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Permit D03-387 - CASTILLO RESIDENCE - NEW HOUSE
CASTILLO RESIDENCE 13355 56 AV S D03 -387 Z • 1-1 - U; O 0. N0 W = - H W O. u_Q. co � W Z= 1-0 ZI- W • o O N. O I- W• W H �. u"O iii Z. • =, O H- z Parcel No.: 2172000155 Address: 13355 56 AV S TUKW Suite No: • Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Contractor: Name: OWNER AFFIDAVIT - JOSE CASTILLO Address: 13355 56 AV S, TUKWILA WA Contractor License No: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1730 SQ FT CEDAR HOME. PUBLIC WORKS ACTIVITIES INCLUDE: STREET USE FOR WORK WITHIN THE ROW, TESC, LAND ALTERING, STORM DRAINAGE, WATER METER W /SERVICE LINE, TRAFFIC CONTROL, UNDERGROUNDING OF POWER, DRIVEWAY ACCESS, WITHIN FLOOD CONTROL ZONE, PAVEMENT CUTTING WITH MITIGATION, AND SEPTIC TANK /SYSTEM APPROVED BY KING COUNTY HEALTH. Value of Construction: $ $159,852.00 Type of Fire Protection: SPRINKLERS Type of Construction: VN Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm JOHN JONES Public Works Activities: N Y N Y N N N N Y Y City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CASTILLO RESIDENCE 13355 56 AV S, TUKWILA, WA CASTILLO JOSE & JUN 13355 56 AV S, TUKWILA WA Address: 4908 22 AV NE, TACOMA WA DEVELOPMENT PERMIT Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 100 c.y. Fill 100 c.y. Start Time: End Time: Private: N Profit: N D03 -387 Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: Phone: 253 952 -2535 Phone: 208 869 -4783 D03 -387 04/27/2004 10/24/2004 Fees Collected: $3,465.89 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public: N Non - Profit: N Printed: 04 -27 -2004 Water Main Extension: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: N doc: Devperm N Private: N Public: N ** Continued Next Page ** D03 -387 Printed: 04 -27 -2004 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: fl 2'71. ,(( Print Name: (Lt4 J This permit shall become -r(ull 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. D03 -387 Date: -' 7 - 6 V Printed: 04 -27 -2004 Parcel No.: 2172000155 Address: 13355 56 AV S TUKW Suite No: Tenant: CASTILLO RESIDENCE City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Permit Number: D03 -387 Status: ISSUED Applied Date: 12/19/2003 Issue Date: 04/27/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 13: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 14: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 15: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 16: ** *PLANNING DEPARTMENT CONDMONS * ** doc: Conditions D03 -387 Printed: 04 -27 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: The eaves may extend only 18" into the yard setbacks. The side yard setback on the easterly side of the property is only the minimum code requirement of 5 feet, so the eaves cannot extend more than 18" into the setback. If you have any questions on the condition of approval, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 21: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 23: 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. 24: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for final approval prior to start of work within the City right -of -way. 25: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 26: Permit is valid between the weekday hours of 7 :00 a.m. and 3:30 p.m. only. 27: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 28: Any material spilled onto any street shall be cleaned up immediately. 29: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 30: A bond in the amout of 150% x cost of construction within the City right -of -way made out to the City of Tukwila for possible property damages caused by activities. 31: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 32: 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. 33: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. doc: Conditions D03 -387 Printed: 04 -27 -2004 vvr 'ci s+73c:ah Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 34: 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. 35: The water meter box shall be located within City right -of -way at the property line. 36: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. D03 -387 Date: 412 Printed: 04 -27 -2004 Site Address: Tenant Name: Property Owners Name: Mailing Address: Name: •JON JONES Day Telephone: 2S3 - 6 152 - 2 S35' Mailing Address: 4q 0 8 22N kis NE. TA-CQM City State Zip E -Mail Address: 6U ` ILP ! VE C4L4 Fax Number: 2 j ' q -2 ^ 2 F - 1 Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: nk Expiration Date: h � q * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Mailing Address: City Contact Person: VACS 1/1 E -Mail Address: (USSlo d? iAtickadit 1 e-S • COm .:.ENGINEER OFRECORD All plansiinust : be wet stamped by Engineer of Recori Company Name: ANDE"tQ71J - PENTITIN 5"POC A2AL SY 6(V U iC CwIRAGIN cr1 Mailing Address: 3 t Co 20 2.3 R,c ME" S StA 32 ( f lr WAN] t g003 City State Zip Contact Person: Day Telephone: 2S3 `" e(f t -- qg 2� d c avcierC ►" E -Mail Address: \applicationa'permit application (3.2003) 3/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter 81vd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 1335,E SC114 AVl= JUN CAsTILLO a•Im . JOSS CAST U 133{ss FC AYE SO 1314 1 <SIN \re 4qo tJE JOHN JOReS Sul Lr)tsi slaves@ }(OV4fatL.6 45s Lme totckHOGrow k uJ D N (? 'tl,3 Page 1 ��rV!4t*1t;;e MA kwI LA City City King Co Assessor's Tax No.: 211200 - C TS - 0 \ Suite Number: ►'l k Floor: 110, J b SE CAg ► LLD New Tenant: .... Yes Ei ..No 2Cy_ - g 4` c? 3 State Fax Number: 25 3 • ciS 2 - 24-'1 1 CG41 Fax Number: 213 - q(4-1- efq 3� aS Zip WA 9V1-2 k/A qXq 2Z State Zip Day Telephone: 2 S3- 253 S' State Zip Day Telephone: 2 I - 2G33 Fax Number: 4 - '�- 'CQ36 Valuation of Project (contractor's bid pric..,: $ Z20 Scope of Work (please provide detailed information): ,c)e.z,) Will there be new rack storage? ..Yes X.. No If "yes ", see Handout No. PLANNING DIVISION: _ Existing B. ..,ing ion: $ r �1'owe_. e-5 :, Q/ for requirements. Provide All Building. Areas. in Square Footage Below; l 't;_Floor 2 ".° Floor Floor, .: Floors thru: 'Basemen Accessor Structure" Attached Garage Detached. Garage Carport -Detached:CarpoiG Covered Dec Uncovered Deck, Addition to .' Existing: Structure iagG Y J7 Construction peri3BC Typeof,::; Occupancy per Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 5 X 2 � *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: JC Compact: Handicap: Will there be a change in use? Q ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ..Sprinklers ❑_Automatic Fire Alarm ..None ❑ . Other (specify) Wi l there be storage or use of flammable, combustible or hazardous materials in the building? ❑..'Yes 121..No If "yes", attach list of materials and storage locations on a separate 8-1 /2 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationslpermit application (3.2003) 3/2003 Page 2 .t1.3,.wuAwYn t'u ?.iaS ir+c - * S ibzx?rar•. f (P1Bl al . S. L?` 1F�F. ,T 2:1-N'x :t;+il V+,x {; . troli w4. ??:;' "',a..r.r, h ,.:...-4.';', + °`- 'xr +,,,y r ` S< Scope of Work (please pr ide detailed ii. 'nation): /) ell/ C e c I " me (A/s W r District ,/ Tukwila ❑... Water District #125 . ••. Water Availability Provided Sewer District 146 ❑ ...Tukwila 0... ValVue ❑ .. Renton ❑ ...Seattle ❑ Sewer Use Certificate ❑.. Sewer Availability Provided ❑ .. Approved Septic Plans Provided .Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. itted with Application (mark boxes which apply): . ...Civil Plans (Maximum Paper Size — 22" x 34 ") • .Technical Information Report (Storm Drainage) Bond 'c(.. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours .Right-of-way Use - No Disturbance ` ...Construction/Excavation/Fill - Right -of -way Non Right -of -way %, Total Cut , � 16 ,Total Fill 116 \applications \permit application (3-2003) 3/2003 cubic yards cubic yards ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ Frontage Improvements `(.Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water `J�...Permanent Water Meter Size... In- 0 ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ lease refer'.to:Public:Works`Bulletin #1 for fees and estimate sheet. „ ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line "( Ptit.K,i.ti- k » »$ „ Call before you Dig: 1-800-424-5555 WO# 52- 4- c �. WO# WO# Private Private n.4 Page 3 A ;7v. /756 sr ,> 77c4 rvi elt ❑ .. Highline 1I' Geotechnical Report .. Maintenance Agreement(s) Work in Flood Zone Storm Drainage ❑ ...Renton raffle Impact Analysis ...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ Channelization Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line 0 ... Water ❑ ... Sewer Monthly Service Billing to: Name: —MN CA' T I LLO Mailing Address: 13355 5 01.1 Water Meter Refund/Billing: Name: J jL CAST" l LLio Mailing Address: 13355 HCA13 Aye Number YE Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment SO so IAA VW ILA City Day Telephone: 208 - Wit - w/a gg1"l 8 State Zip Day Telephone: 20g" -- 4-1g3 'titavtL.A WA g City State Zip :Unit Type ': Q t y: :Unit Type::. :Qty• • .Unit: Type : :: ,. Qty .Boiler /Compressor Qty . -; Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU - Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic t ' -, .5 ; : %!; : i ...rs:•J; : • ••. Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind . .t` MECHANICAL CONTRAT Company Name: Mailing Address: State Zip Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be preseitedat the time,of permit issuance ** Valuation of Project (contractor's bid price): $ f � 600 Scope of Work (please provide detailed information)): Ai .' V lied /T [)4 c /1Jr'Lr> -S J / 7 , 72 /- '-� /" .� / -C' , BUILDING OWNER OR AUTHORIZED AGENT: ��d 3 Sign Date Application Accepted: 42—/ Mailing Address: 1335:5 � 1rJ A`[ Napplicationslperntit application (3.2003) 3/2003 R INFORMATION Indicate type of mechanical work being installed and the quantity below: Signature: - ;; Print Name: Page 4 • i Date Application Expires: City Day Telephone: Fax Number: Use: Residential: • .New .... Q Replacement ....Li Commercial: New .... ❑ Re lacement .... Fuel Type: Electric Ej Gas .... Other: F LICATIOgNOT 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 STAT OF WASHINGTON, 13 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: /.2 -,9--a Juh .toHN Day Telephone: 2 'li(3 253 ca 2.635 ---mKWtus Wf gign( City State Zip Staff Initials: tS 1`i. ,'.: ;'�>':r: Xd`f,:;'r <: t✓.Y 414'• �� " z'Y. :',.''� 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. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C 14-1 i Lt. PERMIT # : h o - ? S 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General ✓ C O Erosion prevention v 6 Water j Coo Sewer — Storm water - 7 0 Road /Parking /Access 2.,2_ 0 o A. Total Improvements 2.c 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 021 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ /3 c7 - (4) 5 - d 5. GRADING Plan Review and Permit Fees $ Z 3 — (5) Enter total excavation volume /0 a cubic yards Enter total fill volume I CO cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 4 ci, The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 1 $250 (1) au. r s as�t:, wr. c! aau 'aatc'7k��rhbl'rN'n�v,FrvRVr.; QUANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per 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 f i PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) $ / (6) 7. Pavement Mitigation Fee $ 53 ' — (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing 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 1B to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 2 I � K 1965 x VU 4 a4 $ 3� (8) iswsss:;" • ... ;si;...r..,.;•• PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUr WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent *"`` D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 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) E. Duwamish F. Storm Drainage Mitigation G. Other Fees / $ $ $So Total A through G (SC FCl . .._.._. L-11- 1) ! S a , ( , ESTIMATED TOTAL PERMIT IS A'`VCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 by Total A through E $ --' (9) 3 $ l (10) 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. Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2172000155 13355 56 AV S TUKW CASTILLO RESIDENCE R04 -00497 SKS 1165 JOSE T. CASTILLO,JR TRANSACTION LIST: Type Method Payment Check 611 BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN•REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/342.400 000/345.830 000/344.101 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,351.55 Current Pmts 1,329.75 37.00 23.50 646.80 180.00 130.00 4.50 Total: 2,351.55 D03 -387 APPROVED 12/19/2003 2,351.55 • 03'76 04/27 971.6 TOTAL 2462.69 04/27/2004 03:17 PM $0.00 Printed: 04 -27 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2172000155 13355 56 AV S TUKW CASTILLO RESIDENCE R03 -01521 SKS 1165 JUN CASTILLO TRANSACTION LIST: Type Method Check 40263495 PLAN CHECK - RES PW BASE APPLICATION FEE Description RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,114.34 Current Pmts 864.34 250.00 Total: 1,114.34 D03 -387 PENDING 12119/2003 1,114.34 12/19/2003 03:17 PM $1,334.25 5 11/23 9716 TOTAL 1114.34 34 Printed: 12 -19 -2003 t.... li.1.:..:wu.V..a.,..:w = 4.u ...c�. Pro'ict: / / Type of Inspec ion: , tog t Ad .e 55 57, Nei ei 5 U/ Date Called:1 ) r/ / 05, "T (- Special Instructions: &LC � - V , lam} I ( i o e Cr eM Date Wanted: �Z /Q� p.m. Requester: Phone Nod 1 < 478:3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X03- 387 pE;. /• �; a (206)431 -•3670 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'IT • Inspector`: --. . Date: uc D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: COMMENTS: -G,-`� i 6 i k F rr)VA i Address• ['� ` I 33 S 5 L A--1) it Date Called: f •• J jc )65" 1• ) I` car trA c A- S - 'r ra tM re n vr1 4 2 Li (j) p.m. roh fL - c I 2) \l:\S 1r m14 •,.', C OLe4--e ■ m\ 4 • , r7 - x s es 9�V. ns x)(X`', hfA ( 2O/1 /rn I f'� !� `, `` \A (1�.(1t to � 1 ('L1 1 T -- r v \Lt I ,. -- ,,; ti �p i in 6 4 M 0 -2 ) - a.\7 • t . rv.I Sk vv,', I, (:,,, , ,-,,, I r0vY'r'( •-• i Cr1,..t• Ir. I ( .1)' ik 4. 4 ( -1 i(v. - 7 c: r Type of Inspection -•. Address• ['� ` I 33 S 5 L A--1) it Date Called: f •• J jc )65" Special Instructions: 6, i 1 . 1 / Eadii ,I�ml bq 1' Date Wanted: (( / /9s I (j) p.m. Requeste : 1 ,. o )/iii Phone N .�u,V/ /f - 26R - 1( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. e l Inspector: < Date: I E-o S El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: IDate: Z W Ce 6 J U 00 co o CO 11.1 -I � u_ W 0 g 1 u_= a = W H- Z � W O 0 O I- W W L I Z UJ U =. O~ Z Project: co4 i0 ,ps. Type of In pection: 7 lour . - - .nv s 6,4. ;c, -„ Address: 1 . Z5 S 5-- 512 k Date Called: Special Instructions: Date 3 — (q a.m. p .m. Requester: Phone No: zs INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �j3- 397 PER NO/ 206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: ) 2 Q r Date: 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z } Z a: QQ � -I O 0 N0 co w J I- wO 2 LL I d w z = W I- • W U � O N O l— Ww H � LI Z . U= O Z COMMENTS: i ) .c C,It N c, 11 l)..P kovj w e rt a 1 r Po r- s-1-ei i r 5 ).-) 3 - 3 / 1 l 1 ht7 k- 1.- d r;.e r- `.f) /no, 4--t r Par s-I+C- c., v 1 4 3 a.\. 31 leAr I00A', rtr c,,,o0 \k" — sop 90 CA CAP ,L__ _ 1 ( AL 1 \ o'l S'3/4- A(kr1 J')L13t1-vV\ '�'� ea 1() �j .. -71 -) f= i1 - 1 f'�1 1 e 11 ti �-t - v c.. lnl l•t.-.1t 3 19) 14 n•-c n-64\ar .S- -e ?) CA I . -e (k t- C`�-Cr C1 i)POtl� C/ko --sv -f ' '\C-Ii {y (100 y\ 04- co uyk ci / { \ 11 i 7 1 .1.. I 1x3 I s 1 on 4n cf I - r o x+ c vv .1 v .. J I P 6J�ct: , 11 6 Type of Inspecti f) -!/ , h. ' �irr ' Addres 1 ;3c> 5 � LP' 4± /, Co Called: - Date Called-, - _3 ( I pc Special Inssructions: - _ s f) , /l , , p f f ( r U? Date Wanted: ' p.m. Requester: \ , • l �4-Z.1 Phone N•• ., -, — g 6 ' L 7 93 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: El Approved per applicable codes. Corrections required prior to approval. M.�ti W3 3,e7 PER (2 06)43 1 -3670 Date: 31�(v5 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: ( ._1(0 t , A. ,C , Type of, Inspection: -.. - fQ7 ., 1 4,44 Address: _ `" '- 755 C- . (. , Q - ? t.", Date Called: r ■. i ii /D) Special Instructions: Date Wanted,;_ W a s' a,rn / Re uester: q Ph7 N • -" `g!„ ...... z..3 Inspector: r g oul A Date: Vt. 0 5 ,2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3 670 Approved per applicable codes. [El Corrections required prior to approval. COMMENTS: V'P(4 S Ytn ti 4 , S . ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pr lect: t \ 1 1 TYPe of Ins •e. Lion: ,t " y, A ress: i Date Called: '. / 0 �. Sp cial Instructions: g _op , )ctiu& Date Wanted: / / � a • P.m. Requester: ! INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: el $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: - Ad , , I ") ) . 1 - ..S(') Date Called: v J / 10 I / --.--, Special Instructions: C O I i i iTi' ,. - iiveci-IA Date Wanted: i;-1 p. ; , i 1 .1.. Requester: • . F) \J7 YIT'S i Phone No: — ti: '''' , ...... . , I I — iizi-ef 1 r (,,...„ f ?,, ...... rl it4A U A. -* ) 1.-- LA-- • 4 :4 Project: 1 ,, / IZJI.:: II . , Type of Inspection: 1 p r .w -ir-i Ad , , I ") ) . 1 - ..S(') Date Called: v J / 10 I / --.--, Special Instructions: C O I i i iTi' ,. - iiveci-IA Date Wanted: i;-1 p. (a.m. -p:m- Requester: • . F) \J7 YIT'S Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMIT NO. (206)431-3670 El Approved per applicable codes. Ei Corrections required prior to approval. InspectoW j( Date: 1 f64 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: < . I I- re LI 6 -J 0 O 0 CO W (JJ W I U) u_ L u 0 2 g 7.3 ti) I-- III Z 1-0 Z I— LL! ui O 0 O CL ) O 1— W u j • 0 L I 0 Z u 1. 0 COMMENTS: 111") 10 y iflU.21,6 r cN. L 3 — r1,n-1 - wt A , . C Iff). -`')Y N¢red (' C (9, t. Date Called: 1r 1 �/ C/ r 1(1 ) ,e -ek ',Gs-1A t� 0 1 x" , (I) ..y/,1,1 ,,...( ti,k rai, 5. Req ue— s- teer-: / / 1t / ' ) c`, I.( CLAj C l (-- Li-- IA A IQ ilrn 01).L- 5 Q. Project: �cls�{ I I v Type ofyspectipn: f 1-4-) t I iiCL—_ Address: 1335] a� A ye5 Date Called: 1r 1 �/ C/ Special'Instructio Cal 1 1 hoL-r e ! Date Wanted: < < l e (P.m) Req ue— s- teer-: / / Phone o: , v6' - `03 —+70,3 qtt etu 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 Approved per applicable codes. Corrections required prior to approval. Inspector: 'l V Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i i { Project: r .,, 1 Type of ris ction: Address: - j Date ailed. S pecial9n3tructions: Date Wanted: ^- // 1 /a;m Requester: i Phone No: • • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. ' /C2,23- PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: //___ L $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Er �ral�a4k�`:• COMMENTS f {' 4 p t ! - • �, . Lt1 ii Addres . " _ Date Called:' Speciarrnstructions: ;; -,, • "'"� :,ti.:.,.. Date Wanted: Ef;m.' Requester: Pli ne No , `; , . •. r'; r- i.,,'f'.. :y�•�gS:. Ya!►'1.'`'. >nc�illt , f Project: (r.. t ik;" I16 G ' a Type of Inspec ion: - • �, . Lt1 ii Addres " _ Date Called:' Speciarrnstructions: ;; -,, • "'"� :,ti.:.,.. Date Wanted: Ef;m.' Requester: Pli ne No , Approv per ?applicable;codes ,, ig ANSPECTION *RECORD -? �,-- Retain a copy with permit " /)t � . _33 / INSPECTION NO. ` PER NO CITY OF TUKWILA 'BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila;; WA 98188 :` ' (206)431- 3670 Correctioi s:recjuired:'prior to approval. $47.00 REINSPECTION E :REQUIRED.. Prior to inspection; =`fee mus�.be -- paid at 6300 Southcenter Blvd.,.Suite 100.,Call to schedule'reinspection. Receipt No.: Date: • COMMENTS: ` 'i- {'''1∎W'l. .r. .. "' V!i ''`r,; • .i.- �.' '�:c,:cy;r .,, .k , ' : ip k }�a r�t__� -��. •w .da.i'.. 1 [ 1 1' J•r • 1 Address: { • j "�y.. -x `•12 -i Specid thstructions: - :r,t'Y''t a; �-.; Date •Wanted: • :. - /1-= S : ::: 9 f a p.m. Rectuester / Phone No: ∎3. t • Project: ,(-• -- / Type of Inspection: • Address: Date Called: Specid thstructions: - :r,t'Y''t a; �-.; Date •Wanted: • :. - /1-= S : ::: 9 f a p.m. Rectuester / Phone No: 4; �� { jL INSPECTION RECORD Retain a copy with permit INSPECTI1N N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved,per ,appliicable codes. /h3 397 0. Corrections required prior to approval. f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee,must be paid at 6300 Southcenter Blvd., Suite 100. Call. p chedule"leinspection. Receipt No, :. • • wry'}'+; L4W :w"'�•.I.Xy�te,;'.ii,4i'..:ue COMMENTS: , Type of Ins9ecticr: _1:07 C(//e.A Addre c ho 4h Date Called: . . peci if S'''c i 3 Sa Instructions: .:.•,. - ,, ,. -, ..: , .....'i '....:, .,';''..!''''.44' Date Wanted: /./ .: Requester: Phone No: • ,,,, c ; ,.. •y".::' , . Oro / .... + 4T'ir 1 Project: ,- ''', i , Type of Ins9ecticr: _1:07 C(//e.A Addre c ho 4h Date Called: . . peci if S'''c i 3 Sa Instructions: .:.•,. - ,, ,. -, ..: , .....'i '....:, .,';''..!''''.44' Date Wanted: /./ .: Requester: Phone No: INSPECTION RECORD Retain a copy with permit - INSPECTION NO. TY;OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 . : .ApproVe&P`eapplicable codes. Inspectiir: El Corrections required prior to approval. Date: F $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must' .e ,;. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: • • COMMENTS: L,) A:ii ( 'Type of In 'Section: A ress:" - ''„: Date Called: ',' `,"..----, ' 1 i b DN` Sp!ef Instructions. . .: ,,,.v.;....:". l'ft/t a /2 V /2, i )- (J 5 • , , - 2,- c.„-e4 p- r _ fid.. a 42",.. A 7 6 ,... ...A5 15 /.."./ i i., e ) 41-v1 4,44,14 ,,,, . - • ,.., -' ., i\ 41 Pr jhc :- . " , i • to )),,A. ( 'Type of In 'Section: A ress:" - ''„: Date Called: ',' `,"..----, ' 1 i b DN` Sp!ef Instructions. . .: ,,,.v.;....:". n... 1:?ateWanted:, I V( ( 4 M • 12.,;,;:, 1[.1 1.)‘A • • Requester: , t. Pho(e7 i.e) cia.?- INSPECTION RECORD Retain a copy with permit 0 . 6 INSPECTI N NO. _PERK CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43:1-3670 Approved per applicable codes. El Corrections required prior to approval. Date: - ( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: - A : fess i. - �5 G� ./1-v . , Date ailed: �( .3jb �f \'nI Date Wanted: (`s : 1.//fr, � ��. JJJ a m. ,,..0 j Requester: `l -,ii y )() fV Phone.No: "N, ,_9(), ir-__g-2---5, izi:-.4---: :....,„ .... ,,:,..z.,.„..,,,:,.i..v.„ ....„:47., zn t ' jl /2 Pr •ect Type f In pecti n• A : fess i. - �5 G� ./1-v . , Date ailed: �( .3jb �f Special iflstructions: ril J•�� �A � Date Wanted: (`s : 1.//fr, � ��. JJJ a m. ,,..0 j Requester: `l -,ii y )() fV Phone.No: "N, a1�J -Vt�u "u.{.t �! i'Jm..,�i',. �is.f.E. rykkai,.w.r'tA�rne�tsssxtk.. ✓:i,:fas;::..:, INSPECTION NO. CITY.;OF T.UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date/ D)3 PER (206)431 -3670 V l IA Corrections required prior to approval. $47.00 EINSPECTION E REQUIRED. Prior to inspection, fee must be , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: r Type of Ins'? tion: © /�� 1 " /)./ f � � �[ / T Y // 1. t t. e l V 99 Dafe Called. Sp ;:�., cta InstruEtions: ,;; :.��i• i k,‹ Date Wanted: (U a.m. Requester: t U Y t ri ,, 5 P ne No: n I I Prajec : e %1 i 'd r Type of Ins'? tion: © /�� 1 " /)./ f � � �[ / T Y // 1. t t. e l V 99 Dafe Called. Sp ;:�., cta InstruEtions: ,;; :.��i• i k,‹ Date Wanted: (U a.m. Requester: t U Y t ri ,, 5 P ne No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspect° -..:INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 d t - orrections required prior to approval. /t,114r3......„ Date: /)'' — 1 W $47:Q0 REINSPECT! FEE REQUIRED. Prior to inspection, fee mist be :; at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: `) r-----/ -),q a1/11) W i 4.' /�a,�0 /.i '{ ......'. -1 ,14.74f....7-7 U Add 5 l%,5~ Date Called: .1?.4 6 y A l'/Z /6K 5-c tefie-- 4...,./.."-(6 r ' ` , . . : , i , - !am , p.m. Requester, ,•,, Phone No• J o 7 o� 5 Y 4,4 • 13 "' ' _/ F . ' " I e c c t ,, - ' Type of I t i l e U Add 5 l%,5~ Date Called: .1?.4 6 y ,-- Special Instructions j d " ' .1... , . . : , Date Wanted: . t3`T `t - !am , p.m. Requester, ,•,, Phone No• J o 7 o� 5 Retain a copy with permit INSPECTI9N NO:' - ITY OF TUKWI DIVISION 6300 Southcenter Blvd:, #1 Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Corrections required prior to approval. Inspecto Date: 7,. $40!'REINSPECTIO FEE RE UIRED. Prior to inspection, fee must be parc at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. * Receipt No.: Date: CO 'ft, Type of Insp ction: Address• f- /33' L.51 c Date Called: Specialelp Tructions: .. r � Date Wanted: . //,, Requester: c ai Phone No: 1 i ) ,/ Project: Type of Insp ction: Address• f- /33' L.51 c Date Called: Specialelp Tructions: .. r � Date Wanted: . //,, Requester: c ai Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY,OF BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. U Corrections required prior to approval. Irispect Date: j i V ` /J 'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Old at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recelp No Date: Projectp ' , L e r .4;4 /7,--, ,'.. ,-6as,,,," Type of Inspection: ---2- ,-, ., / / t A'/7///1,C., Address: '-- 4: ' ' 7 ,7" ....1.7.- . , •, , . . Date Called: ' / 6 - Special Instructions: , - - - -\.,..,., . Date Wanted: 4 A4',.:,4::::''/4. 5 ''-/ I a 47. pm • Requelter Phone No: 3423 X.) F,....5" • Approved p`erapplicable codes. I', Oa -5 INSPECTION RECORD Retain a copy with permit INSPEC11ON NO. PERMIT NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: ,a- / 5 7 p).cy...../77 1 1 Yi /6 i>7 c1/4 5- C OZA32, 4,9 ,-) / Corrections required prior to approval. —di Ad REINSPECTION F E REQUIRED. Prior to inspection, fee must be 4300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recelp Date: th ce 2 6 = 00 co co W W _.I 1- u j 0 2 < 11 . 1 , Z I- 0 Z Lu O (0 O — CI I- • uj • 0 • r LI- O — P 0 1- z COMMENTS: „ Type of Inspection: • Address: • Date Called: (. ss /1. r "14,x, .z. p,, , 7-0`1 !_� vlAN" 1 Ui.7 `y'('' C e-- f/ 4:-: ,' AZ, , ez, ,5'c C/ • �,r / � /,—eil I I.If fin/ / � G,r.IL L71.--) Ti .Fr Project: � � �/ Type of Inspection: • Address: • Date Called: Special Instructions: Date Wanted: / D -- 7-0`1 !_� Requester: Phone No: �(4 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved. per, applicable codes. 1 INSPECTION RECORD Retain a copy with permit lit-, a Date: PERMIT NO. (206)431 -3670 1;21Corrections required prior to approval. 0- 7-0`j 47.00 REINSPECTION EE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt: No: :' Date: 4 P +fOj( f� ) ®;, fat Type of I s ection• b Addre X33 : 5 5 51-e: A Date Call 0 6 \ p.m. Special Instructions: 4 J Date Wanted: /� ( �� � 0 ( Requester:\ JL f } � V in r - cibre Lf ")., "_ 1 35 INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSP Approved per applicable codes. /e' CTION ECORD Retain a copy with permit C7- (206)431 -3670 Corrections required prior to approval. COMMENTS:. l0 1 /� /‚>- 9 ,?07 4 )T )9 he/44-1. fog' /ifs ' t 5 L:' h e..4 , ? _ . s/ e4 -) / 4 -7 7 4 c3 54 / / � - P/2-1-^ es $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ,= Z re W JU 00 U) Lu w w 0 0 u_ O I z � zI- W U o co 0H WW H0 L I O W Z U= O z COMMENTS; ,/ Type of Inspection: 4, Address: Date Called: t c_ ‹, "a Specialinstructions: ... ... Date Wanted: :k . 1(/ .ei.--7. V.,4 / ).., 4 , . A. ..,. Kt, 5 p 4h G/e. • ,5 9-- .,. , .,,•,: : i....ki, r L A k::: ')....A ;a L2.4e., _ e e l - -1 1--- c_47 5 ' , 4 . ''.':::: • — /24& . , .. . ,. , . ..... :. .,,,.-,,:,. 4 .„,, -;,b-'4! • ', is / * (5 L...7 i , ....1;1'' , , .....X.c. , 1.,... •-i-';' -. • 7 ,( cr ) '11 -- , 4 ..„ ,.:-;..:,........N - il . -; .. „ . ...... A Project: - ( SA('/ Type of Inspection: • Address: Date Called: -...._.:-.) Specialinstructions: ... ... Date Wanted: a.m. P.m. Requester: Phone No: Retain a copy with permit D93-x - INSPECTION NO. NO • - . CITY OF TUKWILA BUILDING DIVISION • _, • -$300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 INSPECTION RECORD 2-- Corrections required prior to approval. Inspector: Date/ $47.00 REINSPECT"ION FE REQUIRED. Prior to inspection, fee mu‘ be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .1 j ay) 'ct: cul COMMENTS: -. ! �., .. , ... ; /✓ta � e j' J' �,,,'(. d - Type of Inspe gn• /li j� 604 4 ; . . Date Called: / Special Instructions: ...fix • Date Wanted: Q ! jO / �' d . •. .. �.. ' a:m Requester: yrA . — Phone No: ( p ' Ha z a J 70 / 3 K A ... p . proVed pe applicable codes. D Corrections required prior to approval. COMMENTS: -. ! �., .. , ... ; /✓ta � e j' J' �,,,'(. d - 4 4_."-A. --- �..�i,., . (-?, 4--- 04 ):) 4ri " ._� • 2 / 74.46A_ . � 4 ; . . v . 'r //fig ... • �' d . •. .. �.. ' _, .-- - . ■� . . ___.. iv”r.. . �r.�r�+ r „A .=Iiiiimirelle -...mow ��..,.., F.,,,..., yrA . — � n.lillilllllllll * . ;, ... INSPLCTION 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 Inspector: .�d A0 D 3 -3r7 Date: El $47.00 REINSPECTIOi<(FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Prot: 4 rat. - rt - f',E - ') , /, , Type of I s ection: /4 -f. /(ql.P Address: � ; ,w . 4 � _,)/1 Da Called: . 3 - n / Special Instructions: 1:4;* '. Date WAted: -- 7 q �t.m. v „ ' Requester: l `C �. , Phone o: (O(.; Y 37033 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OF TUKWILA BUILDING DIVISION . • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1. -3670 • • Inspector; Date' Gi v.'l� y1J l -77 - I $4f.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: ........_ _ D.-.. .iinie ,,�r�. In — 4r -.. -. �' � // � f 49z--, S. �l i'" /fife+ / i 7.7 �� 1 2 1 i�te"e f /n _4f .;... ! ,,- �� - . ei/-9(4 ' , n -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OF TUKWILA BUILDING DIVISION . • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1. -3670 • • Inspector; Date' Gi v.'l� y1J l -77 - I $4f.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr..), - / 1. ! Typeof nspecti o n: � 1 Date Called. 9 ('-1 J f / �. �. �1. Addre :— Spe structions: .-- ' Date Wanted r /1 a.lm r " "' Requester i�� Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 cb3T PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: : 1 / /((7)-- -- (2x / ' Inspector: Date: 8 $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prot / 1< / _I Ty e of Ins I ectiorr1 1iii► AAA . ...lt.a i e / Ad • 3 1 l,X 4 ate Call - 8 , i L if D.5.. .... Special fnstlTkt 6ns: Date Wanted: a.m. Requester: hit Phone No: a p( Q - Lt — 0)3 7635 INSPECTION RECORD Retain a copy with permit N NO. PER 113/4 i INS" s CITY OF TUKWILA BUILDING DIVISION �.� -fit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: El $47.b i EINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: J�j Proj p ct . ' Type of Inspection: GP 1 t omn Gt. S, ot< . fc� 1., , O. E 6,0 4-- ,a.. . Address Date ,Called: 4 10 I■C a w 144.— t 0K- . 7 / . .,�.. Special Instructions: Date Wanted: / I( I. a.m. . . p.m Requester: Phone No COMMENTS: GP 1 t omn Gt. S, ot< . fc� 1., , O. E 6,0 4-- ,a.. . • _j t w- CdiT STAAA...ic,-w . :/4 iv: . ,,,„ ccJ ct AA .€. 4 R 4 10 I■C a w 144.— t 0K- . 7 / . .,�.. �F3 "'• •F I��E:�ZUn�ti'F i+��.vii:�i Swt .4 \.'.2. INSPECTION NO. • ,N INSPECTION RECORD Retain a copy with permit CITY .OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3)07-7 7 PERMIT N. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: r,1I -{/ i El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W J U 00 co Ili I W 0 u_ - = W Z � W W • N O I- W W H H W Z LLI w U = O ~ z Project: ( 1 \ (55 ti 1 1 ( �� �S .... Type of Inspec • , .. ()O I IN" if a i r Address: :., \-2)5S— s .;, : ' ) s Date Called:' o 1 .. Special Instructions: Date Wanted: 1 l0 It' OL - a.m. P.m. Requester: Phone No: INSPECTION RECORD Reltaih..,•a copy with permit INSPECTION NO CITY OF TUKWILA'.BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 981.88 • -44 (-Ci 9 JWk 9/0 yy 1 3 0] PERMIT NO. In 11 r (206)4 -3670 COMMENTS: '---"--- Inspector: Date: ( s ` L I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Approved per applicable codes. El Corrections required prior to approval. Pr•'ect• p t • ALAS.. J.` J r • Typ• of Inspection:, ..ldj...r . I, t ' Ad • res� 5 3 � hr c ' Date Called: � 9 O0 f , 5 iatn tructions: S. G� 19 t e./IIJ,Q e fl J(,C t t 2.. Date Wanted: '" J l / lO a.m. ,. p.m. Requester: ` Phone t: j r� e ? ' INSPECTION RECORD Retain a copy with permit INSPE9110N NO. CITY bF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Ins. ctor: Date. c` ~/ 02/ $4 .0 REINSPECT ON FIE REQUIRE Prior to inspection, fee must be p.Id f 6300 Southcenter Blvd., Suite 00. Call to schedi.lie reinspe'ttion. Rece •t`No.: Date: (206)431 -3670 pproved per applicable codes. ❑ Corrections required prior to approval. Pr• p , AN ((0. _ % Typ• &Inspecti •n: ri �1.4 Ji� fait Ad"dr'ss:�J / �' � 5` e 4 1 ' . Date Called: . i~ Spe is Inst u ions: ./0 , Date Wanted: 5 / /c p.m. Requester: t ` . ,71/,0 Phone No: 61 ' 2 --. 703 5 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: cJ S\ r.rlkitir - P A C T S ,SAO 1,11 AP i 1-P - I C V 1 a y _ekr,v,A-t; 1►\a-Pr,nr ,A 5 Inspector: (.4 Jo_ Date: 0 LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ''er‘1m -e4r.r- t 1 civ nriUd e c t.)JR11 s —c\—\ a v . r4-- `t e 'ut•\ trA 1A./u1 t t Date Called: Spe is I>istr ctions: Date Wanted: 1 � ��a�-- -- 104 P. Requester: \ ' . Phone No: 0,0 0 -- - �� /y�� �-7� ", Pro'ect: Ty f Inspectio , Ad s• J n ' Date Called: Spe is I>istr ctions: Date Wanted: � ��a�-- -- 104 P. Requester: \ ' . Phone No: 0,0 0 -- - �� /y�� �-7� ", • INSPECTION 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 Approved per applicable codes. E] Corrections required prior to approval: ...tit, Ins pecto . { Date: 41 U El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr•jett: ,.:,; Typ a f Inspection c AL_IP Al - Fi. A . ,3 ?: 5J n 11 (X r , • Dat- Called: J D/10 6. 1 (/ Special Instructions: � . I #r r.�l/, Date Wanted: ` a.m .5 (010 r `� p.m. Requester: JJ I iii ` .i co / Pho No: •>, (9 r23 —703 k:r CITY OF TUKWILA' BIJILDING_DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188. INSPECTION NO. Approved 'Per applicable codes. Inspector( INSPECTION. RECORD Retain a' copy with permit (206)431 -3670 Corrections'iequired :prior to approval. • COMMENTS: I or y\ -Pr) ^' S 9 rro l l,ncQ su -cc(e. r r t 40 t R)Ov 1 ' \ f \ $1r r • \ ►-\fir v 10y^ r �r r i y+c15 E' C 1h`IP i'to,r 3- V:4(1 Date: 5 —l„) 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z . = Z W JV 00 to 0 Lu W I (O W u_ = W I— = Z �- W W U D • to D I— W W Q 11J z = O ~ Z .. . • • . • fiTrp'7 •e- • • • \„. \ Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department Thomas P Keefe, Fire Chief Project Name ( -Ct t cp I PM 1 L-c. / 335 A Needs shift inspection FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ----- ' -- 7- , "-:' ------ - . P - /ft.etain---current---inspection. schedule Approved without correction notice Approved with correction notice issued • Steven M. Mullet, Mayor Permit No. - Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer September 9, 2003 R.A. Owen 5594 S. Langston RD Seattle, WA 98178 Re: Site Application Review Approval with Conditions Address: 133,5 56 Ave S Parcel No: 217200 -0155 Owner: Jun Castillo Dear Robin: Sincerely, Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health cc: City of Tukwila Permit Center Jun Castillo Eastgate Environmental Health 14350 SE Eastgate Way • Bellevue, WA 98007 T (206) 296-4932 F (206) 296-4919 • www,metrokc.gov /health Printed on Recycled Paper. RECEIVED FEB 2 7 2004 TUKWILA PUBLIC WORKS Activity: ON0062379 Public Health has received your Site Application for the proposed 3- Bedroom septic system located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: 1. Prior to Stub -Out release the owner shall provide a recorded covenant agreeing to operate, maintain and report the performance of the system in accordance with the manufacturer's recommendations and Title 13. Also maintain in effect at all times a maintenance contract with a service provider who is approved by the manufacturer and the Health Officer. 2. Prior to calling in for a Pressure Test the permanent protective drainfield barrier must be installed. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8 :00 AM and 5:00 PM or leave a message on my voice mail. RECEIVED (- ITY ()F TI JKWII A DEC 1. 9 2003 PERMIT CENTER City of Seattle Gregory J. Nickels, Mayor lJ King County Ron Sims, Executive s T ' Public Health, Seattle at,.. King County Site Design Application Form for Individual On -Site Sewage System (OSS) (Submit 5 copies of application with 4 copies of plans) Approximate Address: Name and address of property owner Applicant Name Designer PROPERTY INFORMATION: Parcel # 13345 56TH AVE S fASTILLO JUN Last R. A. OWEN 2 I1 li SAME AS APPLICANT First P p I 1 Street Address 6304 33RD AVE S 1 City -Zip Code Street Address City -Zip Code SEATTLE 98178 THIS IS NOT A PERMIT Subdivision Name: 1 I Property Size 1 I 1 1 1 2 1 Sq. ft. Acreage: 1 .3 5 Distance from property line to nearest sewer: 12 1 1 If 1 Water Supply • I (IP) I = Individual 1 VI Group A Supply Public Water Supply Name: 1 TIKWILA Section: 11 14 1 Township: 1 213 1 5594 S. LANGSTON RD. Group B Supply Lot: 1 1 1 1 Rural Area ❑ Sensitive Area: rl I (Y ?N) If yes, specify 1W 1 (L,W,O) L = Landslide W = Wetlands 0 = Other Type of System Proposed: FOR HEALTH DEPART ENT USE ONLY: APPROVED (date): 919 I b3 BY: Comments UAL. STUte OUT ="7 Sec Coder Let k-etr' Pre - construction meeting required between designer, installer, builder prior to permit issue 'AL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE F. ,3ION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS A SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to health officer within 60 calendar days of the date of the above decision. (Title 13, K.C.B.O.H. Chapter 13.12 - Sewage Review Committee). M/forms/sewage/form.99. CS 13.15.97 REV. 8 /4;99 White - Dlsrict/ Green- Audit/Yellow Designer /Pink- n Owner/)'ellow- License A &Permits �*` fix. t y „LA5 t �g i' " „}r. ` i” r eS0d... :. : , c 1 T,, ....- ......:: ATTACH A DETAILED ROUTE/ DIRECTION SYSTEM INFORMATION: New System. ( I Repair Design I 1 Correction of OSS Failure? 1 1. Y ?N Detailed Plans Attached (4 sets) I Y Y ?N of Building I IS IF 1 1 SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional IA U1 — 1 P ID 1 G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E'= Experimental 0 = Other Dates Soils Logged: 10 17 12 1 8 10 13 I Soil Logs Data Attached: (Min. 4/Iot) I y 1 Y ?N Depth to Watertable or Restrictive Layer: 13 16 1 Inches Maximum Slope in Drainfield /Reserve Area 1 01 01 CALCULATIONS: Number of bedrooms: 1 3 1 Total gallons /day (450 min.): 1_ 4 1 5 10 1 gal. Soil Texture Type (1A -5) I 4 1 Application Rate: 1 , 6 i gal /sq ft/day Total Absorption Area: 1 11 01 01 0.1 sq. ft. Trench Width 1 3 6 1 inches Total Drainfield Length: 12 15 12 I ft. Septic Tank Size: L I x 71 = 5 01 gal. Garbage Grinder 1 N J Y ?N 500 _. Pump Chamber Size (if needed) 11 10 10 10 _1 gal. Trench Depth (min max): 1 1 1 2 1 / 1 2 1 4 1 inches I unaerstand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non-compliance may lead to revocation of my Designer's Ce ' . to o • • .. r ppropriate legal action by the Health nanartment Designer's Signature: � w�� WASHINGTON STATE # 51002.26 Date: 8003 NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE R CE IV E ;$ IVED AUG 0 6 200' 'It PUBLIC HEALTH Etarei Activity Number MAP FOR LOCATING THE PROPERTY. Phone Phone 206 -772 - 4740 CELL 206 - 930 -0802 Legal Description Attached ❑ I ID# I Range: 1 0 1 I Block: I I I I Urban Area [� , , FOR: JUN CASTILLO 2121 S. BEARTOOTH WAY MERIDIAN ID 83642-8126 ON -'TE SEWAGE DISPOSAL C SIGN SHEET 2 OF 8 A.T.U. - PD DRAINFIELD DATE: 8/8/03 SITE: ADDRESS: 133,25 56TH AVE S PARCEL # 2172000155 INSTALL: 750 GAL TRASH TANK WITH LOCKING RISERS TO SURFACE 500 GAL PER DAY A.T.U. AS SHOWN (WHITEWATER DF -50) WITH U V DISINFECTION 1000 GALLON PUMP CHAMBER & PUMP WITH LOCKING ACCESS RISER TO SURFACE. 252 LIN. FT. 3 FT WIDE PRESSURE DISTRIBUTION , GRAVEL DRAINFIELD , AS SHOWN AND SPECIFIED. AND PER WASHINGTON STATE GUIDELINES DATED 4/5/99 PROVIDE FILL MATERIAL (MAXIMUM 10% ORGANIC CONTENT) IF REQUIRED FOR 12 INCHES MINIMUM DRAINFIELD COVER. IMPORTED MATERIAL TO BE STOCKPILED ON SITE PRIOR TO STUBOUT, UNLESS WAIVED BY HEALTH OFFICER AN OPERATION & MAINTENANCE CONTRACT WITH A QUALIFIED SERVICE PROVIDER MUST BE IN EFFECT PRIOR TO ISSUE OF PERMIT TO INSTALL, AS WELL AS A RECORDED NOTICE ON TITLE. ANY SOIL LOSS, OR DOWN SLOPE CUTS, (IN DRAINFIELD OR RESERVE AREA) MAY INVALIDATE THIS DESIGN RESULTING IN DENIAL OF INSTALLATION PERMIT STUBOUT INSPECTION : TO BE REQUESTED BY INSTALLER. (PLUMBING STUB MUST BE INSTALLED AND EXPOSED.) ASBUILT AND PRESSURE TESTS:. FINAL INSPECTION: INSPECTION SCHEDULE: PRESSURE TESTING TO BE CONDUCTED, BY INSTALLER, IN THE PRESENCE OF THE DESIGNER AND HEALTH DEPARTMENT SANITARIAN. AFTER PUMP CONTROL PANEL IS COMPLETELY WIRED & OPERATIONAL WATER, IN PUMP CHAMBER , TO BE JUST BELOW "PUMP ON" LEVEL TO CONFIRM SPECIFIED DOSE VOLUME (48HR NOTICE: 206-772-4740- FAX: 772 -0481) INSTALLER MUST PRETEST AFTER HARDWIRING. THERE WILL BE A CHARGE FOR EXTRA INSPECTIONS DUE TO FAILED PUMP TESTS. DESIGNER TO RECEIVE WRITTEN NOTICE TO INSPECT, AND SIGNED BACKFILL CERTIFICATION, AFTER ALL SPECIFIED COVER MATERIAL IS IN PLACE (BY MAIL OR FAX) THE ABOVE INSPECTIONS, AND ANY ADDITIONAL INSPECTIONS, WILL BE CHARGED TO THE OWNER, OR BUILDING CONTRACTOR, AT THE CURRENT HOURLY RATE. ALL CHARGES WILL BE BILLED AFTER FINAL INSPECTION, AND PRIOR TO SUBMITTING ASBUILT PACKAGE FOR HEALTH DEPARTMENT APPROVAL. „rs r�«+.ar�;h .7wr+Frn:.�,a,rNrFL4�3rhr�t DUNNAMISH RIVER 0 PROPOSED 13325 6 a m g 9 I PROPOSED I 13331 HIGH WATER : 5.0 — ELEV: 10 ELEV: 12 ELEV: 14 100 YEAR FLOOD PLANE ELEV: 15.6 ELEV: 18 SITE PLAN • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 15.6 18 9' -cc cc 0 0 0 aft • 36' PLUMB ELEV: 14 NO FOUNDATION CUT OR FOOTING DRAIN 18' TURNAROUND traffic barrier 28 X 3 DF (TYP) Io 1- 10 6' TYP 90 L1 • 56TH AVE S PI PUMP ELEV: 9 10 .4 49' 108' 15.6 100 YEAR FLOOD PLANE 100' MINIMUM 118' MAXIMUM CONTROL POINT SE PROPERTY CORNER ELEV: 18 P D .. ..INT . IF TV $ B Li .C.; H A. LI SHEET gledabo- 3-A OF 8 PARCEL# 2172000155 FEZ , . 11:14.14.44.417. ^1..tracgs44ar .1a4,14■VASUZb..MU " 1 $ , 12 14 DUWAMISH RIVER I 30' REV TYP • L4 6' TYP ho' RES\ 5' L3 • 10 100' --r14 12 SHEET 3 - B OF 8 PARCEL # 2172000155 RESERVE AREA SHOWN: 340 X 3 FT. SIZED FOR TYPE 5 SOIL (1000 SQ. FT MINIMUM) 29T TO SOUTH PROPERTY LINE APPROVED Y 5J:?1' OF PUBLAC 1 ° ;nALTH sir.'.�rSm1.ris +ir:�atr}a ia(xC AF:iadS' S�fw:.41�1✓»t3:iir." +siy'+v.:tiae»..:: & uvu tw PRESSURE DISTRIBUTION NETWORK 3 FT WIDE GRAVEL TRENCHES 28 FT. CL. 200 1 IN. PVC LATERAL 7 ORIFICES ON 48 INCH CENTERS SAME SAME SAME SAME I A 6 FT. TYP 9 FT. TYP SYSTEM DISCHARGE (24 IN. RESIDUAL HEAD) LATERAL: 7 3/16 IN. ORIFICES @ .59 GPM EA. = 4.13 GPM TOTAL: 63 3/16 IN. ORIFICES @ .59 GPM EA. = 37.17 GPM SHEET 4 OF 8 CL. j PRESSURE DRAINFIELD DOSE (PUMP PANEL SPECIFICATIONS) INSTALL A PUMP CONTROL PANEL (RHOMBUS, OR ORENCO SYSTEMS) ON A TREATED 4 X 6 POST, IN A LOCATION WHERE HIGH LEVEL ALARMS CAN BE DETECTED, AND IS ACCESSABLE FOR MONITORING. TIMER IS TO BE SET FOR A DOSE VOLUME OF 75 GALLONS AT A MAXIMUM OF 6 DOSES PER DAY. OFF CYCLE TO BE SET FOR 4 HOURS ON CYCLE TO BE SET IN MINUTES (FOR A 75 GAL. DOSE AFTER THE ACTUAL SYSTEM DISGHARGE, IN G.P.M., IS DETERMINED BY A DRAW- DOWN TEST. PANEL IS TO BE EQUIPPED WITH A DOSE COUNTER, AND A PUMP RUN ELAPSED TIME METER. FINAL GRADE L 36 IN. WIDE PRESSURE DRAINFIELD LATERAL (TYPICAL) COVERED VALVE RISER 1 INCH BALL VALVE b �. J Jet tit 4 #"!� . #fit # +! #t #'!�'! #�# # 0.4040,40.40.40 0' '+t�t # " ! COVER MATERIAL MAX. 1 # # #�!� # # #! # II!!!! ##t t #+ l t # # !� #�! t #�!�!' 1 # 4NIC CONTENT 401Ii # �!, #�# ! # '! # t #4! !# t ! # ! ! tt # t t +.r..r.rr " %#.!. #+.#aa!t r•r•r•r•r ■r•r ■. GEOTEXTILE FILTER FABRIC r•r•r•:•r•r•r•r•r • r•r• 2 IN ` r• r• r• r• r• • r• r• • r• r• r• r• r•r• r• r •r ■r•r•r•r•r•r•r•r•r•r•r•r•r•r• �•'1 • ti• ti•' L• L•'.• 5.• ti•' 6•'L•S.•1.•4•ti•'L•'L•L•ti•ti•'L•1 •'.•'L•'•••.•ti•••L•�.•5 •'L ■- .- .- L•b•S. ■1.•L•ti• ••'L•'ti•L■L•'.•L•L•'.•L • ti•S.•'.••.•ti•1•• .••.•ti•L•ti•ti•'.•'.•L • ti•1■ -fig 1;1•.d.1•.f:' :1': r:1'r e:1; d:l: r: •j: r: r: f:1: r: r: d'pc.: ?. 1:. 1: l: 1: d: •r: r: J'SodII� •r• r• r• r• r•r.r• r• 1•• r■ r■ r■ d•• r• r• r •+• ■r•r•r•r•r�r•r•r•r•r•r•r•r ■1 •r• 1 IN. CL 200 PVC LATERAL : r: r:, r: r: r: r: r: r: r: r: r: r: r: r:, r: r: r: r r: r: r r: r: r. r:r:r .r:r: r:r : r r r• r• r•:• r• r• r• r• r• r• r• r•:• r• r•: r• r• r• r•r• r• r• r• r• r■ r ■r•r•r•r•r•:•r.r ■r•r•r•r•r•r•r• t•r• r• r• r• r• r•r• r r• r• r• r• r• r• r• r• r• r• r• r• r•r• r• r• r• r ■r ■r•r•r•r•r•r•r•r•r•r•r•r•r•r■ r• r■r•r• r• r• r• r• r• r•r• r•r• r• r•r• r■ r• r• r• r• r• r• r• r• r• r ■r•r•r•r•r•r•r•r•r•r•r•r•r•r•r• • r �rtirtifti4tir�r; 1 - 1 /2 IN. WASHED GRAVEL ti' :f : ftirtif r tiftif :�L .r . } • r . }•r• ■r •.r•r.r.r..r.r•r. • :.r:: ...:• •:•:• r• r• r • r• r•:• r•:%.%%.' L•' +• •:•:• r• r• r• r•r •r•r•r•r•r::.r'r'r`r•r`r`r`r`r` +. L•".• ti. ti. 5.•'.•%•'•'.•'.•5••ti•'L• '%•ti•1.•'.•'.•'L•5.•L• r.rr:: r• r• r• r•r• r•:• r•:• r• r• r• r• r• r• r• r• r•r• r• r •r•:•r•r•r•r r•r•r ■r•r•r•r•r•r• 0.• : � r ti •% ti •'L r ti • %•% • • •• : L . L �ti••.•% • % . %•• .•% 0 6.% • %•% • .. l.e• e• J•.r. 1'. r• l• r•r• r•r• r•r• r• r• r• r• r•r- r• rrr• r• r• r:r •r•r•r•r•r•r•r•r•r!r.r•r•r_r_r• 28 FEET SHEET 5 OF 8 4" INSPECTION PORT L At 12 IN 6 IN. CHAMBER SIZE GAL PER INCH DRAW DOWN 1000 GALLON 1100 GALLON 20 22 3.75 INCHES 3.4 INCHES SEWAGE FROM MOUSE PUMP CHAMBER ' 1INIMUM CAPACITY: PUMP SCREEN MINIMUM SPECS: SUBMERSIBLE EFFLUENT PUMP: HIGH LEVEL ALARM: DOSE: FLOW: DOSE CYCLE DURATION: DRAW DOWN PER DOSE: FIKISMEO GRACE EFFLC NT PUMP SPECIFICATIJ" IS PRESSURE DISTRIBUTION DRAINFIELD 1000 GALLONS. (DOSE: 75 GAL + ONE DAY FLOW: 450 GAL) = 525 GAL 1/8 INCH MESH (NON - CORROSIVE MATERIAL), MINIMUM SURFACE AREA: 12 SQ. FT. NOT TO INTERFERE WITH FLOAT SWITCHES, EASILY REMOVABLE FOR CLEANING. OR USE APPROVED EFFLUENT FILTER IN SEPTIC TANK OUTLET BAFFLE. 1/2 HP (GOULDS MODEL 3885 - WEO5H OR HYDRAMATIC SP50) VISUAL - AUDIO ON SEPERATE CIRCUIT FROM PUMP. 75 GALLONS. (SEE SHEET 5) ACCESS RISERS WISECJRE UOS 450 GAL PER DAY . 2 MINUTES : (75 GAL DOSE @ 37.2 GPM ) TYPICAL SEPTIC TANK FROM SEPTIC TANK Maximum ground water elev: CLICK MASHED GRACE CISCONNEzT EI-ECTRICAL CONNE�ON n � _ r� CNECX VAL'!E TO CONK. CL PANEL - � T "t EMERGENCY STORAGE CCSE VOLUME SEDIMENT BARRIER SECIMENT Ac ESS RISER NV/SECURE UO — I T TYPICAL, PUMP TANK SHEET 6 OF 8 1 REIAOVASI= FLOAT MOUNT _ 1 I ALARM FLOAT + rl I I - OFLOAT j II 'OFF FLOAT III REDUNDANT - OFF' FLOAT SUBME.SIBLE PUMP max depth trash tank (pump chamber] A.T.U. inlet 12 inches !22 inches 19 inches outlet 18 inches 1 NA 20 inches SEWAGE FROM MOUSE PUMP CHAMBER ' 1INIMUM CAPACITY: PUMP SCREEN MINIMUM SPECS: SUBMERSIBLE EFFLUENT PUMP: HIGH LEVEL ALARM: DOSE: FLOW: DOSE CYCLE DURATION: DRAW DOWN PER DOSE: FIKISMEO GRACE EFFLC NT PUMP SPECIFICATIJ" IS PRESSURE DISTRIBUTION DRAINFIELD 1000 GALLONS. (DOSE: 75 GAL + ONE DAY FLOW: 450 GAL) = 525 GAL 1/8 INCH MESH (NON - CORROSIVE MATERIAL), MINIMUM SURFACE AREA: 12 SQ. FT. NOT TO INTERFERE WITH FLOAT SWITCHES, EASILY REMOVABLE FOR CLEANING. OR USE APPROVED EFFLUENT FILTER IN SEPTIC TANK OUTLET BAFFLE. 1/2 HP (GOULDS MODEL 3885 - WEO5H OR HYDRAMATIC SP50) VISUAL - AUDIO ON SEPERATE CIRCUIT FROM PUMP. 75 GALLONS. (SEE SHEET 5) ACCESS RISERS WISECJRE UOS 450 GAL PER DAY . 2 MINUTES : (75 GAL DOSE @ 37.2 GPM ) TYPICAL SEPTIC TANK FROM SEPTIC TANK Maximum ground water elev: CLICK MASHED GRACE CISCONNEzT EI-ECTRICAL CONNE�ON n � _ r� CNECX VAL'!E TO CONK. CL PANEL - � T "t EMERGENCY STORAGE CCSE VOLUME SEDIMENT BARRIER SECIMENT Ac ESS RISER NV/SECURE UO — I T TYPICAL, PUMP TANK SHEET 6 OF 8 1 REIAOVASI= FLOAT MOUNT _ 1 I ALARM FLOAT + rl I I - OFLOAT j II 'OFF FLOAT III REDUNDANT - OFF' FLOAT SUBME.SIBLE PUMP FEET �`WE15H 1.5 HP WE10H 1 HP ' `WEO7H 7/10 HP --1 WEO5H 1/2 HP - WEO3M 3/10 HP G O U L D S - MODEL 3885 90 80 70 60 50 40 30 20 TDH 13' 10 10 PRESSURE NETWORK PUMP 20 30 A T,iJ. TO P.D. DRAIN FIE L 40 50 60 FRICTION LOSSES F = (L) X (Q/K) 1.85 S ; ' l ' b ' : 80 90 100 SELECT: - 1/2 HP PUMP CAPACITY: 69 GAL PER MIN. SHEET 7 OF 8 110 120 GPM a �s:;rY.r.;m t: «y: ,•rY.,:nnn� .w.t,.. m �vmmt!t sh41 "3'�S�E ?". fR'�1�.'.l..Ffsu A B I C I D I E F G 1 CL. 200 PVC GPM /TABLE K I YX 1.85 = 1X LENGTH = /3 = X NO. OF LAT. LOSS FEET) 2 37.2/315.2= 3 2" TRANSPORT 0.1181 0.0192 X 100 = 1.92 1 NA NA 2 4 37.2/1783.9 = 5 4" MANIFOLD 0.0209i 0.0008 X 73 = ..05671 0.0189 NA i 0.02 6 4.13/66.5 =- _______ 0.0621 I _ X 28 =_.1638 7 1." LATERAL __ . _ _...-___. 0.0546 X 9= .4915 ' 0.5 8 9 ._._____ ___ ________.__ - - _____ -• - - -- - - - - -- - _________ - -- ____. RESID. HEAD .___ ELEV. LIFT � _ _ 2 8 '0 1 �-- 12 1 3 TOTAL DYNAMIC HEAD 12.52 FEET �`WE15H 1.5 HP WE10H 1 HP ' `WEO7H 7/10 HP --1 WEO5H 1/2 HP - WEO3M 3/10 HP G O U L D S - MODEL 3885 90 80 70 60 50 40 30 20 TDH 13' 10 10 PRESSURE NETWORK PUMP 20 30 A T,iJ. TO P.D. DRAIN FIE L 40 50 60 FRICTION LOSSES F = (L) X (Q/K) 1.85 S ; ' l ' b ' : 80 90 100 SELECT: - 1/2 HP PUMP CAPACITY: 69 GAL PER MIN. SHEET 7 OF 8 110 120 GPM a �s:;rY.r.;m t: «y: ,•rY.,:nnn� .w.t,.. m �vmmt!t sh41 "3'�S�E ?". fR'�1�.'.l..Ffsu FEATURE / COMPONENT LOCATION SPECIFICATION I DIMENSION / ELEVATION 1 TRANSPORT DIAMETER 1 MINIMUM MAXIMUM RESTRICTIVE LAYER SOIL LOG #1 ELEVATION 15.5 3 MANIFOLD DIAMETER 4 #2 4 15.5 73 FEET 5 #3 1 12 INCH 6 LATERAL LENGTH # 4 I 10.5 7 DESIGN CONTROL POINT STUB ! SW pro corner DESIGNATED ELEVATION INVERT ELEVATION 18 14.5 _ 18 PLUMBING SEPTIC TANK OUTLET INVERT ELEVATION 14 14.25 I TOP COVER MATERIAL 6 INCHES 36 INCHES BUILDING SEWER 1 2 ASTM 3034 4 IN 6 IN EACH 1 3 RESIDUAL HEAD FLOW PER ORIFICE GRADE (SLOPE) 0.01 0.01 DRAINFIELD TRENCH BOTTOM DEPTH 12 INCHES 24 INCHES GAL. PER MIN. 1 6 TOP COVER MATERIAL 12 INCHES 24 INCHES PVC PIPE ASTM D2241 LATERALS PRESSURE CLASS 1160 PSI 200 PSI TRANSPORT 200 PSI 200 PSI ASTM D1785 A OSS SPECIFICATIONS PARCEL # 2172000150 PRESSURE DISTRIBUTION NETWORK SHEET 8 OF 8 . COMPONENT QUANTITY DIMENSION 1 TRANSPORT DIAMETER 2 INCH 2 TRANSPORT LENGTH 100 FEET 3 MANIFOLD DIAMETER 4 INCH 4 MANIFOLD LENGTH 73 FEET 5 LATERAL DIAMETER 1 INCH 6 LATERAL LENGTH 28 FEET 7 LATERAL SPACING 9 FEET 8 NUMBER OF LATERALS 9 EACH 9 ORIFICE DIAMETER 3/1d INCH 10 ORIFICE SPACING 4 FEET 1 1 ORIFICES PER LATERAL 7 EACH 1 2 TOTAL ORIFICES 63 EACH 1 3 RESIDUAL HEAD FLOW PER ORIFICE 2 0.59 FEET GAL. PER MIN. 14 1 5 FLOW PER LATERAL VARIES GAL. PER MIN. 1 6 TOTAL SYSTEM DISCHARGE 37.17 GAL. PER MIN. A OSS SPECIFICATIONS PARCEL # 2172000150 PRESSURE DISTRIBUTION NETWORK SHEET 8 OF 8 LOG # DESCRIPTION TYPE 1. SANDY LOAM W/ RESTRICTIVE LAYER @ 36 INS. 4 2 SAME , 3 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 30 INS. 5 4 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 28 INS. 5 5 6 R. A. OWEN OFFICE.: (206) 772 -4740 FAX.: (206) 772 -0481 SOIL LOG CASTILLO NAME 7/28/03 DATE PARCEL`# 2172000155 LOCATION 11 0 m TO TUKIILA INTERURBAN AVE S Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C MISH RIVER I Ilul I WA I Li L EV: 5.0 - ELEV: 10 SITE PLAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4 .' INSTALLATION INSTRUCTIONS ONL YFOR USE BY CERTIFIED, LICENSED INSTALLER z �tu tr 1. Prepare an excavation, having. a diameter approximately one foot larger than the tank and a 6 depth that will allow approximately 3 inches of the inspection port to ex above normal v o ground level. Backfil with a 6 inch layer of sand or gravel if otherwise unable to provide a w Ill smooth, level, compact base. We recommend that the hole be roped off in some fashion :c _J 1- prevent injury to passersby. CO u- w 0 2 2. Utilizing. lining lugs provided, place the plant in the excavation so that the inlet and outlet lit .3 up with the sewer piping.. The inlet line should slope down toward the plant and the outlet co a line should slope down away from the plant. The plant should be level within 1/2 inch, edge -1 w to edge. zI.- 1- 0 zE- 3. Position inlet and outlet lines and make connections as necessary, depending upon the Ill ui construction materials. The inlet line should be inserted and glued into the inlet elbow any v co the discharge line should be inserted and glued into the outlet coupling. Note: Open o inspection port and make sure discharge tee assembly is level and centered in clarifier prcr = w to attaching. discharge piping. Fill the tank with water until water flows from the dischar_e t- v 0 before bacfilling. Backfill around plant, up to the bottom. of the discharge connections. t ` Z Ili U= O F' z Do not install the air pump(s) in a low lying. area where water may accumulate. The air purr.: should be installed near the control panel and within 100 F . of the tank. Air pump can be installed outdoors or in a clean, well ventilated area, such as a tool room, garage, etc. IF the linear air pump is to be installed in an additional enclosure: the enclosure must be approved by Delta in writing. 5. Mount the control panel in an area such that the alarm can be heard and be readily observed. A 3 -wire grounded GFI circuit is required for safety. Install a disconnect switch near the panel to visually disconnect the control panel from the power source. All electrical work shall be done according to NEC and local code requirements. The control panel must be grounded. Connect the source ground wire to the around location in the panel. 6. The control panel is rated for indoor and outdoor use and contains a fuse for the air pump: An electrical malfunction in the air pump or wiring to the air pump will cause the fuse to blow. The control panel also contains a pressure switch and visual and audible alarm. Loss of air pressure caused by air pump system malfunction or a high water level in the treatment plant will cause the alarm to sound and light to illuminate. 7. Attach control panel to suitable mounting surface using all four mounting holes on back of box. Use proper screws of sufficient length to insure a secure and permanent mounting. • S. Control panel is rated for outdoor service, however, do not place it where it can be immersed in rising water or where run -off water such as from a roof will fall on it. Do not mount it where it is subject to wetting, from sprinklers, hoses, etc. 9 The control panel must never be connected to a circuit that is not properly grounded. Nei: connect the unit to a non - grounded circuit. If there is doubt, have a qualified electrician check for proper grounding. The control panel must be connected to a 20 amp maximum electric source equipped with a ground fault interrupter (GFI) circuit breaker. A standard circuit breaker can be replaced with a GFI circuit breaker which can be obtained from alrn cs: any store that sells electrical supplies. • 10. After the control panel is properly mounted, connect conduit and install wiring as shown ,:n drawings bound herein. 11. Install float switch wire from the control panel to the treatment plant. Wire can be dire:: • burial type OF 600 volt or can be installed in schedule 40 pvc conduit. Use type TH YVN, 6Ct_: volt if installed in conduit. Wire must be buried in accordance with NEC table 300-5. If in doubt, bury 24" deep. Keep sufficient distance or depth from air line to avoid confusion pipes or damage to wiring during insta llation or repair of air piping. Connect to the Pica: switch normally open contacts using. underground rated compound filled wire nuts. 13. Connect the pressure.air tubing to the 11S" barb - fitting in the air piping system:. The air should be protected by conduit as shown on drawing. 13. Install 314" schedule 40 PVC piping between air pump and treatment unit. A minimum of I_ ground cover is recommended. 14. Turn power on to control panel. Air pump should start. 13. Check air piping joints for leakage using a soapy water solution. Repair if necessary and then carefully backfill air line and inlet and discharge piping and cover plant to grade level. 16. Re -check water level in the tank. 17. Plant is ready to receive incoming sewage. No special start-up procedures are required. The process is naturally occurring and does not require any special additives. 13. Test alarm circuit by momentarily squeezing air tubing and allowing air pressure to decrease. This should take a few minutes. Alarm should occur. Release air tubing and alarm should stop. Lift float in tank to horizontal position. Alarm should occur. Release float. Alarm should stop. The audible alarm can be turned off by flipping the toggle switch on the panel front door to the left. 19. Close cover on control panel and lock if necessary. • 4 4 20. In the event that a fuse blows, replace with time delay or slow blow, 125 volt minimum voltag.e rating and the same amp rating as the existing fuse. The distribution of air to all droplines must be uniform. If the air flow is not evenly distributed, check the air pump or the main air line. Spend time with your customer whenever possible. Review operation instructions. Be sure that the customer has a manual to keep. This saves valuable time avoiding. return visits. ?3. Retain these instructions for future reference. 2 1. 24. .kRT'G: Control panel contains high voltage and must only be installed and serviced qualified personnel. y " • • DELTA ENVIRONMENTAL PRODUCTS, INC. RECOMMENDED INSTALLATION PROCEDURE 1. Excavation Ding hole from the side for accurate sizing. This reduces the bridging distance between the tank and undisturbed soil and provides good support for inlet and outlet pipes The bottom of the hole should be undisturbed and level. I f leveling is necessary due to over excavation, use sand for fill. Note: Never place tank directly on rock. Place at least six inches of sand bedding between the tank and rock surface. 2. Tank Placement Use the backhoe to set tank. Lifting lugs are furnished to lift the tank. Caution: Do not lift the tank by means of inlet or outlet pipe. Level tank to within '/_ "of horizontal plane. . Caution: A small amount of soil or sand should be used around the bottom of the tank to hold it in place. Sand is best. If excavated soil is used, tamp it underneath the tank to provide a good base. 3. Fill Tank With Water Place hose in 6" riser or 24" manway. Begin filling tank with water. - - - ;13.1.4:4443.1, 41. 4. Electrical Controls and Compressor Mount control panel and install fittings, tubing, and piping to tank and compressor location. Caution: Do not connect anything but the compressor into control panel otherwise you may blow the fuse in the control panel. 5. Inlet/outlet and air connections Properly make solvent cemented inlet, outlet and air connections . 6. Filling the tank Finish filling. tank with water until it drains out of outlet. Begin backfilling with natural soil or a good backfill material. Caution: Tank should never be left empty in the ground. Always refill the tank with water after cleaning or pumping out. Never use soft wet clay as backfill. • 7. Air Distribution Turn the compressor on and check all air connections and piping for air tightness. Observe air /water mixture through 4 ". riser. Note: If electrical service has not been installed, for checking air distribution system during installation , use an extension cord to run compressor. Never leave the extension cord plugged in. Remove it after inspection is completed. Wa rning Possible Fire Hazard Do Not plug into main service equipment on power pole .Do Not use extension cords SG:::; d.�itx:: 5s:.�t.rw..:;i:,�,'.(i.;vt r::s�.'s:e,1�a':a:�:' •iii s: «z i • • • • • � ` 1 r • 0. *• h •% • 8. Final BackfillingBacki,. should be mounded above grade slightly to allow for settling. Tamp the backfill beneath the inlet, outlet and air piping to provide good support. 9. Trim Inspection Risers Trim inspection risers to proper length. The 4" aeration inspection riser also serves as a vent for the tank. Caution: The bottom of the 4" aeration riser must be above the water level for both visual inspection and ventilation. Both of the 6" and 4" top caps must be above ground level to'prevent ground water from entering 'the risers. Caution: Care must be taken not to push the 6" Clarifier Inspection Riser down too far. This may cause damage to the effluent discharge tee assembly and the clarifier. Caution: Maximum burial depth - 2 feet from the bottom of the riser neck. For burial depths beyond 2 feet contact factory. For further details refer to the installation manual TREATMENT PLANT A B C D E F G E DF40 4' -11 3/16" 4' -S 3/16" 5' -6" 4' -5 9:16" 1' -0" 10" 6' -0" 1C DFS 0 ' 4' -11 3/16" 4' -S 3/16" 6' -0" 4' -5 9/16" 5' -0" 10" 6' -6" 1: : . DF50r. . 5' -10 3/16" 5' -7 3/16" 5' -6" 5' -4 9/16" 5' -11" 10" 6' -0" 1C' DF60 5' -7 3/4" . 1' -4" 6' -3" 5' -1 1/2" 5' -9" 11 1/2" 6' -9" 1::" DF 7 5 6' -0 1/2" 5' -8 1/2" 6' -9" 5' -6" 6' -2" 11 1/2" 7' -3" E ' F 10G ,� 5/8" o -� 5/8 -_ "" i -6 � -11 1/2" 6'-8" �� 1 -0 , S'-0" . ' DF 100 A 5' -9 5 /3" • " 5' -6" 8' -0" 5' -3" 6' -0" 1'_0" 8' -6" 1 DF100B 6' -5 5 /S" 6'-2" S' -0" 5' -11 1i=" 6` -S" 1' -1" 8' -6" i'_ • DF 150 8' -3 5 /3" 8' -0" 8' -0" 7' -9 1/2" S' -6" 1' -0 3/4" S' -6" 11"..." • . Refer to Treatment Plant Drawings DIMENSIONS A B dill Y Air Cutlet UNZAR To tank Air -- Outlet ROTARY To tenk ?re If a' &I• • - :r• ' t Pi a e..... •.• Delta Environmental Products, Inc. P.O. Box 969 Denham Springs, LA 70727 Grua. cl - r—,i Plan Vie',v (with cover removed) As retuired Al T Section A—A ' I Cutlet to, C Air Drop Line D Note: See .t.. _r.sien sheet for rt.: r cir crops Alternate Access Sewage Treatment Plant • yodel DF.o DKy BY: DATE: SCALE: C. COX • . I 1/29/97 I N.T.S. DWG. No.: JOB NO.: CRT601 N/A I Z W W V O 0 N o cn • u_ W 0 LL. < I I... W Z = F- ZI- W ui U O — O H W W H~ � o .. Z W U2 0 H z r • , r a""'S!"m! i Grade Elev. 24" FLAT NON—SKID SURFACE NP1 24" NON — SKID POLYETHYLENE COVER 1t I ts— ttr— t nt--- -t —� II.I�III- Delta Environmental Products, Inc. P.O. Box 969 Denham Springs, LA .70727 � JAI A 0 .)0 0 0 0 0 0 0 1 K 0 0 0 0 0 0 0 0 0 0 0 0 0C 90�000 fM livS ,C, 24" MANWAY COVER OWN BY: DATE: SCALE: C. COX . I 1/29/97 . N.T.S. 1 1 1--- -I I i-- -I I I -I 1 1 -1 I -{ I -_ I-111-111 1 H—I 1 1-11 SECURED BY 4 STAINLESS STEEL TAMPER • PRCCF SCREWS NP2 l NAME PLATE DATA NP1 DELTA ENVIRONMENTAL PRCGUC 7S, INC. 1 -800 -219 -9183 NP2 MODEL DFXX -X XXXX GPO ANSI/NSF STD 40 CLASS 1 SERIAL NO. XXXXX 1 LAB RECEE " -_. 2" X 5" (TY?. 2 PL.CE:, Alternate Access Porgy yodel DF 50 DWG. NO.: 1 JCB NC.: CRT613 N/A 3T z W Ce 6 U 00 rn N W J I J a = • a F W z I- 0 z F LU � 0 0 0 O I- W W H �Z U = 0 z TREATMENT PLANT TREATMENT CAPACITY (GPD) TOTAL VOLUME (GAL) AERATION VOLUME (GAL) CLARIFIER VOLUME (GAL) BOD LOADING (LBSrDAY) NO. OF .AIR DROPS DF40 400 764 596 168 1.00 5 DF50 500 909 720 189 1.25 ; DF50A 500 . 925 732 . 193 125 DF60 600 1147 867 280 1.5 6 DF75 750 1438 . 1100 338 1.88 6 DF100 1000 1926 1470 456 2.5 8 DF100A 1000 1926 1429 497 2.5 S 1 DF100B 1000 2191 1759 432 2.5 8 I i DF150 1500 2882 2227 655 . 3.75 3. IN . ,I• • X SPECIFICATIONS MATERIALS OF CONSTRUCTION: • Suffix NI - Aeration Tank -Steel . Cover -Steel Clarifier - Fiberglass V Suffix F &FF - Aeration Tank - Fiberglass Cover - Fiberglass Clarifier - Fiberglass Suffix . 0 - Aeration Tank - Concrete Cover - Fiberglass Clarifier - Fiberglass Suffix CA & CC Aeration Tank - Concrete Cover - Concrete Clarifier - Fiberglass Model Compressor Motor full Measured Electrical load AMPs Operating Reouirements Watts DF -40 5060A 1.75 63 Watts • 115 volt - single phase • DF -50 5060A/5080S . 1.75/2.1 63/85 Watts 115 volt - single phase DF -60 5080S 21. 85 Watts 115 volt - single phase DF -75 5100S 2.71 110 Watts 115 volt - single phase DF -100 (2)5080S (1)QR -0080 (2)2.1 (1)10.4 (2) 85 Watts (1)640 Watts 115 volt - single phase DF -150 (3)5100S (1)QR -0100 (3)2.71 (1)10.4 (3)110 Watts (1) 850 Watts 115 volt - single phase PARTS LIST: ITEM MATERIALS OF CONSTRUCTION Aeration Ta nk Clarifier Air Distribution System Access Cover Discharge Piping Assembly .... . Air Pump Assembly Sample Port Control Panel . High Water Float Switch Electrical Requirements 1 See Above 2 See Above 3 PVC 4 Polyethylene 5 PVC 6 See Air Pump Parts List 7 PVC 8 NEVLA 3R Steel or NEMLA 4X Fiberglass 9 Polyethylene z z c w 6 00 0 w� U) u_ w 0 �a = w Z Zo • 0 o - Cl w W L I o Z U 0 z :.::;$.iwc .:: t. vh�. Y '�.�1 \�vini�- .il'ub'ik`w'.i•,5 i:.+jF.:u� «�.S�iii:.:�.t++7�: • •-. MEETS PUBLIC HEALTH STANDARD • • DISPOSABLE INSERT NO SPECIAL ATTENTION OR MEASUREMENT • NO ADDITION OF DANGEROUS CHEMICALS e HUNDREDS OF GALLONS ARE PURIFIED FOR EACH PENNY OF OPERATING COST . • DESTROYS FECAL CO LIFORM • UInECT Iaunl/.. L uv WASTEWATER DISINFECTOR GPM 6 ULTMVIOLET DISIftrECTOfi UV The Dlslnfector, Inc. 1.077.770,1500 4 NOTE: TEST PERFORMED BY A THIRD PART TESTING LABORATORY FOLLOWING STANDARD 40 CLASS I AEROBIC TREATMENT UNIT FOR A• SIX MONTH PERIOD WITH A MEDI CONCENTRATION OF 10 CFU /100 ML. r t4< 4 #kkt VF y,r ; PtICi M. • `Y ) �43A ALL MICRO-ORGANISMS ARE SUSCEPTIBLE TO ULTRAVIOLET DISINFECTION NO DANGER OF OVERDOSING • WASTE IS DISINFECTED AS SOON AS IT LEAVES THE UNIT SIMPLE .INSTALLATION • AND MAINTENANCE • PROVIDES CONTINUOUS DISINFECTION • NO CHLORINE CORROSION PROBLEMS Vd Z _,- ~ W w J 0 Tn 0 J • LL W � a CO = � W Z H ZO W • W U � O D- O H W L L' O Z U= O~ Z MEETS PUBLIC HEALTH STANDARD DISPOSABLE INSERT NO SPECIAL ATTENTION OR MEASUREMENT A NO ADDITION OF DANGEROUS CHEMICALS 0 HUNDREDS OF GALLONS ARE PURIFIED FOR EACH PENNY OF OPERATING COST w DESTROYS FECAL COLIFORM 'UIREC'1' I3Ulll /• \L WASTEWATER DISINFECTOR uv GPM 6 ULTRAVIOLET OISII rccTon UV The OIsInfeclor, Inc. 1.077.770,1500 4 NOTE: TEST PERFORMED BY A THIRD PART TESTING LABORATORY FOLLOWING STANDARD 40 CLASS I AEROBIC TREATMENT UNIT FOR A' SIX MONTH PERIOD WITH L\ MEDIAN CONCENTRATION OF 10 CFU /100 ML. • v wwMw! new+» r.. snu+ n�• wrn+. w .r +ex +..,n+wwr.:.w.� +.w.,•..�. ,... ALL MICRO - ORGANISMS ARE SUSCEPTIBLE TO ULTRAVIOLET DISINFECTION • NO DANGER OF OVERDOSING WASTE IS DISINFECTED AS SOON AS IT LEAVES THE UNIT SIMPLE, INSTALLATION • AND MAINTENANCE PROVIDES CONTINUOUS DISINFECTION NO CHLORINE I CORROSION PROBLEMS B4. MAP AND PANEL NUMBER 530 3360 B5. SUFFIX F B6. FIRM INDEX DATE B7. FIRM PANEL EFFECTIVEiR&LED DATE � /9 Y /6, /95 88. FLOOD ZOES) 'p ~ f ' Ca „ 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth d flooding) / SO' 4c - i,w, or NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. BUILDING OWNER'S NAME r, 5 7 ,- / 42. O SECTION A • PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including ApL, nit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 13.75 6 r 2f A Ve', .S CITY STATE ZIP CODE 7v 4 ,E /e. . WA. ? /6 8 SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ADDRESS /¢2 ¢S` .” 9 ? 1/ S, CITY ,�wi� SIGNATURE.�f / / l/ r'" r ) UU SSE REVERSE SIDE FOR CONTINUATION, . . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I codify that the 4nformation in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. CERTIFIEJU NAMES c _,8 6S 7 TITLE ,e COMPANY NAME Policy Number RECEIVED TI WWII A DEC 1 9 2003 PERMIT CENTER Fa Insurance Company Use: 'Company NAIC Number PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number Legal Desaiption, etc.) G oT 3/∎ PL A 7 c- . -7. .p /l•6/ CARD 7 Awe 7s / Z 172 o a /5 S BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) . .S, ,c .E: 7 L LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##' - ##' - ##.##' or ##.tom) 0 NAB 1927 ❑ NAD 1983 QMSGS Quad Map ❑ Other. 7Y V rz 7 ✓�v�".,--x -c. B1. NFIP COMMUNITY NAME &COMMUNITY NUMBER G'/ 7y OF 7//4'lrte /Gi4 S3 ao 9 / 82 COUNTY NAME /l /w4' B3. STATE 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 0 FIS Profile [ M . ❑ Community Determined ❑ Other (Describe): 611. Indicate the elevation datum used for the BFE in 89: 91165D D 1929 Q NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: a strudion Drawing? ❑ Bulking Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the building fa which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) ,2'o ed4 N(Y -CO ' A/2 £ C3. Elevations -Zones M-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARJAO Complete Items C3.-ai below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used to the BFE in Section B, convert the datum to that used fa the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ---..-- Conversion/Comments /VG U/1) ' Z 9 Elevation reference mak used Does the elevation reference mark used appear on the FIRM? ❑ Yes to ❑ a) Top of bottom floor (including basement or endosure) / 7 , v ft.(m) ❑ b) Top of next higher floor 26.0 ft(m) O c) Bottom of lowest horizontal structural member (V zones only) /6.4 ft.(m) //c 7,E : S 7E /DO -Y/z ❑ d) Attached garage (top of slab) /6. £ft.(m) ,z , o .d O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) /6 . ft(m) ( = /S, r ❑ f) Lowest adjacent (finished) grade (LAG) /S. 3 ft(m) O g) Highest adjacent (finished) grade (HAG) Li. 8 ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade /4 . @, 7z SF . ❑ i) Total area of all permanent openings (flood vents) in C3.h /oagsq. In. (sq. cm) (APPR o k . STATE ZIP CODE wi4 98/66 TELEPHONE (2a of 242- 7 66. REELACES ALL PREVIOUS EnITInNC z Iz cc w J U U 0 N W J E- U) w W 2 -I tL < = • a w z = W • 0 o U W w I r- u' O w U = O~ z ADDRESS 6344 3 3 a2 D A 10/E, S, SIGNATURE COMMENTS FEMA Form 81 -31, JUL 00 Insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding Information from Section A. • BUILDING STREET ADDRESS (Including Apt, Unit , andla Bldg. OR P.O. ROUTE AND BOX NO. / 335`5 '"6 ? Ave, ,.r clrr Tv,ew /L . STATE ZIP CODE 1�'8/ 6 8 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) bullring owner, COMMENTS T., S, /?..et / > 5S(// C' oa. ME s.. 5L /4 /17G y /o At e:) /N , o p Ef f C /-c✓ L- S3 ast / /t/. /`e7.5 , > / 7 , //'> c d 2 /5 , t/, / D O ->2 !/E r'- 0 Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) A /A- Fa Zone AO and Zone A (without BFE), Complete Items El through E4. If the Elevation Certificate is Intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Bullring Diagram Number_(Select the builchng diagram most similar to the building for with this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the buidiing, provide a sketch a photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is ft.(m) _in.(c m) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Bullring Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communit}Is floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E fa Zone A (without a FEMA- issued or community- issued BFE) a Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPER OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME C3 7 /GG o 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The Iocal offidal who is authorized by law or ordinance to administer the community's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certifica�e.ete the applicable items) and sign below. G1. Information in Section C was taken from other documentation that has been signed and embossed by a linen. ed survey 411D or architect who is authorized by state a local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA4issued or community- issued BFE) a Zone AO. G3. 0 The following information (Items G4-G9) is provided for community tloodplain management purposes. • G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor ( induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooring at the building site is: CITY _S g ZIP ODE S�i4 • (/Y /� � // 8 DATE TELEPHONE / — / /`" (Z067)889- 4713 _ __ft.(m) _ (m) Datum: 4 1 1 1 4FENEC t . F TI WWII A DEC 1 9?fD1 LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE n PERMIT CENTCR SIGNATURE DATE COMMENTS 0 Check here if attachments REPLACES ALL PREVIOUS EDITS z Z Ce J U U � Traffic Control Plan for Right-of-Way Construction W -J F- Wo The following traffic control measures will be in place or in effect during any IL.Q = 1. One individual will be given the responsibility for traffic control and traffic Z safety during the construction. This person must be on site during construction O and have a copy of this plan in his possession. W w 2. One individual will be given the responsibility (either as the same person as 8 above or an individual under him) for attending to, monitoring and guiding traffic o ~ through the construction area. This person will have on a safety vest and hard z 0 hat, and will maintain a courteous, friendly and attentive manner with the public. LL .. z w U= o ~ z December 11, 2003 construction within the public right -of -way: 3. The traffic restricted area will be marked with safety cones guiding traffic around the work area prior to moving heavy equipment into the area. 4. The work area will be off - limits to local adults and children, or any one else not involved in the construction. 5. Every effort will be made to close off only one lane at a time, and to minimize any time in which both lanes are closed. 6. If it is necessary to leave a trench open overnight, the trench will be completely covered with steel plates and warning signs placed before and after the "BUMP ". Questions relating to this matter may be referred to this office. Bruce S. MacVeigh, P.E. Civil Engineer Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same PENOR05.doc ,ilia/ �.1 / cl RECEIVED CITY OF TMKWII A DEC 1 9 2003 PERMIT CENTER Tbo' w315 7 Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59`" Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same cc QQ w J U 0 N 0 cow J Subject: Feasibility of Infiltration for Residence, 13355 56th Avenue S., Tukwila, WA 2 u ~ . w 0 2 gQ co = w Z = � Z I- December 11., 2003 1. Site infiltration of the roof runoff and parking pad runoff was determined to not be feasible for several reasons, irrelevent of the factors given in Appendix C. The site has silt soils requiring relatively large infiltration areas. For the same reason, the reserve drainfield area behind the building requires an area equal to that shown in the front yard. There is not room to place both in the rear yard area, especially with 30 foot trench separation from drainfield trenches and the setback required from the river bank for an infiltration system. As such, a standard residential dispersion trench is recommended and is shown on the site plan. 2. The area of the building is 1,700 SF and the area of the parking pad is 1,300 SF, the total being 3,000 SF. Per Appendix C, 10 LF of trench is required for each 700 SF of contributing area, the length required in this case being 43 LF. Due to the narrowness of the lot (50 feet) and the required 5 foot setback from property lines, a dispersion trench of only 40 LF is possible. This is believed to be adequate in the the derivation of the 10 foot per 700 SF is not precise, and in this case would be considered close enough to be ignored. Questions relating to this evaluation may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer 0D -T Iii 7/21v D8.5, PENOR05.doc RECEIVED CITY nFTlI<IJ' A DEC 1 9 2003 PERMIT CENTER 3 -387 i,........ . awi 'u'`as1:4ie -ii..a lka4L u1sX,..k.;,no ka a! >Sl! • w U O — O I— w W 1U z `c c° H= 0 z December 11, 2003 City of Tukwila Attn: Jill Mosqueda, P.E. 6200 Southcenter Blvd. Tukwila, WA 98188 Subject: Jun Castillo Residence, 13355 56th AvenueS., Tukwila, WA, - Pollution Insurance Requirement for Right -of -Way Installation of Water Service, Gas Line and Other Wired Utilities Dear Ms. Mosqueda: Reference the requirement for contractor pollution liability insurance to the amount of $1,000,000 for the two trenches in the right -of -way. It appears that this type of insurance is not standardly available except for signifcant work in or near surface waters. As such it would not be considered usual for the work in this project. Request this requirement be modified or waived. As such, the requested insurance could be made available if determined to be absolutely necessary, but only as a specialty item from an insurance company at high cost. Bruce S. MacVeigh, P.E. Civil Engineer Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 (206) 242 -7665 PENOR04.doe RECEIVED (lire (7F TIWA /u 4 DEC 1 9 2003 PERMIT CENTEk c • January 28, 2004 Mr. John Jones 4908 22n Avenue NE Tacoma, WA 98422 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -387 Castillo Residence —13355 56 Avenue South Dear John: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: David McPherson, P.E., at 206 431 -2448, if you have any questions regarding the attached memo. (Also, enclosed is an FYI memo from Carol Lumb, planner assigned to the file) Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the nail or by a messenger service., If you have any questions, please contact me at (206) 433 -7165. Sincerely, / L Stefania Spencer Permit Technician encl xc: File No. D03 -387 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ne rrR r�rwwrrc :x,� c w w., e. Steven M. Mullet, Mayor 10/11/2004 12:06 4252558630 PAN ABODE OCT. 11. 2004 (HON) 11 : 03 Castillo Raaidanoe Attn: Dave .Larson, .City, of Tukwila,. Bldg. I nspoc;lor It'has carne to my attention that a note on the floor pla for Mr. Gastlllo'S home needs some clarification. The rea a' (2) 3 1 /5" x• 5 1/8" exposed posts, Thls-ref rs posts #18 and #19. I Is not intended to be a dbl. post at Location #18. • If there are any furtner questtans, please. let me know. Ruse Barney Design: Dept. • . Pan Abode Homed,. Inc; Ph: 425.255 - 8260 Fax: 425 -255 -8630 18 �T R 11P" Y .01 4 10 / 8 I113'X 51/8 WOW ram (1)@ &l T9 /TO 3D0d • sax+; w$ ' (,c4 SSCr,g • (. -6107 ilabt La Weei11Q1of18IA N.• • Fieta i, WAS 000) =4140 Fax (MS) RN 08911 1 -600.7 ANDER60N PEYTON PAN ABODE -MOM6S, www.panabotlehomes.com • mop PNd PAGE 01101 , PAGE. 2/2 �:i Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. z Tukwila, WA 98168 z Office: (206) 242 -7665 Fax: Same re, w JU 00 N U) w w � w 0 u. Subject: Foundation Depth Guidance - Finished Grade Determination, New Residence, 13355 56th Avenue S., Tukwila, WA (D03. 387,1. Castillo) May 10, 2004 City of Tukwila Attn: Building Department Dear Sir: 1. The foundation cuts for the base of the stemwall footing for the above new residence were cut 6" to 12" below grade. Based on a site visit, they were noted to be below topsoil and on undisturbed soil. Code requires a finished depth for the base of the foundation wall to be a minimum of 18 ". 2. It is recommended that the area immediately around the outside of the footing be backfilled so that the finished grade provides an outside depth of cover of the minimum 18 ". 3. This will have the advantage of raising the foundations farther above the saturated soil level during a high water level event of the adjacent Duwamish River. It will have the additional advantage of draining surface runoff away from the crawlspace area in a more positive way during general storm events. 4. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/24/ �5 /U / ii PENOR08.doc RECEIVED MAY 1 1 2004 DEPARTMENT c..k '4, = a w z = I- 0 z t- w • w U O - O H wW 0 I= L I 0 w z U = 0~ z May 10, 2004 City of Tukwila Attn: Building Department Subject: FoundationSoil Bearing Pressure, New Residence, 13355 56th Avenue S., Tukwila, VGA;( `: ' . Castillo) Dear Sir: 1. Based on the dense silty sands found on the above site, a design bearing pressure for foundations of 2,000 PSF is acceptable. 2. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer Brhce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same � p 4 PENOR10.doc RECEIVED MAY 1 1 2004 DEPARTMENT NT 6. If it is necessary to leave a trench open overnight, the trench will be completely covered with steel plates and warning signs placed before and after the "BUMP ". Questions relating to this matter may be referred to this office. Bruce S. MacVeigh, P.E. Civil Engineer z WA 98168 Tukwila, a Office: (206) 242 -7665 Fax: Same j� w re U O FEB 2 7 2004 o w = Tr Control Plan for Right -of -Way Construction PUBLIC WpRKS W o M The following traffic control measures will be in place or in effect during any U a C a = w I-- = Z E- 1. One individual will be given the responsibility for traffic control and traffic I- o safety during the construction. This person must be on site during construction z l- and have a copy of this plan in his possession. ? o U N 2. One individual will be given the responsibility (either as the same person as o F= above or an individual under him) for attending to, monitoring and guiding traffic i 0 through the construction area. This person will have on a safety vest and hard � O hat, and will maintain a courteous, friendly and attentive manner with the public. Z w co o P • ~ z February 20, 2004 construction within the public right -of -way: 3. .The traffic restricted area will be marked with safety cones guiding traffic around the work area prior to moving heavy equipment into the area. 4. The work area will be off- limits to local adults and children, or any one else not involved in the construction. 5. Every effort will be made to close off only one lane at a time, and to minimize any time in which both lanes are closed. Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. RECEIVED (.IIY OF Tl1KW11 A `, 5 , LTR# PERMIT CENTER PENOR07.doc RECEIVED CORRECTION gpos- 3s7 r • Army WWI Anderson - Peyton Structural Engineering Consultants A Division of ACP Consultants, Inc. Sheet_I of Zg Date: 12/2/2003 Design By: IDF Project: Location: Client: Structural Engineer: Project Number: Code: Loads: • Castillo Res. Tukwila, WA Structural Calculations Pan Abode Homes Anderson - Peyton Structural Engineering Consultants 31620 23rd Ave S, Suite 321 Federal Way, WA 98003 03.228 1997 UBC I. Vertical Loads: Snow: Floor: I1. Lateral Loads: Wind: Seismic: Soil Type: 1 Lln dr S ii . . RECEIVED CITY OF TI IRWII A DEC 1 9 2003 PERMIT CENTER 25 PSF • 40 PSF 80 MPH B Exp 3 Zone Sd coy op ut�r /� APPRp uA PEAR / 1 2004 AS !VOT f L. DING D ° I)0 4 5q- - .5 8 7 Expires 2/19/05 ';i w;:3Yaa.:.1 •. • YU. i., i+ 'v�+.h+ H•io1�m "aLQ.k:433ki.• • iftrea PROJECT NAME: Castillo Res. Sheet 2 PROJECT NUMBER: 03.228 ANDERSON - PEYTON Date: STRUCTURAL ENGINEERING CONSULTANTS Design By: Dead and Live Load Compilation Area: Roof Net Area: Floor Dead Loads Total 13.00 PSF Live Load Snow 25.00 PSF Gross TOTAL DEAD + LIVE LOADS: 38.00 PSF Snow reduction for slope per 1997 UBC 1607.4 Slope x in 12: Angle of slope to horizontal: Reduction per 1997 UBC: Net Snow Load per UBC: Reduced Total Load: Design Load 6 : 12 26.57 Degrees 0.82 PSF 24.18 PSF 37.18 PSF 38.00 PSF Dead Loads Total 15.00 PSF • Live Load Floor 40.00 PSF Gross TOTAL DEAD + LIVE LOADS: 55.00 PSF .s.■ iy1.":111' p = qs Ce Cq I HEIGHT Building walls p in PSF p in PSF 13.2 12.2 0 - 15 Ft 14.3 13.2 15- 20 Ft 15.4 14.2 20 - 25 Ft 16.2 15.0 25- 30 Ft 17.9 16.5 30- 40 Ft 20.3 18.7 40 - 60 Ft 22.2 20.5 60 - 80 Ft Vs fai I PROJECT NAME: Castillo Res. PROJECT NUMBER: 03.228 ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS LATERAL ANALYSIS FORCES WIND: (PER UBC 1997 METHOD #2) 80 MPH Exposure = B SEISMIC: Zone: 3 qs = 16.40 PSF Ce = 0.62 0 - 15 FEET 0.67 15 - 20 FEET 0.72 20 - 25 FEET 0.76 25 - 30 FEET 0.84 30 - 40 FEET 0.95 40 - 60 FEET 1.04 60 - 80 FEET Cq = 1.30 I = 1.00 Cq= 1.20 walls only Soil Type: Sd Eqn 30-4 Cv= 0.54 Eqn 30 -5 Ca= 0.36 Eqn 30 -6 I= L00 Eqn 30 -7 R= 5.50 Nv= 1.60 (Zone 4 only) Na= 1.20 (Zone 4 only) Ct= 0.02 hn = 8 T= 0.095 Z= 0.3 V= 1.033 *W V= 0.164 *W Max V= 0.040 *W Min V= 0.070 *W Min (zone 4 only) I Control = 0.164 * W I Service = 0.117 * W Sheet of Date: 11/26/2003 Design By: IDF 0 15 20 25 30 40 60 Vt 0 .2 Olt I 2 r4 OIL SUSXI2 g 5 VD X IS 1/2 51/5X15 t7-1' r.ov ' 134 IX [1303X11/2 0.1115SCER 45 1/4' 4t.5 W-0 Or 1440 514'' 1440 ti-5 1,2• 6'41 V7 X .... 4,-- - 71111t0/11 1 1593 1 t 6) _J :41 WI — CVAISSIR — " NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. merezit %-i gsxsxitri c at ---I MEER 0 2 s;* § r�1 r.� 1:' _6 �— 51154111 s18x1V2 501.55 41 VS 101 MOO 4 V4' 04 V4' DRECT 646 Kik R(8 HI@tAD 16911PERWVIPAOAP RS SPECFICA11016 FIFEFLAA: DE5491 • MEWLS LS BY OM4 R 6%0' V • I 6'41 6'•' [4FiW VMS 54 5/4' .5 VD' 0' 10 816 5 V0 j , 5'-0 VD' jl 5 VD' 5''6 516' 4 -1 V4' 14 5/0' 114 5/4' 5611 UDR 17•0' 17.1 5/4' GREATROOM ENTRY DINING IA CEDAR 510%. NT. OP PROW ONLY 5 5•10 FACE CfRAM I POST 56906• MK L442445 BY OPMR I ? I� =SIGN LOADING: ROOF LOVID • 315F IW • D PSF (01) • RDOR LOND • 40 P5F (LL) • 8 PSP fOU • NW LON). CO ER•8 5824C SOLE • 5 SOL fff 646 A59,PED • 600 P5F 454x1Y2 4 O Y UPPER !WM FRA19N5 OV6tLAY W 4 114' VL11W. PATIO DE5O 4 HAIEPJA1.5 Si CHER ALL EXT. 71143ER SLUED 4 500E0 PER SCHEC LE MSS ALL EXT. FWD WALLS SHALL RECEIVE CODE MNN4/M LATIMAL BRAGM5 AS DEFINED PER At. SHEM ILL SGMA LE IAS.SS NOTED OTHERMC5E A SHALL E • C z ~ NN W �{n L 00 N J LL w II O O WW H ••z W U= Z �I I i l i j I[Ji qjl I I I j ICI I I I I I I IIII - I 1 11 1 1 1 1 1 1 .1 �I •I I 1 rr ?� - I-.�,� �q I h I I`1,1 I I I I -4. 12 1 _4 2 gif_ 4 - 403 2 _4 4 2 ,- 1 I J I I 4'4A V4' 1 4�;tu. I . 1 1 � 1 I � 4 1 ' I I 431�16' I4' I I 11 I .� I I r Iii d h-) I I I I I I I I I I I a , I•�I 11 ICI I I I I I l = 1' cal l l l R;-1 I I I 5 ' , I ' , 1 4'.11`114. ' 4\4 I 4111 n - , I I r f -1 653 Fn - 1 B'-1 V4' Ir-4 V4' NOTICE: IF THE I D IS DUE TO THE QUALITY THIS NOTICE TY OF THE DOCUMENT. {1 E.4 I -� �0 00 Anderson - Peyton 0� Structural Engineering Consultants A Division of ACP Consultants, Inc. PROJECT JOB # SHEET 7 OF DESIGNED DATE CHECKED DATE �Do� . fg- P//42 2k /o. P'7`f e2. G' 2e ..G - 6' ,/74'e 77d O ( . 40141, = ! .). tAci2 [ :. T6 62 = :Z:7 = 2/17q 4 _ (5 ps; Yn9 - 9 7f s- OK S 6"4(g ffOO P g = _vat z. 3* x!s � - err .. _. " i +(eicli)Ye 15 7 C- t? (I .? ÷ 3) ,� a Zug 32 ( ; ... . 2° 3 % %x (31 e 3/4) (1 . '76 Sp e = 12 77 ps; G 2 vo `12 O '2�Ci;s2. i2 2 (e- 13 )4 z. too/24"# _ '( JO65 Q . _ -z.4/ ,05 = ( 2607 „# Ste: 1/ ?%2 to) = .. (0 76" Ps; 7z4'.Q z z�O. 2 fc i! '# rZ 6 *. _21 / cs ._ o C.. _ 4 32`s3 ,�= 1 p- 2166 # C' I'of ' / 17 =G'i/ — 2(66W z- -2,1?t S = 41/4 ,a 776 ps: 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292.0940 T�+ N;!YtrR, 324 t.� • y „O00 Anderson - Peyton 0fJ Structural Engineering Consultants ono A Division of ACP Consultants, Inc. PROJECT CZA°6( . ft e»'!e F2.,1¢ 1 /M, 17 3r.k U 2S-1 . =• to )f 3,7 ' ?.4 > 74 c 1372 z3 i'r k/Z (Q) (F,r -#) /2( ez1,3' • fi/ t 7 k =3z 0G , _r . -- _ �y �: z__..._ .. kls 2� 1. 6 k = 2o' . c 6 ; a' - ?3v,, %rn / , - 6roo = /qfo 19 f * 4 7 x- u ZO f1 t o r• ok 330 -/L 3 cq ET '3 •� LL ` 11 0 r s 74. . 74•`x/ 7417/ 7_c C*C %'/Z. 38 120 -e = Cf' /O 3 30 Nt$r o = .464/ A:-= _ s'i3 JOB # SHEET OF DESIGNED DATE CHECKED DATE , 44„ 4 ■ , 4 ? 2.,s =6r s` A k = 1 id (AZ 3g6;I .`.� •6C t03,1 20= Q noc '# _ 0-2O0 ' z 33 ?2e - (k12 = 11 / >- 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941-9939 Seattle / Eastside (206) 292-0940 ,,vk Ins ur • J Anderson - Peyton ❑O❑ Structural Engineering Consultants = A Division of ACP Consultants, Inc. PROJECT tjlti�:�'xi�_�iN:i:i�C.Yt {:yin '.:ti,i , ✓•�.4.,...,�� .. ... 4R SHEET OF DATE DATE JOB # DESIGNED CHECKED 2( _. /67 ._� �,.... ..._.. �_ . ?e,, ;Br, is zr Z-I ,ec r' 1M' Y og' #-' s e,4' o- 3,x /3 % • kk = 919 ' sZl: 49e Teco 0( • ty :.. mkt';_ . _ s). K. _ ?066;: : e: 1"..16I0 ro . I 0 45 >4"(e, 5 e?. ' - 6; i??o = 4._7 ?S � ' ;3" }300 t # :... i 31620 23rd Avenue South, Suite 321. Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292 -0940 •..nwP.,ronMnK^%rS?!l t. "MiTV.'C@'1IMR tL..9X6 1!xYi?,11V,MTA Timber Member Information 0 Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft 15.00 5.125x13.5 5.125 13.500 Mn 0.00 GluLam 5.00 5.125x13.5 5.125 13.500 Mn 0.00 GluLam Loads Live Load Used This Span ? Yes Yes Dead Load #/ft 154.00 154.00 Live Load #/ft 195.00 194.00 Point #1 Dead Load lbs . 445.00 . Live Load lbs 588.00 ® X ft 4.000 Results Mmax © Cntr in -k 75.8 0.4 X = ft 6.00 4.60 Max @ Left End in -k 0.0 -93.1 Max CO Right End in -k -93.1 0.0 fb : Actual psi 598.0 598.0 Fb : Allowable psi 2,400.0 2,400.0 Bending OK Bending OK Shear @ Left k 2.10 2.63 Shear @ Right k 3.13 0.14 fv : Actual psi 58.9 48.7 Fv : Allowable psi 240.0 240.0 Shear OK Shear OK Reactions & Deflection DL © Left k 0.93 2.54 LL @ Left k 1.17 3.22 Total 4 Left k 2.10 5.76 DL @ Right k 2.54 0.06 LL ® Right k 3.22 0.09 Total @ Right k 5.76 0.14 Max. Deflection in -0.112 0.008 X = ft 6.70 1.87 Query Values ds� I.44 • 1 .g r-5 trtoial Rev: 510300 User. KW- 0504293, Ver 5.1.3, 22 -Jun -1999, Win32 _ (c) 1993.99 ENERCALC Multi -Span Timber Beam Page 1 Description Beam 21 General Information r Douglas Fir, 24F -V4 Spans Considered Continuous Over Support Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi Fv : Basic Allow 240.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements Location Moment Shear Deflection ft in -k lbs in 1.75 36.8 1.5 - 0.0446 10.63 0.0 0.0 0.0000 Title : Dsgnr: Description : Scope : Date: Job # (0 .uc'+ln'C.' ; �:+ �,: .�'.:.,.�..,�.,�........,._ -... .. , .'`W4;ib' ^� irk `t >w...i:�:�;;.t+= :t,�,i.;�6•� ��v,';�f., Timber Member Information Description Span ft 8.50 11.00 Timber Section 5.125x13.5 5.125x13.5 Beam Width in 5.125 5.125 Beam Depth in 13.500 13.500 End Fixity Mn Ph Le: Unbraced Length ft 0.00 0.00 Member Type GluLam GluLam Loads Live Load Used This Span ? Yes Yes Dead Load #/ft 154.00 154.00 Live Load #/ft 195.00 194.00 Results Mmax @ Cntr in -k 16.3 39.8 ® X = ft 2.78 6.60 Max @ Left End in -k 0.0 -52.1 Max © Right End in -k -52.1 0.0 fb : Actual psi 334.8 334.8 Fb : Allowable psi 2,400.0 2,400.0 Bending OK Bending OK Shear © Left k 0.97 2.31 Shear © Right k 1.99 1.52 fv : Actual psi 34.7 41.8 Fv : Allowable psi 240.0 240.0 Shear OK Shear OK Reactions & Deflection DL @ Left k 0.43 1.90 LL @ Left k 0.54 2.40 Total @ Left k 0.97 4.30 DL © Right k 1.90 0.67 LL lb Right k 2.40 0.85 Total @ Right k 4.30 1.52 Max. Deflection in -0.005 -0.031 0X= ft 3.00 6.16 !Query Values i.4 Rev: 610300 User. KW-0804293, Ver 6.1.3, 22-Jun-1999, WIn32 (c) 198399 ENERCALC Multi -Span Timber Beam Page 1 Description Location Moment Shear Deflection Beam 25 Douglas Fir, 24F -V4 Spans Considered Continuous Over Support ft in -k lbs in 1.75 13.8 0.4 - 0.0037 10.63 7.6 -1.4 - 0.0045 Title : Dsgnr: Description : Scope : Date: Job # (1 General Information Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi Fv : Basic Allow 240.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements Era 1a1 ! t PA raqi Crawl space floor framing TJ- Beam(TM) 6.10 Serial al er 00 00 th e 9 1/2" TJI ® /Pro(TM) -150 @ 16" o/c User: 2 11/24/2003 2:48:21 PM Page 1 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis is for a Joist Member. Primary Load Group .. Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Width i ! 1 Stud wall 3.50" 2 Stud wall 3.50" Bearing Length 2.25" 2.25" DESIGN CONTROLS: Maximum Shear (Ibs) 425 Vertical Reaction (Ibs) 425 Moment (Ft -Lbs) 1230 Live Load Def I (in) Total Load Def I (in) TJPro u�+ - Deflection Criteria: STANDARD(LL :U480,TL:U240). Vertical Reactions (Ibs) Detail Live/Dead/Uplift /Total 320 /120/0/440 320 /120/0/440 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board Design -419 425 1230 0.125 0.172 48 Control 1120 1016 2839 0.290 0.579 30 A3: Rim Board A3: Rim Board Control Passed (37 %) Passed (42 %) Passed (43 %) Passed (U999 +) Passed (L/810) Passed Other 12' Product Diagram is Conceptual. 1 Ply 1 1/4" x 9 1/2" 1.3E TimberStrand0 LSL 1 Ply 1 1/4" x 9 1/2" 1.3E TimberStrand0 LSL Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 - Allowable moment was increased for repetitive member usage. - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.32 PROJECT INFORMATION: Copyright ° 2003 by True Joist, a Weyerhaeuser Business TJI° and TJ -Beam° are registered trademarks of True Joist. e -I Joist',Pro' and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Ian Frank Anderson - Peyton 31620 23rd Ave South Suite 321 Federal Way , WA 98003 Phone : 253 - 941 -9929 Fax : 253-941-9939 ifrank @ anderson - peyton.com v"f, Crawl space floor framing TJ- Beam(TM) 6.10 Serial Num r. 70030072 8 91 /2" TJI ® /Pro(TM) -150 041 16" o/c Page 2 Engine 11/24/2003 erson: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED aaaa /3 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business TJI° and TJ -Seam° are registered trademarks of Trus Joist. e -I Joist - ,Pro - and TJ -Pro' are trademarks of True Joist. OPERATOR INFORMATION: Ian Frank Anderson - Peyton 31620 23rd Ave South Suite 321 Federal Way , WA 98003 Phone : 253-941-9929 Fax : 253-941-9939 ifrank@ anderson - peyton.com C:OViC " Cd ie y(.:.iiiJ' - vzw4:':,i • 4Wi....%44.1 4 -dui. ... • iv.+....r Crawl space floor framing TJ- Beam(TM) 6.10 Serial Nu t) 00300 9 1/2" TJIO /Pro(TM) -150 @ 16" o/c User: 2 Page 3 Engine Vers on: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Pm ij Max. Vertical Reaction Total (lbs) 440 440 Max. Vertical Reaction Live (lbs) 320 320 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 114 -114 Max Shear (lbs) 116 -116 Member Reaction (lbs) 116 116 Support Reaction (ibs) 120 120 Moment (Ft -Lbs) 335 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 419 -419 Max Shear (lbs) 425 -425 Member Reaction (lbs) 425 425 Support Reaction (lbs) 440 440 Moment (Ft -Lbs) 1230 Live Deflection (in) 0.125 Total Deflection (in) 0.172 PROJECT INFORMATION: Copyright ° 2003 by True Joist, a Weyerhaeuser Business TJI° and TJ -Beam° are registered trademarks of Trus Joist. e -I Joist - ,Pro - and TJ -Pro' are trademarks of Trus Joist, 11' 7.00" A OPERATOR INFORMATION: Ian Frank Anderson - Peyton 31620 23rd Ave South Suite 321 Federal Way , WA 98003 Phone : 253 - 941 -9929 Fax : 253-941-9939 ifrank @ anderson - peyton.com . v....-.... �a:. l�. 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C OF JOB # SHEET DESIGNED DATE CHECKED DATE 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941-9929 Fax: (253) 941-9939 Seattle / Eastside (206) 292-0940 t I t f jYttra 000 Anderson - Peyton 000 Structural Engineering Consultants = A Division of ACP Consultants, Inc. PROJECT SHEET ( OF DATE DATE JOB # DESIGNED CHECKED 4K OF 6 St<k - 3066;3' -C, = 5.0 7r . 01< t6 . .so U- 4 u/ . t ?: ` & - 4_ = 6'60 ,may, = 20/75- 4-e ?a P40 SL's 5 ..... C9 ■ 4 ! 1.7 /= - HI V " 1 • 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941-9929 Fax: (253) 941 -9939 Seattle / Eustside (206) 292 -0940 J FAI f ' 1 Ord 000 Anderson - Peyton JJ❑ Structural Engineering Consultants = A Division of ACP Consultants, Inc. PROJECT SHEET ( 7 OF DATE DATE JOB # DESIGNED CHECKED 31620 23rd Avenue South, Suite 321, Federal Way, WA 98003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292 -0940 coat Pat it PROJECT NAME: PROJECT NUMBER: ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS 39 WOOD BEAM- COLUMN DESIGN Applied Loads Strong Weak Axis Axis Unhraced Lengths: I KL= II 11 ft KLc= 1 ft Flexure Loads: w= 0 0 plf PI= 0 0 # X PI= 0 0 ft P2= 0 0 # X P2= 0 0 ft Axial Ld =I 3700 =NW Moment = 0 0 ti-1t . Dell = 0.000 0.000 in L/ n/a n/a Shear= 0 0 # R. Reaction= 0 0 # L. Reaction= 0 0 # Axial Only fc = 231 psi KUd = 42.2 Kce= 0.418 c = 0.9 Fce= 375 psi Cp = 0.22 Fc' = 365 psi fc/Fc = 0.63 OK Interaction 0.4017 Stress Factors 1.0 v I Cd ❑Cr ❑CM Oct ❑a Material Properties 24Fm COLUMN �-1 1200 psi 15150 psi 190 psi 1650 psi 1800 ksi 1600 ksi Grade Fbx= Fby= Fv = Fc = Ex= Ey = Section Properties Member 1 3.125x13.5 I v F # Members 1 width = 3.125 in depth = 5.125 in Sx= 13.7 in ^3 Sy= 8.3 in ^3 A = 16.0 in ^2 Ix= 35.1 in^4 ly = 13.0 in^4 Strong Axis Bending Only ibx = (5 psi Kbc = 0.609 Fbe = 174066 psi CL = 0.99965 Fbx' = 1200 psi fbx/Fbx' = 0.00 psi FCEx = 1134 psi fv = 0 psi Interaction 0 OK OK Adiusted 1200 1500 190 1650 1800 1600 (1)3.125x5.125 24F -V4 COLUMN OKI J Strong Axis wx SPCG AXIAL FLEX AXIAL/MEM FLEX/MEM 0 0 0 0 0 IN O.C. PLF PSF # PLF Weak Axis Bending Only iby= 0 psi Fby' = 1500 psi lby/Fby' = 0.00 psi FCEy = 375 psi Interaction 0 fv = 0 psi OK Total Interaction 0.40 OK OK X Px OK SHEET OF DATE: 11/25/03 DESIGN BY: IDF Weak Axis • WY X Py C3»Jk+1' :�...Y1u:n'Jf::+i+[M�:>:14� /.:tsS' -L' OW.:. :[t4dw PROJECT NAME: PROJECT NUMBER: ANDERSON •PEYTON STRUCTURAL ENGINEERING CONSULTANTS RP1 WOOD BEAM-COLUMN DESIGN Applied Loads Strong Weak Axis Axis Unbraced Lengths: KL = 10 0.1 ft KLc= 1 �ft Flexure Loads: w = 0 0 plf P1= 0 0 # XPI= 0 0 ft P2= 0 0 # XP2= 0 0 ft Axial Ld =1 3500 �# Moment = 0 0 (t-# Deft = 0.000 0.000 in U n/a n/a Shear= 0 0 # R. Reaction= 0 0 it L. Reaction= 0 0 8 Axial Only (c = 182 psi KUd = 21.8 Kee = 03 c = 0.8 Fee = 819 psi Cp = 0.48 Fc'= 690 psi fc/Fc = 0.26 OK Interaction 0.0694 Stress Factors 1.0 1 v 1 Cd Cr ❑ al ❑ ❑a Material Properties Grade a2 Hf `• Fbx = 850 psi Fby = 893 psi Fv = 150 psi Fc = 1300 psi Ex = 1300 ksi EY = 1300 ksi Section Properties Member [4x6 H it Members 1 width = 3.5 in depth = 5.5 in Sx = 17.7 inA3 Sy= 11.2 inA3 A= 193 inA2 ix = 48.5 irtA4 Iy = 19.7 111.4 Adjusted 1105 1160 150 1430 1300 1300 (1)4x6 #2 HF OK Strong Axis Bending Only tbx = U psi Kbe= 0.438 Fbe = 105684 psi CL = 0.99947 Ibx' = 1104 psi • ibx/Ibx' = 0.00 ps( FCEx = 819 psi fv= 0 psi Interaction 0 OK OK Weak Axis Bendin Only thy = 0 psi Fby'= 1160 psi tby/Fby'= 0.00 psi FCEy= ii##### psi Interaction 0 Total Interaction 0.07 OK Strong Axis SPCG AXIAL FLEX AXIAL/MEM FLEX/MEM 0 0 0 0 0 IN O.C. PLF PSF # PLF OK fv = 0 psi OK wx X Px OK J Weak Axis wy /5 SHEET OF DATE: 11/25/03 DESIGN BY: 1DF X • -- .t. PROJECT NAME: PROJECT NUMBER: ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS Prow Column WOOD BEAM- COLUMN DESIGN Applied Loads Strong Weak Axis Axis Unhraced Lengths: KL= 21.5 8 ft KLc= 1 ft 1 lcxu� w= 85.8 0 plf PI = 0 0 R XPI= 0 0 ft P2= 0 0 IS X P2 = 0 0 ft Axial Ld =J 3300 1 Moment= 4957.6 0 tt-N Dell = 0.509 0.000 in L/ 507 n/a Shear= 837 0 k R. Reaction= 922 0 P L. Reaction= 922 0 iY Axial Only fc = 88 psi KUd = 30.7 Kce= 0.418 c = 0.9 Fcc = 709 psi Cp = 0.40 Fc' = 664 psi fc/Fc = 0.13 OK Interaction 0.0176 Stress Factors 1.0 I v I Cd Cr ❑cM Oct Oct Material Properties Grade 1 24F - V4 COLUMN v I Fbx = 1200 psi Fby = 1500 psi Fv= 190 psi Fe= 1650 psi Ex = 1800 ksi Ey = 1600 ksl on Properties Member 1 3.125x12 I v # Members 1 width = 3.125 in depth = 12 in Sx = 75.0 in ^3 Sy = 19.5 in ^3 A = 37.5 in ^2 Ix = 450.0 inM ly = 30.5 in^4 Strong Axis Bending Only fbx = 793 psi Kbc = 0.609 I be = 74341 psi CL = 0.99918 Fbx' = 1199 psi fbx/Fbx' = 0.66 psi FCEx = 1628 psi fv = 33 psi OK Interaction 0.6993703 OK Adjusted 1200 1500 190 1650 1800 1600 (1)3.125x12 24F -V4 COLUMN OK I l Strong Axis wx SPCG AXIAL FLEX AXIAL/MEM FLEX/MEM 0 0 0 0 0 IN O.C. PLF PSF 0 PLF Weak Axis Bending Only :by= 0 psi Fby'= 1500 psi lby/Fby' = 0.00 psi FCEy= 709 psi Interaction 0 fv = 0 psi OK Total Interaction 0.72 OK OK X Px OK SHEET OF DATE: 11/25/03 DESIGN BY: IDF Weak Axis X • py wY O !i 4'0 i4 off r4 ox D4 V4' 4''4 V4' 9'Q IC-10 S/4. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 515510 510410 MEET Y5 01 5 IS • 1 11 WOW 1111. lAV*5 CNI31 5* 10 50410, 7411115 5. 111 41.7 51/x es • (Rot ST 1P' 4 ET OMR 5 tIELP /0" 4'-'1 V4' DPW et EASIER PRFIONFRATE, 1151XL FEE WAFACUIER5 TELFEATIOS FIREPLACE real MAMMALS Elf OMB 51/015 VW EXPOSED P0515 5Vb'XI? RV/1MM 'TYPICAL 14E5135M ItEYEREE FLA16E HAWS (4) ENTRY D INING 112 Cl3A1 5050 • RT. OF PROX OtLY 5*411/2 510110 5 111 51011E2 NICE Of MAN I POSY 561.245' 1411. OVINE 571/61•41Z 1.;,A111 SIGN LOADING: • ROOF LOAD • 35 PT EL/ ?SF 51Q • ESOR WAD • 40 P5P LI) .5 P5P 530 r00 LAW • 00 DP. /3 MAL ZOE • 5 • WE. EFJ4*6 ARM 602 P5F 113/54111 '2, I EP•15 144' 5 VII' 5'4 11 (14' 56 NAM t/1.40 V-15 Erb' 5 05' liP932 FWOR FAN* OVERLAY W 1 54W 1 ,5 Vb' 510 C 514' 2 2 PA z 77-40,fier ICRIAL PATIO DM* 4 HATERIALS EttER NI EXT. 1Th PAL5 %ALL E sue 1 suety PER 51EM114 UPUS5 NC= 071f34 AU. EXT. FIRM PALLS SRALL RECEIVE cove MINHAI LATpAL ERAC545 A5 IT/EFS/EP PER& 5FEARKALI SCREIOULE tAL.M5 1401E9 011E10415E ocz ••••Iwoo•I 4;: ntr tvic•Imsovr will•TTT•11 (e04•14Y1P.TRA z re LU 6 D 0 00 (1) 0 • LLI 111 • u_ uj 0 < I a w Z 1-0 Z I— LL! uj O Ca 0 O D O 1- uJ w z L u I 0 L I 0 0 0 I- • MI i! =AR 50949 24d 9185 • 16 W V X P L Y 700 OWL 98411118 9111' PI cos 34 It) K.COOKVAIE OR91149 170: • POP n 00 n n 10' 9025 16* OL. Wk OX tin= KILL 51fATHIS 5-4.41 Peat Iva too» atr CEDAR 50948 < • I 1- ,, z rt 2 w 6 —I C.) (-) 0 • ° • W W -I 1- C LL w 0 2 a w z 0 z F- LU u ) 13 I- W w I w z L I 0 - I 0 12 6 7 6 Er Ar • • • 6 a z4 6 • 51%125 SWOL. W 12' COX MTN= MI SCAM CEDAR SVhSa Ba: Fat tkA ►�a 0 30 R 25 20 15 10 0 \ 5. 5 0 10.0 11.0 Fi, i i_ 2 sill y SEG 77 eW • • 170 16-2 ♦ 154 - 16. 2 193 t (. Z s 17.2 ; I 143 0 3.7s zs) r3.2 = Z 132 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 3,4 Z = 1- W 00 W CO LLI LLI J u_ WO �a = • d W Z = F- Z U � 0 - O f— W W H I- LU Z • = 0 Z Pa 30 25 20 15 10 5 • • 143 �— 6 = `6 2.S r I 5. 6. 170 ♦132 0 10.0 11.0 S(4' L E W&4.! scc 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 Z ~ W 6 JU 00 co co Lu -i_ H N W Q = I- W Z I— 0 Z I— LL! W U 0- 0 I— W H .. Z W = 0 Z DDD Anderson - Peyton D I--PD Structural Engineering Consultants DDD Division of ACP Consultants, Inc. PROJECT TE .. 10 .061/V r5:suc - 200E 2- 0' 6 "I° io' . s 1640 i Fox = -24( = 5-7 6 1i ,1L -ac ,S r FcZ = 4 (J6 '4- 33hz . z = 7? r-4c. ca 1640143p :f- 714' * +x'76 , fsps f 5 ' foPsie = 39900,E '43'L(i7 3 f- f(2)pi z? - _.._.... t6L' #(9 69477 oLS:: `: 6ot1/.. •/REGi`70y 31621) 23rd Avenue South, Suite 321, Federal Way, WA 911003 • Phone: (253) 941 -9929 Fax: (253) 941 -9939 Seattle / Eastside (206) 292 -0940 to! 27 JOB # SHEET OF DESIGNED DATE CHECKED DATE WALL TRIB WIDTH ft SHEAR plf V lb. TOTAL WALL ft v plf WALL TYPE HEIGHT ft SEIS GOV 90% WIND GOV 66% D.L. REDUCED plf LENGTH MIN ft GROSS lb. NET lb. HD DEVICE I 12' 173 Zo 7 b (O.s 19 7 Pl 15 X 71 10, 1676 116 1 3 2.076 Zo to 3 P (3 x 79 Lo cr3a 4o / A 17 I73 2'1 c*i1 1b 173 PI `6 X 53 S 1464 1371 .5 . 77 -� / C 17r-s =22 03.J112 =2¢7 6270 6 qa SZ2- P4 G1' X 60 6 469 45 P110 1 '12 11 2. 13441. ' 4 1/4, = 2 0( 1u.r1 - l(5 ZZ l 31 P I g X 71 lo.r /054 64o l . iffto' I SS 11 Z 2016+%4407C +, 5.)4 l 1)76 = 3573 IS 7 - 3r 97 "I X 113 Is 6 )07 60 3 6 11 z 6 7Z fs42a7r r#a /4'( = 1 >10 6 2c s pk2 8 )c 7' 6 Zzg° zoi 41 6 1(z 672.4-294/ = 36/3 754 -s$= l l 3 IPk 2 X S's z627 MOO _,m° = He, sr//414 fn (> (( 2 ( gal gf Ira 1 a k s-3 V V)6 64'4 (to oF FLoo Z ~ • W -JU U O Q W= 1- N W W O g w = • a �.w Z = z1- w U � O - O I- W W L O Z W U= O ~ Z HOLDOWN #STUDS Pdesign Anchor Diameter Ap reqd in. ^2 de Req'd in. Ap(calc'd) in ^2 el in. e2 in. 0.01 0.0 PHD6 5480 0.88 83.81 5.5 83.81 2.75 5.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FSX mw I I Flt a PROJECT NAME: PROJECT NUMBER: ANDERSON - PEYTON STRUCTURAL ENGINEERING CONSULTANTS Holdown Embedment Depth Calculations -1997 UBC Strength Design Method Ap = Holdown — d t , 2 cos' e' ++e - de Concrete Strength t', = 2500 psi Phi = 0.85 LF= 1.3 Tension Zone (Y /N) n Special Insp (Y /N) n 2 Ap req'd = 2.81P/130 el = 2.75 e2 = 5.25 1 SHEET OF Date: 11/25/03 DESIGN BY: RLW riJ.'::+: B4. MAP AND PANEL NUMBER S B5. SUFFIX F 86. FIRM INDEX DATE 87. FIRM PANEL EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) "P`i'�2" 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) / - o E/f1,, 1vP4 /6, /5-5 I NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 'For Insuranoe Company Use: Policy, Number : :Company NAIC Number SECTION A • PROPERTY OWNER INFORMATION l�v/v (795 7/G L. O BUILDING STREET ADDRESS (Including Apt, nit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. / 3.7'sS S6 7" 4 Vim, ,S . BUILDING OWNER'S NAME Important: Read the instructions on pages 1.7. CITY 7v�w /e,4 STAT Wig ZIP CODE F8 /6 8 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Z o T 3/, P .4 7 o'/ .EAST ,P /!/E/ZTvfre 64,2 D.E,tf 7 " , P . 4 c 75 / Z 17 Zo o o i SS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) • S,,; ..P S /o /AL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( WI' - ##' - ##.##" or ##.tom) ❑ NAB 1927 ❑ NAD 1983 SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. IP COMMUNITY NAAE & COMMUNITY NUMBER G' 7 ,z/i/vrz. 53 00 9 B2 COUNTY NAME /l //v 83. STATE W/ 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile 2�M ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: [alsg17D 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes [�}�Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [aCautruction Drawings' ❑ Buiding Under Consfrudion' ❑ Finished Construction 'A new Elevation Certificate will be required when ccrtstrudion of the building is complete. C2 Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being oompieted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) ,2'o vG Al C Y — TO v A 2 £ C3. Bevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, ARIAO Complete Items C3. -a-i below according to the building diagram specified in Item C2. Stale the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculE Use the space provided o the Comments area of Section D a Section G, as appropriate, to document the datum conversion, /c~ fN0 = 17 9 7 ° / — - / 9 ' 0 Datum k" /V6//.1) ' Z 9 Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes to O a) Top of bottom floor (including basement or enclosure) / % o. 9 O ft,(m) Nis v. O b) Top of next higher floor 2 6, o9 .�SfL(m) 0 c) Bottom of lowest horizontal structural member (V zones only) / 7, 9 7 /4- ert.(m) O d) Attached garage (top of slab) O e) Lavest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 0 1) Lowest adjacent (finished) grade (LAG) O g) Highest adjacent (finished) grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade /4 , G 7z .s • 0 i) Total area of all permanent openings (flood vents) in C3h /o 09 sq. In. (sq. cm) (APP/? o k . ) . £f .(m) 3` /6 0fL(m) /S. 3 ft(m) /7. 8 ft(m) V,A a I AM f, 4 C 1/f/ 6/,/ TITLE ADDRESS $ - ? ?"42 v • S, COMPANY CITY , - ' /A' /L UCENSE NUMBER STATE $4•MVWr • 44 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation inf I certify that fhe,irlformation in Sections A, B, and C on this certificate represents my best efforts to interpret the data available I understand that an false statement ma be unishable b tine orim•r under 18 U.S. Code, Section 1001. CERTIFIE SIGNATURE, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 0 / 6B 1 /o �iqY ( 4 (2v of 2 Z- 76 6 S DATE TELE SOURCE: ❑ GPS (Type): ❑..USGS Quad Map ✓sv/jli.EY�� ❑ Other. /I/o75 5; 7E /Q0 -->-/2 , v 2 /�� r IMPORTANT; In these spaces, copy the corresponding information from Section A. BOLDING STREET ADDRESS (Induct' Apt, Unit Suite, andla BIdg. No.) OR P.O. ROUTE AND BOX NO. /Y35 S- '6 cmr 7 ' N /1. STATE 4 F 8 CODE 9 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both skies of this Elevation Certificate fa (1) community official, (2) insurance agent/company, and (3) building owner, COMMENTS , / S - 5 /171 AYM, ,c) C/�.¢•c,� L.: vS t - d f c/./ >5 , > /' d 2 /5 U.r o / D O -y/L. ,L o UL) L e vE L ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) /V/4-- Fa Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended fa use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Buadng Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the bulking, provide a sketch a photograph.) E2. The top of the bottom floc (induding basement a enclosure) of the building is fL(m) _in.(cm) ❑ above a ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Buidng Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. . E4. For Zane AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communityrs floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community- issued BFE) a Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPER" OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME (1 7 /GG ADDRESS 3 g 33 Q? D vLa.... S� 774 Z. (/Y /3E ZI PL // S SIGNATURE DATE TELEPHONE 6isY/e.40 SmoY'64 r z p 69 8G 9 - ;f 7e 3. COMMENTS /s/62/4/.- (?oA N o) ❑ Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The load officid who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (a E), and G of this Elevation CertificalefAmplete the applicable items) and sign below. G1 • information in Section C was taken from other documentation that has been signed and embossed by a liken ed survey c. gin or architect who is authorized by state a local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community- issued BFE) a Zone AO. G3. ❑ The following information (Items G4-G9) Is provided for community floodpiain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF CCMPUANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floc (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooring at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS Fa lnsurance Company Use: Poky Number Company NAIL Number TITLE TELEPHONE DATE _ _ft.(m) tL(m) •v Datum: Datum: 0 Check here if attachments Option Glazing Area % of Floor Glazing U-Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ect Below Grade Floor Slab On Grade Vertical Overhead'' 111 Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 n C16+;110 : TO F reel *Z172 Site Information Lot: Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 #31.� Easf Riverton Garden 71-ids c*s Address: 1 3355 - 56/1" Ave. S. city: Tukwila. State: _ W Zip: _ =1 1$ 0_ contact: Rus_ BQrnej ah AkcMe /4 Phone: 1 -800-782-2633 Phone 2: 25) 255~ 2260 Fax:___425J 255 r 2630 FILE, COPY " rabi e 6 -1 1 . t PRIEStra TIVE REQUIREMENTS (41 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Onl See the code text for footnote references This project complies with the following: ✓ 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. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the stanndard allowed. Location of the door taking this exception �/i/!� Roan? 01 2 �U�s i P4r. %l 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Room Entrance fiLDouhle Siort_Drs (l) 3° .Sure Door Location of the door(s) taking this exception Ggi Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 CITY OF TUKWILA APPROVED RECEIVED CITY nF TI JKWII n DEC 1 9 2003 PERMIT CENTER 5/31/2002 v. lubli Health • Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer September 9, 2003 R.A. Owen 5594 S. Langston RD Seattle, WA 98178 Re: Site Application Review Approval with Conditions Dear Robin: Address: 13325 56 Ave S Parcel No: 217200 -0155 Owner: Jun Castillo Activity: ON0062379 Public Health has received your Site Application for the proposed 3 - Bedroom septic system located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: RECEIVED SEP 11. 2003 COMMUNITY DEVELOPMENT 1. Prior to Stub - Out release the owner shall provide a recorded covenant agreeing to operate, maintain and report the performance of the system in accordance with the manufacturer's recommendations and Title 13. Also maintain in effect at all times a maintenance contract with a service provider who is approved by the manufacturer and the Health Officer. 2. Prior to calling in for a Pressure Test the permanent protective drainfield barrier must be installed. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. Health and Environmental Investigator II Community Environriiental Health cc: ity'o'I u Center Jun Castillo Eastgate Environmental Health 14350 SE Eastgate Way • Bellevue, WA 98007 T (206) 296 -4932 F (206) 296 -4919 • www.metrokc.gov /health Punted on Recycled Paper L' A City of Seattle Gregory J. Nickels, Mayor 0 King County Ron Sims, Executive . ,' N/A Submitted ❑ Q El ❑ El ❑ ❑ Q BUILDING PERMIT CHECKLIST FOR JUN CASTILLO Property Address: 13355 56" AVE SO, TUKWILA, WA 98178 F Y rl;. TILE PtIGATfONS'MiJST BE sUBiviITTED`VN[TEITHEFOIGIWIN • � ' oG � 0 III � u_ w • d = w i- _ z � �-- Z I- LL! • w O • N O I- w w U. 8 ui P. 0 z ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11 a). Certificate of sewer availability (Form H -11) Metro: Residential Sewer Use Certification (If Tukwila Sewer District) (Form H -12) King County Health Department approval for septic 296 -4722 (2 copies) Four (4) sets of working drawings, which include: RECEIVED ca, ^ t:%Wn A ❑ L�l Site Plan (see example form H -16) DEC 1 q 2003 1. Existing fire hydrant location(s) CSI 2. Proposed access road. El PERMIT CENTER 3. Driveway location — driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). El 4. North arrow and scale El 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan : driveway location (10' min., 20' max width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. El 7. Parking Plan El 8. Lowest building elevation (If in Flood Control Zone) El 9. Estimated/proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers . 11. Identify location and size of existing trees that are located in sensitive areas and buffers or the shoreline zone. Of those , identify which are to be removed (Title 18, City of Tukwila Zoning Code), El 12. Identify location of high water mark of the Green/Duwamish River if site is located within 200' of the high water mark. Q 13. See Public Works Checklist for detailed civil /site plan information required for Public Works review (Form H -9) El Foundation plan and details. Floor Plan Roof Plan Building Elevations (all views) Building height Building cross- section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil/Propane /Heat Pump). Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e. Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of WA State Department of Labor and Industries valid Contractors license . If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". RECEIVED 1TY nr TIJKW" n DEC 1 9 2003 ri nivtl'I' CENTI=h x,03 - 3g7 ACTIVITY NUMBER: D03 -387 PROJECT NAME: CASTILLO RESIDENCE SITE ADDRESS: 13355 56 AVENUE SOUTH DATE: 02 -25 -04 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Building Division ❑ Public Works Documents /routing sllp.doc 2-28-02 PERMIT COORD COP X PLAN REVIEW /ROUTING SLIP a Fire Prevention ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -26 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROIyTING: Please Route , L - 1Q Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -25 -04 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: PERMIT COORD COPY Planning Division ❑ Permit Coordinator DEPARTMENTS: kat Aux. 1 Building Division Complete APPROVALS OR CORRECTIONS: Documents /routing slIp,doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -387 DATE: 12 -19 -03 PROJECT NAME: CASTILLO RESIDENCE SITE ADDRESS: 13355 56 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued Publicgcg . Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: so v/z 3o- '5 Fire Preve .1'10v/2-3o-0'5 ion Planning Division Permit Coordinator tit Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: Permit Center Use Only CORRECTION LETTER MAILED: / .29 , 0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Oti Staff Initials: SAC PERMIT COORD COPY DUE DATE: 12 -23 -03 Not Applicable ❑ DUE DATE: 01 -20 -04 DATE: it 1 REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 �✓"�7 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Castillo Residence Plan Check/Permit Number: D03-387 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 13355 56 Avenue South Contact Person John Jones Phone Number Summary of Re isio : ew D/r(� � ��i tea' G " 7� �`' , I/i C . D r6iNU't ) i ) / /A- OJ''ffI 01) r6i/• e A /% Cd c 4,1 � e C;oli 3 % u = /7l7 i 'C Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j - ,Z Entered in Sierra on 01/28/04 i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ �' 7 Plan Check/Permit Number: D03-387 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Castillo Residence Project Address: 13355 56 Avenue South Contact Person John Jones Phone Number Summary of Revision: Sheet Number(s): (i Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 1 rG >2E -C cr /Ji / ; . of Uc--z /)7C- •e_--)' .-oke-xl / 5 ,.c% 7 f- v ar-cP ,TeiC4e-( i o� rum /1.4 "Cloud" or highlight all areas of revision including date of revision P,E7 44411 , ceNrzia Received at the City of Tukwila Permit Center by: 01/28/04 MEW City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: December 24, 2003 APPLICANT: John Jones RE: Castillo Residence D03 -387 ADDRESS: 13355 56` Ave. South The Planning Division approves the building permit with the following correction required: the eaves may extend only 18" into the yard setbacks. The side yard setback on the easterly side of the property is only the minimum code requirement of 5 feet, so the eaves cannot extend more than 18" into the setback. If you have any questions on the condition of approval, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. Steven M. Mullet, Mayor c :\mydocs \Gcncral\2003 Mcmos \D03- 387.doc 49/1/1 C RrurIOuarri .Criit, 11100 • Tillcwila. Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 axG :ai..:ur ran31^:.�istw,rxw.i CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 96188 .1 �•• 114 J• A V This certificate is for the purposes of: Residential Building Permit CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Site address (attach map and legal description showing hydrant location and size of main): '7 7 s `,7 CO r% (4 VN'I\ • r .Jr . {- Ln a r4 1 ^.�• 1 J �la� I `t 4 Ib t M ��a �'' r 4 �, t ,,� or > w , y I �, i. �. Q , t, t Name:: 1C 5C= A Ti 1 - ClIIV.7t I "WI''r I O h : }�,J >�r, Name: Address: Phone: Address: �. >> 6.) A GI) Phone: ��j .. �., G — q _1 ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone to °� l 114 " . ?!i�' ,�W�:S. IyJ �t1 r r't4,������7ti�i,�1'�.d3. Permit Center /Building Division: 206-431-3670 Public Works Department; 206 - 433 -0179 Planning Division: 206 - 431 -3670 PERMIT NO.: 1 7 ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant t� the closest point of structure is Area is served by (Water Utility District): Owner/ ( T/ gent Signature r , ,,, , .. J..44 I '.a• . .5 • • :., .t l . :.J.. .:r "t l,. .,t • I r . {., a t , ci., !.N, •• ,tpJJ ,. . r;, , . _r.: p.tp •:4 : „ i1g “ . •,jr: G., ' • ,• SY ?��y* y�(y,� + ri .. i.qr r r�: l.,,.fi;101 tv.J "11n 1 t .., i•.x.rG ?k' � } l l. : � ; . • f`If•gl'i {m V`i1Y 1 � �� iiIFI' II I t t11 •1f} j; p dtQ a K.•. :4 A v k •51.... } � ;:(.( .: .. , .) . 1.. I i, ��l )t �.; �. 0 L .1,' I }, , I V'., I r . l j;.. l ,: .(�:.: i ' �i %^ b,lr TNf�� � 1!� . �� 7T. .5...t5 nT'Fr.'.1, � ���3 rA r�� t�h� �•�' Q(e� l�! .r I�• t. � t • ,R;.t�•I.tll r;• 'i {!,�Iti. r.x`.. , . JA, j. " qll . 1. The proposed project is within 2. [o improvements required. 3. The Improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 5. L�l it Agen hone (Use separate sheer if more mom is needed) 4. Based upon the improvements listed above, wator can be provided and will be available at the site with a flow of ('5 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of q,• q fps as documented by the attached calculations. ailability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. els t `+°.4 Lt dlO3k A' .S{lewIt v,t:Mf;.!':N J: t1 .V$e,; vJa ft. Date This certificate is not valid without Water District NO. 125's attachment entitled "Attachment to Certificate of Water Availability.” -- Date (City /County) The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of^t' f <i. j t "City "). This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. . 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applicant's Signature District Representativ ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ida1� STATE OF .Ad COUNTY OF CITY OF 1 CWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. J � C TL LL` U - , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 1 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction woi COS, OV 1110,M '. 2 3 DE.c pERWT CENTER `` AFFCONT 1/13/00 • • APPLICANT ,� e� O. B pW • ( day of as so iI OT ` r esiding at r y .I Signed and sworn to before me this 'b" Thr-)n^ber H -4 ,2003 B IC in and for he State of W err; \ &A Name as commissioned: My commission expires: 5 �q OL2 County. °a . �,F.. mow' h..... 18.27.090 Exemptions. This chapter.sball not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; t(9ttq� 15. Anyr,�persort wFtdigngages in the activities herein rarulated; ; §,,;ari'erriployee of a registered contractor with ages as his sole.compensation; ,t r .,:, :,-it) , i 16. 9,0 tractz on l ig . ay projects who have been pr ual' ied a s req iredby chapter 13 of the Laws of 1991 I dionek2 AS kith the department of Ir o i tiop o td`;perf iirn highway construction, r�'cof s"tr. 6iopt br jdintenance work. ::.5 v i,;: uu.. i�' G7..'<,... yc�1 'in+,c�:7+'A:.tKV.nrs�.iA'i�a. s,f......: ✓x�:6',�tY,:dr ! . .1:'M1,ti d ✓w a �� /d• 770.0.11.r/ T/D 2DN "A 4b WDRk S/6 WA fivd .Zd iv, = 40' tASTIL 13 ,D!> • 04/2E/2 e r/ 1/ WO. ek 4/2r .2 Dd 1 :- w,d�� ,deoivz• TRA.c" /G C9NO s e ZD SPA, h•Y 4 7;f /Veriv/w 44/46 edeF w ,a R vdPAl a A N TS : c . ttJ, 'rt \ci itN Ctl‘f V't«tTtd. S 1/45Ptereg , 7;1?Adc,:T/ /'ZA A Tom' A ItE" TVWJL A, WA 4 s &TZfA C K 4 szorsAce_ eASTILL 133c • P EN0g- 13 g 1 ?RE NC./N6 e7 /vim'" WDBX z • 4240 W DR it Z,D N Vt73 TRA FF/ C cD N s C� ZD' S°4c /W 77Z 4E"/ti/C1,/IN.‘ • .� 4 .�/ .2.b " J/ de At TRANS/ 7/ DA/ ZO le /JAI R IW 4s-,) „40r,io A /I/ EXPIRES. 41241 air 77"..i ••• V r • i oda 1l* • • • w .. y • +•. y MINIM aft r c - - _ .. �.: II �:�a. E1i f//� / /Iw/I!I ///////////I. DIRECT VENT 6A5 tTA.. PREFAB FIREDLAGE, IHStALL FER MA# 1411/RERS SPECFICAT10N5 FIREPLACE DESIGN * MATERIALS BY OWR &REATROOM 3 I /8" X 12' FROM PO5T5 TYPICAL WC 3.25 I 12 CONGEALED FLANGE HANGERS (4) DIiJ�I�G a * *i Os V8x1V2 51014RJ 5 V8z1V1 511n11R1 5p4p SLDR 6 MIN. LANDING 51/8x11/2 I3Y OWNER S 4RJ 5TNOI4RJ FACE OF 6W -LAME POST SKYLIGHT VS 101 NIATERPROOFIN6 SILL DETAIL BY OVER • ROOF ;.G : 25 °5F ; LL) w '3 ° 5F (DO FLOOR 1 ..0A : ° SF i.L) 4 '5°5 , r (;J • PsiV LOA.. = 8O EXP. B 5E •SMi C ZONE - • SOIL BEAR 1 `46 A'-39) = 150Q PF b314x1V2 PESI&N LOADING: 4 I /4' 8'4 I /4' 12'•I 3 /4' I/8" 5 3 /I6' b3/4x1V2 36 "X3b" MIN. LANDING $Y OWNER ACTUAL PATIO DESIGN 4 MATERIALS BY OYY€R SEPARATE PERMIT REQUIRED FOR: VIVIECHANICAL wr V ' LUMBING WAS PIPI4G CITY OF TUKW!LA BUILDING DIVISION ALL EXT. FRM'D YAIALLS SHALL RECEIVE CODE MINIMUM L A RAL BRAG !N6 AS DEFINED PER St-+EARNiALL SCHEDULE UNLESS NOTED OTNERYYSE FILE COPY GENERAL NOTES: • PROVIDE DEL. ST. UNDER ALL WALLS PARALLEL TO FLOOR JOISTS. SPACED 6/ BLOGKIN6 IF DEED FOR PIN STAtdKS OR PIPES. • PROVIDE DBL. BLIC6. UNDER SHEAR MOLLS PERPEND. TO FLR. JOISTS. • PROVIDE SOLID BLOCKIN6 OVER ALL FLOOR BEAMS t BEARING YMALL5 • PROVIDE SOLID BLOGKIN6 OR BRIDGING AT RAFTERS OVER SAVE MILS, RID6E 4 MIDSPAN NOT EXCEEDING 8'-0" . • GLUE 4 SCREEN (NAIL) ALL SUBFLOOR TO ALL JOI5T5 * BLOCKING • 1 1/2' MIN. BEARING a ENO5 OF ALL JOISTS, 4 OPPOSED JOISTS SHALL eE LAPPED 3' MIN. OR TIED TOGET1ER IN AN MANNER. • PROVIDE PO5T5 * SOLID 131.K IN MALLS/FLOOR UNDER POINT WADS FROM FLOOR OR ROOF ABOVE (SEE PLAN FOR LOCATION) • PROVIDE 3/4', 48/24 STRUCT. I OR II PLYWOOD SUBFLOOR A FLOORS. • ALL !'MALL FRAMING o 16' O.G. (U.N.O.) • ALL BALLOON FRAMED WALL EXCEEDING I8'-O' SHALL HAVE DBL. 24 STUDS 0 16' O.C. MAX Yy/ 48' MIN. LAPS'r MEMBERS 15 NOT GOWN. • HEADER : 4x8 OF $2 OR PER PLAN • BOTTOM OF FADER ® b' -10 3/4' (U.N.O,J. • ALL tADERS SPANNING LESS THAN 5'-0" REQUIRE 5INGLE 2x TRIMMER 5TUD5 ALLOWING FOR 11/2' BEARING SURFACE. ALL W..ADER5 9 OVER 5'-0' REQUIRE DBL. TRIMMER STUDS AL.OYiING FOR 3' MIN. BEARING EA. E. S ALL PLATE HEIGHTS TO BE PER BUILDING SECTIONS. • ALL FRAMING HAR Y ARE TO BE 'SIMPSON' OR 'EQUIVELANT'. • PROVIDE "HU" 5ERIE5 JOIST. HANGERS WHERE REQUIRED. N.N:Oa • REFER TO SHE.ARYyALL 5C14MULE FOR STANDARD /SPECIAL NAILING REQ. • 5/8' TYPE "X" GYPSUM MALL BOARD IN STORAGE UNDER STAIRS, MD 0 COMMON WALLS TO GARAGE. . • GUARDRAIL PATTERN CONFIGURATION SHALL BE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH • FIREPLACE TO HAVE TIGHT FITTING &LASS OR fr TAL DOORS OR FLUE DRAFT I NDUCTI ON FAN. • ATTIC AND CRAY.. SPACE ACCE55 HATC145 TO BE INSULATED TO THE SAME A5 THE WALL, CRAG OR FLOOR 4 *UGH IT OCCURS AND IT IS TO BE rEATHERSTRIPPED. • • ENERGY E VENT. CODE RECORDISTS PER STATE I LOCAL CODES. FIELD COMPLIANCE BY OINNER/GONTRAGTOR. • SMOKE DETECTOR ® EA. BEDROOM, HARDHIRE Hl BATTERY BACK -UP, OR PER LOCAL CODE. • METAL ROOFING BY OY+ R I understand that the Dian Check approvals a► e subject to errors and orniss ons and approval of plans does not authorize the vio'ation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. REFER TO PJRGNASE AND SALE AJREEMENT FOR ALL MATERIALS TO BE SUPPLIED SY PAN ABODE 5-LAM TIMBER WALL SYSTEM RECEIVED CITY OF T' IKWt, A * LPIRrs Is-04 PROJECT NO. ' 03.228 ISSUE DATE • : 12 -2 -2003 ::SIGNED BY : MAA DRAWN BY : RTB t=',02t IStructural Engineering Constatants 9 9 0 Division of ACP Conauttan.ts. Inc. 31620 23rd AVENUE SOUTH. SUITE 321 FEDERAL WAY, WASHINGTON 94003 (253) 941- 9929 FAX (253) 941 -9939 SEATTLE (206) 292 - 0640 8 11 gaz 'Nor 3 g � / 4ih ! fliU L!ITI ot aa 1 O cTS in w O t-- o 0 v SHEET FL-I IoFfl • 1 .F , :..•'S • . ,00` : •• . • i*.. 7" �M'M . ..... �.i/1. 0 ' • - _06 14 Y - 24'4 1 /2' ROOF BEAM OVERLAY W/ 434 SQUARE FED.- & 5. xox 5rrr ALL EXT. FRM'D WALLS SHALL RECEIVE GORE MINIMUM LA RAL BRACING AS DEFINED PER e SHEARWALL � SCHEDULE UNLESS NOTED OTHERWISE PERMIT CENTER DEC 1 9 2003 XPIR rS 2 -1K� PROJECT NO. : 03.228 ISSUE DATE : 12 - --2003 _SIGNED BY : MAA DRAWN BY : iRTB =Structural Engineering Consultants 00 73 A Division of ACP Consuttartta. Inc. 31820 23rd AVENUE SOUTH, SUITE 321 FEDERAL MAY, WASHINGTON 98003 (253) 941 -9929 FAX (253) 941 -9939 SEATTLE (206) 292 -0940 W�e�x ig gib z 4' 41 tis.z 9 i m il 4211§ Ai@ oxol 1 41 4; hal h,*r w w 9 ri w 0 I�--- v O J ts) v SHEET FL -2 s of n F • • 8' GONG. NON WALL REINFORCED PER DETAILS 16 "X8" GONG. F00116 REIFFORGED PER DETAILS CWLLtiN STRAP NOT REQUIRED FLO NOTE THE LO?'EST F .00R LEVE SHALL SE SET ASO 1E t l ; E BASE %LOD ELE JAI( SEE SECT1ON5 I ELE`J'ATONS (DER' ON SITE) 100 YEAR ftOO IS .3', F 1NI9NE FLOOR SHALL SE SET MINIMUM BLOOD VENT CALCULATION REQUIREMENT: I SOAR: INCH PER SODA FOOT ,2 -MIN.' I2c SO. FT = L 5C IN. YEW* SASE ~C T X!4" VENTS ASSUYE O = a8 SO. IN. I2 0 6 50. IN. ' 0 S = 15.2 (14) '/EN'S REO' ALL VtN'S 54-:. SE EOALY Sf' A : I Tr€ 3070M OF OPENNGS SHAa BE NO Ht &ER THAN , ,A3 . C ,A7E CAV'LSPA-E 12'-0" - 17-0' BEAM SPACING COLUMN STRAP NOT REQUIRED •3 .0101•0011. 00 .�....��_ �. ,� • -�� 0.0•001000110 - ..._......_ _ 0•0•0•0•__ f-- JOISTS 3/4' DBL JOIST /4i X 11 - MATERIALS I. All floor joists according to the plop. 2. All fin joists to be q I/2" LSL NAOO.) 3. sarfloor disking to be 3/4" Tongue and Groove rated 5tnxt Il and 24/20 4. All frarring hcrdwarC to be Sitreson' or equal. FOUNDATION NOTES - ALL COMTE WORK, FLOOR GIRDERS, I POSTS BY OM. ▪ REFER TO PURCHASE I SALES FOR ALL MATERIALS SUPPLIED BY PAN ABODE. - FOOTING SIZE I DEPTH PER UBL. LOCAL CODE5 t EXISTING SOIL CONDITIONS. - PROVIDE UNDER FLOOR ACCESS ! VENTILATION PER UB.G. f LOCAL. BUILDING GODES. - CONCRETE: fer.2,500 P51 A 28 DAYS. - Rf IM!ORGING STEEL: fy=40,000 P5I FOR ASTM • SOIL BEARING A55UWD 1 1500 PSF. FLUID PREFARE 30110. FT. ASSIt•WD. - ANCHOR BOLTS: I/2' DIANE~TER BY 10' LONb EMBED 1" INTO FOUNDATION MU.. INCLUDE 11451ER NV wr AT EACH BOLT. 48' 0.G. MAX. OR PER S1CARYKL SCHEDULE REQUIREMENTS. !NI 2 BOLTS MIN. 12' MAX. FROM EA MILLS SHALL EE OF THE KIND OF MATERIAL PER SEC. I806b. (PRESSURE TREATED). - VAPOR BARRIER: 6 MIL. SLACK POLYETHYLENE. ALL FOOTIN65 ARE TO REST ON UNDISTURBED SOIL. - THE FLOOR DIAPHRA6M SHALL EE COMPLETED PRIOR TO 13AC.KFILLIN6 OR, THE FOUNDATION MALL WILL BE SUFFICIENTLY DOLED TO AVOID DAMAbE BY THE BACKFILL. . , - VERTICAL REIN. STEEL 5HAL BE PLACED WITHIN _ THE INSIDE HALF OF TIE P'4 LL AND SHALL HAVE 3" MINIMUM COVER, UNLESS OTHERWISE SPECIFIED. I THE CONCRETE 15 CAST AGAINST AND PERMANANTLY EXPOSED TO THE EARTH, PROVIDE 3' MIN. COVER TO REINFORGIN6 STEEL. - FOUNDATION IALLS ENC1L051N6 A BASEMENT BELOW FINISHED GRADE SHALL BE PAW-PROOFED ON THE OUTSIDE WITH APPROVED KTHODS AND MATERIALS. 5PEGIFIGATIOHS MUST BE ADAPTED TO COMPLY WITH LOCAL COPES AND SITE CONDITIONS THAT MAY VARY FROM THOSE AS5UI'tD FOR GIVEN DESIGN. THIS SHALL BE THE RESPONSIBILTY OF THE 6UILDER/C.ONTRAGTOR. REFER TO PURCHASE AND SALE AGREEMENT FOR ALL MATERIALS TO BE SUPPLIED BY PAN ABODE RECEIVED CITY OF Tt JKWII A PERMIT CENTER DEC 1 9 2003 M, 7111'S :XPIRPS 2 - 1$ (la PROJECT NO. : 03.228 ISSUE DATE : 12 -2 -2003 ESIGNED BY : MAA DRAWN BY : RTB ErrIANe'ldr"'C.7r7 1 JJJStructural Engineering Consultants O A D{vistan of ACP Consultants. Inc. 31620 29rd AVENUE SOUTH, SUITE 321 FEDERAL WAY, WASHINGTON 98003 (263) 941 -9929 lAX (253) 941 -9939 SEATTLE (206) 292 -0940 811 V mZ. Nor ;i1 8 1 1 8 51 V 11 0 VI Law EPil0 owt1 1§6 !OW : OILT 0 CNA w 0 I►— v 0 o) Q v SHEET 3 1w► ,',,- 4 1�M.'4 • .h .'o•.m1 ....; A p TRAP FRAMING ELEVATION RIGHT SIDE ELEVATION 5-LAM TIMBER Aki. / CEDAR SIDING FRONT ELEVATION c:: 5g PERMIT CENTER el 707 FXPIRFS 2- ISM4 PROJECT NO.: 03.228 ISSUE DATE : 12 -2 -2003 DESIGNED BY : MAA DRAWN BY : RTB At,;no c) — c: c:m:i Structural Engineering Consultants j A Division of ACP Coneuttanta. Inc. 31820 23rd AVENUE SOUTH, SUITE 321 FEDERAL WAY, WASHINGTON 98003 (253) 941-9929 FAX (253) 941 -9939 SEATTLE (204) 292-0940 t % 1/ OA! via§I 1.10§1E IMO t Og M014 q?0, 4;i0 RqwE8 “01 •P) O LTN a5 2 W l.L O 9 La Li 0 1— 0 ‘.) SHEET ELN-I 4 OF Il M., 1 p 1. CEDAR SIDING CEDAR SIDING 5-LA' TIMBER REAR ELEVATION LEFT SIDE ELEVATION /4 X10 BASE TRIM Y4/ 1-FLASHING 5-LAM TIMER MALL RECEIVED CITY OF TI WWII A DECI 9 2003 PERMIT CENTER 0171171 PROJECT NO. : 03.228 ISSUE DATE : 12 -2 -2003 SIGNED BY : MAA DRAWN BY : RTB t c. t Engineering Consultants El Division of ACP Cone,cttanta. Inc. 31620 23rd AVENUE SOUTH, SUITE 321 FEDERAL. WAY, WASHINGTON 98003 (253) 941 -9929 FAX (253) 941-9939 SEATTLZ (206) 292 -0440 um 8(Nid m= ur ZVI ��1a ig 1 1 51 . 1410 t x., i§I il (d0 0 1-- ko v SHEET s of .n f � a RAFTERS 4 PECKING 1 OVERHANG SHALL BEAR ON SHT'G 1 BLOCKING OF LOWER ROOF POST PER PLAN SPAN OF SHEARWALL SET 6:12 RIDGE HIGHER THAN 12:12 RIDGE TO, PLUSf4 SHEATHING • TOP OF BUILD UP 6DERAL NO15: • 1n' SWATH* TO BE EXP05URE -I APA SPAN RATED STRUCTURAL PATE.. 15►/32', 32/16 RATED PLYWOOD - OR - ORBITED STRAW BOARD. • All. NAM PER ISG TABU 25-1 OR TABLE 23-IH -1 • USE DOUBLE STUDS • BALLOON FRAMED WAILS OVER I8' TALL. • ALL NAILS SMALL HAVE A MINIM/13/D' EDGE DISTANCE. • PN fro TIG NAILS CAN BE 5UB5TI1UTED A5 FOILOPl�r. &1= 0131'X2 0.148'X3 ",Ibd: 0J45 X3I/4' • SFEATFI N6 FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT F Rfr 11. RE THE SURFACE OF SHEATH*. NAILS SHALL NOT SPLIT FRAM* I ERS. • VERTICAL DIAf*f '1 MAX. NEWT TO WIDTH A ED 31/2 : 1 • 2' x 2' x 3JI6' THICK P ASIfRS SHALL BE WALLED 0 ALL MOOR BOLTS FOR 2X AND 3X M1D5ILL5 • LAP 9EATHIN5 OVER RIM JOIST AND NAIL TO I'JDSILL, SOLE PLATE, TOP PLATE 4 RIM JOIST PER SPECIFIED EDGE NAILING. • SIMPSON A35 CLIPS SHALL BE INSTALLED W/ DE APPROPRIATE FASTENERS ,PER THE MAMIFA�GTURERS SPECIFICATIONS. • ALL FRAMING SHALL EE HEM/FIR 1 2 lft.ESS NOTED OTTER LSE. PLAN way canon EXfrIPL: VENTED BLK'G FOR BEARI N6 • OVERHANG RIDGE SECTION A RIDGE VdJ DORMER LINE OF 12:12 IN FORE6R,OUND DORMER ROOF LINE 12 SEAR Mi WV (1) ALL EXT. WAILS NOT DE516NATED ON PLAN Will RECEIVE CORE Mk NAILING PER I 'P' .E55 NOTED OTFE-R 1SE (3) WALL SHTb SPECIFIED SHALL EXTEND ENTIRE LEN&TN OF WAIL. • APPLICABLE LEVEL OR STORY AND SHALL SE COMM ARCM OPEINN65 (4) ALL MIST BE R6TALLED PRIOR TO FRAM* INSPECTION. (5) P €RE REWIRED, BLOCK ALL HORIZONTAL SI EATHIl6 EX ES PITH NOMINAL 2X BLOCKING SAME DEPTH A5 FRANC AND NAIL WITH SPECIFIED EDGE NAIL SPACING. IF SWATH* 15 PLACE PV LONGITUDINAL DIRECTION VERTICAL, STUDS A) PLATES WILL BE CCEADERED AS BLOCKING (b) PROVIDE SPECIFIED EDGE NAIL* IN PANE. FE.D • ALL DBL. STUDS AW/IOR 4X OR LARGER POST MEN (7) USE 3X OR EWVALENT t'ttS IN WALLS 0 EDGES PV AWNS PAIL. EDGE AND STA66ER NAILS TO AVOID SPLITTING FRAMING 1ER. (b) HOLD041 DEVICES SHALL. BE PROVIDED o EAU CORI R OF Pk€. PER PLAN AS DEFINED BY N5 CONDITIONS. (q) ONE 9EfT V2' GDX EACH SIDE OF WAIL FRAM*, 5TA�56ER VERTICAL EDGES ON EACH SIDE OF WALL. (10) SFEATFIN& SHALL EE INSTALLED PV LOA& DIN ION ACROSS STUDS. lOd NAILS SHALL BE USED IN LE110F 8d (II) REFER TO DETAILS FOR PROPER PLATE GOMEGTIONS AND CLIP PLA�GEMENT (12) USE (I 3/4' L5L) OR (2X) RIM BD. PV E .OGKIN6 OR DBL. RH AND STAt5C�ER NAILS a 501.E PLATE TO EACH Fft13ER 113) Uri (2) 13/4' LSL OR ( 2X ) RIM BD. W/ maxi* OR DBL. RIM AND STHD -• --- STRAP OR HOLDO* STa56ER NAILS e 50LE PLATE TO EAGN POBER POST d BEAM "FRAMED" SHCAVIALL SCHEDULE I i i i / i i i / q 1/2' I -JOI5T FLOOR SYSTEM NV 3/4' MIX 6RD t6FLOOR 6DINAL NOTES: (1) KILN DRIED I�NOl V TIMER SYSTEM RECURS 6UED AND SC ftt' C tt€CTIONS • STARTER GOIRSF:S AND ALL (ONSEGUTIVE C01/1 5.OP NN65 AND SLOTTED COLIJ lS AS SPECIFED BELOMt REFER TO DETAILS FOR SPEGIFHCATIOP6. LATERAL. RAGKIN& OF T �i 15 RESISTED BY &LIED AND SGRB'ED CON�EGTICW5 CREATING A VERTICAL DIA IRA6M. (2) 31/2 : 1 mate FEI6NT TO WIDTH RATIO A5 .H D (3) THIS 5�',FEDU.E PERTAINS TO TIMER WALL SYSTEMS OILY. REFER TO TRA/fD WALL' SGFEDIX.E FOR PLYWOOD AND ORYWA1.L VALUES. (4) ALL EXT. TIMER WAILS NOT DESIGNATED ON PLAN SHALL RECEIVE SYSTEM MINII*1 CONI GTIkN5 AS SPECIFIED PER 'PXI" lIN E56 NOTED OTFFR 1SE. (5) 2" x 2' x 3/16' THICK WASHERS REQURED • ALL ANCHOR BOLTS. (6) REFER TO DETAILS FOR PROPER PLATE CO*CTIONS AND CLIP PLAGE1rf NT (7) SPECIAL INSPECTION OF COURSE-T IELD &LUNG REWIRED. (8) 10' %REIMS SHALL BE INSTALLED • EACH COURSE TO TIMBER (L E 6EL01^1. 5P ACED NO GREATER TEEN 48' OL. MAXIKM. MINIKH I SCREW PER TIMER SEENENT 24' OR LESS IN LENGTH. MINIMA 2 EA. PER T1t SEGMENT EXCEEDING 24' IN LENGTH. (q) 5TAGGER COURSE TO COURSE SCREWS TO AVOID CONTACT PV SCREW BELOI"Ir (10) USE (2) 1 3/4' L5L OR ( 2X ) RIM BD. NV BLOCKING OR DBL. RIM AND STAGGER NAILS • SOLE PLATE TO EACH NEifBER KILN DRIED 5—LAM PHOENIX TINDER SHEAR /TALL SCHEDULE SCALE: I /4"= 11-0" _ 2X10 W/ I/2' COX ROOF MI.. 5YSThM V CLIPS CEDAR SIDING FOOTING DEPTH PER LOCAL CODES 4 SOIL CONDITIONS FIN FLR EL. I1.0' RECEIVED (:ITV OF Tt'KWH A DEC 1 9 2003 PERMIT CENTER FRAM 5 A L FAS SFEGIFIGATIONS MIS .i &) �111MG�VII. Mlli {31 �) ALAI! common (II) FLR. OR ROOF FRM'b NEMBER EiOTTOM RATE CONE. t0 � .T C fr f Y TYPE l�V11!'!lV1�. MAX, �l��!i �A.r G M€CTK N TO TOP PLATE OR SILL FLR FPM* M Et (12) 112' SHEATH* &I • b' EDGE, A35 / LTP4. 48• PARALLEL TO 10c1 010' PARALLEL 1/2' DIAL • 4'-0' 160 0) P OVER 2X 0 lb' 12' OL. FIELD BLKb, RIM BOOR RAFTER 10 JOIST OR RIM 2X SILL PLATE GODS MINID AND / OR 2 EA. DECK BD / 6 OL. STANDARD (12) 112' SHEATHING 8d • b' E .Kti Ea6E5, A35 1 LTP4 1 24" PARALLEL 10 IOd A 6' PARAL 1n' DIAL o 3'-0' 2JQ IILF P 1 OVER 2X ®Ib 12' O.G. FIELD AND 6, RIM BD. OR RAFTER TO JOIST OR RI 2X SILL PLATE AND / 0R 2 EA. DECK BD 1 6 O.C. (12)1 Irl' SHEATHING & 0 4 ' SLKV EI06EL, ' / LTP4 • i6' PARALLEL TO Ipd 0 4' PARALLEL 117 DIAL 0 2'-0' O * ) P 2 OVER 2X 0 le 12' O.G. FIELD �-K16, RIM O OR RAFTER TO DST OR RIM 2X SILL PLATE NV / OR 2 EA. DECK 8D / 6 OL. (12) 1/2' SHEATH* 1/7 & • 3' 9.KU EDGES, / 11.1P4 . 7 PARK► LR TO i0d • 3' PARALi.EL 1(2' DIAL • 10' 4l *,1J P 3 t OVER 2x • It" t2' O.G. fIELD 131.r6, RP V. OR RAFTER TO £ ,T OR RtM 2X SILL PLATE NO l OR 2 EA. DECK El) l b' OL. n31 n) A35 / LTP4 • e' PARA1LEL TO ad 5' 5TH ,' DIAL • 8' 54e, imp �ATHIN6 8d • ' an ��, �K1b, RIM BD OR RAFTER F 4 OVER 2X 0 ib' 12' O,G. HELD PARNI.E1 10 JOIST OR RIM 2x SILL PLATE J� / OR 2 EA. DECK BD l t OL. R3) i 7 A35 I LT' 0 8' PARALLEL TO • 4' STA6bERE1 5r/8' PIA. • 18' *4) ir?' SHEATHING n ad • � 'up EDGES, KO, RIM 8D. OR RAFTED' �) P 5 OVER 2X • I6" 12' ox. FIELD AtV / OR 2 EA. DECK W / b' 0L. PARI�LiEt TO 19151 OR RIM 3X 5111 PLATE IO ' 9fA ) (q� C1) A35 1 LTP4 A b• PARALLEL TO ) 10c1 0 2' STAGGERED 5J8' DIAL A ib' WO 13 , ; 10d 0 3 ELKV Efl6E5, K' RIM RAF � �� P b SW O.G. FIELD G, BD. OR TER PARALLEL. TO JOIST OR RIM 3X SILL PLATE O'VER T)bFIR' 2X 116 AND / OR 2 EA. DECK 90 / 6 OL. bl3?' 9 ATNM6 ON (1 ) C • 2' KV A351 LTP4 • b' PARALLEL TO (1) IOd • 7 STM,�6ERE� W DIA. • 11' 1421 MY p 1 13) DOSES IOd . E966. BLK' &, RiM 60.OR RAFTER PARALLEL TO JOIST OR RIM 3X 9L1 PLATE 1 pvER ' 1fr�IR' 2X 0 t6' �? O.C. FIELD AND / OR 2 EA. DECK BO 1 b' OL. KILN PRIEP TIMBER FAS TENE SPIFICATIOHS (8) _ MOM � 111001 G�OIi�!"lC.T10NS (6) � {5) Mt MEWL ( RIM JOIST DK�6 / JOIST / RAFTER BOTTOM TIMELIER TO �T (1) TO 51L PLT WW. TO TOP TIMER FLR. FRAMING MEMBER �/LF (4) PHOENIX NOTC b' SELF TAPPING SCREW A35 CLIP 16d •e• 1115 PARALLEL 10' TIMBER ill' DIAL T 1 6 CEDAR EA. GORSE TO' PT. OR A-35 021 0 RF1R TO WAIL SGI� • 3'-0" 4 �Il f Pxl WAL.I TIMBERS COLUMN t 5' S�:REY�lS LTP4 CLIP IV O�G. MAX. TO 2X V1.105111 EA. COURSE 0 OPENINGS o 21 OL. ?-16d EA 0 C�K �. iPEFPWC11.AR TO TIP'BER BELOht A-Y 021' • ELK16 TO WALL PHOENIX NOTCHED 6' SELF TAPPIh6 SGREri A35 CLIP ibd 0 4 I/?'0 Orb PARALLEL 10' THEIR DIAL -- T t & CEDAR EA. COURSE TO VERT OR A 35 0 15' 0 RFTR TO H 5GR 5 • 0 2� -0' p �IL.F WALL T IMBER S GOLUr a 5' SCREiHS LTp4 CLIP 7" D.C. MAX. EA. CL tPSE • OPENINGS 0 15" OL. 2 -16d EA. • OK ?. TO 2X MJDSILL TO TIMBER E ELO ( A-35 o 6' 1 BLK'6 TO WALL to IX NO' b' SKF TAPPING Val A35 CLIP td 0 2 I/?' • X6 PARALLEL TI I/2' DIAL A PHOENIX GEED � A -35.4' 1 RFTR TO Y�AI.L 10° � . T 1 & CEDAR EA. COI F TO VERT OR I SCR 0 I -b 6010 WALL TIM8€5 COLUMN a 5' �' LTP4 CLIP (2) RO1S STA�SERED 0 3X 1.V9LL EA. COURSE 0 OPENINGS • 4' OL. 24.d EA 1 DK ED. • 8' OL. TO TIER BELOt'{ I A 0 Q' 0 &K'6 TO V4 Ll �) PHOENIX NOTCHED 0) b' SE LF TAXI* SGRFi^I A35 GM 16d 0 ?' OK�i PARALLEL 10" TIMBER In' DIAL T t 0 CEDAR EA. COURSE TO VEST. OR A - Y • VIP RFTR TO WAIL SORB* * ►�_2' '1'14 *4! / '; 4 Ilk! TIMBERS COLUMN 1 5' SC.RFHS LTP4 (,LIP (2) Rte, STAC�,EO Ea. OPENINGS • r oL. 3•�a E& • e0 To 3x �U � iFERPNIALAR • TO TIMBER 9ELO t A -35 0 r 1 BIM TO WALL b' O.G. 01110 F XrIRFS .?-1x 04 PROJECT ND. : 03.228 ISSUE DATE : 12 -2 -2003 ESIGNED BY : MAA DRAWN BY : RTB Crrl Structural Engineering 1Constiltants 1000 A Division of A CP Con ru.ttanta, Inc. 31 620 23rd AVENUE SOUTH, SUITE 921 FEDERAL WAY, WASHINGTON 96003 (253) 941 -0920 FAX (253' 941-9939 SEATTLE 1206) 292-0940 W1E �� • gel ; zia Eve g il 4210 1.4,g§/E /q1 ti47.01. :101 m O v cSJ m Q O 0 IL= ki) SHEET a of n ..•..a. 0 liP J TOP OF BEAM FOUNDATION WALL fa.DOV.45 PER PLAN 2EA5IDEOFPROIH tEfER TO 5EARAU. SGIVI.. TOP OF BEAM �I TOP OF BEAM TOP PLATE 5G: NTS 5C. NTS H2 CLIP INSTALLED PRIOR TO BEY. GAP 12 DETAIL "A" O 14** (1) 4 1 18.43 Q ° DETAIL "G" 12 6'-0" 5 � IM I8.4 CANT. STRI S (TIT) GLUED i NAILED W!Ibd� " OG STAGGERED '1/ FILLER STena 5TRAP CAVITY Roos SYSTEM NOT 5O44 O 5T6224 STRAP 12 M5 T24 SCALE: 1/4" ILO" 6'-0' 0 11 1 11 SCALE: I /4" r-0" " - 12 ell ttt TIMBER VVA:.L GL J -LAM COLUMN rim • 11 11 II 111 PROW FRAMIN6 ELEV. 0 0 • PROW FRAMING PLAN VERIFY IHINDorVP OR UNIT SIZE PRIOR TO FRAMING DETAIL ! !5° 5G: NT5 M5T36 Ian ic;4 0 0 DETAIL "D" 5G. NTS NNW GLU -LAM COLUMN 2X6 STUDS GLUED 4 NAILED tbd ®b" OG STAGGERED 18.4 GANT. 4X6 STUD 4 EA 8' TiMSER %REA EGAJALLY SPACED ABOVE NOON, 4X6 TO COLUMN PH NOLDOf% PER PLAN 1"X14" SCREENED VENT Sd (EDGE) PER SGHD'L KITCHEN 4" FOOTING DRAIN 4 GRAVEL FLOOD NOTE THE COYEST FLOOR LEVEL SHALL BE SET I' -0" MIN. ABOVE THE BASE FLOOD ELEVATION SHA4ALL TRNSFER o LOFT WALLS PLT CONNECTION TO FRM'G PER SHEARYrAI.L SCHEDULE A35 SHEAR CLIPS PER SHEARYVALL SCHEDULE FLOOR BEAM PER PLAN 2X10 RAFTERS Y4/ I/2' COX ROOF ISL. SYSTEM 11/ GLIPS • ATTACH SOTTOM PLATE TO FLR FRM'G PER SHEARWALL SGHEDUL 4a" PLYYVOOD SUBFLOOR 2x8 CAVITY FLOOR SYSTEM CEILING FINISH cater OF TUKWILA *PPROVtfl Mgt 11 2C04 - AS Nuitu IlliU!LDING DIVISION 5-LAM K.D. TIMBER WALL TRANSITION TO FRAMED k4ALL•M/ CAVITY FLOOR ABOVE Scale: X's1 -0" ti 1 v-5101% OVER 1 6" G.D.X. SHEATH I NG 2x WALL FRAMING 103•3 8 LAP WALL SHEATHING OVER FLOOR SYSTE"i d OVERLAP TIMBER WAIL 1 i /2" (MIN) LTP4 PER SHEARWAI.L SCHEDULE \ 5/4 X 10 BASE TRIM YV/ "Z" FLASHING FIELD -GUT COLUMN TO ACCEPT BASE TRIM d SHEATHING WALL COLUMN (BEYOND) YVAI.L TIMBERS KDPITRFRS RECEIVED C:!TY ()F T(JKWIi A DEC1 PERMIT CENTER .XPIRFS 2 -1K 04 PROJECT NO. : 03.228 ESIGNED BY : MAA ISSUE DATE : 12 -2 -2003 DRAWN BY : IRTB an Structural ,Engineering Consultants 000A Division of ACP Cona ,atanta. Inc. 31620 23rd AVENUE SOUTH, SUITE 921 FEDERAL WAY, WASHINGTON 98003 (253) 941 -9929 FAX (253) 941 -9939 SEA?TLE (206) 292-0940 Liar Y 8"" Or g z NVT 2E2 5 13 ig 1 8 51. “a§p E tw ; t i* ii§04 1 U( 4; . PcM 0 _1 SHEET SC-2 - 1oFn f STEM rvi . Mateo Oa RAF.' LESS THAN 24' (1)44 BAR OYER 24' TO 36' - (2) 4 4 BARS OVER 36" TO 44" (3)4SAR 5 •••••••••■• • ■•••11•1•-rr •■ .Y•.....lA J •V ^ uI. • r I ROOF DRAIN TI6FITL.INE DRAINAGE 5Y5TEM DESIGN PER LOCAL GODE5 4' PERFORATED FOI ATION DRAIN SYSTEM, MEMBRANE 4 GRAVEL Scab: 5/4' s 1 HOLD -ON STRAP PER PLAN (IF REQ'D) TRT'D MJD51LL. I ANk;NOR BOLTS 1 2 "X2'X3/I6" STEEL !MFRS, REFER TO 91E01411. SG .E FOR 517E 4 SPAGINib EXT. FINISH GRADE YERTiCAL BAR a INT. HALF OF WALL W/ ALTERNATING I'a0K5 :iljt� II INT. I 1� a F = =AC = 144 BAR GONTIN• TWO STORY GONCRT! FOUNDATION WALL (0) VERTICAL Pt444.1 RtitfoRaeii BE 14 BAR I I6' OL MiWMM (`IIO MEI5TI0'446') �b1 HORIZOtiTAL KC. RE � M BEAR I lb' OL. NM, TOP BAR T IMX FRDN TOP NOTE: 6-MIL 304K VAPOR BARRIER ,25T 2- GONTIN. 14 BAR CENTERED IN f DOTING IHI 3" MIN. COYER ALL SIDES I. ALL MATERIALS TO SE PROVIDED BY OIMER 2. TIE ALL INTERSECTlN6 BAR PER IBC. 3. BAC.KFILL AFTER FLOOR INSTALLATION POST PER PLAN 2x TRT'D M175ILL w1 1 /2"0 x10" ANCHOR DOLTS 4S" o•L. (2 EA. MINE Scale: X' = 1 EXTEND PLY HOOD SHEATHING TO CORNER STUD I MUD5ILL AND EDGE NAIL PER 5HEARWALL SCHEDULE ACTUAL BOLT PATTERN MAY VARY 4X6 POST TO HOLDOYN W/ PAM. EDGE NAILING CONCRETE FOUNDATION tiALL 7/8" DIAMETER ANCHOR BOLT .EMBEDDED INTO WNC. YALL - 1" MIN. MAI' BE DRILLED EF'OXIED tv SIMPSON EPDXY PER tvINFR SPECS SHEAR WALL w/ HD HOLPOYI4S a FLOOR WALL 5Y5TEM �f MAY VARY 1 GRADE Off: I. INSULA7ON rrl BACKING TO BE APPLIED et` VAPOR BARRIER "OIhAR: M�A'ED SPACE 2. CRAYtSPAGE SHALL BE VENT;,..ATED I SF. PER 150 S.F. OF AREA 5/olio: I" = i' -O" r te: ?:•;• u FLOOR INJLATION -- LOCA7. 'BENTS 12' MIN _ FROM 1 6 MIL BACA GROIJN GO1ER UNFACED INS. to JOIST CAVITY MIRE iNSULATON SU°PORTS @ 24" 0.C. FOUNDATION VENT (Ilx14" ASSUMED) EQUALLY DISTRUBUTEP FOR MAX. GROSS VENT. NOTE. INSULATION re BACKING TO BE APPLIED r&; VAPOR BARRIER TOY1ARD HEATED SPACE FLRIN520 PAN ABODE HOMES, INC.I.` 2 www panabodehomes corn 4350 Lake Wad :on Blvd N. Renton, WA 98056 (425) 255 -260 FAX: 235 4630 Tfff BUILMN6 PLANS if PREPARED FOR Tlf U5E rifTH PAN A5ODE 94PP'LIED MATERIALS. PAN ANODE EXPRESSLY DOES NOT WARRANT TffSE PLANS FOP ANY OTHER USE THESE PLANS HAVE BEEN PHOTO REPRODUCED. DO NOT SCALE IKSE PL 445 ARE NOT TO BE >REPROOUGEO, NOR 5 T+f IWORPIATION CWT THERM TO PE USEO TO PRODUCE PROM'S 041% WI TTEN COW -JEW 'S FIRST oBTAKD Mal PM* MODE 414E5, P4 GO'P1'R BHT Q 2002 PAN ABODE E t•{OME S, LNG. • CONCRETE FOIJNDATION 9421•: I' s I'-0' 5x8 LAMINATED TIMBER WALL TIMBER SCRfkMSe EOTTOM 8OAWELO& PENETRATION OR PER SI4ARY4ALL SCHEDULE CAULK UNDER FIRST LOG • DRIP GAP DRIP GAP Ix BASE TRIM LTP4 FRAMING ANCHOR I 24' O.G. MIN. OR PER SHEARALL SCHP. 1." X IO" ANCHOR 801.T5 � 48" O.G. MAX. OR PER SHEARMLL 5HEPULE I 10' TIMBER %RE* I FULL BOG .148 DIA. X 3' NAIL • b' O.G. 44' PLYWOOD 5UBFLOOR FLOOR SILL PERPENPIC4LAR TO kIOIST ti FNDN WALL I 3/4" (LSL) RIM BOARD it BLOCKING Mf PLATE TO PLATE NAILING Ibd • 4 I/2" O.G. STA&EREP 1 -JST. FLOOR SYSTEM NAIL RIM BD. TO I -JOIST w/ Sd • TOP t BOTTOM NAIL FLOOR JOISTS TO M1D51LL w/ (3) Sd 2x6 TREATED MUD51LL FUCA FLOOR GIRDER YU METAL CONNECTOR OR EQUIV. GUSSET BY OWNER ITO - 41 44 u4IN oc 7 d COMPACT OR UNDISTURBED SOIL Scab: I' a 1 loom air mom moo aim POST BASES REQUIRE I" MIN. Owe • Ij 11, 440, c PER PLAN CONCRETE PAP/POST FOOTING .1111110111 611111111• FLOOR SYSTEM MAY VARY P05T PER PLAN METAL POST BASE EMBEDDED IN CONCRETE PAD, • OR STEEL STRAP W/ 90# FELT o BASE 3-- GONTIN. it4 BAR CENTERED IN FOOTING NV 3" HORZ. COVER it EVENLY SPACED, EA. WAY. REFER TO FNDN PLAN FOR REINF. SPECS. TIE ALL INTERSECTING BAR PER UB.C. PRE -GUT STRAP COVER INSTALLED AFTER THE ATTACHMENT OF STRAP ,. 1 STHDI4RJ HOOKED STRAP INSTALLED IN GONG. FDN. WALL RAM ,101ST nil BLOCKING 2x MUDS;LL CONCRETE FAN. itiALL — 5401M 3/4' a 11-0' GAIN. STRAP w/ FULL NAILING � COLUMN d RIM JOIST STRAPPED CORNER COLUfr w/ FRAMED FLOOR DRIP CAP I SUBFLR. TO RUN UNDER COLUMN DBE, RIM JOIST KV15ION5: REFERENCE NO.: 15281- 510 -36!i DATE: II 4 DRAINING SCALE: -, : r-O" DEkER: CHIN DRAM BY: RTB Ci 5Y: RTB TIMBER SCREWS a BOTTOM COURSE OF 1A65 rt/ 244" . (MIN) PENETRATION INTO RIM DOARD BELO 2 EA. (MIND OR PER SHEARLL SCHEDULE CAULK UNDER FIRST LOG • DRIP GAP DRIP CAP Ix BASE TRIM LTP4 FRAMING ANCHOR I 24" O.G. MIN. OR PER SHEARYb+V.L SGHD. 5x8 LAMINATED TIMBER WALL. 1/2' x 10' ANCHOR $OLTS I 48" o.c. MIN. OR PER SHEARMALL SCHEDULE Scales Ii' s I'-O' R CONCRETE FOUNDATION FLOOR SILL PARALLEL TO V I 10' 1UEER SGREYS 0 FULL L06 .148 DIA. X 3' NAIL • b' O.G. 44" PLYWOOD SLFLOOR -JOIST FNPN WALL OBI. 13/4" (LSL) RIM BOARD W/ PLATE TO PLATE NAILING Ibd • 4 Ill' O.C. STA66EREP 1-JOIST FLOOR SYSTEM 2x6 TREATED MUPSILL A PRE -GUT STRAP COVER DBL. RIM JOIST 2x NUD5ILL FNDN. KAI.L Seale: 3/4" a 1 • • •. 11 . • 1 • I r . � r rrr ' r ' r r � r r r r r • r TRAPPED IN - LINE COLUMN w/ FRAMED FLOOR GLU -LAM COLUMN DRIP CAP 4 SUBFLOOR TO RUN UNDER COLUMN r � v � r �GALV. STRAP w/ FULL NAILING COLUMN 4 RIM JOIST STH0I4RJ HOOKED STRAP INSTALLED IN GONG. FDN. WALL, 9I RECEIVED rn OF T11KWii A DEC 1 9 2003 PERMIT CENTER PROJECT NO. : 03.228 ISSUE DATE : 12-2-2003 DESIGNED BY : MAA DRAWN B`' : RTB rr:n Strue tura Engineering Consultants 000A Div-iaion of ACP ConauZtanta, Inc. 81620 23rd AVENUE SOUTH, SUITE 321 FEDERAL WAY, WASHINGTON 98009 (283) 941-9929 FAX (253) 941 -9939 SEATTLE (208) 292 -0940 GUST0MER: CASTLLO SHEET PTi SOF p v «i WALL TIMBERS SC•s: NTS NOiE: DRY FIT TOP BEVEL TINDER I 6ABLf TINDER TO M � O �MO DA�1 ' � 5� YV /� TOP OF COLUMN TO BE FLUSH w/ TIMBERS COLUMN GUTTING &ABLE TRANSITIONS 4 8E1/EL TIMBERS cAvP++oewcDErAILVA,rrurre TOP OF GLU -LAM COLUMN TO BE FIELD -GUT ROOF PITCH AFTER ASSEMBLY OF WAL TIMBERS 6LU -LAM COLUMN TIMBER WAIL. 1/2 +/- PRIFT PIN IN — 'PREPRILLED HOLES (BY OWNER) FLOOR BEAM x 10' TIMBER SCREW IN PREDRILLED HOLE THRU. BM TIMBER YiAI.I: BEAM CAP ROOF BEAM REAM ANCHORAGE DETAIL • TIMBER WALL Sale: I- I/2'=I' -O" MINCH X Scale: 3" = PROPERTIES OF ONE FOOT SECTION 5X13 / 5-LAM LAMINATED LIMBER PROFILES AREA (SxH) = 24.05 IN 2 155.11 5O. GM. SEC. MOD = 2757 IN 3 MNT. OF INT.= Ci4. iN 5LAMPRf PAN ABODE HOMES, INC. www panabodehomes com 4350 lake Washiniton Blvd N. Renton, WA 91056 (425) 255 4260 FAX: 255 -8630 Tff`E BAP* PLANS If PREPARED FOP TI{ USE IVA PAN A9ODf SUPPER) MATERIALS. PAN ABODE EXPRESSLY DOES NOT h1ARRANT THESE PLANS FOP ANY OTF€R 115E THESE PLANS HAVE BEEN PHOTO REPQODUGED. p0 NOT SCALE TF{SE °x f VT 10 fl RfPRC)DUGEP, NOP 51,f Itr ATIO►r (,ON' attfD A:04 'J ff "If) TO PPr; PR UCT51kk% PRITTEti r.4N5F1'l'' !S FIRST OBTAPC FRCP *ax: . D" 4 ), ABC C•0 Q1 2002 PAN ABODE +fie, INC. Su*: I' a I NMI FIEL WT TOP OF COLUMN I ROOF PITCH - 4 INSTALL MSTA24 GAIN. STRAP NAILED 70 BEVEL TINDER t GOLUhN w/ 18-IOd CEDAR TINDERS Inv NO PADO REO "D. l 6LU -LAM COLUMN TIMBER OVERHANG SUPPORT (FAKED STr'LE) oveiuueVX BEVEL TIMBER NOT SHON &WE EAcF+ ccRse 5" 012 GALY. SELF TAPPING SGREM e 30 6' X12 GAIN. SELF TAPPING SGREYVS • 30 TO WLN''I, IV 3" MIN. THREAD PENETRATION M1ATIVI`1 10" TIMBER SGREYV5 EA. TIMBER TO TIMBER BELOW � 48" O.G MAX. REFER TO gj5GfErgF MIN. I SGREYV PER YVAI.I.5E6NENT 24" OR LE95 IN LBNGTN, MIN. 2 EA PER 1NALl. 5E6NENT EXCEEDING 24" 5" &kv. i5ELF TAPPING SGREW5 e 30 rJ 2" MIN. THREAD PENETRATION TO TIMBER BELOW. REQ'D @ ALL DOOR 4 WINDOW OPENINGS Scale: I WY = 6" GAIN. SELF TAPPING SGREYVS • 30 NV 3" MIN. THREAD PENETRATION TO COLUMN. REM) o TIMBER/COLUMN CONNECTIONS 5" SCREWS � GABLE GUT TINDERS TO COURSE BELOW CEDAR TIMBER sc;t TIMSER CONNTIONS • SHEARVALL ecitY0+s ID' TIMBER SCRES � STARTER COURSE TO RIM JOIST W/ 2 3/8" MIN. THREAD PENETRATION TO FLR. FRAMING. REFER TO 9EA%Ni SCNEME � TIMBER WALL ADHESIVE SHALL BE 1 51KKA 219LM OR EQUIV." PLACED rv/ 3/I DIAM. BEADS. CARE MUST BE TAKEN TO AVOID EXCESS ADHESIVE FROM SQUEEZING OUT BETNEEN COURSES ON APPEARANCE 510E5 A EXTIOR CAULK: "51KKA 2IqLM" AFTER ASSEMBLY OF TIMBERS APPLY A FINE GRADE BEAD TO ALL EXT. 'VERT. SEAMS • TYP. BEFORE STAINING. • 5--LAM ADHESIVE 4 CAULKING Scale: NTS ADHESIVE "5IKKA 2I1LM" ONE BEAD EACH SIDE OF TONGUE 0 EA. COURSE OF TIMBERS. CONT I NU05 BEADS TO ENSURE ADEQUATE WEATHER SEAL. PLACE A BEAD ® TIMBER TO COLN\ CONNECTION BEFORE PLACING NEXT COURSE. BEADS SHOULD CREATE "CAULK BED" TIMBER/GOLJMN INTERFACE. U STARTER COURSE CAULKING. "SIKKA 211LM OR EQUIV." 'HEAVY" BEADS UNDER FIRST COURSE @ DRIP CAP I SUBFL UNDER COLUMN 0 ALL FLR. CONTACT PNTS. i TOP OF EXT. TONGUE frix C R. REVISIONS: REFERENCE NO.: 1528! - 510 - 36 I I Da7E: II 47 - 03 DRAA SCALE 1' 0 x� w 24: -V4 TIMER WALL COLUMN FLOOR SYSTCM FER PLAN WINDOW OPENING IN SHEARkMALL REINF. SIMILAR _ 2x RAFTER SYSTEM W/ 2x BLOGKIN6 4 A35 cu Ps PS TO DECKING PER SHEARPIALL SGHED. r 2x BUCK REIN:. • OPENINGS NOT 514041 • GALV. SCREW • 60 ANGLE EA TIMER INTO TIMER BELOW • OPEN io' MEER 5043'6 EA. 11143ER TO WEER EA.GI'1 • 4E' OL WVC MIR TO I � I 24' CR 1E56 M 11*T1t t411l 2 EA RR Mi SOW D 24' i r STHDI4RJ to.vorti STRAP EA. COL 41 TO Cat. NON WALL PHOENIX SYSTEM sods= no = I'-o• ROOF 5HEATHIN6 ION SGREW5 • STARTER COURSE TO RIM JOIST rPER SHEARAALL SCHEDULE SHEARALL DETAIL PtikiHEMI • 30 ANGLE EA. TIMBER TO COL.141 b' GALV. SCREW SIMPSON LTP4 CLIP VUDSILL TO RIM JOIST CCM. PER SHERt4 LL SCHED. • Timber halls to floor framing - 10" Timber screws, Refer to 5hearriall schedule for gall types � • Post to Foundation -refer to plan and /or provided devils • - After erection of timber halls, install door windori bucks w/ Ibd Waifs per buck installation details • Adhesive shall be "5ikka 2ILM" or equivalent, placed Nth 3/16 Cibead; provide ore bead on each side of the tongue and where gluing is called for per details. • Wall timber to post shall be b" were, 3" from the end of the timber at a 30 degrees angle, 3" min. thread penetration @ post. • kNII timbers to wall timber rough openings shall be 1 - 5" screw e 60 degrees angle. • Roof beam to wall timber Shall be 8" screws each way I/2" steel vertical pin. Of NOMA APPROVED R 1 1 2001 AS NOfED PHOENIX TINDER FASTENERS Scale: AS NOTED PXFSHR X -3 RECEIVED CITY OF Tt MINI! A DEC) 9 2003 PERMIT CENTER DING tritSION DEkER: CHIN DRAM BY RTB CGKD BY: RTB I EXPIRES 2 -1s o4 PROJECT NO. : 03.228 ISSUE DATE : 12--2 --2003 DESIGNED BY : MAA DRAWN BY : R 000 AN en cIT sor -- � t or, JfflStr'uctural Engineering Consultants 000 ,. Division of A CP Consult ante, Inc. 31620 23rd AVENUE SOUTH, SUITE 321 FEDERAL WAY. WASHINGTON 08003 (253) 941 -9929 FAX (253) 941 -9939 SEATTLE (206) 202 -0040 CUSTOMER: CASTI LLO SHEET PT-2 •■•■• ••• • ' * *MO FIELD Ca TIMBERS AS REO'D FOR SEAM SEAT NOTE: ATTACH FRAME"' INTERIOR NUS TO TI!•11SPER AALLS SIMILAR: 571E3 CONNECTION 5T2215 STRAP FULLY NAILED c1/16 SITE DRILLED HOLE I/2 FEEL DRIFT PIN BEM ANGHORME • STUBS 1 COLUMNS Scale: a 1 : 1-1/2" 2 &LU-LAM COLUMN LAMINATED NALL TIMBERS ENERGY ALL NOT SHO'AN I6d RALS O.O. STA&GERRE TO COLIvN 2X FRAMED NALL gml...■1■T■T■11■T■11■1■• COLUMN CONNECTION VIALA7404 INTERIOR PARTITION EXTERIOR NALL FRAMED NALL ATTACHMENT 0) COLUMN FIELD CUT COW* AS RE.O'D FOR BEAM SEAT SCI EDGE NAIL! 1/2" CriX NALL SHE ATHIN6 NAtE °ER SHEAVIALL 'SCHEDULE z EXTER'OR SIDING PAN ABODE HOMES, INC. www panabodenumes cam 4350 Lake Washington Blvd. N. Renton, WA 98056 (425) 255-8260 FAX: 2554630 1!ESEBUILDIN6 PLANS 'PERE PREPARES F If USE vilTh PAN A8ODE S1PPL MATERN.5. PAN A5OGIE EXPRESSLY DOES NO ARRANT THESE PLANS FOR ANY OTELT JSE THE-SE PLANS HAVE BEEN PHOTO REPRODUCED. 120 NQL2f 1,fSE 2 ,A16 ARE PC TO EE REPRODUCED, NOP DEITCYMATOI COTNIED TWAIN To BE thE'D TO PP:1311C,F KCOUGTS ILL liZ:71t4CA,45er 5 FIRST Cfr Alf:" FRY frN Aeorf gowc5, lk: COPYRIes-M 0 2002 PAN - ABODE HOMES, INC ROOF OR FLOOR BEAM CEDAR TRIM COVER APPLIED OVER HANGERS NOT SHOWN t Sud•: 3/4' a IV • 44<;> POST TO BEAM COM. IV 2-AM TRANSITION 11111MCNP TP3I1 SIMPSON TIE PLATE CENTERED OVER JOINT W/ CEDAR TRIM COVER NOT SHOWN POST SIZED PER PLAN ATTACHED TO FLOOR OR CROSS E3EAM. SEE POST BASE CONNECTION DETAIL POST SIZED PER PLAN CEDAR TRIM COVER NOT SHOWN APPLIED OVER ANGLE A23 METAL ANGLES EACH SIDE DBL. JOIST OR SOLID BLOCKED FLOOR SYSYTEM Scale: 3/4 II-0" _1- APPLICABLE • EXPOSED POSTS ONLY EXPOSED POST CONNECTION AT FLOOR - NOTE : STEEL DRIFT PIN 1NTALLED IN PREDRILLED HOLES W/ 16c1 CASING TOENAILS 15 OPTIONAL GIVEN NO UPLIFT RESISTANCE 15 REQUIRED AND CONNECTION 15 APPROVED BY LOCAL BUILDING OFFICIAL SUSFLOOR OR DECKING rSitecoN 500 Ail 110P ; INTERSECTING GABLE WALL VERIFY OUTRGGIR LOCATION ON-51TE LOWER ROOF OUTRIGGER DETAIL 5 1/8x1 1/2 ST6224 STRAP OUTRIGGER 1 LOFT FLOOR TIMBER NOT 5HOr1N CORBEL. OUTRIGGER amtostseit2 \i 5!ONS: an. REFERENCE NO.: 1528: DATE: 11-?"1-03 DRA6:ti6 1 DEALER: DRAM BY RTf3 S'' —R13 aDAR TRIM COVER APPLIED OVER 11E PLATES (FIELD-RIP) '7311 SIMPSON TIE PLATE — CENTERED OVER JOINT .11•111. Scal•: 1 a IV POST SIZED PER PLAN ATTACHED TO FLOOR OR CROSS BEAM. SEE POST BASE - CONNECTION DETAIL POST TO BEAM CONNECTOR v4/ IMAM TRANSITION P311,004 TP3I1 TIE PLATE EACH SIDE OF CONNECTION YALL SHEATHIN6 PER SCHEDULE ED6E NAILIN6 PER SHEMIALL %FOIL 3/4' 1 1 IOCII 6" °L. 1.74 FRAMING ANCHOR PER 94EARAALL 2X6 P.T. t•VO5ILL CONC. FN ALL REINF. PER DETAIL I/DT I 111■0 I r NOTE: PLATE TO PLATE NAILS 4 FLOOR %DV* NAILS SHALL BE f OFFSET 1/2' FROM EACH OTHER 1 STA66ERRED PLATE TO PLATE NAILING PER SCHEDULE 1-1 3/4" RIM MATERIAL ALIBIED til KALL ANCHOR BOLT SIZE 5P/11N PER SCHEDULE FOOTING SIZE PER PLAN 4' 8" L 4' FLOOR JOIST SHEAR TRANSFER • INTERIOR STRIP FOOTIN6 16c1 @ lb" - 0.C. STAGGERED @ FIELD NAILING OF TOP FLT. DOUBLE NAIL EACH ENO @ FIT. SPLICE TO PLATES NT • • 1. a 2x 57,05 @ le" 0.G. DOUBLE TOP PLATE SPLICE 48" MIN. LAP • PLAN MEW *-0" MIN. (12) - lbd NAILS STAGGERED OVER 48" MIN. LAP AS SHOWN (SPACE EQUALLY) TOPL.SPi. RECEIVED riTy ()F Tt WWII A DEC1 9 2003 PERmr," CENTER - 16d NAILS @ EACH 5ThC ELEVATION Arir PROJECT NO. : 03.228 ISSUE DATE : 12 DESIGNED BY : MAA DRAWN BY : R TB Onn Structural Engineering Consultants ono Division of ACP Consultants, Inc. 31620 23rd AVENUE SOUTH, SUTTE 321 FEDERAL WAY, WASHINGTON 96003 (263) 941-0929 FAX 1263) 941-9939 SEA1I1I (206) 262-0940 SHEET 17-5 04 OF fl ' AS..., • mar Allks(.10,41Vit *.bei &WM AN4.1101.1.• " • V NIRAPPED BEAM 6EAh PER PL.W NT5 ST6224 STRAP • • • • • . . . • . . . • • • . . . . • . . . . . . • . BI.OGKING UNDER PLATE EXPOSED BEAM BEAM PER PLAN— TOP PLATE TO HDR / BEAM TRANSITION -- 5T6224 STRAP T1NPUVRT ALL BALLOON FRAMED JNALLS OVER 18' -0" NIGH SHALL HAVE DBL. 2xb STUDS o.c. ril 48" (MIN) LAPS IF NUMBER IS NOT GONTIN10U5 ROOF BEAM 4 CAP NOT SHOYVN POCKET '' , • • • • –2x WALL STUDS @ Ib" o.c POSTS PER P'.. AN Not To Scolds • ' ' • • 5T6224 • :2x 50.E PLATE • STRAP , • 5117224 STRAP • • • BEAM POCKET • • • • • • 5T6224 STRAP W-M ROOF BEAM SPLICE OCCURS NON-BRG FEARER 5T6224 STRAP • • • • • • • • • • INSULATED 3 -ST10 CORNER TYPICAL POST E BEAM 2x BALLOON WALL FRAMING TIP *Myr Firms- E3.aKirG � ALL WALL5 10'-0" HIGH OR HIGHER INSULATEP WALL INTERSECTION — HEADER/ OUTRIGGER • • I • NOTE: DSL. STU 5 OR POSTS ARE REQUIRED FOR SHEAR MLLS NOT SHOWN. REFER TO DETAILS. PAN ABODE HOMES, INC. 4 www panabocebomes corn 4350 Lake Washington Blvd. N. Renton, WA 91056 (425) 2554260 FAX: 2554630 1WSE BU IS* PLAt6 r cl PREPARED FOR TFE ,15E riTTH PAN ABOCT SUPPLED MATERIALS. PAN ABODE EXPRESSLY DOES NOT YNARRANT TffSE PLANS FOR ANY OTHER U5E THESE PLANS “AVE BEEN PHOTO REPRODUCED. p0 NOT SCALE T °E 445 Cr TO IF REPRODUCED, , NOR 51)f ►IfOe'A'ION ON "Attf:D TFE'R'h 'D ff USED TO MODUC•F Mown Ml iS 1E14 :045Er IS FIRST CBTAAEP FROM P* *OM 4YE It( GOP S4Y C 20102 PAN ABODE HOMES, ING . BEAM SPLICE I OF P05T DETAIL CUT TO ACOMOATE SMALLER BEAM IN REQUIRED Sale: I s I 51MPSON" 5T6224 STRAP OR EQ. 2x TRIMMER . � EA. SIDE OF BEAM w/ 10 - Ibd NAIL5 EA. TRIMMED t NAILED TO P05T W/ 10-I6d EQUALLY SPACED IN 2 DOUBLE TOP PLATE ROOF BEAM w/ CAP 2x STUD FRAMED WALL BEAM POCKET I TRANSITION "51MPSON" 5T6224 STRAP OR EQ. POST Scale: Not To Sale DOUBLE 2x TOP PLATE AT EXT. WALL. TOP COURSE SHALL LAP OVER BOT?OM COURSE 2x STUDS (ALLOW 4" OF INSULATION BEThEEN STUD AND SHEATHING - 2x FRAMING AT INTERIOR PARTITIONS FLAT STUD INThR.ECTIQN FRAMED CORNER E INTERSECTION SThP UILP-UPS 2x C,OR\fR STUDS (THREE STUD CORNER) 2x BOTTOM PLATE SIDING MATERIAL LEAVE It" GAP EDGE5 t ENDS UNLESS OTHER!""ItSE RECAMNENDED BY MAWFAGTURER EDGE NAILING PER PERMIT CENTER SHEARYtALL SCHEDULE EXTEND SHEATHING OVER RIM JOIST 4 NUDSILL NAIL PER SHEARAALL SCHEDULE DEC 1 9 2003 REV!S1ONS REFERENGE NO.: 15281- 5I0 -36;I DATE: U'1O3 ✓ RAt;NG SCALE' ' = ri-C" DE -�iER: GHWI D RAiNN BY: RIB C' ECKED BY. , RTa NOTE:: frCUAL HEADER SIZES TO BE CALCULATED FROM LOADING CONDITIONS PITCH MAY VARY *dNMLSII2' ; *- ROOF FRAMING tetER 6' SGREM to I S' (9:12 PItGH ! STEEPER) .r' r 2x4 YYAI.I. SIMILAR 'I Sale: I" = I '-O" BEVELLED BEM AND }'MALL GAP PITCH MAY VARY ROOF FRAM* R pSOM BEVELED (APPEARA GRADE) BEAM CAP INSTALLED ON SITE Ibd NAILS I 11" OL. N TO 8:12 PITCH) 6' SCREWS I IS' OL. (9:12 PITCH I SERER) 6LU -LAM ROOF BEAM 512 MAY VARY ROOF BE/Wt :XNRES �- I S-04 PROJECT NO. : 03.228 ISSUE DATE : 12-2-2003 DESIGNED BY : MAA DRAWN BY : RTB MO Ci on -- f=' eutor� TJ Structural Engineering Corr,suttants r:i :: I A Dtvtiefan of A CP Conatat ante , Inc. 31620 23rd AVENUE SOUTH. SUITE 321 FEDERAL WAY. WASHINGTON 98009 (253) 941 -9929 FA X (253) 941 -9939 SEATTLE (200) 292 -0940 DO3 -4° CASTILLO SHEET OT -4 II OF I7 Ii ' .R .1.004. ..,A•r, l+R ♦y 4, 6:12 2x10 ROOF RAFTERS 1/2" COX ROOF 51ffATHIN6 x010: NT S • • • 1 I/2' MIN. AIR 5PAGE W/ RI6I0 BAFFLE • INSULATION 0.131'4 I/2" NAIL • 6" O.G. INTO 2x FLAT BLOCKING LAP RAFTERS t NAIL Wi 3- 0.148 "x3" NAILS • SHEAR TRANSFER • ROO TRANSITION • 2x10 BLOCKING NU 3- 0.148"x3 I/4' NAILS @RAFTER TO BLK'6 LO ANGLE FLAT ti 24' O.G., I3LOCKING TO ROOF BEAM 1X6 GEAR TRIM MIDGE • 12:12 2x10 ROOF RAFTERS N4/ BIR05MOUTH TO MATCH 6:12 BM. CAP 24F GLULAM ROOF BEAM W/ BEAM GAP • • y ROOF F I TGH MAY VARY ROOF SYSTEM NOT S. O A N 1 SEE FRM'G ELEVATION FOR ACTUAL STUD LAYOUT ROUC - OPENINGS 1 ST6224 STRAP 1 DORMER TRANSITION • RAKE WALL SCALE: I I/2" = OBL. PLATE • ROOF BEAM A' REV . F,2#6 ~ 1 r CAVITY FL OOR PER ALAN ROOF 5Y5TEM MAY VARY —, (2) 2x R ;M SEAM H A N &E R ,, BEYOND - R :OR IR A —ROOF TO YyA1.L SLASHING INT. WALL FINISH — � 2x 8LK • • • � CONTINUOUS '' POST BEYOND PAN ABODE HOMES, INC. 417'2 www panahodeno nes Corn 4350 lake Washington Blvd k Renton, WA 98056 (425) 255 -8260 FAX: 2554630 TFESE BUILDING PLANS IEgt PREPARED FOR WE USE 1TH PAN ABODE 'LIED MATERIALS. PAN ABODE EXPRESSLY DOES NOT KARR ANT THESE PLANS FOR ANY OTHER? USE THESE PLAN'S HAVE BEEN PHOTO REPRODUCED. 4 120 NOT SCALE T* f 1.445 Mr %Cr TO If R 0OuGED, K' 1 ' 5 T* I*O 'ATION ( IATiNIED WIN N '0 EE if f0 TO PROJILE PROCW, U ,&6 rR175 CO I S FIRST 013 FRAM 4N A90VE eats, AEG COPT R i &NY 0 2002 PAN ABOVE HOMES, GONTIN10115 RIDGE VENT PiV SCREEN BELOW BY ROOFING SUPPLIER 8-Ibd o LAP GATT INSULATION 2x4 NAILER YY/ 4 -Ibd TO BEAM INT. FINISH MAY VARY GUJLAM ROOF BEAM Wale : 11/2“ a 1 • IMO RAFTER CONNECTION e RIPE • • • HOLD -BACK ROOF SHEATHING TO AChOIi. RIDGE VENT in' COX PLYYID ROOF SHEAThIN& 2x BLOCKING FULL HEIGHT NU NOTCHES FOR VENTILATION 2x RAFTERS e 24" O.G. RAPIERS: 8UO CKIN6: NAILER: SHEAVING: Ibd TOENAILS 2EA. SIDE • ALL BEARIWS POINTS 3-16d • EA. RAFTER t 3-16d TO NAILER 3-Ibd EA. TO TOP OF MALL OR BEAM bd • b' EDGES t MOCK*, 12 OL. FIELD • 2x LEDGER FM1 HANGER 2x RAFTERS 43 24" O.G. MOIL: NAIL A35 TO TOP OF RAFTER d b" PIECE OF BLOCKING 515TERREO TO SIDE OF RAFTER. DO NOT IMPEED VENTILATION IV RAFTER BLOCKING A35 CLIP @ 48" 0.C. SHED VENT BY ROOFING SUPPLIER 1/2" COX PLYWOOD SHEATHING Atro Sc ales: ISM" = ILO " SHED ROOF TRANSITION 2X4 BLOCKING to 48" O.G. STUD FRAMED WALL (3) Ibd EACH STUD SHEATHING SHALL RUN CONTINUOUS FULL HEIGHT (TYP) INTERIOR FINISH MAY VARY SOCIFT aN INT. FINISH FRAMED WALL yule: 1 1/2' = 1 ti r I- - LL ROOF FLASHIN6 REQ'D FOR - - �—� ROOOF I NG PRODUCT SHINGLES, TILE, ETC. ROOF TO WALL FLASHING FRAMED WALL SIDING OVER FLASHING CEILING FINISH RFMLFLFI4 REVISIONS: • RRE.FERENGE NO.: 15281 - 510 - 361 DATE: II -f1-03 DRAY4■ SCA..E: If° y 1'-0w DEALER: 0H0I PQMNBY: RTB CECKED 8`'- RT • • iXa FILLER S/4 x6 FASCIA Ix8 FA504 • • • L Swiss 1' a I'-Cr ,2x10 RAFTERS 0 24' O.G. bd • b" O.G. 2x10 BLOCKING (NOTCHED) • 3" CONT. SC.REEN t Ix6T*@SOFFlT LTP4 CLIPS PER SFARYLL SC1PL. R-30 CAVITY ROOF N4/ PALLING A !AVE OVERHANG • WirEs ALL PITOES OVER 8:12 REQUIRE 5/4x8 WITH IxIO FASCIA • RAFTERS: Ibd IC/DALES DEAL SIDE • ALL 8R6. POINTS BLOCKING: 3-16d • EA. RAFTER 3-Ibd TO NAILER SFEATHIN6: bd • b' OL. EDGES 4 ELr at , 12' O.G. FIELD MINOR NALL SYSTEM MAY VARY I/2' GDX PLY/10. SHEATHIN6 R -30 8 I/2" DENSE FIBER6LA55 BAIT INSULATION CEILING FINISH IX6 TtG WHITE-11D • b MIL. POLY VAPOR BARRIER A35 CLIPS FER SFEARrwL Sup.: I/2" COX PLYWOOD SHEATHING R -30 8 I/2" DENSE FISER6LA55 GATT INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH IX6 TdG VHITE-WD Scale: I" = 1 1 ea 6" O.G. 1O1!: ALL. PITGFES OVER S:I2 REC JIBE 5/44 WITH IxIO BARGE MD. Ibd 1 6' OL. TO NAILER t Ibd TOENAILS, 2 EAGN SIDE 1 ALL BR'6 POINTS. %CATHIN G: ad 1 b' OL. EDGES t BLOOM*, 12" O.G. FIELD 2x10 RAFTERS o 24" O.G. bd 0 " O.C. 5/4x6 FASCIA R-o AVITI' ROOF rung PANLIN& e GABL! OVEHAN& R-OGVI 1x4 FILLER Ix8 FASCIA Ixb TdG SOFFIT WALL SYSTEM MAY VARY ROOF BEAM BEYOND cITY �� MAR 1 1 2C04 AS NOTED 1)0cm -31c RECEIVED CITY OF Ti WKWI! A DEC 7 9 2003 PERMIT CENTER 1 EXPIRES 2 -IK 04 PROJECT NO. : 03.228 ISSUE DATE : 12 -2 -2003 ESIGNED BY : MAA DRAWN BY : RTB Ern Structural Engineering Consultants 00 A Division of ACP Com ultanta, Inc. 31620 23rd AVENUE SOUTH, SUITE 321 FEDERAL WAY, WASHINGTON 96003 (253) 041 -0020 FAX (253) 941-9939 SEATTLE (206) 202 -0040 CUSTOMER: CASTI LLO SHEET DT -5 is OF n • IMP Sale: NTS /1/ HORIZONTAL T*6 IPIP4 6 VIP STUD EVILDIN$ PAPER EXTERIOR SHEATHING V AND NARROVER SIDING IN NORMAL CLIMATIC CONDITIONS ADD I FACE NAIL IF SIDING IS r1IDER THAN b" 612 (1') 5TAINLE95 51DIN6 NAILS TFRU SFIT'6 TO SOLID STUDS CEDAR SIDING UP TO 6" HIDE ATTACH LEDGER TO DSL RIM VY 1/2' X 5' T5 WI MARS PER LEDGER DETAIL DROP DECK JOSTS LOVER THAN DRIP GAP TO ALLOIH FOR DECKING $ Z- FLA5HIN6 ATTACH JOISTS TO STRUCTURE NV LU5 JOIST HANGERS to LEDGER N.T.S. NOTE: OPENINGS IN GUARDRAIL EAU. BE CONSTRUCTED SO THAT A 4' SPIRE CANNOT PASS TMZOU6N .1015T5 PLAN g" Ix CEDAR BASE TRIM GW11.K Z- Fl.A55H TO DRIP CAP 61RPERS POSTS 2x10 rRrn 1.56ER r. r.: r� r ELEVATION EXTERIOR PK 4 RAIL • TIMBER WALL SILL I Ali MATERIALS BY ate I 2 - 2 I /2" SCREYVS 2xb T.K. 545 ) ., 2x2 BALUSTERS DECKING SPACED @ fib" 2x JOISTS PER PLAN 2 - 3' SGREYG 2x RIM JDIST Dent*I lf. 4i ie/V fJ! • V •••••• ••••••• SECTION 2x P.T. LEDGER ATTAOHED ry / THRU- SOLTS OFFSET BOLTS 2" FROM' EDGE OF LEDGER (TYF TOP a PECK LEDGER Stole: Not To Scolds FLASHING 4 LE GER TOP 4 (BTM. IF APPLICABLE) r �i •,► � TC, x 5 I -SOLI . STAGGERED w f INAS RS O.C. FOR MST SPANS EZEEvING 6' "► (@ 24' 0.,S. FOC JOISTS SPA ES ThAN 6-O') EASE TC' M AN: OR SIO N& OMITTED ®A:.L LEDGER LQCAT'ON5 FRAMED VNiALLS 5-4k.1_ HAVE S4EA "+4tNG RJN 5E LEDGER ATTACH DECK JOISTS TO LEDGER hV "LU5" HAN6ER5 ( HANGERS NOT SHOWN FOR GERITY FLOOR SYSTEM MAY VARY YVALL SYSTEM MAY VARY k JOIST SYSTEMS REQUIRE FIBER BOARD BLOCKING TYP. ONLY ® LEDGER LOCATIONS ONLY OR (BSI.. RN) FOR TIMER SYSTE RAM BOARD I Rft JOIST ALL S "STEM SELOYV F OuND AT fON MLA. PAN ABODE HOMES, INC. ;':�� www panaboderoomes corn 4350 Lake Washington Blvd. N. Rent WA 91056 (425) 25542W FAX: 2554630 Dee 9UI1DIN6 PLANS sfiRE PREPARED FOR TIE LSE NNTH PAN ABODE VP,.IED MATED ALS. PAN ABODE EXPRESSLY DOES NOT YVARR ANT Ts ESE PLANS FOR ANY OTFf R USE THESE PLANS HAVE BEEN PHOTO REPRODUCED. j?O NOT SCALL , f ? AE6 ARE NT TO ff RfPQODUCED, NOR 15 TFf IrfORKATIONI ; O4TAII€D TFERIN T O 9E HO TO KAU PRODIIC'S WHEN COIfENT 15 FIRST OB'A,ED F & PAN A60DE 40,1 MrG Goc r'R ' O 2002 PAN A5DE HOMES, ING. • I ALL MATERIALS BY MIER I I 4 7:0 RISERS .S" MAX .1 L--- -J Scale: 1/2' s IV HANGERS BY OWNER TREADS q" (MIN.) —\ FiN194~LOOR TREAD ACTUAL FLOOR 4 BEAM REFER TO GUARD RAIL SYSTEM MAY VARY DETAILS FOR STAIR RAILING ASSEMBLY ANGLE STRINGER T RE.A✓ MOUNTING RELIEVE TREAD ENDS TO CONGEAL META ANGLE FULL NAILING R .OUIREO __ OMB 1111111• OPEN RISER STRAI&HTRUN LU-LAt4 STAIR 3 I/8 "xl2" TREADS STAIR ANGLES 3 I/8 "x13 1/2" STRINGERS I. HEADROOM MIN. -8 ", 3'-0" MIN. 1NODTH 2. TREADS 4 1" MIN. DEPTH, RISERS 8" MAX. HEIGHT 3. HANDRAIL MIN. 34" TO MAX. 38" ABOVE TREAD NOSING HANDRAIL 11/2" MIN. TO 2' MAX. CRO55 SECTION DIMENSION 1 11/2" MIN. CLEAR FROM WALL, RETURN RAIL ENDS TO WALL OR NEWEL REVISIONS! EFERtNIE NO.: 1528+ -5i0 -3611 DATE. 1I -1-03 R,Ah tic SCA..r: 1 : l' -0" DIALER: CI�Nii DRAWN BY: RTB C*1E;,KED B" . RIB _ I ALL MATERIALS BY atia I N.T.S. HANDRAIL AND GUARDRAILS HALL BE COHSTRUGTED AS FOLLONIS: GUARDRAILS S HALL NOT BE LESS THAN 36 IN HEIGHT. HANDRAILS SHALL NOT BE LE55 THAN 34 OR MORE THAN 38 IN HEIGHT ABOVE ThE STAIR NO5IN6. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN OfZNAMENTAL PATTERN SUCH AS A 4" PINCER SPHERE CANNOT PASS THROUGH. THE TRIANGULAR OPENINGS AT STAIR TREAD RISER I BOTTOM SHALL BESU6HASAb" DIAMETER SPHERE CANNOT PASS MOO{ I4. THE GULL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 LSS. PER LIItAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. ACTUAL GONFI6UR/1TION MAY VARY, HOWEVER ALL RAILINGS SHAI.I. COMPLY PITH THIS CRITERIA THE HANDRAIL CONSTRUCT1ON SHALL BE ABLE TO RESIST A LOAD OF 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT 20 L8 PER ALONG THE TOP RAIL. LINEA1. FT_,, 200 L85 ANY DIRECTION ANY LOCATION \--- b" SPHERE MAY NOT PASS _ THROUGH GENERAL RAILING 4 GUARDRAIL REQUIREMENTS 4" SPHERE MAY NOT PASS THROUGH MLIN6 1. t%r( Of 'r VOILA M AR 1 1 ZIA AS NOTED gU! DiNG QiVIStOts1 RECEIVED CITY (')F T! WWII A DEC 1 9 2003 PERMIT CENTER .1 7674 XPIRES 2 - I$ -04 PROJECT NO. : 03.228 ISSUE DATE : 12-2-2003 DESIGNED BY : MAA DRAWN BY : RTB nal/AN r- ( Engineering Consultants s D :i Div4eion of ACP Consultants, Inc. 31820 23rd AVENUE SOUTH, SUITE 321 FEDERAL WAY, WASHINGTON 98003 (253) 941-9929 FAX (253) 941-9939 SEATTII (206) 292-0940 CUSTOMER: CASTI LLd SHEET DT -6 13 OF ri gib . . :i ' ':MII� ".iN1M:1J4X1R ^w 11�;liir r.' t�";k��q..r+ -J :�v ':'S- .fTShMt�"�5. -e A4'+ r+looNae•' R.7iAMMerV1'M•I'.tires•+M '1 - .1e otra A a .,ht�.:/!t+' +• FRAMED WALLS : (A) TIMBER WALLS : (A) GALLOUT SIZE = ROUGH OPENING UNLESS NOTED OTHERWISE PER PLAN CALLOUT SIZE + 3" (BUCKS) =ROUGH OPENING UNLESS NOTED OTHERWISE PER PLAN REFER TO FRAMING ELEVATIONS FOR CUSTOM UNIT ROUGH OPENINGS. BAY, BOW, TRAP UNITS, ETC. FIELD GUT TIMERS PER TIMBER POOR 4 WINDOW OPENING DETAIL SKYLI&HT MODEL it : rci 101 104 106 ioe 112 i Boa Boa 601 i ta 1 ROItH OPENING : 30(2e' , *VI -204'r.46A' 210596' 211PC1146' Wail WOW µi'zze' 447AbK' FRAME SIZE : 200(21V 2103*' 2$0416a' NOW NX10114 Wes 40021V _441046V • 0 11NPOili rs. ,a° (A) EXTERIOR FRAME DIPIN510N5 OF WINDOV4 MAMJFAGTIJRER5 MAY VARY. VERIFY AGTUAL LR4IT SIZES PRIOR TO GON5TRUGTION. (5) UNIT FEI6HT IS SANE AS GALLOUT HEIGHT. (C) 'YELUX' SKYLIGHTS ASSIPfD. SIZES MOM ARE AVAIL/ N DST P 00E15. REFER TO MIMtFAG11P5S SPEGFICATIOHS PRIOR TO INSTALLATION. ALL RD. SEAU COt4'ONTS ARE BY OVtR/CONTRACTOR: REFER TO M ITt11OWS FOR PROPER ftTALLAilON • FOR NAB. ON FLMGE FIXTURE MSTALL BY PRES61H6 RAH&E P05ITIVELY INTO A 04T1tWL BEAD OF 51:ALANT HIGH EXTEIVS ARM TIE BOTTOM AIR SIDES OF TFE FIXTURE. APPLY 1FE TOP HORIZONTAL FLASHIN$ LAST, MTh SUFFICIENT 1. 1&TH TO WEND BMW Tit JAM FLAW. • FOR FIXTURES MOT NAIL ON F14 C MOWS %11.1. EC 12" MR MTH NO DODO INTO TIE ROUGH FRAME AT Tit SILL AND ROlI6Fl OPE1r1H6 SILL FiASHIN6 1 HEAD FLA5H16 JAM ,LAM FLASH* SILL ■ 1 • MAP kV 5EA1. fr6M T 1PE TFE TOP NAL* RANGE IIEAD FLASHING MTH A GONTINJOUS BEAD OF SEALANT. APPLY REMAIN* MALI. 9EATHIN6 PAPER IN A MATFERBOARD FA51NON MTH TIE SILL FLAW LAPPING OVER TIE TOP AND TIE HEAD NV JAM FLASHING GLOM. • P OMDUAILY FLASH ALL EXTERIOR OPe IN65 FOR F1XTU E NU AS MUM, DOORS, NV VENTS TO MAKE Ti H KATINFROOF FLAW MAMMAL SHALL EE PROV00EP BY COM VW f SHALL EE UTILIZED ® ALL SEAMS. JAM FLA5FI16 FRAME 1 T T I I 44 44! BUILD* PAPER / FELT AD/5111. FLA511146 STEP #I STEP #2 STEP #3 O R01J614 OPWiN& Gfr4J$ a lor.ATHEWROOFIN6 e Rfr4.tP M.L5 scow. NTS ROSEAL (I) STANDARD UNITS ARE VINYL FRAME5. IAtE.55 NOTED OiPERMliSE PER PLAN. (1) hGNk GOIf161JiA110W6 MAY VARY, Ka TO PLAN FOR SPECIFIC GOMBINAT10K5. (3) REFER TO MORSE kV SALE AGREEMENT FOR 6LAZIN6 SPECIFICATIONS AND LP6RADES UNIT 5125 ARE GALLED OUT MOTH X HEIGHT IN FEET t INCHES , FOR EXN#1.E : 6036 : 6'-0" HUE X 3'4" HIGH ALL ILLUSTRATIONS AND CALLOUT5 ARE VIM FROM T1E EXTERIOR. X : OPERABLE 0: FIXED LH = HINGED I LEFT RH = HINGED e RIGHT (4) COMBINED SKYLIGHT UNIT5 EOUIRE GABS FLA 1IW $ ARE PROVIDED WITH PACKAGE 1 LE55 JN' PER PLAN ARE SPACED MORF THAN 4' APAR" ALL SITE ALT FLASNIN55 ARE THE RE5P6BILlY OF THE Otte OR ROOF* CONTRA,; ?OR SI40T5 ARE 'YEA' UN,.E55 TEGIFQED Oh PLAN TO BE SULLIED BY Ortf R. ININDOi.4" 'STEINER& NOTES N.T.S. (5) STANDARD Si.IDIN& DOORS ARE VINYL FR ANES Itl.ESS NOTED OTI I^115E PBR PLM (6) REFER TO MANFACT DETAILS FOR INSTALLATION AND S PPORT SPECIFICATIONS ACTUAL UNIT 9E5 ARE I/1' 1.55 THAN GALLOUT NV I/4' SPACE ASVED I SIDES. CI) ALL UNITS ARE NAIL -FIN 5TYLE. INSTALLATION OF IA,!T5 SHALL eE PER DETAILS PROVIDED TO ACWWATE APP!..IC BLI Y AL SY5T (e) REF `R TO MA U ACTURERS TESTED U -VALES OR LOCAL GOD€ DEFAULT FOR ALL AL',_JCABLE EPER6Y CODE COP/PUKE INFO. (q) SUDIN& 6LA55 DID: U5E UE RAL AMOI T OF CAIx.KIN6 NER DE SILL I CENTER FRAMED IN OPENING / SHIM AS REQV. TO LEVEL / FRAME M15T BE PLUM, LEVEL I SCLJARE IN TIE OPEN / DO NOT NAIL Tlf HEAD. (i0) ovate P,.ACE THE UNIT ON I /4' BLOCKS AND SHIM A5 ie.Q'D. TO LEVE. I POSITION BLOCKS 2' FROM +CORNER i EVERY 8-10' t DIRECTLY UNO€.R VERTICAL RAILS) I CENT THE *IT IN GPEHIP(, LEAVING 114' +\- SPACE ON EA. SIDE / PO NOT HAIL THE HEAD RAM PLACE FINISH NAILS I D' X 1 /4' -If% ABOVE FLAW ,AM? MC THE NAIL Dati AVER THE HAIL -FIN l,IERIG,ATE AL WVIN PART5 AO HAIL Tlf PAM M AT TAE 510E AFC BOTTOM OF THE FIXED SIDE OF SLIDER MI5, NAIUN& THE OPERABLF 510E AFTER A1.16NMENT 15 52ARF I PL043. VVre;rn.2 EIAN ABODE 4MES, INC. =; www panabodehomes corn 4350 lake Washington Blvd. N. Renton WA 90056 ON 2554260 fAX: 255 -8630 Tlfi BUILDING, PL N45 rtPE PRtP FOR TFf t15E NTH PAN 4 13COE 5UPPL IED MATERIALS. PAN ASODE EXPREA Y DOES NOT hIARR ANT THESE PLANS FOR ANY OTHER USE THESE PLANS HAVE BEEN PHOTO REPRODUCED. ,2O NOT SGALZ T1f5E PLNI5 ARf PC TO ff REPRODUCED, NOR S TIf IRFORMATa GONTNI(D TI RIN TO BE USED TO PRODUCE PRO C5INI55 W" ZEN COofitir r, F 510BTNIf.D FROM PAN 'BODE r0f5, MC. COPYR 6t4T O 2002 PAN ABODE HOMES, INC. 4X6 OR 5-LAM 31V TIMER WALL 1X4 5 YIWXYA UNIT ^TTK,H 8UUC5 TO TIMER MU PER pUGK INSTALLATION PET/11L5. / N.M TAI! MMLL 11 IN GPO 1.MMd 2x ( IIVX3116 ) Route opE41N6 IX .was LINER tFIELD RIM) 1X4 BEVEL GA5IN6 LAMINATED TIMER HALL S-L,Wt OR 3 -L441 APN_ORYY 0 TO tte BUCK M PLoa FIELD GUi' TIMERS PER OPENING DETAIL AS RBQb TO AthOMOOATf AG1U/11. NIlOOW 1f16HT 1641 BOX NAILS I 12'06 5tAb6ERED • HEAD t SILL BUCKS NOTE: PRE- ASSEMLE SUCK FRAME * VERIFY PET R.O.4 YlIIDOW UNIT 1 fl 2X BUCK , ACTUAL SIZE HILL VARY PER WALL SYSTEM 16d BOX NAILS, 2 EA. TIMER STA66ERED TOP t BOTTOM LO6 fr6 REcry. FOR DOOR ROUGH MOOS FE.D GUT 4 REMOVE STARTER HALF LO6 rrA i MN65 DO NOT GUT MAIM T WS (PL Plano F O R DOOM worm ETrL 1T 'AGE fOR AIR 003) TI t "SSG ) ST U3 MALL 61-LE TIE L *S OR CCU)N SPEUFIGAT10 FIEI.O CUT HEADER 1.06 ONLY AS REGD. TO AGAVE SANE WIWHI AS DOOMS Cf R21614 OPEN* • SILL L06 OTIMeee DOOR 111N7014 MOWN ONO FELD GUT' I MOVE STARTER TR fIELD CUT fEADER L06 0>4.Y AS I FOR HOUGH OPD1 fU1 L06 M.I. C ellt 65 prom I14ILA MI OM MY WARY PER 5M51D4. DEFER TO wrnNb MARAS KR e'EGIAl.16111,CT10 6. OIf flu. met 15 leave ABOVE AFL OPese. 2X FRAMED EXTERIOR WALL Pi/ I /2" GDX SHEATHING d SIDING INTERIOR WALL FINISH oztr iX2 CLEAR CEDAR CASING MW.. Mrl7011.lMI5 FRAMING SIZE - MAY VARY PER PLAN WINDOW UNIT Rou6H oMNi% ix .use LINER (FIELD RIPPED) REVISIONS: REFERENCE NO.: 15281 -510 -3611 DATE: II -11-03 D SCALE: Y4" = 1 BOND CALK LACER tXTERJOR Si/VIC1 roat Fvu.rf* VM � � *as emu" R MLVNi PLACE 2 NEW DEAO! OF CALK • OKA I NIA11 INTERFkL • KILN MD TNR SYSTEMS OI4,Y 1 1011111 a eu OM IWO! Mc MM bd FNMSN •24' OL. .IMF I 1RIM1 Ww.INi 1 GAI.KINO GALA* • EXYlJtiOR JOINTS ('TYpIC4) 3/4' ROOFING OR BOX NAIL • NAL#1H Ir a SIDES I BOTTOM DRILY M OS *it ,ATTACH PM TO - T ONW.L as INSTALLATION OETAILSS N TE: ARE RI6GAle Kit TIC AIR PRJW SYS1O4 ern I•IATION I gown C ala NMI scut NO MOM dr MICR 10 1181/41 14 LINN NO QM* 4d Mil • 24' OL. EXTERIOR 51DI* TU L IPiN6 MAY VARY t 6, SHIPLAP, BEVEL, ETC) +KERF SIDING TO ALLOW IN ND S TO EXTEND !VOW EDGE OF FRAME IIe. D NI ILIWAIION FLA5HIN6 INVALID OVER WINDOW UNIT FRAM PRIOR TO SIDING HNDOW UNIT INTERIOR WALT. FINISH DO NOT NAIL TFAOUGH NAIL FIN A FEAR TO ALLOW FOR DEFLECTION cJN 1 �O1 MOO • MAIM MALL. i EXTERIOR SIDING YiV.I.SYSTEM t ��OERILD -UP MAY V FLASHING REO D. fOR WOOD FRAMED WITS OPLY MID YIIIDOW UNIT DEALER: CN I DRAWN BY: RTE CHECKED BY: RTB VINYL UNITS REQUIRE FILLERS TO BE INSTALLED OVER NAIL -FIN PRIOR TO ,APPLYING WRRrOUND 4 OR 5-LAM I TIMER KAL.L 04* / 5-LAM Vein MALI IL DR. .wee ACTUAL WALL. SYSTEM MAY VARY, REFER TO JAtM DETAILS FOR BUILD -UPS . DO NOT NAIL TIIRrOU6H NAIL -FIN +� LEAD TO ALLOW FOR DEFLECTION J t �D�OY�1 MAD • KIN MD TIMER MW.L IX4 WOUND SLIDING GLASS DOOR UNIT AaUH..I' a PROFILE MAY VARY �c (10111r' 18uricI'FIR' �x ( ) soot I MK' 000Rs 11TTK.H BUMS TO TIMER YIALI. PER BUCK INSTALLATION DETAILS. SET BUCK FLUSH YII K. FACE OF WALL 1X4 BEVEL CASING RPM DRIP CAP ATTACHED TO TIMER WALL l^I CAULK 4 6d FIN. NAILS TIMER WALL. FIELD an FOR ROUGH OPENING 2X BUCKS Y INDOW UNIT MAO 5 -LAM K.D. TIMBER WINDOW SCHEDULE DETAILS SHOWN REFLECT VARIOUS MALL SYSTEMS AND BUILD -UPS. REFER ONLY TO THE DETAILS THAT APPLY TO THE MALL SYSTEM SPEC' F I ED PER PLAN. RECEIVED 'ITV OF Tt 1KWII A DEC 1 9 2003 PERMIT CENTER CUSTOMER: ASTILLO NEW SHEET W -1 4 OF n ....r ro:...• YO":. • EXTERIOR DOORS IN FRAMED WALLS I i SIZE YDTH HEIGHT 3° 3'-2k2' i 6 -1036 2' 2' •IOW u 2' 2' -82' I' DSL 3 6' -3' 6 II DBL.2 5'-1' I' 37♦ ° 5L 414' I A � of 3a DBL I S! 5'-6' Is 5Gp q' Is 1 5617 1'-6' " ' 6° 56D 6' -O ' II 5° 56 5'-O' is DOORS IN TIMBER HALLS W/ BUCKS (4 . _ __ exY. rro1W Of. Arm 3 3'-5' FIELD CJT I REMOVE STARTER TIMBER 26 3' -ISM 3, -I. 2' 2'•I II' 2' -I I' 24 I 2'.41' PSI.. 3 6'-6' 6'•" 3 SL 4'-1" NIA 3 Del SL r— ' q 56 �—= 0 1 S I I J -- 6° 56 --- r--- 50 56 '— _... 1 1 , . DOORS IN TIMBER HALLS W/ BUCKS (4 SIZE exY. rro1W Of. Arm 3 3'-5' 3`•'5" 26 3' -ISM 3, -I. 2' 2'•I II' 2' -I I' 24 2 ' 4 ' 2'.41' PSI.. 3 6'-6' 6'•" 3 SL 4'-1" NIA 3 Del SL 5'. ' q 56 4 0 1 S 1'- 11 6° 56 6' -3" 41 50 56 5' 11 . INTERIOR DOORS I N FRAMED HALLS ( SIZE ' WIDTH I�EI6HT 5° 3' •2' 6' •IO' 2' 2' -10' 1 is 2' ' 74" • II 2' : 2' II 2° , 2' -2' is 16 , I' -8' I I I Is I' -5" II I° I' -2" I ii 1 . 1 , ` CLOSET DOORS IN FRAMED WALLS ON size - nom ' H der 8° 8 b' -IO" 6° 6' -I' M 5° 4 5'42' I' 4° - I " " 3 . 4' 3'...h" " 2' , 2' -1l' , " 2° 2' -Ilt" II . L . , r .�r Ii HOTS 1 0Scales NTS (I) POCKET DOORS ROUSM OPENING DINEN510t6 : HEIGHT- 1'-0 ", WIDTH- DOOR SIZE X 2 + I" (2) REFER TO PLANS FOR ALL CUSTOM DOOR RD.'S (3) R.0.5 ARE eiRAPPEG IN DRYWALL I TRIMINED ri/ IX2 R0.5 FOR S1 -PASS DOORS ARE 6'-II' HT. X CALL OUT SIZE MOTH. NOTE DOOR DOOR ROUGH OPENING SCHEDULE 02 (4) TIMER WALL CLOSET DOORS ROUGH OPENING +WIDTHOF DOOR SIZE +3'(NO BUCKS REQUIRED ) (5) BUCKS ARE NOT REQUIRED ABOVE cooR5 (6) II6HT OF R.O. TO BE FIELD GUT IN TILER HALL (l) FRAMED GARAGE DOOR R.D.: DOOR 51ZE s 3" TIMER 6ARAEE DOOR RD.: DOOR 5IZE + 6" INCL. BUCK PAN ABODE HOMES, INC. V www panaboderiomes corn 4350 Lake Washingtoe IMd. N. Renton WA 96056 (425) 255-6260 f AJL 2551630 TFfSE BALMS PLANS vtf;E PREPARED FOR Ti fi WITH PAN ABODE StPPL IED MATERIALS. PAN ABODE EXPRESSLY DOE5 NOT WARRANT T ESE PLANS FOR ANY OTHER USE. THESE PLANS HAVE BEEN PHOTO REPRODUCED. DO t•<)1 SCALE Pt E PLMb ARE war TO ft RFPROCACE:D, P % IS Di f*F-OR►rsATiON ,;OKTAIP T1fRN TO If USED TO PROW PROOACTS KESS * TEFi WiNT S WI 06rVED FRO PR* vox E 5, k. GOP's 1644T © 2002 PAN ABODE ±COMES, . ALL SLL FLA5HI C ARE BY OVI€RJCONTRTOR: REFER TO MFR ITRflONS FOR PROPER INSTALLATION NOTE: SILT. FLASHING ON TILER BUILDINGS SHALL BE CONSTRUCTED OF 30 FELT OR EQUIV. IN-LEJ OF RIGID FLA5HIN6 DIE TO CEDAR DRIP GAPS NOTCH JANE AND /OR LINER AS READ TO KhOMMODATE WALL SYSTEMS THAT MAY VARY IN MOTH TO THAT OF SILL FLASH* ALIJM. INTERLOCKING THRESHOLD ill HOOK FLASHING BELOW DOOR THRESHOLD tERVASTRAL FLASHING OR BASE TRIM. REFER TO FLR. SILL DETAILS SEALANT / 7 , (ThPOOR SILL FLASF1IN& � WEATHERPROOFING sww, NTS FLOOR SYSTEM MAY VARY REFER TO PLANS D22 RIGID FLA5HIN6 CONFIGURATION I CORNS 4 SILL OF ROUGH OPEN*, RUN FELT PAPER FILL LENGTH UNDER SILL PRIOR TO SETTING FLASHING IN PLACE. SEAL LAPS A/ GEMENT FOR ADEGJATE SEAL AFTER INSTALLATION OF SILL DECK SYSTEM OR 'FLASHING COMPONENTS, INSTALL GONG. PATIO NOT + FELT PAPER VERTICALLY TO �-�— ROUGH OPENING t LAP SILL FLfVHINb FIELD CUT HEADER LOG A5 REQ'D. FOR -1 DOOR ROUGH OPENING 1 HALF LOG MALL OPEN I NGS DO NOT CUT rEADER TIMBERS UNLESS REQUIRED FOR POOR HE+•NT OR ( SETTLEMENT SPACE FOR AIR DRIED TIMBER 5Y5TEM5 ) GLUE TIE L065 PER SPECIFICATIONS FIELD GUT HEADER LOG ONLY AS REQ'D. TO ACHIEVE SAME HEIGHT AS DOORS FIELD GUT BALANCE OF ROUG.I O ENING @ SILL LO& - TIMBER DOOR d WINDOW OPENINGS 5caldl: 1/4' a I FIELD GUT HEADER L06 ONLY AS REQ'D FOR ROLH OPENING FULL LOG YrALL OPENINGS ACTUAL HALL HEIGHTS MAY VARY PER SYSTEM. REFER TO C,UTT1 N6 DRAWINGS FOR SPECIAL t.15TR1JGT IONS. Of FULL TIMBER IS REQUIRED ABOVE ALL OPENINGS. P21 MHO M -_ ROLLER zt _� ' 6ARAfiE DOOR O MlAhlD WALL 6A0EE DOOR J443 STUD FRAMED WALL SIDING RaK,H iOPENIN6 2X6 CEDAR JAMB LIIER IX2 TRIM 4 4 �+'�GOIrGRE1'E POLL DOOR BUCK �J KTS. POURED GONG. WAI.1. ATTACH DOOR JAMB TO BUCK PER TYPICAL INSTALLATION 2X BUCK , ACTUAL SIZE HILL VARY PER WALL SYSTEM 1/4" X 4" LAG SCR&IS IN BACK OFBUCKTOBE DIMMED INTO CONCRETE 10 REVISIONS: REFERENCE NO.: 15281 -510 -3611 DATE: DR.MIN6 SCALE: T • miNims 31 TWER WWJ. IX4 514fFt01AV (AT EXTERIOR TIP) ZX ( ) BUCK ROOSH OPENING DOOR BLANK DXR JAM IX4 CLEM CEDAR CASING 0 4Xb l 54.44 INTERIOR TIMM WN.L DOOR JAMB ,ATTACH BUCKS TO TIMER MI PER SUCK INSTALLATION DETAILS NOTE: SLOTS ARE REWIRED THE AIR DRIED SYSTEM ...�Mi1. I. O WNED KAU CLOSET DOOR JAMB 2X FRAYED WALL INTERIOR WALL. FINISH R0J6H OMMN6 DOOR BLANK IX2 TRIM 1P IX2 CLEAR CEDAR CASING INTERIOR YrALL FINISH A44 STEEL ANGLE Y$/ 3" SCREWS • SIDE BUCKS TO DEAD TIMBER FIELD GUT WAD TIM3ER IF REQUIRED TO A sCOMODATE ACTUAL DOOR HEIGHT 2X BUCK , ACCTUAL SIZE HILL VARY PER YrALL SYSTEM NOTE: DOOR OPENINGS REQUIRE BUCKS I SIDES ONLY 16d BOX NAILS, 2 EA. TIMBER STAGGERED TOP I BOTTOM NATE17 TIMBER DOOR BUCK NAILIN6 LAMINATED TIMER YrALL 5-LAM OR 3-LAM > DEALER: GHWI DRAM 1:31' RIB ENE ;K: D BY: RTB NAILING OF ALL OTHER BUILD -lP5 ARE SIMILAR IIE i TltIM NAILIN 6d FINNSH • 24' OL. • IOd FINISH I TOP MID. 4 BOTTOM SHIMS - ATTACH 81 k K5 TO TIMER WALL PER INSTALLATION DETAILS. NOTE: SLOTS ARE REWIRED FOR TPE AIR DRIED SYSTEM 4d FINISH • 24' O.G. .• INTERIOR WALL FINISH 2X FRAMED MAL1. Ilomme 1 INTERIOR WALL DOOR .use IX2 CLEAR CEDAR CASING DOOR JAMS ROUEN OPENING DOOR BLANK IX2 CLEM CEDAR CASING MGR I OR MI FINISH DRIP CAP ATTAED TO TIMER V1ALL YY/ CALK E 6d FIN. NAILS TIMER YrALL FIELD CUT FOR ROLISH OPENING . - 3" SCREWS EA. LE6 4'X4' STEEL ANGLE 2 EA. SIDE OFR.D. t-- TO T1E SIDE BUCKS TO HEAD TIMBER SEE BUCK DETAIL DOOR JAMS W/ CEDAR TRIM NOTE: NO ARE REWIRED TOP OF DOUGH OPENINGS KILN ORIlV T1t 19151 WALL CITY OF TllKYiIiA nPPRovtu MAR 1 1 2004 As aujto gUlLD1N0 DtVfS10ti KILN DRIED 5XS LAMINATED - TIMBER DOOR SCHEDULE DETAILS SHOWN REFLECT VARIOUS WALL SYSTEMS AND BUILD -UPS. REFER ONLY TO THE DETAILS THAT APPLY TO THE WALL SYSTEM SPECIFIED PER PLAN RECEIVED CITY OF TI WWII A DEC 1 9 2003 PERMIT CENTER CUSTOMER: AST1LLO SHEET _ _ 15 Cf 17 ' •_cfe_ •'_ • • .4 , ..why •• •,w s. .0" . r . -.t%.t USE SPECIES/bRADE Studs (2x4) Hern/Fir stud (2x6) Hem/Fr stud Top d Bottom Hem/Fr *2 Plates 2x4 Plates 2x6 Joist t Blocking Hern/Fir *2 or I-Joists per manuf'r spec's Rafters Hemfrr *2 Beams d Posts (4x10) Doug Fir/Larch *2 (4x12) Doug Fir/Larch *2 (bx 12) Doug Fir/Larch *1 (61u-lams) 24F -V4 DF/0F Cantilevered Mem. 24f -V8 DF/DF Pa-a11m 24100 Fb - Micr o loan 2600 Fb Plyw Wall: 15/32" CM 24/0 Span rated structural II Floor: 3/4" GDX 40/20 Span rated structural II Roof: 15/32" GDX 40/20 Span rated structural I I Decking: 2x6 T46 S.P.F. Select • • - _ &ENERAL GONPITIONS A. All construction shall conform to the latest edition of the U.B.G., UP.G., U.M.G., N.E.C. and all other codes applicable or as amended by the building official. Nothing h these dromings shall be construed to permit on installation that is in violation of these codes or restrictions. a. on -site dknenstons and conditions shall be the responcbillty of the contractor or sub - contractor. Noted dknenslonstake precedence over scale. Any and all site specifications assumed on plans must be verified by owner and/or contractor. Pan Abode assumes no liability for local building code compliance (unless notified by owner prior to completion of plans), site dirnensions or conditions. II. PESI&NGRIThRIA A. Floor (per Table No. lb-A): 40 psf live; 15 psi dead B. Ceil (per Table No. lb - B): 10 psf live; 5 psf dead G. Roof per Table No. Ib-C): 3 psf live; 5 psf dead D. Residential balcony Is 60 psf (per Table No. 16-A) E. Halls: 10 psf (exterior) dead; psf (interior) dead F. Soil Bearing (per Table No. 18 -I -A): 1500 psf on undisturbed soil G. $o mph (exposure 5 ) H. Seismic Zone 5 I . Materials: 1. Concrete: 2500 psi • time of backfill. 2. Reinforcing Bar: ASTM A615 Grade 60 all reinforcement shall conform to • ASTM A615- 82(51). (See below for welded rebar) Shall be grade 60 (r 60000 psi). All bars unless otherwise noted lap . continuous reinforcing bars in concrete as indicated below, i' -1" minimum unless noted otherwise. Corner bars (I' -7" bend) Hill be provided for all horizontal reinforcement. Detail steel in accordance withthe AGI Manual of Standard Practice of Detailing Reinforced Concrete Structures. fielded wire fabric to conform to ASTM A -82 and A -185. The following minimum cover shall be provided for reinforcement (unless indicated otherwise on drawings): a. Concrete case against and permanently exposed to earth 3" b. Concrete exposed to earth or weather (case in forms) *6 through *18 bars 2" *5 bars 4 smaller i -1/2" c. Concrete not exposed to weathe or in contact with ground Slabs, walls t joist - *II bar t smaller 3/4" Beams 4 columns 3. Lumber: 4 . Structural Steel: 0. Structural steel shall be ASTM A36, Fy = 36 KSI b. Pipe shall be ASTM A53, Fy = 35 K5I c. Wood connection bolts shall be ASTM A -301 d. Anchor bolts shall be ASTM A -301 e. Welding electrodes shall be E1OXX f. Design, fabrication and erection shall be in accordance w ith the 8th edition of the "AISG Specification for the Design, Fabrication and Erection of Structural Steel for Buildings." All weld shall conform to the A i5 DI -I "Structural Welding Code." All welding shall be performed by City of Seattle, Washington Association of Building Officials (WABO) and AWS certified welders. Miscellaneous steel hangers to be Simpson or approved equal. Nail all holes with nails as specified by manufacturer unless shown otherwise on drawings. Expansion bolts into concrete shall be Hilti "4Cwtk Bolts -II" (Manufactured and installed per ICBO report #4621) or approved equal. Anchor bolts into concrete shall be A301. Minimum embedment for anchor bolts in concrete shall be per UBC Table 14-E unless indicated otherwise. 19. MINIMUM LAP SLICE LENGTHS l -I/2" BAR SiZE f �c = 150o f'c = ;,I( *4 s5 sb 411 *8 24" 30" 36" 53" 6 68" 22" 28" 33 48" 55' 62" III. CONSTRUGTION REQUIREMENTS A. Foundat i on5 : I. Footings and f oundat ions, unless otherwise approved by the bu i tding official, shall be constructed of masonry, concrete, or treated w ood • 2. u allowable soil bearing value 1500 psf. Submit report per section 18043 if other than 1500 psf. Foundation footing shall be placed upon firm, undisturbed native soli. Footings shall not be placed on fill. 3. at slopes for permanent excavations and fills shall be not steeper than 2 horizontal to I vertical unless sustaining data Justifying steeper slopes are submitted 4. The placement of building and structures on or adjacent to slopes steeper than 3 horizontal to I vertical shall comply with UBC sec . 180652 and figure 18- I -1 and subset t ions: OD (cunt) 7. (4. 10. II. 5. Minimum requirement for foundations shall be per Table No. 18 -I -I. 6. Minimum foundation roll and foundation sill anchorage requirement shall be per Sec. 1806.6. Foundations supporting wood shall extend at least 6 ir►ches above the adjacent finish grade. Sec. 2306.8. S. Foundations for all buildings where the surface of the ground slopes more than I foot in IO feet shall be level or shall be stepped so that both top and bottom of such foundation ore level. Sec. 1806.4. Individual concrete footings under bearing walls, of pier post and bean systems and concentrated loads, shall have a minimum 8 inch edge thickness, designed per Sec. 23065. Individual concrete pier footings shall project a mhknum of 8 inches above exposed ground unless the co lumn or posts which they support are of approved wo od of natural resistance to decay or treated wood. Sec. 23065 Columns and posts located on concrete or mosorry floors or decks exposed to the weather or to water splash or in basements and with support permanent structures shall be supported by concrete piers or metal pedestals projecting above the floors unless approved wood or natural resistance to decay or treated wood is used. The pedestals shall project at least b inches above exposed earth and at least I hch above such floors. Sec. 2306.5. . 12. Provide 18 inch minimum crawl space under wood joists and 12 fiches under wood grders. Sec. 23063. 13. Crawl space ventilation, minkrum net area of I scpCre foot for each 150 square feet of under floor area, openings shall be located as close to corners as practical and shall provide cross ventilation. The openings shall be covered w ith one - quarter inch resistant wire mesh. Sec. 2306.1. 14. Unless otherwise. approved by the building official, foundation walls enclosing a basement below finished grade shall be dcarnp proofed outside by approved methods and materials. Sec. 1402.4. 15. Foundation construction shall corrply with UBC specifications and local code requirements and site conditions. 16. Fill, puddle, tamp concrete slabs of nominal 4" thickness or more with not less than 3 1/2' actual at any point. Interior slabs shall have a smooth finish. i1. Anchor exterior slabs with 3/8" min. dowels o 24" o.c. Provide shovel footing to inhibit separation. __18. All lumber in contact with concrete is to be pressure treated Doug. Fir or grade marked Redwood. Iq. All utility trenches, pipe chases, and similar openings throuci foundation shall be sealed against water migration. 20. Foundations for fireplaces of concrete or masonry shall be 12" thick: and extend b" beyond fireplace well(s): extend into natural ground the some depth as adjacent foundation. .. .1 4 B. Framing: All lumber, pltrood, particleboard, structural glued - laminated timber, end - jointed plumber, f berboard sheeting (when used structurally), haret»c rd siding (when used structurally), piles and poles regulated by this chapter shall conform to the +applicable standards or grading rules specified in the UBC and shall be so identified by the grade mark or a certificate of inspection issued by an approved agency. All lumber, timber, plywood, and poles required to be Treated Wood Under Sec. 2306 shall be identified by the quality mark of an approved _ inspection agency which maintains continued supervision, testing, and inspection over the quality of the product specified in UBC Standards. . . I. Frame nailing to be in compliance w ith Table No. 23- II -B-I 2. Wood members entering masonry or concrete requires one -half inch net air space on top, sides and end. Sec. 2306.6. 3. Foundation cripple 110115 shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. mien exceeding 4 feet in heicnt, such walls shall be framed of studs having the size requirements for an additional story. Solid blocking or plywood sheathing may be used to brace cripple walls Having a stud height of 14 Inches or less. Sec. 2320.115. 4. Wood member end bearing shall have sufficient bearing area based on allowable values for compression perpendicular to grain per Table No. 23- IV -V -I. a. For conventional construction, the ends of each joist shall have not less than 1 -1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1x4 ribbon strip nailed to adjoining stud. Sec. 2320.82. 5. Joists under and parallel to bearing partitions shall be doubled. Sec. 2320.85. 6. Solid blocking over bearing partitions, walls, beam, 4 columns. Sec. 2320.8.6 and 2320.83. - I. Fire blocking and draft stopping shall be installed to cut off all concealed draft openings (vertical and horizontal). Sec 108.21 8. Columns and posts to be framed to true end bearing adequately anchored at top and bottom with a positive direct connection to assure against uplift and lateral displacement. Sec. 2314. q. Structural subflooring, pink flooring and combined subfloor underla)ment floor systems shall comply with Sec. 2312.1. 10. Wood stud wall framing for size, height, and spacing per Sec. 2320.11 and Table No. 23 -IV -13. II. All exterior walls and main cross and partitions shall be braced per Sec. 2320.113 and Table No. 23-IV-C-1. 12. Pre- manufactured trusses shall be identified by manufacturer's stamp. 13. 1^hen the roof slope is less than 3 :12, members supporting rafters and -. ceiling joists such as ridge board, hips, and valleys shall be designed as beans. Sec. 2320.12.1. 14. Rafter ties maximum 4 feet o.c. where ceiling joists and rafters ore not parallel, fastened as required. Sec. 2320.12.6. 15. Roof sheathing shall be in accordance with Tables No. 23-1-E-1,23-11-E-2 Ile Application of roof covering materials shall be in accordance with Sec. 1501. The net free ventilating area of rafter or attic spaces shall be not less than i/150 of the area of each space to be ventilated, except that the area maybe 1/300, provided that 50% of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a I perm rating is installed on the rearm side of the insulation. The openings shall be covered w ith corrosion - resistant metal mesh with mesh openings of 1/4 inch in diameter . Sec. 15053. (cont) - END 18. Walls between dwelling and attached garages shall be 5/8" type "X' GOO I-hr. 3/4" I core 20 min. s elf closing . No door on garage side with a 13/ solid car may be ated between a garage and a room used for sleeping purposes. lq. If a house /garage separation Is floor to ceiling assembly, the ceiling and all supporting elements and posts must be fire protected and Jacketed for protection against mechanical damage. 20. All under floor areas ore to be accessible throucji an opening of no less than 24" wide by 18" high, screened and covered and unobstructed by pipes, ducts or similar obstructions. 21. Roof, balcony or deck drainage shall be sloped at a minimum of 1/4" per foot. 22. All wood f raved construction shall conform to local code requirements. 23. Provide temporary diagonal bracing as required for erection of structure. 24. Provide cross bridging or blocking at floor Joists and rafters 12" or more in depth. Rafters or joists shall be supported lateralki by bridging at intervals not exceeding 8s-0" unless both edges are held in- ine top I bottom. 25. For morvfactured floor t roof trusses including girders, custom designed vaults, cantilevers, extreme spans, etc., the truss manufacturer shall provide all design and engineering specifications. Dur installation of the trusses. the builder shall brace and install the trusses per the manufaacturer's specIfications. 26. Rafters shall be lapped at the ridge per provided details. There shall be ridge and eave blocking at least 2" nominal thickness at all ridges and daove all cave walls. Notch blocking only as required to acheive minimum ventilation requirements. 21. &arage front header size and wing wall construction to be in compliance with local standards and UBG. Provide mhkrnum panel widths, holdonrrs, straps, posts and headers for single and 2 -story construction. 28. Wall bracing to be in conformance with one of the minirrvm requirements per sheawrall schedule; see plans for extent, location, nailing or bolting and holdowns. shearwall bracing shall comply with UBC or equiv. for width to height ratio. 2q. Spans for rafters, floor joists and ceiling joists shall comply with tables per' UBC tables or equiv. . 3. Minimum Ventilation Performance: Each dwe l ling unit or guest room shall be equipped with source specific and whole house ventilation requirements per local codes and climate conditions. a. Source Specific Ventilation: Source specific exhaust ventilation shall be required in each kitchen, bathroom, wat closet, laundry facility, indoor swimming pool, spa, and other room where excess water vapor or cooking odor is produced. b. hhole House Ventilation Systems: Each dwelling unit shall be equkiped with a rinole house ventilation system which shall be capable of providing at least 035 air changes per hour under normal operation conditions. C. Outdoor Air: A mechanical system shall supply outdoor air. The mechanical system may consist of exhaust fans, supply fans, or both. d. Ventilation Ducts: All ducts shall terminate outside the building. Exhaust ducts in systems which are designed to operate intermittently shall be equipped with back -draft dampers. D. Energy Conservation I. All insulation materials, including facings such as vapor barriers or breather papers, installed w ithin floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame- spread rating not to exceed 25 and a smoke density not to exceed 450 when tested in accordance with UBC. J . a. Clearances: inhere required, insulation shall be installed w ith c lecrances according to maruf acturer's specifications. Access Hatches and Doors: ' Access doors from conditioned spaces to unconditioned spaces (e.g. attics and crawl spaces) shall be weather - stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. G. Light and Ventilation I. Afi inhabitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed openings with an area not less than one - tenth of the floor area of such rooms with a minimum of 10 square feet. Sec. 12032. a. Safety glass complying w ith Sec. 2406.4 required in the following locations: I. &lazing in egress and ingress doors except jalousies. II. &lazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than d. Floor Insulation: floor insulation shall be installed in a permanent wardrobe doors. . manner in substantial contact w ith the surface being insulated. III. Glazing in storm doors. Insulation wppor•ts shall be installed so spacing is no more than IV. blazing in unframed swinging doors. - 24 inches on center. V. b laz ing in doors and enclosures for hot tubs, whirlpools, sznas, steam rooms, bathtubs and showers. blazing in any portion of a building wall enclosing these cornpartrnents where the bottom edge of the glazing is less than 60 inches above the drain inlet. VI. blazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. VII. Glazing in an individual fixed or operable panel, other than those locations described in Items V and VI above, . that meets all of the following conditions: A. .Evosed area of an individual pane greater than q square feet. a Exposed bottom edge less than 18 inches above the floor. G. Exposed top -edge greater than 36 inches above the floor. D. One_ or more walking surfaces within 36 inches horizontally of the plane of the glazing. VIII. Glazing In railings regardless of height above the w alking surface. EXCEPTION: The following products and applications are exempt from the requirements for hazardous locations as listed in Items I through VIII: A. Glazing in Item VI when there is on intervening wall or other permanent barrier between the door and the glazing. B. &lazing in Item VII when a protective bar is installed on the accessible side of the glazing 34 to 38 inches above the floor. The bar shall be able to withstand a horizontal load of 50 plf without contacting the glass and be a minimum of i -I/2 inches in height. C. Openings through which a 3 inch sphere cannot Imo. D. Assemblies of leaded, faceted or carved glass in items 1, i I VI and VII when used for decorative purposes. E. &lass block panels complying with Sec. 2110. b. Skylights: blazing installed on slopes 15 degrees or more from the vertical plane shall be constructed with any of the following materials: Multiple or single layer systems shall be constructed of laminated glass with a minimum 30 -mil polyvinyl butryl interlayer, wired glass, heat- strengthened glass, fully tempered glass, or approved plastics meeting the requirements of Sec. 2603.1. - Screens need not be installed under skylights within dwelling units `when laminated glass is used as the bottom layer or when fully-tempered glass is used in both panes as long as the following conditions are met: I. The area of each pane of glass shall not exceed 16 square feet. May also have size limitation. II. The highest point of the glass shall not be more than 12 feet above any walking surface or other accessible area. III. The nominal thickness of each pane shall not exceed 3/16 inch. Sec. 240q. 2. Ali habitable rooms within a dwelling unit Shall be provided with natural ventilation by means of openable exterior openings 111th an area of not less than one - twentieth of the floor area of such rooms with a minimum of 5 square feet. In lieu of required exterior openings for natural ventilation, a mechanical ventilation tem be provided. Such siptem shall be � ^�! Pr sf`' capable of providing two air changes per hour In all habitable rooms, with a minimum of 5 cubic feet of air per minute (5 cfm) per occupant taken from outdoors. Sec. 1203. b. c. Wall insulation: All wall insulation shall fill the entire cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. 2. Vapor retarders shall be installed on the warm side (in winter) of insulation dos specified in the following cases. a. b. c. d. • (cont.) • Floors: Floors separating conditioned space from unconditioned space shall have a vapor retarder installed. Roof /Gelling Assembties: Were the ventilation space above the insulation is less than an average of 12 inches a vapor retarder shall be provided. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Wall insulation: walls separating conditioned space from unconditioned space shall have vapor retarder installed. Faced taatt insulation shall be face stapled. Ground Cover: Ground cover of six mil. (0.006 mm thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Air Leakage Control: Exterior joints around windows and door frames, openings between walls and foundation, between roof and wa panels, openings at penetrations of utility services through wall, floors and roofs, and all other openings in the building envelope shall be sea led, caulked, gasketed or weather stripped. E. Mechanical: I. Each dwelling unit shall be provided with heating facilities capable of maintaining 10 degrees F at a point 3 feet ABOVE the floor in all habitable rooms. 2. Fuel - burning equipment located within the building envelope 5 hail obtain contAistible air from outdoors. 3. All warm air furnaces shall be listed and labeled by an approved agency and installed to !manufacturers listed specifications. 4. Heating or cooling equipment located in a garage and which generates a glow, spark or flame capable of Igniting flammable vapors shall be installed • ith the pilots and burners or heating elements and switches at least 18 inches above the floor level. 5. Listed Appliances: The installer shall leave the manufacturer's installation instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. Duct systems shall be of metal as set forth in Table Nos-6-A, b -B and - 6 -C or factory made air ducts complying with Chapter 6, UMG 1. - Water !-beaters, Storage Tanks, and Boilers: All storage water heaters Shad! meet with requirements For the Ic181 NAEGA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an Incompressible, insulated surface with a minimum thermal resistance of R -I0 8. All solid fuel- burning appliances shall comply with the provisions of Sec. 304, UMC. Solid fuel - burning appliances incude airtight stoves, fireplace stoves, room heaters/fireplace stoves, factory -built fireplaces and ficlig r.ITV nF T i 1K W1 j A DEC 1 2J3 PEPo.1�T CENTER SPEC I � I G�TI ON5 NOTES $ SCHEDULES (SHT. I OF 2) 4•0 • W � r = : Zig \r! I NC 0 O L c (-4 r` O 4 11 0 Q v ss) SHEET Ito OF 17 • . . .« q. . .4t... car .a PM •-• •• • •∎• •0• •-.-. -, •-.. ....s 7.. ±y _. r a . a r+•L _..r .e._...... - - a - S - :. a . ..nMMhi. , r , ,l iu• 44.4a1Poser ►ville"e.i►.il *IIP YM s/1 COI CTORS i i4AILINb a) Joist to sill or girder, toenail , 3-bd b) erialgi+g to joist, toenail ( 2.,8d c) I'x6' sobf bur or less to each jobt, face nail I 2 -8d d) rider than I'x6' subf bur to each joist, face nail 3-8d e) 2' ledger to stud wall or timber wall 1 b-Ibd ea. stud Kid • IT oh. staggered f) Sole plats to joist or bbckkmg, face nail j - I6d • 16' oL. g) Top plate to stud, end nail I 2-Ibd h) Stud to sole plate 4-8d, toenail or 2-I6d, end nail Dioubb studs, face nail I6d • 24' oc. Double top plates, face nail Ibd • 16' Oh. k) Top plates, Is and Intersections f ors naN 2 -1bd I) Continuous header, two pieces , Ibd • i6' oz. along ea. I . 4 CaNkmg joists to plate, toenail 3-bd ' ri) Conthuous header to stud, toenail 4-84 o) ceiling joists, laps over partltiore, face nail 3-I6d p) Ceiling joists parallel to rafters, face roil 3-16d c Rafter to ply, toenail Rafter to T I 6 decking .. - 5-8d 8d toenails • 6' o.c. leach side r) I" brace to each stud and plate, face nail 2-8d s) I"x8" shecdhing or less to each bearin9, face nail 2 -8d t) rider therm I'x8' sheathing to each bearing, face nail 3-8d u) Built -up corner studs 16d • 24" o.c. v) Built-up girder and beams . 20d • 32' o,c. • top and bottom and staggered 2- 20d • ends and • each splice w) 2' planks (T46 decking) - 2-I6d • ea. bearirm9 x ) Pkipood and particleboard: s • X • 5ubfloor, roof and wall sheathing (to iranirng): . 3/4" and less 8d iIq/32' - 3/4" ,&l or bd 1/8" _ I " ... . ..0 . See 1 -I/8' - H /4' lad or Sc? Carbinatan Seloon- tmderlaymamt to frani): 3/4' and less bd or sI0-2' were 1/8" - I. 43d2 1 -I/8" - I -I/4" - 104 or 8d Panel Siding (to framing): - I/2' or less 5d ` _ 5/8" 1 bd z) Fiberboard .sheathing : I/2' No. II ga.e _ led° No. 16 ga.' 25 /32' No. II ga.° 8d No. 16 ga. common or box nails may be used except nitre otherwise stated a Gorrmrnon or deformed shank 3 Cannon 4 Deformed shank S Nab spaced at b' on center at edges, IT at termedmate supports (10' at inter mediate supports for f lows). • Corrosion resistant s'• • or day • nails. 1 Fosteners spaced 3' on center at exterior edges and 6' at all supports where spans are 48 inches or more. For nailing of ph)wood and particleboard diaplrars and shear molls refer to shearwall schedule. Nails for wall sheathing may be common, box or casing. a corrosion - resistant roof ng nails r ti 1716" diameter head and I -1/2' Iergth for i!1' shecith4 and I -3/4" length for 25/32' sheathing. - 1 Corrosion- resistant staples with nominal 1/IW' crow and 1-I/8' length For i/2" sheathing and 1 length for 25/32' sheathing. Nall / Fastener Tie English sire Metric SU Pith Orin _ if plication meter shall be 161 I1.TRA BOND' or equivalent, placed with 3/16 bead; provide one bead on each side of the tarp aid where is called for per details. • TP' ER %M 12' 305 rain N Primed Hex head Tie -logs • A.D. Classics names F. Perimeter slab insulation: installed horizontally 24" under slab. TILER Wei 10' 254 ?fm ' Primed Flex head Witter umbers, bean comectors cod splice tknbers r.-= �•w... FH ' t ' 8 b 204 min Primed Hex f head �1 starter b9 stter titer scr OM 6' 152 mm 6oly. Phillips / e niter torrmections 4 In' log starter •--- Screw - 5 ; l2'1 mm 6aly. Fillips / sopare TMroer corrmections screw 2 -1/2' - 3' ei 64 to 16 or 1 60ly. Phillips / square Rail co reGtkre ,--- Screw III - 2' 51 nkn ' ,'�rmc Philips / square 5ubf loon sheathing •-"'. �-.-_ 20d 101 b nrn • faaly. - Shear wall sole plate to floors 4 misc. cant. strO corrections 4 1:7; 88.9 mm fair. Virg - 1 - Floor joists, roof boards, rafters, blocking, interior 4 exterior mall frar+kmg 4 built- if headers - --.. -- I 1 « b 35 nn holy. or Stainless -- 5/4' Cedar large, Fascia 4 Bane Trim t�ix. Frm'g �.� ' 8d 21/2' i 635 mm 6aly. . T rafters to dIk'g Ord. shVg cedar barge 4 fascia boards . 1 12 Ibd 3 I/2' 88. mm 6aly. .. Door iretal kation 4 deck railings .,.__. 8d 2 I/2' 162 rro ' 6aly. 8/4' cedar decking .--- Finish Nail bd 2' 50.8 mm 6aly. . Sictine I larger trim moldings ---- Finish Hail s g- 58.1 mm 6aly. 4 . -I/2" x 4' paneling . small trim mold' / uxsngs .,._._, i~-- -- EP 1 -1/4' 305 mm 6aly. . - - Roofing shingles d nail fin on Abdo* NOTE: Refer to plans and detaib for strapped corrnectmons, hoidorrre, special bolting, joist 4 bean hangers and/or custom hardware. ` • Timber walls to floor fraying -10' Tinter screws. Refer to ehoardl schedule for roll ties I • Post to foundation - refer to plan and/or provided details • After erection of timber walls, install door 4 *Mom bucks rI/ I6d nails per buck installation details . • meter shall be 161 I1.TRA BOND' or equivalent, placed with 3/16 bead; provide one bead on each side of the tarp aid where is called for per details. • kill tinter to post shall be V scree*, 3' from the end of the turban at a 30 &Tees angle, 3" mn. thread penetration • post. 1 • rlall timbers to wall timber • rovcil openings shall be I - 5" screw • 60 d.grees angle. • Roof barn to wall timber shall be 8' screws each way 4 1/2' steel vertical pkh. A. Ceilings: � l - 1 - R 36 B. Vaulted Ge ilings: f R-30 G. walls: _ R -21 at 3 117 TIMER D. Floors over unheated space: : R-30 _. E. Below grade exterior walls: -WA - F. Perimeter slab insulation: installed horizontally 24" under slab. WA - • _ a • • • • • ow F. Miscellaneous: I. Ceiling HeicIits: Hcbltable space shall have a ceiling heicfit of not less than 1 feet b inches, except as otherwise permitted in this section. Kitchens, hulls, bathrooms, and toilet compartments may have a ceiling height of not less than T feet measured to the lowest projection from the ceiling. *ere exposed beam ceiling mentors ore spaced 48 inches or Less on center, ceiling height shall be measured to the bottom of these members, provided that the bottom of the members is not less than 1 feet above the floor. 2. Water closet compartment minimum 30" wide with 2' clear space in front of stool. 3. Shower walls shall be relatively smooth, herd, nonabsorbent, and not adversely affected by moisture to a height of not less than 10 inches above the drain inlet. 4. Anchored trick veneer shall comply with the provisions of Sec. 1403. a. Veneer shall support no load other than Its own weight and the vertical dead load of veneer above. Sec.1403.4.I. 5. Stairways: Maximum rise 8 inches; minimum run q fiches; headroom minimum 6 feet 8 inches; minimum w idth 36 inches. Handrails to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. The hand portion of handrails shall be not less than 1 -1/2 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equtvalent gripping surface. The hand grip portion of handrails shall have a smooth surf ace with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 -I/2 inches between the wall and the handrail. Sec. 1006. a. ten decks, landings, or porches are more than 30 inches above grade, provide guardralls not less than 36 inches high w ith intermediate members spaced such that a sphere 4 inches in dianeter cannot pass through. Guardrails to be designed to withstand a horizontal force of 20 pounds per lineal foot when applied .at a right angle to the top of the railing. Sec. 50 Table 168. - 6. Cedar Siding should be allowed to become adjusted to it's conditioned env ironme, t before installation. "1. Cedar siding should be back - coated wherever possble and a finish coat should be fully applied to all end grain areas. (additional stain is required b owner) a. By mindful planning in advance, siding joints con be kept at a minimum. Cut a 30 degree scarf Joint where joints occur. 'q. A full coat of finish should be applied to all wood w indows before installation. 10. then installing plywood panels, always stagger the end joints. I. AI allo for I/8 for wood end and edge joints unless noted "� spacing plywood �J otherwise . 2. Apply only enough adhesive to lay I or 2 plywood floor panels at a time and , remove any moisture, dust, and/or debris from the top of the floor joists before applying the adhesive to allow for a tight 4 secure bond. 13. Adhesive should be applied to framing members in a straig'mt uninterrupted bead ( +1- I /4" dia,) or in a wave pattern in wide areas. Spread adhesive in oil 116 joints and avoid excess glue run -off at joints b applying a thinner bead ( +/- I/8' dia) on the Joists. 14. Finish off nailing of each plywood panel before the adhesive sets or "skins" over. Please follow all manufacturer's recommendations for adhesive application land set tine. 15. Fberglass batt. Insulation should fit snugly between roof rafters. Always make sure, , when installing roof insulation, that the batts, are flush w ith the lower edge (toward the heated envelope area) of the rafters to allow for adequate airspace. Ile. *Moisture problems can occur in cathedral ceilings if they ore not properly constructed. At the time of construction, a vapor barrier must be applied to the side of the Insulation that is nearest to the heated enveolpe area. Roof insulation must be installed so that an adequate airspace is maintained between the insulation and the bottom of the roof sheathing. To 'breath" properly this airspace should Ins prope y sfxxe have vent openings both at the eaves and at the ridge. I"i. Unless an exterior door is provided, one window sill in each bedroom shall have a finished heights of not more than 44" above the floor. S uch windows shall have a net I8. No water closet space 5 hall be Tess than 30" w ide and 24' clear in front of the w ater closet. Water closet to be a minimum of 15" centered from side walls.' lg. Glazing used in doors and panels of shower and tub enclosures shall be fully tempered glass, laminated safety glass or approved plastic of a shatter resistant type. 20. A door may open on the top step of a flight of stairs in a dwelling unit, provided the door does not swing over the top step. 21. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. l4 en the dwelling unit has more than one story and in dweilings with a basement, a detector shall be installed on each level and in the basement. In dwelling units where a story or basement split into two or more levels, a detector shall be installed on the upper level, except that when the lower level contains a sleeping area, a detector shall be placed on each level. Mien the sleeping rooms are located on the upper level, a detector shall be placed at the ceiling of the upper level in close proximity to the stairway. Mhere the ceiling height of a room open to the hallway serving the sleeping rooms exceeds that of the hallway by 24 inches or more, detectors shall be placed in the hallway and the adjacent room. Detectors shall sound an alarm audIble in all sleeping areas of the dwelling unit. The required detectors shall receive their power from the build nag w iring and be equipped with a battery oockup. The aetector shall emit a signal when the batteries are low. Sec. 31O.q.1 22. Formaldehyde Reduction Measures: A!i structural panel components of the house such as soft w ood plywood, particle boards, w af e r board, and oriented strand board shall be Identified as 'Exposure IM, "Exterior " or "HUD Approved'. 23. Radon Monitoring shall be per local codes and requirements. NAILI GfEP UI. E I. Nagers, Prating anchors and strap correctors shall be galvanised or rust Mblttw pdrted. kills or bob for cawcton Mall br � specified or provided by niaufadser. Z. Al exterior nails shall be 9oMailiod INlood shall be ndled rah coma ndb. S. All posts caltakad In the stud walls that bear on a 2x sill pkte to be tosnatled rith 4-Ed rib mkt, Woo noted otherwise. freeitardrg posts shall be enehored h en approved row via metal post / column bases or per details. PAS1tN scpuL.E • INSULA11ON VAL15: PHOX SYSThM : KILN PRP TIVER FA5T5 REFER TO THE PURCHASE AND SALE AGREEMENT FOR ALL MATERIALS TO BE SUPPLIED f3Y PAN ABODE CO � Va illik MAR it A 7.0 Mp1E 8010044 DINASIOS • SPECIFICATIONS RECEIVED CITY OF Tl 1KWlt A DEC 1 9 2003 PERMIT CENTER - NOTES 4 SCHEDULES (SHT. 2 OF 2) r3- IS 7 - W � V m=: t•is ZW "Re a - De m nc v v as (N4 S I 0 v SHEET SP-12 11 OF I .., ...: 1, 01 , t.tSsi..n• rea -air CwtA ;:+..+'..►.M.M » -o • • - .1.w1.110..'IMr..i.Arlw• ANOIMINIMPrigai4 0 PATE: 11-11-03 DEALER: GM REFERENCE NO.: AOS (ASTM D4751) ' """ , 1 30-100 trieve size (0 60-0.15 mm) tot silt film :•4-1 't' ..::.o w.aJ -J. i..:... •., :dot ..0 W1 :.....w:. Water Permittivity (ASTM D440') 0.02 seer' minimum. Grab Tonsils Strength (ASTM D4& 2 ) 180 We min. for extra st»npth tabtk 100 lb* min. for standard strength biotic Grab Tsna4s Elonpstion(ASTM D4632) 30% rrnax. . Ultraviolet resistance (ASTM D43551 70% mint. •4 figll/ I 11/;" 4,411 aao 11 l Dig trench Reinforce C3.1.4 SIL',' FENCING vok f ill 4 l� �l�i r 0 1 , I 1 ! f 0 e 1 7DMP.QdLsRAP#Y ,P.4e TED'/V -/ f94 DA7v/rl : is/6 V D 'Z TD /Yl•4TCd/ F• F /T. A . DA7i/A1 I i trim= C.33 SILT MICR 11411TALIAZ'ION AND MAnNIINANcI To.4n4ahrio Maintain and clean Purpose Silt fcncine catches sediment that has been mobilized by water flowing over the site. Fabnc used in the construction. of silt fencing has openings specifically sized to allow water to flow through while retaining the majority of particle sizes. Application Salt fencing shall Le used to protect the perimeter of the site. It can be placed parallel to topographic contours. Silt fencing is not suitsbk for placement in damage channels or fat other concentrated flows. Design Specifica :ions • As shown in Figure C.3.3 (p. C -30), scat fence must be towed -in to a shallow trench. and then staked and teinforced to function properly. The silt fence, which can be found at many construction supply stores. must meet the following standard specifications: Maintenance Fencing most be impacted regularly for dump. Silt fencing does beak donna under UV light. Sediment r oihmsod bsiisd ells Mai must la roared so that this tsrsssrtal doss not posit this fence over. 416 I % 4 D zD ' 40' /' 4D L.j''Z W ��f D/S st R /DN 40at/at rnDw /2,S) a�Q. 0.9 * @ 0 11:1.t:f l t‘ 'Cat 411" A 0 1- 4 1f- bt, I. ,6 ..- �-- - 0 6 :0 ht it K Pi/G. TYA t<- fu 440' SE/A. t'DN7,e. S74, e/e 7uR rdaD. IDe. .� 4 I 1IGURI CU ROCK CONSTRUCTION IINTRANes i C.3.1.1 ROCK CONSTRUCTION ENTRANCE Purpose Rock construction entrances hip prevent transport of sediment away from the sae on the tiers or undercarriages of vehicles. Application Rock coast:maioo entrances *di be provided at all entranceways to a cleared constniaion site from a private or public road. Design Specifications Rock pods are normally 12 feat by 50 feet and I foot deep: however. far small sine projects, the pod may be seduced to 12 feet by 23 het (see Ftgtue C.3 A p.0 -29), our as approved by the ODES Inspecsor, needed etc sediment is leaving the wee. Rocks stood for pod construction will be 4 to 6 inches an diassaasr. 4Asessmaen tsest be pieced beneath the sock to psaysat fns sediments from being - pumped' sr lfresgh Ile reek by heavy vehicles. All vehicles most use t a rock pod to leave the sloe. Maintenance Ceasriaise em es e s must M impsaed replety,. rte d reds# wet be replaced as egoisd. • /2 -' A. O TEL . _' 4 ry A ELEC . w ZD' Q—s» w � • � \�Q� J � L P t 1 Oov Q s �� LDp o � E ft' '6 5 f . , - 1 1 � � O�� 0 ID (I P p � pE �' P o ' 4 p a ,il o c/o A '‘'. o i f 4 0;1 ' f t 5 S , TEL, to 7Y. i�L EG //Y !'01114 1 N TREWw'N afri _ C)141 /D'XZS - 'Rene Cott/Sr/EP, FiyiZ, AA; P P 5/ 1 These plans have been reviewed by the Public Works Deportment for conformance with City .standards. Acceptance is subject to a ni d emissions which do not anthorine violations . . O► adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. AddidoDss deletions or rev to these drawing' mar this date will void this accepts= .. and will requites resendttai of wised *swings for subsequent rpptovaL Final 000spaaooe is subject to field inspection by the Public Waits utilities inspector. Date: (( 6t S SEA' 4E / "w. S., (2) /.i = . f e DD ,e/A//S 9 9' t. i is 407J' /L A/ W 2S C Y Si 7E 75 c 7S` c ZD ` G " SSA' /`i ,SEA;T /01%- S �' /WE, 5 , 4 .cci4 S 7 iPs6RAv, SMOrrDER TEL CA 7v, EL /i ' !'DMM b N •ENe4,1 Fift /vy R ,D, ( /4YS7AI L w/ S TD LD7 TD C'4IS7 3 GAS TAP (PSE) W.5, TAf5/74/A,) / PAI/E/fArN PA rev/ - 7'w x 2a'L / fl , SG eiR. Z/.13 $ Y ) 7D 7.4L 2/ lit/ TReiveN L /o Cy ; a Is 0. i pq• oco P KP't11co •a I Or- ,// D 'v 3 ' 2C) a 'e 4 ,Ear. l✓ 7/L / 7 /ES ---''' /VD 7E- /,44NZ) .0 /G W/ //Y 2' D<' 'i X/ /N = ZD / V /0 ,3 s mob 49 ADO Additional General Notes: , ND 7E - D.PD P 44S S .I W, S, TO /2 " M /N, VELD w L'D /VD U/ T t,' 7v4- . I. The new driveway will be constructed in such a way that Clow along the edge of 56th Avenue S. will not be obstructed. Paving of driveway will be coordinated with the City Utilities Inspector in the field. 2. If the house is to be sprinkled for fire protec- tion, the water meter and ba4e, as well as the line, will be a minimum of I inch. If not sprinkled, the minimum size for the meter and base will be 3/4 inch with I inch line. 3. The water service (of any size) will be furnished with a DOH approved Reduced Pressure Principle Assembly. .4 • 4. The water service for this property will be co- ordinated with adjacent property and will be placed in a common trench at the common property line with a minimum horizontal separation of I foot. Installation of the lines will be coordinated with the City Utilities Inspector in the field. 5. The foundation elevation will be certified in writing by a Washington State Licensed Professional Land Surveyor or Engineer and received by the City Public Works Department prior to starting the remain- ing house construction. e FYee 55 0- - 1'$ . feu ' ' Emergency 24 Hours a Day Q N TA P W. S. 7A PS <2 . .< GAS H - ,c;D /-'7 /G 2 'n w. /y. (rye, a " w. t woayi1s) IF,C iv. SW min TRENCH X- SECTION . NTS COO sq. ft. >700 sq. IL 3 7,1E/` /(H W/D 7 s PLAN VIEW OF ROOF NTS Fete = /N. A"R4 L t,L • MGM C.23 TYPICAL DOWNSPOUT DaPERSKIN TRENCH «runt catch basin or yard drain d l level trenches ype I CB standard dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual STA'5 - /Q GAS Of 48.5" w .5. 0 #49,C w,s,64 - 5LG CORREC ION LTR# _„� w. —. .. ...+MO. M..w..wY « rr.�....,....�IMI�wIIL•.�.YI1M. •r.Y�.- +.:'IM+A�.�•Mi� ', i•�' — .nt FEB 2 s 2004 t• C rx E r y OF T IK� "I 4 PERMIT CENTER zc r • t. '4. • a • ee. cri sae Cg3 tt. do .u•r a a 45 aY O Z 1 g "bp 3 - 387 00 tic 8 ,� z • • CITY OF TUKWILA Public Works Department 206- 433 -0179 DEVELOPMENT BULLETIN 2 STANDARD CONSTRUCTION PLAN NOTES Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE -CALL (1400 - 424 -5555) for utility locations. l CONTACTS 1. Project Manager, 2. Design Engineer 3. Owner: 4. Surveyor: GENERAL 1. Bruce S. MacVeigh, P.E. (206) 242 -7665 Same as Manager Sehreeter Surveying-006)-252.662f T8D At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206 - 433 - 0179 at least 48 hours before starting project site work. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 - 0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Infrastructure Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. for projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. !GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Qefore beginning any construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. • I/ it/ /Iii i7/ LID ( ZDp 1 8L 9- 4 182 rib.) WORK IN RIGHT OF WAY 1. When activity is unattended, install a sign with minimum two letters stating Permittee or company name, and day and evening phone numbers. TMC i 1.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right -of -way is restored. TMC 11.08.170.A. 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4.. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.08.220 10. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. - • ? AVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. for work prevented due to weather,: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to • • minimize traffic disruption and to complete work as quickly as possible. ,STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste' and either `Drains to Streams`, "Drains to Wetlands', or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. • • • a City of Tukwila PAVEMENT PATCHING DATE: 11/15/98 RS -3 I • • IMP MD IMO Alp al• IMP PIO MIP __ - - - - • • I OMB A M.heit Ca+aet% of M4M rs raj :ix latrytent Potsh > ___ TYPICAL PATCH FOR FLEXIBLE PAVEMENT • NOES: 1. M .left to eonfone to Ow surnnt llinderd 1p.ollloelisoo for Mood. Ildeles. and Ihodolpol C«yMuetlol. 2. A toloboups N e eno year porwMss t1 mufmd so al pownont MmlgoM ofd or.r 3. Controlled dsn.lp► Of In ploso of .rushed rook n+leforMl mq M requh.d In ce.m of meant pownont o ottoy, K so *toted by Cllr Engineer. m• PM Mip PIM • . ...... V .,... . •. .....!... • , ... S / ate book Woo Nhoroloo ON Noll M The aly. RECEIVE MY (7f TI WW1! A FEB 2 5 2004 PERMIT CENTER .// pre ' s_ 7 ,E c>cv �E1� 'o4 • tas •.s 1 :5 1.4 el 4 Z w J 8 0 < =12 tr.:11 t; 7 M • -,�ov� N 0 z • Z 4 a a 1 ; tgg POS ;IL 2 0 2 M 1 4 • 1 • • DATUM /^NG Vo i ' 2 .(1 • 1 LEGAL DESCR/PT/ON 1" / � / / /% / . r� 1 � 1 LOTS' , 31 AM9 3? PLAT o/ L•A.51 le ' Vf: TON CA C/'✓ TR /'; C; l :.. 2n d. A DIN T /C /N r 1• • • • • u • r' 4F • r SVRVEYOR'S NOTES: 1. TRA [ffRSE PROCEDURES' !./TII.1 'CD. 2 1" TOT,1 L. SrA T/ON UT /112f 12• 100 YEAR f7.000 INFO/WA IRON SOURCE /S F: E: M. A, PANEL. if ;5,10.5.3C:03260 '03260 ••' • , • MIR. OM • • • • • 641.•4 • • M • OD* .- • •. IMP • • � f • • ••.....w• ••.. • • . . • •.. .. •• • • • .. • . • • TOPOQ 'APMC SUBVEY A PORTION OF THE S.W. 1/4 OF THENW 1/4, c )f SECT /ON >4, TO WNS/-//P 23 A/OR m RA NGE 4 EAST, W.M., KING COUNfl'•: W,4 SH /NGTON. 1' i>X1 • 15.o 4r r • t 1 1 1 100 r1. FLOOD PLANE RE - V,1 /7 ON •== 1.5. 6 --' ''. /life "N 7 f C )14\ // r (&'A5:s' CAP) P • : Sf R(8AR ANI•O CAP F Oi 1 NO 1/4 SEC .7ON CORNER AS NO ! T1 CAL (.? /L A TED 51- f /ON t: OT'Nt f ' w6 4 ••••. 411111110mommallMIMIIIMM 1 1 1 1 1 1 1 1 1 J r 1 1 1 1 4; ( r 1 kip,. 0 .1 , 1 1 4, /78c/(7;',) r / • 100 YEAR FLOOD PLANE EL EVA TION 156 V • 1 • ,1; 1 .• • • • • • WATER METER • BOX l 1 1 1 1 I 1 1 POWER P\ r--- O 4,, 4" / • POWER POLE 7 / UTILI o� .- �� ya��T TY \ (,) O• / / „,9 4, 4, f�aa, �►�:a .. s ■ 0 ,t' 1 • k 'J'” ;R S ' 30 • 7 -•• • ta. • 1 1 • ,lam 1 • •\cot 'N °% %. .••r ,r 1 WATER METER • UMW .w► • BOX SZJR VE YOR S CER T/F/CI IE Pi I MAP CO/ RE1; 71 Y RLfPRI S t /'V / T S A .5C /1? / " Y /1/1/10 ' Y ,tilt: ' 111) UNLJL 'R M Y O/REC 1 /ON AND TO THE" HEST 0/" MY A w/. / T ' RE Pf eESAW TS THE AC [UAL COON TO/ IR . Of" 7 /E ..‘;/7E: DE/'/C AS OF MAY 20, / .y.Cr 4 .. • bIE 'L VIN' f: GA RL A ND L , 3 N1. /Mfg /L : /i' 189 t) ' Amommangssommomm 473 -4491 PIERCE COUNTY 2601 South 35th Suite 200 'Tacoma, WA 98409 FAX 0 474 -5871 • ( IN FEET ) 1 inch t' 20 1t. BASIS OF BEARING: PIA 7 OF EA .S T /,1v:RTO; ^, GAR ;ti' ;R At T`,. a:'/ id. ,4100/ TION GRAPHIC SCALE 108 /5167970P DRAWN BY SWW FC G 1 f `0 • eo • (roe% 1f4i of.M ftTI& P DS - 3 x 00L-Y) P AC-TECH E qi'n e &rin g, Inr.. 1. 11 Planners ..•)urvelors 1:nororlm&lltal .5pecialists 377-2053 243-712 377-;?053 ENVIRONMENTAL SERVICES KING COLINTY KITSAP COUNTY 3640 South Ceciar 12720 GATEv'AY 3721 Kitsap Vay Suite A Suite ?I? Suite 4 Tacora, VA 98409 Seattle, WA 98168-3:133 Bremerion, WA 98312 FAX N 377-2293 FAX 243-7109 FAX 0 377-2293 11 fit OMB • • • • • • 1