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Permit D04-040 - QUACH RESIDENCE - NEW HOUSE
QUACH RESIDENCE 12255 46 AV S D04 -040 Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: Address: Suite No: Tenant: Name: Address Owner: 0179000805 12255 46 AV S TUKW QUACH RESIDENCE 12255 46 AV S, TUKWIL WA Permit Number: Issue Date: Permit Expires On: D04 -040 12/15/2004 06/13/2005 Name: ARBEN MARKU Phone: Address: 12253 46 AV S, TUKWILA WA Contact Person: Name: JULIE QUACH Phone: 206 782 -2768 (WK) Address: 7553 30 AV SE, SEATTLE WA Contractor: Name: P G CUSTOM BUILDER LLC Phone: Address: 12979 M L K WAY S #16, SEATTLE WA Contractor License No: PGCUSGC978PU Expiration Date: 10/31/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3524 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 403 SF GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: installation of a combined side sewer, 3/4" water meter with service line, drywell for roof downspouts, undergrounding power, paved access connection and driveway, and work in the right -of -way to connect the utilities. Value of Construction: $335,410.50 Fees Collected: $21,718.63 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Y Number: 0 Start Time: Volumes: Cut 20 c.y. Start Time: Size (Inches): 0 End Time: Fill 20 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: i doc: Devperm D04 -040 Printed: 12 -15 -2004 'Z h 2 D 00 coo: CO) LL w 0 �Q ca = C! f .. w. z� Z 2� U 0. O � � r`- w uj �0 .. Z' w U CO . Z �w }u, x_ City of Tukwila i tins Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Permit Center Authorized Signature: 6l_-- Date: /J �- i 1 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 rmance o or . I am orized to sign and obtain this development permit. i j Signature: Date: Print Name: On Y� 17 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. t i doc: Devperm D04 -040 Printed: 12 -15 -2004 Z. W OQQL � J U, U CO) 0: . w =`. CO LL W 0- J LL Q U� = C). H W. Z Z Dp ' O S2, D I- 2U W O W Z O Z Cit y T ukwila of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000805 Address: 12255 46 AV S TUKW Suite No: Tenant: QUACH RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -040 ISSUED 02/04/2004 12115/2004 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: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: 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. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: 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. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). v doc: Conditions D04 -040 Printed: 12 -15 -2004 z QQ SZ w 2 D JU 00 (/) CO) LU J � Nw w 0 LL = Cl z� F- O z �- w no U 0 N o F- wW tL O W z H3: z ' ..:;,.::..:c. �,.�n:,. ,:rs7'.it'su�o+iLt('pY..� {u L4.ia�Tcn!la,:. G.K ='GUS F- ".!iY•. .... �dxi;ln w y..n�- +.++ -n... a,w.rua,..+:ae..- .w +�NTr.:�' :1u }vi,:.>u� ;a..0 - 7ic.c :. G. 1+ w. U�t .Ek.1.c4...5..- :L�.:x:ru:: :r ' � I C of Tukwila rsaa Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS"* 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. J.- w 2 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. v UO 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be Co W underground from the point of connection on the pole to the house. J = H 22: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. CoU_ w O 23: Any material spilled onto any street shall be cleaned up immediately. 24: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to c d the satisfaction of the Public Works Inspector. Notify City Inspector before 12:00 Noon on Friday preceding any weekend _ work. Z 25: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally Z O insured). LU LU 26: A bond in the amount of 150% x cost of work within the right -of -way made out to the City of Tukwila for possible D O p c property damages caused by activities. 131-- Ww 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. O Z v to 28: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 0 F- Z 29: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 30: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 31: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1 % slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 32: 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'. 33: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 34: Provide copy of Private Sanitary Side Sewer Easement/Agreement for this parcel and the adjacent parcel to the North. 35: Owner shall pay a Pavement Mitigation Fee, if street is open cut to accomadate utility installation, prior to final inspection by Public Works Inspector. * *continued on next page ** doc: Conditions D04 -040 Printed: 12 -15 -2004 �... -� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 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. k Signature: Date: 11— C') Print Name: Z Z UQ . w = LL J F. W O. C �. �W z moo Z ►— W 5; U �. N, 0 = U: L O. W Z co) lF- � O Z City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0179000805 Permit Number: D04 -040 Address: 12255 46 AV S TUKW Issue Date: 12/15/2004 Suite No: Permit Expires On: 06/13/2005 G DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3524 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 403 SF GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: installation of a combined side sewer, 3/4' water meter with service line, drywell for roof downspouts, undergrounding power, paved access connection and driveway, and work in the right -of -way to connect the utilities. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: perm i Work Order Number: 5204a04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 doc: PWWATER D04 -040 Printed: 12 -15 -2004 Z LLI 6 D 0 Cl) o. W =: J f... N O' W L L =w Z �.... H O Z F—: LU p; U o f- W W U ~ O . i1! Z U= O ~' Z City at Tukwila Departmetit of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION James F. Morrow, P.E., Director } Parcel No.: 0179000805 Permit Number: D04 -040 Address: 12255 46 AV S TUKW Issue Date: 12/15/2004 Suite No: Permit Expires On: 06/13/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3524 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 403 SF GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: installation of a combined side sewer, 3/4" water meter with service line, drywell for roof downspouts, undergrounding power, paved access connection and driveway, and work in the right -of -way to connect the utilities. METER #1 METER #2 METER #3 Water Meter Size: 0.75 Quantity: 1 Water Meter Type: perm Work Order Number: 5204a04 i Connection Charge: Y $60.00 f Installation: Y $490.00 Additional Install Deposit: $0.00 Plan Check Fee: Y $10.00 Inspection Fee: Y $15.00 Turn On Fee: Y $25.00 Subtotal: $600.00 Cascade Water Alliance (RCFC): Y $1,680.00 TOTAL WATER FEES: $2,280.00 Steven M. Mullet, Mayor 0 0 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ZZ� iF- W UQ Co J = H (1) U. W O LL Q to �. = a. �w Z �. H- O Z F— U� O Co. c I-- =U �+- p Z U CO! O - Z... tu ' k'7 Z O i 190D Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0. Site Address: 2- - /�� S /i�u -' %�l� A-4 Suite Number: loor: Tenant Name: rf�r7`', New Tenant: Yes Fl..No Property Owners Name: Mailing Address: 153 3 j �� 'i 5 Gu S�� l L� �,e � �1�% �= `3 Z-C r - • Day Telephone: Mailing Address: 7s -3 ttf Af_- j�l � / ?C= - - ,-- '?2 4' City State Zip CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 , E -Mail Address: Fax Number: Contact Person: Day Telephone: E -Mail Address: Fax Number: Mailing Address: 24Z 7 16 1�'/ �5�7/V'�1� C__ e Z '~ W lY � D JU 0 C o 0 Cl) W J H C0 U_ WO In LL Q ND = a �W Z F— HO Z H W W D �N W HC LL O .. Z W Cl) O H Z City State Zip Mailing Address: City State Zip Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" l Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): S-ta/' Will there be new rack storage? E] ..Yes ONO Existing Builotng Valuation: $ 5" If "yes ", see Handout No. for requirements. i � � I "L ?t :A 6za Provide. 1 ut tng:.Area .4! ;in. quare ,.-t" _t.i�';j�l ; j • I J 9 t } j]4r'•�. '.J. t, _•'r:: .1i . ' :;•L� .,::.e,•v ; .T f �, I PLANNING DIVISION: ? Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: i i 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: Z Compact: Handicap: Will there be a change in use? E] ....Yes 0.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm E None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? n.-Yes .No If 'yes ", attach list of materials and storage locations on a separate 8- 112 x 11 paper indicating quantities and Material Safety Data Sheets. lappiicadona\permitapplicadon (3.2003) 3/2003 Page 2 Z �Z '~ W Q� W UO CO W= N L S W 0 2 LL N� 2CY W ZO W UJ O co o t-. W H5 W Z CO O F- Z �...I r t: �ili 4 .•G' : =r .�•k; I 1.k ,:..,�;, d t ton ' A d ; r fir.. } ;r. �: F�14 ; 'ry e.:of : ,,;`:;: Typ of frig Construction 41 Occupancy pe e:. II 4 - Extsttngr _ r - r ucture Y New 1 � per YJBC i M 'Remodel , ;Sti it Floor r UBC c oo y 2" - f::;{ -.:r' n f' � 5 - Gc'c , Acc es' sory'St ucttire* :Attached ,Garage Detached Garage °;:r '=Attached'Carport!: = ,} .D.etached Carport: r- • Covered Deck I PLANNING DIVISION: ? Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: i i 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: Z Compact: Handicap: Will there be a change in use? E] ....Yes 0.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm E None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? n.-Yes .No If 'yes ", attach list of materials and storage locations on a separate 8- 112 x 11 paper indicating quantities and Material Safety Data Sheets. lappiicadona\permitapplicadon (3.2003) 3/2003 Page 2 Z �Z '~ W Q� W UO CO W= N L S W 0 2 LL N� 2CY W ZO W UJ O co o t-. W H5 W Z CO O F- Z +�T}` +IJ�j ~ � ( x,,1;'1'`��' t � t�V'��'f��,,•::C�'� :1J". ,, c` �p 1 `��yp .t ��i�•�1�;3j�t [,�• r r e•t'••.. ' 7v ' � A���7;.ti'7 '' � � !. � i�'i' 1�1�� l .Ki isi J'. r :� # �z a!`4► `e , t .. .�lt�►.r� r': -rz' t _,a: �4. Scope of Work (please provide detailed infor. .on): Call before you Dig: 1- 800 -424 -5555 . w..:..._; ';:: � Please "refer.to;PublieWorks Bulletin. #1 �for'fees� and estimate sheet.',; W er District Tukwila C] ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Se r District ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ -Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ... Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that a f - J ...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 cubic yards ❑ ...Total Fill cubic yards ❑ ..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line f, 1K m ❑ .. Grease Interceptor [] .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size.:. WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private a] FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State tiP bpplicatiorulpermit application (3.2003) 3/2003 Page 3 Z �W Q 2 JU UQ LU H CO U- WO J' u- =: C O` W. ?H H O Z W �p O in t] l— W U LL O' III Z U N O Z MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed inform Use: Residential: New .... (/]� Replacement .... � Commercial: New .... ❑ placement .... Fuel Type Electric..... Gas.... Other: Indicate type of mechanical work being installed and the quantity below: .: Unit T e: yP.. :: Q ty ' Unit :T e .: YP . Qt TYPe4 :::... Qty ;.'.Boiler /Com ressor p:. - ::.: . QrS' . Furnace <I OOK BTU / Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK 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 Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTHORIZ AG Signature: Date: Print Name: / L `%', Day Telephone: Mailing Address: 12- City State Zip i i i t Date Application Ac_cepted i Date Application Expires: � ( StafInitials: Ly T• mtr - Z �Z `~ W JU UO ND C0 LU W = H CO) LL WO 9-1 LL Q C a = W Z F- WO LLJ �p U O� a l- WW HZ-5 L O tlJ Z Cl) O Z PUBLIC WORKS BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME QUA- C 1 -1 RATE PERMIT # -bol - ol-o 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: General r Erosion prevention 500 Water 75 7 Sewer /, 600 Storm water o 0 Road /Parking /Access 2 00 A. Total Improvements Zoo 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. /5(., . ZS C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume 2 0 cubic yards Enter total fill volume Zo cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 4 - ZS 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 02 O • O +0 Revised 03..1818..003 Revised 05.13.03 z z �w QQ JU 00 N o co UJ J F _ (D L w ga� U. S2 d = w t-- _ z F.. H O w 25 U O N. o t — wW L 6i z U =. O z Y\. -uf,,. i ' i.;}:ii.. f'i ,.,:Ut; »r •..,s �+h ^.-a' �- r C ,= <%: +N+,!.a%,;. "'..:- , y:4:n.UZ v::.cs'a..uar: i i I ' i l I. PUBLIC WORKS BULLETIN A2 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) $ 1 Slo . 2- (6) 7. Pavement Mitigation Fee ( 'DST (Zrvt�r (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 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10( $7.50 10-7(50%) $5.00 7-5( 33%) $3.30 5-2(25%) $2.50 2-1( 10%) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 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. 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 $ Z3 570 (8) z �w Zi U UO �o J H cA LL,. W O. 9-J LLQ = d �w z = f- F-- O z �- W U� O N Q F-. =U LL _Z w co H x` O z 0 PUBLIC WORKS BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees B. Flood Control Zone ($50) C. Water Meter — Permanent* J �, 0 0 D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 a� Total A through E $ boo (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ 5 1 5S - 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 $ 'Z o 8 8 �n LL)A Total A through G $ 16 - 7o - 7 (10) LLI ANG6, PC tGC DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSU� AND INSPECTION FEE Th i nspect i on . . . i nspect i on. .. i nspect i ons . 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. - /o¢ Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 3 z Z ' u�D UO CO) o. CO W J H CO o w �aEi U- Q. = zo W 2 5; U o. O O i— w w . —O w z U N' O z BULLETIN Al Flood Control Issued whenever there is construction, development, or substantial improvement and Water Only Meters within a shoreline, a special flood hazard area, or a flood -prone area. An FCZP Size inches grants approval to construct or develop within a flood hazard area, a flood -prone area Cascade Water Alliance RCFC or the shoreline, but does not replace the need for additional permits such as a 0.75 building permit or a land altering permit. Flat Rate $50. Water Meter - Issued for domestic water supply for all new or reestablished services when sewer Permanent discharge rates are calculated based on water usage. Each individual building $5220 requires a separate water main tap. The fee includes a City- provided water meter. 1.5 Fee Sheet Attached. Water Meter — Water Issued for a separate service from the main that will not discharge to the public sewer. Only The fee includes a City - provided water meter. Fee Sheet Attached. Water Meter - Deduct Required to meter water not discharged to the public sewer. The Permittee provides, 3 owns, installs, and maintains the meter. This meter is installed downstream of a $33408 permanent water meter. An example is landscape irrigation. Flat Rate $25. Water Meter - Required for use of public water, on a short -term basis, where a metered supply does Temporary not already exist. The Permittee rents the meter from the City. Examples include 6 dust suppression during construction or water supply during hydroseeding. Fee $104400 Sheet Attached. Reviews Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Revisions Charged for each revision to approved plans. Fee per revision is 25% of the Issuance and Inspection fee. Inspections Charged for each inspection after the first two at a rate of $47.00 /inspection. WATER METER FEE SHEET Permanent and Water Only Meters Size inches Installation Cascade Water Alliance RCFC Total Fee 0.75 $600 $2088 $2,688 1 $1100 $5220 $6,320 1.5 $2400 $10440 $12,840 2 $2800 $16704 $19,504 3 $4400 $33408 $37,808 4 $7800 $52200 $60,000 6 $12500 $104400 $116,900 This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Z 3 " w oc � u� D, UO CO 0 J = H CO) u- w 0 UQ c =w Z HO Z F_ W �5 U� .0 Cl) U I— wW LL z ui U= 0 Z n Temp orary Meter 0.75" $300 2.5" $1,000 This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Z 3 " w oc � u� D, UO CO 0 J = H CO) u- w 0 UQ c =w Z HO Z F_ W �5 U� .0 Cl) U I— wW LL z ui U= 0 Z n i City of Tukwila 1908 j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000805 Address: 12255 46 AV S TUKW Suite No: Applicant: QUACH RESIDENCE RECEIPT Permit Number D04 -040 Status: FINAL Applied Date: 02/04/2004 Issue Date: 12/15/2004 Receipt No.: R06 -00406 Initials: LAW User ID: 1630 Payment Amount: 150.00 Payment Date: 03/27/2006 04:22 PM Balance: $0.00 Payee: WILLIAM M TWOMBLY TRANSACTION LIST: Type Amount -_ -___ Method Description: _- __ -- ------ Payment Check 1077 150.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PW PAVEMENT MITIGATION 000/344.101 150.00 Total: 150.00 3966 03/28 9716 TOTAL.. 150.00 doc: Receipt Printed: 03 -27 -2006 a z W U O Mo CO) D LL W �. o� 0) _ W 1- O Z �j Cl O C. W W' .u. H: Z' tll O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000805 Permit Number: Address: 12255 46 AV S TUKW Status: Suite No: Applied Date: Applicant: QUACH RESIDENCE Issue Date: DO4 -040 ISSUED 02/04/2004 12/15/2004 Receipt No.: R05 -00236 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: JUAN T. NGO /JULIE H. QUACH 47.00 02/17/2005 08:47 AM $0.00 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------------- ------ - - - - -- Payment Check 2141 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES - 000/345.830 47.00 Total: 47.00 I c 0041 02/18 9716 TOTAL 47.00 doc: Receipt Printed: 02 -17 -2005 Z +— Z 00 If) i' J F-. CO L: w� L L r w' z� O: Z �5 U �. O N. UI W U 111 Z CO), O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000805 Address: Suite No: Applicant: 3ULIE QUACH Permit Number: Status: Applied Date: Issue Date: D04 -040 PENDING 02/04/2004 Z �W . UO U) o _. E- S2 LL. WD Q . z CI W z� i~ O w 2 5` � o O N. O H- W H U LL �i Z' LLI Co Z Receipt No.: R04 -00119 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 1,910.98 02/04/2004 04:53 PM $2,499.35 Payee: JULIE H. QUACH TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 2039 1,910.98 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,504.98 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 156.00 Total: 1,910.98 f doc: Receipt Printed: 02 -04 -2004 R..g City of Tukwila face i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Z Uj U O y o. W i. J F. Co U_ W O" J U_ W: ' ? F - O Uj Z rr , U� 'O W l!J' _Z 111 Z RECEIPT Parcel No.: Address: Suite No: Applicant: 0179000805 12255 46 AV S TUKW QUACH RESIDENCE Permit Number D04 -040 Status: APPROVED Applied Date: 02/0412004 Issue Date: Receipt No.: R04 -01681 Initials: LAW UserlD: 1630 Payment Amount: Payment Date: Balance: 19,807.65 12/15/200411:32 AM $0.00 Payee: JUAN NGO & JULIE QUACH TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 2132 19,807.65 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 2,315.35 CASCADE WATER ALLIANCE 401/386.550 2,088.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 156.25 PW PLAN REVIEW 000/345.830 .25 SEWER ASSESSMENT FEES 0 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESSMENT FEES 0 5,158.40 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 ■ IVlVVI •VV 2,` 4 ?' TO j AL, ,9x;6..1. ," doc: Receipt Printed: 12 -15 -2004 INSPECTION RECORD OL1-04 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Type of nsp2ction: �tl Gln/'t -4�v Address l Date Called: I ` ,b Special Instructions: Date Wanted: a.m. p.m. Requester: i Phone o: I: I Approved per applicable codes. I I Corrections .`required prior to approval. Inspector: Date: 7 $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: 4 Z �QQ � JU UO CO) W = S2 U. wo L? CO) a = W H = Z� Z� U� 0 H CO W uk _ O, U co): O Z ._,.._.._,._..,......- ,.,.., ._..._..,_..._... .............. _. _._........ 1 INSPECTION RECORD, INSPECTION NO. Retain a copy with permit ` E r ' PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I f Type of Inspection: Address:12 A &P, Date Called: Special Instructions: �on d • Date Wanted: - _ 0 p.m / a.m 2 --2 - 6 Requester: � Phone No: 2-06 - 1 2 -2- i Corrections required prior to approval. F] Approved per applicable codes. I COMMENTS: Z Q W U O N 0. UJI to LL W O. � ?. co) d �W Z Z H. Z 0. WW Uj CO O H W W. LL Z t!J P =, O Z Inspector: Date: O $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedule reinspection. Receipt No.: Date: 7:1 INSPECTION RECORD J Retain a copy with permit INSPECTION NO. P T 0. CITY OF TUKWILA BUILDING DIVISIO ; __ • t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Inspection: Address: s - r Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. 2 Z W� JU 0 (j)(3 J H S2 LL: W 9 -J LL N CY = W I— { z �, Z O. 2 � VD O N. W .. Z . W CO) Z i Inspector uate: $58. 0 R ECTIC� REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: z' INSPECTION RECORD Retain a copy with permit d 0 INSPECTIOqNO. CITY OF TUKWILA BUILDING DIVISION i' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367q e f Approved per applicable codes. Phone No: Corrections required prior to approval. f l Proj ct: yqe - 1 1�r -5 Type of Inspection: 1" '9 / Address: 122256 '4 12�56 / ' 6 Date Called: �- - gyp - off Special Instructions: Date Wanted: M M / - / /-- 6 C m. Requester: Mel 6 IM z I V M MAI M M M Date, 'AW F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date. �W JU U Off, W W :r I.- S2 U. WO 2 �' 9:3 LL co) 10 I.- LU z z Uj 0 a W Uj , LL 0 LiJ Z Co Z 15 1 I ECTION RECORD Retain a copy with permit INSP I ECTIUN NO. PETNO CITY OF TUKWILA BUILDING DIVISION y1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2b6)43r,3670 Project: Type of Inspection: Address: ,f� Date Called: Specia l Date Wanted Requester: . one No: C r �% /, / ✓ �` .► W. 0 ' .armor • ` .lC� :ice �r I�� MZ I/ �r1 � err L � •� �i / �� Receipt No.: Date: I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z �QQ UJ JU UO W = J F— 00 L w O �0 u_ � = W Z �. F- O. Z H W U j �p O � H W W Z — Z LlJ U CO), O ~` Z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMffi N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila', WA 98188 (2W)431-3670 Project: C,d Type of Inspection: ...._- Address- ate Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: M $58.00 REINSPECTIOA FEE REQUIRED. Prior to inspection, fee must be Z Z W JU 0 0 W H CO) LL. w O LL = J. I... W Z� Z O. W 7p U O N 0 H. WW HC.) u. O L! 1 Z O Z P 7- r i INSPECTION RECORD -Do to Vz) Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: // Type of Ins p ction: Address: a 5 5 yG /die S Date Called: 4/ S ecial Instr Date Wanted: / (a.m ,,,�._..._..... Apt Request Phone No: (�'�'!h ofe(ridc'csktK /OUrdrc,(, i i ❑ Approved per applicable codes. Corrections required prior to approval. 'J r COMMENTS: ho A t7 - V 6 0 Inspector: � � Date: r $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: Z W W� JU 0 NO J W: C0 U WO La C0 C% Z Cy. I— W Z z� W gy O N. O H. WW til Z U =: O Z, INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER 0 ,S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Pro t. Type of Inspe ion: C� Address: � � � � Date Called: Special Instructions: Date Wanted: P.m. m n ` Requester: \ � Phone o: 3 Receipt No.: Date: f z �Z �W fQQY � JU 0 00 N Cl) J N L W 0. U. Q _ Cf �W 1- 0 z 1— W �p 0 N: H W w. L- 0 _ _` z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . . . . . . . . . . . . . . . INSPECTION RECORD 0 Dq 64 Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION �� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proje . . � A Type of Inspection: 7 t � e? /-), � � ( — Address: 122 .Z �- . Ll — Date Called: // - / 6 z; Special Instructions: Date Wanted: a.m.' p.m. Requester: rr 21 Phone NIP Approved per applicable codes. C orrections required prior to approval. COMMENTS: A 5 5.4 dvlel Ze— CL F ou Date: S or: $58.00 REINSPECTION FEE REQU Prior to inspection, fee must be pa at 6300 Sthc q 1 1 �0- , a nn. rall. to sechedule reinspection. Receipt No.: Date: V. Y , kU Z LU 00 C') a C0 LLI, LLI X -J F- 00 LL Lu 0 : 2 �, 9 _ LL Q. Cl ) CY CY x F- UJ Z �- 0 Z F- W LLJ, .0 a H W LU, 3: L) LL —0 iu Z. Cl) � 0 Z INSPECTION RECORD Retain a copy with permit Do t i Q � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: 5" Date Called: 2z5 oA Special Instructions: Date Wanted: a.m. p.m. Requester: { Phone No: .. 1 Approved per applicable codes. Corrections required prior to approval. :555 COMMENTS: �V ° C W1 Ll Z S A-ue a T $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Z Z. 00 CO C3 (1) w' cn L w � J L? CO) d Z F z0 W W O N D F-- WW UO .. Z O Z INSPECTION RECORD Lfo Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct: Type of Inspection: ❑ Approved per applicable codes. Corrections required prior to approval. �V Address: �^ Date Called: �iJ Special Instruction : Date Wanted: a. m. r t p.m. Requeste /A/ Phone No: Z 7-35 Inspector: Date: Receipt No.: I Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Z QQ SZ �W a� J U. U OCR W = J � �LL W O J LL. N H =. Z� Z0 5 93 U o fL W t1J LL. 0 _Z til 1= _ O Z 7 Inspector: Date: Receipt No.: I Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Z QQ SZ �W a� J U. U OCR W = J � �LL W O J LL. N H =. Z� Z0 5 93 U o fL W t1J LL. 0 _Z til 1= _ O Z INSPECTION RECORD ll11 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro : � Type of Inspection: Address: _ 225$ of Date Called: v5 /0/3 Special Instructions: Date Wanted: I a.m. !� r p.m. Request r: , f Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lt L j' 11" c 6 W Inspector: Date; o Receipt No.: Date: U ;130.uu KtIN5rt - 1 wN rtt KULUIKt P rior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Z H. W �U U N o LU J � N LL W O 9- LL Q = Cy. �W Z I— O Z H. 5. U� O W 13 H W W. H LL Lll Z U =' Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: �+— L J D to Called: Special Instructions: Date Wanted: a. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval COMMENTS: e s ` e C Z $58.00 EINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z J-Z Ilk JU 00 W F- S2 U- W U a = W Z ZO W �p O N 0 l—. W W H V u. ~O W Z O F- Z .,.,..�..,ro ?+•q +?;;.tsr s';t'+- "ar .,_A...... .. .`' INSPECTION RECORD l Retain a copy with permit INSPECTION NO. PER O.g CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1 -3670 P'904' I I_xy_a� r e of Inspec i n: , k'�4 2- Address: .4 ce AV Date Called: � 9142-5- Special Instructions: Date Wanted a, — 3 Requester: P 6h� of / ^I ^^� 1 Approved per applicable codes. Corrections required prior to approval. CO MENTS: i i 1 I i i i i nspect DaUe^ $ . . ri 00 REINSPECTIO FEE REQUIREDor to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re elpt No.: Date: Z p z W W� UO N 0 CO) W N LL. WO 2 U_a to :3 S W 1 W ~ � p. ON I— WW LL C); Z LLI U C0 H 1— O Z i M i S f INSPECTION RECORD PdA- I-A,0 Y Retain a copy with permit l,�g INSPECTION No. PERM » CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Prof. ct: �C Type o Inspection: G( l►I tvl Ad ress: as 55 � �^ hvc-�. Date Called: q as Special Instructions: Date Wanted: Chi /a.m / p Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eke S- 4-o r o - ro a"-0S1.(LA - r C- 1 sp tor: Date: $ q- 2:G - $ 8.00 REINSPECTI N FEE REQUIRED. rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call to sechedule reinspection. .ceipt No.: Date: Z W UO N to W J � u_. w J u_ to �w z Z °. �p �O co D 1_ W S LL � Z LlJ V :F z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec ) T Type of Inspection: ' '516 Add ZI ' 5 � 6 A D Date Called: D � � 0S— Speci a) Instructions: I ❑ Approved per applicable codes. El Corrections required prior to approval. h� • WW m WA _W 1 LOM �/ � / r N WAN owl I Inspector: 4 Date: q v Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z W 2 M UO W= u- WO LL Q �W 2 �. H O. Z i- � p. U O N 0 H W W Z llll O Z 3 ` I INSPECTION RECORD ` Retain a copy with permit �' a� U INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project:. Type of Inspection: Address: 22GI�7 Date Called: ! Special Instructions: II - QGV U4 V0 %1 rJ' Date Wanted: a.m. , Requester: Phone No: q U l Approved per applicable codes. + Corrections required prior to approval. C COMMENTS: rR� J t/f/�lGf o 6(j - l7Jr�/•�c/ i lvS A/ t� 5 7 111�fz t' mac% �- .�-� Z,7 -. ,rf7 y / � r7 V. // r7 �� /,) - /.S,�711�'' . Receipt No.: Date: I IA ect Date• I 9 - / - ( $58 60 REINSPECT ION F E REQUIRED. i0ccall r to inspection, fee must be afd at 6300 Southcenter Blvd., Suite 1 to sechedule reinspection. Z W J U 0 CO 0 LU J �. V) LL WO �� LLQ N� = �W Z� H O Z H W a I— W �U LL O .. Z' W N Z "' INSPECTION RECORD f - 7 Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3570 Type ofl Approved per applicable codes. Corrections required prior to approval. Pr �e 0 �s ��� ? a ras ection: t f-- �. �, ^A � ^J 16, Add ess: 1 2 - Lt b A v S Date Call g-7 - 14 --v I-S Special Instructions: Date Wanted: a. m. p.m. Requester:. �-- _ ��.�Ifo Phone No* ;.o4� - 225- c> �r�fi COMMENTS: 76) P1 - 44) 4 )f to inspection, fee must be Call to sechedule reinspection. z i� W JU UO moo. CO) ILI F- N LL w O raj LL CO) d =w z Zo 5 U� O H� 2V LL � _z UN z INSPECTION RECORD Retain a copy with permit 00L O"�U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro (I IJL� Type of Inspection: S Address: Date Called; � f L Special Instructions: Date Wanted: a.m. T e P .M. A > Requ ter: 1. Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z a� � W JU U O : WX S2 LL W O, 2 Ia CO) W Z_.. 1 O W 5 �p CO WW LL O 111 Z H � O Z INSPECTION RECORD Retain a copy with permit !! INSPECTION NO. PERMIT NO. 1. .. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I i ❑ Approved per applicable codes. Project: Type of Inspection: W iM Address: �, 1-2-2-57 46 Date Called: e116 3 10 Special Instructions: Date Wanted a.m. p.m. Requester: r one No: Inspector: Date: C) ..... Corrections required prior to approval. Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W JU V Q co W J �LL W O 9 � LL to = W _. Z� �o Z F- 5 UC3 0 D H W U —0 W N O Z INSPECTION RECORD Retain a copy with permit 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: 2,- ! ; " S ^ Date Called: Special Instructions: Date Wanted: a. m. p.m. Requester: Phone o: -7 K — 7C� ❑ Approved per applicable codes. 11 Corrections required prior to approval. �VJ COMMENTS: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Daid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinsnection Z i} Z W J U UO to ❑ 'W= J f.. U.. W O J N �. = O. W Z l Z0 W W U O N WW LL H L1. O, .. Z W U =. O Z INSPECTION RECORD D pt L_ Retain a copy with permit `T INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Q Type of Inspection r Wal Address: 122.55 4b AveS Date Called: 6- 28-45 Special Instructions: Date Wanted: 2- 4 Requester: 1 C1a Phone No: 277 -- Approved per applicable codes. corrections required prior to approval. COMMENTS: L4, I/ bi a 7 Uti c 7, 74- C/ j l pector: Date: 2 C / - 5 �1 .00 REINSPECTION FE REQUIRED. Psi r to inspection, fee must be id at 6300 Southcenter Bl d., Suite 100. Call to sechedule reinspection. Rdfeipt No.: I Date: Z W JU UO CO J �. NLL W O 9-1 . LL Q' co �. _Cy �W Z� I— O WW �j O N: OH WW LL 111 Z co H � z LS ... INSPECTION RECORD � -' Retain a copy with permit '� INSPE ON NO. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type g Ins ection: Address: Dat Iled: Special Instructions: Date Wanted- n a.m. Requester: Phone No: Receipt No.: 1 77 Z Z'. JU U 0 rn o co W J H (0 L W O: J' S2 O = W H O Z t_ LLJ 5 U� O to H W W �U u.O , Z U O Z I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. W INSPECTION RECORD 1 I Retain a copy with permit y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100. Tukwila. WA 98188 (206)431 -3670 Project: Type of Ins . tion: � { Address: Date Called: Specia Instructs ns: Date Wanted* � a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date: 6:7" $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: Z Z JU U0 N W =. J N LL W O N d = W H =. W �O C) N ' D H W W: LL �U —0 111 Z U =. O Z INSPECTION RECORD 77"VV Retain a copy with permit INSPEC ION NO. PE P6)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Project: � Type f Ipspectio Address � � Date Called: Special Instructions: Date Wanted: Requester: Phone No: G -G Approved per applicable codes. EQ Corrections required prior to approval. COMMENTS: P. LZ L W / / f / $58.00 REINSPECTIONTEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z iS W JU U 0 0 w �; N LL w O J U- Q N d = W H O W~ U� LU O �. 0 F- W lil Z U= O Z INSPECTION RECORD y Retain a copy with permit INSPECTION NO. P MIT O. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 i Project: G Type of Inspection: Address Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. acorrections required prior to approval. COMMENTS: Lr) .� l� Inspector Date: MC A._ JJ n $58.00 REINSPECTION h REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z QQ . SZ � W JU U O D W = J U WD LL d N � _CY W. H O Z I-- W UJ Q U O N W W S Z Ill CO z INSPECTION RECORD /may Retain a copy with permit INSPECTIO NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 Pro'ect: Type o nspection d ress: Date a e Special Instructions: Date Wanted: P m Reque�e�: one No: i i e i C ❑ Approved per applicable codes. Corrections required prior to approva . COMMENTS: _ 1 i i f G", <f- 1 5 - 7 i i i `—' paid at 6300 Southcenter Blvd., Suite 100: Call to sechedule reinspection. Receipt No.: Date: Z = Z W. UQ w i. J �- T U -. W O. 9 : LL Q. ca a = W Z� �O W W U� ;O O H-. WW H IL O W Z P Z. V INSPECTION RECORD Retain a copy with permit L INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 4 A Type of Ins ection: a � Address v Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ❑ Approved er applicable codes. Corrections required prior to approval. COMMENT l „ r r A J _ ZW e4ZM $58.00 REINSPECTIOWFEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I z J U UO ca 0 w� J co w w O. J LL Q 07 :D = a �w z H H O z F-' W W U� O N, O E- WW H lL O z CO) O z t INSPECTION RECORD t Retain a copy with permit INSPECTION NO. PER } CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Pr ' ct: Type of Inspection: -- v � 1� F Ad ress: Date Called: Special Instructions: Date Wante a.m. lLI Request 'C A C L- (✓ Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: f 's �i i Z W J V 00 ro 0 . wz J l.—, !2LL WO 9a to 0 = a �W Z� �o Z F— W 5: U0 O � OH W W'. H V'. O .. Z W C. 1= H Z t� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit E INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project �1.6t L t!'L- /�.a . Type of I spectio 5 ;tk) Address: aaa -5 -� � At'l Date Called: r , o3 /i�lp> Special Instructions: Date Wanted? a.m., /his p.m. Requester Itt L- Phone po& '�51-7Yg R Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: - - - Q- ` , inspection, fee must be �. to sechedule reinspection. ..w .. ...•w. w.. i...ti i. n..i..✓v,.. i.. � i. w. .......�.....a.+.. ....,w,... .... .�.�- .. ...... .r. ,..."vJwwa.. .. I i i Z ILI JU U to o J N LL W� Q � LL Q ca Cf �W ?�. Z O O W �o ILI o� o� =U LL. O , 111 Z CO) U— O Z „' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Addr Date 5 Specilal Instr d Date Wanted: a.m. - 3 ... S-OsZ c2p Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. I cim OMMENTS: I Receipt No.: Dat e: —7 : z W J C.) 0 CO) co) CO) LL WO 2� 9-1 U. cf) Cy. W Z 0 z H W LLI 0 N. W W. U. �..z Cf) 0 Z L---J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rJ i j INSPECTION RECORD ; . ' Retain -a copy with permit INSPECTION NO. PE 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I spection: 7 Addres : �-� za- Date Called: S pecial Instructions: Date Wanted: a, p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IJ paid at 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection Receipt No.: 7 e: 'Z Z. iY LU J U 00 CO) �. N W: w LL Q` = I... W Z� l'- O Z H W W: 5. �p 0 o I—: WW U. O .. Z W H =, 0 l-- z INSPECTION RECORD Retain a copy with permit INSPECTION PERM 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 00 6) 4 3 1_3670 i ' Project Type of Ins ection: Address. - 1, Date Called z 2 Speeial instructions: Date Wanted: Requester: Phone No: L--J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: z W JU 00. W LU C0 LU 0 L co) a. LU Z x I— 0 W �— LU fi 0 N. W W LL 01 lil Z . co) O Z INSPECTION RECORD ' Retain a copy with permi INSP ION NO. T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06 43;1''`3670 A Ph PP roved P era a p p licable codes. � Corrections req uired prior to approval. COMMENTS: Pro' t: Type of Inspectio : , pSpeci—alInstructions: Date Called; Date Wanted: 0 � a, r � 't / Requester: m,"_� tY 7tLJ Receipt No.: Date: :1 I I I 1 i 1 i Z Z W �U UO W= J U) W W O 9 : U. CO) M �W Z F- H O W �p U O � 0 H. W W' F- H W Z U N'. F- F=- O Z ` j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection INSPECTION RECORD ` R ` < - , -��5 L j Retain a copy with permit INSPECTI NO. P IT CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'�Ct: Ty p oHnspection: / u " L Cam' '' C �, _rlt _. A ress: �l tG/ avU� Date Called: cad - -2,57 -(,�),: --_ Special Instructions: Date Wanted: a.m. �- p.m. Requester: P one No: 72? � Wc; l ef Approved per applicable codes. Corrections required prior to approval. COMMENTS: l 1-9 ,e r Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: F'. r 9 I Z W. VO w~ �LL W LL j N ry W 1-- O W 1—, W fy U� O tn. O H WW LL ~ -- O W Z O F.. Z INSPECTION RECORD Retain. a copy with permit , INSPECTION NO. PERMIT M 31-�6761 ,,,) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) Proje t: Type�of Inspection Fl Approved per applicable codes. ''Corrections required prior to approval. COMMENTS: ' U24 �A i Inspector. Date: ^ o raL $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: Z W UO �o C0 J N W WO 2 �. 9 -5 U. Q co) = HW s = z �.. 1= 0 W ~ W . UC1 10 N :0 !— WW u. O Z N H X: O Z A dre s: Date Called: S ecial Instructions: I Date Wanted: Requester: Phone No: vice -- a z e --o Fl Approved per applicable codes. ''Corrections required prior to approval. COMMENTS: ' U24 �A i Inspector. Date: ^ o raL $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: Z W UO �o C0 J N W WO 2 �. 9 -5 U. Q co) = HW s = z �.. 1= 0 W ~ W . UC1 10 N :0 !— WW u. O Z N H X: O Z INSPECTION RECORD Retain a copy with permit's INSPECTION NO. PERMn NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206'43+1 3670 ; , 11 ( /&I P &�/� � '/J"7k J � P ct: Type of lnspectio I Add ess: / n �X Date Called: r Special Instruttions: Date Wanted: M. Requester: ice+ Phone N 2 . Approved per applicable codes. IRCorrections required prior to approval. COMMENTS: I { r i , � ( 'ee4 re o re 40 t l E o rwj S r i m r" lea VJ C.. PN. 1 v -j a✓nl t AJO ( 1 ter? \ P ` ae 'A f VC.`�(nlU A V rA i i 1 sl +6 v S to g. - kV4'% ;�y , V4 n 4 110 VIA r• � Y Inspector: Date: $58.00 REIN SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio :ipt No.: Date: f Z i� Z �W QQ� JU UO w� C0 U. W O 2 QQ LLQ �:) = I.. W Z ZO W U O N` � I- W UJ U lL � —O W Z U N. O Z 1 t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j ct:. v 4 a (h jvn� Type of Insp tiow . A ress: a a LP Avg -\, b. Date Called: y Special Instructions: -tom Date Wante a. Requester: 17 P ne N c & V C Corrections required prior to approval. I x 1 r _ 010. / i $47.00 REINSPECT] O E REQUIRED. Prior to inspection, fee must be { paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z QQ U J 0. Wes. U N 0 U) =. J � 0 L WO WQ N� _CY W ' Z� O. Z E-' W W. 5. U � ,O �. 0 H W W U u. ~ —O .. Z. w U =. O Z Work Order Date No. P A ' C1 ( 1055-4TH AVENUE N. -�j KENT, WA 98032 UNIT NUMBER 7 : (253) 859-4444 - FAX (253) 859-4400 CONCRETE TIME: 95AP BILL ADDRESS 60-( C, kow ....... . ...... - — ------------ ............ A --- ------- - - 6 I have read the terms and conditions and accept them. I have noted the arrival times and pump size and accept these. I am aware of my safety responsibilities per the terms and accept them. ".4 SITE ADDRESS MAP CODE: ABOUT THE JOB (OPERATOR COMPLETES iF BLANK) UNIT S SIZE REGSTID EMPLOYEE(S) LOT READY-MIX OTHER CHARGES: @ VVk L ADDRESS: @ p E EST. YARDS (For --. P.O. NUMBER START PUMPING F INISH PUMPING OTHER: @ AI TAX 4'� LENDING INSTITUTION & ADDRESS: V. 1 , TOTAL C� CA Date — Time: -L �L Signature To Be Signed Prior to Start of Work SAFETY NOTE: 6 GROUND CONDITIONS OVERHEAD LINES etR JOB REQUIREMENTS OCLEAN- SITE JO� ***IF IT'S DANGEROUS -DON'T DO IT! ADVISE THE OFFICE OF THE PROBI�' N Ilk* F Sl 4 READINGS' '(OPERATOR COMPLETES) TIME OF DAY MILEAGE HOURS LEAVE YARD JOB GENERAL CONTRACTOR (If Different Than Who We Are Working For): OTHER CHARGES: @ ARRIVE ADDRESS: @ C.O.D. CALCULATION END SETUP OWNER: ADDRESS: (For --. use c ^nly START PUMPING F INISH PUMPING OTHER: @ AI TAX 4'� LENDING INSTITUTION & ADDRESS: V. 1 , TOTAL C� CA END CLEAN UP ARRIVE YARD / JOB TOTALS 44 QUANTITIES INTENT TO LIEN INFORMATION. YARDS PUMPED PRIME GENERAL CONTRACTOR (If Different Than Who We Are Working For): OTHER CHARGES: @ ADDRESS: @ C.O.D. CALCULATION OWNER: ADDRESS: TOTAL HOURS: 3 Z @ TOTAL YARDS: @ TRAVEL: 7 @ PRIME: @ 7- 0'0 F to OTHER: @ AI TAX 4'� LENDING INSTITUTION & ADDRESS: V. 1 , TOTAL DIRECTIONS: -3 -------------- SYSTEM: -------- D 0 - M COMMENTS: TIME VERIFICATION (Signature) The above times & quantities are verified correct by:-. Date Z Z W JU 00 Cl) 0 CO) W W J S2 LL WO LL cl) n CY W Z 0 Z �- W Uj 5 C0 OH W LLI LL 0 Z CO) 0 — 0 Z SALES /DELIVERY TICKET LOAD TIME j0 AL TITY �3 Administrative Offices — (206) 764 -3000 Dispatch - 800 - 750 -0123 GL C I E R P.O. Box 1730 5975 E. Marginal Way South Seattle, Washington 98111 Seattle, Washington 98134 LEAVE PLANT Iv ARRIVE JOB t - r �� N O R T H W E S T START POUR : ;1 J. � WARNING: IRRITATION TO SKIN & EYES REASONS FOR DELAY TIME This product contains Portland Cement. Freshly mixed cement, mortar, grout, or concrete may cause skin irritation and /or allergic reaction. Do not use without protective gear and clothing. Avoid any direct contact with skin. Wash exposed areas immediately with water. It cemenlitious material gets into the eye, rinse immediately antl repga(ediy with water and get prompt medical attention. ❑ JOB NOT READY El LACK OF HELP FINISH POUR RETURN TO PLANT KEEP CHILDREN AWAY. ❑ WHEEL BARROW JOB ❑ PUMP LATE/PROBLEMS 0 OTHER RECEIVED BY. X `,;- TIME ` ALLOWED Y . WATER ADDED AT CUSTOMERS REQUEST TEST CYLINDERS TAKEN . !;%9 SLUMP ON ARRIVAL GALS. TO FULL LOAD El NO • ; '" ❑ YES 7 j SUPERPLASTICIZER Total amount added : n gallons TIME USED EXCESS GALS. TO 2/3 LOAD ❑ YES t '�" GALS. TO 1/3 LOAD 0 YES Trial load TIME TICKET / PLANT GUST. PROJECT M DATE P.O. NUMBER ORDER TYPE t ORDER BY PHONE C`r G 1 8 , 2 8 I c DATE 023 021 - 2) 5 ! � 1 5 _ :7 J ! / s CUSTOMER # TAX CODE SOLD TO ZONE SCHEDULED ARRIVAL TRUCK # DRIVER NAME 11-3 1.0 17 'V I'341. / JUL I E QUACH D2 ; 37PIM 0097 Teak P r °• y R. u n D E L T V O 12255 46 AVE S, TIII'NII -A, GH 2' :1 L'..' AHEAD. PUNT P ILJNO ` t STD. BY TIME C?tc: v ?,'r'P LOAD # i is :tE3, 0i CUBIC YARDS RETURNED CLEAN - UP PRE YES NO (Explain) E R POST DELIVERY YES NO (Explain) I' �P I, �a�Ulri�l� YARD SKS AG TKPE SLUMP LOAD QUANTITY j0 AL TITY PRQDUCT U/M - UNIT PRICE �. AMOUNT. 0 SN. 3 /'4 { •4. 001 9.00 ; t.,9 : ;1 J. � ... E3E,. ►�10 `Tr `774.;���+ <'' . "; " .( I '/. lab n Eh1,V I R NMEWr CHARGE Y . 31. ,O • 0. 88 TRUCK USER LOGM DISP TICKET M TICKET 1XI I TICS 'T ID TIE DATE 1':36. 42'' _ :7 J ! / s Ito 0 A ?1717 1 LOAD SIZE NIX CODE EQ . LOAD ID 9.88 d 3110 Ha 240764 MATERIAL DESIGN QTY REQUIRED PATCHED VA % U ' %MUIS ' 'URE .R1 WAT BLA SAND 1410 lb 13275 lb 13240 -35 -.E;% 4,61 % A '0.93 q1 PM _314 1840 lb 16601, lb 16540 -61 .'I% 0.2 % M '4.94 gl T1-11 470 lb 4230 Ib 4225 -5 -.1 - a �: I L it 2M 0 ib 1 467.0 '. -11.0 -LkzC % 1174.00 gl AEA 5.5 oz 45.5 oz 49.0 -0.5 - 1, _. I% �� t , :5: LOAD TOTAL: 35460 lb EESIGN W /C: 0.549 WATER /CEW:.0.5507 ;WATER: '78.2 -. gl ? AC URL TER: 248.9 gl 1 ADD; 29:4 gl' f (,OMMENTS: Z ;H Z q � W W 5 JU UO N 0. to W = J f.. CO U_ Wo U. U I W z 3: ZO W W U O - 0 �— 2 W I.,- U lL IOU N Z 0 SALES/DELIVERY TICKET .. LOAD • TOTAL 658624 TIME I U PRIC LEAVE m / (� [ r .�. S1� \' /� C. L,t''1 4. �L'ti.� �� Administrative Offices - (206) 764 -3000 Dispatch -1 -800- 750 -0123 .yt• w'Y.t PLANT - G L �► C I E R P.O. Box 1730 5975 E. Marginal Way South Seattle, Washington 98111 f Seattle, Washington � t34 AR OB E T ' .. . '. ! '. N O R H W E S T 41 \� ~ ' START POUR + WARNING: IRRITATION TO SKIN & EYES REASONS FO -eLAY T M luct contains Portland Cement. Freshly mixed cement, mortar, grout, or concrete may cause skin Irrigation ` N V I RLOi� ME1\1TAL MA RtGE •• F �, lergic reaction. Do not use without rotective gear and clothing. Avoid any direct contact with skin. ❑ JOB NOT READY FINISH 17. 2 areas Immediately with water. It entitious material gets Into the eye, rinse immediately and repeatedly C3 POUR :r and get prompt medlc�LatteEl 4 E P LACK OF HELP RETURN TO PLANT CHI AWAY. ? ❑ WHEEL BARROW JOB .D BY - �, ❑ PUMP LATE/PROBLEMS TIME ALLOWED USER LOGIN DISP TICKET NLIM TICKET NUM TIC =T ID ❑ OTHER I'MR/ADDED T CCUSTOME REQUEST TEST CYLINDERS TAKEN V__ SLUMP ON ARRIVAL ❑ NO SUPERPLASTICIZER TIME' GALS. TO FULL LOAD ❑ YEP ogallonsunt added n USED [ZE MIX CODE EXCESS Q., O ID GALS. TO 2/3 LOAD ❑ YES -' - GALS. TO 1/3 LOAD C] YES �, Trial Toad TIME " PLANT GUST. DATE P.O. NUMBER ;:. ORDER TYPE ORDER BY PHONE PROJECT N x 6.10. % A , ; 56.52 91 1 1640 lb 10145 lb 10120 -25 -.E % 0.2 % M ' 3.02 g1 470 lb 2585 I b 2'565 0 0. - ,) .a I R i TAX SOLD TO d, ZONE SCHEDULED TRUCK N DRIVER NAME CODE ARRIVAL 1t%5 3. - 1 , ttI;:)A JULY (N - 1i1CH i &21 . 0 0032 Tui' Dt=•rini *. STD. BY TIME LOAD p 461 - 1.1 AYFi 6� - TUKW'1l..,A, WfI �I:a:0 YI 3 25.00 l+lllZl A1Il" 'Al)' PLIITIP/1v101�10 CUBIC YARDS RETURNED CLEAN - UP YES NO (Explain) PRE POST YES NO (Explain) DELIVERY I I i I I ` I i I � . t I PRObUCT ID SKS A TYPE SLUMP " LOAD • TOTAL PRODUCT I U PRIC AMOUNT m / (� [ r .�. S1� \' /� C. L,t''1 4. �L'ti.� 1, raw 4�Y.t .yt• w'Y.t :J �. .1. �G� - 1 E . G1lJ• �h� — . '*73 ...�7�tLt •.,. . ' .. . '. ! '. f + ` N V I RLOi� ME1\1TAL MA RtGE •• F �, s ' . . 17. 2 49:2 7 USER LOGIN DISP TICKET NLIM TICKET NUM TIC =T ID DATE 1 247 1 w '7g -- USER 658624 40AII7. r547Ar [ZE MIX CODE Q., O ID Id 3110 W T` 240770 IL DESIGN QTY REC>!LIIRE BATCHED VAR % VfR 00I5 URE L WAT ID 1414 lb 82228 lb 82'08 -28 -, x 6.10. % A , ; 56.52 91 1 1640 lb 10145 lb 10120 -25 -.E % 0.2 % M ' 3.02 g1 470 lb 2585 I b 2'565 0 0. - ,) .a I n t r 7 4 - I I t. z Z W UO CO N LL W 9 IL CO C% = W N = z -. Z O 25 U � I— WW H �O W U= O z , WANG ENGINEERING, INC JOB NO. U 3 PAGE OF CONSULTING ENGINEERS DATE ' 3 BY IU U3 CHECKED BY PROJECT TEL: (425)489 -0927 FAX: (425)40-017 SUBJECT L d tra f L .........................: ................... ..............................: .........................; .....,.....,............. ,...... ,.....,....... .ECl�11! ;�.�:;:.�.. v .. .. ... .. .. ... ... .. .. .. ... . ..... .� .... :...... .. .. ... .. .. ... .. y.1. 1 `..:.... 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"I_ G } L= 1° r--6 p 1- G x'1 t 1A r S. tz, :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. w u _ .._ -_._ ._.__ ...._______.�..______.. ._. ___ _'_..— ____�..__..__..____.._.�. _- ,_.�____�.._ � .. ... ��s�ru.a:...w�x:re:xJ. a•� t. ; xe: �c `:;.:�,: =na:.u: >us:^:�••sacr_ ": ^.^_cs:�isc�;:: ....:. -_,a. ...�..._.�,z.�a M ..::___.._ __... ._ . -_... A , b P Q �l tl - ti N �_ 6 Nt S T 4- Tyr r- p ai d Q �- c 5 I6 -►Z .o .LA ' wJ iJ Qv 00 J w a - +3 30 t 1 r U j i - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN DUE T QUALITY • . THIS NOTICE IT IS O THE UAL OF THE DOCUME -WANG ENGINEERING, INC. J N0 r 0¢ 0 7 3 PAGE C p OF CONSULTING ENGINEERS DATE I J 0 BY T CHECKED BY PROJECT tile TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT rT e .. ... ....`... .. .. .. .. ... .............. �. .. ......................... .. .......... .. .... . ....... ... y'.. - r ef + ., ......... .... .. ... .. ...... s ' , .. � j �./ ;.... �.. .. ......... j. .. .1,.7Ys. .. .. .. .}....�, ----- w ...... . ............ ........... ... f.3�.a ... .. .. ... ............ .. .i.... .. 1 � r .. ....}............ ...... }..... {.. ..... }.... ...... . {.... ;..... }..... {.... {. .. ... ,�—.� ....6...6.. �` ... f.. .. ................ .. .. _ .. .. .., .. .. ....y...... . ............. ...... % �. ..t..... ........ .. ... .. ... '•'"ar..�1... .. ................. .. .. .. .. .. .r...V..(�I.. � T.....;.... .. .. .. .. .�.....;• .. .. .�.. .;....... .. .�............ .. I.o #. .�. c..�3..t� 3 .L.... ...lc.1,.Z". . ;�.......,...,�c.1;.2... . ;.....;.... ....... :.....:... ;.....;.... 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In the event tbt int recipient or an employee responsible for delivering this i'lacsimilo. to thcL':. melpl,31t is WAVUiljwc' plaw do not Astrrbwe thu ikesimile, notify us bmediat dy by We- am etm this wdmil by ml Thank cm 0. -bow, I r u f c y • Response requested by: fax ❑ phone mail I Ent you the 30' sprat as well for co miso Hard Copy Saw, YES 0 No ME- FILE - COPY Of JgNNAIA N ppRO�ED u su I N 7 RECEIVE0 CITY OF TI JKWII A FEB 4 2004 PERMIT CENTEr, wi �U co W'q ILI U. 0 ILI U- D cy. U z Z 1-- LL f 51 -0 uj uj . LLJ Z� U N Z. Ol e'27./200.1 TUE 14 14 FAX • Fkxx Jots! TJ 2arn(TM) 0.17 zarW Nu 1 0cV 20" TJIVPro(TM) -560 @ 12" ok w' 6 ar�,at"" 14 TKI$ PRODUCT MEET$ OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOAD$ LISTED E-77 Q rJO3 'Ori I Product D189mrn Is Ceaacar04srt. LOACiIL: AMly1W it for a Joist Member. Primwy load Group - Residence) - Living Areas (pat)' 40.0 Live at 100 % dwwticn,12.0 Oeed IapW ttisarft valkal Rew0ons Pbs) N124 velar Width Length UtrelDssdlUP1 W011a1 1 Stud wall 5.50" 4.15' bC0 1180/01780 A3: Rim @card 1 Ply 7 114'A Zr 1.3E rxribsrStrsna7y LSL 2 Stud well 5.57' 4."acV 600! 1 90 / 0 1 780 A3: Rim Board 1 Ply 1 1/4"x 20" f .3E rrnbarStrwd* LSL - CAUTION: ROWiW beefing 1*11P(s) exosed the minirrrtar Ohms In the TJ Stildees guide for w* family rwkkwroai aj lNkwtions. Limits: End wgwM. 31 r" . ftwnwil" supports, 3 1 Ir with web sttf enem and 5114" whhwut web stIftrmn. -See TJ SPECIFIErR'S / BUILDERS GUIDE for delsil(s): A3: Rim Board DRSIGN CONTROLS: Maximum Design Control Control Location Shear (ft) 781 •756 2740 Passed (28%) Rt. and Span 1 wvJer Floor IoWirQ Vadmi Reaction Ohs) 761 761 1885 Passed (AM) Eesriny 2 undor Floor banding Moment (Ft -Lbs) 5061 5WIl 14440 Passed (39%) MILS * Don 1 under Fkior Icadmg Live Load Deft (in) 0.340 0.731 Passed (UA99+) MID Span 1 under Fkror loading Total goad Dell (in) 0.442 1.462 Paassed (tIM) MID Span 1 urAw Floor los:ing T.Wro 4•t Any Passed Span 1 .D~Ion Crkerin: 5TANDNR0(LL:L1480.TL:U240). - Allowsels moment was r+crusW for repsddvs wn.ber uwtge. •Detler,-tion analysis is bssrsi on xntpasft ac Wn with single layer of 23!32" Weyeo Edge Gcld (24" Span Rwdr%q) GLU & NAILED wood ewkirg. , 8raeing(Lu): All oorivressron edges (top and bosom) must be braved tit 7 13" cdc urJew deU*d otntrr+ee. Proper attachment and positioning d lataoll brodog is roquired to achieve member etobility. •IMPORTANTI The bna.y$6 prarswth:d is output from wiftwsru dweJnpW tty Trus Jo;-t (TJ). TJ wemtrb the aWry of Its products by thus Wft. -m re tivr',l b1 el xmipiatted in eoaadel roe wdh 7J product dr..sgn Criteria and ewe accepted d1 �n value s. Tt,e spdcffic prcal:rct appiloatbon. Inpt t d4%ipn loads, and stated dimensions have teen provided by tt9 sof wo user. Tr4s output has not been review d by a TJ Ale wate. ; -Not all products are re*Wy evailoble. Cheat with your supplier or TJ technical repr+ewiti0ift for product mabbilly. - THISANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUESTITUT ION VOW THIS ANALYSIS. •AVbwu * Stress Oesipn malhoelology wets wed for Building Code ISC t nislyzing tree TJ Drotributian product Ilalted above. ORSL42F trlotes: Please verity infomwoon PWJEC7I ORMI TI0N John Holland C}P_StZA'_ O�ll4EQFMAT10N: Toffy Gidefto Trus Jow 6541 1S4thAve NE Redmcnd, WA 9SU62 Phone - 425 $W=3 Pu .426 8139.7900 9Nktt ®trusjoist.00m copyrl91t a :vu3 try , .a ic:,c. a uoyerAoouoei duolna33 rj1V V A at.. :aGia'.otad tra0aoark3 o: Sava Jeial. v -4 i *lx -.rc! end 70-i4c'- a.c tradoaarke of Trva joint. z �W u� =Y 0 ( /) o W= J CO U: W O• J LL ?. N d . H =: Z F. H O z H W �5 U� : 09. o ff WW F— �' O Lll z H =' O 1- I a 4' sewer to lot 4' sewer to lot / 6'x4' Wye r - .6'x Wye ,1 r . so � • 7% WO z Q Z W 2 D. U UO N �W =, CO LL. W O U . CO �. W Z H. H O' z 1— N O- 0 H- W LU W 0 — O: Cd Z U co), O z RECEIVED FEB 10 2004 ` 7U KW I LH �• �G PUBLIC WORKS !I 071, , OPY 3 i si j ',,►,�.. -5, v. tG ou•' �� jj%D yT o� ST�' �/ G Ti�.'l�• �; _/. ac ��r/ �iN'� s�L L aN 02, .y ;o r -T � �v� L God bR 22� 5 tp 'MA Y IF 0 NoF' 6 SGU m 3r- C� 1`,� N� � V m4 G��'I U 7-) / r> r, <, , = - ter- XP , #, -1 f r- �� J zz NN W w w UO 0 co � w 2 �. LLQ L OD �w Z� z w Dcl N � H- w LO Cd z U N p _ O z 0 f � sRrll• . TY,-:5 l cAr4V eAs1A/ WI VA,V O (:72dTEA FV7Urr65 r--)C,-4r10W /Z„ Hltl ,e. 1. A -- - -- - I G � HAX_ � .�L6 ✓EL. DOE . . f/L L EO W //S 3 W.as.��'o La2eiN max f /L7�.eFaq�/ �.,`/Ei CW!i'OE5 AIVP7CP �� DF l7Ry1{JELL. - 12'rl /n1 APV WArF9 TWY, A2 RE1Ja /crir� G4 yE.e s 1�2Y 1�/OLL �� /L Mrs A07 o STOrzM WfiTER RUIVOFF A,-/O C12 1t/EW,AY.°i -. A1,6 ' PJ6 coin cTEO M/ A TyP6 I ca. ANO 4 P /PE TO A p, -- YK10L4- (-z). Z L21ZYWE•LL -5 WI -L OC- /i✓67A l L,9C7 GoVE2 dG�- cPS w1,-1Lr,5,�-- F,402IC Vvlz/ 6 C - j2UC,T /ph/. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lot: Hr is! Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) FILE COPY Site lnformat16h" 7Perrmit Building Department Use Only #: Address: �� V�'L - Notes: _ City: State: r Zip:� Contact: �%� li�lill% �F j��l,'it CIT YOF T1 CEI A Phone c }1 Z 7_ �, - e041 C! FEB 4 2004 Phone 2: t y � V PERMIT CEN Fax: •i r:r� - mot _ Table 6 -1 PRESCRIPTIVE REQUIREMENTS 1 ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE I Un Option t Glazing U- Factor Doc? U- Lot: Hr is! Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) FILE COPY Site lnformat16h" 7Perrmit Building Department Use Only #: Address: �� V�'L - Notes: _ City: State: r Zip:� Contact: �%� li�lill% �F j��l,'it CIT YOF T1 CEI A Phone c }1 Z 7_ �, - e041 C! FEB 4 2004 Phone 2: t y � V PERMIT CEN Fax: •i r:r� - mot _ Table 6 -1 PRESCRIPTIVE REQUIREMENTS 1 ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE I Un Option Glazing Area Glazing U- Factor Doc? U- Ceiling Vaulted Wall Above Wall Int Wall nd Floor Slab On % of Floor Vertical Overhead' 1 factor Ceiling Grade Below Below Grade Grade Grade III Unlimited Group R -3 OAO 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy Onl See the code text for footnote references This project 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 M. ✓ 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 standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program i Prescriptive — Simple Form — Climate Zone 1 fi 5/31/2002 W S Z ixL UO CO) o W= O J u. C0 = W H = Z W W O � F— WW 3:U U. O Z U =. O Z Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Select One Option �a Conditioned Floor Area 3 Glazing Area Area Weighted Feet U- Factor Vertical Glazing 4 W , 3 Overhead Glazing (� Door ✓ 602.7.2 Exception, Area X 3 Glazing Area Total w , i.5 Glazing To Floor Area Ratio T, -)�- Glazing Area Total / Conditioned Floor Area 602.7.2 Exception Ratio 602.7.2 Glazing Area Total i Conditioned Floor Area, not to exceed 1% Table 6 -1 PRESCRIPTIVE REQUIREMENTS e ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See code text for footnote references Exterior Doors Plan Component ID Description Door Glazing Glazing U- Factor Door' U Glazed Qt. Feet sn Feet inch Area Wall Wall Wall U Slab Option Area U- Ceiling Vaulted Above Int Exe Floor On % of Floor Vertical Overheads s factor Ceiling Grade Below Below Grade Grade Grade I 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II* 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 III Unlimited Group R -3 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy III f Onl See code text for footnote references Exterior Doors Plan Component ID Description Door Percent Width Height Glazing Door Door U Glazed Qt. Feet sn Feet inch Area Area UA U I I I I I I I I A =UXA Z Z JU 0 C/) J F— 00 LL W O: J LL- _. 9 - F H O Z H- U� O N � H WW S U. I—. O . Z . W U= O H Z 0 Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing Width Heigh Sum of Area and UA , c S-, C" Area Weighted U = UA/Area —Mo f� Overhead Glazing Plan Component S- Glazing Width Height cat. reet - reet Glazing Area UA A =UXA rea UA A =UXA Sum of Area and UA .c Z Area Weighted U = UA/Area Section 602.7.2 Exception Z �W �� W JU UO Co o w= J � CO LL W O � LL Q Z d t^ W Z X H O. Z F- III �5 U� ,O - 0 t-- W LU XU LL_ ~O Z W U= O Z ,vrr� -1 ' - 4- L t*�L .Y2 F lAJINIDOW loryp l ! r G U r R .j5 Alp& L6 /L - O $ 3b ✓�t� �r� .off C aO e �� D � r/ . �G Z( ._.._._.. D2 X36 -.0, 5/20 , 4T RW 55-33 2 - ____ 4 /sue 1r71 z Z w JU U0 W= H co LL w� U.Q �w Z ° Z w w U oF- LU Lu F� LL z ui CO o� z "7 Eli �u,Q,w 0=4 �e owv�¢n, d� /��SS L{6 �'� S. 0 , Oi c+nn 9i�.Qea�, -� Q A- Gon/���uc� �_a cz ::Cdw �/.�%�vz j-o j ob &j u i �-M s 61 s z Z;' Lu oo� CO) (A LU LU —J F. LL� W O Q; U. ' co) cy LLJ 0, LU LU g Au LLJ !L 0: ui Z (J) :r; z . F Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty j construction Contractor must maintain a surety bond or assignment of ,. account and carry general liability insurance. License Information License JNBUINB956DS Licensee Name J N BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602454865 Ind. Ins. Account Id Business Type CORPORATION Address 1 14310 4TH AVE SW Address 2 Cancel City BURIEN County KING State WA Zip 98166 Phone 2067993039 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/10/2005 Expiration Date 3110/2007 Suspend Date Separation Date Parent Company Until Previous License JNB UIB *961K5 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date NGO, JUAN PRESIDENT 1 03/10/2005 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received [Bond Name Number Date Date Date Date Amount Date WESTERN SURETY Until #1 CO 69869268 03/10/2005 Cancelled $12,000.00 03/10/2005 Page 1 of 2 Z Z W QQ� W� UO Co W =. J F Co LL W O J LL co = i.-W Z FZ- 1- O Z 1— U� O N. O E-. WW W -O z U c O Z Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date ATLANTIC CAS INS #3 CO L088003452 06/22/2005 06/22/2006 $1,000,000.00 06/28/2005 #2 CBIC CIISGO675 05/25/2005 05/25/2006 06/22/2005 $6,000,000.00 05/26/2005 ATLANTIC CAS INS #1 CO L088222740 05/25/2004 05/25/2005 $1,000,000.00 03/10/2005 Summons / Complaints Information No Matching Information Judgement Information No Matching Information Page 2 of 2 Z 00 M 0 CO ?` J �- CO) U W a 2 �. J- LL N M. = CJ,. LU Z H O Z H. W � j. UC3 O CO). WW F- �' O Z V � O Z Look Up a Contractor, Electrician or Plumber License Detail Savings Information Pj ii No Matching Information https :H fortress. wa. gov /lni/bbip /printer.aspx ?License= JNBUINB 08/15/2005 -� *( �•iri ��,,•s rs•_ • city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 18, 2005 Ms. Julie Quach 7553 0 Avenue SW Seattle, WA 98126 -3326 RE: Quach Residence, Building Permit # D04 -040, Mechanical Permit # M04 -017 Subject: General Contractor of record. Dear Ms. Quach: The above referenced permit lists you as the contact person, therefore this letter is directed to your attention. The original permits were applied for by John Holland of Holland Design, for the Quach residence. Prior to issuance of any permit, it is our responsibility to verify that the contractor's name and Washington State registration number. This was done. On March 10, 2005 we were notified by the contractor of record that he was no longer responsible for this job, and that the owner was doing the work himself. He requested that his name be removed from the record. This letter is to request that the owner name a new general contractor and submit his or her state registration number for our records. If the owner intends to do the work himself, he will need to complete the "Affidavit in Lieu of Contractor Registration" form and submit it to the permit center. A copy of the form is enclosed herewith. Please respond with the requested information as soon as possible so we may update our records and the construction will not be delayed. If you have any questions or need to discuss this further, you may call me at 206 / 431 -3675. Sincerel Robert Benedicto, Building Official Encl. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431 -3665 z w u� D vO n 0 J ~ CO u-. w O. L co �. = �w Z �- o. z t-. w Do o� o1-- w FU LL — O. w U N. P �. z d' s Do Not Write In Received By Shaded Area County Code Type Entered By Date Entered 01 Or 02 Effective Date Expiration Date Contractor Registration Number Department Of Labo And Industries APPLICATION FOR Contractor's Registration Section PO Box 44450 CONTRACTOR REGISTRATION Olympia WA 96504 -4450 PLEASE PRINT OR TYPE: Use Ink (360) 902 - 5226 BUSINESS NAME (LIMIT TO 30 CHARACTERS AND ONL)' ONE BUSINESS NAME) L(�I�.I I I d I.C� 1 1 1 1 1 1 1 • REST ADDRESS rr A CITY PHONE # (area code) COUNTY e i ATE ZIP +4 MAILINGADDRESS CITY STXTE ZIP +4 t� Do you have or will you be hiring employees? ❑ YES NO ` If yes, please list your Industrial insurance Account number: Have any of the principal owners /officers, under any other construction business name ever been previously or are currently registered in Washington as a contractor? YES NO 1 If yes, give previously registered business name: kk V)ll `JI 0 � { 'G j r'1 (66 02 ` zo ('�-) 50 Previous Registration Number Reg #: A A PJ V Date expired: G ( Z!� p Q 0 P Do you want your previous contractor registration: Continued as a separate business YES NO Listed as inactive YES NO C * ** Note: Previous registration will be referenced in current file Mark The Type Of Registration: General Contractor Specialty Contractor A ,019 Specialty Contractors only: Write in one or two trades from list below: Specialty Code Specialty Code to BA Acoustical BR House Moving CE Seal Coating T i AA Air Conditioning * BS Hydraulic Installation /Repair CF Service Station Equipment * F� BG Appliances/ Equipment * BT Institutional /Equip /Stationary CG Sheet Metal I XX Asbestos Furniture/l-ab Tables /Lockers CH Siding (Other Than Wood) BC Awnings /Canopies /Carports /Patio Bt.J Insulation Cl Signs - -- Non - electrical Coverings BV Inigation /Sprinkling Systems * CJ Steel /Aluminum Erectors AC Boiler /Stearn Fitting/Process Piping BW Landscaping * CK Steel Reinforcing /Bar /Wire Mesh 1 BD Cabinet And Millwork BX Lathing CL Structural Pest Control /Repair i BE Carpentry/Fratning BY Machinery CM Swimming Pools /Service /Repair CW Carpet Laying BZ Masonry CN Tanks/Tank Renovating BF Ceramic /Plastic /Metal Tile MH Mobile Home Setup CO Venetian Blinds /Shades /Drapes AB Commercial /Industrial Refrigeration * CA Ornamental /Metals AF Warm Air Venting /Ventilation & BI Concrete OG Overhead /Garage Doors Evaporative Cooling BJ Demolition CB Painting/Wall Covering Cp Water Conditioning Equipment BK Drywall PS Paving/Striping CQ Water Proofing BL Elevator CC Plastering CR Weather Stripping BM Excavating /Grading AD Plumbing * CS Welding BN Fencing PW Pressure Washing WD Well Drilling ** BO Fire Protection System (Other Than Elect) BH Resilient Floor /Countertop CT Wood Floor Laying /Finishing BP Glazing/Glass Materials /Plastic Finish Masonite WS Wood stove Installation BQ Gunite CD Roofing HM Handyman CV Gutters /Down spouts AE Sanitation Systems "Side Sewer' EX Other (Specify) * May Also Require Electrical, Plumber Certification or Electrical Licenses. i *" Additional licensing requirements are necessary through Washington State Department of Ecology - (360) 407 -6650 Other Registration Numbers Required t t� t� 5 Ahl Notice: You must till in the account numbers listed below. Federal IRS number must be pe6V1U& - _ - = -` Unified Business Identifier (UBI) Acct. No. IRS Employer Identification Number (Federal) Corp. NO. 0:1 OOC$25444 1 0 lJ -r Other UBI you do business under E -marl Address: Industrial Irisuinnee Account tl IF NUMBERS ARE NOT SUBMITTED YOUR REGISTRATION W ILL NOT BE PROCESSED 1'625 001 - 000 app ibrcontractor reostratiun page 3 1 - 05 Z ��— Z W �U UO W CO Ift- W O Q � LL CO) = W H = Z 1-- ZO U� Cl) 13H WW U H LL lltl CO) O Z tw' ,.. tN+A.JL':iitRWXt,K�G'l. +Q.*F+*n ...."'_,..?y "V7S +'y "- ..+o.s " " - ' 'J 3i:� ti ❑:li�l,. Application status ACTIVE UBI: 602 410 102 f Receipt of Payment Structure: INDIVIDUAL r Receipt Date: 03/28/2005 Specialty: 01 GENERAL Valid Until: 04/27/2005 Receipt M 144709 Receipt Total: $106.50 a Keep this page as your proof of payment. This is a receipt for your construction contractor application and payment. You will receive your new registration card and wall certificate within 2 to 4 weeks. License Number: QACONC *956D8 License Name: QItA Construction Address: 1260 S 140th St City, State: BURIEN, WA Zip Code: 98168 Country: UNITED STATES Page 1 of 1 Typ ,Payer- Detail Trans. Id Amount Endors Check Validat Doc. . H CLAYTON BROWN 1064 100825444 $106.50 Print Print • •Finished z J U U O: (0) O CO) =. J �— C O LL.: w O, J' LL. Q: � a; =w ~_ z� 1-- w ~ w U O N w w . U .. Z' W CO O ~' z �i,CfGff �E�'���i�/G� �d y o y� e� 7`e 7 I rte, Z ' W; 2 D Uo cl) W W LL! W o:. 2 9 a LL CY W Z 0 z �-: U, U Cf); t o WWI U LL 0 ..zi W CO, 0 -Zl- -�P 1908 � December 23, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. John Holland John Holland Design 12427 169"' Avenue S.E. Renton, WA 98059 RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D04 -040 Quach Residence —12255 46' Avenue South Dear John: This letter is to inform you of convections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire, Public Works and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions with regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Z '�- w C � JU UO UJ LL W O: 2� J LL < �d UJI z 3 �O Z i-- W j, U� O N w ui z. ui U =. O Z Building Division Review Memo Date: December 21, 2004 Project Name: Quach Residence Permit #: D04 -040 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Provide engineering for the lateral load wall bracing and wall tie downs to the foundation for the new revised plans. The revised plans will require engineering by a licensed engineer. Engineer specs will require a wet stamp and signature on the engineered specks from that engineer. Show the changes on the plans that coordinate with the engineered specks. Include on the plans any detail drawings necessary to illustrate the engineer's specifications. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. f Z �w Q � J U.. UO . w =' J � to LL: WO 9:3 LL N� = a N w Z� • F-- O Z~ w 2 5. U �. 10 w Z O Z 1908 f0 March 2, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Julie Quach 7553 30 Avenue S.E. Seattle, WA 98126 -3326 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -040 1225546 1h Avenue South — Quach Residence Dear Julie: 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, Planning and Fire Departments have no comments. Public Works Department Jill Mosqueda, at 206 431 -2449, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person: and will not be accepted through the mail or by a n :essenFer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Z '~ W, D JU UO. M J = H �U- w� 9 : LL j = CY H= z �- O. Z t— 5. U� O N, Cl F- w W! U- ~ O ui Z CO) Z CITY OF TUKWILA PUBLIC WORKS PROTECT REVIEW COMMENTS Project Name: Quatch Residence File #: D04 -040 Review #: 1 Date: 02.12.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. For Type C permits, PW collects abase application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. 2. Water Supply a) The plans must show the water meter location and expected connection to the water main. b) The permit application did not indicate the water meter size. The standard size is 3 /a" for residential. The fee for the meter $2,280. c) The water line shall be 10' from the sewer lines on both of the adjacent properties. d) The water connection fee, until Jan. 31, 2005 is $5158.40. Per Richard Takechi, Finance Department, the City no longer accepts payment plans for this fee. e) The Residential Sewer Use Certificate indicates a garage was demolished on the parcel. The City has no record of the demolition. If the certificate is incorrect, please let me know and I will correct the certificate. z Z }= Z w J U. UO U) o. co W J = H N LL w La �D = �. w ? �. �- O z�- w �o U O� 01-- W W LL w z. U CO)` z b) The sewer connection fee, until Jan. 31, 2005 is $9,461.40. Per Richard Takechi, Finance Department, the City no longer accepts payment plans for this fee. c) The minimum slope for a side sewer is 2 %. d) Your plans must show: (1) The pipe material, length, diameter (minimum 4 "), elevations at the house, property line and sewer main. (2) Cleanouts at the house and at the property line. (3) Location of easement on adjacent property. 4 . Work in the right -of -way: a) It appears connection to the water and sewer mains requires work in the right -of -way. b) The pavement in 46 Av. S. is greater than 3 years old, so you may cut it, rather than bore under the pavement, to install the utilities. c) Your plan must show the expected dimensions and locations of all proposed cuts. d) Refer Bulletin 12, attached, for requirements for work in the right -of -way. The Hold Harmless Agreement is attached. The City has a Notary available. e) Refer to Bulletin 1 B for an explanation of the pavement mitigation fee. z Z JU UO N0. CO) =: CO) U 0 4a -; U? � �_ z zO W 5. C o— o� w w . I- U 0 w z U CO. 0 z I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -040 DATE: 01 -25 -05 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 1225546 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 fte permit is issued DEPARTMENTS: Buil m ivi n] Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 - -0 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 7, Please Route tructural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued .corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPS' Documents /routing sllp.doc 2 -28 -02 DUE DATE: 02 -24 -05 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z �z '~ w Q � Q 2 D 00 N J = F- U_ w UQ = F- w z F_ F- O z F- 5 U� O U) off w w LLO .. z w U =` O z P ERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -040 DATE: 12 -16 -04 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: 1225546 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issued DEPART ENTS: QcP I -o f �51 relkt l z-ZO -� B ft Division Q Fi a Prevention � Planning Division • Public Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 01 -15 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) z Z �w Q � J0. 0 Co o co W J = N w. w �Q =a �w Z f- H O z 1— w 2 5 U 0. O N. off wW HU 0 LL ' O LLi z c 8 H. O z 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -21 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: PLAN REVIEW /ROUTING SLIP DEPARTMENTS Building Division ❑ Fire Prevention Public Comments: Planning Division ❑ Permit Coordinator IN Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE 05125/04 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: Documents/routing slip,doc 2.28.02 z h W W JU U y0 C0 W J H W LL. WO J U— Q N� = CY. �w z I— O z I- w L C U ON 0I-- w �P !LO .• z W CO) O z DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 04/27/04 Complete ❑f Incomplete ❑ Not Applicable ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -040 DATE: 02 -04 -04 PROJECT NAME: QUACH RESIDENCE SITE ADDRESS: _t2M 46 AVENUE SOUTH 12255 X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DE P n ARTME NTS : Bu do iv S o 1 -24 FirAr6'entIA, 7-- O � 9 Public WorksL4M /d 2,12. tructural ❑ Plan ing Division • Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: DUE DATE: 02 -1 - 04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R7TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 03 -09 -04 l z Z �w 00 CO a J = C0 U_ w J LL Q = F .. w z H ZO U� O� o ff w F� O .z W CO) O z PROJECT NAME: Date PER,' T NO% Date Site Address: -- Original Issue Date: dy ! Staff I i Initials REVISION LOG Staff I Initials Revision ' I Date I Staff i Date Staff No. Received Initials ( Issued ! I nitials Summary of Revision: /9;� n If /Lt 2 dw� = .�brnr Received Bv• os� t T Co ow (please print) (please print) . Received By: ease print) Revision Date Staff Date Staff Revision i No.. I Received Date Received ! 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UJ 0; LL CO) CY: Uj: Z 1- 0 z W LU, tO LLJ Uk -LL .. Z LLI U O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ht_p: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l /2'�� Plan Check/Permit Number: P 0 ❑ esponse to Incomplete Letter # Response to Correction Letter # evision # _4 after Permit is Issued .Jb Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Perso Summ of Revision: Z ' �C V S RECEIVED PERMIT C ENTE R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W P / Entered in Permits Plus on � J Q S \appi i cationsWorms-appi icat ions on lint evision submittal Created: 8 -13 -2004 Revised: z ;= Z W 2 D 00 CO 0 W= NLL W O �Q =d W z F- t- O• z r-- UJ VD ON D H W O W z CO) O F. z JJ l` ,REVISION STBMITTAL REC "' VED Z�04 (, 1 City of Tukwila -C O M MU NITY DC C I (i Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 9100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htM: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- CO Plan Check/Permit Number: l) U ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # �r Revision # [ after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Summary of Revision: 1. Dap ArclgrvEn CI1Y OF TUMILA DEC 1 6 2004 J PERMIT CENTER Sheet Number(s): � 3 - 2 W "Cloud" or highlight all areas f revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 10 - /I*r'' 6 V applications orms -app ►cations on me\revision submittal Created: 8 -13 -2004 Revised: z 2 �w aa� JU U 0 W = �LL w LL Q U� = �w z I— F_ O w ~ w U� O- o�_ =U LL H� —0 ui z U =. O Z Project Name: aa4e�� Jlz,/)�� Project Address: 2-2- � Z= _ mo d!// L/. e -� Contact Person: �`r� ��9it/�� ��S�LtN' Number: N16 _J City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: h / ,a)_/nq Plan Check/Permit Number: (22-10 E] Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued FJ Revision requested by a City Building Inspector or Plans Examiner Project Name: (�V p&q Project Address: )9 -2_G,5 t j 6TN a VE s fiU K,01 b-a w A Contact Person: 62LkAC" Phone Number: 204 - 1 1gg - oL-lg s Summary of Revision: sUgm 1 -T -r i !S;�epz ), I N E , IM t-: �: a R, re NN LT10K1 ANA wIATE� \����, M J,rz-N Ta, 'in `lHF. rONV-3 E6 - ftoN - POINT N - r0F, y7rEi�T- 1 - DA OD D Q u PL U RECEIVED CITY OF TUKWILA APR 2 2 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date ` ofrevision Received at the City of Tukwila Permit Center by: 44 -21 l IF Entered in Permits Plus on ovl . "l U 08/06/03 z �Z �w u� D J UO co) C C0 LU J = H CO W w J' U. Q = CY. �w z� I- O. z I•-. w 2 �. UO co C3 w LL ui N U F- f X O Z . '�ti • Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King Count Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 - 1740. (Please print or type) Owner's Name a�j1 % 'pa l3l, First, Middle Initial) Property Tax I.D. Number 01 j 6 •— C' z Subdivision Name 4 Lz P- A - it; Subdiv. # Lot # 7 Block # Building Name (if applicable) f: Property Street Address City, State, Zip L' Owner's Mailing Address 75 5 (If different from above) L�� T. ' - i � I e lf 7. 11 Owner's Phone Number Property Contact Phone Number (' 1CLI) �� ��--U e.- Party to be Billed (if different from owner) Party's Mailing Address For King County use: Account # Monthly Rate Six Month Due City or Sewer District 7"f4 t 4) i 1 Date of Connection Side Sewer Permit # Demolition of pre- existing building? Ca ❑ No Type of building demolished? %t- `1;/'_ � 6, Sewer disconnect date? RECEIVED CATv nF. n ji <4Nm F 4 20 Residential Customer P15epie check appropriate box: Equivalent (RCE) JZr Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) ..- No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmiss!oh f corrected dat for. determination of a revised capacity charge. Signature of Owner /Representative 71 Date Print Name of Owner /Representati +,`!� /1.� Ll 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer TAO'. `.I.4Ki . ( � z H '~ w UO Cl) C3 J H CO) L WO �Q CO = �W z� �O W H W U� C3 0_ t— W W U u- O .. z w N O z Me mo Mamh28,2006 To: Laurie Anderson From: Brenda HoItAJ-,- Re: D04-040 Please refund $1,650.00 to William Twombly for the installation of the asphalt apron and patch in from the of driveway for the property located at 12255 — 46 Avenue S, Tukwila. Please make the check out to: William Twombly 7315 — 35 Avenue S Seattle, WA 98118 Please send the check to my attention and I will forward it to him. Thank you. Xc: File No. D04-040 WDocurnents\Bond Release\DO4.040 - Refund Merno.doc Z Z , � D . ju� .00 CO 0' CO) UJI. US 3:; U- W 0 .2 �. 9 Ei LL <� CO) D Cf. UJ 3: 0: z �-, III W CO 0 Uji W Z! CO) O Z t Me mo Mamh28,2006 To: Laurie Anderson From: Brenda HoItAJ-,- Re: D04-040 Please refund $1,650.00 to William Twombly for the installation of the asphalt apron and patch in from the of driveway for the property located at 12255 — 46 Avenue S, Tukwila. Please make the check out to: William Twombly 7315 — 35 Avenue S Seattle, WA 98118 Please send the check to my attention and I will forward it to him. Thank you. Xc: File No. D04-040 WDocurnents\Bond Release\DO4.040 - Refund Merno.doc Z Z , � D . ju� .00 CO 0' CO) UJI. US 3:; U- W 0 .2 �. 9 Ei LL <� CO) D Cf. UJ 3: 0: z �-, III W CO 0 Uji W Z! CO) O Z R ""' w-+,r City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 , mss 206 - 431 -3670 r DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1. = to be er. Date: I D5 1D ( Permit No.: Name of Development: Address: Release should be sent to: Name: T; o n-) Address: City /State /Zip S`r Description of items to be completed (reference plans /documents where items are described): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ /�5 , (150% of value to complete work above) and attach support document ion for value of work. I will have this work carried out and call for a final inspection by this date: �A 6 1' 2006 or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. Signed: Title: 34 7 /hA, -e S Or.JAJ )Qz- Secton 2 - tg be coinpletedby City. staff THIS FUND IS AUTHORIZED TO BE ACCEPTED Signed: t.e- e Q-� Department Head: Amount: $ l� D fb /off Deposited this Date: Cash /Check ❑ Cash Assignment ❑ Bond City Receipt No.: go Received By: r Section 3:- to'be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above f c1�s /ash equivalent/bond. Inspector: Date: Authorized By: - Section 4 - to be completed by City staff Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent - Letter attached ❑ Bond - Letter attached Date Released: Released by: �polley And promdura4d bookWaelopa's project warmly form e �� Cratd: Fdrwry YIMI) b1, . .p. a ....� Z �Z '~ w -1U 00 Cl) J = S2 LL w LL Cj)a =w z� �O Z F- w W U O N 0 F- w LO lil Z CO O Z M 0; .' City of Tukwila Steven M. Mullet, Mayor -J: s0 Department of Community Development Steve Lancaster, Director 1908 April 4, 2006 William Twombly 7315 — 35th Avenue S Seattle, WA 98118 f RE: Refund Quach Residence — D04 -040 Dear Mr. Twombly: h Enclosed please find a check in the amount of $1,650.00 for the installation of the asphalt apron and patch in front of the driveway for the property located at 12255 — 46th Avenue S, Tukwila, Washington. If you should have any questions, please contact our office at (206)431 -3672. 'Sincerely, Brenda Holt Permit Coordinator end xc: Permit No. D04 -040 z z�. JU UO NO w=. CO) U UJ O: U - a' o' z�- D o; O C& o H: _U U- O ui z. z CITY OF TUKWILA, WA 98188.2544 ACCOUNTS PAYABLE CHECK NO. 040306315 BOND /DEPOSIT REFUND 1,650.001 PLEASE DETACH BEFORE DEPOSITING To THE' TWOMBLY, WILLIAM ORDER 7 3 1 5 -35TH AVE S `: OF SEATT;E, WA 98118 Z Z:: WD J U (L) 0 co) 0. LU J � co) U. W OO J LL Q = d. W Z = F- 0 Z 1- W �D U� O N. o 1-- W W' H C.): LL 0 Z co) O .Z F a y City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000805 Address: 12255 46 AV S TUKW Suite No: Applicant: QUACH RESIDENCE Receipt No.: R06 -00009 Initials: LAW User ID: 1630 RECEIPT Permit Number D04 -040 Status: ISSUED Applied Date: 02/04/2004 Issue Date: 12/15/2004 Payment Amount: 1,650.00 Payment Date: 01/05/2006 03:22 PM.. Balance: $0.00 Payee: WILLIAM TWOMBLY TRANSACTION LIST: Type Method Description Amount Payment Check 1013 1,650.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 1,650.00 Total: 1,650.00 Z Z J U. UO; U U- w= J � LL: w v_ a N I — O: Z 1— W5 O =U — Z U cn' O z . custom builder — • 1 •► NO AAMIJAL mmum Of �� ��� � 1 ": R,evtsia�s ynlN neq�ie a new plan 1H and nay k Af6 Pdn review fees W, PWMM ZITOL A.deft Adm.. 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SM minirnUM from end to m inirvf z � r-w litt• t wlal E2 N i,� RTC Al - ma rwed t c be , i� wf l at mi xtgle to makm�;.• " till 1 0( br'.vifki 14. i t r: 46- 461 dA- L 1 r � 4 JOI rnU 'ri be lateral { yvppcwLpEr �-�r cant ilever and en b Caringc �y �1c ..k vio pancl5, hangers or direc atLac hint W a rim hard or nm )o15t ww of $w ow s47-5vt L vc Al e ,$. f v r� z ry �o a z �z ti� I 1 T t leff"MEMINWA Imp ,�, -'. - - - - - r .r ..... : +mow.. - - --•►- --- -- -- .0—ow— n t. \ r i•^- " _ ham a�� p „tvi� ,� _`.�,` r„� •-- . — �a►� WE! STIFFENER ATTACHWHT , T.1 i 'PRo x04sTS op Gap: _. �`�` ; i llf f�1 ►111:1) t er �� � :��i �. �c�►r t�: K I � 4 (1) Web stiffener material shall be .hea thing me ng HW rsts of w PS 1 or PS 2 wit fiasco grain v�srtt c a l (2) 2x4 constrwct.kon grrrdo or bettor m ..r IMM 1k . V*sk cw T UI C WX4 .t 2 r r Z i t u'pM N' 30 f& LA Rom- F;140 "1-4,- L L G JM. RrsAe►M 2 OW#J.l owl CPA <� r� ueS� �I i REVIEWED FOR CODE COMPLIANCE FEB 112005 City Of Tukwila BUILDING DIViSInN , J 031 c e Ju _. w Z. 3 ; 0" Y - __ .. Q *1 <-- -.c. <.w.w +a• — ...ter+ o 4 `� r - WWI. (Po! a .� I 4) A fv 0 40100- /c.45 ^OON . 3l.."44V w in 1 0, door IF mold i REVIEWED FOR CODE COMPLIANCE FEB 112005 City Of Tukwila BUILDING DIViSInN , J 031 c e • - Za< war- f at i - 1 '�� �! � y • ` 1 ► •._ +.. ti. r. 1 ` a a i � w tir `. . '1 � a - i `� �► .. „�,,. • a ♦ . ,�. + s "'� � �. 4' 1R Z ! •.K�.r aw- ! - .x a.. - _ _ ! �- r �. � 06. ism I _ OF . - Z nr _ s� a Ju • - Za< war- f at i - 1 '�� �! � y • ` 1 ► •._ +.. ti. r. 1 ` a a i � w tir `. . '1 � a - i `� �► .. „�,,. • a ♦ . ,�. + s "'� � �. 4' 1R Z ! •.K�.r aw- ! - .x a.. - _ _ ! �- r �. � 06. ism I _ OF . - Z nr _ s� a L FOUNDATION PLAN 1411.011 5 4 a oo ell % lb F�� t oo VJ OF'r Idlib IMF-- i '= / A . sT ST W [D d J 1L L,-� 51 5 �I. LFGE SID : Fx -X lSl X (E7- - ) DENTOE Y ALL AND NALL r.' X- X MAIN FL SNEAR PqALL PLAN 114•.r 1 1 FL ABOVE RCN N � T 1 ( f ►r � pe cEi r �o CITY OF 7 vW • '• -� -g `- ��. r • • - - - - _ -- - -- - -- _�..� ...r... .��._ - - - - - � -�..r ��..r� -. ... .�.r +�.s..�� -��.. -. - ...�..-- e_�`�► ��..1�� '..''- i...1 �ti.. -v �-w .i •�...rr�, .mss G5l6 -R (TOP 4 DoT.) G51(0-R i Ll Q.� `b �J LE Y FNI; • Px -X VENTOE AR NA.. � AND Y���� . :`',,C _ X l'! -b UF>PER FLw SMEAR !FALL PLAN Y,4o,,, �I � r� 1 I • l t' t i r• � 1 t *. - I- 1s , i �. ✓ ♦ • �� ob t1 i f ~ • �• cr"py of : Psce. • W r � ` ! .. L T CENTER - M .._ �" -._ � -� -- .. - +s - w - � .� i` _ �► - -.sr �.: _. _ .. _- _�_ .... -.. �.- ,.� _ - ._..�s� .o.�+r.a, . ..� 4 i - - ' ? ...� .. _ _-_ .�' ..a- � _` -z"�. .._s�_... .x..171. �'� � _ ' � ...•.1L'�- �.. '� �►• �.--� �..�'; .. - -� - �- �i��. v z SHEAR WALL — � PER PLAN HOEDOWN �\ PER, PLAN V � v. 4ae a v A.B. PER SHEAR WALL 5CHD FOR51ZE AND SPACING, UNO 4" � NG . SLAB 1 #4o 16" OG (:2)#4 V (:2)#4 ROUGHEN 4 #4g 18 ° —I 6 ROUGHEN $ GLEN G 11 1 GLEN O G ,h O 4" DRAIN 7 ._._ • rr ...._.... 5 SHEAR WALL PER PLAN WALL PER PLAN i-IOLDOWN PER PLAN od Tai NAILS 4@ 8" OG 16do9" PI -6 WALL; 1 6dobil PI -4 WALL; 1 PI -3 WALL; I &do2" PI -2 WALL; I &do 12" ELSEWHERE 2X RIM (I 3/4X L5L FOR TJ I FL), UNO — 50L f D BLK TO MATCH !- IOLDOWN STUDS ABOVE FL J5T PER PLAN FOR 51ZF '` A55o48" 00 OVER PI 5.N; A55030" OG OVER PI-4 5.N A55020'00 OVER PI-5 5.N; A550 00 OVER T'' I -2 S.N; A55@5 OG OVER F2 -5 5.N. 0,_�j r STUD WALL (SHEAR — WALL WHERE OCCURS) SOLID BLK'G 5,do 4 OG A35048" O FL .lST PER PLAN I 1 k. F L I`` I L ?M% IN FOR 51ZE 4 REINF. I(od@) 12" OG L SIN6LE 13/4 "x L5L RIM JST IOd TOENAIL 05 —WALL PER FLAN Ni cr *;P , wk pscqTvjz Y OF %! V V _ _ c V r � PER TYP FT6. SEG FOR REIN. (3-%4 MIN VMT. ALT HOOK 0 50T) ;=)I _eon i Imp HOEDOWN PER PLAN A.B. PER SHEAR WALL 5CHD FOR SIZE AND SPACING, UNO 4" GONG. / SLAB !"9 10 em T A !"9 /1 r`_ T kN Iwo \ ` "' t C kD Z Z Z W z r,+ L r16, W V Z Q� E 0 J H W Q 1/15/2005 M'd i .'��.... ~ � ,..�. i - ` -.ii.. ":.� � � � +..��� ...�__ ._ .... � -p . ... � � ...- :� �.. .� -� a�r.►�+- �+.++..�. _ � �� �., _-�� fi.,�r ��,� - -- mar �l _ 1 � J .�. ��� ��. - - -- -- - r - -- — -•� -- - — - --� ---- -- _ - -- -- - _ _ _ _ _ _ _ _ _ _ - •�� - .�. _ - -' �'�.�. �.- ����•C.� +�w��� � ���� +_ . .r�....�.r .+.w�.r� � _ _ _ _ �_. _ _ _� - _ � _ _ _ +.a _� •Y�- _'w�'� ��� �..- .n'l '-�..�'- �"��.�•'M- -_ �.. STUD WALL (SHEAR WALL WHERE OCCURS) 16dc� " F I -h ^ALL 16d�6" FI -4 NAL.L 16dC�3 `' F!-5 !^TALL. 16692" PI-2 YNA! _L.; I6dg 12" rL.5ENHERE tl PI -(o, UNC HEADER PER � PLAN HOEDOWN PER PLAN E3M PAR PLAN GABLE I I � AND U55 I� II 0 0 c 0 0 a N i _ i� M5T48 - n-Q � t (BEND 0 BN1) Ibdc�4" OG 12X 5TUD5) lil SHEAR WALL � EDGE NAILING ly I� SHEAR WALL PAR (� PLAN I&docl" PI -6 WALL; 16dg6" Pi -4 WALL; Ibd43" PI -3 NALL; 1(od@):2" PI -2 WALL; (od@) 12 " ELSEWHERE FL JST PER PLAN rwIlm-m- (4) I Od PER BLOCK (Od@) 12" —� O.G. 2x4 BLIG'G w/(2)I(od @) EA AND 2x4 DIAGONAL BRAG I NG �@ 48" O.G. MAX. /(3) 1 Od TO BL K' & 0 0 � 0 2x ---J BLK'G 45 MA; �----- T RU55 PER PLAN) CONNECTOR STUD NALL (SHEAR WALL WHERE OCCURS) HOEDOWN PER PLAN - - STUD WALL (SHEAR WALL WHERE OGGURS) � v MAX. Sd�4" O.G. _x �— 2x4 Sd�4" OUTRIGGER 1@ �O•G- 6` O.G. MAX. BM PER FLAN `— TRUSS �R }ALAN 2x4 MIN. LEDGER TO EA GASl E TRU55 INE5 HOLDDWN PEI . ^� T I ^. ^ , x • 11 - • ^ HOEDOWN PER PLAN (SEND � BM) SLOT HC FL. ATE F HOLDON I iL :. r 1:21 a ,..�- Un_ A bob -oho a.. - -A -,-. - .- r-r..7►/e wi r arc - - -s ,..,�,. . _ r �.� - -- - - — .� ^ - --� .- r _ ,!�^!�- R'�► . ... T"' :.i' - !" tea. ' 1�- i► -. -- '�T' �''f : was _ •�� .. - ._ -.w_ - - ,��_....�.. - T - — - - -� - - - - - - - - �T *LAN fAtND =ER N . F'h'7eR 4y is- t , z f S o N H W Q 1/15/2005 v z z� w z w v z Q� v� I s 011 CoDt i 1 v . •_ L . F'h'7eR 4y is- t , z f S o N H W Q 1/15/2005 v z z� w z w v z Q� v� I s 011 4 1 STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE L OCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATAGORY D (SITE CLASS D) FOUNDATIdIVS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS (WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOO T IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THA T BO TH TO AND BOTTOM OF SUCH FOUNDATION ARE 1 c V EL. CONCRETE: CONCRETE TO ATTAIN A 28 - DAY COMPRESSIVE STRENGTH OF 2 PSI, U SING TYPE 1 CEMENT, AT LEAST 5 %SACKS PER CUBiC YARD. MAXIMUM SLUMP IS 4 MAXIMUM AGGREGATE SIZE IS 1 %" REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WIELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2.0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE A CCURA TEL Y PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMIENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". (WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED. CAST AGAINST AND PE'RMIANENTL Y EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER: ##6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 112" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS 314" STRUCTURAL STEEL: ALL STRUCTURAL PLATES AND SHAPES TO CONFORM! TO ASTM A36. ALL STRUCTURAL TUBING TO CONFORM TO ASTM A500 GRADE B. ALL STEEL EXCEPT STEEL EMBEDDED IN CONCRETE SHALL HAVE ONE COAT OF PRIMER PRIOR TO THE INSTALLA ALL FERROUS METAL ITEMS WHICH ARE NOT TOTALLY EMBEDDED IN CONCRETE SHALL RECEIVE TOW COATS OF "TNEMIEC" PRIMER. ALL MISCELLANEOUS STEEL AND HARDWARE EXPOSED TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED PER ASTM A -123 WITH 1.25 OZ. OF ZINC SPELTER PER SQUARE FOOT OF SURFACE AREA. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1, AS APPLICABLE, AND BY CERTIFIED WIELDER. ELECTRODES SHALL BE E70XX WELD WHICH DO NOT CONFORM THE APPLICABLE SPECIFICATIONS SHALL BE GOUGED AND REPAIRED. ALL BOLTS TO CONFORM CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL !VOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTIOIY AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN (WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ,A! L SAFETY PRECAUTIONS A ND METHODS., S, TECHNIQUES, SEQUENCES OR PRO CE'D URES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVI AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SIT AND /OR FOR ANY HAZARDS RESUL FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. SHEAR WALL SCHEDULE (NOTES 1, 2, l o) MA SHEATHING; 1 NAIL NG BLK'G OR JOIST BOTTOM PLATE TO � ANC BOLTS (TO � (NOTE S 3 & 5) TO TOT' PLATL BlXG OR JOIST CONCRETE FTG.. (NOTES 4, 5, & 11) � (NOTES 5 & 12) SEE GENERAL NOTES) �- P I - 6 3l8" MIN t1 6„Oc_ . - �-- -_ ._.. � I ~ 5 !8 " 0�l% 4' OC - - I' 14 3/8" MIN d t 4,. OC ! � 8 „ 04b Y OC 1'1 - 3/8" MUD 8d t 3'' OC t�,�' �,� _` -.'o ,�i /8 ( p 3 '4 OC (N01'£ 7) / DD jF7 PI-2 i 3/8" MIN 8d (u� 2" OC a 5 8 �I)�� 2 %6" OC (NOTE 7) 1% Fln-L �fv Y, V, . . . ....... P2 -3 3/8 MIN, EACH 8d @ 3 OC 518 00.1 OC (NOTES 7 & FACE j 9) P2 -2 3/8" MTN, EACH 8d @ 2" oc 5/8 " Ofei l%-3" OC (NOTES 7 & ' FACE 9) G2 - :� 112 GWB, E A CH t 5d COOLER @ 7 OC ; 5!8 0(v 6 OC FACE (NOTE 6) UNIBLOCkED i G24 1 /2 @ " GWB, EACH i 5d COOLER 4" OC ,� � 5/8 " 0@ 6' OC FACE i (NOTE 6) { UNBLOCKED HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1 > 15/32 MIN F8d @ 6" (NOTE 3) UNBLOCKED ' A ' a � if 19/32" MT's 1 Od @ 6" (NOTES 3 & 8) UNBLOCKED 111 15/32" MIN 3d u@. 4" (NOTE 3) BLOCI�'ED NOTES: 1 ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). ?. FRAMING STUDS SHALL BE 2a HEM FIR_ SPRUCE - PINE -F[R OR BETTER, cr.16" OC. U N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FR.AMLNG. U.N.O. 3 APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INI TERMEDIATE FRAMING MEMBERS. 4- PER SIMPSON STRONG TIE CONN=ECTORS. 5. CON' WON NAILS. U.N.O. 6. APPLY TO ALL STUDS. TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AN NAILS ON EACH SIDE SHALL BE STAGGERED 10. UNLESS NOTED IN DRAWINGS ] i . OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS @ 12" OC ELSEWHERE) 1 Sd@)4" OG :2X X31 TOFNi FPR E 15 11-0 1, (6) IOd -� MAX . TO E3L K'G 16 (::v Sd @)4" OG 2 x 4 0v "R 5E C� SAX GG I A55 i@ 45 • Y IOd TOENAIL bu 1� ♦ L 1 Lft PLAN 14 ti "I Zx E3! IC'CG 2X6 5LK'6 IN/ A23 CLIP EA END +� I PFD PLAN 45 M, AX li odob 11 COG ITOENA 'I I R� DIAC-70NAi. 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"�^� �' , f ' , " . •.� •.rI•� -. {rim•• `� Y .. •� ♦ ' j • t ( .'011 l t NOW If J . f }I air ! 1 1 t +! r r � 4'. t f w •' t• 1 au •� _ r rI - - t , o"s IL , fr l ZI l z s saM: Name: REVISIONS , BY DATZ t s � 1r1ot Sheet c�, , fi If _�w .1"/ C3 t TW@: Far: �-� •-� HOLLAND DEStGN Jobe 12427. 1 6VIh AVE S.E. t RENTON• WA 98039 (423) 228 -3854 • 4 . w �,rr,�rr■r•�r�•� - - - t 11 f • i • s • • If • it 11 0 • 0 S • i 1j i 1 S • i r. y 1j i r. y IL i.000 ti • s �7 � � � �• � � �~ � •.� r v � � �. , � � ��'��/ J � ' r � �� �,' i // �( r 4 . i 0 00, I N or eq/ or cz-1 j4 -ool it It A.- v If & 0, dv oft I �1 r ' - {L/ r _ _ l it f % r 44 � • I AM 10 X4 r k" 4 7 7,01 Alm a . . - •- - - •.�� r+� .•�+_ ' -_... �. _ «ar► .- .._..,_�.. ... _- _..._r -_ .' —r►+. - ... - �.. _ r •�-_r _ _ _ `y ll '�V/ I «� ��� �� � � � * • • • , / �� �,�• . - , - � �.. - - _,,.•- : s. ^-�• �, - l� r - ��. ' �,� ' . .ire - � �+ �it� N, . v too f AiA- '91 Ik A A 7 _ , r Joy Ar /I Al t s_ -410 qp I -fto 6 t .. 4- Of 774V 4E-- iAr FAM r Raw t t7 � , t., La > rN 11 1 40 .O tAILO 56o4& -(� \ iii Aie mw Ow dole* r / A:�2 C w rte" a rr"K410r Ilion Ago— or Qm� mows • i v l� � � �. � z '� S '4L 4.4 Ila &OD • w . • w 1 Isar • +waf��ram'c F'�e. �► �A a r e j t t:�p hargc H1 I a TIMSERSTRAND" OARO 16 1 14 T + - Fr 5t r►_�.�, �► A 3 M1lft hMMt A'YIItIh jo b�iwa at ends T J L;T rA#xj PTA � �•- ng is OW ' �. }t ��' �( �ci ' } 1�. `�. +r j , ;'► z'' tJ� is .�1� required but PW Akxw ' each !lack of 1,. f* yt at Via" I1!. l0i4t5 "%J'44 #t be latt.4Cr � � t,�i �-� '"p�" . SlIppwws mw • �, A1N11R1Lt1'1'� frfNr! cnd to miner ZC cantilcv or and and tic try�rx.i►i�}t, parrov.iy, hmwr-5 or dim.t a u. *- hmerti s.� I � • Co a rim i (oard or r, joic t r Al • K may need IV ty ' A f +1 1 H,,q ei I r. '4 11 ^3 1 . r. 3 t a .MOM FINER ATTACHWW • LL L T j Pgo a SO � 7 T i • Gsp: ' 1 W �b �is�r meits►+t`at sett !� iatlu,� j ,rrrr� tai+ ►� _ ** Of w .PS 1 or PS 2 with Awe grain mr6cal .A (2) 2x4 comtruchkm or better f I RECENM FEB 4 2 PE'�wT c8aER 4 Il v Z U � � 1 Q j . � f N .I1 . N < cis 40 � 3 N z cc 10 V _.w a, . +► r .Y "'.-s r ." _ ►'-�• �/'��� s a tee. �- .��. ...� 'rtit�- + +�� +..r- _...� -.. �- .. _ �. ..- .�- .. .- �.�r�.- - T r'TL'��7► _ �! *�'�� .ire - ��'�T•C�• f :.'ice +..ti. ♦ ��..�":�� ��..�'. _ T .. M _---'� yam!• s_ w �- �. _ _ _ _. _ _ . FINER ATTACHWW • LL L T j Pgo a SO � 7 T i • Gsp: ' 1 W �b �is�r meits►+t`at sett !� iatlu,� j ,rrrr� tai+ ►� _ ** Of w .PS 1 or PS 2 with Awe grain mr6cal .A (2) 2x4 comtruchkm or better f I RECENM FEB 4 2 PE'�wT c8aER 4 Il v Z U � � 1 Q j . � f N .I1 . N < cis 40 � 3 N z cc 10 0 a to 6 • • �I � i l p I ;Ck r tr I f P I t mowft. i A)s wtv p" P 4 /1 OV OPOP , ) 12� rk, �' 3o w w•• • ._ � ". � wr ./.' - - - .a.._ r... w.. ••r• +w••r ..w w.--�- r... -mow. .,� 111 -- f .. .— �� , 1� -� _ _ 7� � 7b? �, !�� U- 36 IL , •�/ M I M +wl..._ ..r+r M.M.. .• _ .� +. w ..� .� . .. -. •_•�•-•.._ ��- •w�..._��M. �•M�.�.r- �.`__YYrIr M'_���.• SOW '. �.. - _'� ' "'.►`. ..ter. w �.... � ► . � . � 3 �' � � �. _ � r_ .�.- � .3 35 :zjf wv. OOOC� f zoo 1 5� 7 l4k_ I L. 0 l LAI 0-10, 1 00 4 62 to 0 tLo t Zow Iwo coo I # 00 , 78o dO7 3 1,4 6 J16 - 1; 4* Oe COD z • t AR KI-.5 4p 41 �.. -� . 001 0 ac z low- V*i Vxf �4 f D A 2 1 00- ECEMED rw Tlapft 44 6410 r mom 2i ( . F EB ow eZ PA,( ~ Z 0000 12 _ -� 1 6 Jib Or 4000- tj 01. 1 jwoor),. A Al q t Ool' r.� J" E71 _..e ap rove a P hall not a ch mod if ' ecf or a tered without authorization from th • t' �e 8ullc�in C�ffl •ial � w w t he ap p k b p �o to , a on the • . IOU, I -` Se!Ltion 106-4.3 U 8 CEN FO U N D A l I + ' if -11 ITA tit •f_ ,ti� t't. t i� l,)(�;'�11 is s roil a tai a s t'r7t�'ti�rc' *�,r l � '.�irt � 5 je'e''�i► i =/r R'�tt- ti. �'1��te* �.l ��sr�t s aCe ��� u ��'' � ; "attrt Ctt�Set s tool i ��1 c.��': t,1'� �`ZCtc•� ~. Cu and I' t Support �� )1uiT�itS atac� p li_'► � ' j � t p � � • . 1 P ost s � t c. � t li on c" on .: re to or irt�► or c'c� /1 . ,13�1 t�trc)t�r1d; . t� �il��t cv r�t jjrtr�re�tt�, riv et:;, r�all�, stvr� ;fie or sha icx:att_�d ir1 a r�L���r sPac� riot le?� c��1 I; 3c) inches in wi�fil�. With clear nZasonr�• floors or dec C.s ex sed to the weather L�r to water sty #ash car in ba �-- a tt;'t�t r s�j� �: c�j . at� a?I :qtr trrc'tis, art: l2(Tl r't��t� ;s� E .'rt'cl ��t�l!1t�x atj E'. I�c'� 10?1 ;1�e ;;1 frofi# 7f Ole stool) Of flut it`'�ti than .,;•'t it11.'ilC's. line -fits and which support perma st uctUtE'S sha►I! be s uP�orted bv con- cret a p iers or metal ped estals p rojecting above t1oors uruess approved • wood Tuh Shower 't�1�'all�,. '.�.'he,r ��, ;��;�,r ' u��'tl .is a Dase }or tile or titi`c�e� r :.ar"i of :�at�l� - a; r�- �5ista��ce to decav car �reatt��� wood *is �:se,~. TI)e Pedestals shall s _ �L ?r tit ,�, tih��wer or `ate Ci0 ;i2lt COITI "cir "ne t� a��5, 'tr�'�tc'.� "-rE'.�t`�ti�n� '�'�'��St41 p Ct� ;t'� t of least 6 ; nches c�b0�,'E' £'k � ?t' >f':� t�:.�r��l and I inch above ��.iL �. .a��,�r, ., i�oatc� sht I he ,.�►E ci. �� .,ui�a, �,� f '� .at�� t� a11bo ird is rwrmitted 11 n r floors S txt,..: �n 2 t�BC. a � :)fi 1 1-,\ lyf` )ern aLkIl �t tI1 ties tiN� - t10 . I Pa nel-,; - . v .: • > - • ;���� or �tiIa' 1 III uti �t �r �� -al: Zia i i:: �:,,I" k �.jas A"J 'I: itlsta eld �n accoruanc v dh i ls. l:�tatl�c•;�� ��nsr ant] tc ri _ ► C OM P� nts rnav ha�,t ,a c•ei f ing heleh t of nt t � �,� - =: �.. i �• ; `_ �•-� l �7 n 1 with �I able �._ - �.., BC �1f�. under - floor Cieas•an+ce & ace: s. ti'Vh w�o ;o; o the 1 - lottom of `ti ?i 1 � ' �a 1; IaIt 10l%o �' 7t 1 LJ�� 6o +e `r: i �Il` L'4� ?;T%� � . . � _ _ woc��, str1.�� �.�r•�t L�urS w�ihc�ut �ot5is are :ucated cic }� =e1 than 1 8 Inches (457 � �^•� i rr •� i • G L ��•Rl. b t -,, i�il i Ll •T l�.. �� =�1•�� E�rS •`i �1��•�1.��41 ll♦ �t~ ��l�n Tl/ �i�l ���� ( ) ij ceTitt)!, ► r . L ' f t � �• , • • 1 �ztc,r- rc�4.ista,�t ` u► ��SI 1�1 110 : � i.:� lid e f o' t: }titi in:� ► scat ions mm) or wog %d evirders are locatedcloser than 12 ! nches (305 mm) to exposed A to o (� � Cel I t . 1�� i�t'l `` C `.I � ! h '�.� � ` �i ` - +';,� ,;~�� �1re orr�. of lhe� e .m�`f�� e,�PrS`. �1c . �t L ti 1 � ; .? •t _ , Yro und in crawl spaces or unexcavated areas ��a .,, ithii: the p eriphery of A�'Pk i) P C) �►e'ta Oed11) Lf'1111n g 11e ii b# - are s �`� _��I at 48 :r•�he5 or tiiore on cente. ce�lar� T > .• �� �r ., , - • P _ f , .•al �N er �� �t car 1�..��r� t_.. the bull',: � toundation, the floc_�� a.ssembl �, includiri� posts, ��2rc�ers, foists C» R '; �� j1� f � `' �� ♦ `� + , l 1 , s , • t �r `1 • : ".3�f1, ♦l :In r 1 I i t a ♦ ' f f� 1 f • a • ` is a 1c . t t �r_c rrZ c r tr�� sUi t.t t t_ t �. , tt .ti ii ri 4 >» . 1 } t � ► {i�1..1�ti�4+ i� S . �. S.�� / 7:�" ` Y r 1 ." �� -� . `�,..: �,,..t,: ash �5 j a�, steam rc .,... „ u .. ��� }r �ha!1 app «ood of na 'I ��_ • }'�3_.�c•T:�:+k' ,c� `�e� a� as 1�5tec.. A 2 0 t 10'% 91 ' . _ ► { a ti ti .- . .., Z- , : �.v. j arc' ♦ �\ I t ^ + • r •11f l • i•� * •t_ l�l� a _ 't t.• l: i�_ ��� =. I l (l • . 1 1� t�l�� if ��l iC. ICc a1 t l or ey a",k v U BC. c c n� n Section ?J10t ? .4, X-0 L� ?* t I oz-. �') � r. veilinns ���her trilame cc.lacill�_ C \:0ed 2 in�ht s ►n center 5ec�tion •fir► «r► -. a..a...- ..n.arr ..b.._ rr•. +....+ .. • `. �- , , 1 , Slo p ing 1 _ �• :� height 2 ! 2, Ll BC. hen he ahoy - ,v c-(.rn. 1•n a bU 1*1i' d' ig l aa s a %cei 1mg, the rc _%.ribed ceilina r � e under #loch l.learai a.re required, the ii,�c:��r -door area shall for the r�:)o I is r ec r4�� �n oniv o ne -halt the area thereat. lNo p ortion of the _ be accessible. Accessible under -floor areas s �'►a1I be piruv* oc -d wctl7 a �nrrun� urn 8. Foundation and Lateral Pressures.. Tbe a !lc-wahle foundation aria' lateral i � ;.,� -�, tA�'� �v r" V_tt ,� �� I•.r`...••.,•� .� �.....:..,,. .... roon� Ileet�SL it'ti il��,Ii '� tf�t' I1 "l'1[l� fi } �e itt� iShPlj t l)tlr fCl trlr fi n1c.IlNcrt ( -at '2 �,t�_ • ��1 r , . . LA ! , 1 7 ( i •/ r • • • • L b. • . v o i ♦ 1 4+L i ► , %. r 4 44 . L ♦ aAJ a �.I V ✓ ♦ %a* ♦r • `. %w4 L' �� ! k. V `. in .able 18 - 1 -A unleJ's data t ' _ r� � �� �- _ a a. � p r"tp-sure-s 5 t�ai1 not e�cc'eec� the values � yet c�c• *.h `' unless - o �l a access o t nin ..hall he � t e 5 "lai Lie I1L uL el, In a r�l�►` Cott s ��utiation of tile minimurra area thereof - and sim ilar c onstr uct ion . A ll under - c or c ess o c.. fec l st:hst n*aate the use of n ;gh r valut:s arty sul r l ,t - t +c'd. Table ib_j -a ma be Pipes, �.,, ,., -�"�., ; . be :� d s creene d �� co Bred. ducts and other c; t •s�.. ,1C ; 1 J • � , .:a:: rj.1. ,nterfere ; 1 1 11 / •1 • � ) (� 1 71� Z ! ' 1 ii� r de V o �n �all� ! 1� n I`� C' l'G1 1 r 1" , M 1 . �• • a= -. �t t. / r + ' �+ 1 1 •^�a- [- 1 • 1 • . ♦ ;�* + i �• Y *�`. 1 t • 1nC T� r ` � r v a r. C •'9'• j t �' 1 �_ oc t i . r -_ _ ,� ,lt ' 1`•� r E c :r ...- or t�c 1 t - u tr. , a \ . l a t r a_ c t ♦ l : L : • ` • • t.• 1. �� L • 3, a i ! �„ l F t -� 11 i ► t ♦. ' . l ! • T t L "�. `► r jj i �]� c ti �1 y {� r t 'thi n +. . f ' t� •.) r �_ :l S • r r (� 11J� 1S lC. .1..L� ld �i ll% �P 1'� ' ,. • t' ♦ •. ♦ t = L " ' i� ) �•♦ i t + 1i �•• lilt - 0 t'��` 7 {1j r 1 j� - .� l• c . L ..: ►._j'4:f� �r� • .I: :l _`��.'..�t1 •► 1E. :1�, s�� l.. L� :k' �A k ..�.�,{ t ?C +; t ;;L,�,i •� °� +�i�l''L�• �'Vh1t.� �tr� �Tl`:ilt1 �'C� J �. i..i�� _ j less _ 'o rt l_s . l'l T t �.. 'Lis 1 0Vtiri �� �v' ; tIi It o ti � �� l ` ` t. 't S tt _. f r ee s ` tea`} �. 1, ; ,~ -, 1� .gad f :�3�ar� �, _t; �)�L1tI� � per iirle "� tc)o - . i �...�' to an c. i _. la fed footings wl th loads ^ t less tha *� �t� ,�� �� - � . _, - , pt. und-.• 19. Crawl Space Ventilahon. Crawl s ace �Perc�lat�o� :�inirnurn net area of L I G H VE. TV` ATIO A t 1 w yl'.�. c E �'c) F {fir ' aCh �r� ,ua:-e feet i 1 � ''" .alit r cl'i i �' l + r' t r�� ` �C s il be ILI Se*c hke-3. ns 5%f X 3 0 04-3 402 L� :�i1l }Ly'L ��it' i�L'a�'"?Ti;7 TE'sSlil - t'S �I'C`•� } I: f': :'� 1 :����' ,� -j',' -fit 4�':a�; ; -N e . %'1r ld ii'i ' located - _ - . ' -Ti 1 t a� cl ose to comer a p ractical anal 5l�atl prt i v ide : ve ntf iat.c. n. The , • 3 a 1Io •a bye �►fr�'S5 l ess -n icad Como r •a e� c s et if ed in St!ctio . • ,,• • • . EXTERIO OPEN" "G,- . r _ };• traturaT light grid vent ila t ion SI�aII open �irectli� �' �bl?.� �bC. o e nin � shall be c ©vered with one darter inch cor t�s�a�.; res�5�ant ��. i re mesh• v onto a street or public alley or a yard or court located on the same lot as the r Sec tion 2.10b... =8C. ` z E . . - • Siape Limits. but siopes zor permanent el xcavahons shall he not steeper g. For tj�e p��rpc�5e i�� aefer�ninzng light and ventilation re�,uirernents � -. . � _ ,�. _ . - than 2 holrizontal to vertical and s!c_ rels'er Per tills sh a t! be not stee pe � n1 ro ofin ou atio�n Wal Fou wails enc :l i v base- tiny room may be c.o•isi erect g as a por� of an ad,�o:nrng T ow n when a ne malt � � Da pp g F oundati on .is � os n� a • f":an 2 hori�orltal to 1 vertical unless subs data sree ,er - below finished the area of the c c. minon �c all is open and unobstnicted and provides tiff _ 1 r �-jaL grade Shall be dampproofed outside by a raved rr� lc.�s are 4ttbtYilt�e�;. yeti �a f • Ply e open �- • -1 l` Devi ation ror the foretTci:� limitations for slo es s hall U BC. p► •,* t3f Prot less than o ne timth off' the floo area of the interior rovrn or o. � - � � P ods and materials. Section 1402.4, � i e rermitt� onlc upon the Pretentar�Lra of a sail r ove s ; o re eat, zc hichever is eater. Section 12.03.1 UBC. o` r t•ganort report accept- - al.•lL c the bullc.inct official. . - F RAMING ��. Li• ht_ Guest :oorr�5 al h bitacDle rl�ms w ithin a dwellin u:ait si � - - - - • � � fi = (l. Setbacks from Slopes. Foundation setbacks from ascendint 7 a nd descend- r v ��= r Y` t� - f e�cter2or dazed o ryzn r f• f� }., ate area p. o i�....c w ith n atti_ a� I, �,f�t �, rnearl� o �., 4 -- :- ,r •� .,� -r ra(9 slopes shall c - ompl y W. -tn sectle 80fl ,,`-1 �: �C. ��. Qua fir• Ide ! >� : • 4- b r -� � - � t�... •.1n konc. ��i:" a t�: t: st.. �_i�U♦ area lit such :s '�iTi'i5 'ith a 11illii�a��:l •. � !� �� �Ls±t��er, �J9�'ti'1�1��t�. •� ' f�.. iE'..i�;3. �.•, ..'� ~1,I[..�11ra! �� souare feet. K it c h ens :n -al b e Provi with artificial fig ht. :5 cV, )n is i)3 2- glued-laminated timber, end- lofnted iumber, tibe ::;;e a th �l"1i* (when used r r '1. Footing 'Dimensions. N,li1 6M,un� re u;:eia�en ; for xoun includin stTUCtura }lv� hardboard si i � , ; p - pbles �;� • ), siding (when used st : f v). � t� and re gu � t f... tt) con�Tete p.�d.:. r, aCle o. � ' � �L , �t_ - lat y this c ha ter small cortforr�: t the a licabie �: tanda: j.�s or ad�r. gru let� r�± -; ied in the TBC anti shall be so identified bti� the c it - . 3. V�-ntllation. c ",�:e\ r'.� ^�?�>; Ord F , c Ib 'tab le rot)ms with a dwe llin; , unit 5l"a1. - 1 ,. e mark or a l.ertif� bo } - �� ^ '•� t •� I..:. Minimum Foundation Wall Rein��orcernent and Foundation Sill Anchor- c�::e t�f :ns �'t'4.ion issued b." a�� a rov _l a Ti �': _ r'zd el �� a il iiarti ui �1 ii:t�t:L i �.�! M eaflb Cif o tha b' � t s \tcr ���i ' SJ�i'�il; !},�� p p e �... L 1• - _ d► r•` IL ` �1 a,••• , �, �,.� tr��.G � , 1 r, �„ t• - �s� � ` �f �, ��� r F � �,� . -�, rf, •�mc t age Requirements. (Table :8 -1 -F, attached � � • - � • Cx ,t) �_ t_ I �a •\ i 1 .tJ t �'! •< �'l h 1 i� /� 1 :7r` } - • ? t ► • { t •' . ; ) ' '� ✓ ' i • ✓ f `_: A S J I J,' - � _ `� ; "];�^� 4 -C , , '� Al ! u rn � j L.. i t i r: - t L.•�? � i � � t ' �1/ i • • ` f: . _ ` L! rz y , . � 1 o(-" L.t ! l.1 pules T q u I I'e� l� be t 1 �'�l C}C�d u h er • 3 s r _ - tior: ?3') shall to idea fjed lr�v thc uatih' ., • • - . i , b b1td:,ameterjndsp �,,� _ r t?1-.. k o t .i i� 3 r • p r� v E�'�,.� i n S Ln ec t' t1. � .. _ • . � - . a.l ac::n for t•,rt� -stow raid �y floor bullul . �, �irgs 1. t �. y y • • ; : , . _ . (' f ) r • (1 !' - . ; '� ► t • }•� r• i ' t �' . ` - �-. /'� ; ;'• ! 1 '� 1 - - 1 ; ( • --. - . , Sec : i ! L .. ." i t • •� �., t • • J L ♦ _ ( X - •. a t ! ♦ • L. 1 - r • • i • ,^ 1 - 1 .i i V ` i i • • - . �. ♦ 1 .' _ _ • i • 1 L �..j a �- • l • ♦I _ - :ngs S ate . s eti:tficaily des :,�r�ed - ii 1 1 t )T"t m t is �. ..� :��� •1 • t-, 1t • �� 1 • r,.� - - _i��? "o i` 1 c.1 ai l i' J • b � �_ ' i�..4� � _ •t Sh�i�� � ( �1 �• 1` . a Y .t_♦i4 .• �j� ��• II _ � 1 � - �' Plate was a : nlnsrnum of � X � x 3 1 b thick shall be used on .. t } -�. •.� Corr -�•, �- r a . ., a..... ra; ne Na Frame na l 1 tt bi No 2.� 1 • B,. � 3 t .,t �t. r ) i ' r r . + t t Z f ..�J. UB(' tI� to L L i laI'.C� 11 i c� t' i i • t• • 1 . j 1 f . A •- - < t� S L , • • a i �. - vi ` • �/ 1 l . a.s • i �. Lr. i, 1 i 1 l ea� • Sect on 1 _ _ '�� i:' ' ' - i {. l �' i :.. � 1 � i �L`�'f her 1�` o f C` !-�t' �.- ,`�'.- -� •'..���� 1, �?� a ttc : -- ' �i - . a t - wood • Footings and ♦ i i • L.l �. • - t a a . - _ 4. • � i aJ • . 1 i ` 7 a . 4. } 4. w.. aw l L/ i s s. \J � . � , L` ism � • l 1 Foundatiam. Footi and foundat shall be cons tructed - : - j t_ 4 2004 of �. . G .rders Entering Pv �sonry or Copere Walls. Eridtll- , F wood ? rders en , _ rnnry, ..oncrete or treated �ft�od it i Con with Ivis�on l I and t ., -, �,... , . - -�;, r i r< :. j ,.: �. r _ _ r� 1 - ,� b elow _ t e f i' - � F' p 111'n , rT~ i .3 �' r� C �. �.= .-r f ` 77 1 jr i :. . _ i �.... tt,. a • t `` ' `t ::�• �. r`�r C • �,�� � "\ tl ; 'C fi • - � i� e • • • `T , at -1 Shat) ex\en`ri .� .• � � • • l ..t • ► o , L a e�� ti7 ���t� � •.�j+ . 1, : : �? , ' "' the f root line. x)L i n gs of concrete and masonrti� shalt be of , v.. _ _ r ft. ; 6 • >� 1 S - �t r jfi l E� j( "� �, S C� trltaS :1rues ap r , )vr%., �ti ��t , •. :L.I s7� i t'sijta,�nce + r _ �.j C v � � y.� ��� /� �• sc•�lc� rt�ta ter�al. Foundatiewn su orttn� w shalt ex tPnd at !p •r . _1 1 r • ~� �. a ) t`� . J t� \ .�.j 1 l l • a� ♦ \ I t l i C .-i i tJ • : �1 I i Cl L ! i a + • l l 1 L • �1 a 1 1 • 1'�� Q� I _ f • j . j r f e � . P � � � i =t h �I�/ �� 1 ' ]y ` � � T � � � . (, • 0 � , � '1 / j„� � • r_ .a �- } r a , ed �ti odd .a s� d .-� . _ o n ._t� t, ,.. "�� c �.i . .:. I t -� : ...�, i a - �,� cZ/ ll.{ s♦ i3 . :� -. �ti ?... # ,� - , _ a �� �.'e �c�a`e t �• t sh a }� + ' de � Ci L u_� a.JL •_ lui L... �a• . t as ♦ 7 a \. a �r' • r i�l � 1 0�• /T C� 1 t� • + ( �, tiS lnji sic }. ^:5 ��f ` : ^,a� - '.to. L- =nisi' !�t;�aus� .�u :� :s Sh.�l: :c= rM•i:'ar� outside the L��.�lldi :� �catf =d :;�a' i -I �, un= a ^other :• a . _ _��^";*n�'nc'#ed �, , r : - ,� �.a _ r { _ u:: .�tttor "4. oundation Cripple walls. Foun ' �n c:: :� :ti .� � 5:1.31: ��e t.�u�e'd ci f a T"' '" ►- %P e. 'J * 1 t : i �' ' ' `` >.�i t t t.. : `. 3 '?•' '"� e f s ` _~t' '' ' t - ... 1� r 1 r ,. •1\.a ` V ` �lE • • L.♦•1,7n �':A_ 2. 5� ✓• V,•�C ir1� ♦ li•�����. I .• l r • st-uc s not less ir. ��ze titan the stiddim ar�:re t•• :0i: a -- i :►- ir:�Urn. IeA" t I of A, •t G t ' �, 1 1 , '� 1 ' ' t ^ 1 ' - 1 �J r cs * 1 ' ^. . ft. t • • '� :1 ► - '' 1' . t'a ri . et . o SC ! 4 :� t����t�.ire F x h z �.:�t :JU� ��1�I. ..117t," J I :dU� cuct - _ � - ! '`� 4 t� I r` - �-} ._ t pt_ � L (311 ��1 � � � , � +�• f t> _ �► .� ��_'\.. 1� ,r ----- • ♦ i 1 L �+ ` • t..t_;' e � • _f 0..i• ♦- • f :. ��� Z � ti 1 Z)� �.� � }.. ♦ •���C.� � � � 1• 1� `ha � f "� t t � ►� •"� r •f ?r 1 t"� � ♦ 1 s fall t M -1 tC , -) ti e L u •`i ,4e of t ie bull ' :� �.inL.A t` 1��� i,'c� �_� i � .��� '����. � V� =1d �� � 1 r � ` � l r • [ , /^ l • � �• i _ � ♦ � u.1 �.1 1 a , i a a! s I be a�3rnQd �r S udL nay n r �� f z '. me t� or �.i- a�i -� . mac•. •tt�� a 5 :�l thhan 1 [ lot it t) <<•rt �hat oe level o shat! 'lie ��e �t•�.. b t: - dr.::it :A :i.r • � - e • :�� ? } • l.�n : tn !• , U is so t�: } (� ' [� • • • y i ` , - rional sto . Solid bk k� Vr PIYW( ih - t i .♦ L+`� �}4U . a a 1.. \ ` r a� e... aJt .. •.IUC _� c l! f�•jL.� {..i` f•J .�t �`h t�.i� t�r�v .. l . f :' " t l ►� '• • t T� i . .' j • ^��� �' ,' *' '• ^ +t • l t �n o. ....i.., ft u...l�t.�r► err_ :eye :. �c`�.c.). It�b �. �.. bt_ _ f _ _ • ` �'`rr•Z•i` a = i7 1h' he� • � { �.�1 ►7� •i��t•"1 a. i 1t�•,�� •>^ �r; f • • .•f'♦�� ••• ♦ -� .+ + • 3 .� ' � ` 7 �14�V •}•• ll V l �� 1�•�•�L �♦ • Js. .. �. i•L�� ...'.r.�• ♦ j .// V V� i a ••C� .. •t. ♦a_ �a..i , . • a• a3 i. nc b 1. f, 1 .. ::e • eV or I1�sLaj :1�.V �ti .1I1 - heel 1� E Z sc E .. i i . a :e r v% 1 H C ._ -, -, _ .. , . , _ .i j l. i ;� �l1 o ,1��. ' G� �: Ch • :� � li t�Ci ��t_ • �1 dr�r�er I Posts ' or Poles. e5. �~t�rsl: .�1 �i��r _ ( �f ` .• �• < c�� C`� d�. �+ 7:'!A1 r� . _ • h • . �' ' '5. End Bearin . Wood member end bearin•�? shat; ha%-e sul ficient bear } C'10 Z S re ` t i + ;: li C t . s ; l a i i t'` ! i of c n. • ec e * o a � a s ti e. ' i o r: h ec� t o : , gas � .. � _ d �v i *1 ['far t � : L a _ *;� � deld �.: o n% . e'e a o t. si � � n t ; �e � a r' ; '~'Z� :�e ;.l Set: .411 � � • I, . - - Y area based n w v :;; ,, cr:rnr•e:- C'!clt�- c:; -- :�T ::c��sz•u:-�' e :�nac�st •lz : :o resat Bch j r ! o alto atste aloes for omt�ressIo11es to grain r �,.c..c. ra�� not e�ten� into a a .end .ateral loads. e d e "!h . to resist la•ea.:i goads 'ShJl11 be - . Nati • - Pe • f 'the -;u i t t. r 1991 edltio . 1 � Tables ZA, _ �•� .. _ .emen, , �e n ona' �� �� :. 4^ tt r C �' n �� .• tCi : :�ne i .iec i o the desi c *# er.al t�i.►�ll��L here' ��r 0tNer rune .- • � .-• �.�...�����sr 0/ l.�t� • LIB ._ �: F tt'. � �..._ - -. - .. - 4A# 48, 4C, 4L). 4�. 5A, 53 and 5C• - C�tr•S �C��rC)L'ti LTV t)tf 1.� :3..t'L :1L :`� . `�:�L�. i 1.:��. s. • '1♦1 r i• •"1 w ITS � • 1 • •+ 1 r r • • i � � '•'• ♦ t 1 t lr .• ♦ ': ^ • • ♦ r � • 1 _. � T � m \ ` • T- � . ., - r • F. �: ion : e :its -�r:s, construct :on" the eitds of each ��Z�; shall ~.a� not Liss man 1- ; i n �3 fns- •. A��- �1v • t�f "t� �l • �♦ S►.•_ • _ . .• • ... i i � • b. d er Foy .- s, Jrdi.iU L,a; c.�r�c re *�' : e - ::x�t: n oral # Pr t rn i n i rn c: rr. �,t i l 2 �r�cties of beam on wood or metal, not 1e�5 than ? snc he n otuv •_i1i. �. :tit��i`:^[ ♦.r /*"1=tf`�vsL7 :! .•�i 1•• �� �11�? • -�� - • � • i c , ,.a- � .. C ._. s 1 . �► , • 1k � : �� .•.i ..• ..• L a : ` Li i • f � j � � � bo � = • . �y * , a'�"� . - • . . w • . * , � s n � ess h , t. , ptn:s ,C�;ti - ed e- cep � where s�. p r �ort" on a . x 4 ribbon stri t�a� to rus stud. i E'� F': i �, 1 � c �, c�t'�' : • ••, r • L no- iron :at and � i ��::1 lt`n�i�1 of l � ;ee± :n �► � �: ; � :•w� ��- a e; -� .� � � ... ,,. r � � bec : • �f� * � .. _ . _ . , _ �,� �, rya nesistait.'e to decay or of :zr�ted wt 23%.S. U BC. 232 U8C. elimw. Tv ieet �hl7r f.L� .r`'..: �'`_' `•r "�t�L. - L� ' ` ' t �'� ;^ ` - • r ' - _. •. • r _.• "'` _ . • - * . - ,. ♦ ,s -_•. �- I .. .A w M � _ ... a ..•w i _ .. _ .. - - Z ,• a -•"_ - ° a •••.• _w-r '• +rte --• ..yr►. '..3aR ♦ �._ � ' _ ' Z - ,-�,+ • c rr _ ♦ 'w►` l- ••' -•� _ '"•' _ '•• ."` - � _ - rr _ -+ .•... - ••M•Afi'- - -..a. _ - ._..►.._-- .►.+.+•- - ..-- -+ -.r- . _ . _ -.. ..., +•. ea.#w - ./1..11R "7 ^ :+!' \ i:"'+ .r - r - - i'•..+1` - *' - - v" •' - +�- -"���' ai'•4V+�. ~4 •i • 26. Supporting Bearing Partitions. Supporting bearing partitions perpendicu- lar to foists shall not be offset from supporting girders, walls, or partitions more than mist dfspth. foists under and paralfei to bearing partitions shall be doubled. Section 232_0.8 UBC. 27. Cuttin& Notching and 'Boring. Notches on ends of rafters And i- eiiin� joists shall not exc ec:•d one - fourth cat the depth. i- :oles borc��1 ill r.iiter� o!' ct bjlInv tc�ici�, sly < :!I not th'n ' inch 's of the to of bottom,, rind the* 'r dine -peter sh,il clot LA eed one- tliirci the depth cif the rner11- bc �r. Notc in thc. top 'o bottorn of thf1 j shall not exceed one -sixth the dep th and shall not be located it the ni *ddle tl ;ir of the span. SectI UliC_ r In exterior wal aria: bearing partit'ion a,,v %& stud inav be cut or notched A . to a Berth !lot excutuin g LY of its Cutting or notching of Studs to a depth jai 40"' of the stud width :s pernnitted in non - bearing partitions. :section 2320. 11.9, UBC. Notches in sawn lumber beams shall not exceed one -sixth the beam depth of the member and shall not be located in ti« m l :_ lP third of the span. Notches at the f:jnds shall not exceed one- fourth the be ini depth. The tension side of s•31wn lumber beams of ; 1 /? inches or grea th i ckness Shall not be notched except at the ends. N DS -1991. Nianufactured glue laminated beams may not !�e notched, cut or bored with- out submission and approval of substantiatiniz calculations i'rorn a Washing- \/ tor. State licensed Structural Engineer. 28. Bridging,,, crossbracing per Section 1 320.1 1.8. solid blocking over bear - in�; partitions, walls, and beams. '_ UBC. 1 9. Fireblocking. Flreblockln� shall Lie providwc, in the follow locations. A. In co spa of stud walls, ncludmir f urre d spac,:es, at the ceiling and floor levels and at 10 foot inten•als horizontal and vertical. Also see Secti Item 4 1. 1.3. A', all interconnections 'tlet%% concealed }lca; -ML horizontal Spa a Uc i l as at sofh tti, showe and tub encloqures, an drop or - ov e l c��nct - =maces �Detweell Stair sir :I� t•rs ancI at :cep and bottom of the run and betiveen studs alone; and in line vvith the run of stairs if the %va lis under the stair; are u nt irtiShed r, I An orenirw's around vents, ;,; ; duct, Cllir•.ney tirepi and sim lar openings thc afford <zl rias�ai for fir at ceiirn3 ��nd floor levels, with noncombus rnaterialc E. At openings bet % veer attic spaces a :�: c :hi rnney aliases }sir factory - ; )ui ?t cri. mnev�. 1= �.'�ler wood sleet erg; a: o� used for layi w�ooci flooring o� ;n.asc�nr•�� or cone. ete f ire- resist:ve 1 .1 oors, thc' - SpaLc : e: een the . ioor Sian and the underside of the �ti•oc�d flooring shall be filled with noncombus- :ibie aerial or Eire blocked in such a manner that there will be no orer, spaces under the flooring that will exceed 1-00 square feet (9.3 tom ; :: ir, a: 0 , 1 and suet spat Shah be fi.1led solidly u;Ider all permanent rarn; so that there is no Comm' .lr•i icatioil U, %Jer file flouring be „?�C LI r 'i iQ:�S: i l Fire blockin� -wed not be prov * in such topes VV ben at or be 1.0%V graL1 e eti•e1 :n i'N•rnnt3 s u nn s. .� l �-1 A bjcckin need be p: ov ded onl k, at the fur !ctuA of t` -316- aatt�rnat�� lane an at the tends of e.ic ane in a bow!in f acili n. Fireblock Construct ion. I~ :re >``ioc kj ng shall c( of 2 i ^che4; nom, n.1 iurn- r. or t�% o tl ye o i -inch nomi l umber w , ph bro,k - en nts ►.- j , or one thick ne-� o � ?� c. � ! " an el ti , • _, � r., b.i6<f=d b • 23 1 �_ . _-tr�c. • �. C)��d Stru fora r � t .'I ; t:, �t I , ,: MC v N) -�tr:.itt;.:r.�3 n :�nel or one :hickne of 3.14 Inch e w -%I rart.cl A ♦ • . '4 irc'1 t b�_tarc: - �,•�e lti' r ar�ic�e w ; C Ord 1 • A- t 0. C r` � + :' , � � ,1 •� r� F 1 y� C �• �•blC�' \ � '~;�•��. �� ♦ �, �� :.. ► `�rl� l:varo. ��'. i�'►^'1 • �'� � ' a A/ �^t • o 1�.' : `ts %r ��r of a�nrc_ ve.: r^.: :e: ial� it��tall�� :r suz_ h a rt�Lln- Per as to `mss ��� •.� rf= �� rte'.: i:.e :.'. :: � .i { �_c� -; ; i •.,� •" �.� . ,a � � �'_� shall not .. �. ; �. n f' tc • • .... be u<<'d ,1 t:: !'t`i� U i�Jc':c '� : :l �' i n z `" .:.e t = ctrl �ar :d ...an� ner tn- !ent_i , f i��' use :C d erT-�.n�t..:.N =,S abilit. ,_� e.. 3Zrl Ir` , cacc a;�ul "o retard the 1 C;S. .,' .�l: ��t ! ! �:j hot t .� 5 -- s�re1 33. All exterior walls and main cross stuff partitions sl»II be effectively and thoroughly braced. Sm 2320.11 and Table ?3 - UBC attached. :34. Manufactured Roof Trusses Ob A. Trusses. Stress analysis and drawings /details shalt tv stamped by arti approved State of Washington Registered Engineer. (Drawings/de- tails shall be on job site for framing inspection). 1'te- manufartureci trusses shall be identified bv manufacturer sump. EXTERIOR WALLS 45• !Exterior Wall Cuverings. Exterior wood stud walls shell be covered can . .. e -% ^ • *% • 7 1 , '• the outside with n and in the manner spc retied in �lecu _:..> 111 UIa`. . 46, Ail -w ather exposed surfaces s hall havea w ath r- ro.sibtiv e b arrie r to pro tect the intcrior wail covering. tion �S -���, C., BC. • 4 "'. Anchored vt ,ine shell corn plv with the provisions of `�ection 14031 6, UBC. Girder and field identification of light metal plate connected trusses is regt:ired. 'Information branded, marked, or otherwise permanently affixed to each truss shall contain the following* 1) identification of the truss manufacturulg company; 21 the design load; and 3) the ; spacing. • Engineering data and details shall be approved bv the building official before amr field ruts or truss alterations. • All roof tru >ses sh all be so framed and tied into the Framework and sup- portin� c. so as to form an integral part of the whole building. Toot trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Diazonal and s«•.� y bracing shall be used to brace all roof trusses. B. Girder and Field Assembled Truss. Engineered stress analysis and details shall he submitted to building division for approval. C. Use approved/applicable truss support hangers. Sections 2321, UBC. 35. Shear Wall Requiuement in Seismic Zone 3. Sill plates and framing mem- bers receiving edge nailing; for shear walls exceedir►g 3)50#/ft shall he 3X nomi- nal DF menibers. A.B. requires 7" min embedment. Use a min. 12" bolt to ensure compliance. UBC Footnote #3 Table 23- 1I -I -1. 36. Rafters. Rafters shall be nailed to adjacent ceiling;oists to forma continu- ous tie between exterior walls when such joists are parallel to the rafters. Where not parallel, rafters shall be tied to 1 -inch bv 4 inch (nominal) minimum size cross ties. (Zafter ties shall be spaced not more than 4 feet can center. Section 23 2c .12 6) L BC. 37. Roof sheathing. Roof sheathing shall be in accordance with Tables ?3 - II- E - 1 and 23 1I - E - 2 for wood structural panels and Tables 23 II - D - I and 23 - II - D- ? for lumber. Section 2320.12.9, UBC. 38. Wood Exposed to Weather. A wood exposed to weather, such as wood Used for deck .13ming including decking, railings, joists, beards, and posts st�aSI L-e pressure treated or of wood with natural resistance.to decal. Section �(Jr UBC. 39. Guardrails. Whe decks, landings, stairs, ramps or porches are more than �0 ;nches above grade, the building shall be protected by a ,guardrail not less than 6 inches hicrh �1�: :h intermediate members spaced such that a sphere 4 . P P inches in diameter cannot pass through. Guardrails to be designed to with - stand i horizon't"a fo rce of 20 pounds Fier lineal toot when applied at a right ankle to the too of :!.e Tallinn. 'Billion 509, Table 16-8, U'3C. 40. Decks. Des..--'s's inches or more above grade require a permit. All decks r;:s* be rest ,,n and constTUcted in accordan`e t�-ith �'8C Table 16.-A a r�d ` '. :t)ns 23114 th : ou�;l� 23 13. 48. Veneer shall sup no load other than its O�vll vv- ei,�;ht and the vertical '.dead load of veneer above. Section 1403.4.1, UBC 49. lylasonry shall n ot he supported ported bv wood menibers except as providud ►car in Suction 2307., UBC. GARAGE/CARPORT 50. Provide an occupancy separation between the residence (Group t:, Qivi- siun 3 Occupancy) and the garage (Group U, Division 1 Occupancv with ma- terials approved for 1 -hour firs- resistive construction on the garage side. tion 102.4 exception 3, UBC. Garages and carports with uses above shall have 1 -!tour p for both oiling and structural members. Section 302.4, UBC. 51. Doors betwecin the garage (Group U, Division 1 Occupancv) and resi- dence (Group R, Division 3 (ccupancy) shall be self closing, tight fitting, solid core door 1 - 3/8 inches in thickness or a self closing tight fitting doer having a fire protection rating of not less than 2 minutes. Section 302.4. 'UBC. 52. In areas wh ere motor vehicles are stored or o floor surfaces shall be of non( ombustible materials or asphaltic paving iaterials. Section 312.5, U Bc. 53. Are occ u panc% %tieparation need not be p betw resid (Group R, Division 3 Occupancv) and a carp ort Gro U, Dig• ;s :� ?n 1 Occupanc .•} ha V- i nt; too t' :o �e�i uses above, pro . iht� c.ir , cart is ent op en on two or c11��ro3 sic ; c '�. tiur> >0 2. 1.. L'13 MEANS OF EGRESS A ins of t�r+css is an exit systtnr that ptva4des a continuous, vnobstructtd and undirrrenWwd path of aril trwt from any occupied point in s building or structure to o pubic cwy. Such nrmns of egrms systtm consists of three "rate oKd distinct tltmtn t s: 7. The exit aucss. 2. The txl t. and 3. The exit Jischargt. • oil •'k t O F___ � z I ZII o i PUBLIC WAY is any st►crt, r!ley, or similar prrai of land essaitieUy wtobstrutitd fGPM! the ground to Or sky Out is d�edc�d, Jedwated or othtrtuist per�wnrntly a�pro- prwled to NK pubilc for p ic use and having 4 dew wWth of not less tie 10firt. Section 100 2. UBC. 54. Exterior Exit Door. Euilc::ngs or stn:rture, u-sed for human occuvancv shall have at least one e\te ricer exit dour w ith duner sioru ot 3 feet b%• r3 teet, inches. Section Ti?03. �.I.�, L BC. 55. basement and Sleeping Room Exits. Basements and every steeling room shall have at least one offerable cvindow or exterior uuu: approved for emer- gencyr escape or rescue. . t , _ _� Escape or rescue windows shall have: 40 41. :ica: ;tin �� ri���i co��erin :�zaterials shall ;n ac��rdance �v��lh SO �.ion _ j� , L BC. A minirnunn net cle.ir of 5.7 • V • Im c :a, a N Q> < e LL I { ,3 net c le. ` .�e :� ..t �, :;-� ►'`.` i.�r, ,..�:11 be �� 'ri ches X42. Tllr net free venulatinc LIN area or enclosed rafter or attic spaces shall be not ^, � Open!: �. `' .. � : • than . 'DC o. t. e .irca of each su re to be ventilated, except that the area ne r:et =itJ op :.1 :1:.; titi�id :s, c: : :i�o� :�� :n:: �ba'1 ' � ��' ' + . s b " t hc. s. 3 bc r4,Jt i that 50".) of the required 11� ent area is located at ie feet abvv c� eav c' %ir cor^1Ce t'e:1 w ith t he balance bein -p rovided bv th ~ �ti „ �' : �k)v' :l.E '� J 11 46 01 c'`� "a�'e �)r ''e�Ll��. t: e' s}1�3 ;1 Z : } ge _ e.�•.�e or c o rn* :�er� ;s. ��c is a �� r retarder not e�c ceedin�; a 1 rm ratin i�• f i.� �. c' :i i : :�i�h ;• .: s :i hc' rid : �(.�t RZ�_��'e tl�ar, ;t: :hg's a: ?��e the installed on the %van side of the insulation. Theo runs shall be coverer: F \ez-,: _ , _ - _ • g � .e o. ��.:•� �� %% :iJo%% iCX ate :: elowti It's dc Si ro had e a %% :r'idow w ell . i .� z th cc�rro_ tor.: es tstart metal nnesh ith mesh operungs of 2 f inch in dlann- r ' - f , : , t .. r. , 30. 'Post -beam Connections. A ire -e r •cst Jra oeam or �Iruer cons,: artier, :s - � � �_ c, in- , �r� �^ L -Sk %J .c , os.o�• � e ter . Sec tion 1 . _ , L E _ used, the desl P shall be in a.: Gorda nce with ± e v rov isions of this code. Posi- �-- S l �.► ' • ! he :.��a- :�t�: i� ^ ;.�; d1Rlen�t ���� h •:1- �.•�nc3Ci • c ine full. tive . - . � � s, a;l • acct. .h� � t 9 connection shall ne rrov suet...: r�su rL J � 2 f'.�. u P, .. t ant. laterai displace- �4.). r esem , ,•� ,,. - i , , , o ;�. c.. ano J : ..lk .do a nium rn,,m a.cessjric net clear opening of r.�e Secti 231-x, UBt . s�ua: c' rL,i� ;, vvr ;r', a :rnu di mension `�f 3o inches. . 44. A t:i c Space .access opening. Attic spaces t•• z th JQ IiZt: es c r ; :ore �•ertK , 31. Hooring. structural sJt'�r ;r =�.;, p ZJ r,k t�c��rin;, ac�.-1 combined subt�oor hei snail be �rot•ided with a►n access o ��nin h�. 2- "veils with s vertical depth of more than 44 inches shall be equi � p � 3� :nches. The � PFD underlaysnent floor wsterrs ::gait :oRiply with Sectien 22N.'O..0 %4. UBC. w op<sni ^�; s halt be iocateci un a corridor, hallv+rav or other reaciiiir ac _ � approv e�d t : a :�clti• aftixc ladder or stairs that are ac- cti�b i ble lord . _ lion a:^d hate at least N) aches head room. Sc*c fion 150:51 1, C cessibie with the window in the fully o f*ositwn. 7be ladder or o z 3. wood stud Nail tramin for size, twi -ht, ands irt•. sectloin '320.1 �.l - - - . P 0 . . taus shall not h t dumns' T , e, � m n ��e - tt�ulreo n:x� of the ard & able Nt., B-IV-8,U RC attar ed dow - _ well more t h�aur� 6 � he�s U �7�'�Ca=on 310_, - ; .��.rc r�.^-" •�vv - �r ! - •w^t� .! . - - �' _ . col - - -ten.. s- - - e - Mm lie ' or E ��s. Where the third floor w'ithill arl individual dwelling �6. Th ird F10 �,T' . unit E re > eds 500 s uare� f eet, access to t�w•o exits need to be provided from that � floor, - s e Se". 1((14.2.3.2 Excep 4, UBC. . 1 0 finished flour level directiv ?�,�T�. if the above a usable or unused under . is ore than 6 feet above grade, flc cr spate as def ined herein for mare than i. m '�� f he to p erimeter c ar is more than 1 �' feet aLx.)ve grade at arw point, 6. I U t E. • seal under floor shall be considered as a story. "=�e�tian ?.�C�, such usable car ariu .0 UBC. �' 510 . 1 I ct t, t C� .�r W i n . e. g ar occu ant load of IeC(� � th '50 shall not 1 less than f' 3ta ii�che� wi�.t�. c s( % cuotl �. UB i �j�,'j.� 4 .20 UB S8. 1 7r1ti1I1 �� l��ti't,'��lIl All morns C f t1 � uIlit 're�,eclt�'I ce) shill have accetiti t hrough a n �. l � O_. � • s t t �r d � other parts of the �iweliin�; unt. � K��C cwctic)n 0 .2- i .x.06.33. �- La nding. A !1o0>> :)r ;andin,i; is req*,iired 01) each side of an e'xtE�ric�r 59. Do � . l..a g . m��ti• �� �er� u< <� landin th��t �s not more than 8 in ches; lower door. Tn do or g . > > level, �rca��id� *d file dot: dt�s -got sa•inL; aver the larlditl;. Ill�' than the fit (- , � �:� Irldl�'`� II' �e'Tl�`t�i niiiiiI - nuIll L 7*_%'c: tion � 00".?.1 .6 ant. 100' j t , shall i �(' ., 13 E HANICAL SYSTEMS , ri,:�- -� �� ft »� �� �l i�s tv sc� li�l fu �urr �zpphan Winch inc aces, A 0 ' so T y fi re p lacc stvzic�s, Four? heater1f lreplacc. s toves, fuctvrnj -wilt atrti �1� StU� c S, J � firc 7 liaces, and ire ?lace Inserts. f 1 ��� �th�'� % ise aLL. led 1) ail poi id f u t_�l - bu rninr; �Zv l) - 60. t rile _ c r�c��s shy ►1 `t�t1� �i�= .NPith tilt_ -)ro visiolls of `.vectio , 304, UNK_ a �, �r �1 ��c��� ski 'v'es s►ia ice.' a) .rov, t-,`. the i�u :�ding official fo 61 1 c c d to e. F E' �. - { ,m ,I�- �ti�ith a -�iit:��t�le natic�naEl� rE�c;r11-,`_ d standards a evi sa.e u. f o r t~ PE dent" b� t IlS tin('* and label of an approvVid apt - incv. 0 > liances. 1 installer shall !cave the manufacturer's installa- � Listed a1 p - • 'tr uction5 att� tl-ied to thc� a � l ia;ic:e�. Clearances of listed appll- i IC 1 fns f ' � +ruin ,_c�rn hustible' nnate'rials shall be as specified in the listen or on Me rating piate. L .- 1 c on _� �, � ,�►��. 6.2. Niasonry Fireplace Installation. 3=0r provi-sions re��arding the installation of masottn' fireplaces, ref Sect;c�r� 31U�, UBC and MALL 402.3. HEATING SYSTEMS 63. Each dwelling unit shall be provided with heating; facilities capable of main- tainine 70 °F at a point 3 ft above the floor in all habitable rooms when the outside temperature is as set forth in Section 302, WSEC, Section 310.11, UBC. 64. All furnaces shall be listed and labeled by an approved agency and in- stalitzi t listed specifications. Section 30?,3:0 UMC. LOCATION 65. Install Per . Listin g .. ,Ar - )piiances intended for installation in closets, aIC oyes, or confined space-S. shall be so 'listed. Section 3 U-NIC. 166. - Prohibited Location. No furnace shall bv installed in a room used or de- si Teed to be used as a bedroom. bathroom, {closet, or in anti• enclosed space g with access onhr through such room or space, e xcept direct vent furnaces, en- closed furnaces, and electric heating furnaces. Section 304.5, LN1C. V 6J. Clearances F•arnacE'1 within C- oinpartTnents or alcoves shall have a mirv- rn %vorNim � ^ace cl eara n ce of 1 inches al ink- thy- sides. hack and top with a t? u ., � t 1' ' l he e'!�ci051r1�' Space E 'i :l�; at le'asi i..: Ijl�r - der than. the fuT - tota ti l i d, � cat t , nac`e . 'sec t i or. IS .: L' ;V1 L led petrolewm. a� 'hurnin a Iiatices shall not bx� in.�talied iII a 68. Liquef g a p p liances . ser.�en;, or similar loco:- �n titi hcrc' l�ea�•ier -t: pan -ai: gas nii,�;ht t��llect ,fir - a t, ba _ l , loot space or r' lances so fueled shalt not tom' installed in an a grad' under tx)ve p basement. Section 3W..5# Umc. N w ?l. Garage Location .OM • A. A liances installed in garaires or other areas where they may �' PP . sibjected to mechanical dama sha ►l Ew suitably 6ruarded a aunt such damagebv being installed behind Protective barriers or by being elevated or located out of the normal p ath of vehicles. section 304.9, UMC. -► * in:.tal lE�: * n a i d ucts pa s sing throu t }�e wail, 1 i rc .iani c r Teed T ic t lx • 7 c�tiideilc�' ( Group D- )VISIoll .'. Occupant O from flL)01 or ct.tlzii ��1 ��r.�tit�� r _ r; - , z � 7 C�tcu �ar�� - ��), �rcwided such ducts within the a �,.i r.i � �t , ._I T c U 1 l_ , I t F l -, ` -- -- -t .d of steel hav a tilic not less than 0.01 U inch ± , �o. �ara�.,f arf �oilstru< < �, . `� �• '+ c'.l 1 'E' allCi have no C�i�f'i1 lie 1M;S Into? t garage. . 30-) VENTING AND CONIBUS_TION AIR > >nt Qi -ill ire ro vided with co mbu s tion air and /3. All tuE.l burnin equipil e f' >> �� ��'tlon 7��' L�MC .� l vti the l ni E.t the I-)ro\ l�I0 IZ_ t , E ��orn'hustiora c fr ou tdoors. Section "03, L1 Iv�C.:. 1ri�, e nvelop e . I e shall o bta in -, loca Li ��►•ittiit� tilt liuildinc E;nvelol shall be the H eatliig Equ ipnie nt t� i solated troni the heated area. - - e. The eleniEin is of a build w• rich enclo cond i - �O►TL. Building Lnvelap �lr hich thermal ene�r ;y may be transferred to car from the tic�t���l sp through �. exterior. Section 01, WSEC. "1 6. Vent connectors shall be installed within the space or area in which thy: appliance is located and shall be connected to a chimney o vent in such manner as to maintain the clearance to combustibles per Section 81 and Tabl 7. Type B or BW. Type B or BVY gas vent shat{ terminate as follows: I. Gas ve'rit ca ps having an interna diameter greater than 12 inches shalt temiinate not less than 2 feet above the highest point where the vent passes throu the roof and not le enan � feet above or 1 feet away from any port of a building which Extends at an angle of more than -15) de grees upward frorn the horizontal. 2. Gas -vent cap having an internal diameter of 1.2 inches or I - stall te'rininate a : IeaSt .2 feet above or feet aw•av tror.n and portion of a building which extends at an angle of more than 45 degrees upward from the horizontal. , 3. Gas -vent caps having an internal diameter of 12. inches or less that are located feet or more from a portion a of a building w•:l.ich extends at an angle treater than 45 degrees upward from the horizontal may terminate in accordance with Table b--A, provided that in no case shall anti• discharoe uperdni; on the cap be ies than 2 feet horizontaliv from the roof surface. S%ev `?'able LS attached. DUCT WORK 78. Duct systems shall be of metal as set forth in Table Nos.b -A, b-B, and 6-C or factory made air ducts complying with Chapter 6, UMC. points and seams shall be substantiativ airtight bv means of tapes, mastics, gasketins; or other means. Section 601.6, Table 6-A (rectangular ducts) and Table 6 (flat, oval, and round ducts), UMC. Installation of ducts shall com Pl with Section 60-), U . .STAIRWAYS . A l 'kin shalt v p rovided in compliance with se tiop. 9. �- ir b l oc ks . F i r e h of g Be twe en stair stnn gigs at top and txmom and along rur, 1�. Fireblock stairs. Be �- 1vtween studs S� *ction its_ ' -1, UBC. M • Fxit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for lateral forces. Such attachment shall not be accomplished by.use of toenails or nails subject to withdrawal. Section 23 0.13, UBC. MISCELLANEOUS g2. Safety Glazing. Safet glass must compld with Section 2406.4, UBC. $3. Smoke Detection. A smoke detector shall be ir�5talled in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping; area complying with Section 310.9 UBC. 84. When the valuation o► an addition, alteration or repair to a group R occu- pann exceeds $1000, or when one or more sleepini; roams are added or cre- ted m an existir� � dwellL1 srilo�:: detectors shall be ins talled in aCciyrdd:�ce a %A? i th Secti on 310.9.1. T! C . Smoke detectors may be solely battery operated when installed in existing buildin s v.•hich udder o alterations, rep airs or addition;. Section 3311.x.1.3 f UBC. ../ . 85. Sky light Allowable Glazing Materials. Glazing installed on slopes 15 deg r ruore front the verti`al p lalle shall h*_' constructed with anv of the p following materiais coniplyin�; with `x , ction 4C)9.2 UBC: 1. Laminated z6ass �, ith a minimum 0. -inch (0 p bu- } ) , ral i.nterla %ler foAr pl glass anes 1t-) square feet 0 . pas car le ss in area and vti •ith the h,, p oint Vf the glas no ii - tore than 12 fe (36 .58 r� r •^ �r r:�.m' a ����� �� (I `N a l iii n t . � : � � . o r h i (v h e r parles, t �e I�Z iZ1i - mum interla ver th* r -knes5 steal' ���' C �.�)t�3U in`h (0. 7b tnm i . ?. Fully tempered glass. Heat- stren -v the ned gl ass 4. Wired glass D. Ap rigid p lastic Meetin8 requirements in 5e�tivn .2_b0,.1_.1 � p �, For multiple-laver glazing s stems. cacti light car 'laver shall consist of any of the g lazing materials specified ana•re. Screens need not "De installed under 5►:�`iights within dwelling units 'when laminated glass is used as the bottom laver or When fully- tempered glass is used as the bottom laver or when fullNi- tempered glass is used in both panes as Ions as the following conditions are me. _ 1. The area of each pane glass shall not exceed 16 square feet. w • Ta � � j LA %F I j?LA M 2 0 r A 00 i� Z O OG 2. The highest point of the glass shall not be more than 12. feet above any walking surface or other accessible area. 3. The nominal thickness of each bane shall not exceed 3116 ir�ch. Sec- tion 2409, UBC. FACTORY BUILT FIREPLACES AND CHIMNEYS 8b. Factory-built fireplaces and c eys af ter January 1, �199 . N-o ne�tiv car used factor fireplace or chi=ev shall be installed zn Washin f;ton state- : unless it is certified and labeled in accordance with procedures and cnte V . ( A' "n 1KM A specified in the UBC standard 31 -2 an•:� manuiacVarer's instruction.IZ Section . ' r U BC F E Z�' 4 3102.x. , and 310��.4 as amended by the state. • PeftN C& V nE R S". Hearth Extensions. Heaft ex tens iO rI St1al cc�ni t.�r:zl t� t.�e urn�:i hsting installation instructions. Se ion 3102'.5.1 UBC $. Metal Chinmeys. Metal LA : c ::-e�'s s� :31'l ar�chorcc 3� eac:� Gov: i �t and roof with two 1 - :.' 2 i:lc� : - �• `� -lin`r i zetal stn a icx • , ��` a: oLnd ti outside of ina the `himne% s tall at;o: i and na :;ed w :th not :ems I na � cis. rna per strap at each joist. & t 10 P., .;1.,_ r. Lb i� c .. I s t N CIO � Z 0 �4 t s 81. s tairv` a vs. ' E ties headroo ml n � . run 9 in,. . V ,, *�`':� the shall ex :e . � ru%oi .��`�t� I z Niax :mum nsc. S inches, tienirnum �89. .Height and terminat'on. �. er c. �. . irnum v�'idth 3t� inches. Section 13.x.3. ABC_ t,�e hi hest eleti•atior� .�f an•. �: t of a hc:i,�::' as s;�ov� :: i: � -b ff-��: 6 feet t i nches, min l:' have ends returned and laced rnini mum . inches altitudes ov 'AC- �x � t 't, : ��� bL::d:n:; o : : :� :a: 5: ;a :1 } .� c�= �r�.- :L!te�? ::� de�te�rrniP . Band rails to ha ' maximum M incl'�es above tread nosing in a the hei gf' ht o the : h u tin �,,.. : •' e• Furnace iristallatiorLS in attics or craw 1 spa�.es shall for the atsab�ed, the handgrip portion of hand CIO b9. Attics & Crawl Spec Unless designated . • with 307.3 U N1 C . - not f e& tha 1 - / 4 inches nor more thain 2 inches u� �+- corn i� v+� ith rails shall be _ DECORATIVE A � ' - - - � provide u�vale �- nal dimension or the shape. shall an eq nt cros. tiec�ha . . , ; .. _ - .- - Decorative A liance- �►enteik Decorative appliances for installation in solid - - dc's :�'t :c.'�: :�� .:- a t. xcc osiaiory snai! � �� ,a a . ace section 100. . �.t� UB C- � o. support. ,.Applies r grit pu1g surf in p lace- are see - contane - rstandsn l- as- burnin a p n • o its tructe ` fireplaces . fastened Su its . of .. � � i is n` e� :�n�� �, ,� ci e_. i �-ned and Fp° _ _ _ with l i�.s� d for nstallation only in a vented solid - feet - b ing fine d t - v a surface g i sustain vertical and horizn to 1 'oad s 11 i , tern t he stress 1 i nv to t ions in the bull �. `I�e p on of a�Is shalt ha e - v _ o ' P'o� � funclson Ices sa tl u aesthtnc tit o flame. a � � f the rases from a wall shall ha � • �' nJ ing cod a section _+�5, L t1 �... too co Hand p 9 the will and the h andrail. Sec- . • of not less than 'I 1 I between On nai +� 9. � * i v o _% r% r% I a --a r1d' ss G �G�1 all �'1Ss t n c t a I i �s[� 1 t'1 a[ r n rd 1 r. [' p the Y ' 0 X V tim 100333.6,r UBC atanubcturees installabon � UQ0U1xbon& man 901, Umce ` .��.�i...+�.r.W..r�..i�. .� !' � � _ � i ".'�.a" �. -'�. � _ r� - .�� ..�•� -. - -�... �r �� . -� �. T ._ _ .S� ..f4 ` �_A_ a �e y!r •.11. �-' �i !�i ' �.�. � � - '�• � -_ L -•� 1 n 5 ac e above the nsi.Ylahun • rovtd• as fire Icg l shall he installed to E8. Roof Ceiling assen lee w�iere the v�. ncxlatio P 91 • G zs Fire Log Lighters. • � P P g a ccordance with manufacturer's installation ulstructiUr�s. section 901.3, UMC 15 less it�ari an average �?f j? i ns lies shall be. provided with a vapor retarder. Faced Batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceilin ► c -s shall be of suffic'ent depth to �i1ic7W a mi t)no inc l •e nto d air s the Insulation. Vapor retarders are 199/ WASHING STATT ENERGACODr, 51. E D. Req w l - enle nts f oi' D in Ch niate Zone I 1":1. Access Hatches and L)Oor.,. «CSS LiOC if )I C' 0I) d It101 1C:i `� ��zIt. tk� unconditioned sp aces (e.g., attics and crawl spaccls) shall lam' �%'cather- strippcC arld insulated to a 'lt.' tA t1c) the ins ulation oii th surr(ILITI .ii110 s ur- fa�:es. Access shall Ix-'s pro�vioied to 4 equi it wNc.:h r)revents darnat car comp ressing the irlsuiation. A wood framed or equivalent baffic or re taine. , must tv pro\, when loose tilt insuidtio n is installed. When eave vc nt are installed, l of the vent openings s . hall lx pro so as to deflect the 111C0I i ice. P -, * r above' the surface of the ins ulation Baf fit's shu! l be rigid mate - �•.. ` ll rial, resistant to «•i.nd drive moisture. ��ct1 5011.4.4 INSULATION All insulation 7aterials, 'nc uding J�Ltn&.s such as vapor rurricn or breather Pa. p em.. f installed "thin floorIceding assembles, rooflceiling assenibl ies, u Ya I I s, crawl spaces, or attics shall leave a flame- spread rating pat to e z c�c•�l 25 and a smoke densi not to exceed 450 when tested in accordance with UB C S tandard No. 8.1. VVher such ma terials are inz - p talled in concealed spaces, the f lame spread and s"ioke demloped limitations do not apply to Ow facing, provided that Owfiacing is installed in substantial contact with the uncxposcd sur of the ceiling, floor, or wall finish. Section 707.3, IBC. Foam plastic insulation s1wil cornpl y witji Scchon ?a0�, LIBC. Section 502.1.4'.2. �E2. Insulation clearances. Where required, insulation shall bot installed with cleara.�e� a:� „�rd�n t�� zr�ar�c:'a� turd: 's specifications. lnsula shall be in- Stalied so that required ventilation is unobstructed. For Hown or poured loose f ill, imulation clearances shall be maintained through installation of a pern a. nen`_ retainer . Section 50.0'"I.1.4.3. '3. RoofsrCeili.ngs. Loose fill insulation may be used v % the slope of the ceiling is not more than 3:12- and there is more than 30 inches from the top of the ceiling frarn.incy to the underside of the roof sheathing. Baffles shall be .resistant to moisture, be of rigid material, and installed to maintain i ts xPentila- t tior and extend b." verticaliv above baits or 1? verticaliv above loose fi Sec - tion 5 0 . . 5. E4. walls Insulation installed in exterior walls shall' compiv with the prov)- 'Isjons of this section. All wall insulation shall fill the entire cavitl•. Exterior ;gall cavities isolated during frammcv shall be full, inulated to the ievelc of surroundzne walls. All faced insulation shall be face stapled to a void tom- • r. pre M ssion. Section _•1.4. . F.S. Floors. Floor insuia tion shall be installed in a permanent m aruier in s stantial contact with the surface being; insulated. Alrisulatic)n supports shall be installedl so spacing is no more than ?4 inches on center. Foundation vents shall be p l aced- so thaat the top of the vent is below the r awer surface of the floor lnsu'at Sek 502.1 .4.7 E6. Slabs. I '- er ' nneter insulation installed on the inside of thIt: foundation; wall shall extend downward from the top of the slab for a n ururnum of �4 inches. Is Insulation installed o the ou•tsije of the slab shall, eater - cd :rom the top to the bottom of the footing. Thermal breaks steal: i-e fiiaced in tike slab b etween cor�dit�oned and unconditioned spares. he enti: e area of a : aaiant slab sha � be ther mall isolated from the soil Kith a min:: ;lira cif R - ; C-) irus•ula- t:J::. T �, irs;:Iat shall be an appro�����d prod "`; ic)r i:� in:�l c,��cl u� c• '�`_ tior ' E7. :)elovv Grace �ti al ls. r- Ica . . �. l • • . .. . Ll oerwr wall 'psulatinn !�l)Id Div'' t`! ..I lWai" , ti hal e'i - of !nE' t '�Cjv� r_',��d�' :ti - aji tk) the tt•T' of tht, -, f- w 'g aril. tU. ust_ E I^sU!Gao:on ;used on tbt• interior (warm side of the - w all.. sh exte from the top � tof the b<vlow- -radt• wall to the below -evi-ade floor level. Sec t i or: i . 4. i Ll. p not rt' uit where the f' r�tt l�atic_ ?n ti �a�'E' �ibove the insulat ave ay-;E3s 1' inches o vreate or Micre the ins ulation is installed btiltween the ro o mv nibrane and IL. the �tructur,ij ro�t)f dtvt l.. "-:cti-tit�n D O?. l .h -3 • E9. Walk st_� aratin ,; conditioned s pace s11��11 liavti' ;� vapor retL Instal l*.�c�t'ti f �itt Insulation s 1 1 , 1 11 I f.���c� st�jt �u-tlo�n �t��.I.c�.t�. E.10. HoOrs �e prating t,� �rl �i�ti o �t�E't_j 5p��c-e ti unco nd itioned space shall have a va por retarder Ins talled with a cent, perin dry cup (4 ml' "1 rating, or less. E lion '02. 4.f�.2. MOISTURE CO N"TROL VaM ►eta'r *:al! �y ;n<tji;c.i o ::e -- - arrl: we f :ctnwr) Sec- Ell. Ground Cover. C' jroUnd c-ovt of ;six mil (0.006" thick} black polvethyl- ene or ap p roved raved e ual shall be laid over the ground within crawl spaces. The groulld k-()ver shalt be overla PP ed 1 ?" rnui at the'joints and shall exte to the foundation wall. `)et:tiori 502.-.1-6-7 t; �'�'(:'E 'TION i e � r (iti rid cover may ne orrutted i n crnti1l spc7c ~f�s if Hie c.'rrr��l S'3 141' hid a coni'r'l i iahl floo - W th lif trUM1 lrl ihlcknes o 3 -1/' 1nClles. Sec- tic't1 502 - - 6. 7 . £1�. Air Leakage Control. A. Extenor 000r and windows st1aI1 be designed to limit air leakage into or from the building envelope, except for assemblies that are re- quired to be of tire- resistive construction. Section 502.4.3. I1. L::;.ttriur joints aruunv windows and door frames, openings between W 311s and foundation, between roof and wall panels'; openings at pen- et Of utiliry services through wail, floors and roofs; and all other openings in the building envelope shall be -sealed, caulked, gasketed, or weather stripped. All other openings shall include, but not be lim- ited to, caulking outlet boxes. Section 702.4.3. C. Site constructed doors and windows are not required to be tested, but shall he made tight fitting. U- values shall-be taken From Chapter 10 deiauit values. Fixed lights shall be stopued with salient all around Operating sash shall have weather - stripping working against over- Iappiniz tnm, and a latch which will hold the sash closed. E13. Recessed Light Fixtures. When installed in the building envelope, re- cessed lighting fixtures shall meet one of the following requirements (Section 502.x.4): A. Type IC rate, manufactured with no penetrations between the in- side of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent sir leakage into the unconditioned space. 13. T`'ot' 1 , instal inside a sealed ix)x constructed from a Minimum • V'2" }nth thick ,,�rpsurn wall boarci, or constructed from a pre - farmed �����"rnc'r:c ti�a �a: r ier, c ?r Other .sir tt l astiembly manufactured for r U r;���5t' �., .,��, , �-- , , : ��'�,� E�'� to ha no more than C. . ated, cE ...tic un r . '�� . _8_ :�1t t ;rl1iY' the �on"a Zl�nell space to the ce2lin�; ca�itN. be tetileu k.t . ' Pascals or : - . lns/ ft- pressure L:.����rc "���' ��n�: have a la;�el attached, ;hc� w rinv, co mpliance. F-14. Puct Scarps and J A G 1 d uct wor. : shall be `onstruc ted in ac.- Al T_ �, j c.- P R c Q, or a apTj,1;_ 1 { ' ' ` • ' T-1 ' 1 `.-' . } C :. e'er 1 i o t --*- - *,,on it 1 �. N���.:��:jt alt.�� i,�l.�l�rtl.:�.� 07 "�IL iI l ' T i • � 1 t' �l�t l � to re •rte �� r !� ,11� �1 ) �♦tZ i ♦1t + • �� • �, '���� vur ' f1 �l� 1 �►I •� . 1 . 4 J. iii ..o i•. a��� .1 . �l .♦ a�`� ��t �. ► � r 'r i �� �I��.r i t 1 (_� fl. Thermostat �i�.� �: .�'►' :�1*' t 07 e, 1Z ��•,'�� ``'������ - :♦ `t�� a rang, ' o .�5 r Ell'. ikon - recirculating lief and cold water pipes ocated ou tside cif :'ie con- - -, shall :�� : n ;o R- 7 m -,nim. urn Secttora �t�_�.::. E18. Conservahon of Hot Water. s - nowerc aned lavatofies useti for other than car r e.? �7f� sn be L•1 ' ti ..;1 • `. c� Tltroi V e�'ic es to ifTllt the total %% a te- !1 ov% , a% ,r,• -forth in tVAC 51-4b . 'ca tion _%4 5s E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with reyuiremenc.5 of the 1987 NAECA (National Appliance En- ergy Con-servahon Act) and txj- so labeled. Electric water heaters in unheated spices or on cociLrete flours shall he placed on an incompressible, insulated surface with a minimum thermal rE��istancE� cif iz -10. Section 504.2. .1. 1997 Ventilation and Indoor Air Quality Code WAC 51 -13 V1. Minimum Ventilation Performance. I-.ak:h dwelling unit or guest roam shall be equipped with source specif is and whole house ventilation wstem. Stx_ 30 and 3U3. V2. Heat Recovery Ventilation Systems. :'�11 duct work in heat recovery ventilation systems shall be not less than h inch diameter. Balancing d ampers shall be installed can the inlet and exhaust Side. Flow measurement grids.shall be installed on the supply and return. �vstem minimum flow rating shall be not less than that specitieci in `I'abie i -?. tilaximum flow rites in Table Maximum flow rates in TaL I's )le --) Rio nut appiv to heat recovery ventilation systems. Section 30... C). 4 V3. Formaldehyde Reduction Measures. Ail structural panel components within the conditioned space such as plvwewd, particle board, wafer board, and oriente strand board shall Lie identified as "LXI'C)q_L;'IZE I," "E`CTEIZfuR" or "HUD-APPROVED-" Section 401 1. . V4. Solid Fuel Burning Appliances. 1 ,x - )11d fuel buming appliances shall be provided with the following'. A. Tight Fitting metal or ceramic Mass doors. B. A source Ezom outside the structure of primary cumbustiur, sir, nected to the appliance per manufacturer's specification. • The air inlet shall originate at a point below the fire box. • The duct shall be 4 inches or Treater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an indepen- dent testing laboratory to have pissed Test No. 11 Pres- sure Test, Section 123 of ULC (Underw laboratory of Canada) 627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2?. Exception: Combustion air may be su pplied tc; the room in which the solid fuel buming a liance located in lieu cif dire t ducting, p rovided' PP that one of the following; conditions -s met: 1. The solid fuel burnin a ;�liance i5 part of a central heatin � p lant and P, installed in an unconditioned space in contormance with the Utilc ui The solid fuel burnint; appliance is installed in existing construction directiv on a concrete floor or surrounded by masonry materials as in a firep lace. V5. Fireplaces. " Fireplaces shall be providled with, each of the foilowin ,,: A Tightl%r fitting flue dampers, op orated by a readil accessible mania: or approved automatic control. E,�CC` f'r� ON tireplace� vvith pas lc�g< shall be installed in accordance * with Chanter 901, [.: mc. B. An outside source for combust on air gutted into the fire �x Wit, duct shall be at least sic square inches. a7d shall t p r:��1dt'u �ti th a:' 0^e: outside air duct damper C. bIte built fireplaces shall have ti:;ht fitting glass car metal roLlr s, or a-' , ap p roved to Mi'mize back drafting. Factory built fireni-ces shall u se' doors listed for the installed appliance. :ion 40.2. • jk�- 2 0 . �� TtWli A FEb 4 e - 00 4 C u �z F C U. A 1W I ti • N N w .� - •Q � 3 � Z i l� . y • 1 i i low y s 1 V � Z V � F= 69 40 - :._ .•�...I��- •e7is�.r9�1.' �L = w.�_ ��s. .._�.s.��!ir'! -�' = � _ _ __ +' a _ �'i�'� • �„�..��r � - - , _ a.a ^r-� _ =w -.r: �•- w_ �_ _ - _ - _ _ _ V _ _ .. � _. 'y �. - � + _. .S y"` C.y�, .";^' '� _. � �s.�� �*' � . �.►., �� - - � _ .. .. _ _. ._. .- Z - •► r -_!-' - �...• s -_ -- •r.....,r � � � ". ... . _ T : � r � ' .►• _, _._ - ��r �-�► T':' _J!!`:'+•_ +t_. `ter - _ _ � . _ _ _, - � � .. <�... r- - Y ��..� . - ....ice' �- ii3. .� i• - �' • r.�C -�•�� �. , Y ,�' _.�.. � i. r.� - � � _.� A EXTERIOR WALLS 45. Exterior Wall Coverin Exterior wood stud wails shall be covered on the outside with materials and in the manner specified in Sft 2310, UBC. 46_ All-weather exposed surfaces shalt have aweather- resistive bonier to pro- tect the interior wall covering. Section 14(r., UBC. 47. Anchored veneer shwIl comFly with the provisiom of Section 1405.6, UDC. X48. Veneer shall support no load other than its own weight and the vert,c i dead load of venter above. Seawn 1403-4.1 UBC. 49. Masonry shall not be supported by wood twmbers except as provided for in Section 2307. (.,BC. 2 ., rC T '�1 r a 4 0 r m o 1 FEB 4 ZUU4 PE�r CFI�iER boy -mod ' Fi rst st ory of three =• _ it- � . CT .� a � . �.: , OUR ,. X X x X 5 X X X 25 t4M on cenw NA not less story � ttsan �0'X of Otw� 'rus !abbe sp�rhes m�n�r*wm requ�rem�enss �� braces panels wh�c� 'cry �rteror or exterior braceC wa:i lines 2 See Secteor: 2`320-11.3 tor rud description. See Sector 2320. t t . 4 !or aitemate faced panes requirertNent 9uikfi��g fir. is me d�n�nsion paraNe+ to use ei-dcea was Ie�gln. S Gyps�un wa�oerd applied to its ai ! 6 +nches (406 mm) on center. . "Not permdt+ed for brat.M1g Cripple wads in 4. See SecWn 2320.11.4. ' The required +erglhs shah be da,bled 1�a gypum Do�nd app`ed a only cne ta�.e of a a - aced was panel. I i C i OD N z 0_1� + A > ' z << 0� i . A oft • W _14J IVO4 I - _ _ - - - _ '�!M• �'# 1 >� `-_�� .� �� r -- _ _ .i...r... 1 r ` ID• - S �. � � �. -- a - —� 1�' �.i'.' - _ - �_ �_�•��r -w. _. -..► _ r.,�,�_ __-'_ - ...� - —_ _ — �. - __ - _ ,�.,� - _..f. ._ - - _ _ _ - _ _ ._ ' o ' ` ~ - �� _ _ - ► �� �. _ �U.. �'f s ` �F - ��• _ F►i► ' a 'r �.. ` 'd.. - �3. ,�R _ �irir._� -� • s = - °�� -..� - ..�1ar -f�c �-.rte '- 1�.3'�"r�.'�tia..+._' .3.dt a��wpVu� .r•.5• a �� `~ A � spacea 0 ;noes on center at exterior edges and 6 inches on center at intermediate supports. -- e Co resistant roofing nails with 7/16 inch - diameter head and 1 1 /� inch length for '% inch sheathing and 1 4� inch length for 25/32 inch sheathing conforming to the requirements of Section 2304.;; C orrc sion r esi stant, staples with nomi 7/'6 inch crown and 1 1 inch leng for 'i� inch 9t • sheathin and 11 /2 inch l for 25/32 inch sheathin* conforming to the r of Section 2304.3. g � 9 g g Pa supports a, 16 inches.,, ( Inches if strength axis in the long direction of the panel,, unless otherwise marked Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. Panei su��o�t� ?t �rc~ � =s. Ccis ; r � finish na 0s. s ced 6 � inches on anel ed es 12 P 9 � inches at intermediate su rts. PPa 4e ('- n r. rrntn �Inches I 3 i L ot OTES. -- Where there w s nv s+ a�b a . . �� �i ^" o " , ` f _ �.T ��j as ►r' c3 �C.'aV�'s S: �s �''`'1 xim -u7. �, r.talanced ba^ . !�! sha-,i `J* •� l..tniejS ar`. ftemate ties is a . T h e Poor diapora Sta�i �..Vt ..r���e� f ��.i r � •..a�..�\ ti�•i i t ^ i +. ,► f"t �'` f v • !3e ,; ' • o c- 'h� _ � �n was: s�:tt;c.en�, ..,ra„ec :c �reven, �ma b - ge y - 'v i._�. f •- �► �-.s � �.� . +-� - _ ....►��. - ..+ -._. _. _�� •.�.� .r ��- .. ar- >rr�i.a . �� . _ �� �.1•�� ...� � _ ..- -� = , Nr� + .�- JAI -� � •...�J� .._. _ M� +. �. . -•s .r � .w �1► � .� .� ar .. +� • . �� j � � ~ _ - - + �.� _ , _ • • � ♦ - y •- � _ - Table 8 A Minknurn height trom Minimm height , rom - roof to lowest roof to lowest ROOF SLOPE ROOF SLOPE discharge opening. discharge opentrig. Feet and inches F=eet and Inches . Flat to 6, 1 12 IL 1 -0" Over 11/12-12-112 4' - 0 over 6'12 -7/12 1 1- 3 0 over 121 L -14/12 50 -- 0 " Over 7/ 12 - 6/ 12 1 ' - 6" over 14/12 6' - 0~ Overa 1 ? - 9 12 2' - o ~ over 16/1 ` - 18/ 12 Over 9/ 11 . 2 -1 0112 2• - 6" Over 18/12 -20/12 ; 6" Over 10112 -11112 3 -3" over 20112-21112 8' -00 Ce "Alit _ a TABLE 18 - 1 - C FOUNDATIONS FOR STUD BEARING WALL MINIMUM REQUIREMENTS 1 4 Depth Number of Floors Thickness of Foundation Wall Below � supported by the (inches) Width of Footi Thickness of Undisturbed i Fo;.��dation5 finches) Footing (inches) Ground Surface Oonmete. Unft Masonry � I (inches) � 6 F 12 G , 1� 2 18 3 10 10 18 .8 24 Where unusual conditions or frost conditions are found. footings and foundations shall be as required it Section 1806. 1 12 The ground under the floor may be excavated to the elevation of the top of the footing. s Interior stud bearing walls may be supported by isolated footings. The tooting width and length shall bE twice the width shown in this cable and the footings shall be spaced not more than 6 feet on center. 4 In seismic Zone 4, continuous footings shall be provided with a minimum of one No. 4 bar lop and bottom. 5 Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as reouired for suDDortina one floor. +- •mow . w. .. ..r. .- • . -+.r.� ... . w... �.. •..wr�..w+.�. �... This tabie is not intended to prevent tem erasure and shr� k p n aq C r acks. Reintorcing steel shall be placed within the inside half of the wall and not closer than 3/4" clear from the inside f ace of the wall. Concrete cast ag ainst earth shall be spaced a minimum of 3 inches from the soil. Solid block first two joist spaces adjacent to anchor bolts where floor oi is r � s are parallel to the wall. ' S There shatl be a rnir;lrnum of two (2) anchor bolt foundationAll - s per -. w1th one bolt located within twelve ( ?� inches of each end of each foundation s6* i ll plate. Foundation lates and slls shy 11 h p e thy. scrod of wood specified in Section 6 'Wall height is measured a:; the vertical distance from the to f f nt�n p o the o q to the top of the concrete wail. If the slab is eliminated, a 1;pecial design is re Uired reg g q of the backf li height. ° Reinforcement lap splice. Vertical --24 inches. Horizontal --1 i n c he s , 8 c es . NOTE: Foundation wall should not be subjected to more than P CF v 1 ( 1 a 3D equ i a ens fluid pressure soil nor a Surcharge. } 0 M �i i 3 t t 1 l $me 0 , a Omn f N OEM i > rz � ~ c i 1 1 *'' i AW 4 1 TA91.E 23- �- Z --W000 S N IL NEI. gOOF Sl�J►T�IM�I�i NAILMI�i 3CNED11t.E � 4 FT 4 _m FT. PCOF l FT s (INCLUDING , Fr. OVE RHANG) P �2 i Avm 'fGf se, AW elmv 4 n•ei' /s,ia 4x ay.,e- io o"•, '4 37. Roof sheathing. Roof sheathing shall be in aomrdance with Tables 23 wU4w E-1 and 234I.E -2 for wood structural panels and Tables 214vmD-1 and ?3 -II -D- 2 for lumber. Section 2320.12.9, UBC. 0tiC AGO E A F '1 1 / I Whem unuaul bow or fmM caditiam we found. footings aed foundatiom shall be u Rquined m Section 1806. 1. 'the Bound miler th fbor may be excavaoed to the ekvatioo of the top of the footing. F-00fiaz beneatli FlooR 'JIC soaoe 6 m... mr�th the fYvr is aun.n .... .0 a..Y ... r --': -- - -- - - -- "L - - - � Ban w in wn �OITea to ( ' � f - this ' spud . Mg walls m be � foocin footing b'Y The width . viift die end the f I be not (1 829 m q1n _ than 6 feet mm) on center. )%unda w-w • Zone 4, uous faorin slh�,U be provided - 'P Ss with a numnai m of one No. 4 bar top MW b o t tom. may s roof in to the l�rted n of floors. Founda su - roofs only shad be as for one floor. , e 11 .. 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