Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D05-170 - BERNABEL RESIDENCE - NEW HOUSE
BERNABEL RESIDENCE 5021 S 124 ST D05-170 r � 41► Cit y Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiya.us DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0179002275 Permit Number: DOS -170 Address: 5021 S 124 ST TUKW Issue Date: 04/03/2006 Suite No: Permit Expires On: 12/02/2006 Tenant: Name: BERNABEL RESIDENCE Address: 5021 S 124 ST, TUKWILA WA Owner: Name: QUINN TYLER W & T C Address: P 0 BOX 98130, DES MOINES WA 98198 Phone. Contact Person: Name: SIMON BERNABEL Address: 2004 SW 152 ST, APT #2, BURIEN WA 98166 Phone: 206 248 -8095 Contractor: Name: OWNER AFFIDAVIT - SIMON BERNABEL DIAZ Address: , Phone: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,488 SQ FT SINGLE FAMILY RESIDENCE AND 130 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION AND SEDIMENT CONTROL AND PAVED ACCESS. NO WORK IN RIGHT -OF -WAY APPROVED UNDER THIS PERMIT. EXISITING WATER METER AND EXISTING SEPTIC SYSTEM. PUBLIC WORKS STORM DRAINAGE PERMIT AND INSPECTION NOT TRIGGERED BY PROPOSED WORK. THE ROOF DOWNSPOUTS WILL CONNECT TO DRY WELL. Value of Construction: $143,329.38 Fees Collected: $2,931.11 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Z Z, �w u� D U N 0 J Co U. wO 9-j LL co = �w z X t-- H O. Z F- 2 5 U 0 N o �- W W. �U LL O w Z. H =' O z doe: IBC- PERMIT D05 -170 Printed: 06 -12 -2006 � i N i 1908 I Cit Tukwila Steven M. Mallet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -170 04/03/2006 12/02/2006 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: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: A '01 1 /v_ Dater 2 1 _OG I hereby certify that I have read and xa ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b�e m with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: 9_01��Ild __ _ _ Date: 061 / z to 6 r Print Name: l e Cdr �cc r 1 ke 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. ;c doc: IBC- PERMIT D05 -170 Printed: 06 -12 -2006 nwuw s ' Z F W oC 2. u� D . UO CO j3: J = CO w 0 LLQ rn D = d. �w z f- F- O Zt_ UJI w U� 0� o E-- w HH LL 0 W Z U CO. O F - Z City Tukwila S teven M. Mullet, Mayor o '�y Department of Community Development Steve Lancaster Di, -ector -� 6300 Southcenter Boulevard, Suite #100 ip O Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: ci. tukwila. tiva. us DEVELOPMENT PERMIT Parcel No.: 0179002275 Permit Number DOS -170 Address: 5021 S 124 ST TUKW Issue Date: 04/03/2006 Suite No: Permit Expires On: 09/30/2006 Tenant: Name: BERNABEL RESIDENCE Address: 5021 S 124 ST, TUKWILA WA Owner: Name: QUINN TYLER W & T C Address: P 0 BOX 98130, DES MOINES WA 98198 Phone: Contact Person: Name: SIMON BERNABEL Address: 2004 SW 152 ST, APT #2, BURIEN WA 98166 Phone: 206 248 -8095 Contractor: Name: OWNER AFFIDAVIT - SIMON BERNABEL DIAZ Address: Phone: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONVERT EXISTING GARAGE INTO SINGLE FAMILY RESIDENCE. ADDITION OF 384 SF ON MAIN FLOOR AND CREATING A 336 SF SECOND FLOOR. 1,488 SQ FT SINGLE FAMILY RESIDENCE AND 130 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION AND SEDIMENT CONTROL AND PAVED ACCESS. NO WORK IN RIGHT -OF -WAY APPROVED UNDER THIS PERMIT. EXISITING WATER METER AND EXISTING SEPTIC SYSTEM. PUBLIC WORKS STORM DRAINAGE PERMIT AND INSPECTION NOT TRIGGERED BY PROPOSED WORK. THE ROOF DOWNSPOUTS WILL CONNECT TO DRY WELL. Value of Construction: $143,329.38 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $2,931.11 International Building Code Edition: 2003 Occupancy per IBC: 22 * *continued on next page ** doc: IBC- PERMIT D05 -170 Printed: 04 -03 -2006 P ` r � z Z . �w Q 2 JU U CO J H N LL w O. L L = rr- _ z �. �O z r -. �2) U� O N o r•-- w W' ,u. O .. z� W 0 E.. z Cit y 6'. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us W Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N N Y N N N N N N N Number: 0 Start Time: Volumes: Cut 0 C.Y. Start Time: Private: Profit: N Private: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -170 04/03/2006 09/30/2006 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Permit Center Authorized Signature: n& A.� � A 9 Date: 110 �z 10� I hereby certify that I have read an k"_ ami�te jthis permit and know the same to be true and correct. All provisions of law and ordinances governing th' work will be complied with, whether specified herein or not. i The granting of this ermi does not presume to give authori o violate or cancel the provisions of any other state or local laws regulating constryXion or he perforr�ance�of work. ) pm,4fh4ized to sign and obtain this development permit. Signatu Print Name: Date: This permit shall become null and void if the work is not- cafrimenced 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. F t .. �:. »�s.• w�N ^.nauJ.s:i.:. u�h,t�a d51�izv,:n,. N. tt r� N ua.�,, i,>:.e..a,.d..:;�.e>,.�r..a..i a•ict. .. >: b;' b. ei»:� x:,'u'la:k".dxSufwifr;a4..Wr% �A t; K F� Z Z �2 � U U U J U) L W O �� L� co) O =w z� HO Z E_ LU5 U O N o � w O. Z. U =.. O ~. Z I A z $ w City of�Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 0179002275 Permit Number: D05 -170 w Address: 5021 S 124 ST TUKW Status: ISSUED Suite No: Applied Date: 05/17/2005 v Tenant: BERNABEL RESIDENCE Issue Date: 04/03/2006 v p CO co W J = F-- 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** O w� 2: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation Ei off -site or into existing drainage facilities. U- co w 3: Contact Public Works Project Inspector at 206.433.0179 at least 24 hours BEFORE beginning any work and at least 24 I hours before completion of work. z H O 4: Any material spilled onto any street shall be cleaned up immediately. �z Uj 5: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum and shall v co be paved from the street pavement onto the property for at least 20'. Turning radii shall be a minimum of 5'. o 6: ** *BUILDING DEPARTMENT CONDITIONS * ** UJI v ' 7: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the z Building Official. v co 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center .O ~ z (206/431- 3670). 9: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 10: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. doc: Conditions D05 -170 Printed: 04 -03 -2006 r i i i �nwrera ..aay.r•+�.+es+�r�t.•m+�^. r >..w«e �.,rr...a�.mn» *r3r �r.n,.�...«..,.�;,. - - - --^— ----�, 1, f City of Tuk wila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. Z z 17; All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be W. obtained at City Hall in the office of the City Clerk. � D ' 18: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the JU U o CO International Building Code and the Washington State Ventilation and Indoor Air Quality Code. = J 19: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances N w shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, w O bathrooms, toilet rooms, storage closets, surgical rooms. UQ j 20: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE cn a i GARAGES, repair garages, automotive motor - fuel dispensing facilities and parking garages shall be elevated such that w the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. Z = 21: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall F- O Z f- be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum ? o distance of 4-inches shall be maintained above the controls with the strapping. U 22: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of ON ~ z w Public Health - Seattle and King County (206/296- 4932). U. 23: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department O Z of Labor and Industries (206/248- 6630). v N 24: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, O Z any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Conditions D05 -170 Printed: 04 -03 -2006 «J.Yi:iwFti.°.tl." MV.wr "+ M4' '44�ik :xa7(witkFi.1'.tiSeGSZ9. Y.t i,,.b',cu1.uGi 3 r . 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 p mit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructor the performance of work. r Print Name: Date: Z Q Z. W; a � J U 0 0 rn J X V) L LLQ cf) = Z f— Z O rr- . w LLJ U � O cn. � F— W UJ ILL H �Z Z i doc: Conditions D05 -170 Printed: 04 -03 -2006 CITY OF TUKWIL4 ''+ Community Development Department g Public Works Department , Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building'Permit Ao. Mechanical Permit No. Public Works Permit No. Project No. (For o tce use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ; King Co Assessor's Tax No.: y 2� Site Address: 502 16- 1 2g4 i ZI TUKwf t n W . A • 9 1 � 8 Suite Number: Floor: Tenant Name: 3 / NO n/ 13 6 Al 66 L New Tenant: ❑ .... Yes [ Property Owners Name: f 11'ICAi ,�3E�NFrj3c Mailing Address 200q 3 w /.52 ON ;5 Aer 42 0uR , AI CUA 9X 166 - 2 062 City State Zip CONTACT :PERSON ;` �: - Name S I N ON 0 69 n! A a 4C L Day Telephone g ;. 1, 0 (e F70 - 78� Mailing Address: :20011 6W ,152 Dn1 *? Art #2 A i3u,? ) i=ni t t,.A . 99 1 66 - 20 6 2 City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION (Mechanical Contractor information on back page) . 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 ** ARCHITECT OF RECORD - A11 plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by .Engineer of Record Company Name:. Mailing Address: Contact Person: E -Mail Address: \permits plus\icc changes \permit application (7-2004) Page 1 City State Zip Day Telephone: Fax Number: Z if Z �W Q � JU UO u) o CO LLI J_. NU_ WO 9Ei LL Q �D = F— W Z t_ O Z f_ LU 5 U� O- 0 F- WW HC.) LO w Z CO) O Z BUILDING PERMIT. INFORMATION-...206-4 1 . Valuation of Project (contractor's bid price): $ -u if Existing Building Valuation: $ I.3 62a0 - = Scope of Work (please provide detailed information): e4&V6_R_r10J6 &XW &C, � ,�ra Sr�/cSGG �Frpi�?�G41 3iAE�riG� AFj1'A-DD17rdX2 12—WO A3( q uo oe_ A/Ax Will there be new rack storage? ❑ .. Yes . No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below X Eir 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: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes K•No If "yes ", explain: lk FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm []..None . Other (specify) Smoke pl UCn)"_ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. *nits phu\ice ehinges\pamit application (7.2004) Page 2 ;h:..; .. . .,. ... .., ... t.. . ,. . �;,,, .:�� i;xe.� }�Gn.9:;��• +• � �.i �. �:a�sW B < !t+io��ra � -�,�7 - i�Y:f. d'� aim "R619d1� ,..�.,�.. %.. Z �W QQ JU 00 CO o J = H Nu_ WO J U_ Q Co a = W Z HO W U� ON o t-. W W HQ u O Z W U= O F- Z Existing Interior Remodel Addition to Existing Structure ' k New Type of Construction per IBC Type of Occupancy per IBC 1" Floor •� G I 3 8 t I Va R I S 2 Floor 3 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport .Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes K•No If "yes ", explain: lk FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm []..None . Other (specify) Smoke pl UCn)"_ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. *nits phu\ice ehinges\pamit application (7.2004) Page 2 ;h:..; .. . .,. ... .., ... t.. . ,. . �;,,, .:�� i;xe.� }�Gn.9:;��• +• � �.i �. �:a�sW B < !t+io��ra � -�,�7 - i�Y:f. d'� aim "R619d1� ,..�.,�.. %.. Z �W QQ JU 00 CO o J = H Nu_ WO J U_ Q Co a = W Z HO W U� ON o t-. W W HQ u O Z W U= O F- Z A PUBLIC WORKS PERMIT INFORMATION 206- 433 - 0179. Scope of Work (please provide detailed information): Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided El.. 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) ❑ .. Geotechnieal Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that a ❑ ...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 ❑ ...Permanent Water Meter Size... is WO# ❑ ...Temporary Water Meter Size.. WO# ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billint=_: Name: Day Telephone: Mailing Address: City State Zip \pennies plua\ice changea\permit application (7-2004) Page 3 Z `~ W W� JU 0 Cl) 0 C0 W J � CO LL WO J LL CO d = W H Z F. F- O Z h- U0 ON o�- W UJ u. O W Z U= O F.. Z MECHANICAL PERMIT INFOh RATION — 206- 431 -3670 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): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper - Qty 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP. /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I Equipment PERMIT APPLICATION NOTES.- Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY C FY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF RJ RY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. UILDING O ER R AUTH IZED AGE A Si_ ._. _......_. Date: 0.(" Print Name 5 /11 W (� -'' L Day Telephone Mailing Address: '2004 Sw J52 40 2--5 A R I - 2 13ua 8 -- 206 Z City State Zip Date Application Accepted: Date Application Expires: Initials: \permits plus\icc changes \permit application (7.2004) Page 4 Z 1 Z �W �U 0 UU co LLI J = E- Co LL WO J LL Q = a F. W Z f— Z o W W U� O� o ff = U LL O W Z U= O Z NVIA f � g Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179002275 Address: 5021 S 124 ST TUKW Suite No: Applicant: BERNABEL RESIDENCE Receipt No.: R05 -00706 Initials: BLH User ID: ADMIN Payment Amount: 500.00 Payment Date: 05/17/2005 12:59 PM Balance: $1,164.90 ! Payee: SIMON BERNABEL TRANSACTION LIST: Type Method Description. Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Mon Ord 54116107 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 500.00 Total: 500.00 I 0 /1 "? � 7716 Tffr, .(- 500.00 doc: Receipt Printed: 05 -17 -2005 RECEIPT Permit Number D05 -170 Status: PENDING Applied Date: 05/17/2005 Issue Date: r t zz Z �W 0 0' N 0 w= J �. ST U. W O LL Q: N :3 = a �W z� O. z �- �a U CO. 0 - O H W W Z lL �; —O ti! Z' V CO) H O z i g Cit y of Tukwila INS , 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179002275 Address: 5021 S 124 ST TUKW Suite No: Applicant: BERNABEL RESIDENCE Receipt No.: R05 -00707 Initials: BLH User ID: ADMIN RECEIPT Permit Number DO5 -170 Status: PENDING Applied Date: 05/17/2005 Issue Date: Payment Amount: 154.10 Payment Date: 0511712005 01:00 PM Balance: $1,010.80 Payee: SIMON BERNABEL TRANSACTION LIST: Type Method Description Amount ---- - - - - -- ------------------------------------ ------ - - - - -- Payment Check 54116107 154.10 ACCOUNT ITEM LIST: Description Account Code Current Pmts i------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- i PLAN CHECK - RES 000/345.830 154.10 Total: 154.10 i ;i:?3cr 05/1.7 4" Tt1Ti1t 15 doc: Receipt Printed: 05 -17 -2005 Z � JU UO Cl) 0' wi J � N LL W� = W �.. 0 Z F- U� O Cl) � H = U LL ~ Z CO) Z � 1y e1 ,�`� Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 RECEIPT Parcel No.: 0179002275 Permit Number DOS-170 Address: 5021 S 124 ST TUKW Status: APPROVED Suite No: Applied Date: 05/17/2005 Applicant: BERNABEL RESIDENCE Issue Date: Receipt No.: R06 -00440 Payment Amount: 2,277.01 Initials: ]EM Payment Date: 04/03/2006 11:36 AM 'User ID: 1165 Balance: $0.00 Payee: SIMON BERNABEL DIAZ TRANSACTION LIST: i Type Method Description Amount i ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- I Payment Check 8766 2,277.01 ' ACCOUNT ITEM LIST: Description Account Code Current Pmts t -- - - - - - - - - - - - - - - - - - - - - . -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUILDING - RES 000/322.100 1,537.34 PLAN CHECK - RES 000/345.830 345.17 PW BASE APPLICATION FEE 000/322.100 250.00 I PW PERMIT /INSPECTION FEE 000/342.400 70.00 PW PLAN REVIEW 000/345.830 70.00 f STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,277.01 4145 04/03 9710 TOTAL 2277.01 doc: Receipt Printed: 04 -03 -2006 i i A 1p Z " Z . W JU UO Co U CO) J N LL W O LL Q = �W z _. ii— I— O. w i- W ULa O -- :0 H W W F=- L) L O LLI Z co P . O Z 17 7 INSPECTION RECORD -170 Retain a copy with permit Z05 1 SPEfTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 1 #100, Tukwila, WA 98188 ) W206)431-36V Prqj*ect: Type of Inspection: Address: Date Called: D ate /` Special Instructions: Date Wanted: $ 8 0 REINSPECTION FEE UIRED, - or to inspection, fee must be V --07 p.m. `ti Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i : z k.- � QQ W 00 1 CP) 0 U) W Lu X � -J l.— CO) LL.' 0 U- (J) I.- W 1!- 0 Z 1- UJ 5 Cj) 0-- W. L) z 0 z "Inspector '4 D ate /` $ 8 0 REINSPECTION FEE UIRED, - or to inspection, fee must be V `ti S at 6-300 Southcenter Blvtd Suit 00. Call to secheclute reinspection. e Rec ipt No.: Date: 14 i : z k.- � QQ W 00 1 CP) 0 U) W Lu X � -J l.— CO) LL.' 0 U- (J) I.- W 1!- 0 Z 1- UJ 5 Cj) 0-- W. L) z 0 z I if INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 F6)431 z Z LU 00 U) 0 co LU W:r J f- Lo LL WO LL V W Z E- 0 Z F- W U J 2 5 D 0 C.) Cf) OH LU UJI HP U- 0 Z cf) 3: O Z INSPECTION RECORD Retain a copy with permit FL INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Projec d Type of Inspection: `; Ad s : Date Called: Special Instructions: Date Wante .� ...- Requester: Phone No: a Approved per applicable codes. 1 0 Corrections required Tr , WKW VA �► Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, paid at 6300 Southcenter Blvd., Suite 100. Call to sechedul Receipt No.: Date: � Y z i z JU UO CJ) 0. co W J CO LL W O Q � = a W z H O W F- UJ U O C, 0 {— W H U- O. W z UN H� O z Project 1- ',0 0 7 a /n 0�� Type of I spection: Addres-IL: 5 6-0 /,? Bate Special Instructions: Date Wanted Requester: Phone No: COMMENTS: FIX d A w- m PA Z Z UJI 2, 4:3 J (.) 00 Cl) 0 C0 w W -r CO) U- U J 0 2� 9 -J LL =w F- 0 W ~ F- LU Uj 5 0— . w w ~ H Z CO X O ~ Z INSPECTION RECORD. ��ri -� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec :/ /�jz�J�1 l Type of Inspection: 1) ,( ) Address � / Date Called: Special Instructions: Date Wanted: a.m. '3 1,,4 10 7 p.m. 312-41 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. :S$S pw COMMENTS: 312-41 r l iti / � 21 2� 7 Inspector: / Date: 3 / / / ') 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. ��iG�:�h4:.i f^r 'y 1 i '; i `y. " r .;.hl "" i.. a fry . >, � u. ' ' �.'E'.x::: '. ."�•�� ����� �:C::,'.ti.r.l4t isd. c:w.+•1fia�7tu.et.��Ji�s��r >;,R SfI.#�:i: "s '1;':wrSS'.S,'] y':i�:•k "' « "�,.'..:t��iSi'.L�`. 1` ,�• -j• :_�= � z JU U N D S2 u_. WO 9-j LL U� I— W Z H O W ~ W U� OS2 D F- =U H U. O. it! Z CO O z S�f�,N "x:�rr.�.yt3:�'.,y'P .,�Y t t�•�••,, -'rt t" .. 4. �l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - :670 Project: VieY � tI Type of Inspec ion: r6 tfA cry. < • t it 1,\.� Address: n 5L' Date Called: U 7 , (0 1 Special Instructions: Date Wanted: + (, l t F Requester: . . - ���w V ` Phone No: 2 L L .. t a. iw�.c�p+t ivv., vaw. Inspector: Date: t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be. I Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I I Z ' ~ N W W i =• UO CO) w= J C0 O LL 2 � 9 -j U- Q = �w Z t•- t— O W F- 5 U� O C,. W LL ~O. W Z U= O F- z - INSPECTION RECORD O Retain a copy with permit �g INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr pp '� _� If TypAof inspection Ad ss: �n�I s - to s Date Called: U Special Instructions: Date Wanted: a p.m. Requester: 0111 0 0'') P l, o e No:� Approved per applicable codes. El Corrections required prior to approval. W COMMENTS: CA, o eN Gv 7��wr nspector: Date: 0 F $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: 1` Z iH Z QQ� JU U O CO a C0 LLJ J = H �LL W O LL to = d . Z= ZO W LLJ �p U O� o1.- W L L - Z W N f— H O Z { f L INSPECTION RECORD f / — J Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (A06)431-3670 1 Project: / .Y J"7 11 Type of Ins ecti n: Address: Called: Speci nstructions: Date Wanted: -a: Requester: Phone No: F1 Corrections required prior to approval. 3� Inspector: Date: /0 2�4 — $58.00 EINSPECTION FEE R QUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: I Z W 1J.. J U. U o CO) C3 w= J H N LL W 9:3 LL CO) d ? l'- C) 5 U� O N WW 2 F , U LL Q W Z CO) O F- Z INSPECTION RECORD Retain a copy with permit INSPECT _ NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Project- Type of inspection: e? Rec eipt No.: I Date: I Z Z W J C.). L) 0 CO) 0 CO) UJI WX CO) U_ w 0 Ei LL S2 H W Z F_ 0 Z F_ W W co 0 W W ed z O ,Z L_J paid at 6300 Southcenter Blvd., Suite 100. Cali to s'echeduie rein-spection, Address: 21 12 74 Date Called: Special Instructions: Date Wanted: Requester:' Phone No: Rec eipt No.: I Date: I Z Z W J C.). L) 0 CO) 0 CO) UJI WX CO) U_ w 0 Ei LL S2 H W Z F_ 0 Z F_ W W co 0 W W ed z O ,Z L_J paid at 6300 Southcenter Blvd., Suite 100. Cali to s'echeduie rein-spection, INSPECTION RECORD Retain a copy with permit I t�' -4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 6)43 1 -36 0 Proje Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m Requesterf Phone No: $Approved per applicable codes. Corrections required prior to approval COMMENTS: Inspect 01 Date: $58.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lReceipt No.: Date: 11 Z F W 2' a 0 0 CO co W LL W O 2 � 9 75 ILL N CY W Z 0 W 11-- W 5 U C0 0— 0 (- WW lL 0 iil Z L) Co P X, 0 Z j .. INSPECTION RECORD Retain a copy with permit ZQ:25 INSPECTI NO. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (( 06)431 -3670 Project: Type of Inspection: l r^ Addre 2. L Date Called: Special Instructions: Date Wanted:,,r� a.m. Requester: Phone No: teceipt No.. Date :' . ��Y .xt.�SAPJ{r.Lf.'+f.':��tY2i1A0 y 1 t Z Z QQ W W� JU UO W N LL Wo a� -. LL Q Q = d W Z� F- O Z F- W U� O CO) ❑ F- WW Z O lil Z' U N P H. O . Z ''—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD 10 Retain a copy with permit - INSPECTION N0. PE T NO CITY' OF TUKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 98188 (206)431 -36 �.i Phone No: ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: .t F 00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. " . •.� ...___ Pro c L c k AJ A is . � 8 S , Type 1 6 -P —! f � ► l � �l Address:i: 5 S 12 Date Called: Special Instructions: Date Wanted: a.m. _ (� -- 6 (— p.m. Requester: :3 7 Y �yi } �i )Y. 00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. " . •.� ...___ Pro c L c k AJ A is . � 8 S , Type 1 6 -P —! f � ► l � �l Address:i: 5 S 12 Date Called: Special Instructions: Date Wanted: a.m. _ (� -- 6 (— p.m. Requester: I Z � S f� 0 NO J I. (0 U W O a�- U. Q S2 2 �W Z I— O Z F— UJI 5 U� O �. 01— Uj W H L). U. O t! I Z U N. P H Z I. INSPECTION RECORD Retain a copy with permit INSPECTION NO. No CITY OF TUKWILA BUILDING DIVISION";W_ 'V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Pro'ect* �� A Type of Inspection: -5 /V .0 Akl U Address: Date Called: Special Instructions: Date Wanted: a. (0 L p.m. Requester: Phone No: 1 71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 juat r -4 18. .0 REINSPECTION FE Prior to inspection, fee must be p i, i at 6300 Southcenter Blvd., Suite 100. Call to secheduie reinspection. Receipt No.: Date: Z Z W C.) 00 W W CO LL LL , 0 LL Cj) W 0 W ~ F- LU LU 5. 0 C0 0 0 W W, C. ) U 0 C0 W C0 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION ► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: F2 tiJ A 1 36L (�� Type of Inspection: 60Iq t( S V1 Address: 5 5 12 Date Called: _ Special Instructions: Date Wa ed: !! a.m. cc� v p.m. Requester: Phone No: ,r f S� �,Qpprovecl per applicable codes. a Corrections required prior to approval. COMMENTS: 6 i' 1 l t i k 4 Receipt No.: Date: Z �W QQ� JU UO W = �L W O' �-J LL Q CJ) = a �W Z� �= O W ~ W U� O� O H W H LL O LLI Z U= O Z Paw (2L o3uu Duuuicerner owo., Z)UILU mv. eau Lu secneowe reinspection, INSPECTION RECORD Retain a copy with permit ID0 5—/76) INSPECT ON NO. ERA 0 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 66) 1 - 3 6 0 1" PrS*4ect: Type of Inspection: e-e-4kI'l Address: Date.QUed. Special Instructions: Date Wanted: C9 2 j; - - � p.m. Requester: Phone No: — Approved per applicable codes. Corrections required prior to approval. COMMENTS: r. ii Inspector: �� . -V -� F $�8.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be L—j PW at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. Q Receipt No. Date: i Z Uj (30 CO) C0 LLJ -j F- 00 LL WO LL cC to UJI Z Wo LLj 5 CO .0 O H LIJI U j 1: L ) F- I-- 0� LLj Z' 0 H- Z INSPECTION RECORD x Retain a copy with permit D05 17 INSPECTION NO. PERM. 0 CIT OF TUKWILA BUILDING DIVISION 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)V431-3;67r Pro* t' Type of Inspection: - f QbrdvNe( C � (A Address: Date Called: Special Instructions: Date Wanted: a, 9 — z ?— — 0 C, p- Requester: <;. I rA C) tQ 1 IV 5 Phone No: (0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rl"7 1 IV 5 C' aztz -e 17 Y. 42k� Inspector: 1 j�/�/ $58. KOREZPECTICI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. Z I �-: " J - Z W JU 00 CO a W W W x I.- LL LI J 0 2 }. 95 LL co W 0 z W LLJ 25 C3. CO: 0 0 16—, W Lu C LL Z. C0 Z INSPECTION RECORD Reta a copy with permit 70 INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 06)43,1 -3 0 Pro . ect: r/�VA'4�7/ Type of Inspection 2--wz)* /(7,-A M Address: Date Called: Special Instructions: Date Wanted: a. A — p.m. Requester: Phone No: 4 2C -.. //- Approved per applicable codes COMMENTS: He or rrections required prior to approval. 7AS REINkSPECTION FEE 8.00 R QUIRED. , Pn r to inspection, fee must be pai 00 Sou i1i aid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. d at 63 .eceipt No.: z 00 Cl) 0 (1) W W CO) U_ 0 LL cf) CY W z 0 W �- W W 5 U 0 N . 0— a F- W W. T- (.) 0 W C0 z Z iF— W . _ �~ _ "'y- +.i- .,.- •..fit- .^y,.n -'T' =' r -`"' "" 7: ��-' V O to N W INSPECTION RECORD _ Retain a copy with permit o 1.)d5�i7U. cn INSPECT N NO. PERM NO L CITY F TUKWILA BUILDING DIVISION ;W �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 LL Pr ' ct: // / Type of Inspection: N d Address: Date Called: ? F—. D 0z J �� � !, z O Special Instructions: Date Wanted: a.m. W W 15. �- Requester: .O co Phone No: F- Approved per applicable codes. Corrections required prior to approval. Z C MMENTS: V O F— Z rnspqctor: uate: 7 =� .�., i $58.00 R6SPE TION FEE RE IRED. Prior to inspection, fee must be paid at 6300 South enter Btvq ,Suite 100. Call to sechedute reinspection. v Receipt No.: Date: k , i.. ,. •• - `- :y�rrr� ci.nar.rrra.r.r nr' ��� k!MII )ZApproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit��� �� r INSP ON NO. PE f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ect: Type o ` r is RAI " Co/ �i°s r 3_ C / �1. y / $58.00 REINSPECTIOIfFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = Z JU UO W = J H u- W 2� L L = �W Z l.— F- o W 5 U� O C O I-- W W. H WZ co O f- Z ss: IQ / � 5 io2 S f Date Called: Special Instructions: Date Waned: a. e. 0 p.m. Requester: " Phone No: r, C / �1. y / $58.00 REINSPECTIOIfFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = Z JU UO W = J H u- W 2� L L = �W Z l.— F- o W 5 U� O C O I-- W W. H WZ co O f- Z Project: Type of Inspection: Address: ; v 2— Date Called: Special Instructions: Date Want d: ax l.. Requester: Phone No: / f/ z: 1 e t Inspector: Dater $58. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: -:l..r5.5]_._.. s. i._.._. : ..,•_'J •. ...5. .': 't "' ..•.: ;, �;t_'Z:.:. ♦I! s Z �Z � W W� JU 0 Cl) CO) Ill J H CO) LL W 0 �J LL Q N� = a. �W Z F- 1-- O W F- �0 U O N O H W H O W Z Z .±.K..r•s1 .'iwr - - . -.... .. .... .- ......+.- r....+v..r.r- . -.-.�- �_.-. ..te ..�_.. �.... .... -_.. ._... _..... -.._.. ... . . INSPECTION RECORD L) b� 1707 r- Retain a,copy with permit ~ INSPECTION NO. 4 PERN CITY OF WKWILA..BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -367 i t I . t . roved per applicable codes pct: R tai A � s Type of Inspection: 1 -� .` Address: ! .5 0 z S- IZ'1 � Date Called: Z Special Instructions: Date Wantd: a. m . Requester: Phone No: 11 Corrections required prior to approval COMMENTS: tor: Date: $5 .00 REINSPECTI N FEE REQUIRE ZPrior to inspection, fee must be p id at 6300 Southce ter Blvd., Suit 100. Call to sechedule reinspection. ilpt No.: f (Date: Z H �~ W JU U O CO) J � �w WO LL � =w Z f.. z o- W �5 U� O N D H WW W UN F- O Z „ tor: Date: $5 .00 REINSPECTI N FEE REQUIRE ZPrior to inspection, fee must be p id at 6300 Southce ter Blvd., Suit 100. Call to sechedule reinspection. ilpt No.: f (Date: Z H �~ W JU U O CO) J � �w WO LL � =w Z f.. z o- W �5 U� O N D H WW W UN F- O Z „ Public Health — Seattle & King County Application for Health Department j� 4-roval of Building Permit Fc: houses or structures served by an o_ sewage (septic)syste'm (OSS) Eastgate Public Health Center —14350 SE Eastgate Way, Bellevue WA 98007 (206) 296 -4932 Fax: (206) 296 -4919 Application Fee: $285.00 Please submit abnlication and all sunnort documents in triplicate - The minimum support documents include: 1- detailed route map and directions to property 2. plot plan scaled at 1 =20' or 1 30',11" x 17" max. size, to include: • 'house footprint and any proposed changes to that footprint • location of septic tank and pump tank, drainfield and all tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show 100ft radius around all well sites • location of all out buildings • location of all driveways and parking areas • all property boundaries.and easements Health Department Use Only Record I.D. Number� / ON X C/ Health Dept. Uge Only T - Guide Page/Loc. For DDES use Only Date Received Tracking No. Permit Tech • all streams and bodies of water l,, 3. Floor plans of what is changing in the building 11" x 17" maximum size paper. Property Information Address of Property 5 p z, City -I A Applicant's Name 5 in Applicant's Mailing Address Owner's Name imoi - Age of House Existing Square footage of ho �U .S7 �ull_ w i l A Parcel No (APN): 0 1 0 O 'L Zip code 8 j �- oil 13 ex vtet . e l Day Phone ( ) 2o oc/..Sw 1 ,i 2I., r1 sf City A p - r-t ?. R w ri en Zip 9R1 Day Phone - ( Zo(, Zu ?� oy_% Distance to nearest public sewer use Number of existing bedrooms Square footage to be added Description of proposed changes Number of bedrooms being added Type of On -Site Sewage System Serving Property: d h d j \// Additions or repairs to sewage system (give dates and describe briefly) Describe or attach any drainfield easements, covenants or notices on title, which may impact the property r TL KWILA _. 7r _ _ - ____�, Water Supply Information MA 0 3 006 Public water system (water supply with 2 or Water System Name: more connections) State I.D. Number: Private (well, spring,' etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. For Health Department Use Onlv / / Relied, Initials Date ® Approved /0 a,4 Date By: ❑ Disapproved Date By: ❑ Hold Date By: Comments /Conditions: JAN " 9 2006 kTE PUBLIC HEALTH Any parson aggrieved by any decision or final order of the Health Officer may file a written application for appeal to the Health Officer within 60 calendar days of the decision. (Title 13, K.C.B.O.H. Chapter 13.12 — Sewage Review Committee REV 8/22/00, 9/15/00, 12/24/02, 11/15/04 HD Fee Collected: Yes No Z �Z '~ w � JD UQ CO J = �L W 9-1 LL ¢ U� = �w Z F- t-- O Z~ W D� O� 0H wW F- 4:8 .•Z W CO H- _ O Z ' IMF 1 N tz �Q O O O J O ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. kI lth — Seattle & King / ion for Health Department Approval of Building Permit es or structures served by an on -site sewage (septic)system (OSS) me Public Health Center —14350 SE Eastgate Way, Bellevue WA 98007 296 -4932 Fax: (206) 296 -4919 Application Fee: $210.00 /.' Please submit application and all support documents in triplicate The minimum support documents include: 1. detailed route map and directions to property 2. plot plan scaled at 1 =20' or 1"= 30',11" x 17" max. size, to include: • house footprint and any proposed changes to that footprint • location of septic tank and pump tank, drainfield and all tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show 100ft radius around all well sites • location of all out buildings • location of all driveways and parking areas • all property boundaries and easements Health Department Use Only Record I.D. Number Health Dept. Use Only T - Guide Page /Loc. For DDES use Only Date Received Tracking No. . Permit Tech HD Fee Collected: Yes No • all streams and bodies of water 3. Floor plans of what is changing in the building 11" x 17" maximum size paper. Proaerty Information : i Address of Property 0215 12 4' s r TA Kw i U, W. & , C &I ,f 1? ' Parcel No (APN): 1011 1_+191 S City - TA K W I Los Zip code q9 I T Y Applicant's Name* 51 t n,1 s n N A r3 & .L Day Phone ( ) Applicant's Mailing Address ' 3oo2s 208 Ap sea c W .a. ci r tT ity - 15 ea ae Zip R 819 8 Owner's Name S I tIO N 13 M NA ae L Day Phone ( 20 6 ) 'g _+o - _*� T IT Age of House 5f JGa e. Distance to nearest public sewer On f/!e Peo pee.T y Existing'Square footage of house g y o Number of existing bedrooms o 2 ' Square footage to be added Number of bedrooms being added Description of proposed changes X W n N 7 T M A to 9 -0 0rt 5 Type of On -Site Sewage System Serving Property: iN 1)► Vi o u A e Additions or repairs to sewage system (give dates and describe briefly) Describe or attach any drainfield easements, covenants or notices on title, which may impact the property NMI Water Supply Information Public water system (water supply with 2 or Water System Name: more connections) . State I.D. Number: PERMIT CENTER Private (well, spring, etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. or Health Department Use Only Approved Date J Disapproved Date l Hold Date )mments /Conditions: Initials Date !EGA vec'�D 2004 TGATE f'UBLICHEALTH L "I 1 Vi Any person aggrievdd by any decision or final order of the Health Officer may file a written application for appeal to the Health Officer within 60 calendar days of the decision. (Title 13, K.C.B.O.H. Chapter 13.12 — Sewage Review Committee REV 8/22/00, 9/15/00, 12/24/02, MIN Z Z �'- w oG 2 D JU U0 N J F_ Co LL w° 5 - N =w r- Z� z° 2� U ON 0 1— wW LL Z w(D U O Z / FILE COPY , Gravity Load Anal, sis PLAN# 1488A/0 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.10 Software 4/12/2005 g - Lk MgR�� � 0 06 �1 bra qry Of r } RECEIVED ` CITY OF TUKI.n /li.a�; i14i1T CENTER I INCOMPLETE LTR# 2- t 19613 ■ 81st Ave S Suite F �4 � \OF -2580 Fax: (253) 872 -3649 ■ Email: reception CWdesignsunlimited.com ■ Z �W �U UO N 0 W = I S2 0. W U- Q � d. �_ z �- 2 �. U 0—, 131--, W U- o z U� H= O~ z.. . BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 1488A/0 [SEAM 1 TYP. WINDOW HDR Prepared by: DSF Date. 9/12/05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data 1'1111 UCdllllr' ^lud 1= T.L ill � T.L 111 VL Ut: V.VL 111 Beam Span 6.25 ft Reaction I LL 1055 # Reaction 2 LL 1055 # Beam Wt per ft 7.87 # Reaction I TL 1712 # Reaction 2 TL 1712 # Bm Wt Included 49 # Maximum V 1712 # Max Moment 2675 W Max V (Reduced) 1290 # TL Max Defl L / 240 TL Actual Defl L / > 1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Attributes Actual Critical Status Ratio Values Adiustments Section 601 Shear fin TL Defl in LL Defl 49.91 32.38 0.06 0.04 31.47 12.90 0.31 0.21 OK OK OK OK 63% 40% 20% 19% Uniform LL:338 Uniform TL: 540 = A R1 = 1712 R2= 1712 SPAN = 6.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Z I Z Uj WD U O. CO) 0 J 3:. CO) ur �O LL Q N = E- Y Z F- F- O Z t— C3' U O � 3 i--. W W, I=- 0 LL ~O L11 Z' 0 W O ~ Z Fb (psi) Fv (psi) E (psi x mil Fc (psi Base Values 850 150 1.3 405 Base Adiusted 1020 150 1.3 405, CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL:338 Uniform TL: 540 = A R1 = 1712 R2= 1712 SPAN = 6.25 FT Uniform and partial uniform loads are Ibs per lineal ft. Z I Z Uj WD U O. CO) 0 J 3:. CO) ur �O LL Q N = E- Y Z F- F- O Z t— C3' U O � 3 i--. W W, I=- 0 LL ~O L11 Z' 0 W O ~ Z BeamChek v2005 licensed to: Designs Unlimited Reg # 8101 -1456 1488A/0 BEAM 2 a ENTRY PORCH ROOF Prepared by: DSF Date: 9/12/05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Min Bearing Area KI = i.o in`KL= I.0 In` UL Uen U.UL In Beam Span 7.75 ft Reaction I LL 388 # Reaction 2 LL 388 # Beam Wt per ft 7.87 # Reaction I TL 650 # Reaction 2 TL 650 # Bm Wt Included 61 # Maximum V 650 # Max Moment 1260W Max V (Reduced) 521 # TL Max Defl L / 240 TL Actual Defl L / > 1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section 00 Shear in TL Defl in LL Defl 49.91 32.38 0.05 0.03 14.83 5.21 0.39 0.26 OK OK OK OK 30% 16% 12% 10% Uniform LL: 100 Uniform TL: 160 = A RI = 650 i i i R2 = 650 SPAN = 7.75 FT Uniform and partial uniform loads are lbs per lineal ft. Z Z QQ W� U O' cO: J = H N tL W O. N D. = d . H= Z f. HO Z 1—, 5 O co): ° H- 2 V' U- O, W Z p O ~: Z Fb (P by si si x M11i Ilc Lpsi Base Values 850 150 1.3 405 Base Adiusted 1020 150 1.3 405. CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 100 Uniform TL: 160 = A RI = 650 i i i R2 = 650 SPAN = 7.75 FT Uniform and partial uniform loads are lbs per lineal ft. Z Z QQ W� U O' cO: J = H N tL W O. N D. = d . H= Z f. HO Z 1—, 5 O co): ° H- 2 V' U- O, W Z p O ~: Z r"VIAUVr'7 (. — �.. i U , DESIGNS UNLIMITED STOCK PLANS ■ CUSTOM D E S I G N FILE COpy Gravity Load Analysis PLAN — 2540S/A/2 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.10 Software 08/04/05 REVIEWED FOR CODE COMPLIANCE MAR 2 9 2006 of �� ll - a ll'^ ►� it ilt I1.+ NECEVED CITY OF Tum" AUG - 8 2005 PERMIT CENTER INCOMPLETE LTR #� v 19613.81 st Ave S • Suite F - Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 ■ Email: designstudio @designsunlimited.com ■ Z �a z �w UQ W= �U W O. U- a. S2 d �W Z O W 2 5 U cn o ~` WW U u ~O: Z: LLI U N: Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 1488/a unfloor beams Date: 8/01/05 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min B ear ing Area R1= 0.4 in R2= 0.4 in Data Beam Span 6.0 ft TL Defl (in) 30.66 Beam Wt per ft 6.17 # Reaction 1 TL 168 # Reaction 2 TL 168 # Bm Wt Included 37 # Maximum V 168 # Max Moment 253'# Max V (Reduced) 135 # TL Max Defl L/240 TL Actual Defl L / >1000 Section (W) Shear (W) TL Defl (in) 30.66 25.38 0.01 2.74 2.69 0.30 OK OK OK 9% 11% 4% Uniform TL: 50 = A R1 = 168 R2 = 168 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z H Z:. 0 W= J4 - LL.. W O. J LL. Q Z �. H O Z 1-- LLl LEI' H V. — O: ill Z CO O Fb (psi) Fv (psi) t (psi x miq Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1105 75 1.3 405 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 50 = A R1 = 168 R2 = 168 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z H Z:. 0 W= J4 - LL.. W O. J LL. Q Z �. H O Z 1-- LLl LEI' H V. — O: ill Z CO O BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 1488/a unfloor beams Date: 8/01/05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.4 in' R2= 0.4 inz Data I �t F Attributes s ± Actual Critical } Status Ratio Values Adiustments ) Loads i 1 I Beam Span 6.0 ft TL Defl (in) 49.91 Beam Wt per ft 7.87 # Reaction 1 TL 174 # Reaction 2 TL 174 # Bm Wt Included 47 # Maximum V 174 # Max Moment 260'# Max V (Reduced) 129 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in') Shear (in TL Defl (in) 49.91 32.38 0.01 3.06 2.58 0.30 OK OK OK 6% 8% 2% Uniform TL: 50 = A R1 = 174 R2 = 174 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. ;Z Z, UJ Q � W D U O: N 0 W = N W O u_ N d = W Ir O. Z F--. �p .O N W W, H U• O. W Z: U N Z , Fb (psi) Fv (psi) L (psi x mil) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 50 = A R1 = 174 R2 = 174 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. ;Z Z, UJ Q � W D U O: N 0 W = N W O u_ N d = W Ir O. Z F--. �p .O N W W, H U• O. W Z: U N Z , BeamChek v2.4 licensed to: Designs Unlimited Reg # 8109 -9456 PLAN 1488/a window header Date: 8/01/05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 3.6 in' R2= 3.6 inz Data Attributes Beam Span 6.0 ft Y{ Critical Beam Wt per ft 7.87 # Reaction 1 TL 1464 # Reaction 2 TL 1464 # Bm Wt Included 47 # Maximum V 1464 # Max Moment 2195'# Max V (Reduced) 1088 # TL Max Defl L/240 TL Actual Defl L/>1000 Adiustments Section (in') Actual Y{ Critical 32.38 Status ;., Ratio 0.30 OK OK Values i 67% 16% Adiustments Section (in') Shear (in 2 ) TL Defl (in) 49.91 32.38 0.05 25.83 21.75 0.30 OK OK OK 52% 67% 16% Uniform TL: 480 =A Uniform Load A R1 = 1464 R2 = 1464 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 (psi) t-v (psi) L (psi x mU) f-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 480 =A Uniform Load A R1 = 1464 R2 = 1464 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. :I r ?j BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 1488/a unfloor beams Date: 8/01/05 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 4.5 in R2= 4.5 in Data Beam Span 6.0 ft TL Defl (in) 49.91 Beam Wt per ft 7.87 # Reaction 1 TL 1824 # Reaction 2 TL 1824 # Bm Wt Included 47 # Maximum V 1824 # Max Moment 2735'# Max V (Reduced) 1355 # TL Max Defl L / 240 TL Actual Defl L/>1000 Section (in') Shear (in') TL Defl (in) 49.91 32.38 0.06 32.18 27.10 0.30 OK OK OK 64% 84% 20% Uniform TL: 600 = A R1 = 1824 R2 = 1824 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. t•b (psi) t-v (psi) t (psi x mil) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 600 = A R1 = 1824 R2 = 1824 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 1488/a beam deck Prepared by: wrh Date: 8/01/05 Selection 6x 8 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 1.8 in R2= 1.8 inz Data Beam Span 8.5 ft TL Defl (in) 51.56 Beam Wt per ft 10,02 # Reaction 1 TL 723 # Reaction 2 TL 723 # Bm Wt Included 85 # Maximum V 723 # Max Moment 1536'# Max V (Reduced) 616 # TL Max Defl L / 240 TL Actual Defl L/>1000 Section (W) Shear (inz) TL Defl (in) 51.56 41.25 0.09 35.10 13.21 0.43 OK OK OK 68% 32% 22% Uniform TL: 160 =A R1 = 723 R2 = 723 SPAN =8.5FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) t-c! (psi) Base Values 525 70 1.1 405 Base Adjusted 525 70 1.1 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 160 =A R1 = 723 R2 = 723 SPAN =8.5FT Uniform and partial uniform loads are Ibs per lineal ft. s FILE COPY Pprrr;f Mn r • Lateral Load Analysis for: Design Unlimited Plan 14bbA -0 Western Washington Default Per 2003 IBC uringQlat v 4.0 C0�EZ��i/Ep� X00 8 �Jr Seismic Design Category D Site Class D SDs 0.865 R 6.5 (OSB) Exposure `B' Wind Speed 85 mph (3 sec) Snow Load 25 psf Jul 27, 2005 r A 3547 Xp1RES '03 -16 - has been personally reviewed by me and it is in full with the 2003 International Building Code. ci i - Y OF TL! INVi.. -A SFP 1 32 , 6105 r'ERMi,r CENTER INCOMPLETE LTR #_.�_ , Z iH Z Q W 2. W D J u: UO N 0 w= J � S2 LL W 9Ei U� � = W z� z o. W LL J Do a- o �- W W' F � LL .Z U 0 z X Z1 m rn 0 G) rn 0 i4l T .... • yZ S • E ' T T TT �• ........... .... 0'$9 0'9 t 2 � 0 -U88bT 5002 -L2 -L0 T fi'aa3S #- x NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. - r choM,- rX,M I I 4n- 1, -.3.. 1 1 r___ - , J _.- - L. J. 1 1 1 [ 7/16 Wood Structural Panel w/ 10d Bo - Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (K lf) 1 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d c@ 5I A35 @24 w /12 - 8d 0.23 1 2 7/16" OSB (1) 10d @ 4 5/8" @ 32 16d {@ 3 A35 @16 w/12 -8d 0 . 34 1 3 7/16" OSB(l) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 - 8d 0.45 1,3,5 4 7/16" OSB(1) 10d @ 2 S/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 1,3,5 5 7/16" OSB(2) 10d @ 4 5/8" @ 2 2 - 16d @ 3 2- A35 @15 w12 - 0.70 1 -6 6 7/16" OSB(2) 10d @ 3 5/8" @ 13 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -6 7 7/16" OSB (2) 10d @ 2 5/8" @ 12 2 -16d r@ 2 2 -A35@ 9 w12 -8d 1.20 1 -6 - L 011= GL1 "CL-1 .1. 1V V U C `..D J GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum . 2:t ( 51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in ( 610mm) oc. e) Fasteners shall be driven flush with surf ace of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR. SHEP_R. WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C- C /C- D /Struet II Plywood. 2 ) Provide 3X' s ( 76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls >0.35 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5 ) Framing to be a maximum of 16 in ( 610 mm) o . c . for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 7 ) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3 " nominal or thicker, and nails on each side shall be staggered. z �z �w D J U. UO U CO J N LL W O' U_ Q. D = w z f- F- O w ~ w U off wW H �. U" O iii z. U =_ .O F" z [ Holdown Schedule ] [ Gr II7 Species FF ] [ Simpson Strong -Tie Holdown] [ Simpson 2004 Catalog ] Foundation Level IHD I Type I Stud I F astner I Anchor ll Cap II Detail I # Type to Stud Bolt Kips Number 1 STHD8 (2) 2x (24) 16d - -- 2 .37 2 STHD10 (2) 2x (28) 16d - -- 2.99 3 STHD14 (2) 2x (3 8) 16d --- 4.43 4 PHD6 (2)2x (18) SDS3 7/8 " 5.86 5 PHD8 (2)2x (24) SDS3 7/8 6.73 6 HDQ8 4x (20)SDS3 7/8 8.33 7 HD10A 4x (4)7/8 7/8 "m 9.54 .8 HD14A 4x (4) 1" 0 1 11.08 9 HD15 16X (5) 1" 0 1 - 1/4 15.30 [ Holdown Schedule ] [ Gr III Species E ] [ Simpson Strong -Tie Holdown ] [ Simpson 2003 Catalog ] Other Levels HD Type Stud Fastene Tie Cap D eta il # Type to Stud Rod 11 Kips I Number 1 CS18 (36 ") 2x (18) i0d --- 1.27 2 (2) CS20 (36 ") (2) 2x (18) 8d ea - -- 2.01 3 (2) CS18 (36 ") (2) 2x (18) 10d ea - -- 2.54 4 (2) CS16 (48") (2) 2x (28) 8d ea - -- 3.30 5 MST72 3x (56) 16d ea --- 5.80 6 2) MST48 (2) 3x (42) 16d ea --- 7.63 7 2)MST60 (2) 3x (46) 16d ea - -- 8.92 8 2)MST72 (2) 3x (56) 16d ea - -- 11.60 9 HD15 6x (5) 1110 5 / 4 11 m 15.30 [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. j d) Refer to manufacturers c atal ous fo anchor bolt embedment depth. e) Posts at holddown: 2 :c 1.L (38mm c and 89mm _c) -- - Y2 or better 1sOmm :: ) - - - Yl or better f ) The anchor type holddowns at ot:7er I evels shall have a nai -, one above and cne below, t _ad b.r w t:ireaded _cd . � ;V) ;rse �TH u =,y D8Rr 'TuD2 ST11D10 R j = c r STHDI and 3THD11Rj fcr ;T - - ,-there __m cistc are -nsta__ed. � ie _a`Jl.." n r ._ ..i s* __ tie _r C ' i s -nxer . ,t i .__n =mum stem wa== tc be '' �.de =cr _ stcr_r bu-= dings, j " w ide av =n a -mczr sz:cr -es i z aa WD J U. L) 0 Co J = H N O. W }} J. LL N � Z CY f_ W z I- O. w �_ LLj Do U :O N � H WW H� ti O W Z U =; O ~: Z i s [ Drag Strut Schedul e ] [ Simpson Cnnctr ] [ Simpson 1996 Catalog ] DS Conn Drag Fastner Th?n-i Cap Note ?# Type Strut to Cnnctr Rod Kips No. P_ 24 " -CS16 DBL TOP PL (22) -10d -- 1.65 1 B (2)24" -CS16 DBL TOP 2L (22) -10d ea -- 3.30 1 C (3)24" -CS16 4x 6 (22) -10d ea -- 4.95 1 D 155 CMST14 4X 6 (88) -lod -- 6.79 1 E 202 CMST12 4x 6 (118) -iod -- 9.64 1 F (2) -HD14A 4x 6 ea W- 1 1" (� 11.08 2 G (2) -HD15 6x10 ea (5) - 1 gi 1- 1/4 15.30 2 H (4) -HD10A 6x10 ea W-7/8 7/8 11 0 19.80 2 I (4) -HD15 6x10 ea (5)- 1" cb 1 -1/4 "o 30.61 2 L 1JLay )t-LUL 1VC L=. z J GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. z w u� D U O D CO Uj U J = H co L w O'. J LL Q M = CJ E— O z f- U� o N: w U H— � 0 iii z U= 0 F- Z i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:27 File: 1488A -0 Date : 08 -01 -2005 Page: 1 of 5 i SUMMARY SHEET SEISMIC DATA: ManualIBC 1 , _ BSF Y -Axis = 0.095 BSF X -Axis = 0.095 i Snow Factor = 0.250 i WIND DATA: ManualIBC Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 ` Load Summary �� to Y �� to X Ht (ft) Level (K) DL Seis Wind DL Seis Wind - - -- - Story -1- 1 1 - 22.4 2.1 6.8 18.5 1.8 2.4 9.0 -. __ { ____________ -- Base Total 2.1 6.8 1.8 2.4 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:27 File: 1488A-0 Date : 08-01-2005 Page: 2 of 5 INPUT DATA Walls Calc Plot Wall Length Wall Lt Trib Rt DiS DiS DiS Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y-Axis X x Y Story 1 Line 1 Wall 0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 Line 2 Wall 1 6.0 6.0 6.0 9.0 4.0 4.0 0.015 0.0 2.0 0.0 'Wall 2 6.0 6.0 13.0 9.0 4.0 4.0 0.015 0.0 2.0 0.0 Line 3 Wall 1 68.0 68.0 0.0 9.0 5.0 5.0 0.015 0.0 2.0 0.0 Wall 2 68.0 68.0 13.0 9.0 11.0 11.0 0.015 0.0 2.0 0.0 WALLS Parallel to X-Axis Y Y x Story 1 Line A Wall 1 0.0 0.0 24.0 9.0 7.0 7.0 0.015 0.0 14.0 0.0 Wall 2 0.0 0.0 36.0 9.0 9.0 9.0 0.015 0.0 14.0 0.0 Wall 3 0.0 0.0 50.0 9.0 18.0 18.0 0.015 0.0 14.0 0.0 Line B Wall 1 24.0 24.0 18.0 9.0 12.0 12.0 0.015 0.0 14.0 0.0 Wall 2 24.0 24.0 45.0 9.0 10.0 10.0 0.015 0.0 14.0 0.0 Wall 3 24.0 24.0 58.0 9.0 10.0 10.0 0.015 0.0 14.0 0.0 Z, Lu: 2 D C.)0� to 04 w Lu uJ -J CO LL :3 u- Vi a . , uJ z +- O. Z F- UJ Lu" D C) 0 'OS2 Lu , LL 0 Z, 111 U) Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:27 File: 1488A-0 Date : 08-01-2005 Page: 3 of 5 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Load Uplift (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) (klf) (ksf) LINES Parallel to Y-Axis Roof Level Lines 1 2 24.0 0.010 0.000 0.000 0.0 0.010 0.040 0.008 Lines 2 3 24.0 0.010 0.000 0.000 0.0 0.010 0.105 0.008 LINES Parallel to X-Axis Roof Level Lines A B 68.0 0.010 0.000 0.000 0.0 0.010 0.100 0.008 z -3 Ow cl) 'co Uj: ujx� -J CO LL 0: W gn, =Y !2 x d. LLJ Z z W LLJ 2 C6 Lu W: u. x 0 tiJ Z O :z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:27 File: 1488A-0 Date : 08-01-2005 Page: 4 of 5 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear Wall Shear H Drag Force Holddowns CSeis Wind CSeis Wind --- Lt Rt Left Rght, (k) (k) (klf)# (klf)## W (K) (K) (K) (K) WALLS Parallel to Y-Axis Story 1 Redundancy Factor 1.00 Ln 1 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 -- -- Ln 2 1.3 2.5 Wall 1 0.163 0.312 2.3* 0.8 0.3 3.7 3.7 Wall 2 0.163 0.312 2.3* 0.0 1.0 3.7 3.7 Ln 3 1.0 2.3 Wall 1 0.061 0.145 1.8 0.0 0.3 1.6 1.6 Wall 2 0.061 0.145 0.8 0.7 0.0 1.3 1.3 WALLS Parallel to X-Axis Story I Redundancy Factor 1.00 Ln A 0.9 0.9 Wall 1 0.026 0.025 1.3 0.4 0.3 Wall 2 0.026 0.025 1.0 0.4 0.2 Wall 3 0.026 0.025 0.5 0.3 0.0 Ln B 0.9 0.9 Wall 1 0.027 0.027 0.8 0.3 0.0 Wall 2 0.027 0.027 0.9 0.3 0.0 Wall 3 0.027 0.027 0.9 0.0 0.0 S-Support required beneath holddown M-Manaul input of holddown # Adjusted per Table 2305.3.3 ##Adjusted per 2306.4.1 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:27 File: 1488A -0 Date : 08 -01 -2005 Page: 5 of 5 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force - -- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL LINES Parallel to Y -Axis Roof Level Lines 1 2 0.3 0.19 0.24 0.00 -0.00 0.00 -0.00 0.0 .50 Lines 2 3 2.6* 1.94 6.51 0.04 -0.04 0.14 -0.14 2.1 .50 a LINES Parallel to X -Axis Roof Level Lines A B 0.4 1.76 s 2.40 0.01 -0.01 0.02 -0.02 0.1 .50 f , z ; ;�- w u� D 0 0, C f) o. w w' _j C0 U. w J . u- = cl 1—, _, Z �.. H O z 1--. uJ 5`. U � O co w u U. H. O; r W Z U co, O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:26 File: 1488A -0 i Date 08_01_ 2005 Page ====---- - - - - -- SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS - Walls Parallel to X axis ' Story Line Wall SW LtHD RtHD - - - -- - - -- - - -- -- - - -- - - -- 1 A - ( 1 A 2 1 - - 1 1 A. 3 1 1 B - { 1 _ 1 B 2 - { 1 B 3 � L SW selection based on file: W7HF10BW.TB HD selection based on file: HCWA.TBL OCWA.TBL i k 5 1 F u. i Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:26 File: 1488A -0 Date : 3 _ 08 -01 -2005 Page: 1 - SUMMARY a OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 1 1 0 - - - 1 2 1 2 3 3 1 2 2 2 3 3 1 3 1 1 1 1 1 3 2 1 1 1 SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL OCWA.TBL I� 0 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 15:37:29 File: 1488A -0 Date 08 -01 -2005 Page: 1 * * * * * * * * ** Detailed Calculations * * * * * * * * ** WALLS Parallel to Y -Axis Story 1 Line 1 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.000 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT 0.000 RT 0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT 0.000 RT 0.000 LT 0.000 RT 0.000 Story 1 Line 2 Wall 1 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.580 1.747 OTM 5.451 15.727 Uniform DL: 0.020 0.004 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.363 RT -1.363 LT -3.932 RT -3.932 Res Moment: LT 1.054 RT 1.054 LT 0.745 RT 0.745 Holddown LT 1.099 RT 1.099 LT 3.746 RT 3.746 Story 1 Line 2 Wall 2 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.580 1.747 OTM 5.451 15.727 Uniform DL: 0.020 0.004 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.363 RT -1.363 LT -3.932 RT -3.932 Res Moment: LT 1.054 RT 1.054 LT 0.745 RT 0.745 Holddown LT 1.099 RT 1.099 LT 3.746 RT 3.746 Story 1 Line 3 Wall 1 Height 9.0 SW Len 5.0 HD Len 5.0 Wt- 0.015 Seismic Wind Wall Force: 0.304 1.017 OTM 3.022 9.155 Uniform DL: 0.020 0.004 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.604 RT -0.604 LT -1.831 RT -1.831 Res Moment: LT 1.647 RT 1.647 LT 1.164 RT 1.164 Holddown LT 0.275 RT 0.275 LT 1.598 RT 1.598 Story 1 Line 3 Wall 2 Height 9.0 SW Len 11.0 HD Len 11.0 Wt 0.015 Seismic Wind Wall Force: 0.668 2.238 OTM 6.648 20.140 Uniform DL: 0.020 0.004 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.604 RT -0.604 LT -1.831 RT -1.831 Res Moment: LT 7.971 RT 7.971 LT 5.634 RT 5.634 Holddown LT -0.120 RT -0.120 LT 1.319 RT 1.319 z QQ SZ '~ W .J U UO CO 0 CO W UJ NU- W } O } �J U? CO = CY ,.. w z F- Z 0-.. U� a H. W H� LL O: -- Z CO O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:37:29 File: 1488A -0 Date : 08 -01 -2005 Page: 2 WALLS Parallel to X -Axis Story 1 Line A Wall 1 Height 9.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.181 0.247 OTM 2.030 2.224 Uniform DL: 0.140 0.028 Header DL : LT 0.000 'RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.290 RT -0.290 LT -0.318 RT -0.318 Res Moment: LT 5.727 RT 5.727 LT 2.676 RT 2.676 Holddown LT -0.528 RT -0.528 LT -0.065 RT -0.065 Story 1 Line A Wall 2 Height 9.0 SW Len 9.0 HD Len 9.0 Wt 0.015 Seismic Wind Wall Force: 0.232 0.318 OTM 2.611 2.859 Uniform DL: 0.140 0..028 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.290 RT -0.290 LT -0.318 RT -0.318 Res Moment: LT 9.467 RT 9.467 LT 4.423 RT 4.423 Holddown LT -0.762 RT -0.762 LT -0.174 RT -0.174 Story 1 Line A Wall 3 Height 9.0 SW Len 18.0 HD Len 18.0 Wt 0.015 Seismic Wind Wall Force: 0.465 0.635 OTM 5.221 5.718 Uniform DL: 0.140 0.028 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.290 RT -0.290 LT -0.318 RT -0.318 Res Moment: LT 37.868 RT 37.868 LT 17.692 RT 17.692 Holddown LT -1.814 RT -1.814 LT -0.665 RT -0.665 Story 1 Line B Wall 1 Height 9.0 SW Len 12.0 HD Len 12.0 Wt 0.015 Seismic Wind Wall Force: 0.329 0.450 OTM 3.655 4.050 Uniform DL: 0.140 0.028 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.305 RT -0.305 LT -0.337 RT -0.337 Res Moment: LT 16.830 RT 16.830 LT 7.863 RT 7.863 Holddown LT -1.098 RT -1.098 LT -0.318 RT -0.318 Story 1 Line B Wall 2 Height 9.0 SW Len 10.0 HD Len 10.0 Wt 0.015 Seismic Wind Wall Force: 0.274 0.375 OTM 3.046 3.375 Uniform DL: 0.140 0.028 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.305 RT -0.305 LT -0.337 RT -0.337 Res Moment: LT 11.688 RT 11.688 LT 5.460 RT 5.460 Holddown LT -0.864 RT -0.864 LT -0.209 RT -0.209 z Z;. M w �U UO CO) W_ H CO) w w CI) a = w z� 20 w Ma CO W U tt. O. 0 �. O z I Designs Unlimited WOODCAD QLAT (Pro V4.0) Time 15:37:29 File: 1488A -0 Date : 08 -01 -2005 Page: 3 WALLS Parallel to X -Axis Story 1 Line B Wall 3 Height 9.0. SW Len 10.0 HD Len 10.0 Wt 0.015 Seismic Wind Wall Force: 0.274 0.375 0T ; 3.046 3.375 Uniform DL: Header DL : LT 0.140 0.000 RT 0.000 LT 0.028 0.000 RT 0.000 Max Down LT -0.305 RT -0.305 LT -0.337 RT -0.337 Res Moment: LT 11.688 RT 11.688 LT 5.460 RT 5.460 Holddown LT -0.864 RT -0.864 LT -0.209 RT -0.209 S IY u J U 00 CO wx N LL . w 0 u- CO a. = Z 0. z F-: ;m UJ D O CO: w Wt U. 2 —0 W Z;. U N O Z r ((it1J Irolrtlty I►k:t1:u iwcui of Uc►,clupul(!M �� cop ,11111 C.n,�il 011111U111111 se►•I�iCLS REVIEWED FOR �sns I!,:1 l,,I►;e�il,lc ,�� 5-1 s 219 �, Ilil ►,yell Permit No. CODE COMPLIANCE I:�:��I�„ �, WA 9965 Plan r- ®nor9�olf"�y, t' LATERAL DESIGN COMPLIANCE G110 MAST MAR W Or�� c Foi Use With Ilia. 2003 iBC METI IOC) •1, SIIVif9_I1`IE )4P;i 9 O ACOf Tukwilel IrttroducU °I� 91 I nTNI r= TY1lT(4Tn'ti I'hu lakiial design provisions of Via 2003 edition of the International Building Code (IBC) differ significantly from previolIs �:ditiona of tile: t h0fornl Building Coda. Generally, Ilia lack of a presc►Ibed submittal formal for requled engineering du[.11ysis rusulls in varying submittal formats often difficult to interpret. 'f he purpose of This checklist is to provide a tool to ie I ovw staff to assir;t in the'plan review Process io assess compliance witii IBC Section 1609 and Section '16*16. if the 1,1101 al dusi1ln is based oh the sirliplilled method in part or whole, please complete the front and backside of the allached : uctIud page acid stibmit it along with the lateral calculations. - rile Code permits both analytical and simplified approaches f0l i.���th wind and seisn►ic 14ieral design. This checklist pertains only to the simplified methods of IB C Section 1609.6 and SL: Ak)n 1617.5. Both are Addressed separately. Shnhlified Wind Load Desip Method: Pall•formance Criteria Ilst" Sec.ioll 1609.6 establishes building and site criteria necessary in orderYq use the simplified method. These criteria ial u as fullow.5; 'I. 'file structure is an enclosed building. ' 2 Tile W mist not Nava a mean roof height In excess of 60 feet. 3. Tile roof height cannot exceed the lgast horizontal dimension of the building. -1 • The building cannot be situated on top of a hill or escarpment over 60 feet in height for Exposure B, and 30 feet for exposure C. Tha maximum average slope does not exceed '10 percent. In addition the hill or escarpment Is unobstructed by other topographic featuros for a distance from the high point of 60 times the height of Ilia hill or 1 h,ile, whichever is less. 5. TI Ie building is a simplified diaphragm building per IBC Section 1609.2 6. The building is not a ( Iaxible structure with a fundamental period greater than 1 second. 7. 7*he building has no special Joints or separations. 8. TI ie building has regrilar shape and Is approximately symmetrical in cross section and In each direction. 9. Roof slopes do not exceed 45 degrees. for gable roofs or 27 degrees for lisp roofs. Simplified SeisRAG Load Daslcgn Method: Parformanda Criteria CITY pF TUKWnA Its(: Section 16'17.5 allows for lire simplified seismic desicgii based on the following formula: AUG — 8 2005 V= 1 . 2&)s W . PERMIT CENTER II:JC 5e;0011 16'16.6.1 oitllines Ilia criteria linilting the use of Ilia simplified r6elhod according to the following criteria: 'I. Structure is Seismic Use Group I: 2. Bulding is light frame clinstruc.Ion and does not exceed three stories in height, excluding basements. 3. 131.111dings any eonsiructloij other than light- framed construction, not exceeding two stories in height, excluding'basements, with flexible diaphragms at every level as defined in IBC Section '1602. Altarnative use of AS6E 7 -02 For Wind �+nd Seismic toad Design: This worksheet addresses the requirements of Ilia SiI•iplified Method specific to 18C Secllon '1609:6 and Section 1617.5. Allurnalives to the simplified method era contained in ; SCE 7 - 02. Wind load design IBC section 1609.1.1 provides for slrucl- designed In accordance with the provisions of ASCE 7 -02, ` Set alum► G. P.s appropriate, you may choose to usq one of ti , i three methods described In ASCE 7-02, which are Method - 1 -- siirililified wind load design method procedure, Method 2 — rnalytical procedure and Method 3 — wind tunnel procedure. Foi seismic toad design, IBC Section 16141 provides for structu, - i*s designed In accordance with the provisions of ASt_:E7 -02 Sections 9. l througi► 9.6, 9. and 9.1-t, l:3esides t; * seismic load design method, alternative f,rticeclures such as equNalent static lateral force analysis, and all tyl�'is of dynamic response analysis may be used. If you use the alternative methods for both wind and aeiemic specified Ill ASCE 7 02'other than the simplified method deed ilied above, this checklist is not rerl1,01'8 d. However, (pease provide, cover sheet to the calculations detailing which allafl*21e 11161hDd is used. i N C O M P'L E TE continues reverse 2UU�IC :olesSimplifiadtvt�thud.doc 091t81200a LTR rI O z _- z �w JU U J = H (1 ) LL w U. < C = w H z� w� �o U N 0 F- WW �U LLO w z U Cf) O z IRC Design critel'la '1. Buildings and structures, and all parts thereof, shall be Constructed to sanely suppot it all loads, hicluding dead loads, Ilve loads, roof loads, flood loads, snow idads wind loads And seisttlie toads as pt esci (bed by"thls code. Hie construction of buildings and'struclures strall result In a systern that provides a complete loam Onlh c it able or transferring all loads from their potnl of origin 0 the {dad- resisting elements to the foutl`.tattarl. 1 As aft allerriative to the requirements in 5eellort R301.1 the following standards are permitted srib)i �: , .r.! to Hie limifotinns ..t Ilils code and [lie limitations gtereln. Where engineered design Is used Ill conjunction with these standards tire desitjn shall comply with I1 ie. international pulidind Code. 'I. American f=orest and taper Association (AF &PA) Wood Frame donstrucNon Manual (WFCNI). 2. American iron and Steel htslitute (AIS1), Standard for Cold Formed. Steel Framing — Prescriptive it-tethod tot Otte- and Two - family Dwellings (COFS /PM). R301.1.1 2. Table R301.2(1) as'Adopled for Unincorporated King County. King County Code Title 16.05.040. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR KiNG COUNTY Ground Wind. Wind. Seismic Subject to damage front Winter ' ice- Flood Ali- Frost snow speed • design design shield freezing Weathei ing line Terniite Decay hazards load (mph) category temp. t equlred It ltlex depth .12" < Slight D 1 or Slight 100 to Varies, 85• Moderate 1,000ft ' to 28 No Var'les D2 to Mod. 250 elev. Mod. ..Ilic,:nt anntinl 5tr 1. Tine "Snow Load Analysis for Washington "Second Edltloh (1996), published by the Structural Engineers Association of Washington, shall be used in determining snow load except where the depatlment determines by public rule that a different standard is necessary to protect the publlc health and safety. Ttte minhnurn roof snow load shall lie 25 pounds per square feet. 2. Seismic design category shall be D1 for areas of unittcolporated King County to the east of the Snogi. mile River as it traverses from the King County ---- Snohomish County line to the city Iitn11S of Snoquahnle, east of the town of Snoqualmie,, eest..of the Snoqualmie Parkway and the Echo Lake- Snoqualinie Cut -off SE as they run from the city limils of the town,of Si1b0Ualniie to State 1-I1ghway 18 and to rite south or east of State Highway 18. All other portions of unincorporated King County shall be selstnic design category D2. 3. The frost line depth shall be consldered to be 12 inches for sites tip to an elevation of " 10UU reel above sea level. For sites over ,1,000 feet above sea level a specific slts *analysis may be required. A, -f=lood hazard within King County varies. See the flood hazard code provisions of KCC 2 A.24. 20113 ICodesSimplifl Metthod.d - 8/ 18/2004 s z �Z �D 0 to 13 �� N O W� U) d = W t– Z1-. Z O �D U� ON o tr WW t– �z UJ N O z r . swill lay Stem Prorecitire Checklist for Wind Load Design by Method I: Sltt;lplifieci 5(e1) 0116! oil Baakgrotind information Answer Cottu11ettt es C7 PJo A lave you used the 3- second gust Basic wind speed for most of King wind speed of 85 MPH in yotir County Is 85 mph. per Table (lie wkjl ! 1 design? R301.2 (1) atid IBC Figure 1609, speed used ti' Is 2__. What is lhe factor, hv, (mpottance factor, Iw, pursuant to - ttsed In your design? IBC Section 1609,6 and Table •1604.5 • What is the Exposure c ategory Exl osure category per IBC Secllon !� y._ used? 1609.4 for all building exposure dtiadfanis. Most of King County E osUre utilizes Exposure B whit the Un C4 C 3 exception of commercial - applicallons where Exposure C is Cl Other (State) assumed unless justifying documentation is provided by the endineer to Lase a different -�- _exposure category, _.___.. ._..__..._.._._ What Is the mean building height Building height.. Feet 4 of the building? —� - What is the Exposure Adjustment Exposure Adjustment Coefficient E•A.C• `' Coefficient used? (EAC), from IBC Table 1609AZA (4) based on mean roof height. Has the building been segmented Based on the malt wind d force into the specific zones pursuant resisling system (MWFRS) and to the guidelines of IBC Figure illustrated in IBC Figure 1609.6.2.1, 1609.6.2.17 sections of the building are now zoned to receive different wind loading conditions. The MWFRS.Is 6 comprised of lire structural Wyes El Ho elemetlts that are necessary for ilia overall stability of the building to resist lateral forces. IBC Section '1609.2 aild ASCE 7, Section 6,2 provides formal definitions 'of what constitutes the MWFRS. ____�_•_•_ ~' From IBC Table 1609.6.2.1 (1), iBC Table 1609'.6,2.1 (1) specifies What are the wind design wind the design wind pressures, ps30, pressures used for the following for both the transverse and zones: longitudinal directions of the main f / I•lotizorital Pressures wind force resisting - system for ,. Zone A buildings less than 30 feet In height Zone a and subject to Exposure e, For Zone C. buildings over 30 feet In height or In Zone D Exposure C , the values from Table 1609.6.2.1.(•1) will need to be- Vertical Pressures adjusted based on the formula: 7 Zone E Ps= AIWPs30 Zone F Zone G Zone 1 -1 Overhang Zone Eol-i Overhang Zone Got Has the design wind pressures been modified due to building height exceeding 30 feet or subject to Exposure C conditions? 0 Yes 11 No Have the wind pressures for the Application of modified design wind e various building zones been i n pressures o designated building �Yes Q No applied? zones as outlined in Steps,6 and 7 above.. Governing Lateral Force Of Each Bttiicling Level anti Direction. Please describe below: 200 IC odesShnplifiedMelhod.dac -08/ /2004 Z �Z w �� . U U 0 Cf) CO W 15X WU_ w 0 U _ � =w t— Z ZO U� off w u. O w Z U= O Z 1 WIND AND SEISMIC LATERAL CHECKLIST 200 18C l(hig Comity Application No. Stigineer /Architect _ Seismic Design Perforrtiartce Criteria Used: Simplified analysis`pipcedure pursuant to IBC Section 1Git3.8.1, ...__KAllerllate desfyn procedure from ASCE 7 -02. Wincl Design PerForrrtalice Criteria Used: 'X Building and site meet criteria and simplified method used pursuant to IBC 1608.5. ...... Alternate design procedure from ASCE 7 -02. Step by Step Procedures Cliecidist for Seismic Load Design by-Method l SiIni)IMed S tep Question .Background 'Answer Corrune Information 2003 IGadesSGnplipedMethad.doc - 081181200.1 , ' z i� �w QQ JU UO WF NU. W O J LL N =w H ?H `O 25 D0 U ON 0H w U ti. O ..z W CO I- Y. O z - Are yogi using the formula Based on the ultimate specified in IBC Section base shear formula 1617.5? outlined above In the 1 scopinj language, ❑ Ye 0 reference IBC Section - 1617.5 for details pertaining to the formula values. _ What is the design elastic The design elastic response acceleration response acceleration, b used? SDS„ for short period as = SDS' z modified with Section ;I 6 - I 5.1.3: Sds =33' Sins where: Sms =Fa Ss per IBC Section '16'15,1,2 Has the seismic force Vertical diptributiAn of been determined for each seismic forces at each level of the building? level Is calculated 3 Pursuant to IBC Section '16'17.5.2 using the ❑ YesANo following formula: FX.= '1.2S6s 14/x Are you dividing the e base shear may ' Ultimate base smear by be adjusted per IBC �1 . '1.4 to get tide allowable Section 1605.3 Yes C1 No working stress base s hear? I-lave you calculated Check for redundancy p, _ - 5 redundancy factor p per IBC Section 1617.2.2. AYes Cl No Roof =RD psf Designn Loads WallsIPS) t ns = . psf Floor = �O psf please specify the design dead f Ial roofs s 5% slope with a 30 ibs show load, loads Wised for the buildUig:" 20% snow lead = psf Storage. area: M of red ' itced floor live load = psf Fixed mechanical /permanent equipment = psf Segmented - - - - - - -- Shear ((Hall Type . Force Transferelice around openings (requires Please specify which type of shear engineering details) wall Is U1111zed In the lateral design f .erforated ( re(juires engineering details) 2003 IGadesSGnplipedMethad.doc - 081181200.1 , ' z i� �w QQ JU UO WF NU. W O J LL N =w H ?H `O 25 D0 U ON 0H w U ti. O ..z W CO I- Y. O z 20070508000839 0510812007 10:33 KING COUNTY, A CITY OF TUKWILA DOCUMENT RECORDING COVERSHEET Return Address: CITY OF TUMILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): Waiver to Undergroundina Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: Bernabel Simon Last First Initial Company Name (if business) 5021 S. 124 th Street Address Tukwila WA 98178 -3457 City State Zip Legal Description: Por 12 Allentown Add All 5 & 6 TGW W/29&10 Assessor's Property Tax Parcel/Account Number(s): 017900 -2275 Z Z J U UO N 0 wz J � Lo u_, w �Q N � 2 �w Z H � Z h- W 2 5 U 0, O— :0 F- wW LL O. Z U N; O Z UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed new single - family residence at: 5021 S 124 St Avenue.S5Wr, Tukwila, Washington, Parce 017900 -2275, Permit # D05 -170, requires undergrounding per Ordinances 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607, the property owner of this property has demonstrated that compliance with the Underground Ordinances will create undue hardship if carried out as part of the construction of the new single- family residence The property owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding. Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the property owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. The property owner retains the right to contest the method of calculating assessments in such L.I.D. or U.L.I.D. and the amount thereof to be levied against Owner's property, and other property owned by the Owner, which would be within such L.I.D. or U.L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Ayrvment shall be binding upon the parties, their respective heirs, legal repres nta ives, assignees, transferees and successors. AP. Applicant (Si Applicant (Print Name) 0 .x. 1 Street Address ? Page 1 of 2 t Date 2 - 06 . Phone City, State, Zip z a � _ U 0 CO) 0 J = S2 LL w� LL Q. C �. =d �w z I t- O w U� O - o H- w W u' O W z CO O .z El r STATE OF WASHINGTON County of On this day personally appeared before me James F Morr , to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 12th day of Dec em , 2006. i _ GE A. DF �SS►oNF�,�c�' o�NpTAg �'N; S. N PUBLIC ' ' , I I OF ...... CITY OF TUKWILA: NOTARY PUBLIC TO AND FOR THE STATE OF WASHINGTON, RESIDING AT: 1qen+arn, washing A uc Works Director Page 2 of 2 it./it 0 C> Lp Date z �z �w u� D JU 0 0. W= S2 U. w O J, U- j . N CY �W ' Z F-. z O �5 U �. O U � H W _; �. O. W z U CO O ~; :Z. A UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed new single- family residence at: 5021 S 124` St Avenue.; Tukwila, Washington, Parce 017900 -2275, Permit # D05 -170, requires undergrounding per Ordinances 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607, the property owner of this property has demonstrated that compliance with the Underground Ordinances will create undue hardship if carried out as part of the construction of the new single- family residence The property owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding. Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the property owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. The property owner retains the right to contest the method of calculating assessments in such L.I.D. or U.L.I.D. and the amount thereof to be levied against Owner's property, and other property owned by the Owner, which would be within such L.I.D. or U.L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Lt shall be binding upon the parties, their respective heirs, legal , assignees, transferees and successors. Applicant (Si Applicant (Print Name) Street Address Page 1 of 2 Date Phone City, State, Zip z �z �w QQ � J0 00 J = Cl) U. w 9-1 U_ ¢ co) = �w Z H_ O z f_ W U� O- o�_ W W �O ..z W O z STATE OF WASHINGTON } County of K a i On this day personally appeared before me James F M orr o w , to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged 3 f that he, signed the same as h1 free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 2 th day of De, C e m be y , 2006. E A. G o' �0,0TAyY 9N NOTARY PUBLIC TO AND FOR THE STATE 1 '•, N pUB00 OF WASHINGTON, RESIDING AT: fi 16-0 OF ..SN\� o e) Wa shln q� 01 7 CITY OF TUKWILA: x.112 /d C� d c Works Director Page 2 of 2 Date z Z' -1 O c o J � U. w O: u. ¢ C0 �. = d '. �w z0 W 5: O N 01--. W W: LL O w z U Yi O z Jill'Mos ueda - Re: Bernabel Power Supply 5021 S 124th St' -ti . From: "Mark Nagasawa" <mark.nagasawa @Seattle.Gov> To: "Jill Mosqueda" <josqueda @ci.tukwila.wa.us> Date: 12/06/2006 10:31 am Subject: Re: Bernabel Power Supply 5021 S 124th St CC: "John Hilotin" <john.hilotin @Seattle.Gov >, "Pat... Hi Jill, y�Y Lf � Just wanted to respond back to you after our conversation. Yes, there will be another pole installed on the customer's property 3 n due to the distant from the location of our pole on the north side of S >a" 124th St to the customer's weatherhead on their house. Undergrounding the service to the house by crossing the busy street would be a challenge due to all of the heavy traffic. 3i As per our conversation, Seattle City Light will wait for the Tukwila waiver you will send to us. Thanks, } Mark Nagasawa 206- 615 -0667 >>> "Jill Mosqueda" <josqueda @ci.tukwila.wa.us> 12/4/2006 2:03 PM >>> t I left two phone messages. When I wrote the letter saying the power could be above ground, I did not realize there would be a second pole r installed. I believe you know the location, which is next to the BNSF intermodal center. S 124th gets lots of truck traffic and the City has a water and sewer project right in this location. How difficult would it be to install the power underground? i i r L. Jill Mosqueda P.E. i 1 t f 1 i l , f S I i f } i Z. �w QQ JU U O Cl) J = H CI) a. W O LL j S2 d H =. Z �.. ZO .2 5 0 O C& w W. iii C: U =: O ~' Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: Jim Morrow Permit #: D05 -170 Q5 Project Name: Bernabel SFR Date: 12.06.06 t Reviewer: L. Jill Mosqueda, P.E. Due to the proximity of this property to the Burlington Northern-Santa Fe Railroad container hub, the road in front of the house experiences heavy truck traffic. The power pole is�on the opposite side of S 124 St as the remodel /rebuilt house is located. Because S 124 Street experiences very heavy traffic 24 hours a day I recommend approving an _ undergrounding waiver. I I . i G i l I • i i i 1 Projects /D05 -170 bernabel 1 i z �- w J D. U O: �o LU -J CO) U UJ i. O LL � =w Z �. F- O z E- w 2 5: D( CO :O — o � i 0' LLJ Z U CO) H � O z , Z Uk Li. C J V U CO OQ' CO J �. CO L. WO 9 -. co a = Z� 1--0 Z 1-- LU W. 5 U � :O CO 0H W W LL O LLi Z .. CO Z From: "Mark Nagasawa" <mark.nagasawa @Seattle.Gov> To: "Jill Mosqueda" <jmosqueda @ci.tukwila.wa.us> ' ? Date: 12/06/200610:31 am Subject: Re: Bernabel Power Supply 5021 S 124th St CC: "John Hilotin" <john.hilotin @Seattle.Gov >, "Pat... Hi Jill, v) Just wanted to respond back to you after our conversation. Nx Yes, there will be another pole installed on the customer's property due to the distant from the location of our pole on the north side of S } 124th St to the customer's weatherhead on their house. Undergrounding the service to the house by crossing the busy street would be a challenge due to all of the heavy traffic. As per our conversation, Seattle City Light will wait for the Tukwila waiver you will send to us. � Thanks, Mark Nagasawa 206- 615 -0667 »> "Jill Mosqueda" <jmosqueda @ci.tukwila.wa.us> 12/4/2006 2:03 PM >>> 1 left two phone messages. When I wrote the letter saying the power could be above ground, I did not realize there would be a second pole installed. I believe you know the location, which is next to the BNSF intermodal center. S 124th gets lots of truck traffic and the City has a water and sewer project right in this location. How difficult would it be to install the power underground? , Z Uk Li. C J V U CO OQ' CO J �. CO L. WO 9 -. co a = Z� 1--0 Z 1-- LU W. 5 U � :O CO 0H W W LL O LLi Z .. CO Z ,:z n PERMANENT FILE COPY Seattle King County Public Health E Eastgate Environmental Health 14350 SE Eastgate Way Bellevue, WA 98007 �i Subject: The Simon Bernabel Residence 5021 S. 124" St. Tukwila, WA 98178 Damaged by a Truck Hitting the Residence Dear Sir or Madam: The City of Tukwila is going out to bid at this time to install sanitary sewers in the Allentown area of Tukwila where the Bernabel home is located. It is our understanding that Mr. Bernabel plans to build a new house with the same number of bedrooms, bathrooms, and square footage l prior to the damage caused by a truck hitting the house. The existing septic tank will be cleaned, inspected, and approved by a licensed, on -site designer prior to new house being connected to the septic tank. When the new public s"wef`s corr plefe; t .the will be re wired to connect within 90 da s 'uA Please contact me at (206)431 -2441 if you have any questions. } Sincerely, Michael P. Cusick Project Manager MC:lw (P:Laurie Admin/Mike /Letter KC Public Health 010406) z i~ Z �w �D. J U' UO CO o w =. J co O' W 2 9_ LL CY w T i Z� ZO 0 (0 . o I. W H U O; w z z �l PERMANENT FILE COPY ep►ttie'2 "tk2004�; t;T Seattle King County Public Health Eastgate Environmental Health 14350 SE Eastgate Way Bellevue, WA 98007 Subject: The Simon Bernabel Residence 5021 S. 124" St. Tukwila, WA 98178 Dear Sir or Madam: I The City of Tukwila is out to bid at this time to install sanitary sewers in the Allentown area of Tukwila where the Bernabel home is located. It is our understanding that Mr. Bernabel plans to remodel the garage into a living space while the existing house is rebuilt to the same number of bedrooms and bathrooms prior to the damage caused by a truck hitting the house. When the house is complete, the bath and kitchen will be removed from the garage. The existing septic tank will be cleaned, inspected, and approved by a licensed, on -site designer } prior to the remodeled garage being connected to the se tic tank. en the new pubhc`sewer 19 ..�; omplete,Nthe'awner Will be required to connect w>ithm 9.0 days. Please contact me at (206)431 -2441 if you have any questions. i Sincerely, Michael P. Cusick * 0 Project Manager �0 MQlW (P:Laurie Admin/Mike /Letter KC Public Health 092104) S zz Q 2 Z'. lu JU 0 0- N 0, W= J S2 LL U1 L¢ �a LU z F- zO w LLj o w LL� tL z U= :b F z t� N ILA , �y 1't1 G) � 2 0 i ii • iso PERMANENT FILE: City of Tukwila Washington Ordinance No. / 7 7 7 AN ORDINANCE ESTABLISHING WATER CONNECTION FEES FOR AL- LENTOWN AND RYAN HILL, SEWER CONNECTION FEES FOR ALLEN - TOWN X'HASE I; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, a sewer plan identifying 7. residential and 2 commercial areas has been pre - pared with a prioritized construction schedule, and WHEREAS, water and sewer infrastructure construction will be initially paid for with utility funds; and WHEREAS, water and sewer lines meet Washington State Department of Health stan- dards including minimum water pipe diameter of 8 inches; and 04 WHEREAS, any new water or any sewer connection will be assessed a connection p charge that is determined by the infrastructure construction cost and total number of potential connections, and to WHEREAS, a SEWER connection charge will be paid at the time of connecting or before r` final building permit approval for new facilities, and WHEREAS, a WATER connection charge will be paid before final building permit ap- proval, and WHEREAS, total Allentown construction costs have been projected based on the con- struction bid costs for 189 of the approximate 400 total connections, and WHEREAS, Ryan Hill connection costs are based on the construction of new lines to serve the existing 78 homes and 69 potential future connections, and WHEREAS, early connections are desired to recover construction costs and accelerate neighborhood revitalization so that a 10% reduction in connection charges will be offered through January 31, 1998. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHING - TON, HEREBY ORDAIN AS FOLLOWS: Section I. Allentown Phase I Sewer Connection Charges. A. Allentown Phase I homes existing on September 1, 1996 will be required to con- nect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral and if: 1. septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Homes north of S. 124th St. on 43rd Ave. S. and on 44tH Ave. S. existing on March 1, 1996 are exempt from connection charges as the sewer was constructed as part of the Metro project at no charge to the City or the property owners. SEWORD5.DOC 10130196 1 1 Z Z �w � D U UO U wi J }_ N LL w LL =w z� z� 25 U o�_ wW U -.z W to o Z Allentown sewer connection charges by year will be given a 10% reduction for connecting before January 31, 1998 to encourage early connections and the base fee of $7,278:00 will be increased $363.90 per year until 2006 in accord with RCW35.92.025: until charge January 31, 1998 ................... $6,550.20 10% reduction January 31, 1999 ................... $7,278.00 Base price January 31, 2000 ................... $7,641-90— Jan'6'a'ry 31, 2001 ................... $8,005.80 January 31, 2002 ................... $8,369.70 January 31, 2003 ................... $8,733.60 January 31, 2004 ................... $9,097.50 J anuary 31, 2005 ................... $9,461.40 January 31, 2006 ................... $9,825.30 January 31, 2007 ................. $10,189.20 in accord with RCW 35.92.025 where it is capped at ,$10,189.20. h � N ri �1 D. Payment methods for Phase I sewer connection charges are: 1. deferring connection fee or subsidizing low income applicants who qualify in accord with CDBG block grant requirements in effect at the time of applica- tion, Z 2. connection charges for Phase T residences existing September 1, 1996 may pay Z the sewer connection charge on a time plan with their monthly bills. The monthly payment with an annual interest rate of 5% will be calculated for a 5 -, 7 -, 10 -, 12 -, or 15 -year term. 00 N o. 3. Only existing individual single family applicants are eligible for the payment _j � plans. New homes constructed after September 1, 1996 are required to make W o full connection charge payment prior to building permit final construction ap- proval for occupancy. Change of ownership requires payment in full of con- < nection fees. Remodeling construction is required to pay connection fees prior U_ a to issuance of building permit unless home is on the payment plan which may be continued. ? X 4. Monthly payments may be started prior to obtaining sewer connection g 0. W w permit. 2 5 D 0 5. Monthly payments may be initiated as a payment method until January 31, U o �-- 2001 for Phase 1. i v E. Notice of sewer availability and connection requirements shall be placed on titles z of properties within the Allentown area with sewer service. w co U Section 11. Allentown and Ryan Hill regular water connection charges. O Z A. Existing facilities connected to the water system will not be assessed a water con - nection fee. B. Allentown water connection fees for any new single family connection increase $198.40 per year: until charge January 31, 1998 ................... $3,968.00 ................... 3 968.00 January 31,1999 $ , January 31, 2000 ................... $4,166.40 z— J anuary 31 2001 $4,3.64.80 c January 31, 2002 ................... $4,563.20 January 31, 2003 ................... $4,761.60 January 31, 2004 ................... $4,960.00 January 31, 2005 ................... $5,158.40 I January 31, 2006 ................... $5,356.80 January 31, 2007 ................... $5,555.20 in accord with RCW 35.92.025 where it is capped at $5,555.20. SEWORD5.DOC 10/30/96 2 C. Ryan I -Jill water connection fees for any new single family connection increase $207,30 per year: until charge January 31, 1998 ................... $4,146.40 January 31, 1999 ................... $4,146.00 January 31, 2000 ................... $4,353.30 January 31, 2001 ................... $4,560.60 January 31, 2002 ................... $4,767.90 January 31, 2003 ................... $4,975.20 J anuary 31, 2004 ................... $5,1'82.50 ................... January 31, 2005 $5,389.80 5 389.80 January 31, 2906 $ , ................... . 5 597.10 January 31, 2007 ................... $5,804.40 in accord with RCW 35.92.025 where it is capped at $5,804.40. Section III. Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and S. 115th St. on the north. Ryan Hill the area approximately bounded by S. 114th St., 51st Ave. S., S. Ryan Way, and 47th Ave. S. Allentown is depicted on the map attached to this ordinance as Exhibit A and Ryan Hill on Exhibit B; both maps are incorporated herein by this reference as if set forth in full. Section IV. Funding recovery review. The successful implementation of later phases of the Sewer Plan for the 7 residential areas is dependent on the repayment of general fund reve- nues from the connection fees. The City Council will review connection requirements, exemp- NT tions and other revenue recovery alternatives to insure that the sewer plan remains viable and p adequately funded in 2001. H Section V. Severability. If any section, sentence, clause or phrase of this ordinance should be held to be invalid or unconstitutional by a court of competent jurisdiction, such in- q' validity or unconstitutionality shall not affect the validity or constitutionality of any other sec- tion, sentence, clause or phrase of this ordinance. 2 a Section VI. Effective Date. This ordinance or a summary thereof shall be published in j the official newspaper of the City, and shall take effect and be in full force five (5) days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF TH CI Y OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this _ - 3/ T day of ,1996. i Jo . Rants, Mayor ATTEST/ AUTHENTICATED: a e E. Cantu, City Clerk APPROVED AS TO FORM: By Office of the Cit ttorney FILED WITH THE CITY CLERK: /D. �/ 1 PASSED BY THE CITY COUNCIL: ' PUBLISHED: - I EFFECTIVE DATE: ORDINANCE NO.: / 7 7 7 F SEWORD5.DOC 10130196 3 I z �Z '~ w 2 D UO CO) 0 C0 L. w o N � = �W i^ O z � W Do U O� WW ..z w CO Z t--i 0•'i Return ; City of Tukwila 6200 Southcenter Blvd Tukwila Wa 98188.2599 CITY OF TUICMLA ORDINANCE 111777 - SEWER CONNECTION REQUIREMENTS (see pages 4.7) GRANTOR : CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 98188 GRANTEE: (continued on page 2 & 3) PARCELff OWNER LOCATION _ LEGAL DESCRIPTION 0179000005 JACOBSON JAMES 12202 42ND AVE S LOT 1 &2 BLK 1 ALLENTOWN ADD 0179000065 TURPIN ROLAND 12229 43RD AVE S LOT 34.35 BLK I ALLENTOWN ADD 0179000100 HOWE LARRY & EVELYI 12258 42ND AVE S LOT 119 BLK I ALLENTOWN ADD 0179000105 WALKER FREDERICK F 4208 S 124TYI ST LOT 20.21.22 BLK I ALLENTOWN ADD 0179000200 SMITH" DENNIS 12223 43RD AVE S LOT 36.39 BLK 1 ALLENTOWN ADD 0179000220 WAGERS LARRY & KIM 12203 43RD AVE S LOT 1.2 &43.44 BLK 2 ALLENTOWN ADD 0179000230 MATSON JIM D 12204 43RD AVE S LOT 1.2 BLK 2 ALLENTOWN ADD 0179000265 BRAUCHER ANNE A 12226 43RD AVE S LOT 6.9 BLK 2 ALLENTOWN ADD 0179000270 CITY OF TUKWILA 12232 43RD AVE S LOT 10 BLK 2 ALLENTOWN ADD 0179000290 CARLSON JACK JAY 12248 43RD AVE S LOT 16.17 BLK 2 ALLENTOWN ADD 0179000300 DELEZA SANDRA 12240 43RD AVE S LOT 14.15 BLK 2 ALLENTOWN ADD 0179000310 SHUMWAY TO 1 2236 4AD AVE S LOT 11.13 BLK 2 ALLENTOWN ADD 0179000315 GEARHART CHARLENE- 12254 43RD AVE S LOT 18 BLK 2 ALLENTOWN ADD 0179000320 ANDERSON KIM 4304 S 124TH ST LOT 19.20 BLK 2 ALLENTOWN ADD 0179000330 BLAND FLOYD L 4306 S 124TH ST LOT 21.22 BLK 2 ALLENTOWN ADD 0179000340 GREENWAY JEFFREY 4316 S 124TH ST LOT 23.24 BLK 2 ALLENTOWN ADD 0179000350 GARRISON LORI W 4318 S 124TH ST LOT 25.26 BLK 2 ALLENTOWN ADD 0179000360 NISTOR LOAN 12253 44TH AVE S LOT 27 BLK 2 ALLENTOWN ADD 0179000365 WEIKUM LAURENCE 12249 44TH AVE S LOT 28.29 BLK 2 ALLENTOWN ADD 0179000380 JACOBSEN GAYLE M 12245 44TH AVE S LOT 30.32 BLK 2 ALLENTOWN ADD 0179000390 JACOBSEN CHRIS 12235 44TH AVE S LOT 33.34 BLK 2 ALLENTOWN ADD 0179000400 BAILEY EDWARD R 12227 44TH AVE S LOT 35.36 BLK 2 ALLENTOWN ADD 0179000410 KL1SE HAROLD & JUNE 12221 44TH AVE S LOT 37.38 BLK 2 ALLENTOWN ADD 0179000420 CUNNINGHAM CHARL 12207 44TH AVE S LOT 39.40 BLK 2 ALLENTOWN ADD 0179000429 MOLTANE GARY 1 2205 44TH AVE S LOT 41.42 BLK 2 ALLENTOWN ADD 0179000450 REED SHIRLEY 122 44TH AVE S LOT 1.3 BLK 3 ALLENTOWN ADD 0179000460 FITTERER MARCUS 12208 44TH AVE S LOT 3.5 BLK 3 ALLENTOWN ADD 0179000475 COYNE BETTY L 12218 44TH AVE S LOT 5.8 BLK 3 ALLENTOWN ADD 0179000495 CROWSTON CHAD 12228 44TI -I AVE S LOT 9 -10 BLK 3 ALLENTOWN ADD 0179000505 JENSEN ROBERT A 12236 44TH AVE S LOT 1 l • 13 BL;: 3 ALLENTOWN ADD 0179000525 PRESTEGAARD HANNE 12242 44TH AVE S LOT 14.16 BLK 3 ALLENTOWN ADD 0179000535 HUNLEY JAMES D 12254 44TH AVE S LOT 17.18 BLK 3 ALLENTOWN ADD 0179000550 LECKBAND DONALD 4402 S 124TH ST LOT 19.20 BLK 3 ALLENTOWN ADD 0179000555 JOSLYN JIM 4408 S 124TH ST LOT 21.22 BLK 3 ALLENTOWN ADD 0179000565 SCHWALD GERALD A 4412 S 124TH - ST LOT 23.24 BLK 3 ALLENTOWN ADD 0179000575 LEVACK ROBERT J 4426S 124TH ST LOT 25.26 BLK 3 ALLENTOWN ADD 0179000585 DECKER ROE S 12253 45TH AVE S LOT 27.28 BLK 3 ALLENTOWN ADD 0179000600 MATHIS LOIS D 12245 45TH AVE S LOT 29.32 BLK 3 ALLENTOWN ADD 0179000615 RADU DORIN 12235 4 5TH AVE S LOT 33.34 BLK 3 ALLENTOWN ADD 0179000625 VICKERS LANNY L 12227 45TH AVE S LOT 35.36 BLK 13 ALLENTOWN ADD 0179000635 FORREY JAMES R 12221 45TH AVE S LOT 37.38 BLKj 3 ALLENTOWN ADD 0179000645 REED EUGENEN & DOR 12215 45TH AVE S LOT 39.42 BLK 3 ALLENTOWN ADD 0179000660 BRUBAKER LEO 12205 45TH AVE S LOT 43 BLK 3 ALLENTOWN ADD 0179000665 BRUBAKER LEO 12203 45TH AVE S LOT 44 BLK 3 ALLENTOWN ADD 0179000690 ARCHER MARY 12202 45TH AVE S LOT 1.8 • BLK 4 ALLENTOWN ADD 0179000715 WALKER MARIA 1 12228 45TH AVE S LOT 9.12 BLK 14 ALLENTOWN ADD 0179000735 CORE STEPHEN D 12238115TH AVE S LOT 13.14 BLK 4 ALLENTOWN ADD 0179000745 BURRINGTON ARTHUR 12244 45TH AVE S LOT 15.16 BLK 4 ALLENTOWN ADD 0179000755 STEINBERG HARRY 12252 45TH AVE S LOT 17.18 BLK 4 ALLENTOWN ADD 0179000782 GOMEZ GEORGE G 4504 S 124TH ST LOT 19.21 BLK 4 ALLENTOW14 ADD 0179000785 GOMEZ GEORGE G 4518 S 124TH ST LOT 22.26 BLK 4 ALLENTOWN ADD 0179000810 MARKU ARBEN 12253 46T1-I AVE S LOT 27.28 [ILK 11 ALLENTOWN ADD 0179000820 ARAGON DANIEL C 12245 46TH AVE S LOT 29.30 BLK ,4 ALLENTOWN ADD 0179000830 WILSON CHERYL Y 12239 46Th{ AVE S LOT 31.32 DLK 4 ALLENTOWN ADD 0179000B35 PETERS ANNETTE & ED LOT 22 LOT 22 BLKI ALLENTOWN ADD 2 �~ W tr � UO 07 0 co W JF � u- WO L? � = W 1- _ ? P F- O W U ON Uj D F-- W F- ti O --z W U= O Z N nt r-i r� Qi PARCELII OWNER LOCATION LEGAL D ESCRIPTION 0179000840 PETERS ANNETTE & ED 1 2231 46TH AVE S _ LOT 34.35 BLK 4 ALLENTOWN ADD y 0179000850 C ASCIOLA MYRNA E 12221 46TH AVE S LOT 36.38 BLK 4 ALLENTOWN ADD 0179000870 BROOKS ROBERT 12217 46TVI AVE S LOT 39.42 BLK 4 ALLENTOWN ADD 0179000885 BRYANT RAYMOND 12201 46T1-I AVE S LOT 43.44 BLK 4 A LLENTOWN ADD 0179000895 CARTER LARRY M 46TH & 122ND ST LOT 1 BLK 5 ALLENTOWN ADD 0179000900 CARTER LARRY M • :2204 461'14 AVE S LOT 2.3 BLK 5 A LLENTOWN ADD 0179000910 OFSDAHL PHILIP 1 12212 46TH AVE S LOT 4.5 BLK 5 ALL ADD 0179000925 TINGLEY BRYCE & CHR 12218 46TIl AVE S LOT 6.8 BLK 5 ALLENTOWN ADD 0179000935 LEE )O ANN 12230 46TI-I AVE S LOT 9.12 BLK 5 ALLENTOWN ADD 0179000965 APPLEGATE THOMAS 12246 46T1-I AVE S LOT 13.16 BLK 5 ALLENTOWN ADD 0179000975 KNIGHT ELDON 12252 46TH AVE S LOT 16.1 B BLK 5 ALLENTOWN ADD 0179000985 ARAGON DANIEL C LOT 19.20 LOT 19.20 BLK 5 ALLENTOWN ADD 0179001010 SWANSON DAVID C 4616 S 124TI-I ST LOT 24.26 BLK 5 ALLENTOWN ADD 0179001025 ROSS C14ARLIE & ROSE 12253 47TH AVE S LOT 27.30 BLK S ALLENTOWN ADD 0179001045 ROSS CHARLIE & ROSE 47TH & 123RD LOT 31.33 BLK 5 ALLENTOWN ADD 0179001046 SCHUBERT TI MOTHY 47TH & 123RD ST LOT 34.36 BLK S ALLENTOWN ADD 0179001065 SCHUBERT TIM 12219 47TH AVE S LOT 3 7.3 9 BLK 5 ALLENTOWN ADD 0179001090 DREBIN HAROLD 12211 47TH AVE S LOT 40.41 BLK 5 ALLENTOWN ADD 0179001100 CRAWFORD MAYM 12203 47TYI AVE S LOT 4 2.4 4 BLK 5 ALLENTOWN ADD 0179001 115 DAVIS MARK 4705 S 122ND ST LOT 1.3 BLK 6 ALLENTOWN ADD 0179001 130 WERTMAN DONALD 12210 47T1-I AVE S LOT 4.5 BLK 6 ALLENTOWN ADD 0179001140 ROBAR KEITH & TANI 12216 47TH AVE S LOT 5.7 BLKI 6 ALLENTOWN ADD 0179001155 BARNES JUDITH M 12222 47TH AVE S LOT 7.9 BLK '6 ALLENTOWN ADD 0179001 160 SUNGA EDMON & VICT 12226 47TIl AVE S LOT 9.10 BLK 6 ALLENTOWN ADD 0179001170 VADER JOHN A 12228 47TH AVE S LOT 11.12 BLK 6 ALLENTOWN ADD 0179001185 CLOTHIER RONALD M 12240 47TH AVE S LOT 13.14 BLK 6 ALLENTOWN ADD 0179001195 JIMENEZ VIRGILIO 12244 47TH AVE S LOT 15.16 BLK 6 ALLENTOWN ADD 0179001200 GARNETT DORIS B 12252 47TH AVE S LOT 17.18 BLK 6 ALLENTOWN ADD 0179001210 PRICE ROBERT 4702 S 124TH ST LOT 19.21 BLK 6 ALLENTOWN ADD 0179001240 NELSON THEA G 4718 S 124TH ST LOT 25.26 ELK 6 ALLENTOWN ADD 0179001250 RAFATJAH RICHARD LOT 27.28 LOT 27.28 BLK 6 ALLENTOWN ADD 0179001260 BURROWS RUBY E 12243 48TH AVE S LOT 29.30 BLK 6 ALLENTOWN ADD 0179001270 LEENDERS DANIEL L 12235 48TH AVE S LOT 31.34 BLK 6 ALLENTOWN ADD 0179001300 BARTON SANDRA 12223 48TH AVE S LOT 35.38 BLK 6 ALLENTOWN ADD 0179001310 WELLS FARGO BANK 12215 48TH AVE S LOT 39.40 BLK 6 ALLENTOWN ADD 0179001320 FULLER KEITH 12211 48TH AVE S LOT 41.42 BLK 6 ALLENTOWN ADD 0179001330 STAUDT STEVE 12203 48TH AVE S LOT 4 3.4 4 BLK 6 ALLENTOWN ADD 0179001340 COPELAND PHILIP LOT I LOT 1 BLK 7 ALLENTOWN ADD 0179001345 COPELAND PHILIP X2208 48TH AVE S LOT 2.3 BLK 7 ALLENTOWN ADD 0179001355 BAILEY EDWARD 12212 48TH AVE S LOT 3.4 BLK 7 ALLENTOWN ADD 0179001370 HUGHES MALENE 12218 48TH AVE S LOT 5.7 BLK 7 ALLENTOWN ADD 0179001380 TINSLE•Y RANDY 12224 48TH AVE S LOT 8.9 06.37 BLK 7 ALLENTOWN ADD 0179001390 HOVLAND RUTH 12 228 48TH AVE S LOT 10.11 BLK 7 ALLENTOWN ADD 0179001400 ABDULMALIK ABDULN LOT 12.13 LOT 12.13 BLK 7 ALLENTOWN ADD 0179001410 ILOONEYWILLIAM A LOT 14 LOT 14 BLK 7 ALLENTOWN ADD 0179001415 TRIMBLE LEE & BARBA 12242 48TH AVE S LOT 15.16 BLKI 7 ALLENTOWN ADD 0179001425 BARRETT RAYNOLD E 12250 48T1{ AVE S LOT 17 BLK 7 ALLENTOWN ADD 017900143S HARRIS KEITH B 12258 48TH AVE S LOT 18.22 BLK 7 ALLENTOWN ADD 0179001490 DOLE)SKA CHRIS 12241 49TH AVE S LOT 30.31 BLK 7 ALLENTOWN ADD 0179001555 FINN MICHAEL T LOT 43.44 LOT 43.44 BLK 7 ALLENTOWN ADD 0179003238 HA RRIS VERLINE 12404 42ND AVE S LOT 18 BLK ALLENTOWN ADD 3347400005 DECKER DEAN 4208 S 116TH ST LOT 1.5 BLK 1 HILLMNS CD MDW GRDNS DIV NO 01 3347400030 STEVENS ARTHUR 4218 S 1 16TH ST LOT 6.9 BLK 1 HILLMNS CD MDW GRDNS DIV NO 01 3347400050 ADDINGTON ARLENE 4230 S 1 16TH ST LOT 10• I 1 BLK I HILLMNS CD MDW GRDNS DIV NO 01 3347400070 RUSSELL WILLIAM P 11602 42ND AVE S LOT 1.3 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400085 PHITSNOUKANE SOMly 4217 S 116TH ST LOT 4.6 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400100 FRITZINGER MERRY 4219 S 1 16TH ST LOT 6.8 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400110 CLARK M VIVIAN 42ND & S I I6T1.1 ST LOT 9.10 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400120 IBURLINGTON NORTHE 42ND & S 1 16TH S LOT 11.13 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400355 ITYE MARGUERITE 4202 S 122ND ST LOT 6S BLK 2 I.IILLMNS CD MDW GRDNS DIV NO 01 3347400360 IRAMEY REGGIE 4206 S 122ND ST LOT 66 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400365 BEEMAN BETH 4210 S 122ND ST LOT 67 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400370 BLAKE SALLY H 4214 S 122ND ST LOT 68.69 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400380 TAKAI KALAMA 4220 S 122ND ST LOT 70 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400390 MCGUIRE CHARGLES I S 122ND ST LOT 71.72 BLK 12 HILLMNS CD MDW GRDNS D IV NO 01 3347400395 MCGUIRE CHARGLES I S 122ND ST LOT 72.73 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400400 ADAIR RON 4310 S 122ND ST LOT 74-75 BLv. 2 HILLMNS CD MDW GRDNS DIV NO O1 3347400420 JENNE C 12055 44TH AVE S LOT 78.79 BLK 2 IIILLM14S CD MDW GRDNS DIV NO 01 3347400430 ELLIS EVERETT 12049 44TH AVE S LOT 80 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400435 ELLIS SONIA 1 2045 44TH AVE S LOT 81.82 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400445 FASANO MARK P LOT 83 HILLMANS LOT 83 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400450 FASANO MARK 12029 44TH AVE S LOT 84.86 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400465 ROMEO RIVERA 12017 44TFI AVE S LOT 87.89 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 Z '~ W �v UO (A o J H Nu- WO �QQ u- � = W H ZF Z� U O� 0H WW H� uO W Z U= O >•- Z t� O r1 r� ?i Pi�11 OWNER LOCATION LEGAL DESCRIPTION 01 3347400486 GOODWIN JOHN B 11863 44TH AVE S _ LOT 91.92 BLK. 2 HILLMNS CD MDW GRDNS DIV NO` 1 3347400510 SIMONTON ROBERT C 11845 4 4T 11 AVE: T LOT 94.96 BLK 2 1IILLMNS CD MDW GRDNS DIV 140 01 3347400520 PYLE BARBARA A 11835 44TYI AVE S LOT 97.98 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400525 LENTZ MICHAEL & VAR 118; 7 44TH AVE S LOT 97.98 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400530 JACKS BEN 11831 44TH AVE S LOT 99 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400555 BUSS DARRELL 11811 44TYI AVE S LOT 104 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 33474 MILLER GARTH 11803 44T1-I AVE S LOT 105.106 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400570 HOFFMAN DARRELL. 11685 44TH AVE S LOT 106.107 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 334740 CITY O F TUKWILA LOT 108.113 LOT 108.113 BLK 2 HILLMNS CD MDW GRDNS DIV NO 0l 3347400585 G1LLIpAN HUGH 11659 44TH AVE S LOT 114 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400590 BRATCHER KEVIN 11651 44TH AVE S LOT 115.116 BI K 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400600 KAPONE AL P 11645 44TH AVE S LOT 115 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400610 BELMONTE HERMOGE-1 11637 44TH AVE S LOT 117.119 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 334740061S CASE SALLY 11635 44T11 AVE S LOT 120-121 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400625 BURLINGTON NORTHE LOT 122 LOT 122 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400630 BURLINGTON NORTHE VACANT LOT BLK - HILLMNS CD MDW GRDNS DIV NOW 3347400650 HITCHCOCK DOUGLA 11650 44TH AVE S LOT 16 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400685 GULLA JUAN 11662 44TH AVE S LOT 19 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400700 POMEROY JACQUELIN[ LOT 22 HILLMANS LOT 22 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400705 POMEROY JACQUELIN[ LOT 23 HILLMANS LOT 23 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400710 MARTIN ALLISON 11682 44TVI AVE S LOT 24 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400715 POMEROY JACQUELIN LOT 25 LOT 25 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400720 THOMPSON EARL D III LOT 26 LOT 26 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400730 TRAN THUOC O 14808 44TYI PL S LOT I BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400735 ALBRECHT JE 11818 44TH PL S LOT 2.3 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400745 SAXTO SHIRLEY A 11826 44TH PL S LOT 4.5 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400755 SAXTON SHIRLEY A LC 6 HILLMANS LOT 6 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400760 UNION TANK WORKS 1 11840 44TH PL S LOT 7.8 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400770 WOYVODICH EDWARD LOT 9 LOT 19 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400775 WOYVODICH EDWARD LOT 10 LOT 10 BLK 4 HILLM14S CD MDW GRDNS DIV NO 01 3347400780 WOYVODICH EDWARD LOT I I LOT 11 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 334740078S UNION TANK WORKS LOT 12.13 LOT 12.13 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400790 QUICKSALL LARRY E 1] 870 44TH PL S LOT 13.15 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400975 VAN VOORHEES NO 11814 44TH AVE S LOT 1.2 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347400991 SEAVEY RUTH 11829 44TH PL S LOT 3.6 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347400992 TIBKE JON & NANCY 11826 44TH AVE S LOT 4.6 BLK 5 HILLMNS CD MDW DIV NO 01 3347401000 DOOLIN KATHY 1 1828 44TH AVE S LOT 6.7 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401015 ANDERSON ALLEN 11836 44TH AVE S LOT 8.9 BLK 5 HILLMN CD MDW G RDNS DIV NO 01 3347401025 GREEN SANDY 11846 44TH AVE S LOT 10.11 BLK I S HILLMNS CD MDW GRDNS DIV NO 01 3347401060 FAGAN ROBERT & CAR 44TH AVE S LOT 15.18 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401065 MCPHERSON LOREN 1201 044 AVE S LO[ 15 ]4 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 zzn7nn►nAA IIATFe nn MT 7.0 12012 114 44TH AVF C It .nT IS RIXK 5 HII.I.MNS (D MDW C:RDNS DIV NC) O1 3347401100 CASE DUANE 12028 44TI•I AVE S ILOT 20.21 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401110 CASE DUANE JR 12040 44TH AVE S ILOT BLKI 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401120 NASON STEVE & MARY 12044 44TH AVE S LOT 23.25 BLKI S HILLMNS C D 1%4DW GRDNS DIV NO 01 3347401130 MATHIAS ROBERT 1 12056 44TH AVE S LOT 26.27 BLK S HILLMNS CD MDW GRDNS DIV NO 01 3347401140 REED PAT 12064 44TH AVE S LOT 28.29 BLK 5 14ILLMNS CD MDW GRDNS DIV NO 01 3347401165 3347401470 MELLINGER JUDY SHAFLIK GREGG 4402 S 122ND ST 4410 S 122ND ST LOT 31-32 LOT 33.34 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 BLK S HILLMNS CD MDW GRDNS DIV NO 01 3347401180 UNION TANK WORKS LOT 35.39 LOT 35.39 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401205 CHAMPA ASSOCIATIO LOT 40.41 LOT 40.41 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401215 UNION TANK WORKS LOT 42.48 LOT 4 2.4 8 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401250 UNION TANK WORKS LOT 49 LOT 49 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401255 UNION TANK WORKS 12065 46TH PL S LOT 50.53 BLK 15 HILLMNS CD MDW GRDNS DIV NO 01 3347401275 UNION TANK WORKS 46TH AVE S LOT 54.56 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401290 UNION TANK WORKS 12005 46TH AVE S LOT 57.60 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401301 UNION TANK WORKS 12001 46TFI AVE S LOT 59.60 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401310 BRUNS JOHN H 11857 44TH PL S LOT 61.62 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401315 BRU14S JOHN H 1 44TH PL S LOT 61.62 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401320 DOVE JON B 111841 44TH PL S LOT 63 _ BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401330 JUNION TANK WORKS 112065 44TI-1 PL S LOT POR BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401380 CASE DUANE M 12052 46TI-I AVE S LOT 11.12 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401390 UNION TANK WORKS LOT 13.14 LOT 13.14 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401400 3347401405 RICKETTS CRAIG RICKETY CRAIG 4602 S 122ND ST L01 16 LOT 15 LOT 16 BLK 6 HILLMNS CD MDW GRDNS D1V NO 01 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401415 NGUYEN CHUC 4620 S 122ND ST LOT 18.19 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401420 BUI QUYEN VAN & BUI 4604 S 122ND ST LOT 17.18 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401425 KAUFMAN BRET 4622 S 122ND ST LOT 20 [BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401430 BECK L V & FRANCESC 4702 S 122ND ST LOT 21.22 6 !-HILLMNS CD MDW GRDNS DIV NO 01 3347401440 JERDE GENE D 4708 S 122ND ST LOT 23.24 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401455 PEIRANO MELVIN 4716 S 122ND ST LOT 25.26 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401470 BICE MAXINE 4730 S 122ND ST LOT 29 6 HILLMNS CD MDW GRDNS DIV NO 01 Z ;}.. Z �W UO sn O co w NLL WO 9: ti? � = W Z1- ; O U .O N WW H� u. O .. Z U= O Z DOCUMENT RECORDING COVER SHEET Additional legal is on page of documents(s) Assessor's Property Tax Parcel /Account Number(s) (S attachment to Ordinance 111777) s . } Ln C3 V ru ry ti W N C3 O ^•7 X 1--I x c� n 0 m C3 0 En g Y 0 0 1 z Z J U L) O CO 0 C0 =, J CO LL. WO 2� 95 . = W H- O z F- D o.: ON o E-. w �U F- Z; O �- z February 22, 2006 City of Tukwila WY'' Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Simon Bernabel 2004 SW 152 St, Apt #2 Burien, WA 98166 RE: Request for Permit Application Extension Development Permit Application No. D05 -170 Bernabel Residence— 5021 S 124 St S i Dear Mr. Bernabel: This letter is in response to your written request for an extension to Permit Application No. D05 =170. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days (through May 11, 2006). If you should have any questions, please contact our office at (206) 431 -3670. i Sincerely, @ r arshall Permit echnician ; File: Permit No. DOS -170 P:Vennifer\Extension Le tt ersTefmit Applications\D05 -170 Application Extemion.doe f jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206.431 -3670 • Fax. 206 -431 -3665 z W . w 6 J U.' UO U 0 W =' J � U. w� LL =w z�. z� J O, O �. = w: u.. O ui z U =' O Z FEB 1 0. 2006 PERMIT C ENTER ��� /_��� I 70. - --------- .. _- + _ S. ,. _ �_ z r -- - _ _. _ . _ . ear_.. 13od e�e. c�l D — ,J�c� • ' ��`n �ICZ �� � �_7` �mmu.n j � �eV2� i�e��� ...... ...... z�r �_ rnor� ,��nfG� `�ecuu se .-�. .. ........ way �-� �r -�c�r _�s-f - �z f-?, - ��1�`� , fea.I ---------- SIHOW OCRNA1361- ------------ 0 Z 1W D C.) 00, C/) CO W LL 0 U- co D UJ Z �- 0 Z LU w ,2 D D 0 0 CO 0 LLJ ( 3: U- p � Z 'UU11V JLLU"It 1 — A70flbtm %X. au4ab V%J%SAA ,' gAicatioin f6r Health Department App eal of Building Pelrm'it res or houses or structu served by ai;t on -sl` , ewage (septic)system (OSS) ��c { fast rublic Health Center - -14350 SL Eastgate Way, Bellevue WA 98007 106) 296 -4932 Fax: (206) 296 -4919 Application Fee: • $285.00 Please submit application and all support documeQ M 1t%$ UOP ' The minimum support documents include: 1. detailed route map and directions to property 2. plot plan scaled at V =20' or i"- 30',11" x 17" max. size, to include: • - house footprint and any proposed changes to -that footprint it location of septic tank and pump tank, drainfield and a] I tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show 100ft radius around all well sites • location of all outbuildings • location of all driveways and parking areas • all property boundaries, and easements • all streams and bodies of water Record J I.D.��Number ON Health Dept. Uge Only T - Guide Page/Loc. For DDES use Only Date Received Tracking No. Permit* Tech HD tee Collected: Yes No 3. Floo plans of what is changing in the building 11" x 1 maximum size paper. ropers Information ddress of Property p 21 s, l2WrH sr rtfA w ; L Parcel No (AP N): ' ity -1! vaJ f L A pplicant's Name _ ! 0 pplieant's Mailing Address wner's Name. �; jr4ok ge of House xisting; Square footage of house 1uare footage to be added Description of proposed changes 0 e r Type of On -Site Sewage System Serving Property: j / e Additions or repairs to sewage system (give dates and. describe briefly) Describe or attach any drainfield easements, covenants or noticos on title, which may impact the property Vater Supply Information Public water system (water supply with 2 or Water System Name: more colulections). State I.D. Number: Zip code Day Phone (' ) (, r4 City ��D�� z [3 uv ; eve Zip C� Day Phone - ( Zo(q ) Z!VQ X7.5 Distance to nearest public sewer Number of existing bedrooms Number of bedrooms being added Private (well, spring; etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. 'or Health Denartment Use Oul Approved Date By: Disapproved Date By: IIold Date By: 'omments /Conditions: Released Initials Date Ire - Any person aggrieved by any decision or final order of the health Officer may file a NWilten application for appeal to the I Ica llh Officer within 60 calendar days of the dccision.'(Tit1c 13, K.C.I3.O.H. Chapter 13.12 — Sewage Itevirtiv Committee REV 8/22/00, 9115/00, 12/24/02, 11/15/04 r m A� t ceived r JAN 0 ) 2006 Z ~ w X _3U U0 V) DLL w LL j � �w Z z� w U O- o F_ W H� LL O tii Z co H� Z ILA, t Department of CommuniiVi I)evelopt en t 1908 01 -27 -2006 SIMON BERNABEL 2004 SW 152 ST, APT #2 BUR.IEN WA 98166 Steve Lancaster; Director :' I MU 'Appli::atioulNa. DOS 1 5021 S 124 S'1• TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 05 %17!2O05, has not been issued by the City of Tukwila Perrrtit Center. Per the International Building Code and /or the International Mechani:al Codc. every permit application not issued within 180 hays from the date oi'application shall expire by limitation and become null and void. Your permit application expired on l 1/13/2005. If you choosy to pursue your project, you will need to respond to the incomplete or correction letter dated within 30 .ays 1 tale date of this lettet. Your response to the City's letter will need to include ail of the concerns ft•om the (.I -,pai tments that have commented on your project as outlined in the City's letter. In thr. event the Permit Center has not received your response to the City's letter within the timefrumc mentioned ahcve, your permit application will become null and void and your project will require a new hermit application, plans and specifications, and associated f:es. Thank you ror your cooperation in this matter. Sincerely, t JeTM �V rrshall Technician xr. t'ennit He Nip. D05 -170 J t 1 i urnucru i 6300 Southcenter Boulevard, Suite 11100 0 7ulcwila, Washingtc - 2 Q3188 o Phone: 206 431.3670 o h' x: 206 431 - 3665 Steven M. Mullet, Mayor z. . �Z w —10; U O, N 0` J � CO) LL w O J. LL Q to d' �w Z� W F- 5, U 0 H� w LLl U u. ~O W Z U N; ~O H Z As�_ 0J 7 W` a a -1, City of Tu Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 190E -.,or October 14, 2005 Simon Bernabel 2004 SW 152 St, Apt #2 Burien, WA 98166 -2062 RE: CORRECTION LETTER #1 Development Permit Application Nu tuber D05 -170 Bernabel Residence – 5021 S 124 ST Dear Mr. Bernabel: This letter is to inform you of corrections that :lust be addressed before your development permit(s).can be approved. . All correction requests from each department i iust be addressed at the same time and reflected on y our drawings. I have enclosed comments from the Public Wor .s Department. At this time the Building, Fire, and Public Works Departments have no comments. Public Works Department: Jill 1 Iosqueda, at (206) 431 -2449, if you have questions regarding the atta lied memo. Please address the attached comments in ; -t itemized format with applicable revised plans, specifications, and/or, other documentation. The City requires t at four (4) complete sets of revise&plans, specifications and /or other documentation be resubmitted with the al propriate revision block. In order to better expedite your resubmittal, . `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correc ;ons /revisions must be made i►i person and will not be acceyted through the mail or by a messenger service. If you have any questions, please contact r. , at (206) 433 -7165. Sincerely, 4 4% 1 04�� i r arshall Permit Technician encl xc: File No. D05 -170 s P:VennifeACorrection LetterAD05 -170 Correction Ur #1.D0; jem 6300 Southcenter Boulevard, Suite #10 0 • Tt xkwila, Washington 98188 • Phone: 206 -431 -3670 Fax. 206 - 431 -3665 Z Z �w QQ JU UO U)0 J = w– �w W O LL Q co : = f- _: Z F- t_ O Z H w Uj � o U 0— o F-- w tL O . 111 Z U =. O H- Z Wk CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwilama.us Development Guidelines and Design and Construction Standards Permit #: D05 -170 Project Name: Bernabel SFR 5021 S 124" St Review M 1 Date: 09.21.2005 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. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Provide a construction estimate for the cost to install or improve the septic connection, water connection, roof downspouts control, and driveway improvements. 4. Provide approval from King County Department of Health for the new house. 5. Provide plans that show: a) Location of existing drain field and septic tank b) Elevations for the downspout system c) Paved driveway for 20' from the property onto the site and a paved connection from the property line to existing paving in the right -of -way d) Location of water meter and water supply lines to the connection at the house. z Z. �w D J U, U0 CO) J :c �O w u.. N :3 = F . w z F- 0 z t- w w U 0 N. o� W w. � C-5, F- Z U =. O z AWL 4V Y V�IILA 'A' • o Tukwila y � ' �' `' 2 � f Steven M. Mullet , Ma N ? Department of Community Development Steve Lancaster, Director ............. ... 1908 August 11, 2005 Simon Bernabel 2004 SW 152 " Street, Apt #2 Burien, WA 98166 -2062 RE: Letter of Incomplete Application # 2 Development Permit Application D05 -170 Bernabel Residence — 5021 S 124` Street Dear Mr. Bernabel: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 17 2005, is still determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision.block. . In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be inade in person and will not be accented tkroupli the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, 4 ' Brenda Holt, i Permit Coordinator ti Enclosures File: Permit File No. D05 -170 p:Menda1D05.170 - incomplete hr 92.doe bh Z Z �w U O CO o. J = H NLL w 0. �J LL ¢ U D = �.. W Z H- O Z 1-- LU 25 U O� off WW F- U LL O: li! Z U= O H- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4 Determination of Completeness Memo Date: August 9, 2005 Project Name: Bernabel Residence Permit #: D05 -170 Plan Review: Allen Johannessen, Plans Examiner r A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The Code requirements note refer to following "All Applicable Codes and Authorities Having Jurisdiction ". In addition, the "General Notes" code text refers to King County Design Criteria. The City of Tukwila does not recognize the King County Design criteria. Update code text on plans that to show design criteria and local codes shall specifically meet the requirements for the City of Tukwila. 2 In addition to item # (1) above the Washington State Energy Code Table references 2001. Update the table to reference the current 2004 Washington State Energy Code. 3 Sheet (S -1) Structural notes references for seismic zone, wind speed references are incorrect for the City of Tukwila. In addition, the notes reference the use of 2" x 2 " washers, which is inconsistent with other plan details (example note #15 on page 2). The current IRC requires the use of 3" x 3" plates washers rather then 2 ", (Section R602.11.1). 2 "x2" washers can be used under the 2003 IBC provided with special engineering design and calculations in which then the plans shall require to be stamped and signed by the engineer. A complete review of all plan code text and details is required to show consistency and meet current code requirements. 4 The site plan provided shows a front set back with no dimension. In addition, is a diagonal dashed line shown with no reference to what it represents. Clearly show all dimensions and name property lines or indicate what those lines represent. 5 In addition to item (4) above, the site plan is inconsistent with the plan set. The site plan is showing an existing garage attached to the house. Clarify on the plan set where the garage is located and indicate whether the garage attaches to the residence. Please be consistent on all plans and site plan. 6 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. Z Z �w QQ J0 00 0 CO N U. W L a =w ZO w w U� ON ww ~- tL O w Z U_ CO), 0 H O Z 7 The previous permit application is inconsistent with the scope of work previously stated. The previous square foot indicated 384 -sq. ft. addition and 336 -sq. ft. upper floor. The current footprint of the house construction is 1768 -sq. ft. Revise application to show consistency with the scope of work. 8 As requested from the previous incomplete letter, complete a Washington. State Energy form for the City of Tukwila and a Residential Heating and Ventilation compliance Form. Forms can be picked up at the City of Tukwila DCD. • if Should there be questions concerning the above requirements, contact the Building Division at 206-431 - 3670. No further comments at this tune. i i Z i W u� D . L) 0 . wo cn w UJ � w . a_ Q = a w. z f .. z 0. AU Ui �p U O N, wW H U. t� Z, U N O \tAul II %Ilia OLU •tu„ y uw, 1"• "' •"'• _•__.. .•. 'lease detach and return top portion with your remit ance. ILA SIMONu —kNABEL 3002 S 208TH ST • K -2 • SEATAC, WA 98198 tP � cil .qi t S qr.� 9a Y '���'6 7'.• C "i< J Y!�'{ �r •u . •i.liu+ mzigo ... • �__ -- "2 ! I "z;'.' fU.h %d `- ?1�e 6 t~e: � ;Pf �!! (9 S av!n . , i a�rF.. v� K' t , 1908 00007288 05/31/2005 1 06/10/2005 1 6.00 1 6.00 6.00 .7 5:3; r,•r •.•. «y;.c... 1fi t •� �,. «yr ' � .�l1� "."•` i • P�v ~ylvz . ?7 ; f ; +i;4• 7 .n , . •.y.. ;i6 ^1T A 1 7� } '�.�I ' • +'[• \.. r .3. * . �y j }, ? Fx' �e S 'yi•{:L� ^ , r s [s� #; .�i ;�' a1�;�• ';'�.�- ':C'i x:�unitsx�fi ��?•v''S; �a�Q;tnl2�-�•., ?} �' ` , 05/02/2005 Payment - thank you 6.000R 05/31/2005 Billing 6.00 Account #: 20- 0710 -0000 5021S 124TH ST 5/01 5/31 31 Water - 3/4 inch Single Res 1 6.00 Due Date:06 /1012005 Amount Due: 6.00 Meter # Prev Date Prev Read 1 Prev Read 2 Curr Date 24651890 4/13/05 0 0 5/11/05 Curr Read 1 Curr Read 2 Totals Cons 931 0 0 Remif Tn ON of Tukwila • PO Box 58424, Tukwila, WA 98138 -1424 • PH: (206) 433 -1849 �IiEC�i�''E'C1 I N C 0 M P ET E cmr OF ruKvMA 1 LTR# AUG - 8 2005 PERMi7 CENTER Dos- l'{o Z Z � W WD JU UO N 0. W = J N LL W O Q C0 F H O Z H W UJ �p U O N, O t— =U H H u.. 0 , Z U= O Z .1 voi � 1908 May 19, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Simon Bernabel 2004 S.W. 152 ° Street, Apt. #2 Burien, Washington 98166 -2062 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -170 Bemabel Residence — 5021 South 120 Street Dear Simon: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 17, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at (206) 433 -7163, is you have questions concerning the attached memo. Plannine Department: Brandon Miles, at (206) 431 -3684, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will toot be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, GZ�J�LQ/ Stefani pencer' Permit Technician Enclosures File: Permit File No. D05 -170 sks Page 1 TAUnks\Docs\D05- 170 \DO5 -170 - Incomplete Letter #I.DOC 05/19/2005 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �Z '~ W JU 0 Cf) W = J � LL W } O } 9-5 U? � = W Z I— F– O Z E– W W D O N. o t- UJ =U LL O . W Z: U= O 1... Z '1 .f Determination of Completeness Memo Date: May 19, 2005 Project Name: Bemabel Residence Permit #: D05 -170 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The site plan submitted is not legible and correct size sheet. Submit a site plan that is legible and accurately shows the location of the scope of work. Show any other buildings or structures on the property. The size sheet shall meet minimum requirements as stated above for "PLAN SUBMITTALS". 2 The "General Notes" refers to the old UBC code. The Washington State has adopted the third printing of the 2003 IRC. Examples of changes are; the use of 3" x 3" plates washers rather then 2 ", section R602.11.1. (b) 2003 Washington State Energy Code (WSEC) where the wall insulation is now R -21 walls R -38 attic, rather than R -19 walls R -30 attic, shown on the plans. A complete review of the Code Text and plan details should be completed and revised as necessary to meet current code. 3 The plans show several types of foundation detail options. Only show, which intended foundation detail, shall be used for this property; compliant with current 2003 1 R code and the City of Tukwila code. Depending on type of foundation, footing drains may be required and a detail for water disbursement. 4 The plans do not show seismic wall bracing. Provide the appropriate brace wall panel schedule, relative type of hardware used, sheathing nailing and sizing schedules on the plans. Engineering may be required. (I RC Section R602 and R602.10) 5 Complete a Washington State Energy form for the City of Tukwila and a Residential Heating and Ventilation compliance Form. Forms can be picked up at the City of Tukwila DCD. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 I Z D JU UO Cl)O CO J = H �LL WO 9-J LL a �D = �w z X HO Z �5 U� ON o�- wW u' O w Z co o� z ?O&WIN �jV ILA • �;' . - ' `' 2 G) City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director ............ 1908 Ci P. PLANNING DIVISION COMMENTS DATE: May 19, 2005 CONTACT: Simon Bernabel RE: D05-170 ADDRESS: 5021 S. 124` St The Planning Division of DCD has reviewed the above permit application that was submitted on May 17, 2005. The application as submitted is incomplete. 1. The site map is a copy of an original and many of the items on the map are not legible. Additionally, the map must be drawn to scale and the scale put on the map. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206-431-3670 • Fax.- 206.431-3665 Z Z� D 0 : CO) 0 .. U) W LU -j LL W -j U- CO) CY W. Z 1 0 - P� LU Uj: 2 5" D a :0 CO 0— Ui U. O. itl Z, CO: W /ROUTING SLIP PLAN REVI ACTIVITY NUMBER: D05 -170 DATE: 06 -07 -06 PROJECT NAME BERNABEL RESIDENCE SITE ADDRESS 5021 S 124 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPA RTTMENTS Bui Division N Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATkON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-08-06 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 ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i t APPROVALS OR CORRECTIONS: DUE DATE: 07-06-06 i Approved ' Approved with Conditions ❑ Not Approved (attach comments) ❑ i Notation: 1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Docurnenlstrouling slip.doc 2.2"2 z '~ w J0 UO 0 CO �L w L L CO = �w z s H H O z F- W W U O � 0 H w LL O w z U= O z a �ERMIT co15R, o coFr PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -170 DATE: 03 -03 -06 PROJECT NAME BERNABEL RESIDENCE SITE ADDRESS 5021 S 124 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Builalhn 'Division ❑ PuW Works Alit v X . Fire Prevention ❑ Structural ❑ DETERMINATI OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 03-07-06 Not Applicable ❑ Peimit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 04-04-06 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: Documenistrouling sllp.doc 2 -213 -02 z i� iN— w JU UO UD CO III J � D LL WO LQ W� = �w z WO �5 U ON 0 F- WW F- LL —0 .z w U= O z � ERMIT COORD COPY " PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -170 DATE: 09 -13 -05 PROJECT NAME BARNABEL RESIDENCE SITE ADDRESS 5021 S 124 ST Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # After Permit Issued DEPARTME Bui� � i2! ision Fire Prevention ❑ Planning Division F-1 Public Vyorks Structural ❑ Permit Coordinator El .z DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09-1 5-05 Complete d Incomplete ❑ Not Applicable ❑ Comments: permit'Center Use Only NCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10 -13 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Id Notation: REVIEWER'S INITIALS: Permit Center Use Only 11 CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [� Staff Initials: ACy ocwnents/rouung sttp.doc -to+ z DATE: z �w �U 00 0 CO =. �LL w 0 Q. = �w z z O �5 U� 0� w u.l ~ P LL' 0 w z 0- O z 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -170 DATE: 8 -8 -05 PROJECT NAME BERNABEL RESIDENCE SITE ADDRESS 5021 S 124 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �_ .ps P aking l g ,vision Fire Prevention ❑ l3JiP Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-9-05 Complete ❑ Incomplete Not Applicable ❑ i Comments: i i Permit Center Use Only INCOMPLETE LETTER MAILED: g -11_0< LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg W Fire ❑ Ping ❑ PW ❑ Staff Initials: u TUES /THURS ROUTING: i Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9-6-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28.02 r 'r I ❑ No further Review Required z �w Q D JU U CO �W w LQ cl) F- W Wo �5 U(3 O �' 0E- w 3:U LL Z' ui U= O z HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -170 DATE: 05 -17 -05 PROJECT NAME: BERNABEL RESIDENCE SITE ADDRESS: 5021 SOUTH 124 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENT r ' -; 1q - 03r 610 h 1 6^ `4-0 Bu"11DASIon A] Fire Prevention Public Works © Structural ❑ Plan ivision L] Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) Complete El Incomplete Comments: DUE DATE: 05 -19 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: �" !�l�-OS LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ;K Fire ❑ Ping X PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 06 -16 -05 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents/routing sllp.doc 2.28.02 z �Z D UO CO) U) J F— Co LL WO L? � = W � _ z F - t - O z i-- w w UC) ON o�- WW F- 11= LL O W z U= O z PROJECT NAME: � (�� irl V _ PER,ti ii► NO:. — Site Address: 7 2� - -- Original Issue Date: a REVISION LOG Revision ' No. Date i Staff I Date i Staff Received I Initials Issued Initials D -. I G � Summary of Revision: i Staff No. I Received I Initials I Issued Received By: Ale I ckvid YIm, , r1 - Co bC kpiease print) Revision i Date ! Staff I Date ( Staff No.. ` Received I Initials Issued Initials Summary of Revision: Received By: (please print) Revision Date Staff Date i Staff No. I Received I Initials I Issued Initials I Summary or Revision: Received Bv: (please print) Revision No. I Date Received I Staff Initials I Date Issued Staff I Initials Summary of Revision: L Received By- ,.J (please print) Revision Date Staff Date I Staff No. I Received Initials Issued I Initials I I I 4 Summary of Revision: Received By: (please print) iL aNF.n+ManMi' " �•' Mli6. wMLU�T1.w M1M. ti." CMe. RttHiMrAMli !lfk?ht]kp;�':iyrN.9�X'A'A•t�Ww f l z �z �W QQ JU UO cf)U J = H LL WD L? co =w CY z �. 1- 0 z f- w w U� O� OH W W F=- H tL O . W z U= O~ z 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: httn: / /www.ci.tukwila.wa.us f t � ti.• Y : ,;r> °1tEVISIbN SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ClY Plan Check/Permit Number: —� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued L"'ry 01v r UKW'MA ❑ Revision requested by a City Building Inspector or Plans Examiner JU a 7 Project Name: Project Address: / Contact Person: Summary of Revision: PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 2� C- ZY2 c9 (DFS i i 1 i i I i i i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: AAArmaJ1a-U--- Entered in Permits Plus on \appl icationsWorms-appl ications on l ineVrevision submittal Created: 8 -13 -2004 Revised: i, i z '~ W � QQ 2 JU U 0 M r CO (L w O. U. ¢ UD T o F- W t- O z f-- w LLI �o U O� w LL 1— z U= O z 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: hyp: / /www.ci.tukwila.wa.its 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: %I (��'af Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued MAR 0 3 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner E.F?,M Project Name: eZ wit, n L k�i Project Address: � Z� J '�74 '�7� Contact Person: Si m y l3e r no be ( Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1� Entered in Permits Plus on niv J implications \Corms- applications on line\revision submitta Created: 8.13 -2004 Revised: SAM 1 z Z JU 00 0 w W �u- wO 9-J LL Q a =w �0 w ~ w U� O- 0 N w L O ui z N O z 0 City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htW :llwww.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 ' 9 /13 / 20 0, Plan Check/Permit Number: -- l Response to Incomplete Letter # ❑ Response to Correction Letter # RECEIVED CITY OF TUKWILA ❑ Revision # after Permit is Issued S EP 1 3 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER 1 Project Name: Si rn0 n - 8Cr nCJO e` z Project Address: 50 2 ! S. 2 y 7// 5 T U K LO I L to , V_ A g op Contact Person: Simon 13er \Oe-` Phone Number: zo Summary of Revision: i 1 I Sheet Number(s): i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' Entered in Permits Plus on (� •�� pp ications orms -app ications on line evision submittal Created: 8 -13 -2004 Revised: Z Z '~ w JU 0 CO o CO _ F- U. w O. LL ¢ �w z = t— l-- O Z I— w W U O- O� w U u. O Z CO O f-- z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htW:l /www.ci.tukwila.wa.us ` REVISION'SUBMITTAL X Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: o - 1 (] Response to Incomplete Letter ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Exanniner Project Name: Project'Address: �'Jb2 - Contact Person: f`(/LUV1 ZywGke l Phone Number: Summary of Revision: cme OF T'l1 LA n I 1 G Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (, Entered in Permits Plus on b app ications farms - applications on Ime evision submittal Created: 8 -13 -2004 Revised: . thw r.�•- i4__t�.- t� +:+4= iG.r:.y�Sr ScCv�• t, S�:- 4 �i: ��: rJi�L:r1,;..�,K�+Z.wu:�'iw`1C.y 5::.'ii: S' Wi�a�1F�r:FiSW icy'` � �tiSt7 � _ .6+�i. S'ri1T:s' rliaYtiiy Z 1Z w 2 JU U CO 0 CO w J = H CO LL W O. 9-J LL ND = a �w z z� w Uj � o U ON o t- =w Lo .. Z w CO O f "' Z CITY OF TUKWIL4 Permit Center /Building Division Community Development Department 206431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Z PERMIT NO.: -' STATE OF WASHINGTON) 0 0 ss. COUNTY OF KING ) N 0 W H WO .0 1A Z , states as follows: [please print] U. j `o a 1. 1 have made application for a building permit from the City of Tukwila, Washington. _ z� 2. 1 understand that state law requires that all building construction contractors be registered with the State of z O Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of w Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW j o 18.27.090. O rn 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of i Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions v stated under RCW 18.27.090 applies. LL o 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that v CO after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized =: under this building permit to be exempt under No. , and will therefore not be performed by a registered p F contractor. Z I understand that I may be waiving certain rights that I mil t otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. qL S. II,► si r �r ZA 411 i v * Wk �Vil1.�6 s Z r 40 0;1 0 ' p \appli cation sl8 -2004 affidavit in lieu of contractor registration Signed and sworn to before me 0) day of of Washington, Name as commissioned: 010 AARY ` ISLIC My commission expires: O 2 1 1 -2008 Residing at ►<IN. G COOK)T'-/ , County. { 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter .shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under ' the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without. fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration ei ; , ) contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor;, 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his. exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who�,eri•'aggs' the activities herein regulated a�;; qr�b! plo e' °��.of a registered contractor w0*04g sas is le c mpensation; 17. Contractors & & '� pro e s who have been prequalified qs eqused 4y ch6 of the Laws of 1961, R�1 4,7 �,vXit� at� department of transportation J h►A V. construction, reconstruction },-.or4naipte�rrdf� 0WOrk. t ,F 'rirtli li i� Z �w QQ J0 00 rn J � CO W w LLQ �D = F _ w z H z� 2� D U O� oF- LU ui U-F- U- O Z W U= O F-- Z 1 0 06 p Sr Illy IN �jqf 211 ION p p • w M . > 4 & � a s q oc4�� 6 8 > ;g� IRRIMN 4 3 A 3 $ �d 89�fia 0 @333 0� th o 9 i� f 1 ' 1 1� r. r 1 l o p � R p A g ggg y � oil A � I �� a 1p a� 7-1, . e I NV R OM A A �p 0 y ll C� > owl Old M �p m y A i � p �� 111 � ��� � � z g���� N > Inil kp a�i Gi��� ASS Asa M Rig W l" I B t� D N C� 3 rn n z D z n D r gin p �a; i� p g 1� �Ri a�R 9S 4T7 ��R RdWR4 all LA A� R� i4 � k � o il X31 a A F N 4 � $ 8 A �4� �a R $ s } F �3 �c ` � ; 8 R � tyi 3 O �� � � Yp � p � � 7�� p 3 Az u KI . Ki r.� , r� •fir c� c�:,,rs , �r>��a„+ .wa , t�f't:l ; �t� ®:t�9. �B�;�Q' ®f �R�Tf�;� �c��. ') • • . , �,'��.,��,. d_�! •• ;. • •� , :3 +,Y ti's �•' +1 � .. •�n'ae� ":.�.S�h' �• �1���.f1.. ' SIT y R rAV►�rr or I�!! � h oue >7�INi0 IJN.IMI'RD ING rRI01t Yo cowesl�u�slolu rolt w,ll sknYrrrs�wr ewl.T I'I�OMI Yt�e rlI►t�. rrae A.Are � GOrr�els+rreD Ih Ar.60RDNiC! WITM P�AI. 11sAlVfd.1LL7�R0'DUG110N 01' MK M!'f1i0D OP ALL OR PORTIONS OM � 1.1.Idm OIL VARIATIONS 71�lOOr' 1"YYM101R M�IftL'ii M'�RMISOION !'ROfd DCSIOIV6 NlLIMI7m ING 11 �>AI�IlL`f P1IQFIID111"D. Y!C/C 01lNWNab A!D ALL r1�tNT'1 TFQLTROMt }lDf11,M sM! 1�T1r Or D�IMio {�,IMIS® ING. N 0 G n 9 0 p g g i I o O U � i 'boo � a ":t w •/ 1 , th o 9 i� f 1 ' 1 1� r. r 1 l o p � R p A g ggg y � oil A � I �� a 1p a� 7-1, . e I NV R OM A A �p 0 y ll C� > owl Old M �p m y A i � p �� 111 � ��� � � z g���� N > Inil kp a�i Gi��� ASS Asa M Rig W l" I B t� D N C� 3 rn n z D z n D r gin p �a; i� p g 1� �Ri a�R 9S 4T7 ��R RdWR4 all LA A� R� i4 � k � o il X31 a A F N 4 � $ 8 A �4� �a R $ s } F �3 �c ` � ; 8 R � tyi 3 O �� � � Yp � p � � 7�� p 3 Az u KI . Ki r.� , r� •fir c� c�:,,rs , �r>��a„+ .wa , t�f't:l ; �t� ®:t�9. �B�;�Q' ®f �R�Tf�;� �c��. ') • • . , �,'��.,��,. d_�! •• ;. • •� , :3 +,Y ti's �•' +1 � .. •�n'ae� ":.�.S�h' �• �1���.f1.. ' SIT y R rAV►�rr or I�!! � h oue >7�INi0 IJN.IMI'RD ING rRI01t Yo cowesl�u�slolu rolt w,ll sknYrrrs�wr ewl.T I'I�OMI Yt�e rlI►t�. rrae A.Are � GOrr�els+rreD Ih Ar.60RDNiC! WITM P�AI. 11sAlVfd.1LL7�R0'DUG110N 01' MK M!'f1i0D OP ALL OR PORTIONS OM � 1.1.Idm OIL VARIATIONS 71�lOOr' 1"YYM101R M�IftL'ii M'�RMISOION !'ROfd DCSIOIV6 NlLIMI7m ING 11 �>AI�IlL`f P1IQFIID111"D. Y!C/C 01lNWNab A!D ALL r1�tNT'1 TFQLTROMt }lDf11,M sM! 1�T1r Or D�IMio {�,IMIS® ING. N 0 G n 9 0 p g g i I o O U � i � a ":t o il X31 a A F N 4 � $ 8 A �4� �a R $ s } F �3 �c ` � ; 8 R � tyi 3 O �� � � Yp � p � � 7�� p 3 Az u KI . Ki r.� , r� •fir c� c�:,,rs , �r>��a„+ .wa , t�f't:l ; �t� ®:t�9. �B�;�Q' ®f �R�Tf�;� �c��. ') • • . , �,'��.,��,. d_�! •• ;. • •� , :3 +,Y ti's �•' +1 � .. •�n'ae� ":.�.S�h' �• �1���.f1.. ' SIT y R rAV►�rr or I�!! � h oue >7�INi0 IJN.IMI'RD ING rRI01t Yo cowesl�u�slolu rolt w,ll sknYrrrs�wr ewl.T I'I�OMI Yt�e rlI►t�. rrae A.Are � GOrr�els+rreD Ih Ar.60RDNiC! WITM P�AI. 11sAlVfd.1LL7�R0'DUG110N 01' MK M!'f1i0D OP ALL OR PORTIONS OM � 1.1.Idm OIL VARIATIONS 71�lOOr' 1"YYM101R M�IftL'ii M'�RMISOION !'ROfd DCSIOIV6 NlLIMI7m ING 11 �>AI�IlL`f P1IQFIID111"D. Y!C/C 01lNWNab A!D ALL r1�tNT'1 TFQLTROMt }lDf11,M sM! 1�T1r Or D�IMio {�,IMIS® ING. N 0 G n 9 0 p g g i I o O PLAN O Q� ' r M 4 C M o � i g r ; rn � N O s Q70 � S 3 111 -601 g � � ;E M -N J q rh = I a v 3 I gni �y p 8 �F� Fi $ 18 t3sz tj JAVP 14sl 1 In � • N v 1 U � i � a ":t w •/ 1 , I j T, PLAN O Q� ' r M 4 C M o � i g r ; rn � N O s Q70 � S 3 111 -601 g � � ;E M -N J q rh = I a v 3 I gni �y p 8 �F� Fi $ 18 t3sz tj JAVP 14sl 1 In � • N v 1 N = a A Il �5 v t r b� I n O all fago LO !1 ORDER jig _I P a i. O W RN I - i �A o < V < i 1 1 0 > 1 AN K I r � g s 1 A E � a 8 3 U w N = a A Il �5 v t r b� I n O all fago LO !1 ORDER jig _I P a i. O W RN I - i �A o < V < i 1 1 0 > 1 AN K I r � g s 1 A E � a 8 3 FRAMING 4 FOUNDATION 2X6 STUDS • 16 oic. R -21 BAIT. INSULATION FINISH PER ELEVATION O/ R -90 SATT INSULATION 15 LB. BLD6. PAPER OR AIR INFILTRATION BARRIER 5/4' T46 PLYWOOD SUBFI.00R O/ SHEATHING PER PLAN 6LUED AND NAILED Z- FI..ASHIN6 WOOD TRIM OPTIONAL 2X FLOOR JST OR T..I.1.15 PER PLAN 2X6 PRESSURE TREATED ILL 2 (1) 04 BAR 11 PLATE W 1/2' DIAMETER �U CONT. TOP ANCHOR BOLTS AT 4' -0' OZ. AND 12' MAX. FROM ENDS, OR -- % - — L PER SFEARWALL SCHEDULE; —_ _ _ 1• MIN. EMBEDHENT = TW MTLINE I - -! ! I I Z STORM J HOOK BAR PER IRC 403.1.8 IF REQUIRED b MIL. BLACK VAPOR BARRIER i - -- 4 _ 1 l j l2I X14 CONT. DOT. L F DRAI L h" 3r SCALE . 1 1 + -0• E ll /w II FDN. NALL FRAMING AND FOUND ATION DIMENSION FINISH PER ELEVATION O/ 2X6 STUDS • 16 O.C. 15 W. BLDG. PAPER OR R -21 BATT. INSULATION AIR WILTRATION BARRIER O/ SHEATHING PER PLAN R-90 GATT: INSULATION 3/4` i 46 PLYYtOOD SUBFLDm EXT. 6LUED AND NAILED. 4• GONG. SLAB % _ 2X FLR. JSTS OR T 1. PER PIANS 51UB OUT •4 Z4 - El . "..0., 0 0 PLATE Z_ ^ I ! f I -- ANCHOR BOLTS AT 4+-O' O.G. IL (U 04 OWL T � AND 12• MAX FROM ENDS, OR � f PER SHEAP4 ALL SCHEDULE; 4J 7' MIN. EMBEDMENT J HOOK BAR – FM M 40319 Z 6 MIL. BLACK VD. y _ d --- —_ � z d0 1 - 11 I 1 l — (2) 04 COST. BOTTOM Q 4' Few. 6 FD DRAIN SCALE . P = I'-W 2 PORCH 5LAEn;?/T"_VN. 3/4' T46 PLIVIOOD SUER OOR EXT. 6L UEV AND NAILED R -Ig BATT. INSULATION MIT. 2X SOLID B'-OCKING I 2x FLOOR JOISTS PER PLAN OR T.J.1.5 PER PLANT L P05T TO N4i C 0NNWTOR 7 . 4X4 POST PO46 . 4X6 PDrT Z POST PER PLANS BASE F044 . 4X4 POST PO46 • 4X6 P+03T IQRAFT MATERPROOF OR EG41AL – 6 MIL VAPOR E ` A I-- -- . , -. . S � I' • R _. _III .0 + t � � � � (5) 04 BARS C%ONTIN BUS IB S ISOLATED "45. EA. WAY ISOLATED FT65 � �. 2 � - � NOT TO SCAM GONTI NUOU5 FOOTIN& 6 FOUNDATION NOTES s . - r c. �- a. r � � • 2. ALL FOOTINGS TO HAVE A MINIK)M DEPTH OF 18' BELOW FINISHED 6RADE. S. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH WITH KN IAIM 2poo PSF aEARIN& PRESSURE (PzFER TO SOILS REPORT V44M REQUIRED). 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED To EARTH oR WEATHER TO BE PRE56URE TREATED. 6. VERIFY ALL PRVI lSIONS AND FIELD CONDITIONS. 1. PROVIDE TEWORARY BRACING AS REQUIRED. UNTIL ALL PER14AHENT GONiM)GTIONS AND STIFFENING HAVE BEEN INSTALLED. b. PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. 4. PROVIDE 15X1• FOIAOATION VENTS WITH 1/4• CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. 10. M DENOTES BEARING POINT IN 2X4 PONY WALL. PROVIDE MIN. (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED 07143"SE. 11. CRAf"L SPACE TO BE A MINIMUM OF 18• SE.OW FLOOR JOIST AND 12• BELOPI BEAMS OR 6IRVE R.5 WITH MIN. 6 MIL BLACK VAPOR BARRIER 6ROUND COVER LAPPW 12 AT SEAM AND EXTE34Mb UP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO 8E 4x10 •DF (SEE SHM I FOR LUMBER STRENGTH VALUES). UNLESS NOTED OUSE. 15. ALL PMTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL. UN.E56 NOTED OTHERWSE. TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTIN65 TO BE 245r24Sd0• THICK WI .4 (2) X14 BARS BOTTOM EACH WAY, LU SS NOTED OTHERWISE. 15. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 3'k3'xV* - PLATE WASHERS. IRG R602.11.1 FOOT I NG 5GHEDULE D 24• VIA14MM X 10• TWCK CONCRETE FOOTING WITH (2) #4 BARS EACH WAY. 30' DIAMETER X 12' THICK D GONCIREiE FOOTING WITH (3) •4 BARS EACH WAY. 90' 24W THICK CONTINUOUS CONC. p FOOTING WITH 0) 04 BARS. c Ll FOUNDATION VENT GAL05. 1488 5F.1 150 = 4A2 S.F. FM VENT REOD. 105 / 144 x — M = 541 S.F. PER VMr. 992 SF. / 541 = 18 FM VENTS READ. 0 0 - !-v. A 0R .Vr,:_ re: ►I r RECEED JUN Q t • ti �s 7 � FA f CD 00 00 z J O. 2 0 - 9 � Y pi l ip DRAFTOtt rm 2 DATE. OgAZVD FI es 051074 PR10i •. V7R/ r� • 0 -.aAA s MAIN FLOOR FRAMING NOTES M2 ir& a �. .� a .. 2. PLATE HEI6HT W-W THIS FLOOR U S. ALL HEADERS TO DE 4x10. DP. 02 lMLE56 OTHERYIISE NOTED, CFECK PLAN. EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OF HEADERS TO BE 'I'-W THIS FLOOR UNLESS NOTED OTHERMSE. 5. ALL EXTERIOR WALLS 2x6 V1 7H R -21 IMMALATION UJW. 6. ALL FRAME WVLIN6 TO SATISFY CHMiER 6 IRC BLOCK ALL PLYY4000 EDGES. ALL EXTERIOR SHEATHING NAILED WITH IOd AT W OG. (WWJ AND 12' O.C. (F IELD ), UWLESS NOTED OTlERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR BLOCKING MORE PARTITIONS OCCUR ABOVE. 0. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. FIRE BLOCKING AT ALL PLtHW* PE ETRATION5 II. • DENOTES SOLID REARING UNDER CONGENIRAT•ED LOADS USE (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS UI4.E'S5 NOTED OTHERVISE. 12. FINISH ALL CEILINGS WITH Mo 6YPSUM BOARD. 14. PROVIDE 26 -6WJ6E GALVANIZE? SHEET METAL FLASHN6 ABOVE WINDOM AND DOORS. ( nrJ LAP BUILDING PAPER OVER 15. HOLD SMIS 6 ABOVE FINISHED 6RADE, TYPICAL. 16. KNDOWS SPECIFIED ARE MF60. BY, SUMMIT OR EGLAL. U = PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPE IN&S. TT. FASTEN MULTI -L.AM 2X BEAMS PER IR,G. STANDARDS, CHAPTER 6, TABLE R602AV, TYPICAL 16. HANGERS AT POSITIVE CON 7`10N5 TO BE SIP1 OR E GUAL.. la. CEILING JOISTS TO BE 2x6 AT 24' O,G„ TYPICAL UNA„ PLAN MOWS JOIST DIRECTION. 20. ALL VOIDS TO BE FIRE/DRAFT BLOCJaV PER. IRE SECTION R602b. 21. INSTALL WATER HEATER PER K&I N0 SEE SHEET I. PROTECT FROM IMPACT FIR 2005 IM 22. FURNACE TO BE PINGED IW AE3V. FLOOR ON I HOUR FUlWGE PLATFORM W/ (2) 5/4' LAYERS PLYWOOD. PROTECT FROM WACT PER 2003 W. 24. INSTALL DIRECT VENT FRPL. PER TERMS Or= L ISTIN6 AND MF AtS SPIE06. PER SMT104 R10O1 IRC. 26. STRAP THE WATER HEATERS AT POKM VM IN THE UFPER 1/9 AND LOWER VS OF ITS VERTICAL DfMENS5ON. L.OV13t POINT SHALL BE MIW4JM 4• A43OVE CONTROLS 27 . WALLS V H 6REATM THAN 950 PLF REGLU E A KNMRrI OF A 3x MEME3ER AT ABUTTW6 PANEL E06M AND SILL PLATES FOR WALLS DEV13EN SW AND 600 PIP, ANCHOR BOLT SPACING HAS EEO' DECREASED BY I/2 RUSE 2x SILL PLATE). FWt R40516 I)t,C. 2q. @ = LOCAT10%. OF FLOOR PE 451135 90. N.L. SMOKE DETECTORS TO SE 110 VOLT 14TH BATTERY BA 1QII', INTER00WrXAM. 9I_ TISS AM SHOVIVIRS; • FIRE BLOc4c IG BET14mf STUDS • L 04T S IOMER, FLOP! TO 25 6PM • 1 VlTEP tOOF Y(ALL TO WTH I 10' ABOVE DRAM *LET. IP ALL 6LAZR4& FfTWN - W ABOVE DRAM *LET TO SE SAFVIY 6LAS& 10 VAPOR SAIQRI R 9130V 6WRN BI7 tY • s AW-4n" SCALE : 1/4' = P • 5F. i S �N c � 1J4 JLIN a 1 -, +` 4% C. • CD @go 00 z J L K = f } , E r ig -.WmaA r ROOF FRAMIN z MOTES 1. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BMAM 2. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO SEm 2x8 HF 02 AT 24' 04. TYPICAL UNO. 5. ALL TW136E5 TO BE AT 24' 0.0. TYPICAL U.NO. 6. PROVIDE ROOF VENTS PER SEC, . REOb M. 1. ROOF PINCH TO BE bsl2, TYPICAL UNLESS OTHERWISE NOTED. 6. I9 OR TYPICAL • EAVES • 6 TYPICAL • &ABLE ENDS, RAKES. 4. APPROVED ANCHORS SHALL BE USM AT ALL C 4NBC -TIONS OF RAFTERS, .IAGK OR HIP TFISSES TO MAIN 61ROM TP109 -6 (PER TRUSS MANW) WERE APPLICABLE. PROVIDE 'S114PSON' HI FRAMINS AWHlORS AT EVERY AT EACH END AND AT 6ABLE END TRUSSES. 10. VENTED BLOCKING OVER SUPPORTS. II. C *MNEY HE16HT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10 PER IRG SECTION RI001.6 12. BRAGING. (STICK FRAHr M AREAS ONLY) • (2) 2x4 UP TO 10' LONG. • (2) 2x6 10' TO 14' L.ONS. (3) 2x& OVER 14' LONG. 13. PLATE HEWITS1 • MAIN FLOOR 4' -0', TYP. UXO. 14. TRUSSESs • CARRY MF6R. STAMP. • DO NOT ALTER WITHOUT BUILDING DEPARTMENT APPROVAL. INSTALL AND BRACE PER MF6R SPEC. • NON - BEAM" YIALL5 SHALL BE HELD DOYEN FROM THE TRUSS BOTTOM CliOM NTH AN APPROVED FASTENER (SUCH AS SI PSON STC). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACM OR POSTIN& AND PROVIDE ADEG GATE BEARING TO FOUNVATk*L 16. HIANSERS AT P051TIVE cAmermcm TO BE SIMPSON OR EGIUAL. 11. NAIL ROOF SHEATIM VV CO CGI440H • b' OjC AT PANEL ED6E5 AND AT WALL PLAT BLOCKING AND *12 O�G FELP. TYPICAL Pet IRG R6023.1. ROOF FRAMING NOTES • TFLW ENGItEERINSs PER M R8O2JOJ 714155 ENGINIEER OF RECORD WHO WILL REVM APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE Flotm TO BE M 604?RAL. NM THE VETS" OF THE BUILDING. THE wrow.n FfR- APPROVED EhOC IMENTS WILL THEN BE FORWARD! =p TO 'THE BUILDING C014CIAL FOR REVIM AND APPROVAL PRIOR TO FRAMING R4 PECTM. CITY APPROVED DOCUMENTS SHALL BE ON THE JOB SITE AT REPEGTIONS. TRUSS M4911439RiNG SHALL 1NCLUVE SFECIFIG TR9S6 BRACING RE"AFtEMENIS. COW. SH ING1.P5 O/ 15 L.B. FELT O/ 102' COX PLYY'HOOD O/ 2t RAFTERS OR TRII66ES • 2 0,6 ' .� NHSULATION BAFFLE i 1 ExTea� 12' ABU. wSU.. �f ! CL NWACE YV TOENAIL P BS CR i6 R. Jl M R006J R-99 QEU.ATION V CONi1NdOUS SIMIwoom HI SE36W., METAL 6UTTER (OR EQ0 AT EACH 7FtU S 2X FACIA BOARD 2X C43LiNS J01ST5 • 24' O.C. (OR TRUSS PER PLANS) c OVBiH1AN SEE PLANS 2X6 STUDS • 16' FO75H PER E'LEVA O/ R -21 BATT INS ATION 15 I.D. BLD6. PAPBt OR AIR 049LTRA BARREit O/ SHEATHM& PER PLAN SCALE s 1' s r -0 �) PLATE AT ROOF/FLAT I I A 6 ROOF VENT C.O .05. PRIMARY ROOF AREAS 1469 SF / SOO - 5 SF. VENTING FWD 5 SF. / 2 - 25 SF. VENTR4& RSM AT RCOF RI06E5 25 SF. / 95 - 6 VENTS MUM 0 • !7E ;-Cl F0 - i I f r;l1'I if 1. FWAANM M OMWEA ,fit 0 12 2W, IS p CD @go 00 z J L d Ills vy s 4 91 I g T♦ 6 'mmaAo SCALE s VW - H' -OP I N b 4 0 IX4 7RIM OVER — 2X9 BARGE FACIA COMP. SHIN6LE5 CON'T METAL 6UrrM W/ 5/4x6 FASCIA E6 12 �6 M.F. IX4 CORNER -- TRIM -- / STONE Q I 6' LAP SIDING . � U�lJllll []C BUILD -w 1 X 1'-0' F05T T.O. SUBFLOM L71 -7-71 ---71�1 =L r ' UT , Lc, ELEVATION NOTES 1. PROVIDE GOMTINJOW METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER. IRC SECTION R006J TYPICAL. S. PROVIDE 6ALVANIZED SHEET METAL PLA NN6 AND COUNTER FLASH M AT ALL ROOF PENE7RATION6 WGlMNS CHIHANM. 4. REI M TO SECTION R1001 IRG. FOR CHIMNEY CON6TRUGTI0K 5 PROVIDE f"EATIER- 57RIFPIN6 AT ALL DOORS AND NNDOPIS_ CAULK ALL JOWM AND PENETRATIONS IN EXTERIOR WALL. b. BRICK TO BE SUPPOFtTEp BY STEM LINTELS AND SHALL NOT BEAR ON V000, fWAMIN6. 7. FINISHED EXTERIOR 6RADE TO SLOPE AWAY FROM BUR M246 AT A SLOPE OF AT LEAST 2% FOR A MN UM OF 5 FEET. b. POST AFWP4 VEP NLWORS OR ADDRESS ON THE DW S-LlW. ADDRESS SPAM BE FI AINLY VISIBLE AND LEGIBLE FROM THE 571REIET FRONTING THE VV43 -L1N6. SCALE e it L LL 11 LL 0 wt -"W&& irks !/4 = I'-& 6812 12 b� CON a METAL 6WIM W/ MR)* FASCIA T. • MF. FIMSJ' NW CORAM vEom Iry i •.� 1 iti - SGd%m I t f p 0 1 I 0 00 00 z Q J L•L C RIM J r o I u ,aaAo 4 `f SCALE 0 V40 s r-op r ft bL,AZIHc5 5GlEDUL.E - PLAN 188 - - _MA14r. 5um 5umm[t summit - - - - -- MODEL. 86_50 -- IFRAM - vhyl_ - - vlr�yf _ - v inyl - vlrx�l_ vlrxjl_ - - vinyl - - vhyl _ . _vinyl - vhy1 vhyl -- _ vinyl _ vinyl _- - - -- - - -- - - -- - -- - - - -_ _ - - -- NO._ 1 2 - j - - - - 1 -- - 1 -_- - I - - 1 - 1 I - I i 2_ - -- - -- W -- 4.00 -- _2._00_ - 5 400_ 6.00 _4.00 - - _5.00 - 2.O_ O _5.00 5.0_0 - 2.50_ -_ 2.50 - - H 6. 0_0 _b._00 1. 00_ 6.00 6 .0 0 4.0 4 .00 4 .0_ O 4.0 _4.00 4. - 4.00 - l�RE - 'A_ _ 2_4.0_ - 24.00 - 3.00 _24.00_ 96_.00 16.00 _ 2_000 6.00 _ 20_ _2 10 - 20.00 -- GAS air - _ar air _ ur air air air _air air air_ air air AIR ^' 1/4 'I/2'_ 1/2 I/2' _V2 _ 1/2_'_ I/2' _ 1/_2 _ 1/2" 1/2 + I/2' _ -- L ! - yes _yes - des _yas yes yes_ yas yes - yes_ yes _yes U_VAL_ 0.320 0350 0350 035 0.350 0 350 0.3J0_ _O._J50 0 01 _0.350 0350 - TOT 't.6 8.40 I.o _6.40 1 5.6 0_ 6.6 2 .6_0 1.40 1. 00 5 .50 LhAN6_SH_ - M ANb_G5M T LIVIN FIX ABOVE DOOR) D 5H _- - DI G SMT 86f0 - 8690 _ 8 690_ 5urnmlt Summit _ Sut r�rni t 8610 _ IGTG 5L_D 5 6_ - - -- _ M BAT G_5MT SG _ 8 650 Surwnit _ summit_ 8_650 - 8 6J0 - 8650 _ 8 650 - 8630 -- _8610 _ - BED I _SLDR_E_6_ - BED 2 SLO E6 r� summit -- M. FIX - M.BED GSMT E6 - _ - Summit summit room TOM - - -- _ 1 4 - - -- - 225.00 & LAZI N G S U14A ARY total finished are 1,4 g,s. to 91oz 22SA0 5P. - - t otal u a % of glazhg -� -- ISJ2 av'9_ v-v cd - _ - 0.946 EXHAUST VENTILATION SYSTEM s ource s peclft exhau v 0.35 OS I och - da mper 69.4 99.200 cfm -- s stthg_ L - MIN. MAW UTILITY 100 Celt nutona /e q BAIW 100 Catt intone %q MEATH 1010 urn wt 1 US cfm 1 115 cfm _IIS 1 a r cr W Loo s 15 00 Wo 13 WHOLE HOM EXHAUST NAMLAT10N SYSTEM Combhed use of source speciflc fans as hdi:ated above. Fans lndlcated above as being WW &%wle Hau:e), are to be corrected to on approved 24 hour toner. VaM 000M ST TA VIZ 6-2 Oxb NO" ELE RESISTAWZ - O THM R JH CNA FTER 6 PRE5G FTF%*E -' X CHAPTER 5 _ r�r�ber Proposed h optron I V Vaulted col M zhg al forced SK - u f=lat ce f'rrp glazhg SK 1 532 Exterbr rca M wc_�giazh y u -value oll omed_ 0 .400 House / gars Plr�o alazhg u -val __- _0345 Fbors_OWN M.a doo u -vale allo» 0400 Slob perlme I ro posed do u - valve -- 0 .:.40�Ducts In urh 4 0 O i 12 b� BAFFLE T.O. PLATE R e MP. it-" WSULATi01+1, rM. ROOF TRU55C-S 3 *24 1. GRADE 1 R 30 BATT 11 O.C I � I 2 ROOF GON5TRUCT I ON SOs fe-T PHERP = SOLID sm4n i is • JOISTS PER PLAN • R-116 GATT OR ow"" INS R-^V ON MM. • 6AS WAT • WW 4&VP- bt nALL BOARD • cEILRt6 NALL GON5TRJGTION = 51117110 PER El"ATIOM • 60 OU LVM PAPER • 112' cl7x PLvir'IOOD SIEATFwo (OR 6fiaW _ 24 57WS AT W Or, 4 ' W.21 BAIT Rft<.ATION NM VE& FACE STAPLED FLOOR GON5TRUGT I ON F*f FLd2M PER PLANS = 9/4' T86 Etvl'I W 6UM NO NAB® • F7 cm JWSM FOR PLAN • R-SO BATT MK OVER UNIEATED AMAS • POST AND BEAM SWF%MT Sax" JOISTS OVER GRADE • CPAM SPACES 6 HL BLACK VAFM BARIUM I � _ LIAM 1/4' a P -0' 1-Li M .: 4 V - 1 o 00 00 r� z Q J L ME �RiC' JEW A #" fly -Y T F p fill- E I BLACK V.S. 2X6 STU 0 16' O.G . R -21 IM- OLATION DSO_ FOR - -- - -- -- - - MA ao. m mm FRAM _ W. W H ARLA 6A8 AI R L E U-YAL TOT WA -_ -- sfmpaon 50 - wood - - 0.0 - air - 8/8' yes 0.89 O 011 POOR TOTAL - -- - -_ - - - L O - --0.00 _�_ -_ - O_ x _ _TRADE -OFF "k* lirw� R-30 %attks R-38 � e ca rialls I R - _21 urn_ Ba s potss� _ P. W t er j R -10 sated sea" BLACK V.S. 2X6 STU 0 16' O.G . R -21 IM- OLATION DSO_ FOR - -- - -- -- - - MA ao. m mm FRAM _ W. W H ARLA 6A8 AI R L E U-YAL TOT WA -_ -- sfmpaon 50 - wood - - 0.0 - air - 8/8' yes 0.89 O 011 POOR TOTAL - -- - -_ - - - L O - --0.00 _�_ -_ - O_ -6'04. 2x FLOOR JOIST -1 PEPWOMALAR TO WALL A54 (04-000 • 32' OTC. FOR COW. YMIL H > 4'-O' 9*4VM HOLPOM -SM PLAN FOR TYPE J AW LOOATHON LAP EXi0RI0R SWATHNb OVER, RAM f J*T. OR MAIL LTP4 • 52' O,C+. -64 COAT. RAE R AS. x W - FOR SIZE 4 SPAON6 SEE PLAN HM MR. TYPICAL SHEAR WALLS 4 HIOWZOWA . DIAPfRAbM RAILM SEE PLAN 4 TYP. MOM e PM PAN" W wafH I THAN 4 LAP PLYY'IOOD ONE9t RIM .015T WAI._L ® FO UND. WALL I SEE SHEAR WALL 90eDifl.t rm — 00'Tfc*f PL NML11ib lbd - b OG. — -� � eLODUNS —�-. 664".1ON HOLvom - '.� PLAN FOlt TYPE MW LOCATION LApmanum &CA OVER, RN R n .8T. OR NML LW4 • ex OZ. 04 WW. REAL AA x W - SM aIZE • 5 ACA0 SEE PLAN HM& MR TYPICAL SHEAR WALLS 4 NORIZOK" AL DIA14RA6M NAI M SEE PLAN • TYP. NOM • FOR PANLS W MVFH LEW TWN 4'-0' LAP PLYY400P OVBR RIM JOIST � 2) SHEAR WALL ® FOUND. WALL. FLOOR JOIST PARAL To WAW am 61W HALL HOL O"46M n T N T x P.T.1 bS YV SEE PLAN 0 4W OZ Cr F 14 a vj Y'IALL EWS, ML WAIL - SEE PLAN NITS. if) SHEAR WALL ® FOUND. WALL NOTE. FOR SHEAR WALL I�OR ®PjwIENr SPLITTN6 • RIM - PROVIDE VM RX PARALLEL w/ RIM SHWA 194L - I HALMS 1 Tti'PE SEE SC44WULE EXILE FOw DOITOM PL. HALNS I01d - b OJG. dpx0j 0) 104 • D1AFVRAW4 Kro OLOUcm LJOLID McGICm • W-w or,- -2x NAiaR W kW - b• ow;6 FOR GAD. IM FOR TYPICAL SHEAR MALLS s HORIZONTAL DIA14RAIN4 NALEN& SEE NOTES f) TYPICAL SHEAR WALL (JOIST PARALLEL (STN MALL) MIAL STRAP OW PLAVO iR SM W" gm°J712E f;ORw 16d - b ". 0020 HORIZONTAL DU,PIRAdH - 5m "am FOR WANAW KOM -AMST - S! PLAN SM SIZZ • 4 SPACSIi VOL SAM • ML STRAP !HEAR WALL 9GNQ710Z -- - -- --- — - -- QTR III 9PEGICO 10016 9HEA1TH m w Iod OOX -- SW SHEATHING NAILING BOLTS PLATE TOP PLATE SHEAR THICK_ (SIDE)l AN OG) _{IN OG) AN 00 (KLF) _ _OG) _(IN 1 7/fb• 0513 (I) - IOd O b 5/8' A 48 16d O 5 _ M6 0 24 W/ 1284 - 5/8• • 3Z !bd 0 A95 a 16 w/12 -8d_ 034 __I 3 Mb OS13 (I) lOd o 9_ 5/8' a IZ_ a �? _ 12 r�A2 -bil 0.45_ _ - !bd -- - A1 ,IBS 4 /B• e 8 Ibd e 2 A35 s a w/i2 -Bd o b0_ I � __5 _ _ 5 - 1A , 6' 058 Q) IOc1 "i - 4 - 5/8' 0 24 2 15 o 3 2 -A35 a w%12 -8d -- 0. - -- 1 - 0 - 1-6 6 746' oS8 a) IOd o 3 • IB 2 -I6d o Z 2 -A55 0 12 ,x/12 -8d_ OA0 1-b _ _5/8' _ 7 7/!b o5B ( IOid o 2 5%E'! 0 12 2 -16d o 2- --- >!H!'AR WALL NO'E!S Gn*W4AL. NOM (APPLY TO ALL SHEAR WALL13) A) FOR RATED SHEATHING PANELS, SPACE NAILS a 12 IN (JOG MMU O.G. ALONG INTERMEDIATE FRAMING twE BERS. B) BLOCK ALL PANEL E06E5 WITH MINIMUM 2x 01 MMO BLOCKING. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (6101 O.G. E) FASTENERS SMALL BE DRIVEN FLUSH WITH SURFACE OF SHEEATHIN6. F) PROVIDE 50LID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRA6M5 TO ACCOMMODATE THE BOTTOM PLATE ATTAGHIMENT. 6) OFFSET PANEL JOINTS ON EACH 5DE OF WALL MINIMUM ONE 57W BAY. SPWAAL MOM POR BAR KAMA (APPLY TO WN. S 8P19CAV4ALLY NOW) 1) APA RATED SHEATHING EXPI / EW2 / Wa OR G-G / G-D / STMr.,T. II PLYWOOD. 2) PROVIDE 3x'5 (76 MMU AT ADJOINING PANEL ED6E5 VV NAILS STA66ERED. 3) PROVIDE MINIMUM 3x (76 MMO BLOCKING OR .JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS 5TA66WED. 4) WALLS WITH 6REATE R THAN 035 kit USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALLS BETYCEN 0.35 AND 0.60 k11', ANCHOR BOLT SPACING HAS BEEN DEGREASED BY V2 ME 2x MIEMMIRS). 5) FRAMING TO BE A MAXIMUM OF 16 IN (610 M4tl O.G. FOR SHEAR WALLS I AND 2. 6) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS E06E NAI LING IN $HEAR MALLS THAT USE 6M (SHEAR WALLS 1 AND 2). - 1) FOR SHEAR WALLS 2, - 1, 8. AND 4. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKEN AND NAIL ON EACH SIDE SH ALL B S TA66ERED. aaoat�wr naH�MC. HOLOOM WACP JLE 611L III SPWAW 9114 0 900 STR01Er Im HOL VOM 90409012009 GATALOO - 1 1>°i41 -PiR VAUES FOUNDATION LEVEL - -- -- - - -- HD HOLOONN STUD FAST ENER ANCHOR GAP DETAIL �- ++ TYPE TYPE TO STUD (24) 16d BOLT - KIPS 237 - -- HI - ST STHWO {2 13) 17. _ _ 2 q STH_DI4 fib) 16d _ 4.43 —_ PHD6 PHD _(�2X✓ ( (18 gue 2 4} a3 7(8` , ^ 7�8' 4 5B6 _ 6.73 Hoot 4X_ ( 26) . 90 55 55 _ - �- -- ?�8' 454 H 0fOA _4X (4) 7/8' O N! S 1 7/8_'_4+ H_01 4)C— I '_d' IWO i. HDI bK. l5I I' 0 - -114'_ t HOLDOM WNW" EVIL III SPEC 115 SNP -SON STRONG TE HOLM SD P80N 2009 CATALOG - H54-M V,'tl.AS OTHER LEVELS to HOLDOM STUD FASTENER TIE GAP DETAIL • TYPE TY PE TO 5THUD ROD KIP HU 2 MS + GS18( 2X- 8) W - - - - - - 1.2 - --- (2I G52 ( 2X- (16) I EA - - - 2ZA - - - 2.94 ( 2) 05 ( 2X_ 8) 1 6a EA ( 651 _6(48') (2) 2X_ (28) 8d EA 3.30 - MST - 12 3x- (5_6; Ibd EA 5._80 (2) M5T46 (2) 3X- (42) I6d EA _ - - - 7,63 (2) HST60 r 2) 0157'12 (2) 3X- (46) Ibd EA (56) L d EA - -_ 8A2 r ?3 8 �I WO HV+S 6x-- (u r _- HOLvom N0m 612tRA1. W= A) MINIMUM CONCRETE G01 STRENGTH To BE 25 KSI 07.2 MPW B) REFER TO MAMUFACTLRERS GATAL065 FOR MIMKIM DISTANCE TO FOIkVATION CO1a EI R G) REfTR TO MAINJFACTURERS' CATALOGS FOR NNIM.M BACKINS TAR SIZE. DJ REFER TO MAIWACTHJRERS' GATAL065 FOR ANCHOR BOLT EMBEDME W DEPTH. E) POSTS AT HOLDOM- 2X 4 4X (3Ea+mX t BgwtW - - - 02 OR BETTER 6X ( 140ff nX ) _ - _ *1 OR BETTER F) THE ANCHOR TYPE HO! -DO: DNS AT OTF ER LEVELS SHALL HAVE A PAIR, ONE ABOVE AW OW BLOCK T1ID BY A THIREADED ROD. 6) USE 57HDDRJ FOR 5rrVA, STHDIORI FOR STHDIO, AND 5TH P14RJ FOR STI DI4 WERE RIM JOISTS ARE INSTALLE V (N) THE STUD FASTENER FOR STH4D5 SHALL BE 16d SINKERS. (I) MINIMUM STEM WALL TO BE 6 IWE FOR I -STORY BULDI116S, 8' YEDE FOR EULDINGS HAMN6 2 OR MORE STORIES. �17R � K 2c 406 "a • W SHEAR AA L- 1W.84b- 9!E ScHep" ad • b• 04 "k AYNOOD ROOF SHEA - *WM Wr WX (OR W) 2W - PALI P NM ad • 4'Ol. • PANEL EDGE • 24 1w • at oL. � � N AT EAL+f 11C>D6 SCALE s V4" = 1'-0• 3. FOR 14ATEES JAL STREMTH S, PLEASE SM SHEET 9L 1. LATERAL ANALYSIS ALY515 PER 2005 IBC. METHOD IQ^!HV). SEI-c# G ZONE D SO4P,SON STR�ONS TIE CON ECTIONS PER GATALO6 C -2003_ FLiOCiAT5501W PROVIDE 3SBSc1/4' 71WX 5T1EIL WASHER AT )ALL ANCHOR BOLT PER 2003 W. WCTHOH R6O2AJ 2. VSR" N V*494510M TAKE PRWABDISCE OVEE R SCALED 094El51010 S. BASK, MW SPEW • 96 L'PH EXPOOLVE GAIWORY = I3 s SEISMIC ZONE x D2 4. TRJMTT/ARY LOADQ466 R001F. 206 PL + 250 LL • 41P TOTAL FLOOR, 1W PL + 400 LL 994 TOTAL. f'W A- 00 DL + — 00 TOTAL 5 ALL FRAME HALIM TO SATEPfI GHilAP M 29 OW, OLOCK ALL PLYHOOP ETA C& ALL CK101:RIOR SHEATHM NIA#® WTH W AT W Oj& MP60 AMP t'2" " M") W4M6 NMFD OT AUK, TYP. L cor�coHwau. to waLL Ljoq) � P I% f 4 I 0 �:. :. Fl - _ ; - 1 i t I t i F - := Zk 1 0 v CD 00 00 z Q J d OF Ng a� S� a 'MAJ 6. — D13I0lm STRAP HOLD Pam LO:ATHON • D0107e5 9mTW HOLD DOWN LOE:A WW - -- - VO40M AJAR FW.L LO ATOON 4 WALLS VaTM "HAVER, THAN WO FLF REG U1 M A HROOJMt aF % M@ AT AEUrFR4S PAMIL EP6M AM SILL PLATES FOR WALLS OEVCM SW AND 600 Mr. AW.HOR VOLT SPACRM HAS WM DWREASED BY V2 AM 2x M40ERS) IDG TAME 239.4 10 AT ALL IUD GORN13t LOIGATOOW, PLACE STRAP HOLD AOM So fl , r 4 L or "" DOI��!! 15 9' W Ew iGrA OM c4maw, TYP - ntm A DOWLE STRAP 15 R15WR®, FLAGS 80 THLAT 00 571/1! ¢ 15 So IN FRa4 GOB TW N. AT AAL.L. REWREP F04POW L,OGATIOW, PLACE STRAP MOLD DOM 50 THAT 4L OF HOLD POWR 15 I-W OUT PP404 VDW OF O! 000, TYPICAL. YUM A PO 131E STRAP 15 PWLXRW, PL/ACE SO THAT E NP 57R/AP 4L iS H-VW N FROM WOE OF OPEN110, TYP. CA AT ALL PVG UWVD POOR LOGAT1016, ALLOW 1-1,W TO SWAAP4L FROM POOR PMM OPBOW. FWN 15 2-VW FROM POOR 946E ON FLAW TAS ALWW:r, r FOR POOR FVU44M PUN A PaWE STRAP IS OWWREP, PLACE SO TWAT 00 STRAP ¢ 0 H-W N MON PWW OF04H O. WIR. r 5 124TH 5T. or IV 6 SEC M C -2 AVOW CONTROL BMPs FIGURE C LI.0 TYPICAL DRY%ITLL INFILTRATION SYSTEM , House , Roof Downspout Cakh Basin (Yard Drain) no* O DRY WELL 4e Inch Diameter Dole Fred wilh PLAN VIEW � � NTS r • f 1 . 1 . 1. 1 i. / /, . ,. l .1 r Mal, Ti7tn"Awn, r i Mkk .1 0 above Seasonal DRY WELL High Groundwater Table SECTION T NTS 1lMM5 Zoos Swfaoe Ware Desip Mail —Aff aft C Cpl! 1 Dp �pnV �1��, 2 g ZfiU6 O f nrn nN a 1 i I ii ores • IT , Tdoft nalE: MNrais wo n.area n.n ora.rOVANi and prey Y1CI1ide a0Mbn1 Pw nWbwhM ni?nS have bceri revi bi the pill i parimcrt For confor i ayce with cu;. Ciiy vand3rdts. Acccp is su: , cit in CirJIS and ,v,3 ;ch do not a.jlb ize ric►iio, of p !cd standards or ordi_n3nces. The rccp.,; _ i "-e(itv ;' , j;e adequacy Oi uCsisri rev *s ton: :%. th:. ;xith the J. di!; ns, or rc., a ^.; to thL'sc ;ra sings 3f er this date wfl.1 void tii:s Sad a• 1; regt:ire a re of re$j;;ed �i �x r � for svbsNueot sppro Firm! w o*tance is subject to Geld k4pecdo n by the Public Forks utilities iL5Ct0I Daw yRcSlc r� �CC e I�L IZ.�stY - ar — rtlaa tir Pk- - 11W Q11 Cue AO e- s� -�"1r► n C�?1La Vti7t� ST �G : 1otS c /y 1 SCALE= �•= ta�-O- SITE DRE55 5016124TH ST. TWMBIA. Kk 98176 LEGAL DESGRi"QN LOTS 5.6 AMP Y4 U2 LOTS VO ALLENTOM ADD. LOT GORGE: LOT AREA: PROPOSED BULL DINS FOOTPRINT, TOTAL. LOT . 6 SQ.FT. 1657 5Q.FT. 1657!6,917= 24% MAR 0 3 2Z 30 i • Q ° ? I Rb M a HI j; YE pi DRAF M pf*446M PATE. • . E I 1 g °d ° n� ����-•, � I @ � H R�qt g 3 g j 0� E �? Nil r4 gig _n via, ��� y� 291 ts # No 9 3 � T 9 Q� Q a m Fu z o r 4$ � ^ l I m p d rn < s� I Sol Z l o < Jul 4 11 pw Im u 1 j4 HP (P too � Y F� � n �`��3 88� k s� � � � $be a �aa� d�� @� �i � K� r� �� a.a 3 � g g... �� �d@ w � � ��',� � v pag � y 1�R� IK Og RM pill �t�� � g Ll k � Foa all a Sy s , np U) 0 �A RW�RA� 18, 9SYi Pt gp $� :: III ��� �ea���3 1111 uq 7 ��" �Ia � R5' a�'� �A 9 J> i ll _ ? & � aa q y A gQ ag $ F 4 C�EaP y 8 ro ail a � € � 1 � 11 I °� �� � �� � ie . f o83� s � � 3 � � w � j� � � � � �� �a g g � v �� �;�� ��� � � ° � � gx Y � �d > :� ��� � � �� g §4 � g � � �i � X 1 79 3 � m r a a �j{ � � 3 i � � €�€ � �� � � . R 3 RV �$ a t � a g IO R R E 4 e � 8 g F §i � E ,j �� S� I g g a 3 $ � � p� E� 61° � <�9 � F I I € A � 51 $ � � I� ' � � � �a$� i R � �1 � � $ � ��� � �� 3 g 6 9 ➢ � 9 6 5 Y R S�� 8 Y � � � � 8� g � � � � � i � R 5 ° 9a� P F d n 44 al IT r • qb FRAMING 4 FOUNDATION 2x6 ST" • 16' O.C. R -21 BAIT. (ttALATION FINISH PER ELEVATION O/ R -50 BATT INSULATION 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 5/4' T46 PLYWOOD SUBFLOOR 0/ SHEATHING PER PLAN 6LUED AND MAILED z- FLASHING WOOD TRIM OPTIONAL 2X FLOOR .1ST OR T.,1.1.5 PER PLANS 2X6 �E TREATED LL ■ X (U #4 BAR 11 PLATE: P V V2 ' DIAMETER Cam TOP AWHOR BOLTS AT 4 Oia. AND 12 MAX PROM IEWS, OR x L PER SHEARWALL SCIIEP" _ I ' S M IF REQUI"gpRED"' �"••`� I 1 MIN. EMBEDMENT J HOOK BAR PER IRG 405.1'3 � b MIL. BLACK VAPOR BARRIER i Q ' I It d-. I_--i 11_I (2) 04 CONT. EM. PERF. 1 3 • 6 3 FM DRAT SCALE V = 1'-0' I 6 i =r, > N. NALL FRAMING AND FOUNDATION DIPENVON FINISH PER ELEVATION O/ 2X6 STUDS o 16' O.G. 15 W. BLDG. PAPER OR R -21 GATT. INSUL.ATTON AIR INFLL.TRATION BARIUM O/ SWATHING PER PLAN R-JO GATT. INSULATION 5/4' T46 PLYWOOD SWWLOOR f� F E ACT. 6LU D AND "LED. , . SLAB 2X FM JSTS OR T PER #4 244 T r4 � SILL �� ANC•IiOR BOLTS AT 4'-0' O.0 0W T . AND IZ MAX. PROM ENDS, OR PER %ev* AI.L SG1EDIlL.E� BAR Z' MIN. EMBEDMENT 03JS Z ' b MIL. BLACK VD. K 1 ' (2) #4 CoON'r. BOTTOM Q� 4' FEW. 6 r FDz PROM SCALE . 1' = I'-0' 2 FORGH 5LAB/rw 5/4' T46 PLYWOOD SIJBFLOOR EAT. 6LUEP AND NAILED R-M BATT. INSULATION MIN. 2X SOLID BLOCKING m- L .2X FL.00R JOISTS OEM PER PLANS OR T..LI.S PER PLANS ME :AL POST TO BEAM COMEGTOR ,Z' o PC-44 o 4X4 POST PC46 o 4X6 POST Z METAL POST POST PER PLANS P0 4X4 POST PB46 • 4X6 POST ��N`+ PAPER TO BE n 6 MIL VAPOR KRAFT WATERPROOF OR EOUAL BARRLE3t � L J g BARS c4x4nm OI s SEE ISOLATM FT6. IL EA. NIo1Y • ISOLATED FT6`5. 2.'D. NOT TO SCALE G OAT I NUOU5 FOOTING 9 f FOUWATION NOTES I. WRITTEN DIMENSIONS TAKE MWEPENGE OVER SCALED DIME5ISION5. 2. ALL FOOTINGS TO HAVE A MINIMUM DEPTH OF I6' BE LOA FINISHED 6RADE. S. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE POOTINSS TO REST ON FIRM tNVIS7tlW D EARTH WTH MINIMUM 2,000 PSF BEARING PRESSURE (REFER TO 501L.5 REPORT WEN REWIRED). 5. ALL MOOD IN CONTACT WTH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TRE:A11M. b. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. ?. PROVH)E TEWORARY BRACING AS R6GIJiRED. UNTIL ALL PERMANENT COtWECTIONS AND STIFFE NIN6 HAVE BEEN INSTALLED. 6. PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. g. PROVIDE 155CT' FOUNDATION VENTS WTH V4' CORROSION RESISTANT WIRE I. AS REWIRED PER CODE. 10. ■ DENOTES BEARING POIAR IN 2X4 PONY WALL, PROVIDE MIN. (2) 2x4 STUDS • INDICATED POINT UW.ESS NOTED OTHEmSE. 11. CRAW. SPACE TO BE A MINIMUM OP 18' BELOW FLOOR JOIST AND 12' BELOW BEAMS OR 61FOE RS WITH MIN. b MIL BLACK VAPOR BARRIER 6ROUND COVER LAPPED 12' AT SEAMS AND EXTENDED U' FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO BE 4x10 VF (SEE SHEMET I FOR LLR45Elt SWB467H VALUES). UW.ES5 NOTED OTtERVISE. 15. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLCi�S) TYPICAL. UNLESS NOTED OTfEFtKSE. TYP • ISOL.AT® BEAM RUNS. 14. ALL ISOLATE) SPREAD FOOTINSS TO BE 245c245x10' THICK WITH (2) #h BARS BOTTOM EACH WAY, mms Ni7rm OTHERWSE. 15. FOUNDATION ANCHOR BOLTS ROGUIR1= A MINIMUM OF 9W'kl /4' PLATE WASHI RS. IRG RbO2JIJ FOOT 50HEDULE 24' DIA oMM X 10' THICK CONCRETE FOOTING WITH (2) #4 BARS EACH MAY SW DIAMETER X 12' THICK I5)#4 NTH 90' 245x8' Th'IGK CONTINUOUS GONG. O FOOT046 WITH (5) 04 BARS. C d L' • Gf /%■ Go1s o%ls FOUNDATION VENT GAL05. 1458 SFJ 150 = cl q2 S.F. FM VENT FMW. 105 / 144 x - M = 547 S.F. PER VENT. 9 92 5F. / 541 = 18 FM VENTS READ. e 0 s swr RVIgNE' f0r: comcoc , 1 p��•�� s s vfkArlm Irf PAM 04/!1/[76 FLLE #. osom 12: PRoi #. GviOT4 6 -.0dai MAIN FLOOR FRAMING NOTEr2 I. WRITM DIMNSlONS TAKE PR6GEXEWE OVER SCALED DIMENSIONS 2. PLATE HE16W W-O" THIS FLOOR UNA. S. ALL HEADERS TO BE 4x10. DF. 02 UW.ESS OTHERWSE NOTED, CI.6CK PLAN. EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OF HEAVISItS TO Be 7'-+9• THIS FLOOR tK ES6 NOTED OTHERWISE. S. ALL EXTERIOR YdALLS 2x6 WITH R -21 INSULATION UNA. 6. ALL FRAM NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYWOOD EDCsES. ALL EXTERIOR SFEATHIN6 NAILED WITH IOd AT 6" 0.0. (W4W AND 12 O.C. trIELD), UNLESS NOTED OTHERWISE, TYPICAL. I. PROVIDE DOUBLE JOISTS OR BLOCKING WERE PARTITIONS OCCUR, ABOVE. 8. PROVIDE SOLID BLOC.KIN6 OVER SUPPORTS. "!. FIRE SLOCKM6 AT ALL PLIk"N6 PENETRATIONS II. ■ DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6 YVALLS. USE (2) 2x4 AT 4 WALLS UNLESS NOYEP OTHERMSE. 12. FINISH ALL CEILIN65 WITH W 6YPS M BOARD. 14. PROVIDE Z6 -6N16E 6ALVANI o SHEET METAL PLJ15F ING ABOVE MNDOM ,'MP D001;tS . ("J LAP 19UILDIN6 PAPER OVER 15. HOLD SIDING 6• ABOVE FINISHED 6RADE, TYPICAL. 16. IVM70N a SPECIFIED ARE MF6R BYo SUMMIT OR EGUAt- U : PER SC *3XLE COWRACTOR TO VERIFY ALL ROUGH OPENIN65. M FASTEN MJLT14- M 2X BEAMS PER I.R.C. STANDARVIS, CHAPTER 6, TAME R6029(Ij, TYPICAL 16. HANGERS AT POSITIVE C ON E6TIOW -# TO Be 5116 S OR EQUAL. M. CEILING JOISTS TO BE 2x6 AT 24' C.G.. TYPICAL UXO, PLAN SHOM JOIST DIRECTION. 20. ALL VOIDS TO BE FIREJDRAFT BLOCKED PER IRC SECTION 86028. 21. INSTALL. WATER HEATER PM K61 NAEGA, SEE STET I. PROTECT FROM IMPACT PER 2003 IMG 22. FURNACE TO BE PLACED W ASV. FLOOR ON I HOUR FURNACE PLATFORM W/ (2) 9/4• LAYERS PLYWOOD. PROTECT FROM IMPACT PER 2005 M. 24. INSTALL DIRECT VENT TWn- PER TERMS OF LISTTNS AND MF6RS SPECS. PER SBGTIOH R1OO1 IR,G. 26. 57RAP THE YIATER MATERS AT POMTS WITH IN THE UPPER V3 AND LDY*3t L/5 OF ITS VERTICAL DM4245M LOV R row SHALL Be 1 A M 4 ABOVE CONTROLS 27 . hAL.LS KM 6R,EATER THAN 930 PLF RGGIUM A M116MJM OF A 3x MEMBErt AT A&JrrM PANEL EDOM AND SILL PLATES. FOR WAILS BETV4331 950 AND 600 PLF, ANCHOR BOLT SPACM6 HAS BEEN DGGREASM BY V2 AM 2x SILL PLATE) PER R40516 IRC. 24. 1a = LOGATIG S OF ROTOR R060TE 90. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY SA0W, L�rTk7iGONN6GTED. gl TLJ86 Aw slnow�. '��I • FNRF 9LOCIrn+s BETYE115t STUDS I Li: �T' 5FI01�'Bt P.OfK TO ZS GPM • /1/1TERPROiOF Y1/1LL TO YMTHITI � ABOVE DRAM GLEN. � e •ALL 61.AZ6161�iT1#N � ABOVE DRAT!! fK.Er TO 8E 511FETY 61ZA96 • VAPIOR BAlQIi� BEi� 6YPJU4 BD: � 68'-0 BM A b ti 4 , m Q � � O t m o 1' m I I CONCRETE 1 PORCH 1 1 1 1 1 ' 21/2',, 5' - 0" „3' 21/2 ",, 5' - 21/2' 5' - 91/2" 23 HPR MR I 1 96• W .B.O . A PPROVED I I 01IRMT 'VENT 2W D. FLUSH F HKARM MIN. _ 6 Slit. IN. O.S. COMB. AIR SEE NOTE 024 U I N CG I _ VAULTED C LING I I � I I p wee I m I I I + RANGE I N1NG =, "� KIT MEN H.S. VAI LIED CEILING lei I I 1 nil I la H� 1 6060 I G6Mr SCALE s VW a 1'-0• A 6 62'-0 r J ' -b BW CA1WET 1101/ SP O 0 r 5040 SIM ft) i ` tEa IDRm �+ m aI m I GA1i'Y'Er o + - 1 � r IIOV SD 10 O at o , � I � 1/2" 3 -1 3'--40 2' -3 I/2' S� NOTES 1 on I& SD 'I .1 ACCES0.. 4 WEATM STRIP. 1/2" 2666 IWV SD 1 n 5/0 TUB I 11 IOLE HOUSE SEE NOTE 020 WWM 1 %-W40F I FO N CONNWT TO + Z HR ED I I 5' -0" W -I 1/2" I W-6 1/2" T -11' 5'--q' 4' -3 1/2' 4 5'-3 1/2" 3'-1 1/2 4' -5 1 /2r T -I• I _ Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection. service, repair and replacement without removing permanent constnrction. Thirty inches of working space shall be provided in front of the control side to service an appliance. Room heaters shall be allowed 18 inches working space with no platform required. IRC M1305.1 2. Central furnace within compartments or akoves shall have a minimum working space of 3 inches along the sides, back and top with a total width of the end Space being at least 12 inches wider than the furnace. Furnaces having a firebox open to the atmosphere shall have at least a tr inch working space along the front combustion chamber side. Combustion air opening at the rear or side of the compartment shall comply with the requirements of Chapter 17. IRC M1305A.1 3. Appliances installed in a compartment, alcove, basement or similar space shalt be accessed by an opening or door and an u nobstructed passageway measuring not less than 24 inches wide and large enough to allow removal of the largest applance m the space, Provided that a level service space of not less than 30 inches. is present at the front or service side of the appliance with the door open:_ IRC M1305.1.2 4_ Appliance located in an enclosure in which aq combustion air is taken from the outdoors and the erctosure is equipped with a solid w eaqw- shvped door and self-dosing device_ IRC 111111701.4 R, I lie I n Q I I KIL, I In TK 9 of II ..�� CANPET + of I I 0 :TA. a t R S 1,489 Sr. N O = Q ` CCU �nntrti� I � A MAR 2 s s city of V!tWaEs • t s r. • 0 00 00 z a J a 3 S� NOTES 021426 Q I FAN VTA. I LITY I R, I lie I n Q I I KIL, I In TK 9 of II ..�� CANPET + of I I 0 :TA. a t R S 1,489 Sr. N O = Q ` CCU �nntrti� I � A MAR 2 s s city of V!tWaEs • t s r. • 0 00 00 z a J a 3 r lb f ROOF FRAMING NOTES I. SHADED AREAS DENOTE DUMMY F IRAMINS OVER ROOF FRAMING BELOK 2. • VENOTES SOLID BEARING UNDER GONcenRAT EP LOADS. S. SEE FLOOR PLANS FOR STRUCTURAL BEAM AND Hit:ADERS. 4. ALL RAFTERS TO BE. 2x8 HF 02 AT 24' Of.,. TYPICAL U.N.O. $. ALL TRU- TO BE AT 24' O.G. TYPICAL UJ'IA. 6. PROVIDE ROOF VENTS PER SEG. R806 IRE. 1. ROOF PITCH TO BE 6,12, TYPICAL UR4.ES6 OTHERWISE NOTED. 8. 18' O.H. TYPICAL • EAVES 4 6' ON. TYPICAL • 6ABL.E ENDS, RAKES. 4. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, .TACK OR HIP TO MAIN 6IRDER TRUSS JPM TRUSS MANW) WERE APPLICABLE. PROVIDE 'S1MPSON7 HI FRAMINS ANCHORS AT EVERY RAFTER/TFISS AT EACH END AND AT 6ABL.E END TRUSSES. 11. CHIMNEY HEI6HT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILOtNS WITHIN 10 PIS? IRC SECTION RIOOIJ6 12. BRACING. (STICK FRAMED AREAS ONLY) • (2) 2x4 UP TO 10' LANG. • (2) 2x6 10' TO 14' LONG. • (3) 2x6 OVER 14' LONS. 15. PLATE HEIGHTS. 0 MAIN FLOOR q'-0 , TYP. URA. 14. TRWISM • CARRY MF 6M STAMP. • DO NOT ALTER VGTHOVT MNLPO46 DEPARY14W APPROVAL • INSTALL AND BRACE PER MF C&- SPEC. • NOM-BEARINib WALLS SHALL BE HELD DOWN FROM THE TRUSS BOTTOM CHORDS WITH AN APPROVED FASIBER (SUCH A5 SIMPSON STC). 15. CONIRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POW'_ INS AND PROVIDE AVOGUATE BEARINS TO FOUNDATION. 16. HAN6FRS AT POSITIVE CONNECTIONS TO BE SIM'SON OR EQUAL 17. NAIL RDOF SHEATiN6 W/ 8D COMMON • W OI AT PANEL EIDGES AND AT WALL PLAT BLOCKINS AND e12 O-G FIELD, TYPICAL FIM IRC R6029J. ROOF FRAMING NOTES • TfOr -I ENISI ECION6. PER IRE R802JOJ TRUS613i51NCElt OF RECORD WHO "LL REVIM APPROVE AND NOTE ON THE PocvM TITS THAT THEY HAVE FOUND TO BE IN 66NERAL WTH THE DES15N OF THE BUILDINS. THE EN&I4EER- APPROVEP VOLUME S NGLL THE BE FORWARDW TO THE 8b71.DIN6 OFPlGA.. FOR REVIM AND APPROVAL 'PRIOR TO FRAMiNb M5PC�G710N . CITY APPROVED DOCUMENTS SHALL BE ON THE .1013 SITF AT INSPECTIONS MW EM04MRJNS SHALL INCUCC SPECIFIC TRUES BRACING REGUREMSITS. e GOMI? SHINGLES O/ 15 I.S. FELT O/ V2' CDX PLYvioOD O/ 2x RAFTERS OR TRUSSES o24 SCAM . I' s r PLATE AT ROOF/FLAT 4 ;I Ll I A 6 ROOF VENT GNL05. PRIMARY ROOF AREA. 1466 S.F. / 300 = 5 SF. VEMINS RE' MO 5 SF. / 2 s 25 S.F. VENITM RBQ'D AT ROOF RUMCS 2.5 SF. / 95 - 6 VERPS RoGW DRAFT DATE. 001112005 FRE t. oulam PROD 4k M014J -.mmaj goo _ 1 REViE1NE T f - C�� c __. A�nnn�retf MAR 2 9 7 l SCALE -1 V4' = 1'-O' PA - - E (OR OW) AT EAC44 - _ o 240 , TRUSS JIOR PER - ►� IQ SCAM . I' s r PLATE AT ROOF/FLAT 4 ;I Ll I A 6 ROOF VENT GNL05. PRIMARY ROOF AREA. 1466 S.F. / 300 = 5 SF. VEMINS RE' MO 5 SF. / 2 s 25 S.F. VENITM RBQ'D AT ROOF RUMCS 2.5 SF. / 95 - 6 VERPS RoGW DRAFT DATE. 001112005 FRE t. oulam PROD 4k M014J -.mmaj goo _ 1 REViE1NE T f - C�� c __. A�nnn�retf MAR 2 9 7 l SCALE -1 V4' = 1'-O' Cow. SHIN6L.E5 CON T METAL 6UT ER. W/ 5/4x6 FASCIA 12 �6 \� 0 STONE a VEENM L! = —71 -17-1711 —:--7— -= =�==== ELEVATION NOTES 1. PROVIDE GONTIMIOM METAL 6V1TER5 TYPICAL. 2. FROADE ROOF VENTS PER KC SECTION R006J TtPICAL_ 3. PROVIDE 6ALVANIZED SHEET METAL FL ASi INS AND COUNTER FLASHR46 AT ALL ROOF PE (RATIONS INCWDING CHIMNEYS. 4. REFM TO SECTION R IOOI IRC. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE !^FATHER- 57RIPPM6 AT ALL DOORS AND WINDOWS. CAULK All JOINTS AND PENEIRATIONS IN EXTERIOR WALL. 6. BRICK TO Be SUPPORTED BY STEEL LINTELS AND SHAH. NOT BEAR ON 1400D FRAMING. 1. FIWSHED EXTERIOR 6RADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. 6. POST APPROVED NIMBERS OR ADDRESS ON THE D"ELLIN& ADDRESS SHALL BE PLAm -Y V1510LE AND LJ3 AmE FROM THE STREET FRONTING THE DWI3LIN6. F- M r, -1 m ki 6.12 COMP. SHIN6LE5 12 6� COW METAL 6UTTdR. W/ 5/4x6 FASCIA C ll r ----- - - - - -- f ! :a I R[RHY EIEVA BON sComms W a r-op f 4 0 I F G°�OM�' O�I t6 too 110 R �OpIAW �D MAR ? ■.II T��a, w.��l 1 t 1 0 00 00 z J L 2.0 0 In m so pit PU ice. —"F�4 i a -.MIMAO L — — — — — — — — C L — — — — — — — E A D — — — — — — — D —LL 3 � -- -- -- -- -- --:: -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --:: --.- ::::: -- -- � I -- -- SCALE s Imo' 0 t <r r Rb MMNM MIK 100 CA* MAMIF. nvtone/ MOD. ISO 1 MA I z mm cfm GAM wo r 1l M In, P ML "n" I3 MATH ..� . . nutane/ .. IIS cfm no cfm - .- MATH • -® 0 •• •• • •• m Pr loz u -value 13 • • •• Mox. door u -value allowed 0.400 5tcb pecwew I R -10 Proposed door wvaw 0.380 Duc`s Al unheated R-8 MMNM MIK 100 CA* MAMIF. nvtone/ MOD. ISO CA% INS mm cfm GAM wo r 1l M In, P ML "n" I3 MATH ..� . . nutane/ .. EXHAUST VENTILATION SYSTEM source speclM east ventilation O.B51 05 lach - darner 6q.4401 99200 cfm - setting LOCATION UTIL rry MIK 100 CA* MAMIF. nvtone/ MOD. ISO CA% INS mm cfm GAM wo r 1l M In, P ML "n" I3 MATH ..� . . nutane/ .. IIS cfm no cfm - .. MATH IOW aO -® q W0 IIS cfm ISO cfm Pr loz u -value 13 Floors over unheated s EXHAUST VENTILATION SYSTEM source speclM east ventilation O.B51 05 lach - darner 6q.4401 99200 cfm - setting LOCATION UTIL rry MIK 100 CA* MAMIF. nvtone/ MOD. ISO CA% INS mm cfm GAM wo cfm ML "n" I3 MATH 100 cat nutane/ ISO IIS cfm no cfm Fit cell Acmc,% 13 MATH IOW aO rvtmwlo q W0 IIS cfm ISO cfm Pr loz u -value 13 Floors over unheated s R-30 Mox. door u -value allowed 0.400 5tcb pecwew I R -10 Proposed door wvaw 0.380 Duc`s Al unheated R-8 YVHOLE HOUSE 040057' VENTILATION SYSTEM Combinod use of source specific fans as Indicated above. Fars Indicated move as being W.H.' (Phole Howe), are to be corrjected to an approved 24 hour timer. VOW CArXKLIST TA X.E 6-2 ELECTRIC RESISTANCE OTHER FUMS x C*LAPTFR 6 PRE50;WnVE lop tkm X CHAPTER 5 TRADE -OFF Proposed d Insulation: number IV Vaulted cell R - 30 Maus laz ollorced AS unllm Fit cell Acmc,% R -39 n glazing % 15.12 Exterior „tolls R -21 Marc. gio=hg u -valve aborted 0.400 fbuse/ corrmn malls R -21 Pr loz u -value 0.345 Floors over unheated s R-30 Mox. door u -value allowed 0.400 5tcb pecwew I R -10 Proposed door wvaw 0.380 Duc`s Al unheated R-8 2X6 WALL I a is • 1 6 O fflanArai BAFFLE T.O. PLATE 0 W. FIN.GRAM r I o I I 2 12 b� OF TRUa5E5 3 024' O.G. C 10 F.J. 0 I6' O.C. R-90 BAIT. 0451Ji.ATM C4W. FT6. "2 LIyINb INSULATION, M. 4xtO BEAM BLACK V.B. 11 ROOF CONSTRUCTION • CWAR SKAJ ES • " FB.T RUENV O IM • SOUP S1EAnM • .MIS Pet PLAN • R-W BNQT OR EWM-M *Mt.ATIOfi MR • 6/16 HEAT • 5,/6 M MALL BOARD • C-MUN6 WALL CONSTRUCTION • SW*16 FM BWATIOM • W OURZO b PAPet • 2x6 SRVS AT I6 • R-21 DAff &OULATION WM VB FX.E STAMM FLOOR CONSTRUCTION • FWM FLO M Pty PLANS 9/4' T46 R.VW0W &MV AND NAIL® • FLOOR JOLST5 FM MM • R BAff 0EM AMM PW OVM V&WATIM APEAS • POST 6RAM OEM SWWOW � 0 CSR AMS JOOSsT5 • 6 HL BLACK VAPOR BAIL ~ ~ R E1iIEt WR t CODE c,QMpLINWCE I ��a��n.r 3 V f f (CD 00 00 z Q J G1. 2 • 0 a a Il p ill I I , 50- fb a -.AA0 r Wo • sew YW1LL Sut®uL1C• I�arToM PLATE NALINF, 16d- 6'0.0.- 2K OLOC 0M P1.04L*)RR JMT- CNCLLAR TO 1'IALL A94 (6WVSONV- • $2' OTC.. rM GONG.V44M H >4W 9114 OSM HOLOOY61 SEE PLAN FOR TYPO ANO LOCATION LAP EXTERIOR iain qHb OVER RIM J3T. OR NAIL LTP4 • 52'04. 04 COW. RZOL AS. x Ho' - IM SIZE 4 JPAGff16 am PLJW lei POR TYPICAL SHEAR V4 4 HOMMMA. VIA HRA6M HAII-00 tM PLAN 4 TYP. MOM e FOR PANELS w MOM IEIb THAN 4b' LAP PLYY40M OVER RN JOIST L I ) (t~HEAJOR H ALL ® off. WALL � remuffewmAx SE: SHEAR MALL 'JGH®ULE I m - tjoTTO14 PL. NALINs *d - G O.C. -� 2K 81.0c orals �- 8*9%0N HOuvm - �Sm PLJW FOR TYPI! MV t.00ATIM we WCERIOR n RN SH A�1 DOVER MX • 92 44 GOVT. REW. AD. x IW - FOR 9128 4 SPAC 10 SLR PLAN LOM FOR TYPICAL SHEAR V LL9 4 HORI?OWA. DIAPH RAGH NALIMCP SM PLAN 4 TYP. HOM e FOR PANELS N Y417111 I THAN 4'-O' LAP PLYY4000 OVER RIM JOIST 2 SHEAR WALL ® FOUND. WALL. &LOOR JOIST PARALLEL TO MIAt.0 SW PLAN iii �0�� PLAN CoWAWtE a n 2 P x V SEE PLAN. • 4a• O.C. tr PROM 2 v/ r MALL ENDS, MIL 0 KILL - Sim PLAN N.TA If) SHEAR WALL ® FOUND. WALL N07E. FOR SHEAR POLL Qt OR ®PREV 3-T SPL1r17N6 0 P24 - PROVM OBL MK PARALLML W RIM SH.AR PlALL - I NALWS 4 TYPE sm S .H A �]R 00'!•1'014 PL NAL96 IOd - 6 OG. APJLO3 (R IOd 4 VIAMRA614 Wo BLOCKING LSOLIP BLOC CM 0 4'-' or... -2pc HALER MIOd -6'04. FOR Gym 81'IM fNALL. 90�t dR III amts '1116' *rATHIN6 VV IOd SOX SHEAR WALL E06E ANCHOR BOTTOM RIM/BLK TO ALLOA NOTES SW SHEATHING NAILM BOLTS PLATE TOP PLATE SHEAR ae THICK (5100) (IN OG) (IN OC) AN OG) ON OC) (KLF) I 7/16' 058 (U IO e 6 "a a 46 16d 0 5 ASS A 24 W/ 12 -+8d O.Z3 1 2 7A6' OSS (U lode 4 5/8' o 32 16d e 3 ASS a 16 w/12 -6d 094 1 3 7A6' 058 10d o 5 5/6 l6d e 2 A35 a 12 w/12 -8d 0.45 1.5 4 7A6' 058 M 1Od e 2 518' 0 8 16d o 2_ A35 e 9 w/12 -8d 0.60 115A 5 7A6' 058 IOd e 4 5/6 2 -16d o 3 2 -A55 a 15 wA2 -8d 0.10 1-6 6 7A6' 058 10d e 5 5) o I6 2 -16d o 2 2 -A35 0 12 wA2 -8d OAO 1-6 *1 7/16 lode 2 5/8 12 2 -16d e 2 2 -A35 0 9 w02 -8d 1.20 1-6 Or-* ! WALL NOTES d N AL NOTES CAMY TO ALL I'J1!'.AR INALi.$) A) FOR RATED SHEATHING PANELS, SPACE NAILS a 12 IN (305 MNQ O.G. ALON6 INTERMEDIATE FRAMING TIERS. B) BLOCK ALL PANEL EDGES WITH MINIMUM 2x (31 MNU BLOCKING. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM} O.G. E) FASTENERS SHALL BE DRIVEN FLASH WITH SURFACE OF SHEATHING. F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGMS TO ACCOMMODATE THE 130TTOM PLATE ATTACHbENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. OPWAAL NO= FOR MAR MR" (APPLY TO WAllb SPEGFIGALLY NO' M) 1) APA RATED SHIEATHIN6 EXPI / EXP2 / EXT OR G-<. / G-D / STRUCT. II PLYWOOD. 2) PROVIDE 3x5 (76 MNI) AT ADJOINING PANEL ED6ES W/ NAILS STA66ERED. 5) PROVIDE MINIMUM 3x (76 " BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA66ERED. 4) 1004L5 WITH 6REATM THAN 0.35 kit USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALLS BETIPCEN 0-95 AND 0.60 kit, ANCHOR BOLT SPACING HAS F EM PSCRE/5ED BY I/2 (VINE 2x N043ERS). 5) FRAMING TO BE A MAXIMUM OF 16 IN (610 MI-0 O.C. FOR SHEAR WALLS I AND 2. 6) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SANE AS ED6E NAILING IN SHEAR WALLS THAT USE 6WB (SHEAR WALLS I AND 2). 7) FOR SHEAR WALLS 2, 7, 6, AND q, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL 13E STAGGERED.�� HOL.DOM 9CHIwtu dR Ill 9PBGI1s GIMP OM Sw4ft TO HOLDOM 894P& N 2009 GATALO& - H E"R VALUES 'OUNDATION LEVEL 1 Zo HOLDOM STUD FASTENER ANCHOR GAP DETAIL S TYPE TYPE TO STUD BOLT KIPS NIMBM STHDB (2) 2X- 24) 16d 237 STMO 26 Ibd 244 STH014 ( 2X- (38) 16d 4.43 PH56 2x- ObAbea 7 8' 586 "010 ZX_ 2 Its # 6.73 HDQB 4X_ (20) SD53 TAD' # 833 HDIOA 4X- (4) 7A3' # 7A3' 6 92" H014A (4) I' 0 I' m 11 HDI5 ) I' O I HOLDOM 90MUR dli III SPECIES 6* STRONG Tit: HOLfaOM 9WV90N 20Od GATAL06 - HD•MIR YALIES OTHER LEVELS HD HOLDOhN STUD FASTETRER TIE GAP DETAIL s 'IV TYPE TO S'ND ROD r4F5 N KW R G518(36') 2X_ 1(2) (16) 10d 127 (2) 0520(36 2X_ (18) 8d EA - - - 2-0I (2) CSIVCJ6') ( 2X_ 8 10d FA 254 (2) C4I6(48') (2) 2X- 26 8d EA - 330 MST 3X- 156 16d EA - - - 5180 (2) MST46 ( 3X- (4� tbd EA - - - 763 M MST60 (2) 3X_ (46) 16d EA - - - 8 A2 MT SX- (56) 16d FA 11.60 M5 6x- (5)1 5/4' 1530 HOLVOM NO= MOM A) MINIMUM CONCRETE COMPRESIVE STREWTH TO BE 25 KSI (172 NPO). B) REFER TO MANUFACTURER' GATALO6R' FOR MIHmm DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' GATAL06'' FOR MIWMi1M BAGION6 14EMEOZ SIZE. W Rf FM TO MAN IFAGTURER<s' CATAL065 FOR ANCHOR BOLT EMBEDMENT' vertu. EJ POSTS AT HOLDOM 2X 4 4X (S&renX 4 Sgar70 - - - 02 OR BETTER 6X ( 140awnX ) - - - 61 OR BETTER F) THE ANCHOR TYPE HOL.VOYWS AT OTMZ LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BH.OK TIED BY A THREADED ROD. 6) US-5Z STHDER.: FOR STHDB. ST•®IORJ FOR STH PIO AND STHDI4RJ FOR 571 Y RIM JOIST'S ARE MTALIJW (t{) THE STUD FA57EMM FOR STHD'S SHALL BE 16d SIN IQStS. (U M1NiNl.M STBK WALL TO BE 6' NVE FOR I -STORY BULDINS , 8' MM FOR B,WL.DINGS HAVING 2 OR MORE STORIES lOi00l0aM Ytlflmt/G 1M FOR TYPICAL SHEAR PPUA 4 NORIZ+OIWAL. #&*a**am "am I 1 TYPICAL SHEAR NALL l (.JOIST PARALLEL WM MW 5 2x 67W r1ALL S�GIfGR FECAL SIMAP am RA19 BOTTOM PL NALM 160 - 6' OG, "20 Hi01aZOtfTAL D1MH tA6" -'Jii NOit'3 FOIL NAL.,b 2k ILL lad 0 6 PLYYIOOD ROOF SHEATH INS V2' COX OR 15W 2411 - HALED MlH 6d 1 4' OG. • PANEL MW • 24' 04, LOId a &I OL. FLOOR JOW -',S PLAN ?FOR am 4 SPAC NO SHEAlt � VOL SN"S • MR STRAP 9041snJE ad e P O/G_ LK is"'Scle ow 15" Hl $111111 air AT EACHf MMOS SCALE : V4' = I'-O' 7. FOR MATERIAL S79E OTH S. PLEASE SM SHEET M. 1. LATERAL ANALYSIS PER 2005 ®G, lrETIfW Ia7ND). SEiSMG ZONE D SIMI'SSON S71RON S TIE COIN EGT1ON S PER. CATALOG C^2003 6 5S P TH IGIC STEEL AT A AW.AOR. BOLT TIOW PER, 2005 IRG, GTI0M PA=U 2 VRiTTEN D*4ENSiONSS TAKE PR'GCaPENGE OVElt SCALED P*-23 10NS S. VA54C, mw SP®D = 83 MPHI EXPOSURE CA7E6OW • IN S 5B5MG ZONE = D2 4. 71RIDWARr LOA OW ROOF. 200 DL + 250 LL * 450 WrAL nj0OR. 60 DL + 405 LL • 565 TOTAL f1ALL.s IP OL + • 0 TOTAL 'S ALL FiRAW RALM TO SATISFY 0AAPTER 25 B0, . S.00K ALL PLYKAM VC*M. ALL CKTERM SIEATHM NIA&® WM 10d AT W 04 (EVGV AMP Cr OL_ 09MV) UNLESS NOri1EE>t O1HEIOWC� TrP. 12) VERMAL - MALL TO WALL rl 4 .Ym. t 0 pa���7d `'l A �Oht1�l,7 BA Z 9 �a�s i r CD @go ( DO Z Q L 0 11 TE E Nil R fo I Ai b. - VCH an1b 57RAP HOLD DOrIN LOGATONI • DENOTES 80L.TM HOLD DON LOCATION - - - VO4OU S 5HEM t1V" LOGATM "L IOW L5 17TH 6PP.ATER TH M 360 PLF REQ IlM A l4l K" OF Vic N1340E! AT ABUrTi?i6 PANS. EV6W AMP SILL PLATES FOR KMLSs BETtIN1WOO AND 600 ELF. AWJM BOLT SPACN6 HA5 WON. DECREA M Br 1/2 (USE 2sc M4901W. ®G TABLE 25304 10 AT ALL RE[+UNtEP CORNER LOCATIONS. n.ACE STRAP HOLD DO!' $0 TENT t OF MOLD DOM 0 3' IN t'ROM C 1RHM TYPECAI.. MO N, A DOUBLE STRAP L►S RF,QJIIRIED, PLACE SO THAT 04P STRAP ¢ 15 3' IN PROM CORNEI; TfP. R. AT ALL RBaUREP MHDOM LOGATkX*. PLACE STRAP HOLD P" 50 THAT C OP HOLD DOP1N 15 tl-w OUT PROM Epp OF OPEiN1S. TYPV.V*A- 19E1 A DOU R E STRAP 151RG"19P. PLACE SO TMT END STRAP ¢ IS HW IN PRO 14 W61! OF OF04M, TYP. CL AT ALL 1VQlIIRW DOOR LOCA7WM. ALLOn 1 -W TO STRAPIL FRONT DOOR RMW OPErN6. !S#CH 15 2-W P0014 DOOR MOE ON PLANS. TH65 ALJL4M r FOR DOOR FPW4L PH N A DOUKE STRAP 6 050AIM. PLACE 50 TWIT Ba STRAP 4k 151-&W M FROM MUM OP1300, TYP. F IF D05 -0170 35mm Drawing #1 -2 = N C3-, =' ui N -5 c - -> peopep -Ty �Iucs 6 X /5 /iL 6� r a cc tcXISTI N6 7!?B� free :2q ExfsTrN6 S Tr-vG TISe Es ti �2I iv 6 W CONSTRUC T ICAJ iy' yR �L � s R"•� j ?�� i g K ! 'Jr t lD � 2 1-1 3 1 IL T I i ! sz , . �•IIC V Z 1 1 f- � I i iy' i I ! lD � I IL sz , . �•IIC WATale HEr&1- x� � 0 y SIT P'LAN 4 S 1 T E j4 DDp css .') S 124 ST 7Ur -LoU A W A `dj }e L E XG, AL - DcSiefwric Ai LOS 56 ANN Y2 Lms `i, f o A LL E NTOww A00 LO C0 VE12A6'E.• FT 13V14-ta%IU6 !-COTP91rU'r 41 Y- e SS► • F T i Atdt r� 6 F Inch 1/16 j+ ll• 1IIIII ,2IU �IiSJll;r �II ,I�II �TITII) I I I I 1 ar�V � ci i,.t, f "di h- s'y a. i -0' I 51 { J+ 1 54 ti4 E4 Z4 44., :0 I IIIII I IIIIIL.�.IJI IL�ILII III I.tuIIIII Ill1l_I_I. ^ Wfk w•qM P1iMNy�1j 1. 1 i111 u _L�:�ii lLLli�iii �I - � I i 1 f NIY "1 1t �� 1 �ll I II I I I� I I II I I l lfllll l ll�I I I IIIII I�IIIIIII I I�I I I I I