601 # Reaction 2 TL 601 # Bm Wt Included 13 # Maximum V 601 # Max Moment 639W Max V (Reduced) 519 # TL Max Defl L / 240 TL Actual Defl L / 400 LL Max Defl L 1360 LL Actual Defl L 1646 Section (in-) Shear (W) TL Defl (in) LL Defl 7.15 12.25 0.13 0.08 6.01 10.38 0.21 0.14 OK OK OK OK 84% 85% 60% 56% Uniform LL: 175 Uniform TL: 280 = A R1 = 601 R2 = 601 SPAN = 4.25 FT Uniform and partial uniform loads are lbs per lineal ft. Z Z w w 00 N 0: CO) Uj LLI Hf CO U- UJI 0. �Q co CY, LLJ Z 0 Z F-- UJ 5 La C.) CO) 0 LU U J X LL 0 .. Z w U Y 0 0 Z I-b (psi) 1-v (psi) E (psi x mil) I (psi) Base Values 850 75 1.3 405 Base Adjusted 1275 75 1.3 405 CF Size Factor 1.500 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 LL: 175 Uniform TL: 280 = A R1 = 601 R2 = 601 SPAN = 4.25 FT Uniform and partial uniform loads are lbs per lineal ft. Z Z w w 00 N 0: CO) Uj LLI Hf CO U- UJI 0. �Q co CY, LLJ Z 0 Z F-- UJ 5 La C.) CO) 0 LU U J X LL 0 .. Z w U Y 0 0 Z Cornerstone 17625 -130th Ave. NE, C102, Woodinville, WA 98072 t low Geotechnical, Inc Faxn 425.844.1987 1 i April 6, 2006 RE CEIVED , APR � � 2006 COMMUNIT i pEV ELOPt 1 1 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 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 i z Z JU UO I n 0 w� cn L w O LL Q �a =W F- _ ? f- Z O W 'O N. of WW XL UO z' co U O Z Geotechnical Summary Letter Lots B, C, D, and E t 16628 — 53` Avenue South j Tukwila, Washington April 6, 2006 j CG File No. 1853 j Page 2 211: 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. . 0, 30530 O VAL Rick B. Powell, PE Principal Engineer Three Copies Submitted JPL:RBP:nt cc: Mr. James Dunaway -- City of Tukwila Cornerstone Geotechnical, Inc. z Z UO N U) =' n U. w 2 9Q ND = d �w F- O ; z 2 5' Da O CO) o �- w LL O ui Z w N' O z r� O� a 0 1908 z City of Tukwila ' Steven M. Mullet, Mayor j0 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 -230 Tritec Homes — Lot E — 16620 — 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 i 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 1 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 i enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. f If you have any questions, please contact me at the Permit Center at (206) 433 -7165. i i S cerely, Brenda Holt, Permit Coordinator Enclosures File: Permit File No. D05 -230 Nplanning\Brenda11305 -230 — incomplete Itr N I.doc bh. Z k Z : �W u� D J U UO Cl) 0 CO) = J �. CO) LL WO }} J. LL Q UD = CY �W ` Z H F— O Z 1— W �p O CO 0 1—. W W �O W Z CO) O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206. 431 -3665 PERMIT CO COPY CLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -230 DATE: 7 -18 -05 PROJECT NAME TRITEC HOMES - LOT E SITE ADDRESS 16620 53 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS 105 11" Bulling Division VQ Fire Prevention ❑ Pu lic Works Structural F M DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: No further Review Required ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I TUES /THURS RO ING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 7 -19-05 Not Applicable ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: DUE DATE: 8-16-05 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2 -28 -02 z �z '~ w J0 00 N CO Lu J = S2 LL w LL Q �d =w f- _ 91-- . �O w 2� U93 0 E- wW F- L� w z Px O z PERMIT COORO COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -230 DATE: 7 -6 -05 PR03ECT NAME TRITEC HOMES - LOT E SITE ADDRESS 16620 53 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0 6X4 1 Building Division Public Works.. Fire Prevention Structural ❑ PIaPrfl g Div' ision ;K Permit Coordinator V DETERMINATION OF COMPLETENESS (Tues. Thurs.) i Complete ❑ Incomplete Comments: DUE DATE: 7-7-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: ��1 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: 0 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 -28 -02 z }' w D J0 00 Cl) CO W J S2 LL w LLQ �D = a �w z w� �5 U� off CO wW L O .z w CO O z 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 : / /www.ci.tukwila.wa.us , REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: l�l�'� 1✓ s �U a NO3 Project Address: Contact Person: of Revision: Phone Number: 20 3S3 " 3 � RECEIVED PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on p orms- applications on line evision submittal Created: 8 -13 -2004 Revised: � v 11 z Z �w QD JU U 0 W= CO W wO �-J 1L Q UD = F- w z l— O w ~ w 9 N off wW �P LL O. W U= O z C/TY OF Tur - , ri" Community Dove /c, nt Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 TUKWILA CERTIFICATE OF WATER AVAILABILITY '`. Required only If outside of City of Tukwila Water District PERMIT NO.: P. e K" a To ¢omelet applfegtlt �7'.jy„ + Site Address: 166XX 53rd Ave So (attach map and legal description showing hydrant location and size ojmaln):. Owiier Ynforraatitiii ^ r }': >r � e ��.t } ? o A�tiuConta `cZ)t'e " Jig a': Yr „j - • � •. .FA:'i f i {A' ..r..�. f ^l.a /.j: bf' /{f i.xi.... isk'�' t•... 3Yi.' Kim .1G�f iS�;'v {A.�sY ;H- 1�. fe�� Y�'dn 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 ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Permit Center/131-'rig Division: 206.431 -3670 Public Works Department: 206 - 433.0179 Planning Division: 206 - 431 -3670 ❑ SHORT SUBDIVISION ❑ 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:) HIGHLINE WATER DISTRICT Owner /Agent Signature 1. The proposed project is within 2. © No improvements required. Date /King (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Eater main, fire hydrant, water services and related appurtenances were installed and the project approved according to District construction andards. RECEI1dLRy CITY OF TLIKWILA J U L - 6 2405 PERMIT CENTER 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 �1 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. 5. 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 HIGHLINE WATER DISTRICT / 206 -824 -037 By` tGGC ��l-: J 5/4!2005 AgencylPhone MIKE TUNGSVIK �l Date CONSTRUCTION SUPERVISOR OZ VP 10 Z � Z a W W D U Cf)O W = N U_ WO U_ Q N d: = W Z f.-. H- O Z F- W LLI 5 U� O CO. O 1- WW f- � L O iii Z 2 U_N = O F- Z Woz sr£vz'E s9•M oo•000 sz'VU ovr (Isd) (wd6) (Isd) (wd6) (Isd) ainssaJd lueJpAH@ ainssaJd puewea ainssaJd al mold elgeileAV mol-q elgelleAV lenplsab mold agels 5CUCH# 3ueJpn4 0 - g - and WES - XX996 Jo; Poaaa luud 1 z �o Cj Z- o:fi 3 --4 rn= rn v: 0 Cc .rn rn -4 z o -- - =z: rn -� cM D ?1 r �m o_ m (1) C) CO 00 c� C qi D, z 317 HEIGHTS 36 2 882 t5 -82041 i i s� M 4 g9 r 4!1. Ag o 1:100 11 , 9 i 12 I HIGHLINE WATER DISTRICT Meter Application /Statement of Charges FUT uRE Date: 514/2005 Section # I NW 26.23.04 Paci # 82 Service Installation El Size Meter Han �� Size 3/4 # ERU's 4 See Notes �l >ervice Address F 6xx 53rd Ave So Tukwila 981 F 3 Plat Name Chin Extension Lot # B, C, D, & E Owner I 7rltec Homes Phone# 206. 383.3705 E•Mail Address Fax # Agent Andrew Gobei Phone# 206.383 -3705 Maiiin Address Cit Zi Service Installation /Meter Hang & Facility Fees itemized Charges Amount Notes: No LFC. Water main installed through Chin DE project. Price per meter hang: $2,555.00 Service Installation $ 0.00 See Attached Estimate General Facility Charge Charge Local Facility g $8,400.00 $0.00 4 ERU's X $2,100.00 0 SF X $.40 p SF Meter Hang Fee $660.00 MXU $940.00 Other $0.00 Total Due: $10,220.00 Customer Notified 13Y Polly PROPOSED USE SFR NOTES: Prepared By Polly Daigle Date 5/4/2005 Reviewed By: Tom Keown Date c/ Thomas Keown, P.E., Const clion/Operations Department Manager Z Z. W U O co 0 W = .J �_ N W W OC LL. NCY �W Z H ir- O Z 1— W ;O co W W: H 0. L L .• Z W U X O Z [Certificate of Sewer Availability OR P.0.80-. 550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (208) 242 -1527 ❑ Certificate of Sewer Non - Availability Part ` • Be Completed by App licant) Purpose of Certificate: UBuilding Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: UResidential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: / C — yl s, Phone: Property Address or Ap rox rpate Location: Tax Lot Number: 6 r /, s__ Legal Description(Attach Map and Legal Description if necessary): RECEVVED LO � f �'� © CITY OF TUICWIIA _ JUL 6 2005 PERMIT CENTER Part B: (To Be Completed by Sewer Agency) 1. lid" a. Sewer rvice will be provided by side sewer connection only to an existing size sewer 4eet*om 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 ❑ (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 U bb. The sewer system improvement will require a sewer comprehensive plan amendment. 3. lJ 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: $ A 09, 0 D a. District Connection Charges due prior to connection: GFC: $ 3 SFC: $ /900 UNIT: $ TOTAL: $ Z 75L (Subject to Change on January 1st) 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: Required 0 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 d ® -a€-si nat re. B Y Title Date F Z Z �w � D U UO N Cl CO W J = H S2 U. WO U_Q Cf) :) = �. W z F- ti– O Z~ �5 U� ON 0H WW LL O. . -Z W CO O Z 7, 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 Avail ability/Non- Availability ( "Certificate "). I. 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 sewer service is available to the Property through sewer systems that exist or that may be z extended `by: -the applicant. The District makes no other representations, express or implied, z including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, v City of SeaTac or any other governmental agency before the applicant can utilize the sewer v O service which is the subject of this Certificate. wi 4. If the District' or the applicant must extend the District's sewer system to provide CO u. O 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 u- condition of granting any such permits, approvals or authorizations, which may make impractical = a or impossible the provision of sewer services to the Property. Z 5. Application for and possible provision of sewer service to the Property shall be F O w U J 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, c,, and /or regulations in effect at the time of such application. o W 1 acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this ~ U . O Attachment, and fully understand the terms and conditions herein. Z . 7 L Cii co ~ �+2c O F-- Applicant's Signature Date Z 89539J001J27079801J5SY601!.D0C (1/26/04) -1- DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL S y�,�.i }4.0.. ## '' EXP DATE CCQ7. TRITEHI983D2,03/22/200.6 'EFFECTIVE DATE 03/22/2002 TRITEC HOMES INC P 0 BOX 951 SUMNER WA 98390 L �IF625-052-000 (8/97) Q Z u� D J U. 00 CO) a w W J � CO) LL: WO u . CO) = cy W i-- _ Z� �O Lu z� D p' O WW I- U L 111 Z U N', H � .O Z Look Up a Contractor, Electrician 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 Impaired 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 CBIC Separation Date 03/21/2002 Parent Company Previous License ASGCO * *084D4 Next License 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 SE3158 03/21/2002 Cancelled $12,000.00 03/22/2002 Savings Information https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TRITEHI983D2 Page 1 of 2 08/17/2005 Z Z. t � JU 00 N 0 J X. to W ; WO � a. co = CY W Z H H O Z l'- 5 U0 O� 0 1.— W W U' LL. —O W Z O 1-' Z F I RE HYDRANT O N PRIVATE AGGESS TRACT (OFF OF 53 ROAD AVE. 50UTH) 27.71' 5TORM DRAIN CONNECTION o � � • ; ` N�O W S O LE55 THEN 4' aft t PROPERTY ADDRESS r SIDE SEWER TO CONNECT TO SEWER THROUGH EASEMENT ON LOT D q fcm Rev s..."ls wo re+gL*L a new pW qjbrnMd %i� 1 and may L',Cadt' DIEM/ . i oo 'o I .53L I o SCALE: 1) 9 A LEGAL DESC RIPTION LOT E, 5P NO.NO3 - 0 - 10 16620 53rd Ave. 50UTH LOT G AREA OF SITE COVERAGE LOT COVERAGE 6 SQ. FT. 1,812 SQ. FT. 289 c6l t s tir � �� C NOTE: ALL DOWN SPOUT AND FOOTING DRAINAGE CONNECTIONS 5' -0" DOWNSTREAM OF HOUSE. Ft: aty Of TUkH;:mr �JI GMSION 588° 0514q T I38.Q4' • �- : `. G pr L ~C Ir -c Ate" Pr tat P� Z;K W -iXS 1 Pin slew aPPowW is to enors and oni"� AOPo'� d mr�stryction do�v�er� does not a"to d WP CIO Hey � oft Q a�ic�e Nrmpt O�c + Q.) +C�► d 71� 1poxxww C" CF TUKWIA )UL82Q65 ors c 0 z o. 2 01 co * - PC! 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G pr L ~C Ir -c Ate" Pr tat P� Z;K W -iXS 1 Pin slew aPPowW is to enors and oni"� AOPo'� d mr�stryction do�v�er� does not a"to d WP CIO Hey � oft Q a�ic�e Nrmpt O�c + Q.) +C�► d 71� 1poxxww C" CF TUKWIA )UL82Q65 ors c 0 z o. 2 01 co * - PC! (� � L 0 ETE LT F L?ID!571023o t 4 I% 0 - _�.�- - .... � - �..� ---�.- ms -- .....- �..,. , ..,,....,.,..•�...� -- - ...._....- ...�— .,.�.. �.. --�• -- .._ �.- .,-- - __...� • � r , � �--. .� .. �. � .. � ^._+� -. ��_. ..r_- .► � - �.'►... ..ate. + - 1qA► - ••�.�5 'ter- — .-�.�.� w!�► � �- ..�-�. �_ ...�.�r +�- .�r.ru.�.w�� ...�,. s.w�- +�.a•Y.� �� .1.w �rA•A!'....��n -� '�.•'.�� —��A1 �'��i�I�'. �.A M*.�+ +�. -�..� ��.�._- w��.r �.wl.rr.��"^�".l�r�� -- t ; c lit e � T a f 1 I t PORTION OF THE S.W. 1/4, OF THE N.W. 1/4 OF 26 TWNm 23 N., RNG 4 Ems ANNA FONC2d' CITY OF TUKWILA, WASHINGTON 11 II I I r� rl it u It ii ,r I• I e li II ,I I, .I 2' HIGH ROCKERY FOR TREE WELL u u • Il ,I II 11 E:XISIIIJC CURB, CUT IER � AND SIDEWALK 1 APPROX. LIMITS OF FILL FOR alDEWALK, (TYP.) 811 SS DI 3 I II ( 41 I it I H I r� u � I rr , 11 , r rr I rr , REQUIRED) ; W/ CONIC. THRUST BLOCKING - 5' DRAIN GE EASEMENT AS RIM 252 20 -2 TO REMAIN DEUN ATED ON FACE OF PLAT Ex. Inv -247!0± Out Veril ( r) 10' WATER EASEMENT - 7 p. 1 , I . M,,,,•rM• 'O. �� GP off Volst .� '05 53 E� 222 8 .' er� *' .k ar,�+ >',� ;,•'•;'.r r• t'," k ,.•, / 731 8q-IL ii \v tt - APPROX N1A1C� L.UL:A1IUI1 EXISTING S _ ( AREA it ! EXIS "ING WATERMAIN " 3j •• t I RY. TYP. •f li 2n 74.0 6,503 sq t. r , 20 REVERSE SLOPE q' tV) \ l r 2, 20' I / _ r , •< ' j u 1 I I DRIVEWAY CURB CUT u ; ' • Pij VATE RES5,RES NEW ROCKE 1 +• I s • . a , & U T! TY E ENT - j -� ! = PER KCRS DWG No. 3 -U05 u • ; C,' •_ 1� •'} ' a j . �:l!;�' .j�� L 1• •I� C 2'4.`��:,�� J EVI�. y: 1_.. :,�- ,? ' RR V J'•. �) V / /1 + Y i ' ` V V 0 'L If IE L..r NUI.E: '�• ,. '': TO BL'' x .� k ♦� /. ! ` Uux V, ' • ' • N .L� ` r ` 1t1'j Z � EMOVED ;li r• Y ' ! a' /k ; •, ' » » p / `,j f 1 V+�j. Sl . ' ' ti ':rf' • 'y! �"� ,;, `�t :� i� �,,. *. . a w�a • . w� w. ...7 I 1 -8 x 8 TAPPING TEE FL s > , , .1,�1 `rk� :;f ►i. , bc N • •:r, {� ' ,. 'Y - rt -- ' ; • .. 1 �'� J 1 - GATE VALVE (FLxMJ) ;; /� i , • _ • :, • , • .� � - . •� W /CONC THRUST BLOCKING " '''" `'- 8 u / r „ / ' • J / ?sal - �.o RELOCATE EXISTING „ \ ; ' n p 1 / ��•''. UTILIYES AS NEEDED, a p ro I • ' • , / 20'x' �( , • , p • I (TYP.) " c �`� O ' 4 MAX. , j� �IlA is _ �'` I 24A-- 0, HEIGHT / • 1 14,�,� i RI ' - EXISTING ROCKERY ,� . Wii K ll ; P ON TYP. NEW $0 0 , .. • 4 ui M . .L &ROCKERY „ x / ', -_`` ( •) .� + �♦ I / SIDE E I j r. J ALONG 11 L r) LOT A aJ If / FRONT REPLACE II f 2:1 •�'� / 25 .o _ , ' I ' I o W / 5' L 6,500 sq •It. / -- -.••,' �� , j - . 1 o /5 SIDEWALK �� I Uu I It +� o j i. SEE DETAIL it i X 22 It 20 EVERSE SLOPE If iqAY CURB CUT u /► :. , I �Tc b de Sew , I j PER KCRS LWG No. 3 -005 li __ _ _ 2na 21bb a o b r _ ► . j 238 J_ r . 1 .• . ._:. »Y ►fir _r tl_ 1 1 OT (:URB,GUITER & ;; SAWCUT EX. " ' ' ' • ' Ii II j +� •��' . f `�: : - •'� �-.'• I Vf �l J- , i ` 61505 Sq•t1, SIUEWALK 0 NEAREST JOINT, �, v) _ � : • ': • ' 1,...': 1 v I' j (TYP.) I :• •' • ' :: . r i POSED RE �1DENCE; •.':z_ --- __.k� :' •.,. .,;- .•::��:::::} ' ryh - < (TYP.) --«� /30 I- , 1ldAlN .QNSI$UCI1Q p -- - - - - - - -_ _ _ • _ AB BONED ' W . j , �I �/ I U p �ry �o ryw " h P c ry� . • j , oV Na I . :' . !� 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A -21.51 OF . l LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN 3 gq,' - ,! �. �� S88'05'49'E 222.b7' . L -1 'i ACCORDANCE WITH ANSI SPECIFICATION A -21.4 OF LATEST REVISION. u u ! ! ti ry ii - 10 SAN. SEWER 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY -TWO INCHES (42'). p ' . f ESMT AF 82030904 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT 1hEDGE GATE VALVES FOR u i HOUSE % � - ; - ' . - _ •- -• ", _- ' ; } • TWELVE -INCH (12) AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE- n a • • - . '� - . 4. JOINTS EXCEPT WHERE ° �, r • ERE OTHERWISE REQUIRED OR SfIOthN ON THE DRAWINGS. SHALL BE � _ •'.. - ' • I'• � • . ' EITHER MECHANICAL - BOLTED T�'PE. OR PUSH -ON RUBBER RING GASKET TYPE. CONFORMING TO u Y( 3 w _ - - .- A. , _- •. z AMERICAN NATIONAL STANDARD A- 21.11.. - _ t ` ' ' e w M �, . 5. PIPEFI. T1NGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, ' - - - � •;: : ... - : � r - - - . ` 7 LINWG AND S TRE N GTH AS THE PI PE TO wwCH CONNECTED AND SHALL CONFORM TO ANS a ` I � � • - SPECIFICATIONS A -21.10 AND A -21 w .11 OF LATEST REVISION_ t r r r 'I u 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE Tv a w ALL MATERIALS AND CONSTRUCTION TECHNIQUES SHALL BE PER - . � � -' ,. • _ . E ALL PROCEDURE FOR b�ATER- PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF Box � �-i!GHLINE WATER DISTRICT STANDARDS AWWWYA C 600. EXCEPT AS M ODirIED HEREIN• THE CONTRACTOR SHALL FU SH RN! N I '� • ! . ,. , - - T �.+►� VII s j y , f • - �,.. :. . j EQUIPMENT NECESSARY TO MAKE THE TEST. AND THE CONTRACTOR SHALL CONDUCT ALL TESTS BOX ■ x DER - : ' _ I UN THE SUPER+1SION OF ThE ENGINEER. PRESSURE TESTS SN ALL BE MADE ON ALL PIPWG AND APPURTENANCES INSTALLED UNDER T'rYS CONTRACT, INCLUD ALL CONNECTIONS TO - .. EXISTING MAWS AT A MINWUm TEST PRESSURE OF 200 PSI. - t. ..: ..0 DISINFECTIO 7. "r THE hE WATER SYSTEM SHALL EE REOUMD PRIOR TO CONNECTION TO THE EXISTING WA TER M"S A. >.o SHALL BE IN ACCORDANCE NTH Tr+E I r1WNtA C 60 LATEST PROVISIONS OF ` 8. THE Ct�h TRAC ; CR2 1 , � ;, : C - .: • . t `' : !_ • , , _: : , . , •; _ - : ' •'�.� _ I r SNAL �.AJN AL_ NECESSARY NEATER SERVICE CONNECrON PERM.TS i FROM TI•+F CITY OF TJKNfIL,R r'iLOR TO CONSTRUCT}Oh. � - - • . _ '- • • , � ; _ � - � : , • .' _ 9. INST 1 ' ALON OF CORPORATE STOPS. WATER SERVICE. L.%ES AND METERS SKALL BE PER .^.+ OF TUKt11�4..A :..vDA20S A SPECIFI••AT10N5. SERVICES %iA4L BEE A MbV,MUlnl 3/4 ITti..rt. .r:, � 4• ' - I - .^,. TY CjF Tt4g tt1 -A %1-4' 21S TA-. THE YETI,. _ 1C. RESTRA{. D .�Jr', i S S� A-,L 3E USE.. A: ALL BENDS FOR TE S. Ste• 3EhDS, A D S?E: -•+1� t � � • ., _ 03RCLiMSTANCES. L :..`� +E __JCr wl'&% SifiAL. ALSO 9E uSED. SE_- S : A.%: ARr DEAL %AS_ i ..1. ALL *Al' ER MA '.S 5n. _ ..AIL£ A &OwCFF ASSEMMY AT LO* PC&%T A.%Z) AN A4R %A; �+.a� REL'EF VALVE AT •'' Z;H POIL•.. OF MAJh_ SEE S'A.%ICARD DE , AILS 1•AAR -' Ah... *%ASO- , • 2. '•f F .ra� r Y� _v.`. T A$ =,• � SrsJ1 Q 0 $T 4 � CJhr • �>11 1 At<^,/� -v . _ �., r►Ar 1 u -�; •' ' •♦ �,. ,wit �!. iJ�EST OU.+.E. x -•V �•, _-SS MA.% 3 3: � • , - " ' . ihCK X ; FRS i'iti:Sr A.� A..XM ZONE ARQA.0 n� uti:.;F :•:.£SS In J%.% - 36 to.-Ir,ES (34!"l *-f PORT sr,A:,: FACE ST WT OR FsRE A rs. _ t - I 3. A.:, 'VALVE &.;%:- h ?.� R;�+T -QF - OR EASEYE`TS Sr BE A,;J -S:E: -D Fj%,L- E:rx �� ___. ' r � • CRA�''f At : t.rZ Ft%A. : S COMPUTE N A.:A.Na 111N.. . e•nE C. , . ZF A.+&si"`r'S - r STAACARC DIET A+t. ha ST- - • 14. &%C FLOW DEICES WZA. -REZ III[Tr, FIRE PROTtCT;t ANO IIbGA SYS:E1r5 Arw of a � ; � _- _ � • � : I : , `- �' . •' ., , e • 0 M►WAUID PER '-'r %E QTY CF : - JKIMLA OETA&S. 65 hE M SPgMM"' A S15 %%ALL BE APPR0*0 BY :hE FEE WARS+A. t '-'�' t , , • ^40 "TKO S Y A STATE . AMM FIK S PRW@UA COMM Tok - i ' 16• SMI OR PA KM i.OT � 94AU K P Al4 ' � '0 UIN FOMOAA 00- FEE is ♦ r T (IS') Em � s E OF k. FW "VRMITS. AS OifCTED BY 1W QTY ( J. 1f t r ' 01 =10' SAN. SEWER ESMT. . ' TO BE RECORDED PRIVATE DRAINAGE EASE14 ENT Ex. SSMHN C20 -25 TO REMAIN RIM -241.0± RAISE TO FIN GRADE Ex. Inv =231.7 in Ex. Inv-231.5 Out (Verify) Ex. 8 "SS TO REMAIN - 10' SAKI. SEWER ESMT. AF18203090494 LEGAL DESCRIP110d: 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. REFERENCES THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. BASIS OF BEARING WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26.T23N.R4E BEING S 01'03'56' W BE WSUOT 11529 3 BRASS DISK SET IN CONC. IN CASE NAD83 ELEV • 241.09 ri loins 7 �1�= o } A ' Z U VI CINI'I'Y MA -- P N. - T. III LEGAL DESCRIP110d: 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. REFERENCES THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. BASIS OF BEARING WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26.T23N.R4E BEING S 01'03'56' W BE WSUOT 11529 3 BRASS DISK SET IN CONC. IN CASE NAD83 ELEV • 241.09 k- a. %p z Cjf Soo- _ 0 J U Q,. 1. Z Q - Q R O "Ly R .I .• • . Z -.�o ir T�jKW!LA W k i ~ O W • ! fIY Z Call t0fore you Di gs • "004 - 24 ,m & %5 0 0011 A%= C UT" li'�iTY ts�s. n''S cos'�Llr • • � t i 7 o f f - S . 46 . 19 E 4r oa ; - -M - , Its, Ib O - U 5 t U .20 ' SCALE 1 " = '20' ' , I ' 1 11i' Ill is, M) » 1 GA I E VALVE. (WA- L) 1 DOMESTII4G WATER 1 -8 "x 6" TEE (MJxFL) SERVICE METER 1-•8" PLUG (MJ) PER VAL VUE SEWER I ' 1 DISTRICT STUS. 1- 6' NIPPLE (LENGTH AS ri o } A ' Z U I Vii. ;` r ti W 01: ,. 1 A4 Ito b �s •, , � 7 AC W .' Y LIM > .. �. � c _ W a x ; E x ii. CL: W � Cie � W a ° _ k- a. %p z Cjf Soo- _ 0 J U Q,. 1. Z Q - Q R O "Ly R .I .• • . Z -.�o ir T�jKW!LA W k i ~ O W • ! fIY Z Call t0fore you Di gs • "004 - 24 ,m & %5 0 0011 A%= C UT" li'�iTY ts�s. n''S cos'�Llr • • � t i 7 o f f - S . 46 . 19 E 4r oa ; - -M - , Its, Ib O - U 5 t U .20 ' SCALE 1 " = '20' ' , I ' 1 11i' Ill is, M) » 1 GA I E VALVE. (WA- L) 1 DOMESTII4G WATER 1 -8 "x 6" TEE (MJxFL) SERVICE METER 1-•8" PLUG (MJ) PER VAL VUE SEWER I ' 1 DISTRICT STUS. 1- 6' NIPPLE (LENGTH AS i i a a i f i I i I a 0 vm p � A A tl6GBg666atl6 b e <; V )c 0 x f e e Is I a p r p p a vl r d t� i� �a b 1 8 9 A In 1� u r� LI I 3+ M 4 B p 9 9 D N C� 3 rn n z D z n r JL ail M3 d j � 1 p Ig �gwE e PIMP i 4 ° c 6 eer 06� a oa Z t ttt ��s b 3 6ES ��9 a a sas �t tl6GBg666atl6 b e <; V )c 0 x f e e Is I a p r p p a vl r d t� i� �a b 1 8 9 A In 1� u r� LI I 3+ M 4 B p 9 9 D N C� 3 rn n z D z n r JL ail M3 d j � 1 p Ig �gwE e 1 j 2 a- N �j �g r Q h orn �� z � z �3 t9 ("\ j5 z oil rn � B 2 1 S-4 to USE L LN I - ; :I I � (\ § A� ] DEG �J N F1 ge > A tp dig Jw aim y R i o �� zz was oil a3 A it H ° u�aa�Z s o�� n x ,.�_� o � b l- ° off O aft ks! -0 0 a > > i riuk # p p ,- — 'a (% a A] N I Y 106 pt F now Ilk A -4 A 4 )1 1 lit A 20102A� O MOW OF M M N ow MWONS Nftl ITIm ING roxx TO G""IXTI N no §040 SftT PIIWW T1l PLANS. "1 PLAIT AIRS IN MATH �'►ATIRr, I19PRAODNGTM 1W ANY 1+/Y W OF ALL OR MMV ow Or THM PLANS 1/MiAT101r fll�Or VITHWT MItITM FROM Dr404 OLIM17M iNG Is Y PlIONI�IT� TIC 0110"N" AND ALL PRINTS YHMPWP 04 PEWWN T!! Or Post" k#LIMITW ING. a oa ga �f�i 1 j 2 a- N �j �g r Q h orn �� z � z �3 t9 ("\ j5 z oil rn � B 2 1 S-4 to USE L LN I - ; :I I � (\ § A� ] DEG �J N F1 ge > A tp dig Jw aim y R i o �� zz was oil a3 A it H ° u�aa�Z s o�� n x ,.�_� o � b l- ° off O aft ks! -0 0 a > > i riuk # p p ,- — 'a (% a A] N I Y 106 pt F now Ilk A -4 A 4 )1 1 lit A 20102A� O MOW OF M M N ow MWONS Nftl ITIm ING roxx TO G""IXTI N no §040 SftT PIIWW T1l PLANS. "1 PLAIT AIRS IN MATH �'►ATIRr, I19PRAODNGTM 1W ANY 1+/Y W OF ALL OR MMV ow Or THM PLANS 1/MiAT101r fll�Or VITHWT MItITM FROM Dr404 OLIM17M iNG Is Y PlIONI�IT� TIC 0110"N" AND ALL PRINTS YHMPWP 04 PEWWN T!! Or Post" k#LIMITW ING. N 0 N z Q r2�0_0�� IR;C 40 W C4MC. $LAD O/ 4 l4.. VAPOR DAMMER FOUNDATION VENT GALLS. 445 S.F./ 150 = 630 S.F. F K VENT ice. 105 / 144 x .15 = .541 SF. VENT. 630 SF. / 541 = 12 FD*L VAT'S REM. ! C cJ L 7 � Z�a � O jut _ E M sib li lie 2 E• AW 1 1/2' 4 MIN. GOVT. HANDRAIL TREAD AX NOTE, SPACING BETY4M INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAXIMUM OF 4• CLEAR, SUCH THAT A SPHERE OF 4' DIAMETER SHALL NOT P THR+OU6H 1111000", ANY OPENING. 111111111111111111 OALUSTMS TO CONFORM x . u • A TO MML • A-544 FRAMING ANCHOR FIRE BLOCKING • MID -SPAN t • WALL ALONG STRINGER DETY STUDS AND AT TOP AND BOTTOM OF STAIRS 2x4 THRUST SL.00K 2 LAYERS 5/6' TYPE 'x" 0". OELOW STAIRS ('S 2x 12 STMNdeft NOT TO SCALE T'**rf=. INTERIOR STAIR NAIL 5HEAl%N6 TO HEADER .3' O .C. ELK 6 MOW NAILS • 3' O.C. ALL PLATES, HEADERS AND ST1D3 24' MIN. APA RATED SHEATHIINS 3/6' MIN. 24/0 Ems. I SIMIPSON HPAHD22 APPROVED HOOKED w ENS WOOD TO CONCRETE C.ON ISCTORS MV 32000 CAP. 141W • 24" MWDE PANELS V2 CLEAR FROM FADE OF 001dG. MIN0 ( oAB. � Ir 11 II 11 ii Q 1! � I I 1 I I rt; 111 mail 11 11 !rJ�° l (2) 2X STUDS NAIL SHEATHINS TO EACH STUD NAUM YV IOD • S' O.G. N6 . ANY PLYV0OV JOINTS (2) 2X PLATE. NAIL 51•EATH INS TO EACH NOT' TO SCALE 2 LATERAL RESTRAINT PANEL MAIN FLOOR FRAM! N6 NOTES I. M rrEN DIMENSIONS TAKE PREGEDEAIGE OVER SCALED DIMENSIONS 2. PLAT! HE I6HT V -I" THIS PL OOOL 9. ALL HEADERS TO BE 4x10. D.F. 02 UNLESS OTfERNSE NOTED, CHECK PLAN. MWIVALEW PARALLAM BEAM MAY BE SU MST1TUTED IN PLACE OF BEAMS t HORS. 4. 90TTOM OF HEAVERS TO BE V-6' THIS FLOOR LWW NOTED OTHIRyWSE. S. ALL EXTERIOR MrALLS 2x6 WITH It -21 INSULATION UlX0. 6. ALL FRAME NAILING TO SATISFY CWAPTER 6 IRG BLOCK ALL PLYYOOD EDGES. ALL EXYMOR SHEATHING NAILED WITH 10d AT 6' O.C. MDOW AND 12 O.C. (FIELD), UNLESS NOTED OTHIgRY M TYPICAL. 9. PROYIVE DOUBLE JOISTS OR BLOCKING Vl ERE PARTITION5 OC UR ABOVE. 6. PI ZMVE SM112 BLOCKING OVER SUPPORTS. q. FIRE BLOMNG AT ALL PLUMENNG PEr VRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FIW.*IED WITH 5/6' TYPE 'X' GYPS M BOARD. II. ■ MOTES SOLID BEARING UDDER CONCENTRATED LOADS USE (2) 2x6 AT 6' K*4.LS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED OTHl9"SE. 12. FINISH ALL CEILJNG , WITH "o GYPSUM EOARD. 19. AT 6ARA6E USE '3/6' TYPE 'x' GYP. W. AT ALL COMMON WAILS, ALL CEILING AND ALL EXPOSED BEAMS. 14. PROVIDE 26-6A )SE 6ALVANIZED SHEET METAL MASHING ABOVE V*NVOMVS AND DOORS. (`rYP) LAP BUILDING PAPER OVER 15. HOLD SIDINS 6' ABOVE FINISHED GRADE, TYPICAL.. 16. V*NDOWr SPECIFIED ARE MFGK BY, SUMNflT OR EGA AL. U = PER CONTRAC TO VERIFY ALL ROUGH OPENIINGS. M FASTEN MULTI -LAM 2x BEAM PER l RG. STANDARDS, C4 AF TM 6, TASLE R602.", TYPICAL 16. 1.- MISERS AT POSITIVE C *0r:CTIONS TO Be SIMPSON OR EGLIAL. 1S. CI IL ** JOIST'S TO BE 2xb AT 24 O.C.. TYFV.d . UlW.. PLAN SHOM JOIST DIREGTIOK 20. ALL VOIDS TO BE F 191r0-G1® PHt IRE 56CTiON 8602.6. 21. *GTAL,L WATER HEATER PER 1469 NA C.A. SEE Si$T I. PR+OTWT PROM Mr!'ACT PER 2009 IMC 22. PIARNAC.E TO BE PLACED 16' ASV. FLOOR ON I HOUR, FUltVZE PLATFORM MTV (2) 314' LAYERS PLYrcOD. PRO WWT FROM IMPACT Plat 2009 M. 23. ZV OR OETNELTI HOUSE AHD � TO BE 20 MIN RATED, SOLID GORF„ Tk5W fTrT*O, MrTH1 SELF CLOSURE 24. INSTALL Oft VENT FRPL PER TERM OF LIST1FMi AND SPEG6. Pet SECTION 81001 l itc. 25. FW47V VE C XfT. H ANVRAIL AT STAIRS A MIN OF 1 1/2' FRGI4 KA L. ! TO BETA& I ON SHAT NO. & 26. STRAP THE WATER HE^THt5 AT PbfNT'S MTN IN TIE UFMW V3 AMP IL0V R V3 OF rTs Cowo 3lskx& Lomm PIOocT 5ffV1L.L BE M41411104M 4' A k7VE 27. FSAL LS NTH GREATER IWM 390 PLF P E+l+L1IRE A MSiM" OF A Six MEFEER AT AaLnTM PA ML. CIPSES AM SLl PLATL5_ FOR MV1ILL.S SETVIM 960 AND 600 PLF, ANC#CK BOLT SPACA 6 #-IA j VISCREAdW Bh' v2 &W 2pc SILL PLAlW- FM 040516 IRG_ .20. L bd TPIS CONTROLS FOR KTURIOR ST/Vb'MAYS Mq'ST Be PIt01/t7m AT THE TOP AND BOTTOM OF TIE STAR 2 Q s LLaCATlOIiy OF FLOOR WIG-m OR= 90. ALL TO BE 110 VOL M'PTM DATTIEW BwAGgp, - x TLW AM • few eETPon" STUVS. • L>NiT SNorE�t fton TO " 6! • !V►. 1'%VILL TO MWrm 'W ABOVE Exq^lk VaZT. • A" 4N AZWO VW"M'W ABOVE DRAIN gain TO W SAFTT1r sip • VAOVR aAllorlvt me "m o"oft" eco_ 0 l , i - SQUARE FOOTAGE SUMMARY Ml'w BOOR 440 S.F. &rPEMt PL•Om 4057 S.F. TOTAL POGSHM AREA 2,�0G2 S.F. 446 SF. 0 4 0 0"F w W�0" Jul -cs 29j L j N 1 O N z 0 Pit I �l It I e Dos -2.30 • ' -ter _ �. �� .. ..-+�..�.. .�+.- . o..- _ _ _ ,` 4m 3 =A , 1 ti t lb q SCALE _ IW s I.-0,. 445 SF. 6r1RAEE 446 SP. FRAM I NG NOTES I. MITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIf ONS 2. PLATE NEWWT W -1' THS FLOOR UKZW NOTED OTHERWISE. 9. ALL HEADERS TO BE 4X10. D.F. r2 UNLESS OTHERWISE NOTED, GHIBGK PLAN. ZWVALENT PARALLAM BEAM MAY BE SUBSTITUTW IN PLACE OF BEAMS t HORS. 4. BOTTOM OF HEADERS TO BE W -6' TW-S M .00K UNLEW NOW OTHERWISE. S. ALL EXTERIOR WALLS 2x6 MMTH R -21 INSULATION UNLESS NOTED OTHERWISE. 6. ALL MANE NAILINS TO SATISFY SECTIONS 83021 8602 t 8802 I.R.G. BLOCK ALL PLYWAOD EDGES AND NAIL WITH 10d AT 6 OjG. TYPICAL ALL EXT. MOLLS. 'T. PROVIDE DOU1XZ JOISTS OR BLOCKING AHIM PARTITIONS OGCA R ABOVE. 6. PROVIDE SOLID BLOCKING oven SUPPORTS. 4. FIRE BLOOKIN6 AT ALL PLUMBINS PENETRATIONS 10. ALL S TORASE AND 5PAGE5 UNR STAIRCASES TO BE FINISHED WITH 3/6' TYPE W 6YF`SUM BOARD. 11. • DEMOTES SOLID BEARING UNDER C.ONCENTRATLD LOADS USE (2) 2x6 AT 6 WALLS. USE (2) 2x4 AT 4' WALLS UNUMS NOTED OTH!RrMSE. 12. FINISH ALL CEILINSS MTN W6 6YPSUM BOARD. 19. AT OARA6E USE S/a' TYPE 'X" GYP. BD. AT ALL COWM WAILS, ALL GEILINS AND ALL E)ff+i05ED BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, 00 PTER b, TABLE R602.J° (U, TYPICAL 15. 164*HriS AT POISMVE G *W-- 0Tk;t6s TO BE Slt IPS0N OR EGAAAL. 16. ALL VOIDS TO BE F MRAFT 01=XED PER IRG SECTION 8602.8. 1'T. PROVIDE COW HANDRAIL AT STAIIRS A MIN OF I U2' FROM WALL„ � TO DETAIL q ON SHEET NO. 2 16. [mss LOCATIONS AT'IONS OF FLOOR RS6HSTERS Iq. UPPER MOOR FRAMING TO BE II 7/6 T.11/210 FLOM JOISTS • 16 04, TY'PHGAL UNLESS NOTED O CRYO M PLAN SHOWS DM2GGTION. UPPER A O 9 1 16'X19 V2 OLD D 6 I _ _ I S I/b'XI9 l I/2' 6L8 24f; -V4 f�7F/DF c, �T�MR.A QTY � j jj _ IV, 6N CD z a. tit r� �e I 0 ]70� -230 ! 49 r 0 116 1 9 S = kw s I•-Or F-1 VEMR FL f!RAMlN(S NO . I. VftTTiN DIV �ICNS TAKE PRFGEDENGL OVER 'WALED DIML'Tl MONS 2. PLATE IE16HT TO BE a' -I' THIS FLOOR U.N.O. 'J. ALL HEADERS TO BE 4x10 PP. •2, U).O. 4. BOTTOM or HEADED TO Be 6' -6 THIS FLOOR UNLESS OT49"SE NOTED 5. ALL EXTERIOR MALLS 2x6 WITH R -21 INSULATION UNLESS OTFERYVISE NOTED 6. ALL FRAME NAILING TO SATISFY GHAPT19t 6 WC BLOCK ALL PLYWOOD WOES. ALL EXTERIOR S CATHIN6 NAILED KTH IOd AT 6 O.G. (LtW AND 12' O.G. (FIELD), UNLESS NOTED 05E, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR SOLID BLOCKING OVER SUPPORTS. a. FIRE BLOC.KJNG AT ALL PLUM INNS N6 F' !N RATIONS. 4. ALL STORA6E AND SPACES UNDER STAIRCASES TO BE 19MSMED WITH 5/6' I Y}'iE ' X' 6Ylp3UM1 BOARD. 10. N DENOTES SOLID BEARING UNDER TED LOADS. USE (2) 2x4 AT 4• MALLS UNLESS OTFERYWQE NOTED. 11. FINISH ALL GEILINSS WITH 5/9 OYT".AH BOARD. 12. PROVIDE 2"AUM GALVANIZED SHEET METAL FLAS INS ABOVE WINDOW5 AND DOOR'S. (GYP) LAP BUIL.DIN6 PAPER OVER. 13. WIN OM SPECIFIED ARE MF6R. BY, SUMMIIT OR EQUAL. U v PER CONTRAC TO VERIFY ALL ROL06H OPENING. 14. FASTM MULTI -LAM 2x BEAMS F!°R IRC STAI0ARDS, GHA1w1M 6, rYP1GAL. 15. CEILINI6 JOh5T5 TO BE 2x6 AT 24 O.C.. TYPICAL U.N.O. PL m Smom JOIST DIRSGTIOK 16. ALL VOIDS TO BE FIRgAPRAFT BLOG#GED F®t IRG, SECTION POO.". M. ALL TUBS Alm SHOD 1 - BLOC.KiNb ST1A78. UW SHOVER FLOW TO " FiP.Mt. • INATERF'R�OOP WALL TO Ygnw 90• ABOVE DRAIN IN Lff. • ALL GLAZING AffMN W ABOVE DRAIN INLET TO BE SoNmery ECAJb. '� VALOR BiARR1Qt BE�ANb GYP. BD. 18. ALL 040MCE DE I WTORS TO BE 110 VOLT / awT3w WC.K -UP, I TED. A. PROVIDE GOVT. HWCRAIL AT STAIRS A MINI OF 11/2• F1ZOM WALL, TO DETAIL q ON SHEET NO. 2. 20. KN.LS WITH ATM THAN, 950 PLF A M�IJMi OF A Sx MEIIt AT ABVTTING PANEL EDGES AND SILL PLATES. FOR KALLS BE'TPCM 560 MV 600 FLF, AN A4 R BOLT SPACING W6 BEEN BY V2 ASE 2x . W4. TACILE R602S.l. 21. 1iANISEM AT AOSMVE GONWFGTM TO BE .4? OR EGL44L- 22. 0 1.rOiC.ATiO�N OF FLOOR 1ZEi615TL �* 5 . -O " V, m O N N m O N _ � m I I I� I J HOUSE FAN -- 02 4 T HR. TIMER � I I N f PROVIDE MIN f 22'x80" ATTIC F AC,GESS rV VCATHM- , f f � I STRIPPING Pelt GORE I 5' -8 1/2" •• • 5' -5 5/4" ,. 5' -0 1/4" eo4oixoie ►joie m � �DfiZM -3 � �o C$2!3 NOR C ARPET I 1 i I 5' — I ' -II 1/2" { O PR -2069 1 II d.F. LINEN �. Ras , 2466 { O 1 11 5D T'ED T.K. +J6' HAL { • H I 'J I FAN { N +/.T� { a p o '�1 11 D 1 - 5/4" —4 PtALL in 5/0 no � ■III ! -- �s--- - - --}- SHOVIER k_ j/2 fI i Sp m i I 5' -q" I 5' -11 1/2" r N t` IV IBM �i vk, ,MASTER rT'T 4M� O O MDR 260 GBMi i � 5 20 CASW I � 5030 SLPR � ROiOFr B�rOi� I Z-14 3/4" ' -10 5 1 - 0 0 5' 1 1/2 2' -10 /4' 4' -2 1/2• 4' -2 I/2' ' -10 3/ '-0• '-O• In d 5'-q 1/2" 40 • A a UPPER FLOOD R PLAN S 15 • r- I - 1- 1 I � l • o _ O 0 now �� L � p Dos- 2: �.�•. +•tea.. '.' w - wrv... �.�_.... �..— �r� wl�> �.r +.- ....��. -� _. � �� -� _ _ - __."�^- .�. ►�..w wry- � � ��. .�._�.-.f•r.. .—� ..'�....- .�__ +..�� ter. — — �..�. -��... .- �— ^..��.� - -�. -+w+ _ -+. �.• w..�.� _ 2' -5" t. 5' - 5/4" I N f I I I ! I I F I I f f � I 1 � I it �I i 1 L 4 1 -5 11 WALL 4X10 BEAM w w +96• w�L.F • z 0z P � r ` I I I I ! I I n f f � I I I ! iV { • r 1` COMP. SH INOL.ES 0/ 15 Lb. FELT O/ 1/2' COX PLYY40M OR CEDAR SHAKES O/ 50 LID. FELT I O/ 1 Xb SPACED SHEATHINS O/ 2X RAFTERS OR Tl WOM o 24" O.G. INSULATION DAFFLE EXTEND 12" ADV. INSUL. 1 1/2" GLR. AIRSPACE VENTED 2X DLOCKI NS YV TOENAIL PWt UDC TADLE 25-1 -0 R -36 INSULATION OR PER 6LAZINS SCH. 2X CEILING JOISTS • 24' O.G. (OR TRUSSES PER PLAN) 2X6 STUDS • 16" O.G. R -21 BATT INSULATION FINISH PER ELEVATION O/ 15 LID. BLDS. PAPER Oft AIR INFILTRATION DARRER O/ SHEATHINS PER PLAN SCALE : I" • 1' -0" 11) PLATE AT ROOD /FLAT 10- M _ M � 1. S OZW AREAS DENOTE DUMMY FRAMINS OVER ROOF mto" S DlL4K 2. • DeWTES SOLID DEARIN6 U D!!R C4)NC49ClltATED LOADS. 5. SW FLOOR PLANS FOR 571WoTUtAL SEAMS AND HEADERS. 4. ALL RAFTERS TO W o 2x6 W 02 AT 24" O.C. TYPICAL U)W. 5. ALL TMSGM TO DE AT 24" OZ. TYPICAL U". 6. PROVIDE ROOF VENTS PER SEC. 8506 IRE. 1. ROOF PITCH TO AE 6112, TYPICAL URAW OTHMWI'J' E NOTED. 6. 24" O.N. TYPICAL 0 EAVES 4 12" O.H. TYPICAL • 604" ENDS, RAKES. q. APPROVED ANGM M SHALL W USED AT ALL GONECTIONS OF RAFTERS, JACK OR HIP TMOISES TO MAIN MRDER TWL)W (PLR 714W MAMP) MCM APPL.ICADLE. PROVIDE "SIIVISON" Hsi FIlAMINS ANG�S AT EVERY RAP75RUINP.56 AT EACH END AND AT 6A8LE END TEES. 10. VENTED DLOGKINs. OVER SUI'PORT5. 11. CHIMNEY HEkWT TO 8E 2' - 0" MIN. ABOVE ANY PORTION OF BUILIMNS WITHIN t0' -0' PER IRE SECTION RI001h 12. DRACINSt (STICK FRAMED AFMAS ONLY) " (2) 2x4 UP TO 14' LONG. • (2) 2xb 10' TO 14' LOW6. • (3) 2x6 OVER 14' LON& M.3. PLATE HEI6HTSs eLOrIER FLOOR 61—I T1^P. U.ND. 0 MAIN FLOOR W -1 0 , TYP. U.N.O 14. TRUS6956 ' CARRY MF64L STAMP. • DO NOT ALTER YrTHOVT 19UILPINS 17EPARTMENT APPROVAL.. IN5TALL AND DRAGS PEAR MlF6R. SPED. NON- BEAIRINdlo POLLS SHALL BE HELD DOM FROM THE TRjJSeg DOTTOM CMORDS 1"MTH AN APPROVED FASTEER (SUC.H AS SHM°X�Pt STC). 15. GONTIRAGTOR TO VERIFY LOCATION OF ALL ROOF SLPPORT DRA 4N& OR POST11" AND PROVIDE AZMGLIATE BEARING TO FOWWATIM 16. HANGeR5 AT POSITIVE GONN50T10NS TO 131E S*gpsON OR EGRJAL.. I'1. FRAIL. ROOF SHEATN6 Y V 6D C 0MMON 6 6" 0.6 AT PANEL E XSES AND AT WW_ PLAT BLOiGICINb AND •t2" 0Z FEI.D, TYPK.At. PER ERG R60231 TIC 001043304% I04% PER IRE R802.IOJ T EEiffrHtEE�H: OF REGORD H*SHO MML L. PtE1Iim AND NOTE ON THE ,3 TKNT THEY KAVE FOUHV TO BE IN VM THE DEESION OF TIE BIJ LEW0. Tm APPROVED VOCA44EMS TILL THEN TO THE E' Lmj: m Ol4sIG4/AL FOR RE`vlE" A V APPROVAL 'PIR101R TO FRJ #0* DGFWTIOW. CITY APPRO VEP 00CLOOMM SHALL. BE ON TIE .JOB WTE AT INSPECTIONS 1WU* EN6H 5 SHALL RHGLAVE SP ZMW - �'+��e w•-- ..� w ♦s..+..s - —•-- - f.�.�.. , + a te.- ..u�— .._�._ _ � -a► - •�.n.w. f- � -.�-+- .. ,�.......w�...��.�- •�.��► -�� _� �"'*�'.�+ -. 5' CONTINUOUS L—/ , * — METAL GUTTER .�� 2X FASCIA DOAPtO •�jd Zy"" pArmll v 2x6 RAFTERS *24 DS 1 ,� A 6 ROOF VENT GAS. PRR r PkXW APl,EAc 1057 St. / 900 'sm SF. V9cmw 0104m. 9312 SF. / 2 • I:* SP. YMCr ib IlFOV AT FVM WXMC& 9J4 SF / O • 6 V PM WZGW. ok)OF Ovm L volsoDlHH"& R4 SP. / SW s 0b4 SP. VEkTM 1!El V. O A 4 SF / 2 a OM St. VEWM fWQV AT PkXr papaM 032 SP. / Cm • I vl"m IIcaD. pkxr Ovm PAAFLY. 00 SF. / 900 • 027 sp. velfrow IImv. 021 SP. / 2 • OJD SP VIMM PlWP AT Poor PWwM O.Js St. / (a► s 1 VMM lemp I� v 1 c 0 L(%l z 2QQ� IRE _,. Ir I F r v� a r' C r " W O O PE�t C� Ila qwqom [)()5 moor 150 r • i i • +i Of APM a i m g til A z I I i �3 v � - z — S oQ .0-AWSM -MMILAWn � AMUS I IAOV%a A� MU WCWJ a IGM I 4W 31Q5tA A 30 11"45 9 AMY '*NrrEbola 2HI NO qsmiaav wo vam4w a&wsckw Lwa - 9 .1 a -40 WHMM v wod 1z 19MI xv ap aaois v sy *maws motm A~ UOIG OJL BCWWO WrAOIX3 CMHSNW 'I. *9" COOM NO WYM ION ThNS dw slalNrl mus AS =Lwcwm aa o.L w5nm *9 -11W wont w3 m SNOUYaU2GW OW GMkPr TN N"kw*.'> *a4ockim aw swopa - rW IV QNkkUULS-tMUVW 2aV%O%W -G NOUMULSNOV AQP44*+:P U�i *'.';W 100nd NOUCM 01 WMIMM 1p 0 0 *sA2NH*t2 9NIOMON1 SWUVUIMGW.-AOOW 1W IV 914*#SY1d W&Nno awONNSY1W W12H AM46 CMZWAWIP 3aV%OWd *9 t - iv , .7kiA4 r9o" wmvm IM W;W SJMaA AWN gaV.OWd Z - TVV>WA4 sm t m -wjaH snonNUNO*:O 20/%aaW 'I 5 aION NO LL a, • ps 31 1 =I- 3 • &O-j a OM a 4 ,D-j a am - a irvowm --------------------------- I &LAZ I N& SCHEDULE - PLAN 2002A/2 WCATION MAi�J�. MOML PRA liv c smt Summit 8610v vinyl� Ilvin� fixed Summit 8650v v!n I _�� I Ixed Summit 5650v vinyl _ dining slider Summit 8650v vin I kitchen slider Summit 5650v viny I family slider Summit 8650v Any I bath csmt Summit 8610v vinyl fo er f ixed Summit 6650v viny bath csmt Summit 8610v vin I master slider Summit 5650v vinyl master fixed 5vmmIt 8650v vin 1 _ bdrm -2 s l ider � ~� 5umm it 865Ov vinyl bdrm -3 s I ider Summit 8650v vinyl bdrm -4 slider Summlt 8650v vin I bath c Summ 8610v vin I WINDOW TOTAL. 3.00 6.00 air SKYLIOHM I Oo'tATION SKYL16W TOTAL &LAZIN& SUMMARY tots I finished area ach - da er 415.427 2002 gP total g lazing ". solve KITCHEN LAUNDRY 24030 S.P. tots l u .m 115 115 cfm cfm 150 150 62216 no no % of !alozln POWDER 50 cfm nvtone% 12DI fir, av . U-vai 80 cfm no 0.342 MASTER BATH W.G. •T_•.M' 6AS I AIR I L 1! I U ROOF CON5TRUCTION EXHAUST VEWILATION 5Y5TEM source sc acific exhaust ventilation 0.55 0.5 ach - da er 415.427 135.46'7 cfm - settl OLMS I :#ATION HN. MANI.P. MoD. c.FM- AIR Cf - OLMS ". solve KITCHEN LAUNDRY 100 cfm 50 cfm nutone/eq nutone qt150 qtl50 115 115 cfm cfm 150 150 cfm cfm no no n/a n/a POWDER 50 cfm nvtone% t80 62 cfm 80 cfm no n/a MASTER BATH W.G. 50 cfm nutone/eq q tho 62 cfm 80 cfm no n/a MASTER BATH 50 cfm nutone% t80 62 cfm 80 cfm no n/a MAIN BATH 100 cfm nvtone% tl50 115 cfm 150 cfm air 1.5 YVOLE HOUSE T VENTILATION SYSTEM Comb use of source specific fans as indicated above. Fans lndlcoted above as being 'KH.' (Mole House), are to be comected to an approved 24 hour timer. YCZC C IBCXLIST TABLE 6-2 _ ~ �• w H AREA OAS AIR L ! U-VAL TOT_ _ 2_ 2.00 5.00 20.00 air 1/2" no 0.330 6.60 1 2.00 5.00 10.00 air 1/2" no 0.320 3.20 3 2.00 2.00 12.00 air 1/2" no 0.320 3.64 1 5.00 5.00 25.00 air 1/2" no 0.350 8.75 _ 1� 5.00 3.50 17.50 air 1 /2 " no 0.350 6.15 1 8.00 5.00 40.00 air 1/2 no 0.350 14.00 1 2.00 3.00 6.00 air 1/2 no 0.330 1.q 8 1 3.00 3.00 4 1.00 air 1/2" no 0.320 2.88 1 2.00 3.00 6.00 air 1/2" no 0.350 1.q8 1 5.00 5.00 25.00 air 1/2" no 0.550 8.75 1 2.50 2.00 5.00 air 1/2" no 0.320 1.60 1 5.00 4.00 20.00 air 1/2" no 0.550 '1.00 1 5.00 4.00 20.00 air 1/2" no 0.350 "1.00 1 5.00 4.00 20.00 air 1/2" no 0.350 7.00 1 2.50 2.00 5.00 air 1/2" no 0.530 1.65 Is - - 1 240.50 1 1 1 62.36 2X6 VV" ELECTRIC RE515TANCE OTHER FUELS x CHAPTER 6 PRE5GRt PTI VE X CHAPTER 5 ?BADE -OFF Prop insulation: tlon mni:er 3 Vaulted cel R -3O Max iaz allowed % n/a Flat cell /attics R - 38 Proposed g iazirug % 12.01 Exterior oval Is Max. ql =klq u - value a l lowed 0.400 Howe/ corn Wn w011 R - 21 Pr laz I u- -valve 0342 Fl over R Max. door u -value allowed 0.400 Slab imeter R -IG Proposed door u -value 1 02"0 Ducts In mated s R -6 * c41wr`OSrrION SH INb MS * 900 PELT INTCRWO'VEN * SOLID :'i ATHIN6 * C0LIN6 JOISTS PER PLAN * R-W BIATT OR BLjOYW -IN INSU ATiON MIN. * 6AS HEAT * 5/8" OYPSW MIAL.L. BOARD a GEILIN6 WALL CONSTRUCT I ON SIDIN& PER ELEVATIONS * 00 WILDING PAPER VX WX MYV40M SHIMATI -00 (OR EMAW 'b* 57UPS AT I6' O.G. * R -ZI 1wTT RGU.ATION !^NTH V.S. PAGE STAPLED. FLOOR CON5TRUCTION * * PIN1w FLOOR PER PLA 6 9/4' T46 PLYYIOOD 64J W AND NAILED FLOOR JOISTS Put PLAN R-50 BAIT 945L ATION MIN. OMM WEATED AREAS POST AND BEAM SUPPIORT BELOW JOISTS QeV=M GRADE • GRANL_ SPACES 6 MIL BLACK VAPiOR BARRIER TOT co! 1 C . � I' � ;� '' - - ;rte t J I Ot?!l - 2v,,5a 0 0 0 N W . z a. m �a k R I s wsilf : 1/4@ 1' -0' AL :=. - - --- H�Aarl 9HEAAR WALL • HDi w (2) vas TIM4EOM.TS 2 x STUD WLL A- P R OR OM AT! NAILI (9) STUDS MIN to RAN DOI. STW TO POST CIL STIV TO POST WALL !! PLAN SHEAR WALL "M STRAP (FM PLAN MM STRAP W R PLAN) i' O Ibd - Z. - BO'TTOM PL. NAILI o � POR L+OCJITION � TYPE di �� C� f Ibd • b' OG. TO sM.L Sla 2N H C lac OGK • POLL ac M'l1Ar�lUNQ► /yip LOCATION TYP! lid - b' O�G. --- o � x P.T. MR7SIL.L MV BOTTOM PL. 10.11.06 Mli G0W.44 ! 'PIA x 10' AS - b• OL. SIM!'601i MMOL=7i0Y�fi - SRW -- SR RAN R00R ` 1"L1a0R JOIST, M. !'L�OR JOIST LAP EXTERIOR M PLAN • 4i' N L2' MOM M PLAN MR Tyft wow SHEATMINi O'VOR RIM OL.K • HOLOOM MrALI �S• M" OLOCACM1i AND LGGATMON DIAPMMtAiMI JST. OR WAIL LTP4 16PAM ORWCfW � LOP �,�� NAILOW - • $2 OrG. YEtTIGALLY) � ^T �� JiT. OR NAIL VW4 CAM - Im SI?Z' •' ■ . r ! ,+ : lXTVW POST TO �4 GOAT. REIML on MOM PLAN Y t . ! :.. _� ,. . ; . � � - IRA�OR J019T e o e e e e e e e o e o e e e e e e e o e + u 092 SEE PLJN • • AMa We.Wwee�eee•oww ti��. OOTT ''M OM' DMJ>L.. JOIE TO WALL A!!. x lO - FM SIZ! s PL.00R JDI 1M1 MK GOVT. PICK • SPAGINS Sae PLAN SEE PLAN 04 • A94 (904%o -� c�oNC. PMp WALL -� ' ' o '� N! o = - • u O.C. FOR (1101 P•AW j roMa�. KftJ. - Sae PL,�N As. x C0W. rwv.l AJa. x lo' - PoR sla .. �.• : -_ _ SPA 4NIP SM PLAN SPAVW SM PAN - 4.4 g 4x4 HIO laowi PROS HOLP" M > 4'-O' ( Alk ALL j ItOD VOLJiJI1�.E JOIST 2x �.lCAO PER PLAN MIN. PER t�NM! PAIN (ASOrM sTssLJ 4" WARP W/ W/ Slid • W HrEx HEAP DOLT ?4N POR TYPIK.AL SMEAR WALLS s HORIZONTAL MR TYPIC- AL SMEAR WALLS 4 HORIZONTAL lid • t2 OZ. 9TAf9 .JOIST s DIAAINK WIiCa"M FOOT1Nd • G oW.0" E POOTIN& RIM J OVER OVER RIM JO - VLAPMAOM z_ PAR 9= SEE PLAN _' roar am sae PLAN Hi - 97P AP TO ,JEAN in ;, ,:..• INS DIMMtAdM NALpii Sae PLAN s M. NO'TT:6 MVVr - ed TO OEM OMJ'AIM - 1101 PLAN _� �. � i • � R!!lIAR - SEE !•LJ111 ] E �� • • � � .:. ' � Iel�aAlt - '.ili PLAN LAP PLY • ALT - VW MTTZdd W *4*4)" - OZ( STWS • POOR PAN" F#/ Vic" THIAHI 4�-O' W *J/4'� ALL THiR ROD � LAP PLYP •IS') • POR IeAtEL.S w/ WIDTH =0 THW� 4W ri - Od TO QOIJSt.I: JOIST �. MIOOD IST OOVER OIST x N.TAk NOTE, POR TYPICAL SMEAR WALLS s HORIZOWAL MM- FOR TYPGAL SHEAR WALLS s HORIZONTAL DIAPHRASM HAXJW SCE PLAN s M. NOm DIAPHIRAdM Noklums .M.C' PLAN s TY*. NOTES. SHEAR WALL o FOUND. WALL I a SHEAR WALL o FOUND. WALL I f SHEAR WALL o FOUhlD. WALL 2 SHEAR WALL o FOUND. 3 5EGTION 4 5i'AR WALL o INT. FDA. FT'b SHEAR WALL. o INT. FDN FT'6 �I�'LO�OR JOIST TO WALJr A'l.00R JOMJT P LL) . V ' V AX&MM. TO WA PARALLEL W/.OISTS SMEAIerw.l T JO1ST'b SHEAR WALL M. SMEAR WALL - SEE MOM FOR SMEAR ro" I'"iALI Zc STLD WALL n M �wL OWA&V eeAleJ��i RooR JoesT - see ftm O ®n�ve�cr sPLITTINS sorlOM P.. NAILwb a • RIM - PROVDE VOL Ouc � SHEAR wAU. NOTE. POR SHEAR WALL PARAI 1 01 PW RIM WIVOM PL.. HALIMP ffak Wd TIT. SMEAR WALL IOd - b' 04. IQ OR ®PM1CVl " SPLM w* IAd / - fi 46 b OZ. NJWJ lid - b• D.G MOM) • RIM - PMlOVWC Dt KK W WALL ac 'SOLID OI.00ICM+Id► 9 - lod T s ac OLO�MNO MORIZ. OIA WAdM k:d - b• Oli. M.N.Oj PARAI.I.W W RIM �� p" VIL000" HORIZONTAL, DIA 49~ Ibd - b• O.C. HORIZONTAL DW'1RiA 4 HORIZONTAL • WALL MV � TOENAILS lac SOLID BLOC 0NO - Sts NOM FOR NAILMb PLAPHRAOM gom S - Wd • JOIST • T SIDE Od - b' 04. M IAPM# (b J':R? . NAIL s DtAGM • BOTTOM P s J Jow METAL STRAP (92 PLAN . M. SMEAMt _ lOd - TOENAIL DOLfte JOIST 1'1/ULgrb NAI ** 4 T "T _ • O Elk SIDE HALM W/ lid - b' 04. �c SOLID OLOGKINb �c STLi7 � - b• O Z. � SEE SC*JI.E SOLD OLOGMG W � OC MWO S12l CE PLAN 2x OLOiGHGNb 2x 90L.tD WAIUlHi' lid • t2' 04. At 0d P60 O. (dM - WAIL W) 4 O • 4'-O' OL. D!!L S11Jt75 • 1 57RM W/ *J -lid INTO, JEST • SHEAR WALL FOR 6LER Y V IOd - b 04. V 9 T NIA" awl/ lid • IV 04. - STA&V • 40 04. 1KOL kk= PM TITIGAL SMEAR I *44.9 s HORIZONTAL t9m FOR TYPICAL SHEAR WALJ.S t HORZONTAL UM FOR T PW^*4 . SMEAR WALLS • HORIZONTAL NMI FOR r" SHEAR MALLS 10 HOIIIZOWA. DIMMRAbId MlALIMIG SEE PLAN 4 M. NOM DIAPHRAGM NAIL.NG SEJ` NOTES DW4itAi6MI NAILMb'J@ MOM DIA "RAW,M NAILING SEE NOTES �� DLA 4VtA 04 N^&&* SEE HO'RS�� NOM PI APyRAes4 NAIL.Mb 'SEE HOT!!S MORIZONT/1L 6 TYPICAL YV "L' � TYPICAL L. WALL � TYQICA VV" Q TYPICAL SHEAR WALL. I 1Yf'IGALL do a WALL I I 1Y'F'IGAL. WALL I VERTIVERTICAL L. - WALL TO WALL To rtoOR JM T) �!'ARAI.L L Y M FLOOR JOISTS OARALLtI. PM JOISTS? TO FLDOR JOIST) f r Axxt .JOIST 70 V44 (JOIST PARAU J L V MTM 1' 44J � CoONNECT NAIL. LING SEE PLAN FOR HEAVER - SM TOP PLAT! 2x4 Q!XTWV HEADER IL NA PLYWOOD W lOd JOTS All Pl0dM TH W PAAM!lLL,� - 4 OZ. TOP � fYtM SMEAR • WL STRAP PLJ�TC Od - 4 MIN. L.00.ATION SHEAR tNT�D TOP s OOTTOMM WAI J. ... . HAL SmarrING TO ROOF PLYPIP. SHIT. 81.0 *0 SHEAR WALL JOIST SIM PSON MCTAL MiOItlZONTiAL H E ACOR 4 OZ. !A` r , xE NOTES ON Smarr SI FOR How TFYWTM�WL 24 y�L 2>c M�OC/CNii �c �JOLID IM.O�GICpi p 4" HOIIIZOHfT'/1L SHEAR �L �/1LfR/V� WAY M. NA.lii • CV 2x 511JDS A64 ISI FOR ..101ST • DIAPML MW E!-Iid NAZL'� TO AMROlJMV �� - M�OW PLDOIt JOIST s PLOiOR NOR SHEAR 1'1ALL NAIL STUDS IW O O. rs 1&1 - b• O.C. Maolelz �MeAws RIM JJOMST R, � PLAN / (DOR ® Wu"W 0' OR RAT '� Oft OLK IOd • b• O RaOP • 24 OZ. (2) 294 NLCC400 O"1/ S - Od IMLS WO L 9M�lATF� . RIM Joan / OLOCH INTO ILoclKLIii ac BLIO�GKMri W pLLf%A.M GI" � _ �� 0) IOd • O�G. s TOP). 2K HIAIM.I:Lt OR VIM JOIST OW04KJ!JMI - i AK d I'M'AM � I tPOR P-b•) - TYM. • 2x OLA)DO G Mid - V OZ. I I "S!lSOIC (OR 21 vv 9-lid IMRO �J. TYP'. EAGN em NJtM PSOIW 4aM - S!E PLAN WAN= HOLl7i" � am Hs SEISMIC CLIP ac !,POCKING JOIST s PLA Mk SEE NOl s • I'Jr O .C. MW W 24 - 1 d HA" SUM" AT EACH 7"M W/ S-Iba • NALE'D WJ01ST 9Y MAJC �MNTb S�SOLID :s - • b' O�G. !J` MAD (OR HD2A,1- ..JOIST s DIAPHL lid - Cr OZ. _ . TOP 1RJhTi _ T t� NOR TYPICAL SHEAR MW LLS s HORIZONTAL tea: FOR MIC,AL SHMJ*AR ,"iN.L, HHORtZONrAL ! FAR TYPMCJIL.'JMEAR rwALLS s nOlntaltrAlt. IZ I CC v Co : ? _-J AN CE o1MFiR/�.MIM NALMMii Slat NOM NALIMIIi w� ift !SEE Holm � lRoMR TYPIC�IL. SHEAR WALLS a HIGRIZOl1TAL. � FOR TYPM�3Ai. �t MALL. , 0 MOMZC rAL 04 GOVT. nlA4stA6MM NAL1Mii SEE NOTES . FOIiD✓t►T'10l1 SHEAR Si -SEAR Y�lAL..L OFF�.�ET SHEAR WALL OFFSET ' 1 3 O I' lNA1eALLli TO Joe" I � et�aOR .JOI+� T17 exMMS1MML WALLJ I b MIS" �AMo WALL' -' $M. I 1Yf'. c - $1�. �iONFI. 1 8 LA RESTRAI1�iT PANEL. I Q ��EGTiON ± �woPPSea MaseAMu tRiOOF PL.YWD. �_ �" LAP sHEA►TMIlaH6► OR PaeovMDE ; ,.� ` � -, ►r ' � . ` • -- AW PLAT • '.lIZ'' OZ. .. _ 2cb ILK* KW rN 0) Mid • Or OZ� �c6 O RE Q'Y! ONLY • 6M HOW VL SHE/►T1MlIb HOOP) METAL ROOF DiAPHRAAOM � 001W METAL STRAP NALS W26 - tOrd 2x SLAXACM RO 4160' deE FLAW NAILS AT 4s • 4'-O' t. �� M!l TOP PLATE MTL Hi01VI0M BEAMA70LBLE J5T. !'IEAWDiOL�.E JST. SEE PLAN Nor s"0101 (13) - lad sm - PLAN (6) - bd SIB - PLAN aW HOLES A CZ.AIoTY O.C. on Ace ieAM�� 9 s - Wd • Ir ot. ca TO PER PL AN I�ALi. MAOL • SPLICE - I/2'�4 N ' ab SOLO 01.00100 HAAS • T OZ. OPE.SAV*4' MALSIi- Sm 4'•O'' OZ. d W W Od COOLER HALO JS • T O Z. NA J 1 am - W Z* At >S!! a.HC1ir am PLAN T PWALLW MAT OVER THE OEIS STRAP am M SHEAR DETAIL, MIL STRAP � PLA1i PAR 1EIC lid • b' OZ. TOP PLATE TO PROVOS A UNDER 0) JOISTS/ 94 FOR TMrPL. JJ6T. A !. FLAW 1 FOR HM 1 ART R1�D. 1" "ALSO SUPWAM OP dry SEE ".API Zac 91W VV" � SUFIVRT I= Sr}EAR 1'W.l TYPE NAL TO ALL M • C M* M SK I V" ! 1 wAL.1141G SEE SC;HEwLZ M:1rJri AND OP M'a. �' iiET111i 9110 NC L VA" SCHi'Ja1A.c PGIR AMD01T101�LAL SM1'b. 2I rl t 2 col DETAIL 2 Irrr. �oLDOrw DETA�4lL. ALT. M TO ROOF _c cO�EGTION 6 TION obc >LIC1i` J!d • i' O Z. r " P- ,� tiV SHEAR rte"- • � °,� � 1111.0c am am ft"* 2a� s11D Py" lS.AMf Iii/ • C Or.. ed wAls • r o� `tW 0.4%& W 2K euc. W O&W OA& ry at sum. W lad x z' LOW R Ot P ro x 16�- W � AM • b• Or., • b' or..- - " • be DZ. • W 04, ,� LAP 11HEATH�s OR LAPP eLaac • • V o c_ we ac MaLr = • > OR PISOVMCIE AI'm AR "am arc ar w�i� AW • •- ai OL.a CKM OR "OUP cm roR C1.0 #Nam NIA& A / vest CLV APIR& a . 3e ssAa.ED o ` er s� - o� �'' ► low o a� PL Jlsc 40R TMlrss sip► • W o � Od &M �dTY OF 1�iIL,M� • r oz. Irlild • b• ot. INK CHOW • r ac. �wINMS • Od • 0' _ ac ,ER, �.T JUL - -ADM at PL1t JMJAS. 1 - - - - - at IayO • r QC: EAR OWFAR Mir • s• os P�/T T o Arm Ar 1 � is "La .mod �c ILJI<,11. AWL - sc Z• L9M a sae •rod~ • •' r • r OZ. To PLYlp TO i s � � awtit s� Pr..s+r aR \�Z r�► °say. P► w► .. ,� wK c.r�1MD _ JoM ar VIM oR RAAa a1ct� c sum RJR Jws► I= owa a& 4:11 ar os. lase. snip OLD=* "sILE - ; wale •krm e+seiLJwi o1a.�r1 slwir Maws art AIr wulw �► w w - e�► so ,,,..I,,,s w► w MSt Sam Pp" IOIc lMMMt PMNL : an pis 'a 2. aG M *10R �OaR ASr RrAA ME PWL • 4' or. IW MW Gaels - NP&MW = MID Jaw a ROM PLT. Od • r 06, 9 44 sm� z M� ar • r ac. M MaM ! G�OI� Pyle PM PLM 2 SW:W POLL TO 11i�96� / � (MILL P TO T"4 WGTM �1�E�lt OET�1�. vvM qwp CD z I f R i 46 su�:lvu�t dft iii SP C40 S��rool� 07*4 r To Haux law 511��l�'bOf�i �O�OO C�1TALrO�i - NW-rMt VALM FOUNDATION LEVEL HO HOLDOM STUD FASTENER ANCHOR GAP DETAIL TYPE TYPE TO STUD BOLT KIPS NIMBER 5TH06 ( 2X- (24 ) 16d _ _ - 2.51 STHDIO _ 26) 16d 2.44 STHD14 (2) 2X_ 16d - 4.43 PH06 2X_ I6 1/6' • 5.86 PH06 2X_ 24 T /8" m 6. HDQB 4X_ (20) SOW - 7/60 0 8.93 HD IOA 4X_ W 1 /6" • 4.54 M014A (4) I" ♦ 1" M 11.06 1-1/4 d t III SPONM SM��lSOli 67"9" TV NOLckwo +l�SOfi 7AOd CxRTAL+Oi - H&44O R VALE OTHER LEVELS HD HOLDom STUD FASTENER TIE GAP DETAIL • TYPE TYPE TO STUD TROD KIPS NUMBER C518(36 2X_ (18) IOd ... 1,21 (2) C520(36 (2) 2X_ (1 bd EA _ 2.01 (2) 651606 ") (2) 2X_ 16 IOd EA 2.54 (2) C516(46 (2 ) 2X_ 26 bd EA 3.30 MST72 3X... (56) 16d EA _ 5.60 (2) M ST46 (2) 3X_ 4 16d EA 1.63 (2) MST60 ( 2) 3 X_ (46) 16d EA 6.42 M5T12 3X_ ) 16d EA 11.60 HDlS I' l 5/4" • 15.90 HaLvam !!O= NOrT!!S A,) MINIMUM CONGRETE COMPREWE STRENGTH TO BE 23 K51 (112 MPa). 8) REFER TO MANUFACTURERS' GATALO66 FOR MINIMUM DISTANCE TO FOIUNDATION CORNER G) REFER TO MANUFACTURERS' CATAL06S FOR MINIMUM BAGKIN6 MEmom SIZE. D) REFER TO MANUFACTURERS' CATALOGS FOR ANC -HOR BOLT ENNEDMENT DEPTH. E) P05T5 AT HOI.DOYW: 2X i 4X (S& #nX i 84mmX) _ _ _ *2 OR BETTER 6X ( I40mrnX ) _ _ _ 01 OR BETTER F) THE ANCHOR TYPE HOLDON*45 AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOK TIED BY A THREADW ROD. 6) USE 5TH08RJ FOR STHD6, STHDIORJ FOR STHDIO, AND STHDI4RJ FOR STHD14 N4HERE RIM JOISTS ARE INSTALLED. ( THE STUD FASTENER FOR STHO'S SHALL BE 16d SINKERS. (i) MINIMUM STEM WALL TO BE 6' WIDE FOR I -STORY BWLDIN&S, 6" NUDE FOR BIUILDiN65 NAVIN& 2 OR MORE STORJES. waft omme raam mac. ytALL dR III SPECIES V*m SHM47MMIb W IOd OOX SHEAR WALL WSE ANCHOR BOTTOM RIM/9L.K TO NOTES SW SHEATHING NAILING DOLTS PLATE TOP PLATE SHEAR M THICK (SIDE) (IN 06) (IN OC) (IN OC) ON OC) (KLF) I "1/16' 058 (1) 10d • 6 5/6' • 48 I6d • 5 A55 • 24 W/ 12 023 1 2 IA6' 058 (1) IOd • 4 5/6" • 32 16d • 3 A55 • 16 M/12 -8d 034 1 3 1/16' 058 1) IOd • 3 5/6' • 12 16d • 2 A35 • 12 m/12-6d 0.45 155 4 1/16" 058 (1) IOd • 2 5/6" • 8 16d o 2 ASS • 4 mA2-8d 0.60 155 5 IA6' 058 (I ) IOd • 4 5/8' • 24 2 -16d • 9 2 -A35 • 15 m/12 -$d 0.10 1--6 6 1/16 058 (I IOd b 3 5/8' • I6 2 -16d 0 2 2-A35 • 12 w/12 -8d O q0 1-6 1 1 IA6 OW 10d • 2 5/6' • 12 2 -16d • 2 2-A95 • q m/12 -bd 1.20 1-6 SHEAR VV" NO'TL'!J NO'TW (A"ILY TO /ILL. SHWA WAJ.* A) FOR RATED SSHEATHINS PANMA SPACE NAILS 0 12 IN (505 MMU O.C. ALONS 1NTEIRNEDIATE FRAMING . B) BLOCK ALL PANEL EDGES YWTH MINII`4JM 2x (51 1 � "1) HL.OGKINS. G) APPLY NAILIN& TO ALL STUDS, TOP AMID BOTTOM PLATES AND S OGKIN&. D) FRAMING TO BE A MokXIMLJM OF 24 IN (610 1. "V O.C. E) FASTENERS SHALL BE DRIVEN F JJ5H1 MTN SUIRFAZE OF 5H•F kTH IM6. F) PROVIDE SOLID 91 OGKINS UNCMM THE SHEAR AALL5 AT Ti�E DIAFfl-RA s 0-15 TO DATE THE BOTTOM PLATE ATTAG twt34T. 6) OFFSET PANEL. JOINT'S ON EACH SIDE OF "ALL MINIMW ONE STUD BAY. SFUC4 1. MOM Rost SIEA R IVU.S (MMY TO JO W.LS GIPWWiGALLY NOTED) 1) APA RATED SHEATHNNS EXPI / EXP2 / EXT OR G-C / G-D / STRLJGT. II PLYVl OD. 2) PROVIDE 3x'5 (76 MMV AT ADJOINING PANEL ED6E5 MV NAILS ST . S) PROVIDE MIN P4JM 3x (76 MN" BLOGKIN& OR JOISTS BENEATH BOTTOM PLATE !'NTH BOTTOM PLATE NULLS STAoSePERIED. 4) POLLS WITH GREATER THAN, 035 klr USE A M KI4 04 OF A 3x SILL. FOR P%%.L5 FOR MALLS BETYWEN 035 AND Ob0 klf, A NC.HK7R BOLT SPAGINb HAS EEEW DEGREASED BY 1/2 &GE 2x ). 5) FiiAMN& TO BE A "W KM M OF 16 IN (610 M" O.G. FOR SHEAR WALLS I ANt7 2_ 6) PROVIDE WAR -INS AT ATE S PORTS THE S , E AS E )SE NAHJN& IN SHEAR 1KAL.LS THAT USE 6M (SHEAR WALLS I ANLD 2). "7) FOR SSrCAR 1NAL.LS 2. ':, 6, AW 4, PANEL JOINTS 5Hft.L BE OFPSaET TO FALL ON DST FWAI- OR FRA?4N& SHALL BE 3 NION'/NNAL_ OR THICGCIER, AMi? NAILS ON EACH SIDE SMALL BE STAw56EfRW. a.��a.....a..7.R.c. R M j T SCALE : VV * 1'4' 5MR9 NOTES A j S D 117- 1. PoR M oklIMI AL 51R PLEAdE � SHEET w_ !. L ATt'lR & AIGI LYM FM 10M M. METHOD *VC). #ISHG ZiOM ��' SLIf"�Oi1i ST1tOlib TIE GON NWTkX S FM CATAL06 C.--20M. item LOrAT101�6k 1'E1[ 20rOd MG, 96GTIf�N Wt AT /V.L .41GH1M DOLT • LAY.. �1L. �y s S. BAoiG rww grew _ Mm E70lOEilA�E C^Ieocw *A 5 SOSMG WINE *X t,_, 4. '1lBRJT/IR1' L�OMiDli" JWCWI: ]Os VIL • 2W LL * 480 TOTAL R+Oom as VL • 400 LL • SIM TOTAL !k ALL PRIME MULLAH► To S^TISPwif GililllrMpt m MCI, LOQGIiG ALL FL1rPCXM MOM ALL im moot MU ED !FILL od ^T V OZ. 0=40 AMP Cr 0.& 0110 UNLIM NOMM Tvp a. go :b SmAr #CLp gem 1 LQCATLIAI • Oi0L1lD N w in IM S EM lMLL LOiC/►TiA1 ,. VIALLS MTH 6IlE!►TtR ?FAN WO MLP 111=1101111E A M GKM OF 'Jrc iE940M AT /WTT*!b PA&M ZVdM AM 94.L MR.A►TM pM p%%.LS !'E1f!'Di 'J60 AM GOD Mr. AIi1GH m OOL.T SPA AM "A!!5 Imm T�GI OT' V2 AM 2K . OC TAI WE 29a.4 10 ^T ALL CZMM LOG^TIOW PLACE SIPIAP MOLD so TFM►T 4k or BOLD pcm is w N F" CM GpIV0101% TVPW,04 V*W A Oo.E SINAP to . PLACE 90 ?EMT OW STRAP C IB W M Mpkw GGIa m TY!! IL AT ALL 'LACE STRAP MAD Igoe I s0 1FMT E or MOLD DiAM IS i- w AR PWA04 mom or Tvpw, *L pom Al vahill" S1RJ p is 1 - ,MIw. PLAM 90 1MMT Oo STPIAP E a l-w M ppo" mpm or apoom TT! Q ^T A" OcA! AILLan 1-6w TO S Aft "w" XXXIM, wmM apolow lrliQl 15 24W !'11119W t7O0R 2 � AI PLA HL im ALL am I" I= ! vw- A!!1 A DamE slow O . ti 1 ik , ? CMCFTt LA JUL -6295 flll� coom wo I A i `2-3� r � R - -�+.� +f- ��►. +.r � A+'+7r� ^a"�.w,w.�! - •�.'�'�"' .�.�� sT��r ^+^c'w•�"�1�r �ar�. •Cti • to O NO N z 7 l �ta�e oil Ib 14 HOLD" iR. III 91060 ! 904p um OTPW W To HOLD" 6014"m 20M - ND4-PW VAi M FOUNDATION LEVEL HO HOLDOM STUD FASTENER ANCHOR GAP DETAIL M TYPE TYPE TO STUD BOLT KIPS NIMBER STH06 (2) 2X_ 24 Ibd - _ 2.81 STHDIO 26 Ibd - - 2.qq STH0I4 (2) 2X_ I6d _ 4.43 PHD6 2X- 18 053 5.66 PHD6 2X_ 24 D53 1/6" • b.13 HOQ6 4X- 20) SDS3 1/6" op 833 HDIDA 4X_ W 1 /6" 0 0 154 HD14A (4) In • I" 0 11.06 HDIS (5 1" ♦ - • He Lck7m 6R III GEd 6*48am sip TIE HOLZOM 504pom a0m GATALOib - HEM-M'IR VALLE:S OTHER LEVELS HD HOLOOM STUD FASTENER TIE GAP DETAIL TYPE TYPE TO STUD ROD KIPS NUMBER + G5115(96 2X_ 18) IOd - 1.29 (2) 052006") 2) 2 X_ 16 6d EA - . 2.01 (2) GSI6(W) 5_ 16 10d EA 2.54 (2) G5 ") (2) 2X_ (2b ) bd EA _ 3.30 MST72 3X_ (56) Ibd EA 5.60 (2) MST48 3X_ (42) Ibd EA 1.63 (2) MST60 2) 3X_ (46) Ibd EA - - - 6.42 MS T92 2 3X_ (56) Ibd EA _ _ 11.60 HD15 X_ I" ♦ 5/4" • 1550 faOLDicm NO�Ttb N0r1'!!S A) MINIMUM CONCRETE GOMPRESI VE STRENSTH TO BE 25 K51 (112 MPQ). 5) REFER TO MANUFACTURERS' GATAL06S FOR MINIMUM DISTANCE TO FOUNDATION C-OR 4ER G) REI TO MANUFACTURERS' GATALO&S FOR MINIMUM BAC.KINSP NCR SIZE. D) RE 9ER TO MANJFAGIIJRERS' GATALObr FOR ANCHOR BOLT Mole EC NIENT DEPTH. E) POSTS AT HOLDOWN: 2X 4 4X (3&nmX t 84fffn4 - - - 02 OR BETTER 6X ( 1.40mrnX ) - - _ 01 OR BETTER F) THE ANCHOR TYPE HOL.DOMNS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE SELOK TIED BY A THREADED ROD. 6) USE S'THD8R.1 FOR STHDB, STHDIORJ FOR STHDIO, AND STHDI4RJ FOR STH0I4 V*4ERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR WHIPS SHALL BE Ibd 5 NO RS. (I) MINIMUM STEM WALL TO Be 6" WIDE FOR I -STORY SUILDINGS, 6" WIDE FOR BIALDIN&S HAVING 2 OR MORE STORIES. aoaa � Mates m SHBW rv" sR IN SPEMW -1 w W lad BOX SHEAR WALL EDGE AN R CHO BOTTOM RJM/BLK TO NOTES SW SHEATHING NAILING BOLTS PLATE TOP PLATE THICK (51D'E) (IN OG) (IN OG) (IN OG) ON OG) (KLF) I 1/Ib' c: (1) IOd • 6 5/6" • 46 Ibd • 5 A35 • 24 Y V 12-8d 025 1 2 1/16" 058 I 10d • 4 5/6 Ibd • 3 A35 • 16 w/12 -8d 034 1 3 1/16" OSS IOd • 3 5/6' • 13 Ibd • 2 A35 • 12 m/12 -8d 0.45 1 03 4 1/16" 058 10d • 2 5/6' • 6 16d • 2 ASS • 4 mA2 0.60 1 5 7/16' 058 10d • 4 5/6 2 -16d 0 3 2 -A85 • 15 m/12 -- d 030 1-6 6 1/1b' 050 (01 10d • 3 5/8" • 16 2 -I6d • 2 1 2-16d 2 -A35 • 12 m/12- 1 0.40 1-6 1 1/16' 058 10d • 2 5/6 1 2 2 -A95 • 01 m/12 -8d 1.20 1-6 �R/1L NO= (A MY TO A" SHEAlt V44LW A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (30" 1"M) O.G. A ONS ATE FRAMING N8 I ER5. 5) EX OCK ALL PANEL EMES WITH MINif4JM 2x (51 MNV BLOCKING. W APPLY NAIUNb TO A{.L STUCK', TOP AND BOTTOM PLATES AND EIL00QNS. D) FRA"NIG TO BE A MAXIMUM OF 24 IN (610 t-" OZ. E) FASTENERS SHALL BE DR1VM FLi15Hl IMTH SURFACE OF 51fATHIN&. F) PROVIDE SOUP 91 rKJ UbIVER THE SHEAR Aft.•L5 AT THE CHAPI P~15 TO ATE THE BOTTOM PLATE ATTACA*4ENT. 6) OFFSET PANEL JOINTS ON EACH 5IDE OF WALL MIN IHUM ONE STUD BRAY. OPWAL. MOM rhR SHBW V AIJ.S (M LY TO MLL,S 6!"eG!'l0r# .Y NO 1) APA RATED 54F.ATNING E'I / ExP1 / EXT OR G-G / G-D / STWJiGT. II PLYIr'IOOD. 2) PROVIDE 3xS (`76 t AT ADINN JOG PANEL �6ES W/ NIALS STACP61EIRM. S) PROI APE MINIMUM 3x (76 11" BL.OGKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA66 ERM. 4) IK WITH SOR ATER THAN 035 kW USE A MINlt)M OF A Sic 5111 FOR VV"S FOR WAA.,LS BETV41E N 035 AND 0.60 kW, Al CAOR BOLT SPA44Nfa HAS BEEN CAREASEP W 1/2 ASE 2x 5) FWA"N6 TO BE A OF 16 IN (610 1 O.G. FOR SHEAR KAL.LS 1 AND 2_ 6) FW0VIGE N AU JNfs AT i ATE 51JPPORT5 THE AS EE*E N AWNS IN SHEAR WAL.1.5 TKkT L 5E 6M (SHEAR F64"S 1 AND 2). 7) FOR SHEAR WALLS 2.7. 6, AND 4. PANEL JOINTS SKA L L BE OFFSET TO FALL ON DIFFEI?�T FRANANb OR FRAMO S L BE 3' NO"WAL OR THIC•KMK AMP NAILS ON EAG44 SIDE SHALL BE ST A66ERED. Now mmommomm W& ^�►+.•n�w.�a.. .��. "��e r�..---- -�w.+� .... _...�.w+•+..�... �...s^- , a•.aa�•��. a.�r...+�w -.�. mm . -..--N► .� • . 0 SCALE : Iw a v-0' r -- -J I I I 4 � I. 1 " - I z D - = - ,. PM w►TMAd. ST1ssTI�, PLEASE am s"wr •1. d L > I. LATeRAL. A10L YM PM 20010 M.1fTii0O 100). SEN1 NE ZO 904m im STR M TIE c0cmeaGrume PM GATALOib G- 20019. a- PROlvm THWK 577 /fit AT ALL ANICAWK DOLT LOG.ATU MW PM 20M M. MOWN 2'Sr -9ft!G . _ __� -Ioq 'M- ' ' L S. DA61IG pow spew IP444 s d 4. T11111MAW AL dMMMM� Mt0+0l4 2W OL • 290 LL • 4W Ti7TAL KOM 4P OL # 410 LL s NIP TDRAL •r11L.L'S. MP OL + ---- -- • IP TOTAL. 5L ALL MWC 1114L20 'TO S^TW "r G 35 WC, 0LAXK ALL PLVPWW EDGM ALL E [1a10R SIID/►lli M LEP PWM 101/ ^T W OL, dZXW AMP Cr 046 04!1V VNLE I11171W TY1! 6�. � 0�1!!S S1R/M' Ida iIAM L+Or./►TIOM • tl!!Ib!!.S �.1l�O DiA'S1 IrOGA1tA1 ODOM Sam POLL L�,AT1A1 IdL rlA LS row 611ErR1!!R TWX WO PL F !!W=W A Fli~ OF Sc F04M AT /1611lTIlM PAIW lD+6M AM SLL PLATM FOR r1ALLS !E"rF� SW AMP 6W PIP, ANCHM IPOLT SPAG41M WO �1 er W AM 2x . M TAILE 253L4 I0. AT ALL GOB LOC,AT101 PLACE S1R/M' MOLD Di01"M SO TNiAT 4k OF MOLP Di0r61 15'.t' N MW4 G4I11IWK TYPICAL. A01 A DOUBLE lJ;T1t/1M 15 . FLA" So 1IM►T Dom► SlW. lP E Its or N FROM CAMIM M TIP 6. AT ALL frfl�l L�OiG�►T101ls, PLAGUE STROW HOLD VON 1 90 TINT 4L Ir "mv DAM IS I-w 011► ram mm Of apsew TYPW.* IL. "WI4 A OICJI111" SWAIP 10 . PLACE 9011NT so 9"tw 4L Is 64W a room mm or TIV. CL AT AiL DOOR LOC.ATUA4 ALLam 1-*w To 5/RArC "W" > cxm gloom apmew poem is 24M !"lillim Do= !Dm A1'LAN L 'NUMB ALLY M r rcot DOOR r"040 rom A DBE li1Rpp 0 VL/+CE SO 1wx em S1Aw 4L is I -W M "to" M111111011 GrOum TY! 2 �►5 � Qn M�" JUL D tj -Z� ft 40 �6 lit S3 w � Is EC%N 1. 1 PF IF D05 -0230 35mm Drawing #1 i ?-ta C, 4/*/4 ` f f � ! J { 1� / 7 -0 Ao C) C) C APR 0 4 zoos mar cEWER r I ICI i �I f�I`i Inch 1/16 1 x II��ILI�LIII�LI�I� .LlII�IILI�illl�lll.l.�l. I ' 6 I(II�'II II. I IjI I�II�I .IIIIII�IIIIIIIII�IIIII