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Permit D04-315 - REHABITAT NORTHWEST - NEW HOUSE
REHABITAT NORTHWEST 13546 MACADAM RD S D04 -315 z U O. N 0: J W O}, LL < w =W I- Z z0. (Li ui •0N. W, 1-U O .•Z. W U U). 0 z �J� ►, wqs City of Tukwila S teven M. Mullet, Mayor o '� Department of Conn :cri:ity Developnietit Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 � '9' 1 0' Fax: 206 -431 -3665 i Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 2613200046 Permit Number D04-315 Address: 13546 MACADAM RD S TUKW Issue Date: 01/03/2005 Suite No: Permit Expires On: 07/02/2005 Tenant: Name: REHABITAT NORTHWEST Address: 13546 MACADAM RD S, TUKWILA WA Owner: Name: SHAMROCK ASSOCIATES ATT:7UNE NAILON Phone: Address: P 0 BOX 69208, SEATTLE WA Contact Person: Name: CHAD DETWILLER Phone: 206 932 -7355 Address: 5639 16 AV SW, SEATTLE WA Contractor: Name: REHABITAT NORTHWEST INC Phone: (206)255 -3474 Address: 5639 16TH AVE SW, SEATTLE WA Contractor License No: REHABNI973KZ Expiration Date: 05 /09/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2724 SQ FOOT SINGLE FAMILY RESIDENCE WITH 428 SQ ATTACHED GARAGE AND 102 SQ FT COVERED DECK AND 172 SQ FT UNCOVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DOWNSPOUT INFILTRATION. ! VAL -VUE SEWER DIST. & WATER DIST. 125. i Value of Construction: $244,681.98 Fees Collected: $4,508.16 i Type of Fire Protection: N/A International Building Code Edition: 2003 j Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 98 c.y. Fill 98 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Z H " w g. �U 00 w� �w w O 9 U.? � = w Z� 1— O Z I— w U O N o ff wW H U LL Z, iii CO 0 O 1— z doc: IBC-Permit D04 -315 Printed: 01 -03 -2005 �J�;wgs C ity ot Tukwila Steven M. Mullet, Mayor Department of Commui:ity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director doc: IBC-Permit D04 -315 Printed: 01 -03 -2005 City of Tukwila o 'N Departn:etit of Comn:ui:ity Developmeyit —� 10 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 �2 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: cOukwila.tiva.us Permit Number: Issue Date: Permit Expires On: Permit Center Authorized Signature: Date: ✓ � ��� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not 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: <. -''1� Date: Print Name: k - Ile Steven M. Mullet, Mayor Steve Lancaster, Director DO4 -315 01/03/2005 07/02/2005 Z it— W `.. W 2. �D . UO U. No J = H N LL W O L L CO) d = Iw �_ �o Z �� U� O� 0 H. w U- 0 Iw Z U =, O Z This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D04 -315 Printed: 01 -03 -2005 City ukwlla ofT Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2613200046 Permit Number D04 -315 ; w Address: 13546 MACADAM RD S TUKW Status. ISSUED W Suite No: Applied Date: 08/27/2004 v Tenant: REHABITAT NORTHWEST Issue Date: 01/03/2005 U O N J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N U_ W 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. _J U. Q ND 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = CY (206/431- 3670). Z H 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z start of any construction. These documents shall be maintained and made available until final inspection approval is UJ LU granted. o co 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall o bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site = w and available to the building inspector for inspection purposes. f- �' O 6: All construction shall be done in conformance with the approved plans and the requirements of the International w z Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. v O 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any z requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. doc: Conditions D04 -315 Printed: 01 -03 -2005 City f o Tukwila 19R6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i j 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. i 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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. 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 26: The Land Altering Permit Fee is based upon an estimated 98 cubic yards of cut and 98 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 27: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 28: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 29: Prior to beginning of foundation construction, provide Finished Floor elevation of building, to Public Works Utilities Inspector. 30: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain doc: Conditions D04 -315 Printed: 01 -03 -2005 z � z •� w QQ J0 UO No C0 LU J = S2 LL wO �_j LL cl)a =w z F.. �O Z F_ w w U O- 0H wW LL - - O w z O Z i.... ce.wwxL.l ;gin .,_1 •;,..,'4 .r- :. �A City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing Z _ drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. '~ W 31: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be 2 installed per standard detail, the applicant is required to notify the Building Department immediately and submit 0 alternative engineered plans for a retaining wall, including structural calculations. CO o 32: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: N u- w 33: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in co a = Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when w the building is provided with an approved automatic sprinkler system. (IFC Appendix 8105.1) Z ��.. 34: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 F— O w feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City j o Ordinance #2052) v ON 35: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of w H construction. (IFC 503.1, 508.1) v 36: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the — 0 street. Numbers shall contrast with their background. (IFC 505.1) v cn 37: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving 0 Z surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 38: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 39: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 42: All recommendation of the Geotechnical Evaluation by LIU & Associates, Inc. dated July 23, 2004 and subsequent reports shall apply to this permit. * *continued on next page ** doc: Conditions D04 -315 Printed: 01 -03 -2005 �.... City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: 4 Print Name: � d �-k° 7"w� ✓('t' r Date: r Z ,1— Z �W J U UO. yO LU J � CO LL, W O J' CO = C% W z �... Z F--' ,j p O N. 0 1- W LIJ. LL O Iii Z U CO O Z 4 doc: Conditions D04 -315 Printed: 01 -03 -2005 CITY OF TUKWILA o tit Community Development Department o Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted 1'nr plan review. Applications will'.ngt,'be accepted through thc,inail'or by * *Please Print ** SITE LOCATION +'55L/-� /� King Co Assessor's Tax No.: r26ISa606V6 Site Address: � 441 / Suite Number: Floor: Tenant Name: N p< //'',, 11 New Tenant: El ...... Yes ❑ ..No Property Owners Name: _W —ImA a }'! Mailing Address x6;3 /G� 404- 6 I City State zip CONTACT PERSON Nam Day Telephone: (.;?04 `� '„� 7 Mailing Address City State zip E -Mail Address: G'1iu. �fr� aG►'7 �t'��ar �ttJet'f , e—ots► Fax Nwnber. ('..')( ) GENERAL CONTRACTOR INFORMATION - (Mecitanical Contractor information on back page) Company Name : —A2 Aa tai 4 i ljp e we 'cl In Mailing Address a�ri /Caf A"► -!slri �+�a�+ �� � jf�/ // City State zip Contact Person: G n` ha.oy 1/ & 4w r Ile r Day Telephone �- o ' 7- i E -Mail Address: 04.). fZ re at h,4-m4 lay-f e Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy ol'current Washington State Contractor License must be presented at the t the of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: S rv% & Xs Ai�6at Mailing Add Contact Person:. E -Mail Address:. .t 40 Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. �b�� too (For office use only) City State Day Telephone: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet st amped by Engineer of Record I Company Name: iJe► 6zia•...e" Pe i < e c Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: tapplicationstpermit npplication (7•:004) Paue Fax Number: Z JU 0 Co 0 CO W J= �LL w �J U. C0 =w Z� HO Z I— w U� O N 0 F_, w w H� �O llll Z N b FF-- Z 1� r' BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /60, 4Z5 Existing Building Valuation: $ .a Scope of Work (please provide detailed information): lue_o eo.,s4f-,ge ka n o � a - t , w , e :Gp P' tlnC'/ re Odt �( 6 /!1C •4. dCC Wil I there be new rack storage? ❑ .. Yes ❑ ...No I r"yes", see 1- 1andout No. for requirements. Provide All Building Areas in Square footage Below PLANNING DIVISION: Single - family building footprint (area of the toundation oral[ structures, plus any decks over 18 inches and overhangs greater than 18 inches) •49 *For an Accessory dwelling. provide the following: Lot Area (sq ft): y Floor area ofprincipal dwelling: Floor area for accessory dwelling *Provide documentation that shows that the principal owner lives in one ofthe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ..... Yes ❑ ..No If"yes ". explain: FiRE PROTECTION /HAZARDOUS MATERIALS: []...Sprinklers ❑ ... Automatic Fire Alarm ❑ ... None ❑ ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ❑ ... No /f "yes ", attach list of materials and storage locations on a separate 8 -1 /2 x l I paper indicating quantities and Haterial Sc fety Data Sheets. lapplicationstpennh application (7.2004) Pace 2 Z {~ W t� �U UO 00 J 3: U. WO U . W :3 = CY, 1. W Z H H O' W ~ W U� O � H WW HC tL O. W Z CO) Z Addition to Type of Type of Interior Existing Construction Occupancy per Existing Remodel Structure New per IBC IBC IS Floor $y? v B 2" Floor b _ l37 3` Floor w ig Floors 1 thru b Basement Accessory Structure* 4 Attached Garage -+ z! Detached Garage t3(fr J� Attached Carport N/A Detached Carport i✓j 0 N Covered Deck Uncovered Deck .. / 7a- PLANNING DIVISION: Single - family building footprint (area of the toundation oral[ structures, plus any decks over 18 inches and overhangs greater than 18 inches) •49 *For an Accessory dwelling. provide the following: Lot Area (sq ft): y Floor area ofprincipal dwelling: Floor area for accessory dwelling *Provide documentation that shows that the principal owner lives in one ofthe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ..... Yes ❑ ..No If"yes ". explain: FiRE PROTECTION /HAZARDOUS MATERIALS: []...Sprinklers ❑ ... Automatic Fire Alarm ❑ ... None ❑ ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ❑ ... No /f "yes ", attach list of materials and storage locations on a separate 8 -1 /2 x l I paper indicating quantities and Haterial Sc fety Data Sheets. lapplicationstpennh application (7.2004) Pace 2 Z {~ W t� �U UO 00 J 3: U. WO U . W :3 = CY, 1. W Z H H O' W ~ W U� O � H WW HC tL O. W Z CO) Z PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): U- A-.; ✓hAr �rt y� jj' -' • a r 1 I , ,r / Please refer to Public Works Bulletin 91 for fees nntl estimate sheet. Water District Tukwila Water District # 125 5 C]... Higlilinc ❑ ...Renton -Water Availability Provided Sewer District ❑...Tukwila SX VaIVuc ❑ ... Renton M.-Seattle . ... Sewer Use Certificate Sewer Availability Provided ❑ ... Approved Septic Plans Provided ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by Ning County Health Department. i Suhmitted with Annlication (marts boxes which annlv): Civil Plans (Maximum Paper Size -22" x 34 ") 'El ...Technical Information Report (Storm Drainage) Geotechnical Repots ❑ ...Traffic Impact Analysis ❑ ... Bond ❑... insurance ❑ ...Easement(s) ❑... Maintenance Agrcement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): I ❑ ... Right -o f -way Use - Nonprofit for less than 72 hours El ... Right-o f -way Use - Profit lbr less than 72 liours ❑ ... Right-o f -way Use - No Disturbance �. ❑... Righh f -way Use - Potential Disturbance ®...Construction /Excavation /Fill - Right -oFway Non Right -o f -way j .Total Cut cubic yards' ❑ /. Work in Flood Zone &...Total Fill _� cubic yards Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Abandon Septic Tank ❑ ...Grease Interceptor I ❑ ...Cap or Remove Utilities ❑ ...Curb Cut ❑ ...Channelization ❑ ... Frontage Improvements ❑ ...Pavement Cut ❑ .Trench Excavation . .Utility ❑ ... Traffic Control ❑ ...Looped Fire Line Undergrounding ❑ ... Backtlow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ... Permanent Water Meter Size... WO# ❑ ... Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Sewer Main Extension ............. Public Private ❑ ... Water Main Extension .............Public Private ❑ ...Deduct Water Meter Size......... " FINANCE.. INFORMATION Fire Line Size at Property Line — ❑ ... Water ❑...Sewer Monthlv Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Day Telephone Mailing Address ' City State Zip Water Meter Refitndfflillina: Name: Day Telephone Mailing Address City State Zip lapplieatiniWpermit applicntimi (7•:(X)4) Pace 3 Z � W .t U UO W= C0 LL WO L Q F- W ZO 2j U� N 1.- WW I-- tL O W Z U= Z t Call before you Dig: 1- 800- 424 -5555 MECHANICAL PERMIT INFORMATION – 206 -431 -3670 MECHANICAL CONTRACTOR iNFORMATION Company Name: AAIP f`AXieS 7 , A-K- — Mailing Address -<039 /�'� 1 & S 61-1 - ,lt 10 AL `��'fQ� `j City Stair Zip Contact Pcrson: 64J e chi f [ ►^ Day Telephone: �c d�� ` �'� - ?zs; `a E -Mail Address: cs..j Cj� r enn�1a �h'j�,�r�- f,"pNC'J'' �u�PS'1". C-aM Fax Number: fao -� 9,g, -•• Inn Contractor Registration Number: M l7�/iT la �� 73 .� Expiration Date: OS` d9 /oS * *An original or notarized copy ofeurrcnt Washington State Contractor License must be presented at the time ofpci - mit issuance ** Valuation of Project (contractor's bid price): $ S G� 7 Scope of Work ( ( please provide detailed information): �+a �a �� �' t =a�w� �r.t�"�+K rh �tso�r Necc) Use: Residential: New ....x Commercial: New. -Q Fuel Tyne Electric ...... El Gas ..... 91 Replacement .....❑ Replacement .....❑ Other: Indicate type o I'm ccllanical work being installed and the quantity below: Unit Type: Oty Unit Type: Oty Unit Type: Qty Boiler/Compressor— Qt Furnace <IOOK BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 1 -1P /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 1- 1P/500,000 BTU Floor Furnace Ventilation Fail 2, Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove f /e 14114 -•s t 30- 501 -iP /1,750,000 BTU Applia2cc Vent Hood Water Healer 504-1-11 BTU Heat/Refrig /Cooling S ystem incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator- C 0111111 /lnd Other Mechanical Equipment PERMIT APPLICATION NOTES – Applicable to all permits in this application Value of Construction - In all cases, a value Of amount should be entered by the applicant. This figure will tie reviewed and is subject to possible revision by the Permit Center to comply with current 1ec schedules. Expiration of Plan Review - Applications for which no permit is issued within 130 days following the date of application shall expire by limitation. The Building Official may extend the time flor action by the applicant. for a period not exceeding 130 days upon written request by the applicant as defined in Section 107A ol'the Unifilrm Building Code (current edition). No application shall lie extended more than once. 1 HEREBY CERTIFY T.i iAT I HAVE REAL) AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THF. LAWS OF THF, STATE, OF-WASHINGTON, AND I AM AUTi-IORIZED TO APPLY FOR THIS PERMIT. BUILDING OW -i E d' O at_fTl -1 ILiD AGENT': Signature: _ �/ / ,( Date: Print Name: ez / o d A/V Day Telephone: Mailing Address X39' %le 4e SeL City stale zip Date Application Accepted: Date ApplicationI-Apires: Staff nitials: 'inppli colt ons`penniI npplicaumt (7- 200.11 Pa_e 4 Z JU UO tQ o CO W J = N LL W cc0 O G U. 1"' Q =W ? H H O Z H W W U� O N o�- W UJ LL H — 0 . Z W U= O Z g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3 S Z W 00 L O J � cn LL- w 0 w a co = Cy H =. z �.. �0 z r- w w U� .0 N W W H FU-- W •• z W U= O f. z RECEIPT Parcel No.: 2613200046 Address: 13546 MACADAM RD S TUKW Suite No: Applicant: REHABITAT NORTHWEST Permit Number: Status: Applied Date: Issue Date: D04 -315 ISSUED 08/27/2004 01/03/2005 Receipt No.: R05 -00445 Payment Amount: 58.00 Initials: LAW Payment Date: 03/31/2005 10:57 AM User ID: 1630 Balance: $0.00 Payee: REHABITAT NORTHWEST INC TRANSACTION LIST: Type Method Description Amount Payment Check 3604 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 58.00 Total: 58.00 1587 03/31 9716 70'1"AL 1:1.6 doc: Receipt Printed: 03 -31 -2005 City of Tukwila 1906 I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type - - - - -- Method Description - - _ - -- Amount - - - - -- --------------------------- Payment Check 3206 1,454.88 ACCOUNT ITEM LIST: Description ------------- - - - - -- Account Code - - -- Current Pmts ----- - - - - -- ------ - - - - -- ------ - - - - -- I PLAN CHECK - RES 000/345.830 1,454.88 Total: 1,454.88 Z W' 00 ' y 0 wi J �- S2 LL w O LL L¢ �. = CI �. w zF- 1-0 z F-. IW w U O N 0 H- w L� O �z H = O Z RECEIPT ' Parcel No.: 2613200046 Permit Number D04 -315 i Address: Status: PENDING Suite No: Applied Date: 08/27/2004 Applicant: i i REHABITATE NORTHWEST Issue Date: Receipt No.: R04 -01147 Payment Amount: 1 Initials: SKS Payment Date: 08/27/2004 03:46 PM User ID: 1165 Balance: $3,053.28 Payee: REHABITAT NORTHWEST, INC. TRANSACTION LIST: Type - - - - -- Method Description - - _ - -- Amount - - - - -- --------------------------- Payment Check 3206 1,454.88 ACCOUNT ITEM LIST: Description ------------- - - - - -- Account Code - - -- Current Pmts ----- - - - - -- ------ - - - - -- ------ - - - - -- I PLAN CHECK - RES 000/345.830 1,454.88 Total: 1,454.88 Z W' 00 ' y 0 wi J �- S2 LL w O LL L¢ �. = CI �. w zF- 1-0 z F-. IW w U O N 0 H- w L� O �z H = O Z t� fg City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200046 Permit Number D04 -315 Address: Status: PENDING v O N o: Suite No: Applied Date: 08/27/2004 to w Applicant: REHABITATE NORTHWEST Issue Date: W H N LL O I � Receipt No.: R04 -01149 Payment Amount: 523.50 Q. Initials: SKS Payment Date: 08/27/2004 03:50 PM w User ID: 1165 Balance: $2,529.78 Z H W O 5 Payee: REHABITAT NORTHWEST INC v O o H TRANSACTION LIST: w w Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- u- O Payment Check 3206 523.50 W Z U co O Z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------- - - - - -- ------ - - - - -- PW BASE APPLICATION FEE 000/322.100 250.00 f PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 250.00 I Total: 523.50 4402 08/31 9710 TOTAL 2014.77 doc: Receipt Printed: 08 -27 -2004 3 'Q City of Tukwila � taus � i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200046 Address: 13546 MACADAM RD S TUKW Suite No: Applicant: REHABITAT NORTHWEST RECEIPT Permit Number D04 -315 Status: APPROVED Applied Date: 08/27/2004 Issue Date: Receipt No.: R04 -01748 Initials: SKS User ID: 1165 Payment Amount: 2 Payment Date: 01/03/2005 08:45 AM Balance: $0.00 Payee: REHABITAT NORTHWEST TRANSACTION LIST: Type Method Description - - - -- Amount Payment Check 1799 2,529.78 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 2,238.28 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW PERMIT /INSPECTION FEE 000/342.400 250.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,529.78 i doc: Receipt Printed: 01 -03 -2005 Z � Z W W - C.) 0 0, co 0 : CO) -J S2 LL WO } J, LL Q S 2 F.. W z H F- O. Z F- W W U O �. 0 iH = U. U. —O .. Z: W C.) W F- F =- O Z INSPECTION RECORD Retain a copy with permit Q INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pro'ec : Type of aspection: Address: �'�j Date C ed: Special Instructions: Date Wanted: ,m Reque er: Pho e No: q M i Approved per applicable codes. El Corrections required prior to approval. COMMENTS: nspecto f Dat 58. 0 REINSPECTION FEE REQ IRED. Prio to inspection, fee must be pai at 6300 Southcenter Blvd. 100 all to sechedule reinspection. t ce t No.: Date: z iH z . JU UO CO J � �LL W O. J' LL co :) = W: z �. H O z H UJ 5 U� ON oI-- W LL — 0 LLl z co o� z 177 T ... �h1+ v. i... r«-. v. .:•.r. «.. ., �. ..,.. n - -... ... .. .. .. INSPECTION RECORD �* Retain a copy with permit D l INSPECTION NO. 4(2 0)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro'ect: Type of Inspection: r Address: Date Called: 3 5 ZIL --Q __... -.. Special Instructions: Date Wanted: a.m. P.M. Requester: Phone No: Approved per applicable codes. E] Corrections required prior to approval. :y Spec or Date: ? -22 -6?s 5 .00 REINSPECTION FEE EQUIRED. rior to inspection, fee must be P4 d at 6300 Southcenter Blv ., Suite 1 0. Call to sechedule reinspection. Redeibt No.: I Date: Z Z J 0 CO 0 W f- N U. WO La = W. ` Z f- ZO LLJ 5 �p O N: o� W W. F- H u' O .. Z W O Z i _ INSPECTION RECORD t� Retain a copy with permit j ✓' 3 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)43 -3670 Proj;� I A t _ / -14-t /1 C1 Type of y f'1Jd 4Y 4 Ad ressss: 1 5 y1 � Date Called: ,7— >'0 -- o,— Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z 1 aa, W :. W � . VO O WLU cn tL WO U- N CY = W Z Z ZO LLJ �5 �p O cl), � F- WW 1 LL Z LU U =. O F- Z INSPECTION RECORD INSPECT Retain a copy with permit �3 S 1 N NO. P T CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 /J Type of Ins ection: Addre s: t A&Wfim X1 ev ate Ul ed: . Special Ins ructions: C4fJ G Date Wanted: a. . CP Requester: e o� r � I Z _3 UO W W N LL WO LLQ N d = W Z H O W LLJ U� O p F! WW LL O Z O Z Di ApProved per applicable codes. corrections required prior to approval. r INSPECTION RECORD Retain a copy with permit 5 20 INSPECTION NO. T O CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431 -3670 • t ' _ 1 Tye f Inspection: n Adddress : {// � ✓ a al l � peal Ins uctions: Pj &4 - i ) j Date Wanted: / r a.m. Requester: Phone No: ` per applicable codes. Fi Corrections required prior to approval. spec r• uate: SX5j REINSPECTION FE or REQUIRED. P to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectfon. Receipt No.: jDate: Z LLI Z' JU 00 0 J � fn LL WO 2 J U- ?. N d = W F— _ ZH WO W U ON OH WW �U O LLI Z CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct: , i Type of Inspe . fi: A s . Date Called: SpeclM In tru tions: P C90 Date Wanted: _ a.m. prm' Requester: Off' Pone No: Approved per applicable codes. Corrections required prior to approval. • r Off' Z , " W' 0 N o J �_-- �L w O J U. NCY l W_ Z �o W ~ W U �. ON C1 H = U. F F= LL O W U= O Z I NSPECTION ` !' RECORD 'Retain "a copy with permit INSP C N NO. P IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Project: Type n nspection: Address: �i . Date Called: 1 ' Special Instructions: Date Wanted: r _ Reque I Ph ne No` 5?e Fl Approved per applicable codes. Ralf Corrections required prior to approval. ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. q zz W UQ W J N LL W� J LL Q' N d —W F- 0 W ~ W U� �O N o� W H u. C) w z U= O z r �W .? If _ ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. q zz W UQ W J N LL W� J LL Q' N d —W F- 0 W ~ W U� �O N o� W H u. C) w z U= O z INSPECTION RECORD Retain a copy with permit w INSPE N N0. PE CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspectio Addr ss: Date Called: Special Instructions: Date Wanted: a.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i • ./ ' t t 1✓ � $58.0b REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinsoection. Z I-: A-W UO N 0 Cr) LU J 3: U3 LL WO 9-1 LL CJ) = �. W Z F- F- O W ~ W U� O- (3 1-- W LI J H� LL Z lL U= O F-_ Z INSPECTION RECORD Retain a copy with permit q INSPECTION NO. T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje j Type of Inspection(: - 1 WCA � I� /V (AV /VG 11 ti^ Add re s: L' to � b (� ( Date Called: �A r Special Instructions: Date Wanted: � a. l— ' 0 M. L `l r Requester: t m Z10 r P� Phone No: Approved per applicable codes. W Corrections required prior to approval. COMMENTS: A l l fl S ��� b (� r Lkj 1 r.. t m Z10 r 3- -Pr' ►-• P +- i -F �• O Q 1AA , i r fU r Yc) G Inc was A ? WG ` p 1 ' \► p� P i �P W Ch Y tJ oI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce Blvd., Suite 100. Call to schedule reinspection. Z iH W JU UO W J co LL WO Q � Q LLQ N = d �W Z fl-- Wo LLj � O U O - o�- W W �F- LL O ..Z W U= O Z , INSPECTION RECORD r . Retain a copy with permit Doi, , s INSPECTION NO. -'PER . O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 -3670 ❑Approved per applicable codes. gorrections required prior to approval. Project: Type Inspection: Ad ress: L PAC G V Date Called: ` Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: C -P Y 1 r .o V Q (A 1 -P Cl YJz r •e Y\ JQ 0 •,.';+, .. +rr , :!?,. t�ii !wwk:..m�... ,�. � k,� a�t'y�'�.: w',,. . ;N �+,�g -.. „�,,,�� +... °w yy,� a.�..._'3�,�:�' + ___� ii.,xe _ rtY i �: r . M tip. i �� nk,., 2 i v , r +4 Y4C:'!.�`�.'�:SJ'i.:.+�:. A n C� `A \ r S4 I cu.�. � .-..._ .. too 4.4 8 a 1 ' Inspecto •, Date: :�2Ay� $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ,H Z �QQ � JU� UO O W� �U- w� ?. N �w Z H' WO �5 U� O to o ff wW HC LL O LLI Z N O Z Receipt No.: Date: •,.';+, .. +rr , :!?,. t�ii !wwk:..m�... ,�. � k,� a�t'y�'�.: w',,. . ;N �+,�g -.. „�,,,�� +... °w yy,� a.�..._'3�,�:�' + ___� ii.,xe _ rtY i �: r . M tip. i �� nk,., 2 i v , r +4 Y4C:'!.�`�.'�:SJ'i.:.+�:. cu.�. � .-..._ .. $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ,H Z �QQ � JU� UO O W� �U- w� ?. N �w Z H' WO �5 U� O to o ff wW HC LL O LLI Z N O Z INSPECTION RECORD Retain a copy with permit � 3! �✓ INSPECTION NO. PE IN T O. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (266)431 -3670 Pro ect: _ Type of Inspection: Address: 3 .5 Y 4 Date Called: Special Instructions: Date Wanted: a.m. t Requester: Phone No: Approved per applicable codes. /Corrections required prior to approval. COMMENTS: Z W 5 UO 0 Cl) W J to U. WO Ei U? cod �W Z �O Z H. W LU �O U O N O I_- w u. O W Z U= O Z INSPECTION RECORD f 3 Retain a copy with permi t INSPECTION NO. P I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431-3670 Projec Type of) specti CI-) �n '04� I I'AA AddrVss: Date Calldd: Special Instructions: Date Wanted• a.m. — 0 Z: � P .M. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. ]COMMENTS: Inspector: Date:.. - o $47.00 REINSIPECTION FEE REQUIRED. Prior to inspection, fee must be — V paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A , I Receipt No.: I Date: .z Z cr_ LU 2 M 00 (/)a, W C0 111� CO) U. W O LL < Co :3 CY LU X, 0 W ~ �- W W 5 a C.) C0 0 C I-- WW U- .z . LU C0 0 Z INSPECTION RECORD Retain a co with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #1 00, 'Tukwila,' WA 98188 206)431-36 Project. - ;'t , ". �) LJ Type of In pection: LA.) �— Va ' I 1 � Address: H (0 , Uv\)r Aug Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. RCorrections required prior to approval. COMMENTS: - T - � T Uv\)r Aug -VS r -nu, P V- 0 \)ev C VrA vu P6je OrA4� Toor c)oey' C' V( <z r)a ( e cc 0 (,& yN KA Inspector: Date. 3-3- F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: iH Z w: 6 2 = ' _3 0 0 0 ND (f) LLI wx P- LL O L CO) = W x 1-- 0 z �- W UJ 0 co 0 O H WW X 0 I-- LL z C0 x Z INSPECTION RECORD Retain a copy with permit DD ~ J INSPECTION NO. PE MIT NO. �n CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 W(26 Pr ct: <� Type o Insect' i �P Address: ( / Date Called: l Sp II"istructions: Date Wanted: 2>�,,) -r a.m. Requester: 3� - Phone a No' !� --- �. - i Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: i �P I )N/ \ I 0'e\ 11 -P ff Q V•Y\ 1 \ o t wN 1 `P Z = Z Wes• JU UO 0 W� �LL W O. �5 U. ?. C d . = W Z f.. t•- O Z E- w �5 U� O N o l- W LJ 11- LLI Z CO) O H'. Z P [—� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD 1 C� I 1 Retain a copy with permit INSPECTION NO. PE MI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43-Y-3670 P ct: Type o Inspector: Address: D e Called: { 0 Special Ins ruc ions: Date Wanted: � qL 0 Requester: W Phone No: / a 5� Approved per applicable codes. Corrections required prior to approval. z lnspecto . Date: - ''' } } cry- ":)-)- r _ - Q $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: x. Z W 00 cf) Q w= N LL WO LL Q to �W ` Z H. F- O W ~ W U� N. O — : � H W - O . w Z U CO) O F-. Z INSPECTION RECORD 1� Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2004313670 ject Typ of Inspection: Address: Date Called: h 0gL&J I A 0, Special Instructions: Date Wanted: Requeste(n (�� Phone No: ( ;5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date $58.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Z H W' � �U 00 V) N U. WO LLQ N� 2 �W Z Z� W LU �O U ON 01-- LU uj U. O. Z co Ham O Z �,�xrtA• :!:;']Sa,!__ •:ytit'ywLYt> . ?h;L• .aT(.f INSPECTION RECORD Retain a copy with permit ✓3/ INSP9ff1ON NO. PER 0. CITY OF TUKWILA BUILDING DIVISION�� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec 49 Type of Inspection: / Address: Date Called: S pecial Instructions: I Date Wand: `��„ ___,_•_.... a!rn, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,i 1 i s Inspector: '1 1 A4 <— ) "' Date: �...�- ❑ $47.00 REINSPECTIOVid REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W JV • UO to 0 Cl) J H S2 U. WO 9� LL Q. CO = �W Z H- W LLI �p O CO3 C3 H WW -O ui Z U = O Z .. INSPECTION RECORD Retain a copy with permit p •= INSPECTION PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P ect Typeof Inspection: A Approved per applicable codes. R' Corrections required prior to approval. COMMENTS: 1-74 i 5 41- I .!. L-j - paid at 6300 Southcenter Blvd., - Suite 100. Call to sechedute reinspection. ,. I 11ecelpt No.: I Date: I I .j Z Z W 00 (/) D If) LU CO) LL W 2 �. Q U. co) CY LU Z �- 0 W �- LLI Uj' 5 0 Cl) 0-1 a � W W U. W z U (0) P 0 �z ISpecial Date Called: :; / - � Instruction s� - — Date Wanted: M. . Requester: N 0 -� 3 Ir O LMZ -� - 3q7(4 Approved per applicable codes. R' Corrections required prior to approval. COMMENTS: 1-74 i 5 41- I .!. L-j - paid at 6300 Southcenter Blvd., - Suite 100. Call to sechedute reinspection. ,. I 11ecelpt No.: I Date: I I .j Z Z W 00 (/) D If) LU CO) LL W 2 �. Q U. co) CY LU Z �- 0 W �- LLI Uj' 5 0 Cl) 0-1 a � W W U. W z U (0) P 0 �z �I INSPECTION RECORD Retain a copy with permit 3 S� INSPECTION NO. ERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr tPdress: ' Type of Inspe on: A ' n �-c ate Called: m c i c� J Sp cia. nstructions: Datb Wanted: M LD_ Requester: Approved per applicable codes. Corrections required prior to approval. Inspector: Date: / $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z �W 3 UO w� N W WO 9 - U. Q M _ CY �W Z H W 5 U� O N o� WW H5 �O .. Z W U= O Z 4 A .. ' INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMI 0. s ���� t -. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / , Type of Inspection: dd JJ� ss: Date Called: Special Instructions: Date Wanted: aa.m. , 26t - m. Requester, / /, \ • //: Phone No: Approved per applicable codes. corrections required prior to approval. Receipt No.: Date: i Z �W QQ 2 JU U 0 w= N U. W u_ Q NM Y C7 �W � Z iF F— O W H UJ � O U O� H WW L 111 CO O Z u paid at 6300 Southcenter Blvd„ Suite 100. Call to sechedule reinspection INSPECTION RECORD >�? 31� •Retain a copy with permit INSPE ON NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Type of Inspection: Ad ress: Date Called: 1' 4••c Special Instructi J ns: Date Wanted: f M p.m. Requester: one No: Approved per applicable codes. Corrections required prior to approval, C F $47.60'1tEIN' FEE REQUIRED. Prior to inspection, fee must be Z • =H �~ W U O N 0 J � (0 U- W O u_ a N d . = W H O W ~ W U� N C1 E- WW F- �. �O .• 2 W ~O F- Z INSPECTION RECORD DO �5 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project FQ5te r &w e p.s Type of Inspection: I CY Ft flat Address: b aead a d S Date Called: 1 2.0- 05 Special Instructions: Rehab. Nh( Date Wanted: --� a.m. !" 2.'—D5 m. Requester: ©li ver Phone No:2q6 .39 f — q0 q t ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z. �W W UQ (D U) J F. to LL W O LQ _Cy H =. Z I— f- O W ~ W U� o co Q I_- WW LL Z L) O Z INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro7 ilet* 04,lew'rW ; Type of Inspection: Address: ) � 5 K MA0 'Cell 6-1. Date Called: z A Special Instructions: Date Wanted: a.m. p.m. Requester: 5 C Pho 140: Approved per applicable codes. Corrections required prior to approval COMMENTS: Qo wtz rz F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z JU 00 C') a U) Ill LLJ:C� J I.- S2 U- UJ 0 LL CO) CY F- W z H 1--0 z I-- UJI UJ 5, 0 Co. W 3: LL 0 z C0 O L) — X 1 . F _ Z City of Tukwila Thomas R Keefe, Fire Chief Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ut o . h r 26d"Signature FINALAPP.,FRM (e) Rev. 2/19/98 Suite # Date T.F.D. Form F.P. 85 . Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax. 206-575-4439 Steven M. Mullet, Mayor Permit No. z Z W 2 D. 1 0 U O Q cl) W W:r J H CO W 1110 L D W 3: Z �— f— 0 z i— W W 2 5 D 0 0 cl) 0— 0 H W 3: LL 0 z cl) 0 z Otto Rosenau & Associates, Inc. IN -PLACE DENSITY REPORT OF SOILS (ASTM D 2922) Job #: 05 -219 Re ort #: 114732 1 Permit #ham D% 16P D04316 X Project: 13534, 13542, & 13546 Macadam Road South Project Client: Rehabitat Northwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/24/2005 Ins ector: Jeff Rabe Lab Maximum D ry Densities Equipment CPN Uncorrected Corrected ID C Soils I.D. Soil Description Dry Density Optimum Moisture Oversize °/ rock Dry Density Optimum Moisture ASTM Method Wet 13360 X1 0.93 1944 W Crushed 144.5 7.0% 9.6 146.0 6.5% D1557 H2O 9690 x1 0.97 Compaction Methods & Equip: Hoepack Monitored Placement and Com action : Sot Check JPer6diAC 0 rgi oactfori 11e4aired= > 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 New 12500 Block DT 8" -1' T - 5' 1944 148.2 4.2 142.2 146.0 97% Yes 2 New 12500 Block DT 8 -3' 3'- 5' 1944 147.3 4.8 140.6 146.0 96% Yes 3 New 12500 Block DT 8" Sub grade 3'- 5' 1 1944 148.0 5.2 141.0 146.0 97% Yes 4 5 6 7 8 9 10 Comments: DT = Direct Transmission X Client Contractor Architect X Building Department X Engineer Technical Responsibility er nsen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, IREC E I 1�E D except in full, without written permission from our firm is strictly prohibited. OUL 2 8 2005 COMMUNITY DEVELOPMENT Page 1 of 1 Form No.: ADM /N 78 -01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 — Fax (206) 723 -2221 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ,= �► y DOCUMENT. THIS NOTICE IT IS DUE TO THE QUALITY OF THE Otto Rosenau & Associates, Inc. IN -PI APP r1PN DCOA - r Ae cAU a iw0TU n Job #: 05 -219 Report #: 14731 Permit #: D04315/ 004316 Project: 13534, 13542, & 13546 Macadam RoadSouth Project Client: Rehabitat Nort hwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/23/2005 ins ector: Jeff Rabe Lab Maximum D ry Densities E ui ment CPN Uncorrected Corrected ID C Soils I.D. Soil Description Dry Densi Optimum Moisture Oversize 0 % rock Dry Density Optimum Moisture ASTM Method Wet 13360 X1 0.93 1944 Crushed Rock 5 /" 144.5 7.0% 9.6 146.0 6.5% D1557 H2O 9690 X1 0.97 Compaction Methods & Equip: Hoepack M onitored Placement and Com action :. , Sot Check Percent_Com acdoq Re" wired,.::: °;: ; ::: 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 New 13521 -13561 DT 8" -1' 3 1 -5 1 1944 146.6 4.8 139.2 146.0 95% Yes 2 New 13521 -13561 DT 8" -2' 3 1 -5 1 1944 147.2 4.7 140.6 146.0 96% Yes 3 New 13521 -13561 DT 8" Sub grade 3' - 5' 1944 146.5 4.7 140.0 146.0 96% Yes 4 5 6 7 8 9 10 Comments: DT = Direct Transmission Recommend adding more water to compact easier. X Client I I Contractor Architect IX Building Department Technical Responsibility X Engineer r . Hansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, RECEIVED except in full, without written permission from our firm is strictly prohibited. uL 2 8 2005 COMMUNITY DEVELOPMENT Form No.: ADMIN 78 -01 (Rev 06102) Page 1 of 1 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 — Fax (206) 723 -2221 NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE DOCUMENT. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY Otto Rosenau & Associates, Inc. IN -PLACE DENSITY REPORT OF SOILS (ASTM D 29221 .lob #: 05 -219 Re ort #: 36466 Permit #: D04315/ D04316 Ix 1Building Project: 13534,13542,& 13546 Macadam Road South Project Client: Rehabitat Northwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/2212005 Ins ector: Brian R. Robertson Lab Maximum D ry Densities E ui ment Uncorrected Corrected ID D Soils I.D. Soil Description Dry Density Optimum Moisture versize % rock Dry Density Optimum Moisture ASTM Method Wet 13263 X1 0.99 1944 Gray 5 /" Crushed 144.5 7.0% 9.6 146.0 6.5% D1557 -B H2O 11375 X1 1.01 Compaction Methods & Equip: Track Hoe Hoe Pack Monitored. Placement and Com action,`- - : No Percent.C6mo action�R6 wired - " -`: 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 13561 Address DT Grade 12" 1944 136.9 4.7 131.0 146.0 90% No 2 13561 Address DT -2 12" 1944 138.3 4.6 132.2 146.0 91% No 3 4 5 6 7 8 9 10 Comments: DT = Direct Transmission On site to perform in place density tests on 5 /" material being used as backfill. Note from Office: Areas were re- tested and brought into conformance on 6/23/2005 (see report #14731). X Client Contractor Architect Ix 1Building Department X Engineer Technical Responsibility Waler. Hansen, Projec Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report , �ECP`V G© except in full, without written permission from our firm is strictly prohibited. Form No.: ADMIN 78 -01 (Rev 06102) _ = � `� "sue'. ���.•,a. Page 1 of 1 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 — Fax (206) 723 -2221 NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR DOCUMENT. THIS NOTICE IT IS DUE TO THE QUALITY O F 1JUL 2 8 2005` o�LoPMENT OTTO ROSENAU & ASSOCIATES, INC. R ECE"D Geotechnical Engineering, Construction Inspection & Materials Testing APR 2 7 7nn� CONSTRUCTION INSPECTION REPORT PNETMIV Report Number: 15696 Description: Epoxy- Grouted Anchor Bolts Project: 13542 & 13546 Macadams Project Permit Number: D04315=D04316 Address: 13542 & 13546 Macadams Road S, Tukwila Job Number: 5- Client: Rehabitat Northwest Client Address: 563916'' Avenue SW, Seattle Inspector and Date Remarks Andrew Novikoff On site this day to witness epoxy - grouted anchor bolt installation for HD8 holdowns. Anchors were 4/18/2005 placed at shear wall 2 in kitchen (2 locations) area east and kitchen sink. Rods were installed per holdown schedule on 20/SL3.1. 12" embed, %" diameter. Epoxy used was Simpson Set 22, with an expiration date of 2/2007. Holes were blown free of debris with compressed air, Conforms i i i i Copies to: X Client Contractor i Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director t This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888- OTT04-US — Fax (206) 723 -2221 Form No.: ADMIN- -63 -01 (Rev 05103) Z UO N 0 CO) =. Cl) U_ W 0 9 : LL � =W =z� Z ° W5 U� 1O N 0 t- W LJ O .. Z W U= O F— Z .f Y OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Enaineedna. Construction Inspection & Materials Testina p, ECIEN CONSTRUCTION INSPECTION REPORT DFV OPMEHT Report Number: 15785 Description: Epoxy- Grouted Anchor Bolts — Cancel Project: 13542 & 13546 Macadams Project Permit Number: D . 315/ D04316 Address: 13542 & 13546 Macadams Road S, Tukwila Job Number: 05 -219 Client: Rehabitat Northwest Client Address: 563916` Avenue SW, Seattle Inspector and Date Remarks Darren Reid 4/15/2005 i 0 Copies to: On site for inspection of epoxy - grouted anchor bolts. Contractor not ready for inspection. X Client Contractor / Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05103) Z Z �W W � . U O CO )� W = J � C0 U_ WO }} �J Wj = W I__ Z !— U� tn. O 1—� W Lu H F' U. O. .• Z W O Z OTTO ROSENAU 8 ASSOCIATES INC. /" L RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing COMMUNITY CONSTRUCTION INSPECTION REPORT DEVELOPMENT Report Number: 15309 Description: Epoxy Anchor Bolts Project: 13542 & 13546 Macadams Project Permit Number: 0043115/13043116 Address: 13542 & 13546 Macadams Road S, Tukwila Job Number: 05 -219 Client: Rehabitat Northwest Client Address: 663916' Avenue SW, Seattle Inspector and Date Remarks Wayne Barker On site for inspection of epoxying anchor bolts using threaded rods, The epoxy used was Simpson 4/13/2005 Set 22 with an expiration date of 2/2007. Lot #2, nine %" threaded rods on north wall on east side of entry, one %" threaded rod on north wall west side of entry, two %" threaded rods on west wall on south end and six %" threaded rods on south wall. Lot #3 = Five %" threaded rods on north side, east facing wall at entry. Three %" threaded rods on north facing wall entry. Six W threaded rods on south facing wall. All rods had a minimum of 8 inches of depth and were brushed and blown free of debris before installation of epoxy. Lot #2, 13542 BP # D 04 -120 Lot #3, 13546 BP # D 04 -516 Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. M 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- -63 - 01 (Rev 05103) Z ;1— Z �W QQ� . JU UO N O W =. J I , CO) u- w O �M J U. �. CO) =W z t— W U O N OH = U' U- O .. z W U N H F=-- O z ('ViED1 PEAR 30 2005 19 : 02 /ST. 19 :02 /No, 6806974330 P 1 VISS a ENGINEERING Post Fax Note 7671 Date '3 2 . � Aogoges� Skye- To From Wk l Se'r CO MApt. Co. Phone B Piturta M I R,x# Fax March 30, 2005 Steve Detwiller Rehabitat Northwest 5639 1b`'' Ave SW Seattle, WA 981.06 Re.: Rafter vs. Truss Rmnsing L �ssrr Ert��ineerir�g Project #0121 Dear Steve: It is our unde►standing that the zone indicated as diaphragm D2 on Visser Engineering drawing SL2.1 has been framed with rafters instead of trusses. The lateral design requires only that the diaphragms, shearwalls and associated connections be installed — whether the framing is trusses or rafters does not have any impact on the larerral. design. Please call if you have any questions. Sincerely, Visser inincering Company, Inc, V Vt AMR 0 46 ke Visser, P.E. Z S Z. �QQ 2 JU . U O: 0 CO J = H to U_ WO �a5 U. Q C% = W Z� 1- O w t•-. 5: O N o >_ =U H F , LL O Z' tli U= Z (FR I) FEB 11 2005 14 14:46/No. 6806974100 P 1 INTEROFFICE MEMORANDUM Date: February 11, 2005 To: Steve Detwiller Rehabitat Northwest From: Mike Visser, P.E. Visser Engineering Company, Inc. Subject: Lot #2 Foundation Recessed Ledger Visser Engineering Project.. 04 -120 Steve: The attached calculations show that the recessed ledger causes a strength reduction of 26%, but the wall is still adequate. Therefore, no reduction in fill is necessary. Please make sure that the ledger is still attached to the wall per the memo sent on February 2, 2005. j j !.. t � F£8 r 4 Zoos TNj� 3435 South 344t Way, Suite 230 F ederal Way WA 98001 P :233.835,0810 F :233.$35,0813 11 20 z Z . 2 �D J U U o V Ca L wO �¢ N �. = C3' I— _ ?H 1— O w H 5 U� O CO .0 H W x U- 0 ill z N O z Visser Eriin ?erin9 a VISSER ENO IN! BRING Fo2 a =G. " Prnjecr 8 119 TZ,Q /U W Client; Date: O Z/ I l /OS Page: r�r► -�� = (a.q� �� Ico$ %G� �bo Ks,) �G,s "� Z ) = 4. (o 1z •� � O -n (SKs.) (12) h �-C " 1L M. D 14000 'N ero . ,.� (FR O FEB 11 2005 14,1:510,/ST. 14:46/11o. 6806974100 P 2 CA1,CULAT10i. SUL'ti'C Title: ao Z Lij u�D Oo t� 0 J �. LL w o, U. Q N cy. f =w o. z� W U0 ,w w — 01 ui Z 0 z -FROM Visser Engineering vlssF- R Caylnrr wNO Redlining Wall Design (FP O FEB 11 2005 1 44:�50/ST. 14 :46 /No. 6806974100 P 3 Project: QLM Client: EdUI 1101 N W Male! 1/12/05 Page: Active Soil Premure, A F.FP= 35 pct' Coefficient of Frictinn, nu = 0.525 P4stive Soil Resistance, PEFP - 150 per Soil Density. Ws 100 pc l' Allowable Soil Bearing Pressure, y,alluw = 2000 psf Surcharge = 0 psf I Concrete Weight. we= 150 pef I Concrete SirtInglh, TI: 3000 psi Kelltforcement, fv= 60000 Psi rm= sou Pressure on 7 oe iui maoi Psh = Soil Pressure on Hut (D2 side) WW - Weildll of Well wr= wcight orromine R - 'rouu Vertical Forces MI'linhi = Mininwm Active Soil Preuure AEPinim = Maximum Active' oil Pressure Pa = Total Sliding Force IIEPImAx = Maximum Pauive Snii Preuure F = Friction = nu R Pr= Total Sliding Resis=ce 1 1016 , i .tl5r�i ' li 2 G(R. IUk,10 8AH5 . 1 -1%51 l(It. 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(, 1.2196 0.4375 4 atuminit Raimina Footing toad Bening New= Sub FAC10(of'Wety 1.1174 0.408256 4 Moment Moreau Wtdlh F!ccentricity hoe lhml Being Of WHIZ Gcomcuy 22 Bmesub MNJrI If Met) ( A lYeeEVR Vertical Forccs 10 6 Horizontal Form 1260 3088,932 2,9967 0.56RO53 1408.9 0 DI U D2 l,h Twh Kd Kw 1't' JIM Psh Ww Wf 3907.878 10566,41 4,4967 0,679591 87.98 TRAVPhinABPknax PH PBPMtas F Pr OK 10 Y (feeq 0 NU inches) OK 10 (s 5833,333 132R2.$ 4.9967 1.079309 2466.2 (11 NO I S 1 1 (s0 (I W 1.5 0.33 6 2 8 n D 12 50 500 500 449,5 1966 0 210 630 225 1032.2 1300,9 2.096667 35 0.33 5.83 1 R 0 0 12 250 483 483 299.5 1,348 U 204.05 594.81 325 707.7 1626.5 1.996667 3.5 0.33 8.75 3.5 R 0 U 12 250 775 775 6743 42445 U 306.25 1339.8 525 2:28,4 1147.1 4196667 1 0.33 10 4 R 0 U 12 0 900 900 7493 52493 U 350 1750 150 2756 2831 4.996667 1 0.33 10 4 3 0 0 12 0 900 900 749.5 5249.5 0 350 1750 ISO 2756 2331 4.996667 1 033 10 4 9 U 0 12 0 9DO 900 749.5 5249.5 0 350 1750 150 '2756 2331 4.996667 1 0.33 10 4 8 0 0 12 0 900 400 749.5 5249.5 0 350 1750 150 2756 2831 4,996667 1 0.33 10 4 R 0 0 12 0 900 901 7493 5249.5 0 350 1750 150 2756 2331 4.5196667 1 0.33 10 4 8 0 0 12 0 900 900 745 $249.5 0 350 1750 150 2756 2331 4,9!16667 Will stawi Vu (kln d Aslrcq Bu Size (inches W'2•12000 Ku Rho.o (Ill ^2) HarSpacing inches.) (, 1.2196 0.4375 4 atuminit Raimina Footing toad Bening New= Sub FAC10(of'Wety 1.1174 0.408256 4 Moment Moreau Wtdlh F!ccentricity hoe lhml Being Of 4.6161 22 Bmesub MNJrI If Met) ( A lYeeEVR r)VbTlnrr.i.. 10 6 Y 1260 3088,932 2,9967 0.56RO53 1408.9 0 OK 2.45 OK 5.111 Y 1155.906 2427.768 1,9967 0,054815 561.92 786.33 OK 2,10 OK 8.75 Y 3907.878 10566,41 4,4967 0,679591 87.98 1799.9 OK 2,70 OK 10 Y 5833.333 132825 4.9967 1.079309 2466.2 0 NU 2.28 OK 10 Y 5833,333 132R2.$ 4.9967 1.079309 2466.2 0 NO 2.28 OK 10 Y 5833.333 13282.5 4.9967 1,079309 2466.2 U NG 2.28 OK 10 Y 5833311 132R2,5 4.9967 I.U79309 2466 .2 0 NG 2 ,2R OK IU Y 1833,;113 1321112.5 4.9967 1.079309 24662 0 NG 22R OK 10 Y $933,173 13782.5 4.9967 1.079309 2466.2 0 NG 2.714 ew Wall Desi Mu U: n- Ai,ln) Vu (kln d Aslrcq Bu Size (inches W'2•12000 Ku Rho.o (Ill ^2) HarSpacing inches.) (, 1.2196 0.4375 4 � 0.022363 54.94 0.0015 0.0855 IS 5,83 1.1174 0.408256 4 6,25 0,039061 28,605 O.DOOR 0.0563 15 8.75 4.6161 1.051094 4 6.25 0.039061 118.17 0.0023 0.1688 1432222212 10 7,2293 1,417$ 4 6. 2S 0.039063 185.07 0.0038 02813 6313333333 10 7.2293 1.4175 4 6.25 0.03906.1 185.07 0.0038 0.2813 8.533333333 10 7.2293 I A 175 4 6.25 0.039063 185.07 0.0038 0.2813 8.53,1M1.111 10 71293 1.4175 4 6.25 0.039063 183,07 0,0038 0,2811 8.533.1.13333 IO 7.2293 1.4175 4 6.25 0.039063 185.07 0,0038 0:1113 8.533333333 10 7.2293 1.4175 4 6,25 0,019rK.1 IR5.07 0.003R 0 .21113 8,533333333 a phiMn 0,168 21644 0,11 18817 0.331 55446 0.551 90734 0.551 90734 0.551 90734 0.551 90734 0.551 90734 0.551 90734 rootinx Das; : tue - buthlrh reiar heel • top reinf Soil I'maure (psi) n1u (fl.11) d As1rcq liar Spacing As;rey Bar SP■01l; D2 1'uC Wall I-I Toe Heel ar Si Ilncha) 2.12001 Ku Kho ra (ill ^2 (inches) Ku 11ho r (in ^2) (inches 6 1408.9 1097.0:5 0 71.054 731.3502 4 8.75 0.0766 0.93 0.0003 0.0:63 15 9.55 0.0003 0.0263 1s 5,83 561.92 6,17.8011111 7x6.3316 32.046 368.4121 4 8.75 0,0766 0.42 0.0003 0.0263 15 4.81 0.0003 0.0263 15 8.75 8798 340.5114 1799,863 9.374 8044,65 4 8.7,1 0.0766 0.12 0.0003 0.0363 IS 105.07 0,002 0121 11.42457143 10 2466. 3138,841 0 12R.14 $703.577 5 8.6875 0.0755 1.70 0.0003 0.0 t5 75.57 0.002 01085 IS 10 2466 2138,841 0 12R.14 5703.577 5 8.6875 0.0755 1,70 0,0003 0.0261 IS 75.57 O.UU2 11,2095 15 10 2466,2 2138,841 0 1204 3703.577 5 9,6975 0.0755 1.70 0.(1003 0.0261 15 75.57 0.002 02085 Is IU 2466,2 2138,841 0 128.34 5703.577 5 8,6875 0.0755 1.70 0,0001 0.0261 15 75.57 0.002 02085 15 10 24662 2138,841 0 128.14 5703.577 5 8.6875 0.0755 1,70 0.0003 0.0261 15 75.57 0.002 0.2085 15 IU 2466.2 2138.841 0 1211.34 5703.577 5 8.6875 0.0755 1.70 0.0003 0.0261 li 1 75.57 0.002 0,2085 15 20 1�'o 1 4 q la Z Z. I~ W W D U 0 WJ F- CO) LL W O: Lj S2d . = W Z~ F- O ZZ F- G 5 U� O� 0 H W 1- !1. O W Z U= O Z FROM Visser Engineering 1 �s1 i VI SSER ENGINEERING (WED) FEB 2 2005 14 /ST. 14 :34 /No. 6806974038 P 2 INTEROFFICE MEMORANDUM Date: February 2, 2005 To: Steve Detwiller Rehabitat Northwest From; Mike Visser, P. E. Visser Engineering Company, Inc. Subject: Lot #2 Foundation Crawl Space Fill Visser. Engineering Project 04 -120 Steve: The calculations show that it would be acceptable to reduce the fill along the West extension wall to l' -6 ", although it is still necessary to maintain the fill depth for the West Basement wall as the drawings show, Your sketch shows that the treated 2 x 10 ledger is recessed into the concrete wall; the ledger needs to be attached to the face of the concrete wall with 5/8" diameter bolts, embedded 6" and spaced at 16" orl center. If you have any further questions, please let us know. Mike RECEIV FEB 14 ?005 DE Ap ,� i 3455 South 344 Way, Suite 230, Federal Way WA 98001; P :253.835,0810 F :253.835,0813 i Z ;~ Z Q � JU 0 0' moo. w =. J F- W w w �o . w¢ C F _ Z F-. F- 0 WW Dp o F✓ ZU — 0 .. Z' W N Ham z . f 01/14/2005 11:10 20Frg37355 FROM Visser Egg veering VI SSE it 0 KNOINEBRING Wad REHABITAT ' 'RTHWEST PAGE 10 (THU)JAN 1S 200b 15:31;ST,15:28/No,6806974944 P 10 C,ALCUI_A71gN S 11L' IT Title P ro j ect: , client: Date: Page: Oe c 4 e l / . p�cpV�r 4 20n J , NT Z �Z J U 0 O CO) o W= J CO) LL W �a Ca v: =LU t— ZF O z U 0. O N: O 1-: W W 1=— ( .. Z. W H =' O E.. Z • FILE COPY Permit No. VISSER E N G I N E E R I N G p my W approvol is sub'ect to errc, :, - nd Omit, t A OYal of construction documents clots not, auftft violation of any adopted code or ordinance. Reaeo Of approved Field Copy and conditions is acknowledged: BY Date: I / STRUCTURAL CALCUUATIONS REVIEWED FOR CRY of llukwiia CODE COMPLIANCE BUILDING DIVISION A P PP en ;F;) Project: Rehabitat Lot #2 Tukwila, Washington Project No.: 04 -120 Client: Rehabitat Northwest 5639 16`' Ave SW Seattle, Washington 98106 By: Theron Thompson Mike Visser, P.E. Date: January 13, 2005 i NO v JAN 1' 3 20051 ti.- n.1.. Ah �Sf 14 ,lS 1 .�, , a":C: a:, l r JAN 19 2005 X�' - "I-- Z_ City Of Tukwila BUILDING DIVISION A ,1 4N p"t-AM7 20 CE ��p z UO W= J � C0 U. wO J' U- Q =d �w z� Zo UJ 5. ;O o� wW U- o. w z co X �y -315 50'-6" 12'-6" 38'-0" HD8A ------------------------- --------- A I --------------------------- I r A ll C I 0 ^A O ' C'3 on 4" Granular Fill. cot il7i: A I ZrI, � i,L i '•:i io� An 6" O. C. This Wall-0 ly -------------------------------- V -- ------------------------------ ll��@ 3 ----------------- 9 ------------ - ------------------- - --------- ----- - - - - -- LSTHD14 LSTHD8 Holddown < Holddown A 8 n- REEI 1 4 -- --- -- ----- --- -- -- -- -- v - 4 ---------- ---- ---- ------------- - - - - - -------- --------------- T-13" < Z-6" T-6' 6'-0" 26' -0" T-0" 50'-6" -' I 0 CL Crawl -Z 2 a) L_ wl Soace .0 CD E 0 9 Black t3 (D - a 'n 2 Vapor Border 0 ca x C51 0 M W I loured Concrete - 1 Anchor Bolts @ 24 O.C. I& Typ-@ Pmorch- --------- 7This Wall Only --- - - - - -- a r 4 � r C r ------- I - 1-6" - -HD8A ------- -- i Porch ,Ho1ddow,.',- Lbove r 4" Poured Concrete Slab over V36D 4" Granular Roug -in Fill % � Bathroom Note: Allowfort-i d ----------- 2x4 Walls when Rough, 16'-6" 2'-6 - - ---------------------------------------- ------------ ---- Block out _1*66' - ----------- Foundation for OH Garage Door 9 C14 -i 7 Garage Slab Above ; N� O 4' Concrete Slab over EO 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward OH Door. 1 4x1 D.F. #1 Header Flush Hang I-Joist C 6" x 12" Footing I'd with ITr 29 , 05 ------- ---- cl) II Lf) - - - - -- - - - - - - - --------------- 410 Beam ----------- ----------- (Dropped) 31" Wide X_ �ff� Foundation Wall Block out (HVAC) co D e Thi cken ed -Fo oti n g - 9 1/2" '—I-Joist p L5 ITT 29.5 C� 2.06/9.5 q A T 0 M-0 0 W to 00 ED - 3 (DtD 4" Concrete Slab over r --------------------- ? i,.j 16'-6" 2'-6 - - ---------------------------------------- ------------ ---- Block out _1*66' - ----------- Foundation for OH Garage Door 9 C14 -i 7 Garage Slab Above ; N� O 4' Concrete Slab over EO 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward OH Door. 1 4x1 D.F. #1 Header Flush Hang I-Joist C 6" x 12" Footing I'd with ITr 29 , 05 ------- ---- cl) II Lf) - - - - -- - - - - - - - --------------- 410 Beam ----------- ----------- (Dropped) 31" Wide X_ �ff� Foundation Wall Block out (HVAC) co NOTICE: I IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. � Li zt M p L5 �> l Mh 0 ,� 0 0 Basement co M-0 0 W to 4" Concrete Slab over ? i,.j iv 05 (81 6 Mil Black Vapor Barrier CD Cq CO @) NOTICE: I IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. VISSER ENGINEERING 2 // (L HOOK CALCULATION Sm.-r-T Title: Project: Client: Date: Page: Jq' �. I I ITIef Z Z� 0: D _3 '. 0 00 ui UJ :r CO U- 0 U. CY UJ Z F- 0 ,Z F- W uj � 2 a D a .0 cf). �0- Lu ul 3: lli ZL 0 0 Z 1 0 S m VISSER CALCULATION SHEET Title: Project: Client: Date: Page: E�,L - (J-Al (O.S = S P-u wo- A S' 9,12S A - 12,Doo 12,000 0.00 00 7S 0 us�e 0 'e'. I. -ZI :7 0 L Z)e,) e t - I ( .67E w , L) 0: (00 . I (0 uJ CO LL 0. Ei LL S2 LLI F- 1 0 — z -' W LLJ ca 0— LU Lul 3: L L 01 fd Z 0 CO) 0 z VISSER Ak ENGINEERING A N CALCULATION SHEET Title: Project: Client: Date: Page: Foo �� e I , 1-, /I�T - 7.G1 1. - 13,0`x- �lL••b k�o� 0•�3� = 13.4 4E _ ic�� .,� d, OoI't�, f Z , UY WD _ 3 U O' W= J H CO LL WO L L N d = W Z �. - 0, Z F- W 5 O 0 H W UJ • Z 1- W O UN Z VISSER a E N G I N E E R I N G A CALCULATION SHEE-T Title: Project: Client: Date: Page: Z W -3 0: 0 0; co W. W —J co) u 0 u- co :3, W Z 1.— 0 Z 1•-: W W, 5 cl) 'o ui Lu X 0 Z UY , EAST 1��,S�v�- -�.�.� �a `` — O VISSER ENGINEERING T'`l P. CALCULATION SHEET Title: Project: Client: Date: Page: Z LLJ J V '. UO W co H WO L L CO =d . F- W _, H- O Z I—. w ui Dp O ul 131-- WW H U u. ~O' Lll Z U U) O Z ;- r� VISSER - ENGINEERING CALCULATION SIIEET Title: Project: Client: Date: Page: zz Z . UJ Wes. JU UO. N0 uJ J CO) O' W h }- J u- a �D = a W f .Z� E- O. z F- Do C.) o� W ui F- U u. O' z Cl) OH Z yi ' l VISSER ,V- ENGINEERING � 1 We st- tf)�1� `�x�erlorc — �S ) i Z us CALCULATION SHEET Title: Project: Client: Date: Page: f i �V-� i 1 N z ;1 W J U U 0. W= J �— N LL . WO J U CO) = Q � W z z �- O. z f– 2 _; U �. :O N OH W U - ~O W Z: U =; O ~` z .... VI SSER �3`l ENGINEERING 60'A 1, CALCULATION SlillU Title: Project: Client: Date: Page: I i z Z a , W' JU U O: LU J CO) L WO LL Q CO D Z 0 W Z� H O Z I-, W U � O— � H W W �U W 0 —O LL! Z Z � ,V7 a VISSER ENGINEERING CO. Project: 04 -120 Client: Rchabitat NW Calculation Shee Date: 1/12/05 Page: Title: Basement Retaining Wall 2 Z ~ W' UO N C0 LU J CO) LL: WO LL N� ~ W Z � Z� UJ 5 U� ON D H WW H U' LL ~O — Z L1! U= OH Z Design Criteria: Ac tive Earth Pressu = 35 p (- Attached to Diap hragm? n Length between Vertical Walls, b = 15 feet Concrete Strength, fc' = 3000 p Steel Streng fy = 60000 psi Retained Hei h = �8 feet Wall Thi t= 8 inches Curtains of Steel = 1 — d = 4 Dew_ - - -- - — Concrete Wall: Maximum Wall Moment, M = 1.2598 ki -feet h/b = 0.533 I __LL - = 2.1416 kip -ft F= 12" x d ^2 / 1 2000 = 0.016 Ku = Mu /F = 1 33.85 Rho required = 0.0033 — -_ As re quired = 0. 15 84 sq. inches per ft Preferred Bar Size: 4 db = 0.5 inches Ab = 0.2 _ sq. inches Provide # 4 bars at 15.152 inches on center, vertical reinforcement Provide # LL 4 bars at 1 5.152 inches on center, horizontal reinforcement — Diaphragm Connection: Rea ction at D Rdia = 0 plf _ Preferred Anchor Bolt Diameter: 0.625 inches 648 lbs. lateral capacity 1108 lbs. longitudinal capacity Minimu Spaci # # # ### inch on center Provided Spacing = 48 inch on center Ununsed Longitudinal Capacity= #N /A plf (increased 3(3 %)) - - L _ _ - 1 I— Provide 0.625 inch di bolts a 48 inches on center And Provide - T - -- Z ~ W' UO N C0 LU J CO) LL: WO LL N� ~ W Z � Z� UJ 5 U� ON D H WW H U' LL ~O — Z L1! U= OH Z VISSER BNOIN Et(n 1110 Retaining Wall Design Project: 04 -120 Client: Rchabitat NW Date: 1/12/05 Page: Active Soil Pressure, AEFP = 35 per Coefficient of Friction, an = 0.525 Passive Soil Resistance, PEFP = 150 per Soil Density, ws= 100 pcf Allowable Soil Rearing Pressure, qlallow = 2000 psf Sureh,q, -= n oar I Concrete Weight, we = 150 per I Concrete Strength, fc' = 3000 psi Reinforcement.N= 60000nsi Pst = Soil Pressure on Toe (D1 side) Psh = Soil Pressure on I feel (132 side) Ww = Weight of Wall Wf= Weight of Footing It = Total Vertical Forces AEPjmin = Mininmm Active Soil Pressure ArsPImas = Maximum Active Soil Pressure Pa = Total Sliding Force PEPlnhax = Maximum Passive Soil Pressure F = Friction = nu R Pr= Total Sliding Resistance T vl, t T -V1 , r . t; •'split.: i. );LLR 1" r, BARS Alto (f5 OARi I , - -WALL BARS h - FOOTING, PJ,PS v I3' CI.R ---Icy 0(X11•,5 -1 tin Will Forces btu (Mit) Overturning Resisting Footing Load Rearing Pressure Soil Factor ofsafety Bar Spacing Mu Vu Moment Momcln Width Eccentricity gltoc Iltcel 8:an for (0-ki a) D2 Base Slab' (0 -wfk) I (fcct) I (pso Wall Geometry 11'ressurel Ovcinnning Sliding 4 5.5 Y Vertical Forces 2.9967 0.309976 234.07 999,97 Horizontal Forces 3.26 OK DI Lt D2 Lh Twb Kd Kw Tf Pst Psh Wtv Wf R AEPIminAEPlmar Pa PEPtrrax F Pr 10 Y 5833.333 13282.5 (feet) 0 I (inches) OK 10 (s0 5833.333 13282,5 (10 0 (sp 1 (10 I (s0 I (10 W 2.5 0.33 5.5 2 8 0 0 12 150 450 450 449,5 1849 0 192.5 529.38 375 970.73 1439.5 2.996667 3.5 0.33 5.83 1 8 0 0 12 250 483 483 299.5 1348 0 204.05 594.81 525 707.7 1626.5 1.996667 3.5 0.33 8.75 3.5 8 0 0 12 250 775 775 674,5 4244.5 0 306.25 1339.8 525 2228.4 3147.1 4.496667 1 0.33 10 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 1 0.33 10 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 1 0.33 10 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 1 0.33 IO 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 1 0.33 10 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 1 0.33 10 4 8 0 0 12 0 900 900 749.5 5249.5 0 350 1750 150 2756 2831 4.996667 Wall Design btu (Mit) Overturning Resisting Footing Load Rearing Pressure Soil Factor ofsafety Bar Spacing Mu Vu Moment Momcln Width Eccentricity gltoc Iltcel 8:an for (0-ki a) D2 Base Slab' (0 -wfk) I (fcct) I (pso 0.9037 11'ressurel Ovcinnning Sliding 4 5.5 Y 970.5208 3167.793 2.9967 0.309976 234.07 999,97 OK 3.26 OK 5.83 Y 1155.906 2427.768 1.9967 0.054815 563.92 786.33 OK 2.10 OK 8.75 Y 3907.878 10566.41 4.4967 0.679591 87,98 1799.9 OK 2.70 OK 10 Y 5833.333 13282.5 4.9967 1,079309 2466.2 0 NG 2.28 OK 10 . Y 5833.333 13282,5 4.9967 1.079309 2466.2 0 NG 2.28 OK 10 Y 5833.333 13282.5 4.9967 1.079309 2466.2 0 NG 328 OK 10 Y 5833.333 13282.5 4.9967 1.079309 2466.2 0 ,VG 2.28 OK 10 Y 5833.333 13282.5 4.9967 1.079309 24662 0 NG 2.28 OK 10 Y 5833.333 13282.5 4.9967 1,079309 24662 0 NG 2.28 OK Wall Design btu (Mit) d loc - bottom retnf Aslrcq Bar Spacing Mu Vu Asjrcq Bar Spacing (I Asircq Bar Spacing D2 (0-ki a) kl0 Bar Size (inches) 1xv- 2n2non Ku Itho re (iti ^2) I (inches) 5.5 0.9037 0.354375 4 6.25 0.039063 23.134 0.0008 0.0563 15 5.83 1.1174 0.408256 4 625 0.039063 28.605 0.0008 0.0563 15 05 4.6161 1,051094 4 6.25 0.039063 118.17 0.0023 0.1688 14.22222222 10 7.2293 1,4175 4 OZ 0.039063 185.07 0.0038 02813 8.533333333 10 72293 1.4175 •1 6.25 0.039063 185.07 0.0038 02813 8,533333333 10 7.2293 1.4175 4 6.25 0.039063 185.07 0.0038 02813 8.533333333 10 72293 1.4175 4 6.25 0.039063 185.07 0.0038 0.2813 8.533333333 10 7.2293 1.4175 4 6.25 0.039063 185.07 0.0038 0.2813 8.533333333 10 7.2293 1.4175 4 6.25 0.039063 185.07 0.0038 02813 8.533333333 Fooling Design: Soil Pressure (ps0 btu (Mit) d loc - bottom retnf Aslrcq Bar Spacing heel - top rchif Asjrcq Bar Spacing D3 Toe Wall Flcet 'roe Ilcel 1nrSiz (inches) t ^z,hxnu Ku Rholre (in ^3) (inches) Ku Rho lrc (in ^2) (inches) 5.5 234.07 403.6075 999,9667 15.822 1602,361 4 8.75 0.0766 021 0.0003 0.0263 r5 20.93 0.0008 0.0788 IS 5.83 563.92 637.8088 786,3318 32.046 368.4121 4 8.75 0.0766 0.42 0.0003 0.0263 IS 4,81 0.0003 0.0263 15 8.75 87.98 340.5114 1799.863 9.374 8044.65 4 8,75 0.0766 0.12 0,0003 0.0263 15 105.07 0.003 0.21 11.42857143 10 2466.2 2138.841 0 128.34 5703.577 5 8.6875 0.0755 1.70 0.0003 0.0261 15 75.57 0.002 02085 15 10 24662 2138.841 0 128,34 5103,577 5 8.6875 0.0755 1.70 0.0003 0.0261 Is 75.57 0.002 0,2083 I5 10 24662 2138.841 0 128.34 5703.577 5 8.6875 0.0755 1.70 0.0003 0.0261 IS 75.57 0,002 0.2085 15 10 2466.2 2138.841 0 128,34 5703.577 5 8.6875 0.0755 1.70 0.0003 0,0261 IS 75.57 0,002 02085 IS 10 24662 2138.841 0 128.34 5703.577 5 8,6875 0.0755 1,70 0.0003 0,0261 t5 75.57 0.002 02085 IS 10 2466.2 2138.841 0 128.34 5703,577 5 8.6875 0.0755 1.70 0.0003 0.0261 IS 75.57 0.002 0.2085 15 S ,Je.l\ H way; 3 Z W = UO to Cl W = J F- N LL, ua 0 U. 4 to _ d H W Z 1- O Z 1-• W UC) O CO; 0 ~_ WW 1" IU!"' U 0 .• Z W U= O H ,Z ' r MEMIMMM VISSER ENGINEERING CO. Project: 04 -120 Client: Rehabitat NW Calculation Shee Date: 1/12/05 Page: ! Title: Basement Retaining Wall 6 W U Q W= J NLL to 0 Na =w z W° W U� o — WW LL O wZ CO) OH Z MEMIMMM NEE 0 . �■�■■■■�IN loom ■. ENO .. - .. ... . © I IL M -- . _ No I �C1101000 1 1 1 ■■■. ®® .�■■ •IM NONE mommmmmmm ■ ■■■■ mmmoo■.�■. ■I■■��■. M.■■■■■ MIN . .. ■ . - ... ME ...■= = . �. ■ ..■ ■��.. , . , , �..��..... ■�.... ... ■■■■.mm, �M■■■■� ....��_..... :. ®�...� ■■■■■■ IMME�: ...... ■.■ �■■■■■■ . .:. - = .. m® ■■= �■■..■ "mm ■ ■■■■ EMME MOMMIN ON No ■C ■ . .:.. �M■. ..:. .. �:. . _ .. ■ ••::. :. ® �.::.. ■��:.■.■. .....: o n c �..... ■��... . ... ■.■�.■ ■■■ C... .■��..�. ■.■m■■■■. ONE ......��.... ■. ...�..�.�.■■■ W U Q W= J NLL to 0 Na =w z W° W U� o — WW LL O wZ CO) OH Z s Y I SSE R u EN GINEER ING I NCOMPLETE t,7'R#___i _' �0(-1-3cs FILEY r STRUCTURAL CALCULATIONS (LATERAL ONLY) REVIEWED FOR CODE COMPLIANCE Project: Rehabitat Lot #2 DEC 2 7 2904 Tukwila, Washington Project No.: 04 -120 C►r Of - 11 � Client: Rehabitat Northwest 5639 16` Ave SW Seattle, Washington 98106 q CITy OF T � By: Theron Thompson OC j Q 6 200 Mike Visser, P.E. PeRMf. Date: September 29, 2004 r` Z W J U. UO c W =. J � � W O L L CO D. = d �w Zo 2 U 0. O N o � w w F- LL z UN z D E A D L O A D L I V E L O A D Roof Load: Item: Uni t eight: Roof Sheathing - 1/2" plywood; 1. 5 s Roofing: 4.5 psf Roof Trusses @ 24" o.c.: 3.0 psf 5/8" Gypsum Wall Board: 2.8 psf Misc.: 5.2 psf 0.0 psf 0 ps" Floor Load: Item: Unit eig t: Floor Sheathing - 3/4" plywood: 2. T s 1 " Gyperete 0.0 psf Floor Joists at 16" o.c.: 3.0 psf 1 layers 5/8" Gypsum Wall Board: 2.8 psf Misc.: 3.1 psf Insulation 0.7 psf ps Roof Load: Snow Load: 25.0 psf Roof Slope: 4.5 in 12" Roof Slope = 20.556 degrees Rs = (S /40) - 1/2 = 0.125 psf /deg Design Snow Load: 24.93 psf Floor Load: Item: Unit Weight: Residential 40.0 psf psf psf psf psf psf 40.0 psf Project: 04 -120 Client: Rehabitat Lot #2 Date: 9/29/2004 Page: 1. Floor Sheathing - 3/4" plywood: 2.3 1" Gyperete 9.0 Floor Joists at 16" o.c.: 2.0 2 layers 5/8" Gypsum Wall Board: 5.6 Misc.: 3.4 Insulation: 0.7 Sprinklers: 0.0 z Z Z," J U" UO Ct) W =' J � CO L W O. U- ? S2 d =w z 1--0 z 1- 25 U O CO, C1 F=' w U LL z O Z t V 1 S S E R ProJecl: 04.120 nNe1NClnwr, Client: Rchabuatiot02 Calculation Shect Date: 9/29/2004 1 2E Page: / Z. t - 7- 1 Ti11c: Front Elevation 85 mph wind speed Exposure: Wind Analysis Surface IE Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method It 1 2 1 2E 3 Load Criteria: V: 85 mph wind speed Exposure: B -4; Building Geometry: L: 37 feet G _.,a3C1. , f B: 34 feet ( hfl: (1 feet from grade to first floor '',•_E r" 1. 11M 8 feet from grade In second floor hr: 17 feel from grade to roof cave e theta: 26.5651 degrees, roof pitch = 6 in 12 h: 21.1367 feet mean roof height from grade Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 -02 Table 6 -4, (p. 76) I: 1 Importance Factor, ASCE 7 -02 Table 6 -1, (p. 73) Kz a z =0: 0.7 Velocity Pressure Gxposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kzt: I Topographical Factor GCpC External Pressure Coefficients, ASCE 7 -02 Table 6 -10, (p. 56) GCpi: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) qz @ z =0: 11.01 psf= 0.00256 *Kz *Kzt *Kd *Velocity ^2'wlw qh: 11.01 psf =0 .00256 *Kh *Kzt *Kd *Velocity ^2 *lw p: Design Wind Pressures = q (GCpf - Gcpi) Surface Surface IE 1 I 1 2 1 2E 3 3E 4 4E 0.55 0.73 -0.10 -0.19 -0.45 -0.58 0.39 1 -0.53 GCpi: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) qz @ z =0: 11.01 psf= 0.00256 *Kz *Kzt *Kd *Velocity ^2'wlw qh: 11.01 psf =0 .00256 *Kh *Kzt *Kd *Velocity ^2 *lw p: Design Wind Pressures = q (GCpf - Gcpi) Surface 1 IE 2 2E 3 3ti 4 413 4.07 6.03 -3.07 -4.08 -6.90 -8.42 1 -6.28 1 -7.87 z 0 8 1 17 Buildina Forces: Location Pressure Area Pressure Surface Width Forcc /R angle Force Summary (plo Horizontal Vertical Windward IstFloor Kz = 0.70 1 l E 4.07 6.03 4 4 16.2879 24.1341 0 0 16.3 0.0 24.1 0.0 Windward 2nd Floor Kz = 0.70 1 1 E 4.08 6.04 8.5 8.5 34.641 51.3283 0 0 34.6 0.0 51.3 0.0 Windward FAve Kz = 0.70 l 2 1 E 2E 4.07 -3.07 6.03 -4.08 4.5 8.5 4.5 8.5 18.3239 - 26.1122 27.1509 - 34.6376 0 63.4349 Totals: 0 63.4349 Totals: 18.3 -11.7 0.0 -23.4 6.6 -23.4 27.2 -15.5 0.0 -31.0 11.7 -31.0 Ridge 2 3 -3.07 -6.90 8.5 8.5 - 26.1122 - 58.6681 63.4349 116.565 -11.7 26.2 -23.4 -52.5 Vwf 1, Iiw f I Vwfc 1, l'hvfc_1 Vwf 2, Hwf 2 Vwfe 2, I'Iwfe 2 Vwe, Hwe Vwce, 11wee General Horizontal Loads rer.isCE 7 -02 Uininuan (hind Load per IBC 1609.1.2 Roof Slrcar: 75.7 pIf 127.7 plf 2nd Floor: 89.1 plf 85.0 pif 1st Floor: 41.4 pIf 40.0 plf Z iH Z QQ JU UO CO W FW=- CO U.. WO LL Q CO) CY H W ZH H O. Z F- 2a U 0' O }- WW H U' LL O liJ Z, CO) F= _ O H, Z i �VISSEri . rr�;eet: o4 -lzo },• EN C. I N f.0 III NO a' s• Client: Relinbitnt Lot 112 Calculation Sheet Dale: 7/20/04 Title: Side Elevation rage: / • I. '2L Wind Analysis 1 1E 2 2E Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method If 4 4E 0.55 0.73 -0.10 -0.19 -0.45 Lond Criteria: V: 85 mph wind Speed Windward 2nd Floor Kz = 0.70 1 1 E Exposure: B 34.641 51.3283 0 0 34.6 0.0 51.3 0.0 Windward Eave Kz= 0.70 Building Geometry: L: 34 feet - i 3) J _ , '..Ij[ 1 r Oc B: 37 feel 27.2 -16.9 0.0 -33.7 10.3 -33.7 lift: 0 feet from grade to firs) doer " - 28.4163 - 63.8447 t?5� 10: R feet from grade In second floor -_:: hr: 17 feet from grade to roof cave , G -: -• ,a theta: 26.5651 degrees, roof pitch = 6 in 12 r,:..•t� h: 20.8013 feet swan roof height from gmdc Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 1: 1 Importance Factor, ASCE 7 -02 Table 6 -1, (p. 73) K•r. @ 7.=0: 0.7 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kzt: 1 Topographical Factor GCPE External Pressure Coefficients, ASCE 7 -02 Table 6 -10, (p. 56) Surface 1 1E 2 2E 3 3E 4 4E 0.55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 GCpi: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) gz(a)z =0: 11.01 psf= 0 .00256*Ka*ICzt *Kd *Velocity ^2 *lw qh: 11.01 psf =0. 0025(; *Kb *Kzt' "Kd *VelocityA2 *hv P: Design Wind Pressures = q (GCpf - Gcpi) Surface I IE 1 2 2E 3 1 3E 4 413 4.07. 1 6.03 1 -3.07 -4.08 -6.90 1 -8.42 -6.28 1 -7:87 Buildine Forces: Location Pressure Area Pressure Surface Width Force/ft angle Force Summary (pin Horizontal Vertical Windward IstFloor Kz = 0.70 1 I E 4.07 6.03 4 4 16.2879 24.1341 0 0 16.3 0.0 24.1 0.0 Windward 2nd Floor Kz = 0.70 1 1 E 4.08 6.04 8.5 8.5 34.641 51.3283 0 0 34.6 0.0 51.3 0.0 Windward Eave Kz= 0.70 1 2 1 E 2E 4.07 -3.07 6.03 -4.08 4.5 9.25 4.5 9.25 18.3239 - 28.4163 27.1509 - 37.6938 0 63.4349 Totals: 0 63.4349 Totals: 18.3 -12.7 0.0 -25.4 5.6 -25.4 27.2 -16.9 0.0 -33.7 10.3 -33.7 Ridge 2 3 -3.07 -6.90 9.25 9.25 - 28.4163 - 63.8447 63:1349 116.565 -12.7 28.6 -25.4 -57.1 Vwf 1, Flwf I Vwfc I, Hwfe I Vwf 2, Hwf 2 Vwfe 2, Ilwfc 2 Vwe, Hwe Vwcc, Flwce z 0 8 1 17 General horizontal Loads Per ASCE 7 -02 Minimum Wind Goad per IBC 1609.1.2 RoofSlicar: 78.3 plf 121.0 plf 2nd Floor: 91.5 plf 85.0 pif Isl Floor: 41.4 plf 40.0 plf W' UO Q WH N LL W O. U_ a. N d �_. W Z �.. 1- O ZE-: W � Q U O N- Q f' WW F- LL' O. W Z CO O Z Selsnft Loads Bcaring Walls Light -Gamed walls with plywood sheathing 6.5 {Rcf 2003 IBC_ and ASCE 7.02 4 65 0.02 Site Information Roof 20 psf Light - framed walls with steel sheets Site Location: Tukwila 3 4 Maximum Considered Earthquake, 5% Dampcd, at short periods, Ss: 1.25 Fa: 1.00 Stns: 1.25 Maximum Considered Earthquake, 5`%, Damped, at period of I second, 51: 0.5 Fv: 1.50 Sm I : 0.75 She Class: D 0.02 0.75 Floor 0 psf Light - framed walls with flat strap bracing 4 2 3.5 65 Sds. 0.83 g W.• 46.55 kips 598.81 Y.- 5.967 Id Shc: 0. 50 g 2.5 5 Sclamic L�5ip Car.: D Sp ecial reinforced masonry shear walls Building information 25 3.5 160 0.02 0.75 Building Framc Design 6 2 Seismic Force Resisting Systcm: 160 0.02 0.75 Catcgoty'D' Special reinforced concrete shear wills r ...,....,... �ri- ;n,.,, ;- R tV0 rd Height Limit Ct x x Bcaring Walls Light -Gamed walls with plywood sheathing 6.5 3 4 65 0.02 0.75 Roof 20 psf Light - framed walls with steel sheets 6 3 4 65 0.02 0.75 Floor 17 psf Light -Gamed walls with wallboard 2 2.5 2 35 0.02 0.75 Floor 0 psf Light - framed walls with flat strap bracing 4 2 3.5 65 0.02 0.75 W.• 46.55 kips 598.81 Y.- 5.967 Id Special reinforced concrete shear walls 5 2.5 5 160 0.02 0.75 Sp ecial reinforced masonry shear walls 5 25 3.5 160 0.02 0.75 Building Framc Special steel concentrically braced frames 6 2 5 160 0.02 0.75 Special reinforced concrete shear wills 6 2.5 5 160 0.02 0.75 Special reinforced mason shear walls 5.5 2.5 4 160 0.02 0.75 Moment Resisting Frames Special steel moment framts 8 3 5.5 No Limit 0.028 0.8 Intermediate steel moment frames 45 3 4 35 0.028 O.A Building Classification: liAt -b,=cd walls with plywwdshearhing Cs= Sdj1R = 0.128 hn: 17 feet Approximate Fundamental Period, Ta: 0.1674 seconds k: 1 Project. 04 -120 Client. Rchabitat Lot #2 Date: 9/29/2004 Page: Level Unit Weight Tributary Area Wx Story Height, hx Wh ^ k Cvx Fx vz Roof 20 psf 1258 sf 25.16 kips 17 feet 427.72 0.7143 4.261 Idps 4.262 kips Floor 17 psf 1258 sf 21.386 l ;ips 8 feet 171.09 0.2857 1.705 kips 5.967 kips Floor 0 psf 1258 sf 0 kips 0 feet 0 0 0 hips 5.967 A Yps W.• 46.55 kips 598.81 Y.- 5.967 Id Rrrl„nrin. I Lcvcl �r r -max I Ax rho -x I Z J U" 000 W W� U-' W U. J Q CO d = W Z �.. }- 0 Z �- 5. D 0 '0 (A. 0 f"' WW F- !6 0 W CO 0 ~ Z i t t V1 SS ER. 1 • Y•.4 F_NGINr-GRING Simple Beam Design Beam Number: :l. Beam Length: 20 feet With snow and no HD L O A D I N Project: 04 -120 Client: REI IABITAT LOT #2 Date: 9/29/2004 Page: Z • I Dead Load: Unit Weight Beg. trib width End trib width Roof: 1.7 psf 1.5 feet: 1.5 feet Floor: 12 psf 4.5 feet 9-.5 feet DLL = 0.247 DSI- = 0.213 DSI - +LL = 0.459 Location Reaction Wall beginning Wall ending Int. wall: 80 plf. 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: N Location Reaction 19 feet 0 pounds Beam # 1 4 feet 1453.5 pounds Beam # HD 11.5 feet 0 pounds Reactions Beam # HD 1.9 feet 0 pounds Live Load: Unit Weight Beg. Crib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Member Forces Snow Load: unit weight Beg. trib width End trib width 20730 t.- s. 4233 lbs. 28509.9 t.- s. 6272 lbs. Roof: 25 psf 1.5 feet 1.5 feet 650 psi 2,358 psi 240 psi 1,800,000 psi 2,712 psi 276 psi 1.,800,000 psi Beam Reactions: DLL = 0.247 DSI- = 0.213 DSI - +LL = 0.459 Location Reaction L/ 360 U 240 DTI- = 0.787 1.441.41. in. ^ 4 Beam # 1. 4 feet 2137.5 pounds P.T.; I N Beam # HD 11.5 feet 0 pounds Required N Braced @ Beam # HD 19 feet 0 pounds Bearing Reactions Dead Load Live Load Snow Load Total Length Beginning 2758 pounds 1.800 pours 2085 poun s 6643. ;1;99: in, End 1886 pounds 1.800 pounds 802.5 pounds 1 : : :44881 :1:35: in. Member Forces Dead +I -ive Dead +Live +Snow , Iaxinum Bending Moment: Maximum Shear: ' 20730 t.- s. 4233 lbs. 28509.9 t.- s. 6272 lbs. *Taken distanced' from sup port, subject t o NDS 3.4.3 Allowable Stresses Deflection (i Area, A = Cd = I Cd = 1.15 Modifiers DDL = 0.328 Bear g, perp to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi 2,712 psi 276 psi 1.,800,000 psi CF = 0.982716 CR = 1 Cftt = 1 Cl_ = 0.999845 DLL = 0.247 DSI- = 0.213 DSI - +LL = 0.459 Limit L/ 360 U 240 DTI- = 0.787 Required Section Properties Provided Section Properties Area, A = :34.08 in. 2 Area, A = 76.88 in, X 2 Sect. Mod., S = 126.16 in, ^ 3 Section Modulus, S = 192.1.9 in. ^ 3 Mom. of lner., 1 = 1,134,06 in. ^ 4 I = 1.441.41. in. ^ 4 Provide: - 5.125 x 15 Glu- lam,24F -V4 P.T.; I N Flat: N Repetitive: N Braced @ 0.'I ft spcing S W �QQ � J V 0 cf) CO LLI J= H In LL W O LL Q CO) �W Z H F— O. Z F— W UJ OC1 O F— W ~ I u' O Z W U =. O Z L4 M■ FA IN Ellis ism Project: 04 -120 Client: RE-IIABITAT LOT #2 Date: 9/29/2004 Page: -Z. t . Z Dead Load: Unit Weight ui V1 S S E R Roof: ENGINCERINC 1.5 feet 1.5 feet i Simple Beam Design 12 psf Beam Number: 1. i Beam Length: 20 feet. 0 pounds HD and Without snow L4 M■ FA IN Ellis ism Project: 04 -120 Client: RE-IIABITAT LOT #2 Date: 9/29/2004 Page: -Z. t . Z Dead Load: Unit Weight Beg, crib width End nib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet 4 feet 0 pounds Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: Snow Load Location Reaction Beam # 1. 4 feet 1453.5 pounds 5284 Beam # HD 11.5 feet 0 pounds 1800 pounds Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # .1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds N Snow Load: Roof: G Beam Reactions: unit weight Beg. trib width End nib width Dcad +Live +Snow 0 psf 1.5 feet 1.5 feet Cd = 1.6 Modifiers Location Reaction 650 psi 2,358 psi 240 psi 1,800,000 psi Beam # 1. 4 feet 0 pounds Limit Beam # HD 11.5 feet 1936 pounds Required Beam # HD 19 feet -1936 pounds Bearing Dead Load Live Load Snow Load Total Length 2758 pounds 1800 pours 726 pours 5284 :a59 1886 pounds 1800 pounds -726 pounds 2960 0.89= in. i Reactions BeginninE, D End IEI M r Provide: - 5.125 x 1.5 Glu- lam,24F -V4 P.T.: N Flat: N Repetitive: N I Braced @ 0 .1 1 ft spcing Member Forces Dead +Live Dcad +Live +Snow Maxinum Bending Motnent: Maximum Shear:' 20730 t.- s. 4233 lbs. 28134.3 It.- s, 4959 lbs. :'Taken distanced' frotn surmort, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) . 26.46 in. 2 Area, A = Cd = 1 Cd = 1.6 Modifiers DDL = 0.3 28 Bear g, perp to grain Bending, Fb Shear, Fv Elasticity, 1 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1,800,000 psi CF = 0.982716 CR = 1 Cfu = l CL = 0.999845 DLL = 0.247 DSL = 0.174 DSL +LL = 0.422 Limit L/ 360 U 240 = 0.749 Required Section Properties Provided Section Properties Area, A = . 26.46 in. 2 Area, A = 76.88 in. 2 Scct. Mod., S = .105.49. in.'s 3 Section Modulus, S = 1.92.19 in.'s 3 Mom. of Iner., I = : 1.;079.16 in '4 I = 1441.41 in. " 4 2 W. 0 (n o. W= J H CO U WO U - N LU 1-- O Z F— m a U� ON 0 h- WW 3: ~ O .. Z. W CO O Z ;i VISSER yi•� ° � ENGINr_rRING Simple Beam Design Beam Number: 1 Beam Length: 20 feet Reversed HD and no snow I f L i S O A Project: 04 -1.20 Client: REHABITAT LOT #2 Date: 9/29/2004 Page: z. c � Dead Load: Unit Weight Beg. crib width End Crib width Roof: 17 psf :1.5 feet 1.5 feet I'loor: 12 psf 4.5 Feet 4.5 feet Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: Location Reaction Beam # 1 4 feet 1.453.5 pounds Beam # HD 11.5 feet 0 pounds Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds N _ Snow Load: unit weight Roof: 0 psf { G Beam Reactions: D E S Beam # 1 Beam # HD Beam # HD Reactions Dead Load Beginning� 2758 pot; End 1886 poL trib width End trib width 1.5 feet 1.5 feet Location Reaction 4 feet 0 pounds 11.5 feet -1936 pounds Requirec 1.9 feet 1936 pounds Bearing Live Load Snow Load Total Length 1.800 pounds -726 poun s >3832 JJ5 %in. 1.800 pounds 726 pounds '4412 a.;32 in. Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:'" 20730 It.-lbs. 4233 lbs. 14871.1 ft.-lbs. 4087 lbs. "'Taken distance'd' from sunnort. subiect. to NDS 3.43 z Q SZ ` W Wes• UO. ND N W. H Cl) is WO LL Q CO = �W Z F- ZO W �O O N O H WW H� LL Z CO z Allowable Stresses Deflection (in.) Cd = 1 Cd = 1.6 Modifiers DDI_ = 0.328 z Q SZ ` W Wes• UO. ND N W. H Cl) is WO LL Q CO = �W Z F- ZO W �O O N O H WW H� LL Z CO z L O A D I N G D L S Project: 04 -1.20 Client: REHABITAT LOT #2 Date: 9/29/2004 Page: 7 _ ( Ll Dead Load: Unit Weight �± ENO INetRINO Roof: ......... ..I ......................... Simple Beam Design 1.5 feet Beam Number: 1 12 psf Beam Length: 20 feet 4.5 feet HD with snow L O A D I N G D L S Project: 04 -1.20 Client: REHABITAT LOT #2 Date: 9/29/2004 Page: 7 _ ( Ll Dead Load: Unit Weight Beg, trip width End trib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet. 4.5 feet Beam # 1 Wall beginning Wail ending 1 wall: 80 plf 0 Feet. 0 feet Ext. wail: 80 plf 0 feet 20 feet Beam Reactions: Dead Load Location Reaction Snow Load Beam # 1 4 feet 1.453.5 pounds 2758 pounds Bcam # HD 11.5 feet 0 pounds 7369 Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: L ocation Reaction Beam # 1. Beam # HD Beam # HD f feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Load: unit weight Beg. trib Mdth End trib width Maxinum Bending Moment.: Maximum Shear:* Roof.: 25 psf 1.5 feet 1.5 feet DDL = 0.328 Reactions: Location Reaction Beam # 1 4 feet 2137.5 pounds Beam # HD 11.5 feet 1.936 pounds Requirec Beam # HD 19 feet -1936 pounds Bearing Reactions Dead Load Live Load Snow Load Total Length Beginning 2758 pounds 1800 pours 2811 pours 7369 2.21., in. End 1886 pounds 1.800 pounds 76.5 pounds 3762 1.13. in. Member F Dcad +Live Dead +l -ive +Snow Maxinum Bending Moment.: Maximum Shear:* 20730 t.- s. 4233 lbs. 35087.5 t.- s. 6998 Ibs. 'kTaken distancc'cl' from support, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) I Cd = 1 1 Cd = 1.6 Modifiers DDL = 0.328 Z Z �QQ W Wes. UO ND J 7- U. WO 2 Q 9 CO M. =d . F. W Z� F— O. Z F- W U O N. O t— =U lL O: t1J Z U =. O Z VISSER Unit Weigh Be g. trib width Ent GINEL•RING Roo[: 17 psi Simple Beam Design L Beam Number: .l 12 psi- Beam Length: 20 Feet 4.5 feet Reversed lID with snow Project: 04 -1.20 Client: REHABITAT LOT #2 Date: 9/29/2004 Page: Z.I - S Dead Load: Unit Weigh Be g. trib width End Crib width Roo[: 17 psi 1.5 feet L Floor: 12 psi- 4.5 feet 4.5 feet DLL = 0.247 DSL = 0.048 DSL +LL = 0.286 O Wall beginning Wall ending Int. wall: 80 PH 0 feet A Ext, wall: 80 PH D 20 feet Beam Reactions: I Braced @ Location Reaction Beam # 1 4 feet I Beam # HD 11..5 feet 0 pounds Beam # HD 19 feet Project: 04 -1.20 Client: REHABITAT LOT #2 Date: 9/29/2004 Page: Z.I - S Dead Load: Unit Weigh Be g. trib width End Crib width Roo[: 17 psi 1.5 feet 1.5 feet Floor: 12 psi- 4.5 feet 4.5 feet DLL = 0.247 DSL = 0.048 DSL +LL = 0.286 Beam # 1 Beam # HD Beam # HD Wall beginning Wall ending Int. wall: 80 PH 0 feet 0 [ect Ext, wall: 80 PH 0 feet: 20 feet Beam Reactions: I Braced @ Location Reaction Beam # 1 4 feet 1453.5 pounds Beam # HD 11..5 feet 0 pounds Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: 650 psi 2,358 psi 240 psi 1,800,000 psi Location Reaction DLL = 0.247 DSL = 0.048 DSL +LL = 0.286 Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds N Snow Load: Roof: G Beam Reactions: " �E S P l� Reactions BeginninE End unit weight Beg. Crib width End trib width 25 psf 1.5 feet 1.5 feet Location Reaction Beam # 1. 4 feet 2137.5 pounds Beam # HD 11.5 feet -1936 pounds Beam # HD 19 feet 1936 pounds Dead Load Live Load Snow Load 2758 pounds 1.800 pounds 1359 pounc 1886 pounds 1800 pounds 1.528.5 pounc Member Forces Dead +Live Dead +Live +Snow M -minum Bending Moment: Maximum Shear:* 20730 It.- bs. 4233 lbs. 23328.3 t.- s. 5546 lbs. *Taken distanced' from suonort, subiect to NDS 3.4.3 Bearing Total Length 15917 :1:78. in. .521" .:1:57 in. Allowable Stresses Deflection (in.) Provided Section Properties Cd = .i Cd = l.6 Modifiers DDL = 0.328 Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, El 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CI- = 0.999845 DLL = 0.247 DSL = 0.048 DSL +LL = 0.286 Limit L/ 360 L/ 240 DTL = 0.6:f4 Z '~ W W � . UO. moo W = J �— N U- WO 2� J LL N _.. W F— O Z 1— UJ U� O N. CI H WW HC LL O W Z U= O H Z Required Section Properties Provided Section Properties Area, A = Sect. Mod., S = Mom. of Iner., 1 = 26.46 in. 2 .105.49 in. ^ 3 884,83 in. ^ 4 Area, A = Section Modulus, S = 1 = 76.88 in. 2 192.19 in. ^ 3 1441.41 in. ^ 4 Provide: - 5.125 x 15 Glu- 1am,24P-v4 P.T.: I N Flat: I N I Repetitive: N I Braced @ 0.1 1 ft spcing Z '~ W W � . UO. moo W = J �— N U- WO 2� J LL N _.. W F— O Z 1— UJ U� O N. CI H WW HC LL O W Z U= O H Z ta- oN n l z N 11 v M I '� N V`J V r• v 7 9 Ste- Vr UPPER FLOOR 5HEAR WALL PLAN W =r-w 4 TiE LA c FOR A FMXR CR A ROOF S DESIGN ROOF rizl rte TO P 5. TiE ROOF Diw s �4TrfIhG..L 17 W 8d CO+R-iG b. Tire FLOOR OL h RATED SFcAT} s W 10d CV-V4 I TO 515 R-W ARE P0I6A7= 3. R7 TO is a. HG_DOhY ARK flNGrW1145 57 PER 7ISL31 f ARE To DE Ul GONGR✓FT'c F s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. V-= Zv53 LEGEND: !4 X X_ I 0 X 0 ry Lnf -a• s 17 � h Xl s v C vv s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. V-= Zv53 I _z 4. IiE LArLROL FOR A FLOOR OR A RC-OA S Dew P_ocF A53M!0 TO E 5. litE RC6rF DiA %ENVIN6. N. IV ad C4MV, b. THE FLOOR DL RATED 5FEAT W Lod col m R 'm UPPER FLOOR SHEAR WALL PLAN PJIA I IN 4 46 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE To THE QUALITY, O, F THE .- DOC UMENT. 7. REFER TO brzx APZ W,,rAT= 6. TO IrV_ DNJaDINi� 57F cR WEL31 AR TO ac INE cow,Rmr Fct LEGEND: r% x X. I =nx-j `Z' CL L.E6Eqp: S N a k N 0 M �1 � N N N <�:] E�> MAIN FLOOR LATERAL PLAN 14' -11.01 4. r= LAT :C'L rcrt Ktt) iM =TM ICP n R�RS TO NTJMC E FOR A FLOOR 5TR Z rLRE "I A 6Y.. x RS:E;S TO AL19M OR A F-OT SYSTEM WFORTW6 THE D.�.,'I6N4ttGNS DE51614 FLOOR DEAD LOAD A.W ROF EemORFF.ADEZ- SSKED TO BE 11 Pr. 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Caf AID NAII.RI6 FEZ T. _ 5 L R7"'EQS TO TI =- La6" It ZATE5 EXTENT tAX 4EAr0% AWrr R& 50ERLE CH 5F= 51; TMME55 AND Alk&CF Rzrai�w. OWRR46M TYPE - sz V ON 512 FOR SFECIFIC N C STRAPFER D.ZA6 CO f LOAD[ x I IN IMM FRO✓tSE it L CEFRN 5 J015T k eXER OR 5rr w x rr0hCATo SMOCK arr V E F w tr zqz `� 0 MAIN FLOOR LATERAL PLAN 4 1 =1 1 -0 1 MIN1111 5FM FIEP IN TrE 6M 5 4- T.-= LATZER& FORGE 5TStc FOR A FLOOR STIWTIJ;E JVH A 6YPIC OR A POT 5YBTEM V-PPORTiN ME F �16H FLOOR DEAD LOAD XV FDDF ASSA-W TO BE Fl FW- S. TfE ROOF WPrRAGH WALL BE I V IN SEE r �rrflN6. NAIL - rfR 9L1=RA6M 5ai W 8d CLV. 5ON NA LS UJILO. b. -.,- FLOOR OIAPIWA6 -9VJ-L -=E VT RAmM9EATHNGm NAJL PER DVPl=tk N iod C*MN "L5 MO. I REFER TO bi5L3J FOR CaBLE TOP FPS STALL LAE NALED Uil--6 MERNE Fl. ARE DOZATED ON TEE FLAN 111 Tr-=Il B. ;BFER TO 1a3J FOR MCA-' CORKE 9. 85WCi16 ARE INDICATED IN 'rrE-: . (IN=M STRAPS) FROM POST TO FV r PERW , 31 1 i0 aWM6 TO AM) BEA AFC- TO BE INSTALLED IM DEW- M5 Mk-RM FOLWA710 9iA-lf FE %TA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN HE QUALITY OF THE DOCUMENT. THIS NOT DVET0T- W - ER5 TO NA -ZEM, f% x x R-I�rt TO ALMASM VE516HATM ,Xj MkM OR iEADER - 5E P05T OR cou w - 5E-Z RZFER5 TO P05T TYR n c inzI iYPF- x$.R59R5TO llo POST OR COL" LXA rr=_ " LVAL c-4-1" A 6009 - -m - kR KALL IW. Mn , LL 9-iOM n 95'ECIf W-e AND NkLW FOR T*rE 5 L REFERS To rrE LDW INVICATE5 EKrcNT (AND BiE-ATHNS AWa Rff Sa-=E;L ON 9% S4- TrOrWE55 Ah0 AWOF DIAP=tA514 TyF - 04 SU, I-f 4 5TRArPED ORM CCNM ✓ x. REFOOZEE x, 16M 5T- LOAD x IN Kl,%. XGXX 1N WE5 SECTION W, V NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN HE QUALITY OF THE DOCUMENT. THIS NOT DVET0T- l 4�1 U i � � i�C ?'1 is UPPER FLOOR 5HEAR WALL PLAN WO NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS N OTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4. TrE LATE—Zil FC,'Z A FLCO- CR A ROOF S VE516H FLOO A591-:0 TO E 5. 'rrE ROOF PIA IfEATHIM. 9 ad co" b. T FE FLOOR OL RATE SFEATI 'IV lod coNm T qa TO 6a - 6ML l W. ARE NVICATE 3. R To tr4 4. FOLOOK6 AR AwlUV46 BT. ARE TO K M LEHNIP ^.X X V, 4. lc L XM? FOR A FLOOR OR A ROOF 5 DctEN FLOOF ASWED 5. TFt ROOF DIA 5_AMN6. Z W( 3d GOWIOI 6. T'rE FIAOR OL RATED -a+* AIl w IOdCZ.4/- I REFER TObr5� $rlALL EB Wdl ARE DOIOATE 3. Rcrc�2i TO I - 3. iiO1..COh15 AR OtGtL*JI."S STf ' PER lr=L31 I ARE TO BE M CoN RcT Fa LEGEi P: �i fns f.' lnc=x' V F x rxx UPPER FLOOR SHEAR WALL PLAN AN -s v s r w C -i x n• MINF1l45 `s'EGIi1E? IN it= 6F?�L 5 4. rrE ! AMVL rORCZ R;51S 6 5YWal FOR A ROR 5TRZTM"A &YPO CR A POOF 3Y5TL4 5LF°. OWNS TILE F VEIGH RD(R DEAD LOAD AND ROOF AS9UMD TO BE IT r �F. 5. -=- ROOr DI RRA&M SNA! L BE Fe N 5EADW6. NAIL FER DIAPWR -M SGM W !d CaW4 NAILS U.N.O. 6. rRE FLOOR DIAPFSZAC-M 51A BE VT RATED =2r Arriw&. m- F52 DIAFTRRk w lod C.Ok'."ON NAILS U-Ko. T. Rs:ER TO 61A3J FOR DC ME TOP PLC 'TWU M QED n55 Oi'.£WYL7, k ARE WCATED OR TrE FLAN Krri rrBl B. R7 TO IaBJ FOR rtmcAL CCRtC. 4. fiO CM ARE IVICATM IN TIE POST OW,LlDU6 STRAP$) FR,^N F'05T TO F0: PER lr:A 31 NO-WMG TO MCI? NA A9: TO BE U5TA FER GETtVL M COZZI; E FUWATICN 9,1_1L v IN5T: d d MAIN FLOOR LATERAL PLAN 4 ' =1'-O' 1NOTICE: IF THE DOCUMENT IN THIS FRAME IS F THE LES DOCUMENT N THIS NOTICE IT IS DUE TO THE. QUALITY 0 LEE -649: n R -E TO NA MC. . 4 x x REFERS TO ALFNABM DE5I6NAT106 x i J BEAM OR fzADER - 5E POST OR COWIN - 5 n REFEG TO POST TYP: TYPE. xr RE R5 TO TC Cc`C YAT70N ONLY. Q POST CR W-DI T LCCA TIME PLAN LEVE_ S'r.OPN Aw 95 fAR KALL IF44 n\ s'yF1 `�iOYt1 n 4'EGIF W " AD NAiLM FER ME 5 L REFSZ5 TOTreMEW MIC,Ar:5 EXME NO %EATH11%A50% REF - - 5CF=UZ C N _%F_ET 5L' J THIC - Pa5 AND Al:C a _V RcOJl.�1ra F DIAPFRA,M TYPE - SEE ON 512 FOR 5PW FZ N 5TRAr°ED DRAG COW x, MIN& 5Ti LOAD[ x ) IN KIPS. PROM FE FULL DEPRI 5 .1015 FEVEPEA Ott 5v v WIGATES 5Er7I.N OT vJ 1NOTICE: IF THE DOCUMENT IN THIS FRAME IS F THE LES DOCUMENT N THIS NOTICE IT IS DUE TO THE. QUALITY 0 1 3 L MAIN FLOOR LATERAL PLAN 4 , 4 - 4 . e MItr7MLf5 `�cIFIED 14 Tt= 6�'PL 4. fc LArj X FORLE rr—lbTIN5 55T? FOR A BOOR STRLL'TLn KrA A 6YPc x R TO Al FHA ZI OR A ROLE SYSTEM VYPORTIN6 Ts F DE96H RWR DEAD LOAD NV ROCr A 9UKED TO W Il 5_ TE RocF DIAlH?A6M 5`L;1L EE %s LY %EATHUG RAIL PER DWIm A6M SCH lU 5d =4 4M NAILS U,'l0. 5. Trs P..00R DL'FFtL' H SNAL L BE ?i T RATED S-7-ATNIN6. N -L PER DV,9;RAc W 10d COMMON MS UND. 1. REEK TO or-.31 FOR DDEI'c TIC? PLr SiAL L EE AA, LED W -1555 OTrIE -RA C R ARE 14D'LATM ON T� FLA4 KITH DEV 3. ;SrBtc TO W3J FOR tYr1LAL CCR.`c 4. H3 ARE I%VICAiM IN 1HE P051 Q4cLUDUI6 STRA°5) FnM P05T TO M �_ffL fCM n SFELG PR 'W.31 HOLDCMG TO 0000 EEA = -t t ARE TO HE L FR DETAL f V5 CChZTc FOIWATICN EVAI —I BE IN—ji t 1 3 L MAIN FLOOR LATERAL PLAN 4 , 4 - 4 . LGEND: n Rff=%TO N.i-ER10 _ R x x R TO Al FHA ZI FF.516N4TiGt6 x % BEM OR f"_ADR -5= POST OR COL" - Ea =x n FMTERS TO POST TY= TYPE x$ RETR5 TO TC U•FOR•.ATI04 GNLY F05T OR CCLLMN LCCA Trr FLAN LEVEL Swl" Yf00D Ji-'AR KALL IM nt �_ffL fCM n SFELG = -t t AND NAUl;5 PR DE 5 L REFRS TO TT_ L.WS' ml lc.AT E.VFENT (AV _feATHN5 AWlrE- R& -- 5CH PI-F ON -9= 5L: ' THCQaS AND A: GNCF v f. DIA92VM TYPE - 5a 04 SL FOR SF- N STRAFFED DRA6 COW .R�c F X. UUNS STF LOAD[ x I IN KIPS. p S D15T?c43R OR 5V INDICATES zcTICN CL7 v � o 'C, ±x� GNCI NE ER I N C. tj•,�. Shear Wall Design I } Wind Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: 3.3 � Wall # 1 Length = 24.50 feet feet 1� Lower East Upper West Height = 8.00 feet Lateral Load: R oof: 2171 lbs. + 0 lbs. = 2171 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 2171 lbs. Wall Design: S hear Stress = V/L = 89 p . Overturning Moment = VH = 17368 ft-lbs. Uplift = VII /L = 709 lbs. + 0 lbs. = 709 lbs. Provide Number 1 shear panel. Wall # 21 Length = 28.00 feet feet 1� Lower East Lower:West Height = 8.00 feet L ateral Load: R oof. , 2171 lbs. + 0 lbs, = 2171 lbs. Floor: 1909 lbs. + 0 lbs. = 1909 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 4080 lbs. Wall Design: hear 6 tress = = 146 pit. Overturning Moment = VH = 32640 ft -lbs. Uplift = VH /L = 1166 lbs. + 0 tbs. = 1166 lbs. Provide Number 1 shear panel. Wall # 31 Length = 28.00 feet feet 1� Lower East Upper East Height = 8.00 feet Lateral Load: R 001 7 .. 2171 lbs. + 0 lbs. = 2171 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 2171 tbs. Wall Design: Shear Stress = = 78 p t. Overturning Moment = VH = 17368 ft -lbs. Uplift = VH /L = 620 lbs. + 0 lbs. = 620 lbs. Provide Number 1 shear panel. Wall # 4 Length = 22.00 feet 1� Lower East Height = 8.00 feet ST4 321 HD2A i MST48 P, S -Ju��� e�, _LSTH• D '��LS 3 ?- d ST48 ' Z = Z'. �w Q 2; JU U O' J H LL WO J LL D N O F w Z H F-- O Z N-_ 5 U� O N � I— ww LL —0 ui Z co O Z V 1,q S E R ■+ E N G I N E E R I N G Shear Wall Design Wind Wall # 1,51 Length = 8.50 feet feet Upper North IIeight = 8.00 feet 8.00 feet Lateral Load: Lateral Load: Root'. 2057 lbs. + U tbs. _ 2057 tbs. Floor: lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Ibs. Floor: 0 lbs. + 2057 lbs. Wall Design: lbs. S hear Stress = V/L = 242 p t. Wall Design: Overturning Moment = VII = 16456 ft -lbs. Uplift = VHIL = 1936 lbs. + 0 lbs. = 1936 lbs. Provide Number 2 shear panel. ft -lbs. Wall # 61 Length = 7.00 feet feet Lower North Height = 8.00 feet 8.00 feet L ateral Load: Lateral Load: R oof - . 2057 tbs. + 0 tbs. _ 2057 tb s. Floor: 1862 tbs. + 0 Ibs. = 1862 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 tbs. + 0 lbs. = 0 lbs. Ibs. Floor: 0 lbs. + 3919 tbs. Wall Design: lbs. Shear Stress = V/L = 6 p t. Wall Design: Overturning Moment = VII = 31352 ft -lbs. Uplift = VH /L = 4479 tbs. + 0 lbs. = 4479 lbs. Provide Number 4 shear panel. ft -lbs. Wall # 71 Length = 23.50 feet feet Upper South Height = 8.00 feet 8.00 feet L ateral L oad : Lateral Load: R oof 2057 tbs. + 0 tbs. _ 2057 s. Floor: lbs. + 0 lbs. = 0 lbs. Floor: 0 tbs. d- 0 lbs. = 0 tbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Ibs. Floor: 0 lbs. + 2057 lbs. Wall Design: lbs. Shear Stress = V/L = 88 plf. Wall Design: Overturning Moment = WI = 16456 ft -lbs. Uplift = VH /L = 700 lbs. + 0 lbs. = 700 lbs. Provide Number 1 shear panel. ft -lbs. Wall # 81 Length = 12.20 feet Lower South Height = 8.00 feet Lateral Load: Roof 2057 lbs. + 0 lbs. = 2057 lbs. Floor: 1862 IVs. + 0 tbs, = 1862 lbs. Floor: 0 Ibs. + 0 lbs. = 0 Ibs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 3919 Ibs. Wall Design: Shear Stress = V/L = 321 pl F. Overtuming Moment = VH = 31352 ft -lbs. Uplift = VH/L = 2570 lbs. + 700 tbs. := 3270 lbs. Provide Number 2 shear panel. di I 1 i c i i l ST48 3Z b H MST72 HD8A 3 � Y' HD MST60 3 2 •F i Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: '� .3.7- zz it- Z . tY �' JU UO V) o W= J H CO U- W O J U- �D = z F— O z E- W 5 O N. OH WW H �O ..z W O F- z 79-26 -SS 15e70�� / 0043 9004240603 15 ; I � i 5860603 / 261320 / / 0042 \ OSTO A C RDE r% 102366.45 ow 9i pb 41900 #s tt ,roaL� IoN 7 o\ 003.5 \ �� JAI L O n \� 1 2�O TRAI 1215045 ZGO s, 1oe90a5 0048 VOL !8300 +s 0051 as . 9 0053 o SA 7700,!5 4 I 695 LOT • 3 I 0 I 7 6 4�0 3, 2 1.0 • ' po • •9 � L 6668.1 � �9 -GD roc oo , 0060 CO23 •d3' p )•' 300 1 r, 7200 \,/ - �` 1 1200 # s C 72001 , - I 0065 ^•�. 9 . 95 0046 0030 ` � I ,�^ \ 1 .�'• � 9600 *s ` j ZO 13300.45 20640#5 152004 PA EL 9 ` ' om M cp .. 13 • 692 � u 0 0021 19p A -20 �t 1 10001e Tu SLA 1545 0iis 0031 � ^ 32.45 ,`�. 0flb N OS82 � 78 5'4 0 U \2� O Q774 PARCEL AZOO ? " { 7500.4 om / om , L PARCEL C�'r, 9 J� . 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Y I co to - - - - -- -- - _!36:56- - -- -0-- I ^oo ° Z �_- Z �W 2 L UQ W= N LL WD L L W Z X WO W U N o�- WW W Z U= o ~ Z a j ail ti I 1 r Rehabitat Northwest, Inc. - (206) 932 -7355 Tukwila Lot 2 -135XX Macadam Road South Tukwila, WA INCOMPLETE SCALE: 1"- 20' DATE: 812412004 DRAWN BY: SPD REVISED APPROVED DRAWINOa 2004 -012 Z i~ Z W. QQ � Wes• U (0 C3 J x N LL WO L L XW ZP H- O Z h- W U� O N Q 1-- WW F- u. O ill Z U= O Z Ln NO FOOTINGS OF STRUCTURES (INCLUDING OTHER NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. ROCKERIES) i - MIN, 16' 2 O( R FLA TTER) 1 4' MAX. HEIGHT 6 — FREE - DRAINING BACKFILL: MIN. 12' WIDE LAYER OF 2•-4' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1' DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE: MIN. 2' GRAVEL UNDER PIPE. 12' WIDE MIN. 4' DIAMETER PERF. PVC, SOR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET: PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) NON - SHRINK GROUT I I I 4• DIAMETER GALVANIZED (MOUND TO DRAIN) 17' /- STEEL SLEEVE SEE ABOVE FOR ROCKERY DETAILS 4• PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT, VIEW FACING ROCKERY AND OUTLET PIPE a • 12' NOTES: 1' MIN. • 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW, • ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LS 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE ROCKERY & SIDEWALK t Ckv Of WI SAFETY RAIL SHEET RS -05 ° T lI kwi l " REVISION 91: 08.03 shoe APPROVAL: B SHELTON I i Z W � D UQ co co w J H co U WO 2 LL Q co n _ d F W Z = F- ZF- W Ua co 0 W F- U- 0 z ui co Z I' MIN. d' CA CH BASIN / \/ / \\ OR DAYLIGHT / TO DITCH UNDISTURBED OUTLET PIPE SOIL 2' DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT-DIP GALVANIZED, ASTMA 3. 12' ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING 12' WITH SLIP FIT EXPANSION JOINTS. FREE - DRAINING BACKFILL: MIN. 12' WIDE LAYER OF 2•-4' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1' DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE: MIN. 2' GRAVEL UNDER PIPE. 12' WIDE MIN. 4' DIAMETER PERF. PVC, SOR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET: PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) NON - SHRINK GROUT I I I 4• DIAMETER GALVANIZED (MOUND TO DRAIN) 17' /- STEEL SLEEVE SEE ABOVE FOR ROCKERY DETAILS 4• PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT, VIEW FACING ROCKERY AND OUTLET PIPE a • 12' NOTES: 1' MIN. • 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW, • ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LS 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE ROCKERY & SIDEWALK t Ckv Of WI SAFETY RAIL SHEET RS -05 ° T lI kwi l " REVISION 91: 08.03 shoe APPROVAL: B SHELTON I i Z W � D UQ co co w J H co U WO 2 LL Q co n _ d F W Z = F- ZF- W Ua co 0 W F- U- 0 z ui co Z .4qo awnlon '4qo Z5 awnlon «8b u }daQ «9£ 416ua- «t'Z ialawe!Q ; 1181� gjdaa #H1l ,IZL glBua NO 1 0 3 j'Z Jajawe!Q eajy sno!naa wl 10 ' s 000 Z a eueW of IIaM Aia a31N30 tlwa3d ME €Z viumm ao Iwo a3/U3D3k! 'UIW � IF uiul � posdo 1 1 N01133 fm Ama )iool8 useldS I Nook ulel(] pagseM "c - z/ � ul!m pall!i I X '9 X 'Z eaay sno!nuadwl 10 - }}bs 000' � abeuew of IIaM tiQ 'UIW I o!age� aa�ll� ad!d Ond TIP J UN 1 Ond padde0 „L WAA aloH 10 aaW90 NJB N 0 3G ��3. �� i+�G�iT'l.L` 'fS..� ....,..1 u1se8 uole0 oS ysa" au! j 4 MOIJ o 3' `S Moljj9n0 fl i0 1nodsumoQ joo�j H NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME ( 7— PERMIT # • IR S ip If you do not provide contractor bids or an engineer's estimate with your permit application, . Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 3 APPLICATION BASE FEE Enter total construction cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C 2 0% of amount over $100 000 250 ) but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE B +C +D 5. GRADING Plan Review and Permit Fees $ CPS. 5`0 (5) Enter total excavation volume 1?e cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE clv� Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, F PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. 1/Ed "KWf 2004. V7"ER TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ a The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 5/5 W11 z i� '~ w JU 00 C0 LLJ J Vw w 9Ei L? cf) a =w z i ... w� U� C0 off W W L O ..z w U CO) P: C , O z r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay ad lust estimated fe 6. Permit Issuance /Inspection Fee (B +C +D) (6) 7. Pavement Mitigation Fee $_ r (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on -the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7 .$5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 �1 8. GRADING Permit Review Fee $ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1" 100 CY plus $17.50 for each additional 100 or fraction t hereof. 1,001 - 10,000 $194.50 for 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised *03.18.03 Revised 05.13.03 Revised 06.07.04 z �z �W oC 2 u� D U to 0 C0 W WO L¢ c �. T �_W z WO W U O- o r_ W F_ F O z. U— O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ '� (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ 2 �'� a ✓ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 3 Revised 03.18.03 Revised 05,13.03 Revised 06.07.04 z z WU UO W COL w O J LL Q S2 d = w Z �- zo w LLJ � o U CO .O C H w W. U_ ui z U =: O z . Q :0 M February 28, 2005 Mr. Chad Detwiller 5639 10 Avenue SW Seattle, WA 98106 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to REVISION #2 Development Permit Application Number D04 -315 Rehabitat Northwest — Lot 2 - 13546 Macadam Road South Dear Chad: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician encl xc: File No. D04 - 315 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z w JU UO to o co w w = to u. w 2� LL Q �D = C% �w Z �_O z�_ U� O � 01-- w w. u" O ui Z U- O Z M Building Division Review Memo ;H W . Date: February 25, 2005 Project Name: Rehabitat Northwest Lot 2 00 Permit #: D04 -315 D w Plan Review: Allen Johannessen, Plans Examiner W i CO) U- w O A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, LL a specifications and /or other applicable documentation. C a =w 1. Provide details of the concrete porch where sets on top of the concrete columns indicated z in the revision # (2). 0 2. Show detail of the steel reinforcing bar (R. B.) layout, how the steel ties together, show z g f' how (R. B.) connected porch to the foundation and concrete piers. o O— o F- Should there be questions concerning the above requirements, contact the Building Division at H v Ui 206 -431 -3670. No further comments at this time. 0 „ Z w CO O Z 0 Page 1 e 6'�W O = `' a J® City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 8, 2004 Mr. Chad Detwiller 5639 16 "' Avenue South Seattle, Washington 98106 RE: CORRECTION LETTER #3 Development Permit Application Number D04 -315 Rehabitat Northwest, Inc. — Lot 2 —13545 Macadam Road South Dear Chad: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire, Public Works and Planning Departments have no comment. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions with, regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu"I the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -315 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Z Z . � QQ 2 J V U y0 J = H N LL w L¢ U� V t- _ 1 ZO W w DO O- � H ww ~ H �O w Z UN O !— Z 5. Site plan notes in general, especially the grade elevations are not legible (need larger font size). Same situation with some notes on pages A 4 & A 5 details. On the General notes page A 6, shall indicate "All the requirements of the 2003 IBC" (2004 is shown). 6. Page A 2 "Hold down legend" is not consistent with the plan RE: STHD14 & STHD8. The hold -downs also need to reflect or be consistent with the engineer specifications. Same with any strap hardware. Show straps on plans consistent with engineer specifications. 7. Page A 41-eft Elevation views shows extra window not consistent with A 3 plan layout. Also North Elevation windows differ from Main Floor plan. Make sure windows are consistent with the window schedule and calculations. Show a door schedule on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: December 2, 2004 D . Project Name: Rehabitat Northwest Lot 2 0 0 Permit #: D04 -315 ° Plan Review: Allen Johannessen, Plans Examiner CO ;+ w A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, a specifications and /or other applicable documentation. d 1. Shear wall specifications do not accurately cross reference with the engineer spec sheet. Z H 7 Sheer walls need to be shown on the plans by some kind of (SW) symbol, show on a O sheer -wall schedule on the plans and be able to reference with the engineer specs or w � UJ notes. Engineer specs do not effectively reference which walls specifications apply too. ? 3 2. Engineer specs are not clear about beam information and their referenced locations on the o H plans. w -- "Nail = w U 3. Page A 3 Schedule" is not clear. Please explain or show by section detail view to illustrate A35 application at (# ) O. C.. This schedule is not clear. Is this part of or does it z reflect a shear -wall schedule? w to j 4. Page A 3 upper floor Bedroom 2 beam not called out. Strap not indicated at other end of z beam. 5. Site plan notes in general, especially the grade elevations are not legible (need larger font size). Same situation with some notes on pages A 4 & A 5 details. On the General notes page A 6, shall indicate "All the requirements of the 2003 IBC" (2004 is shown). 6. Page A 2 "Hold down legend" is not consistent with the plan RE: STHD14 & STHD8. The hold -downs also need to reflect or be consistent with the engineer specifications. Same with any strap hardware. Show straps on plans consistent with engineer specifications. 7. Page A 41-eft Elevation views shows extra window not consistent with A 3 plan layout. Also North Elevation windows differ from Main Floor plan. Make sure windows are consistent with the window schedule and calculations. Show a door schedule on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 N W� 1908 November 23, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chad Detwiller 5639 16,` Avenue South Seattle, Washington 98106 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -315 Rehabitat Northwest, Inc. — Lot 2 —13546 Macadam Road South Dear Chad: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed continents from the Building Department. At this time, the Fire, Public Works and Planning Departments have no comment. Building Department: Allen Johannessen, Plans Examiner, at 206 433 -7163, if you have questions with regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician encl xc: Filc No. D04 -315 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z � z �w QQ �, JU . UO �o U1 J �. N u. w 9:3 U. to = �w z t— O Z H- w w UC3 CO) � E- w uj. �O •Z w co O ~. Z mo t, r Building Division Review Memo Date: November 17, 2004 Project Name: Rehabitat Northwest Permit #: D04 -315 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Please provide adequate site plan showing street and street access to property. Show house located on site in relation to property lines showing setback measurements to the property line. Show utility service line to property (Submit with each set of plans). 2. Please show a detail of all roof water drainage and footing drainage on the plans. Any over flow from drain field should not be able to flow back in line with the top of the basement footing. IRC#405.1. Also show the detail of FOUNDATION WATERPROOFING and DAMPPROOFING RE: IRC #R406.1 3. Rockery retaining walls over 4 feet will need a separate permit and appropriate wall design. Engineering may be needed depending on height of wall See IRC #R404.1.7, IRC #R404.1.8, IRC #R606.2.2 4. Show grade lines in relation to elevation details and correlate with the site plans. Along with this, show the applicable reference to the window wells. Indicate the type of window wells and their compliance to the 2003 IRC codes. R310.2 &R310.4. 5. Plans need to show detail reference (Structural page) of the I -Joist BCI 400 and the allowable lengths per size joist. On the page (Basement floor plan) the span appears to exceed, 17' span over bathroom area. The plans are unclear as to actual bearing point of the joists span and their direction; please clarify. The structural details only show 2x joist references. 6. The plan pages need page numbers for better referencing. Under "GENERAL" Code requirements front page International code is 2003 (shows 2004). Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. • Page 1 Z }- Z �w J 00 U CR , CO W J = H Cl)w w O �_J U. _ T CY = w z� r - O Z �- w w U� O - o�_ w F- �O ..Z w U N O f- z r t V r�jJI 2, 0 0 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 8, 2004 Mr. Chad Detwiller 5639 16` Avenue South Seattle, Washington 98106 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -315 13546 Macadam Road South - Rekabitat Northwest, Inc. - Lot 2 Dear Chad: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same tinte and reflected on your drawings. I have enclosed comments from the Building and Planning Department. At this time, the Public Works and Fire Departments have no comments. Buildin2Department: Ken Nelsen, Senior Plans Examiner, at (206) 431 -3677, if you have any questions concerning the attached memo. Planning Department: Brandon Miles, at (206) 431 -3684, if you have any questions concerning the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. _Corrections /revisions must be made in person and will not be accented throu ' ah the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefanta Spencer Permit Technician encl xc: File No. D04 - 315 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �z �w QQ UO moo J = F- N LL w 0 LLQ co = C! �w F- O w ~ w U ON � 1— ww ~ f= �O ..Z w U= ~ O� Z t i ! No further comments at this time. Z Building Division Review Memo Z: W. U Date: Nov. 2, 2004 0 0 N� Project Name: Rehabitat Northwest building permit applications W = Application #: D04 -315 and D04 -316 U Plan Review: Ken Nelsen, Senior Plans Examiner W o � U. A Building Division plan review has been conducted on the subject j w permit applications. Only one significant concern was noted during the ? review. Please address the following comment with revised plans, Z specifications and /or other applicable documentation. LU w o 1. Sufficient plans and plan details are missing for the foundations of o both the subject new homes. Provide site specific foundation plans and = w accompany with cross section details for the each project. Include footing o foundation dimensions, reinforcing steel size, vertical and horizontal w Z. dimensional spacing of reinforcement, etc. o� Z No further comments at this time. 1 1 - I 1 • 20 foot front setback from Macadam Rd; • Five feet side setbacks; and • Ten feet rear setback The rear setback of the house as proposed is only five feet. Please revise the plan to show house location meeting the required rear setbacks. ojuu !iouthcenter boulevard, Suite #1 UU • 7ukwlla, Washington y8188 • Phone: 2U6- 431 -3670 • Fax. 206 - 431 -3665 190% City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: November 2, 2004 CONTACT: Steve Detwiller RE: D04 -315, Rehabitat NW ADDRESS: 135XX Macadam Rd S Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. The setbacks for the house shall be as follows: z Z . W JU 0 N 0. J = H N U- w� I-j U- j C7 = w z F-- O z �— 2� U� ON o � wW �_. V U. O ..z w Cl) O z 11/04/2004 16:06 2069337355 REHABII AI NUHlHWLbl HALE 02 L IU & ASSOCIATES, I NC. �- Gectechnic E Engineering Geology Earth Science November 2, 2004 Mr. Stevc Detwiller Rchabitat Northwest 5639-16 th Avenue SW Seattle, WA 98106 Dear Mr. Detwiller: Subject: Rockery and Driveway Construction Joint - Use Driveway to Single- Family Residences 135xx MacAdam Road Tukwila, Washington Tukwila Public Works Permit .Application No. PW04 - 047 I., &A .lob No. 4AO96 We understand that 2 -to -4 -inch slag is used for the drain rock coarse placed between the rockery Facial stones and the cut bank, and that 5/8 -inch slag is used in the construction of the road base of the driveway, in lieu of crushed rock. It is our opinion that the slag option is acceptable, and that the slag will perform just a,5 well as the crushed rock option. Please call if you have any questions. I • 0 I S . Yours very truly, �► `r' Is Q tio� LIU & ASSOCIATES, INC. .27 J. S. (Julian) Liu, Ph.D., P.E. ' SrONAL Consulting Geotechnical Engineer I �pEC 7/17 0� c i 19213 Ken lake Place NE • Kenmore, Washington 98028 Phone (426) 483 -9134 • Fax (425) 486 -2746 i Z Z �w 00 N 0: J CO LL W 9Q �D F- w z �.. �O w �5 O ct) ON oF_ w F- �. LL O iii z U_ O z 11/04/2004 16:08 i 2069337355 Rehabitat REHABITAT NORTHWEST Northwest 5639 161h Ave SK Sea ttle WA 98106 Mobile 206 255 3474 Office 206 932 7355 Fax 2_06 933 7355 www.rehabitainorthwe.t.com PAGE 01 From Attention Steve Detwiller Greg - Public Works 206 255 3474 431 -3665 steve@rehabitatnorthwest.com Dear Greg, I understand that you stopped by our site at 13534 Macadam Rd. S. and spoke to Scott about some concerns. Scott indicated that you had questions concerning the slag that we are using for a driveway access and rockery base. I addressed your question to our Geotechnical Engineer, .Julian Liu (see enclosed) and Julian indicated that the slag was a proper substitute. If I have not understood your concern nor addressed your..questions please let me know right away as we are finishing up on some < 48" rockeries and will be constructing the engineered rockery next. Sincerely, Steve Detwiller- President Rehabitat Northwest, Inc Direct; 206- 255 -3474 11/4/2004 Z ,F- W . � 6:3. 3 U UO 00 J = � w O U_ Cj)a =w Z �. �-_o z�_ Uj U� 0— CO. o�_ W U_ N Ham Z r September 10, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chad Detwiller 5639 16` Avenue Southwest Seattle, Washington 978106 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -315 Rehabitat Northwest, Inc. — Lot 2 — 135XX Macadam Road South Dear Chad: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 27, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The subject house brace wall framing is engineered; please provide engineering calculations and any additional plan details including shear wall schedules. 2. Correct and update code notes to 2003 International Building Code and 2003 Washington State Energy Code, etc. 3. Provide footing drain discharge location and system plan details. Planning 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 not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefama Spencer Permit Technician Enclosures File: Permit File No. D04 -315 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z �z �w aa JU U O N CO UJ J NLL wO J U. CO :D T Z F- F- O Z F- U� O Cf) � F- wW F LL O til Z U= O Z 11LA ••.y City of Tukwila a• o W N = Department of Community Development isoa Steven M. Mullet, Mayor Steve Lancaster, Director Brandon J. Miles, Assistant Planner f PW04 -047, D04-315, and D04 -316 September 7, 2004 After a review of the cumulative cut and fill for the above three permits, the projects will require SEPA review. A SEPA application is attached with this memo. 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z .�". W . 2 ' W = J U. 00 N LU N U- W O � q J: U— �w P 0` :z f- D o` o ,Q �- AU w` U . L a' _ U O F- z PERMIT COORD COF PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 03 -04 -05 PROJECT NAME: REHABITAT NORTHWEST -LOT 2 SITE ADDRESS: 13546 MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 TO X Revision # 2 fte befam permit is issued DEPARTMENTS: XT AP • Bu mg Divi ion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 03 -08 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7" Structural TING: Please Route Review Required REVIEWER'S INITIALS: APPROVALS OR CORR ECTIONS : Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 04 -05 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 ❑ No further Review Required _ DATE: z w � �D. JU 00 N Cl CID W J � D) LL WO U.Q �D = �W ?F_ F- O z I_ 2� U O N o }- WW F_ F. u. 0. z W U= O z PERMIT COORD CO . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 02 -22 -05 PROJECT NAME: REHABITAT NORTHWEST —LOT 2 SITE ADDRESS: 13546 MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 fte permit is issued utr AIM I MI-Im I A Buildm ivisi n Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural Permit Coordinator A DETERMINA N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 02 -24 -05 Not Applicable ❑ TUES /THURS RMITING: Please Route i Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg f] Fire ❑ Ping 171 PW ❑ Staff Initials: DUE DATE: 03 -24 -05 Not Approved (attach comments) e DATE: z �z A U � D U UQ Cn J � NLL w� J U_ co a =w E- _ ? H- F- O Z I 25 U� O �. 1H ww L o Ili Z U= O z M PERMIT WORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 12 -15 -04 PROJECT NAME: REHABITAT NW -- LOT 2 SITE ADDRESS: 13456 MACADAM ROAD SOUTH Original Plan Submittal ,Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # afteribefore permit is issued DEPARTMENTS: Building C iv n Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 12 -16 -04 Complete N Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RgtJTING: Please RouteLj Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: { REVIEWER'S INITIALS: DUE DATE: 01 -13 -05 Not Approved (attach comments) ❑ Permit Center Use only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z z �w UO CO C0 Uj J H !2U_ w� J CO D _CY �w F- O R Uj5 U ON W U- O W z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 11 -23 -04 PROJECT NAME: REHABITAT NORTHWEST - LOT 2 SITE ADDRESS: 13546 MACADAM ROAD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_afteribefore permit is issued DEPARTMENTS: - t-o� Buil inlDivi ion �] Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -30 -04 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Onij�j 3 c f CORRECTION LETTER MAILED: Departments issued corrections: BldgX Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routingsllp,doc PERM COORD C OP Y 2.28.02 ❑ No further Review Required ❑ DUE DATE: 12 -28 -04 ❑ Not Approved (attach comments) z z �w QQ JU U CO J = f- Co LL w J U. co a =w z� �O z f- w w U 0 — ff W LL O .. z W co O z 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 11 -09 -04 PROJECT NAME: REHABITAT NORTHWEST - LOT 2 SITE ADDRESS: 13546 MACADAM ROAD SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # Revision #�afteribefore permit is issued DEE RT ENTS• 1�47-d4 Buildint Division Fire Prevention ❑ Plaitintrfg`Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 11 -1 -04 Complete 10 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO NG: Please Route W Structural Review Required REVIEWER'S INITIALS: ❑O 1 (, APPROVALS OR CORRECTIONS DUE DATE: 12 -09 -04 ' Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ' CORRECTION LETTER MAILED: CI' SAO 7' Departments issued corrections: Bldg K Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents/routing sllp.doc ❑ No further Review Required DATE: z �Z '~ w JU 00 J F U) L w J L_ =w �O z�_ w W U� C0 off W LLO til z CIO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 10 -06 -04 PROJECT NAME: REHABITAT NORTHWEST SITE ADDRESS: 135XX MACADAM ROAD SOUTH Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter #1 Revision # afteribefore permit is issued DEPARTMENT . I Build Division \f '3 -01./ Fire Prevention Pla d fti - M 11 - Oq 1 g ❑ nning ivision i ! Public Works Structural � .�� )L IIr " r, ❑ Permit Coordinator DETERMINMQN OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -07 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: i Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: / / -e - a`t Departments issued corrections: Bldg d Fire ❑ Ping ❑ PW ❑ Staff Initials: S4 3 DocumenWrouting slip.doc 2 -28.02 PtMMIT COORD COPY ❑ No further Review Required DATE: DUE DATE: 11 -04 -04 Not Approved (attach comments) z �w �U 00 CO J F- �LL w LL a �0 = �w z F- O z E- W LLJ �p U ON o�_ w L' O z' co O z PERMIT COORD COC PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -315 DATE: 08 -27 -04 PROJECT NAME: REHABITAT NORTHWEST - LOT 2 SITE ADDRESS: 135XX MACADAM ROAD SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afterl.before permit is issued DEPARTMENTS 'A ,� 41�m (�Q 0.3 I�' / IMF'(► q-2 Nning �+e Buildiidfi" 4 Fire Prevention [� Pla ivi sion L Public Works 0 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th s.) DUE DATE: 08 -31 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only G INCOMPLETE LETTER MAILED: r' Q> - 0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 9 PW ❑ Staff Initials: ws- TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: o' ' Departments issued corrections: Bldg,� Fire ❑ Ping i* r PW ❑ Staff Initials: Documents /roudng sllp.doc PERMIT C 0 0 R D C OPY 2.28 -02 ❑ No further Review Required DATE: U DUE DATE: 09 -28 -04 Not Approved (attach comments) ❑ z =z �w QQ JU UO CO co W J = H �U_ w L� co �w z �O w ~ w U� 0— Q1__ wW �O .z W U O = ~ z PROJECT NAME: ;r Z PERik NO:. Site Address: 16 S - -- Original Issue Date: REVISION LOG Revision Date I Staff i Date I "Staff No. Received Initials { Issued Initials Summary of Revision: Received By: e77C (please print) Revision Date No. Received ! Stan i Initials Staff { Initials Date Issued i I Staff Initials Summary of Revision: 5 14 till Summary of Revision: yeav ` g _ Az _ az1 ¢ Received By: (please print) - Revision No. Date I Received Staff { Initials Date I Issued ` Staff I Initials I I I Summary of Revision: Received By: (please print) Revision Date No. Received Staff I Initials Date Issued I Staff Initials Summary of Revision: z �Z �W QQ om. JU UO N CO w J F-- S2 LL WO LL CO) =W ?� ZO W5 Oct) a O 0 E- W LL z iu CO 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: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION: SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1 - 2- ( O S - Plan Check/Permit Number: - L( ❑ Response to Incomplete Letter # LOJI Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ��`fi�i9� /�i�? �fDG7l2 T /f I�CS't v 4#1 Z Project Address: (3'� ►� C-111'� A M iZ� T Contact Person: C'C Ab I I W 1LL�'— Phone Number: 2 -0(o 9 5'2- Summary of Revision: MOM Z �w JU UO (/) CO LU J �_-. N LL WO 9 -1 LL Q = �.., UJ z H Z 25 U0 O N Q W W Li O .. Z U= Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /tivww.ci.tulnvila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 1316< - Plan Check/Permit Number D04 -315 ❑ Response to Incomplete Letter # Ed %► ® Response to Correction Letter # 1 TO 'C R'% ® Revision # 2 after Permit is Issued RU ❑ Revision requested by a City Building Inspector or Plans Examiner ' GE P��� Project Name REHABITAT NORTHWEST - LOT 2 Project Address 13546 MACADAM ROAD SOUTH Contact Person Chad Detwiller Phone Number: r ECG '�3 ` r7 Summary of Revision: 1 rt)l.)� � - � .�`6 E r c,,� : F i,c[T •, � . ..�-� ��t� K i ti V Sheet Number(s): f7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: b &zj� -- Entered in Permits Plus on J =V pplications torms -app orations on line evision submittal Created: 8 -13 -2004 Revised: Z Z '~ w �Q 7. JU U ND J = H N lL. w U- U� = F or z w� w U U 0H w LL —0 U= O Z t ,�[ s [ir :i•r`. is L!, rwk7i.::lf.iva:;,i�:ru:c; #iKtif+i ',ti; �; 4"+yrtlta. hlin Eys :iSn'A'i•v1i.:F+.i. y..M.w '.i... .i4GG727 Cpv,i.+ LS 1 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: http: / /Www.ci.tukwila.wa zis 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, fav, etc. Date: 1 `y1° Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # �_ after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: P-7elGa 41 �lt l A ) ^ 41 Project Address: 19S'q M. "'I Contact Person: Phone Number: Summary of Revision: 1 `� I" n�rv�c'cL %IOC ez5 r ry'a...r ,v it - cam; A .. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by: FS Entered in Permits Plus on � d � app ications \forms -app ications on lint evision submittal Created: 8 -13 -2004 Revised: z 3: iH- W a: W �U UO ND CO LU J = H N LL .w O LLQ D =w �_ z f.-. F- O W W U O� 0H w F� O. LLi z U= O z r� City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hup: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12 `5 Plan Check/Permit Number: 3 I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: A5?1A1,0-1 % /�J / Z 0'7- z Project Address: 1 15 Y\A N Gti1 A� 2L —\ U 1L4\ 1 VKl A Contact Person: O Ll V 1 ?(- CJ Phone Number: _ 2o(, - ?-q I - 9 Rfj I Summary of Revision: ^/V'% n n —IN f n .... _ O l �'r 2 rITY OF T1 n R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �tS Entered in Permits Plus on 2 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z M W �QQ2 WD JU UO 0 w= J � N LL WO 9-1 �D = �.. w z� r~ O Z H 2 5 U� O N. WW LL O ui Z U= Z i i 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:11www.ci.tukwi1a.wa.us ,'REW IONS SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i/ / C) Plan Check/Permit Number: - J)O L( - 3 i° ❑ Response to Incomplete Letter # Response to Correction Letter # 2- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: R- V A 1, ( i wou H \ Jt:5 t Project Address: _ 13574k 357 M A C ADA M t� Contact Person: C� 11�_i \t\1 �tl - E� ^ Phone Number: -- 1 25- S2.9 - `S 29tZ Summary of Revision: RECEIVED M TY OF: TI JKwn n 1ti! tl I t rD 2 n n n R 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 appi icat ionsWorms-appi ications on line evision submittal Created: 8- 13.2004 Revised: Z WD JU 0 0 wF- � w LLQ �D = . w z� f- O w ~ w U� ON o F- wW LL ui z U= O Z City of Tukwila 0 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: hap : / /www.ci.tulnvila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Wa Plan Check/Permit Number: Do Lf a d l ❑ Response to Incomplete Letter # Response to Correction Letter # / ❑" Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: JSs & AQe4 e & Contact Person: z�e/Al�sco;l4V Phone Number: (cg&) i 3 - 5 �s / � `f t Summary of Revision �.�M,/ c el�a,`� ct`L :retie- S zc,K r"duw!gen^.S QS d 2ouG5�� Jt CIN N " PE RM�r„_ O � Sheet Number(s): "Cloud" or highlight all areas of revision including d -ante, of revision Received at the City of Tukwila Permit Center by: �Y�.� Entered in Permits Plus on z Q z J 0 UO ND CO LU J � to LL w LL j � d w T F- O z I— �5 U� O� off w ti O W z U= O z \applications \forms - applications on linelrevision submittal Created: 8 -13 -2004 Revised: 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: http: / /www.ci.tukwila.wa.us Steven M. Mallet, 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: Plan Check/Permit Number: t) q .3 Response to Incomplete Letter #� Response to Correction Letter #_ HO Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: ll , :k Project Address: Contact Person: �� �`v,` /�er- Phone Number: Summary of Revision _/.�O[ /icr'P Glcc'ritt'� rKT C �' �.�co�._ti 5Ci/>; T�v� S��sry Leer // 'SG/ite��{ /5 r AZL /t `��'� �I �H �G !s. e <r dt� G 1F• rl G'd a r�- . tTfZ 7 1�<�G f7�t�7i t"CVtC Tt t D 6 Za Wulf P�R� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Permits Plus on X - 06 - 0 ' S-6S applications forms - applications on lineVevision submittal Created: 8 -13 -2004 Revised: Z �Z �w QQ� WD U O D W= N w U.Q D _ C% F- _ ? H- ZO U.1 W U� O- off w w �U !O .z w L) O z Department of Natural Resources and Parks Residential Sewer Use certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity. charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Fnr Kinn County use: Owner's Name hG�; fAf / A- M k)e -6T , (Last, First, Middle Initl I) Property Tax I.D. Number oww( Subdivision Name P* Sub div. # ff Lot # elk Block # Building Name /� J d (if applicable) 1 � A Property Street Address /�S — �,�; c.� �r.•� �,r City, State, Zip Owner's Mailing Address i 39 1,6 Owe 5 rent from Owner's Phone Number ( V44 ) 93a — 735 Property Contact Phone Number ( _ ) -9S`-5 7� Party to be Billed 2e _ icy (if different from owner) Party's Mailing Address City or Sewer District Date of Connection — M Side Sewer Permit # 7 Demolition of pre- existing building? ❑ Yes XNo Type of building demolished? OJAA Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) RECEIVED / 4 — ,, Single-family 1.0 CITY OF TUKWILA ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 AUG z 2��� ❑ 4 -Plex (0.8 RCE per unit) 3.2 PERMIT CENTER ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = ' For condominiums, please fill out Supplemental Form A In addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative t.�G�� Date Print Name of Owner /Representative 1057 (Rev 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ,r:... - .,�. ,.S.W :... v».v,.... :.ri. •.; w s.........- S: «u.+........ ffta"'� I z �Z W � JU UO ND J = H C0 L WO 9 —J , L? � =W z F- l'- O W �5 U� O CO. 0 F— WW F� O --Z W L) O z 08/12/2004 09:11 y :i VUE SEWER DISTRICT 4 9337355 I Certificate of Sewer Availability OR /�q 44618 Milltot, !d South P.O. Box 6950 r Tukwila, WA 96988 Phone: (706) 242.3236 Fox. (206) 242.4677 N0.965 D03 Q Certificate of Sewer Nan - Availability Part A. (To Be Conipleted by Applicant) Purpose of Cortlficate: Building Permlt © Preliminary Plat or PUD ❑ Other ❑ Short Subdlvlslon ❑ Rezono Proposed Use: C6 Residential Single Family Q Residential Multi - Famlly 0 Commercial ❑ Other Applicants Name: e e b i '� f� j �/ Phone: A.6- 3a w 3 S3 r Property Address or Approximate Location: Tax Lot Number: 1 33"XX Mu rL"n B ord X61 �D�ooS+� Legal Oescriptlon(Attach Map and Legal Description if necessary): AE CITY O AUG Z Part B: (To Be Coinpletod by Sewer Agency) a 1. N o. Sewer service will be provided by side sewer connection only to an existing _�_ size sewer ...0 _ feet from the site and the sewer system has the capacity to serve the proposed use. OR Q b. Sewer service will require an improvement to the sewer system of Q (1 ) fast of sewer trunk or lateral to reach tho site; and/or Q (2) the construction of a collection system an the site; and /or Q (3) other (descdba): 2. (Must be completed If 1,b above is chocked) Q a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR Q b, The sewer system Improvement will require a sewer comprehensive plan amendment. 3. O n. The proposed project is within the corporate Ilmits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR Q b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 80 n a. District Connection Charges due prior to connection: GFC: $ S'S'0 SFC: $ jGlC� $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1e87,54 /residential equivalent, will be billed directly by King County after cannection to the sewer system. (Subject to change by King Co/Motro without notice.) b. Easements: 3 Required Q Maybe Required c. Other, EKED TUI<WILA 7 2004 %ENTER I hereby cortify that the above sewer agency information is true. This certification shall be valid for one year fro date of Sig ure. Title Data WM 1 z ;3: z �w Q � JU UO mo J = H (n LL, WO J LL j � = W z� t= 0 w ~ w U° O co � H W U- O .• Z W U= O Z wa' ,. 08/12/2004 09:11 V t 111E SEWER DISTRICT 4 9337355 � # ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITYINON- AVAIT ABILITY N0.965 D05 The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). I. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the 'District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Healtb, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -patsy beneficiary principles or otherwise. Z. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. I As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Properly through sewer systems that exist or that may be extended by the Applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be. able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. if the District or the applicant must extend the District's sewer system to provide sewer service to the Property,, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permil.s, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Properly shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application, I acknowledge that I have received (lie Certificate of Sewer .AvailabilitylN'on- AvaHability and this Attachment, and fully understand the terms and conditions herein. � . r - ; Applicant's Signature Date / 69530PO11270798.01 IDOC (112610'1) Z ;3: z JU 00 to 0 wf- CO LL w LLQ �D = �w z� �O Z 1— LU U� O- 01-- wW LL O w z Z) F. z C k •iaos � Ir\ CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division- 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: ]* 4 / *P 3/S P — I' Port"A': - .compieted;bY �piicant`; s , Site address (attach map and legal description showing hydrant location and size of main): .ec.t> / . —oc7yz ' .�4v Ow et .... ri Information 77 ..,: ':;.'''' Name: Name: ;r�Gtar Address �. Address t "c Phone: Phone: �, �, „ - 7.3, 3 .,. � 3 l , This certificate is for the purposes of: ( Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): _ / I/ ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. r .,c Area is served by (Water Utility District): r.Tu rx /« lig r - Owner/Agent Signature Date f Part,i3 1ro;be:co pl�ted'by ei'iutjlity:district 4 t ' s The proposed project is within 2. ® improvements required. (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross control requirements: O /YF U (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provigled and will be available at the site with a flow of 6 Zo gpm at 20 psi residual for a duration of 2 hours at a velocity of /6,2- fps as documented by the attached calculations. 5. Water availability: acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency hone Q7 Z, :3 -off — t d- � By Date �fot� �s S ~ z -as \applications \water availability (7 -2003) Printed: 9 -16 -03 Y I II. z ' w �W �U UO (00 CO Lu W_ CO tL WO LQ co :D = �W Z� I— O Z w U� CO 0 I— W W H U. W Z U= 0� 0 Z nv LAW AS lop PROVIDE PlEGIS P ' r " J CONST oNT GENST� E XP . DATE RSGIST - # (09/2 gABN-19-73Y,Z # 05 09/2005 09/2 � PE� 65/ cc: EFFECTIVE DATE. . ,,HABITAT NORTHWEST INC R 639� 16TH AVE S SF A 9S3 SEATTLE W • Istiu� l z Z- w U o 0: U) W� LLI ,U) LL zu - 0 : LL LLI 0 z W D 0 �Q cf)� �o LU LU 0 0 Z W! 0 Z 41 Private Access Road (New) 30' Easement Required from Adjacent Property MAMA MMMMy These plans ha been re hwed P the Publi "Works Depa at for co )rnaa wit curr t City standards. acceptance 1 sub t to rrors �Id emissions whit do not nut ' V ' atio of adopted stands ' ; of ordina .� res sibilit for the adequa of the ca Motal, with - he dcsigner. Addi ' a% Meti i * ' h drawi after 4 _ - ' ,a• _...: and Will rquilt ii � Ugtm sV •P• _ J IAWI for subsequent .. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B • lap � M • lt16K! II! _XAL A I i .04ow 43 . � ',.ate• TS.Y'o'3.!�'!j'. � . . I •. � i �..' , .S Ir e �� j tl u f • fni • i t i 1 co O r r r r r l O M I S C ar ra At Igo co Yo cl qv cl 1p 3 R • 1 �� • • ••• • • •- • • t ! •t•t:• •• •. •• r i t ' t . :' j.. %t..: .: j.•i(..'+j »�t -:�t • �i _ ^ ~. r�� O of in IS'S ' � � ( � j .: j �. .: j . a .it,.: [ »•[ .r j..: (,.: j,.: j,.iL� .i( - y .! - mow s���� +�•.�������� j �•(. y , .j, .i. s i i i .+( �, j • .i j,.. j •(,� j,.: j .i j .i j,.I j ` - .!. (•+ . ,i ! ,i; . ,i: - j,.:•t,.: t, :�� .: [..: -: : • fit: �t .:(.. j�•t . %j..: (. �t,.+(.it • � .' �, ,• . A [.. .. .: j, : - j., •i t :: -.. : ' So •. • '[ ;:'_ j :; j ': j . . j :.a .: ; j..: %t `• t ;t.: ;�':: j [... ' - . • � � l t �` .': L..' j .J j,.i j . %j,.i j.» j .i( t,./ j... . f , :'.C.:I..:i:: — lb • 0 : : j «j.i(.:j.:t.:•t•:t• %•'+tit•: � � � t- ! � V .:1 .: 4 .14 :St ::•c :i( C.0 :i� :it :• '•. � K •� � - ID 4 � ..., 1 111 •. .,•. � � _ � �j� t � � � • �. :•1 :�,::- :t�:(,..(::(' � , ''� _ �. ' :+[..: t..ij.:•j.:a.rt.it..it.'vt.::[. 1. � p � • i• � � � i � • 0 t j ' :�j.• %j -.+l .: j (. �j .. t S+(.. -' � � i C � t f I C 6. ;.:: j, » -.: t, ': 1 ,.: 1..: .: t •'•t.� t.� � •; �, r . IN : x..: :.i;:� ::'411:4 • � � � �: L � � A � � ♦ � dr top 0. Art pro saw_ 1 - - - - _ - - - - s� . - _ ,. - - - -- - -- jaw - f' F t � # t i i } i i . a 1 i ` i i t t i i t i f 4 i 1 y i 1 s t i ti i s * I fit , A � A � O qb Z I AN l z' 7 i r r t t f ' r y hef���l�it<�l N�.�rlhwest Inc. - (206) �J32 -7355 � �� f , kUV�I� Lc.>t 2 1 �SXX M�c�cl�m Rc.��cl So�ith Tu wily. W APPROVED 'IPA 1A I TS I s s , , �r t.. r • * I fit , A � A � O qb Z I AN l z' 7 i r r t t f ' r y hef���l�it<�l N�.�rlhwest Inc. - (206) �J32 -7355 � �� f , kUV�I� Lc.>t 2 1 �SXX M�c�cl�m Rc.��cl So�ith Tu wily. W APPROVED 'IPA 1A I TS I hef���l�it<�l N�.�rlhwest Inc. - (206) �J32 -7355 � �� f , kUV�I� Lc.>t 2 1 �SXX M�c�cl�m Rc.��cl So�ith Tu wily. W APPROVED 'IPA 1A I TS I s 1 • 1 � • � 1 1 1 1 r V 4x10 D.F. 91 Fleader � 0� x 1 r FYYM 1 1 SIN h� 29.05 1 . - - - - -- 1 - ---- - - - - -- ------------------------------ - - - - -- - - - -- — — — - - - - -- — - ---- - - - - -- 31 x 1d• j ♦ i 1 \ 1 1 • 1 1 1 • a oIA (W�) j • s• 1 1 1 1 1 1 1 6 W BMdc - 1 /•, 1 • 1 1 1 1 1 1 1 1 ♦ 1 1 1 '� I 1 � 1 '1 • 1 �" 1 1 . i i ` i � i ~ OV - y 1� ~ OV � � • 1. 1 1 N 1 1 1 Von 1 1 ♦ 1 ', 41 _ VIE 1 M� Qjr� wmmp r 4 1 1 ' I Tuk Lot 2 C�asSovoam4 Roor Man Scale: pia• _ 1 1 Ares: 712 sf ® Ventilation Calculation: Per 2003 I RC 1 square foot of vendletion for every 150 Square feet of crawl Space. Total Crawl Spade Area: 350 sf Total Required Ventilation Area: 2.33 sf (350 / 150) Total Area of Ventilation per 7" x18• Foundation Vent .78 sf Total Vents Required: 3 Hold Dm L90Afld � Indicates Simpson STHD14JSTHDI4RJ Hold Dawns (6 Required This Plan) ■ Indicates Simpson STHD8JS11iD8RJ Hold Downs (5 Required This Plan) X Indicates Simpson HDBA - 7/8' x 16' Threaded Bolt w/ 3x3x1/4" Plate Washer (4 Required This Plan) •indketes Simpson LsTHDS/LSTHDBRJ Hold Downs (2 Required This Plan) 1 rbwt Plan Notes: 1. Con"cW b vs* oN noses„ d & cc Moin prior to . WIF 2. Provide Ads 14 low am au woo rb. 3. k WI 4•x10• tNaders am d open is unless WIM Was noted (U.NO). 4. Pats to be 4"x4• a Beam Jokft on 900 fait. U.N.O. go 5. AI W_%0% ps b feet on Wdk' eoI. 6. Sofllt. Vent. and Insukft aN can areas• 7. IrWd Simpson Cc Icr+ea 10 vMood Hoiddawns 1 1M thorn 00nMrs and 11 Widow Raiph openings• Also sae NI U06 Spsa. 8. AN wood in Cot c2 wNh Concrete oW be pressursdbeeled. 9. 2,000psf ad be ft ospa *y shah be vertlled In bead. 10. see pion nabs for �W I notes. 11. Use 516• x 10 Andw Boils wM Tx3'MW WaMMr+s Q 48 U.N.O. ,I IMIM 000e ^a m r . cotsrr vaum mm on an TorAL *AM Oaf T AL 4� NOMMAL wee RAC 4W x r4r h an 10 to U M M UME MM RAC 2r x 0W ILW 10 a 7A MM aiaE FMI RA. Mx M = 0.17 76 11.1 4Rlt0 tro�rK moose cca 4� x �� � o•w • s� a.4 4R 1 PIC'Ttm RA, 4'W x 4% 0 0m 11 46 lace 4N4 FM PICPjM RA• 4W x 4W 1 0A1 1t 1• 0.12 �Pia PICrum RA• vwx M s L14 >s a 17.0 41M Pow PcfR RAa 44r x Mr , as 20 as 300 aOMU NUM Rm fWx44r 2 asp • w W " M oINUM * M �x I# t RAC 2V x" 1 0ER • • e.o sow II�IroowrK, «come R+Q M x M 1 M • • R2 40 NGNWWAL of RA *V x M 1 M2E 14 14 • 4" E12M RA 4W x 4W 0 0•a 1t 48 OMEGA- tM 20(M IIOI�IffIIL Mme VV x *r E 0n a a 2'1A TOVM am acAS s • TWXG QUUMA ► I �KMAMAM 8" I an? UM MA LWOU2 • TWOL WNILM / nor�L ours � 1"I �e W CN E Oeed Tab Vila side Only (No Fads) w � N r NoINK E11M did v ba 1A' ammM F 0a RE�I� r a its DIN t R * (O f V 711 jt�� I��tl�(:��jl S��•,I 1f "",I 1 I ROOM Area: Basement 711 SF i Main Floor: 1236 SF Upper Floor: 1027 SF Total SF: 2974 SF Ventllatlon Required: 2974 SF /300 " 144 SI per SF = 1427.52 SI Pravlde 1/2 Ventilation Q Eaves and 1/2 Q 12' Below Ridge Bind Eaves: Net Ventilation Per LF: 395 SULF - 25% Reduction = 2.63 SULF VenUlatbn Required: 1427.52) Z 2.63 3ULF = 272 LF T x T Attic Root Jedcs: Net VentlleUon Per Jack: 49.00 SULF - 2596 Reduction =36.75 31 Each Ventllatlon Requlnd: 1427.52/ Z 36975 Eedh = 20 Jocks CM Wom of TuavvM DEC 1 5 20 a� r -- Q rTr I N o C� N v T .v X J r :N1 Z 1 ►— i . � 7 -, ..i.+ a . w�',.� • .., � • r ., -.. �.. - +....�.., ,...�_. «-_. q', 4 + �R ' ;�K" • , «. 1+- aS M +� •►�,•..•,•. ate. ..:.�. ..,,. . -►w ..�.. +....,.... .... � � •4.r +.F �.w -- • •� '•y��.N1f11M •M•'1iayMgnv�1� �r�?►.+ r .- .S/u's•w +•►y�i•..i _ �.,�y,.� ya � v ._.r •.•�.w -•won- r+`r.•+l r ,,,......... •r.+w.. 4r•w.r.•- ....... r.•:.r. •Mon�wF�.►iti+r.••+...r•r+M�a i.•ti++-. bT►:........ y::... ..A•�..:.......,..�....... -.... .•.w u. .. .•..... ...t�� 3'r•iY'��w,•�.. ►1M y y� 7r I�, �� .. �.. .. ". 'r' 1 w• + � - "'•'•""" •••• ""'— +�W T ..w. w•r. r•. . • .... •..s. r.,, r•.., ;•.,�•w. arr. .S.•w.M/in+Wtvl.... rrx.i ir�ltwrA.11��'f�a. J�iO• t "�' •�fl +"r► r •�fyYwi.u•fnrM/M r b+c•.. ��,y, `�'� ,. ,. ..' a�i�',".� ., � .'' ' ''' '� j `,�,` �1 +.IM'M YMNM41Rw* ..,L�,yw+aN1�•�IrN1.,g,MOY 3 Main Floor Framing Notes: W&M 1. Written Dimensions take pr+eoedenoe over 14. Provide 26 -Gauge Galvanized Sheet Meth Flashing above Windows and Doors. (ryp) Building Paper ova. Scaled Dimensions. CIO 2. All Headers to be 4x10 D.F. #1 UNess Noted 15. Hold Siding 6' , Above Final Grade. Otherwise (UNO). 16 Fasten Mud-Lam ac Beams per IRC. 3. Bottom of Headers to be 6'8' this Floor UNIO, 17. Upper Floor Framing to be 91/2' Woist at 16' O.C. 4, All Exterior Walls to be 2c6 w/ R-21 Insulation typical UNO Plan shows direction. UNO. 18. Ceiling Joists to be 2c6 at 24' O.C. typical UNO Plan 5. All Frame Nailing to sad* IRC Block all Plywood MUM Joist ' edges and nail with 10D at 6' O.C. Typical all Exterior 19. All voids to Lhe Fire/Draft Blocked per IRC. Walls. Q) ac Min 6. Provide Double Joists or Blocking where Partltlons 20. Install Water Heater per 1987 FIAECA. See Sheet 1 Projsd from Impact per 1994 U.M.C. occur above. 7. Provide Solid Blocking over Supports. 21. Furnace to be placed 18' Abv. floor on 1 hour furnace 401179 platl�omn w/ (2)3/4' lays Plywood. Protect from impact 8. Plate Height to be 8'1' this Floor VIVO. per 1994 U.IN.C, 9. Fir�ebloc�cinp at all Plumbing Pene�ratbns. 22. DOOr ��^ House and Garage do be ZO min retell. 'orr &I Solid core tight fittlrp with Self Closure. 10. All ps and Spaces under Staircases to Install Zero dr. fro. pow term of Uses and AAanuFactwsr's 23. . be Finished with 518' G.W.B. specs per IRC. 11 Der�orss Solid Bearing under Conosntreted Loads Use (2) 2t4 at 4 Walls UFIO, 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2` ftm wall. 12. Finish sN Csilkps wilt 1/2' G.W.B. UNO. 25. n.,___.__ Bearing Point and Hold Down 13. At s use 5r8' Type'(' G.W.B. at all ..� Common Llvlrp Walls and CNNrps vrr'aP @N Post and 8earns. Shear Wall Schedule - Per 8kUGWrW E-noinser's Nafts (See SL1.2- l - - - 21 A v=230 pff 7/16" OSB, w/ 8d nails Q 6' O.C.; 2x Sole Plats -18d g" O.C.; 2x Vertical and Horizontal Bloddng Q Panel Joints S Abusing Edges; 2x Foundadon Plate w/ Andxn 51W a 48" O.C. w/ A35 Clips a 1 e• O.C. ® v=350 pif 7 /16" OSB, w/ 8d naffs Q 40 O.c.; 2x Sae Plats -16d Q 4 O.C.; 2x Vertical and Horlxontal Ong Panel Joints & Abutting Edges; 2x Foundation Plate w/ Andws 51W a 36" O.C. w/ A35 Clips 12" O.C. A v=451 pif 7/16' OSS, w/ 8d nalls Q 3" O.C.; 2x sole Plate -16d Q 3" O.C.; 3x Vertical and Horizontal Bloddng Q Panel Joints & Abutting Edges; 2x Foundation Plate w/ . Anchors 518' Q 16" O.C. w/ A35 Clips 10' O.C. r A v=598 pif 7116 w/ 8d nails r O.C.; (2) 2x Sole PlaWl6d Q 6" O.C.; 3x Vertical and BIOt:ldng Panel Joints & Abutting Edges; ti ? 2x Foundaation Plate w/ Anchors 518" a 12' O.C. w/ A35 Clips Q 8" O.C. . A vr-713 pff 7/16' OSB, w/ 10d nails Q 2" O.C.; (2) 2x sole Plate Q.T O.C.; 3x Vertic:al and Horizontal Blocking Q Panel Joints & Abutting Edges; 3x Foundation Plate w/ Anchors 518' a (Votes. Field Nail at 12" O.C. Anchor Bob shall be imbedded 7" Min. into Concrete w/ 3N3 /4" Plate Washers. 'There shall be a minimum of (2) Bolts per piece with (1) Bolt looted not more than 1 r or less than (7) bolt diameters from each end of each piece. Wa Lot 2 1 Floor Ran Am Summary Basem Floor, 711 Main Floor Plan: 1236 sf Upper Floor Plan: 1027 sf Total Area: 2974 sf Garage: 429 of Patio: 218 sf Igo 77 �f ' - - •: ' ' :�- 1�� ME* W&M C010001 a Cws* 8M Dda CIO (2) aX Min M9T4e a 0. 2731S 718L&I R) at m maw 40M 7AL&I C2) 2K Min LSTHDGI WHOWU 1t ror K&I ® Q) ac Min 9THM4 / 6Dt,RJ 3M 20ML&I (3) at W HDIA 401179 6018La.1 (3) ac W HMOA mar 'orr &I P" ® (3) 2. HM ..� ..� M�k s.ra 0 61 r x Ir OWN 61F-W © is aw x 1• tT MAN" +w 6Ua'xirP8L 00-1. �Xvi p► !Tukw!1a pmt 2 UD[De Floor Plan Uooer Floor Framing N.� 1. Written amensions take precedence over scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 8'8' this floor UIVO. 4. All Exterior Walls shall be 2c6 w/ R 1 Insulation No. 3:,ii G. Rreo%-i j R(vc2,7.2, s. aI Frame Nailing to satlsfj► sec. Block all Plywood Ede and Nail with 10d Q 8' O.C. Typ All Exterior Walls. 6, Provide Double Joists or Blocking wipers Partltlons occur above. 7. Provide Solid Blocking over Supports. Be Plays Haight to be 8'1'this floor UIVO. B. Fk�sblockkp at all Plumbing Penebatlons. 10. All and Spaces under Stel do be Flnithed with 5J8" Type W G.W.B. 11 Denotes Solid 8eorirq under Conoenbabsd . Use (2) 2x4 at 4' WaNs UNO. . 12 Finish al Celings with 518" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. 'Typical. Lap Building Paper otter. 14. Fasten MuRRam 2x per IRC. 15, Ceiling Joists to be 2x6 Q 24" O.C. typical UNO. 16. All Vows to be FiraMralt Blocked per IRC. REC EIVED Cm► OF TUKwru 17. All Tubs ands KC 1 2u4 l. Fi ng Stucls PMIT CE►NTFF - Limit Shower Flow to 3 G.P.M, W Wall to within 70" Above Drain Inlet All Gazing within 70" Above Drain Inlet to be Safety Glass No Vapor Barber behind G.W.B. 18. All to be 110 Volt I W/ Battery Bad* -up. 19. uous Handrail at all Stairs a min. of 1 1 /2" away from Wsll. jW ...:rigs.. �a�r�. n. ..ur.rrs�•.•f�.•.�i.ao�w.�._ ���. n .�uaav�••i•�rrr��re�n�s.w_m �a. �!• �a�.�.a�.•.�.- .a...- rr.wr. -�.r_ ..•�....... a�srs�,�ar�,�.. �.� r..... �...r.....�... . -. (. - - - - - - - - - - - M_. r. a.__�_ a.w .'.L �-. a.�•IILLla__- __. � ._�1_y � �L.1. 1 W _ �r _uS•�it2Qr �• Tl�± r�•. fl.i'Yt'�'9�•• teTtDi"��f1R. t r � it q" j f au r -- Q N O N v 1 J X X :N z -� b � , Y, T Sao. Lin �I M- 1 - T.O. Top Pkft T.O. Rklpj I Lkw All �z logo milli III IFA A logo IN1 Bi go Ak .. ION - I? b �OChfy Wd - 9-T.O. 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W/ r'x�"' xa/lr• 1f1A/� lSAIT�� TO A 1 p"r,m-lown ftavAum WALL AT 4! o a Ta oOl a MC 2 7 2M __ A V WIC I11164OW v rypwAL a• Tn WALL..` i A , 3x bluca Pm rLm • w O.Q ...._.._,,......,.., of Tukwila T Oty III A yr o �rWALL I I VA " KATIE � _ I I = V A A A A A .- % till I �TliM �A A �, I U v I U U - r T L� 1 z� �v t N GENERAL 1:12DE ALL R®QUDRQM ENTS OR THE 2003 INTERNATIONAL RESME NTAL CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURBDXTDN SHALL 62 FOLIUW F.D. CONSTRUCTION TYPE: VN BEEN E ZONE: 1 OCCUPANCY GROUP: R 3 W IND SPEED : SON PH FIR ZONE: 3 EXPOSURE CATEGORY: A CONTRACTOR $HALL VERIFY ALL NOTES, DIMRNSIDNS AND CONDITIONS QRDR TO CONSTURC?JTN CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS RHQUIRED UNTIL ALL PERMANENT CONNECTIDNS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO ID ENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIM E THEY ARE NOTED. DIN RN S D N S TAKE PRECEDENCE OVER SCALED DRAW INGS. SITE W ORK UNLESS A SOUS 3NVESTIGAT3DN REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUM BD AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTEIRDR FOOTINGS SHALL BEAR 1'-6' MINIMUM BRION P3N3SHBD GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED BARTH BELOW ORGANIC SURFACE SOIL$. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHAD, NOT I N TIER PER E N]TH D IRBCT MAD PATH OF CO LUM N S CONCRETE M IN 14 UM CLASS AND USE F'C SLUM P SACKS/C N. A. FOOTINGS B . SLABS ON GRADE 1 . AIR ENTRAINING AGENT (38 TO 6 TO BE USED IN ALL CONCRETE FLAT N ORK EXPOSED TO N RATHER 1 2. PO SSO L ] TH 300 SERIES (4 0 Z. PER 100# 0 F CEM ENT) TO BE USED IN ALL CONCRETE. 3. M 3X MAY BE DES13NED IN ACCORDANCE N 3TH THE PROVISDNS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CHI ENT RATIO PER INTERNATIONAL BUILDING CODE. &EINFO RC,I,� • ASTM A615 GRADE 40, RB3NFORC3NG STEEL DETAILS SHALL BE PREPARED BY AN BX8ERIENCE APPROVED D ETAnAR AND CONFORM TO STANDARD PRACTICE O U TLI N BD IN AC I REPORT 315. C_O N CRET&CO VER O F RE21 F0 RCING STEEL ' 3" CO N C R STE CAST AGAINST AND PERM AN ENTLY EXPOSED TO BARTH 1 1/2" CONCRETE EXPOSED TO EARTH OR N BATHER 1 1/2" BEAM SAND COLUM NS NOT EXPOSED TO EARTH OR W RATHER. XAv SLABS AND N ALLS NOT EXPOSED TO EARTH OR N RATHER %G AR P EN TRY GENERAL ALL FRAM ING SHALL C014 PLY W NTH THE 3N TERNAT ID NAL BUILDING CODE CH APTSR 23 ALL W OOD IN CONTACT N ITN CONCRETE TO BE PRESSURE TREATED. b" M IN IN UM CLEARAN CE B87V BEN N 0 0 D AND EARTH 12" M IN 314 UM CLEARANNCE BETH BEN FLOOR BEAMS AND EARTH BANGERS SHOW N ON DRAW INGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY 18" M IN IN UN CLEARAN CB BBTN BEN PLO 0 R .A IS"TS AND EARTH I UM BER STRENGTH UN ICS a= STUDS F F ,H BM -FB #3 75 500 STUD GRADS 75 675 DID ISTS & RA FTBR S I. M IN 34 UM RBQ U IREM RN TS PO R EACH 0 PTD N LISTED FO R MEAN PIE, IF A PRO PO SED DESIGN HEM -FIR #2 C2X 10) 75 1075 HEM -F3R #2 (2X 10) 75 980 BEA S,HBA.DBRS,LINTELS & GIRDERS U- FACTOR DESIGNS W H3CCH CANNOT MBST THE SPECIFIC REQUIREMENTS OF A LISTED OPTIDN ABOVE 4" NOM INAL DOUG -FIR #2 95 960 6" NOM INAL DOUG -FB #1 85 1 GLUE LAM HATED TIM BERS OVNRBNAD REQUIREMENT APPLIES TO ALL CEUMO S EXCEPT SINGLE RAFTER OR JO 3ST VAULTED TED DOUG -F3R LARCHE C24F -V4) 165 2A00 STRUCTURAL CON POSITS TIM BERS 3. BELOW ILAM HATED VENEER LUM BER 285 2,600 PARALLEL STRAND LUM BER 290 2,900 ALL MASONRY FIREPLACES AND CH 1M N SYS SHALL BE CONSTRUCTED TO CO N FO RM TO ALL APPLICABLE pORTIDNS OF THE INTERNATIONAL BUILDING CODE AND THE UNI M BCHAN ]CAL CO D S. 0 LUB LIN ER M IN 14 UM , 5 A FIRE CLAY 0 R BQ U IVAIA N T) PER IBC. Fw2 AREA PER IBC. CH IN N EYS SHALL SUPPORT ONLY TH SIR ON N W RIGHT UNLESS SPSC1F]CAILY DES13NED TO SUPPORT ADDITIONAL LOADS, ALL FIREPLACES SHALL BE PROVIDED N IIH T33HTLY FZTTIING FLUE DAMPERS, OPERATED W ITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. M 3N14UM DUCT SIZE OF 6" SQ UAR B INCHES N AREA PROVIDED W ZrH R BAD ILY ACCESS IBIS DAM PER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR DBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS SPRC73CATDNS. HEARTHS SHALL EXTEND 20' M PI.) IN FRONT OF AND 12" M IN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED W ]TH TIGHTLY FITTING GLASS OR METAL DOORS ]N SU LAT 10 N AN D M 0 IS RE PROTECT • R UNLESS NOTED OTHERN S8, 3NSULATDN SHALL CONFORM TO THE N ASH INGTON STATE ENERGY CODES. 3N SU LATD N BAFFLES TO MAINTAIN 1 -1 /2" CLEAR SPACE ABOVE IN SULAT ID N . BAFFLES TO EXTEND 6' ABOVE BATT IN SU LAT D N . . 1 t , BAFFLES TO EXTEND 12" ABOVE MOSS FILL, INSULATIDN 3NSULATB BEHIND BATHTUBS, SHOW SRS, PARTITIDNS AND CORNERS. FACE STAPLE BATTS. , IPR ICTID N PIT PACED BATTS USE 4 M 3L (0DOC *) POLYSTHYIENB VAPOR BARRIER AT W AILS. USE PVA PAINT N ITH A DRY CUP PERM RATING 0PONE 14AX). R -10 NSULATION UNDER ELE 7730 N ATER HEATERS. J FEZRAT3D N CO NTRO L BXTRRIDR JOINTS AROUND WINDOW S AND DOOR FRAMES, OPENINGS BETH HEN N AILS AND FOUNDATIONS, BETV BEN W AILS AND ROOF AND BEAN BEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTU& Y SBRV$'BS THOUGH W ALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPBNINCAS IN THEN BUILDING ENVELOPS, 3NCWDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED , CAVIAM , GAS O R M BATH ER -STRIPPED TO LI4 Zr AIR IN F3LTRAT'3D N . s AIL ExTBRDR DOORS, OTHER THAN FRE -RATED DOORS, SHALL BE DESIGNED TO L74 IT AIR INF]LTRATDN AROUND THEIR PBR148TBR N HEN IN A CLOSED POSITDN . DOORS BETV BET RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRS- RATED' AND MUST NEST THE ABOVE RBOUIREII ENT AIL EX'I'BR]DR N INDOW S SHALL BE DES13RED TO ADM IT AIR INFILTRATDN INTO OR FROM THE BUILDING ENVELOPE N H ICH SHALL BE SUBSTANTIATED BY TES'PING TO STANDARD ASTH B 283.73. SITS BUILT AND M SLIM ORK SHOP MADE N OODEN SASH ARE Eam PT FROM TESTING BUT SHALL BE W BATHER STRIPPED, CAULKED AND MADE T13HTLY F3 T3NG PIPING FOR HOT W ATER)MAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT W ATER, SERVX13 14 REQUIRED TO BE INSULATED PER TH9 N S3-C. SERVICE W ATER P>p3NG SHALL BE INSUTAT'ED TO A M 3N 14 UM OF R 3 Y=R A&&RMS / GROUND COVMS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED N HERB CEILING ARE APPLIED DItB= TO THE UNDERSIDE OF ROOF •. RAPTSIRS, AND AT W[TERDR N ALLS. INSET STAPLED BATTS N ZrH A PERM RATING LESS THAN 1 ' ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARN SIDE, STAPLES SHALL BE N?IACHU NOT M 0 RE THAN 8' 0 C . AND GAPS BBTW BEN TH 8 FACING AND TH B FRAM LNG SHALL NOT EXCEED 1/16 ". AGROUND COVER OF 6 M IL (0 D06 ") BLACK POLYRTHYLENB OR RDQUIVALENT SHALL BE LAID OVER $ HT GROUND IN ALL CRAW L S PACES . THE GROUND COVER SHALL BE 0 VEItLAPPEiD ONE FO 0 T AT 12000000 EACH D 3NT AND SHALT, EXTEND TO THE FOUNDATION N AIL. 1200 A00 THE NET FREE VENTILATING AREA FOR ATT'3C VENTIIATIDN MAY BE 1/300 OF THE AREA OF THE 11300AN VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING " 300 ' 000 ONE IS INSTALLED ON THE N ARM SIDE OF THE N SUTATD N . 1 _ l b00 X000 PRESCR ]FINNS REOQ U IIR EM EN TS FOR GROUP R O CCU PAN CY 11800= +CIJM ATE ZO N E 1 1,800 OPTION 10 GLAZ 110 O -P:1CTOR 11 1 3 Up ALL 4 { N ALL- S 6 2 A00 A00 GLAZRiO DOOR CILRfO VAULTED ABOVE ALL- NIT. FLOOR B1J18 ;LOAD ING ROOF 15 PSP DEAD LOAD + 25 PSF LIV B LOAD m 40 PSP FLOOR 10 PSP DEAD LOAD + 40 PSF L1VB LOAD s 50 PSF CEILING 5 PSF D BAD LOAD + 10 PSF L1V E LOAD s 15 PSF D ECK 5 PSF DEAD LOAD + 60 PSF L3YE LOAD = 65 PSF 3NTERIDR PARTITDN s 7 PSF EXTERDR PARTITION = 10 PSF W OOD BEARING ON OR INSTALLED W 3TH3N 1' OF MASONRY OR CONCRETE TO BE TREATED W IM AN APPROVED PRESERVATIVE. SOLID MOCKING OF NC T LESS THAN 2X THICKNESS ,SHALL BE PROVIDED AT ENDS AND AT ALL SU PPC.` RT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8' D NAM ETER W ITN 2 /16" PLATE W ASH ERS • 4' -0" 0 N CENTER UNLESS NO Tm 0 TH BRw I5B 7" M IN IN UM EM BEIDM'�NT ALL M ETAL FRAM NG ANCHORS AND DOORS, W INDOW SAND SKYLIGHTS DOORS TO THE EITERIDR SHALL HAVE A MAX14UM 7 -1/2• STEP TO A MINIMUM 36' DEEP LANDING. ALL GLAZING SHALL MEET THE R EQ U IRE M EN TS OF THE N S.R.C. TABLE 6-1 UN LESS NOTED O TH SRN SSE ALL SKYLIGHTS AND SKYN ALLS SHALL HAVE LAM INATED GLASS UNLESS NOTED OTHERN ]SIB AIL BEDROOM EM ERGENCY EGRESS N INDOW S SNAIL. HAVE A M NS UM NBT CLEAR O PEN ING OF 5 .7 SQ UARB Par. M IN II UM NET CIGAR 0 PEN ABLE W IDTH OF 20" AND A M 3 N E UN NET CLEAR OPENING HEIGHT OF 24 MAXIMUM FINISHED SILL HEIGHT OF 44'ABOVE FLOOR { ALL FACTORY BUILT W NDON S TO BE CONSTRUCTED TO PERM IT MAXIMUM NFUTRATDN OF OS CFM PER LII HAL PO 0 T 0 F 0 PERABLE SASH PER 14 Rl AS TESTED BY STANDARD N F3LTRATD N CR ITER A ABOVE, BUT SHALL BE MADE N BATH ER -STR MPPED , CAUIJmD AND BE MADE TIGHTLY FITTING SLIDING GLASS DOORS TO PERMIT M AXIS UM 3N F]LTRATIDN OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR I - MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODELNUMBERS. N BIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING WCATDN3 PER TNTERNATIDNALBUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLID3NG GLASS DOORS AND SN INGING GLASS DOORS. 3. SHOW ER AND BATHTUB ENCLOSURES. 4. GLAZING N ITH TH R EXPO SED EDGE W NTH IN AND 24" RAD ]US ARC O F E3TH ER VE:RTIDAL EDGE OF DOOR IN THE CLOSED POSal)N AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE N ALK31NG SURFACE. 5. GLAZING G R EATER THAN 9 SQUARE FEET THAT 1S LESS THAN 18" ABOVE FINISH ED FLOOR. 6. GLAZING IN ALL GUARD RAUB. A { SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEN PERSD GLASS 155 USED AS z SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND AIL OF THE FOLLOW ING C'OINDzrDNS ARE M ET 1. THE G LAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0' ABOVE ANY N AUMG SURFACE OR ACCESSIBLE AREA. THE NOM INAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 t ' M ECHAN MAL SOLID FUEL BURNING APPLIANCES 3N CWD B AIItT30H T STOVES, P213PIACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. AIL SOLID FUEL[, BURNING APPLIANCES SHALL COMPLY N ITN THE PROVE3DNS OF THE STERNATIONAL BUILDING CODE AND TH B UN >FO RM 14 SCH AN DAL CO D S. J UEATJNG EACH DW RILING UN IT SHALL BE PROVIDED N NTH HEATING FAC=3BS CAPABLE O F 14AINTAL43NG A TEN MATURE OF 70 DEGREES FAHRENHEIT AT A H933HT OF 3' -0` ABOVE THE FLOOR IN ALL HABITABLE ROOMS N HER THE OUTSIDE TEN PHI ATURS 15 AS SECT FORTH IN THE p8F3N3TION OF BUILDING ENVELOPE FROM THE W ASH3NGTON STATE ENERGY CODE: THE BIENENTS OFA BUILDING N HIGH ENCLOSE COND3TDNBD SPACES THROUGH N HLH TH ERMM AL RN SRGY MAY BE TRANSFERRED TO OR FROM THE BXTSR D R EXCEPT AS EXEMM PI BY THEN S B.C. .. FUEL BURNING APPLIANCES LOCATED N NTH3N THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIDNS OF THE UNIFORM M ECHAN3CAL CODE. 2. PURL BURNING APPLIANCES CES LOCATED OUTSIDE THE BUILDING ESN VBIU PE SHALL M EBT THE PROVEDNS OF THE UNIFORM M ECHAN ECAL CODE 3. DUCTW ORK IDCAT30N AND SOURCE OF COMBUSTION AIR SHALL, MEET THE PROVISDNS OF TH 8 UN IFO RM M BCHAN DAL COD B AIL W ARM AIR FURNACES SHALL BE L TM AND LABEL BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM M ECH AN I AL CODE. APPLIANCES IN TENDED FOR 3N STALLATD N IN CLO SETS , ALCOVES OR CONFINED SPACES SHALL BE SO I== AND IN STALLED PER TH B UN ]FO RM M ECHAN XAL CO D H. NO W ARM AIR FURNACE SHALL, BE INSTALLED IN A CLOSET OR ALCOVE W IL'H A SPACE LESS THAN 12" W IDER THAN THE FURNACE OR A CLEARANCE OF 3' ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM M BCH AN EAL CODS . LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR IACATDN WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUEIED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLUOR SPACE BAS EN ENT UNLESS SUCH LO CATD N E PROVIDED W 3TH AN APPROVED M BANS FOR R BM 0 VAL OF UN BU RN ED GAS PER TH E UN IFO RM M SCHAN DAL CO D H. HEATING AND CO 0 LIN G APPLIANCES LOCATED IN GARAGE AND W H ICH G EN ERATB A FLU W SPARK 0 R FLAN 8 CAPABLE 0 F 13IN IT3NG FLAN M ABLE VAPO RS SHALL BE IN STALLED N 3TH TH B PILOTS AND BURNERS OR HEATING ELEM EN TS AND SN 3TCH BS AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAM PERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE N ALL, FLOOR OR CEILING SEPARATING A RESIDENCE 13ROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE 43 ROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS W 3THIN THE GARAGE ARB CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.0191v 6NO .26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE G ARAG B PER THE UNIFORM M ECH AN IDAL CODS . WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAW L SPACES SHALL COMPLY N IM THE UN IFO RM M SCH AN 3CAL CODS . EVERY APPLIANCE DESIGNED TD BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM CON PLYING N ITEM TH E UN 3FO RN M ECHAN KCAL CO D S. EVERY FACTORY BUILT CH 34 N EY, TYPE L VENT, TYPE B GAS VENT O F TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS NSTALLATIDN 3NSTRUCTIDNS AND THE RHQUSEM ENTS OF THIS UNWORN MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERM INATB PER THE UN III RM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALT, TERM ] NATB NOT LESS THAN 2' -0" ABOVE THE H 33HBST POINT W HERB THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER 7H AN ANY PO RTD N OF THE BU ]ID IN G N 3TH 3N 10' -0" OF THE VENT PER THE UN ]FO RM M BCH AN ]CAL CO D S. VENT CONNECTORS SHALL BE INSTALLED N ]THIN THE SPACE OR AREA IN N H ICH THE APPLIANCE I5 LOCATED AND SHALL BE CONNECTED TO A CH S N KY OR VENT IN SUCH A MANNER AS TO M A IN TA IN TH B CIBARAN CB TO CO M BU ST IB LES PER TH B UN GPO RM M BCH AN ]CAL CO D H. HF.A<TINQ EOUIPM ENT ARIL. H BATING BQ U IPM ENN T SHALL M BET THE R BQ U E EM EN TS OF THE 1987 NATO HAL APPLAN CB $NBRGY CONSERVATIDN ACT AND BE SO LABBIJID . RQUTPMENT SHALL ALSO COMPLY W ITH 8ECTDN 1411 OF THE N A B.C. HVAC ®QUIPH ENT FOR LOW -RIBS RESIDENTIAL SHALL BB SIZED NO GREATER THAN 150* OF DESIGN LOAD 2ITEGRATED W HOLE HOUSE VENT SYSTEM SPECIOPL^ATDNS FROM THE 2000 N ASH INGTON STATE VENTRATIDN AND INDOOR AIR QUALITY CODE FOR TH9 INTERN IITENT'LY OPERATED INTEGRATED PORCBD AIR VENTILATIDN SYSM . �.. SOURCE SPECIFIC VENTRATDN R®QUIiREM ENTS. A. EXHAUST PAN R RQ U I<R SM R TS : c' 1. BATHROOM S, LAUNDRIES, AND PON DER ROOM 8 - 50 CPM 0 0.25' N 0. 2. KITCHENS - 100 CPM o 025' N D. RANGE HOODS AND DON N DRAFT RANGES MAY BE RATED AT 100 C PM N 010" N 0. 04 IN) W HEN USED FOR EXHAUST PAN R ®QUIRES R N TS . B. EXHAUST DUCT RRQUI RR M ENTS : 1. BE INSULATED TO R M IN) IN UNCONDTT'DNED SPACES. 2. BE RQ U IPPED N 3TH A BACK DRAFT DAMPER 3. TERM INATB OUTSIDE THE BUILDING . f 4. CO M PLY WITH TABLE 3-3 ON THE SH BET . OUTDOOR AIR SHALL BE SU PPL.ISD TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOW LNG METHOD. 3 . FRESH AIR INLET DUCT SHALL CON PLY N ]TH THE FOLLOW ING: ' A . BE S ]ZED ACCO RD INCA TO TABLE 3 -5 0 N TH 38 SH EST. 18. BB DUCTED FROM THE EXTERIOR AND CO NN BCTED TO THE RETURN AIR STREAM W ITH IN FOUR PERT U PSTRRAN OF THE FURNACE BID N Mt. a } C . BE INSULATED TO R-4 M IN) W HEN LOCATED N ] H 1N HEATED S PACES . ; D . BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FO REIGN MATERIAL. R. NOT RECEIVE AIR FROM THE FOLLOW ING AREAS: I. W ]TH IN TEN FIST OF AN APPLIANCE VENT 0 UTLBT , UNLESS THE VENT 0 UTLBT IS THREE FIST ABOVE THE FRESH AIR INLET. 2. W HERB IT N ILL PICK UP O&WMNABLE ODORS, FUR ES OR FLAMMABLE VAPORS. ' 3. A HAZARDOUS OR UNSANITARY LO CATD N . j 40 A ROOM OR SPACE HAVING PURL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET PROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, s UNLESS THE VENT OPENING E AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAM L SPACES OR GARAGES. r . THIS INLET DUCT SHALL 92 BOU13PPED WITH ONE OF THE FOLLOW ING: A. A MOTORIZED DAM PER CONNEECTIID TO THE AUTOMATIC CONTROL TI4 BR, OR 1 B. A FDCED DAM PER INSTALLED AND SET TO M BST M EASU RED FLOW RATES AS S PBC UMM IN TABLE i 3-2 ON THIS SHEET', OR ,+ s C. AN AUTOMATIC FLOW RHOULATING DBVZB N NTH FIELD M BASURED M IN 14 UM NEGATIVE t PRESSURE OF 0.70' W ATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. ' THE VENTILATIDN SYST04 SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TI4 BR INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIM ER SHALL BE CAPABLE OF CONTINUOUS OPEtATDN AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPBCTIDN THE TIMER. SHALL BE SET TO OPERATE THE N HOLE HOUSE SYST04 FOR A M IN IN UM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS CW HOLE HOUSE VENTILATIDN 0399 OPERATING INSTRUCT'DNS) ". OTEs KING COUNTY RECOMMENDS THE INSTALIATDN OF A CENTRALLY LOCATED N HOLE HOUSE AIIST PAN N 3TH A MINIMUM 80N B RATING OF 15 AND BIZBD ACCORDING TO TABLE 3,2 ON THIS EST AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS N ILL FACILITATE FRESH Alt E'TRIBUTDN AND REDUCE THE POSSIBMM 0? 140M VRR LADEN AIR BEING DRIVEN INTO THE � IIILD3NG CAVITIES. NTBRIDR DOORS SHOULD BE UNDERCUT ONE HALF INCH (112") ABOVE THIS ' FIN ISHED FLOOR. ;. { TABLE 3 � • . , VBINTIIAT'DN RATES FOR ALL GROUP R OCCUPANCIES POUR STORIES AND LESS M IN 314 UM AND MAX14UM VRNTIIATIDN RATES: CUBIC FIST PER M ]NUTS CFM ) 'FLOOR 2 OR LESS 3 4 S 6 7 8 jARBA, PT MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX M IN MAX M IN MAX ' k 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 , X501 1000 55 83 70 105 85 128 100 150 1 115 173 130 195 145 218 , 1001 1500 60 90 75 113 90 135 205 1 156 1 120 180 135 203 150 225 a501-2000 65 1 98 80 120 95 143 110 165 125 188 140 210 155 233 s +20012500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 � P501-3000 75 113 1 90 135 105 158 120 180 135 203 150 225 165 248 , 0001-3500 80 120 95 143 110 165 125 188 140 210 1 155 233 170 1255 k 501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 X 001 -5000 95 143 110 165 125 188 140 1 210 155 233 170 255 185 278 0001.6000 105 158 120 180 135 1 203 150 225 165 248 180 270 195 293 6001000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 h001 4000 125 188 140 210 155 233 170 1 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 P 9000 1 145 218 L160 240 175 263 190 285 205 308 220 1 330 235 353 1 3 i r j . . Q o► A lJ no u O O 0 FOR R ESID EN CEGS THAT MUM 8 BEDROOMS, INCREASE THE M 3N 14 UM REQUIREMENT LISTED FOR 8 EDROOM S BY AN ADD IDNAL 15CFM PER BEDROOM . THE M AXIrM UM CPM IS EQUAL M 15 T24 ES THE N 14 UM . f + t TABLE 3 3 ! (?RBS EXHAUST DUCT SIZING REVIEW FOR FAN TESTED M1N14UM 14 AX34UM MIN 14 UM MAX MAXMUM CODE COW LLANCE v�✓ CFM FLEX LENGTH SN 00TH LENGTH ELBOW S ".or �-%• o•-r 025'N G . D TAM BTER FEET D AM TER FEET 1 50 4INCH 25'-0" 41NCH 701-0" 3 DEC ° vv 2 72004 50 5 INCH a0'-0" 5 INCH l00'-0" 3 50 6 INCH NO LIr! IT 6 INCH NO L Is 3 . . ,.._ _ C :Cy 1 uk wila 80 4 NCH NA 4 NCH 20'-0" 3 80 S INCH 15'-0" 5 INCH 100' -0" 3 1 SI.�1�� n M a 00 6 INCH 80'4" 6INCH NO L24 IT 3 �n 100 5IN CH 2 N ,A 5 INCH 50'-0" 3 , 100 6 INCH 45 fi ]NCH NO L3M IT 3 . 125 6 INCH 15'-0" 1N 6 CH NO L3M IT 3 125 7 INCH 0 10'4' 7 INCH 140 L14 ZT3 3 cr (NOTE. 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10 FROM LENGTH. 42. FLEX DUCTS 0 F TH B DAM TER ARE NOT PERM 3TTED N ITH FANS OF TH S SEE n � TABLE 3& PER SC R IpTIV B INTEGRATED FORCED AIR SUPPLY DUCT SIZING REQUIRED FLOW CPM) M IN SM OOTH MIN FLEX BLB MAX LEGTH MAX NUM BER SEC O PER TABLE 3-2 DUCT D AM ETBR DUCT D AM ETER OF ELBOW S Crry� so-so 6 INCH 7 INCH X20'-0" 3 TV ED A DEC 1 OJ 60 -125 7 INCH 8 IN 20'-0" 3 4= (� PE o o ul�J 135 -175 S INCH 10 INCH 20'4" 3 �TCEJI rIM o 01 170 - 240 8 INCH 11 INCH 20 3 NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DAN BTER l INCH � 2. FOR ELBOW S NUMBERING MORE THAN 3 INCREASE DUCT DAM TER 1 ITCH I UCTN ORK (ni)) ' ANY LOAD 18 PLACED UPON THE TRUSS. DAR30NAL AND SIi AY BRACING SHALL BE USED TO OR AS $PBCWM IN BNCTDN 502.15 OF THE N 3 2.C. DUCT SYSTEM S OR FACTORY B UILT AIR DUCTS SHALL BE OF M STAL AS BET FORTH BY THE v BRACE ALL TRUSSES. UN IIbRM M ECHAN ZAL CODE. O 12. LUG AND 901D TIM BER N ALLS N 31H A M IN24UM AVERAGE 7WLI NRS$ OF 3 S" ARE EM PT (RECTANGULAR, FLAT,OVSAL AND ROUND DUCT JD INTS AND SEAM SHALL BE A IRTI3HT PRk TH t ALL TRUSSES SHALL BE DESIGNED FOR UNWORN LOADING AS FOLLOW S: FROM THE INSULATION RHOUIREMENT. UNIFORM M EBCHANICAL CODE. 3NSTALLAT nN OF DUCTS SHALL COX PLY N l H TH9 UN ]FORK M BECHAN JCAL CODE. TOP CHORD 35 PSF OF TRIBUTARY N IDTH UCT INSULATDN BE INSTALLED IN ACCORDANCE N lrH TH E UN WORK M BECHAN GAL CODE» BOTTOM CHORD 5 PSF 0FTRBUTARY N IDTH TILE ROOF 45 PSF TOPCHORD 5 PSF BOTTOM CHORD ' ��i'MRrlt`.7•'� '1M�tgc .ditCfa":d14.+.YK'•a'� ,...M+..a�.e».:.. � -` ,. ,.. i - .- ..•... . � r • ., ... ... .. .. -. .. .... _.. .. .. . - ..- ... •. _ ._ _ r 'N s• •�"•'�- `s -,Yw r.... .. �.�v- w...VY�..- ti'MY- ...�.11► ✓.� .� ..�.• ♦..�.•. 1 •..Y/. ...•.....•T ••.! .... .ham � -•�• t F . - - -- , r -, v.•r� -w 1 '.�ey.• -.w•.. • •-. w ••r. .n• ♦ ' • Y,• y�y[ .. .• y .. �. .. - ..,. •+ .. r . +r . _ .. • ♦►.....��....n- . .. •. .. _. .. ,y... • ....- . ., .• - ,yy -. .. .. ........ .i- s+i. -+w .. r� �.•. ♦ �.r. - ..�•r^- w.�u•.M -Y� i.r.r�i.i�.�.iii1..��' .a.�+�.r.iiiiiwil �i9..w �i ..� �a�� �lT� � � d , .. y -- - - ... ....... .. _ �►.'M', !�•. i - - '.•,.' •b .1i'Y111'4 G• .s,la, * .W"k M • , ' y+Y tY Y . ""'y7.►.• „ . r •. fir+. +••.�.,. a.- . _ ♦.... .�..♦... T 4 BANGERS SHOW N ON DRAW INGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY NOMINAL R -VALDRL.S ARE FOR WOOD FRAM BASSEMBLIES ONLY OR ASSEMBLIES BUILT IN SIMPSON COMPANY OR APPROVED EQUAL. ACCORDANCE 3TH SBCTDN 601a OF THEW SBr. R= OOD I. M IN 34 UM RBQ U IREM RN TS PO R EACH 0 PTD N LISTED FO R MEAN PIE, IF A PRO PO SED DESIGN N HAS A GLAZING RATIO TO THIS CONDITIONED PLO 0R AREA OF 13V , IT SHALL CON PLY W ITH ARNA i INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE Ni " CDX TONGUE AND U- FACTOR DESIGNS W H3CCH CANNOT MBST THE SPECIFIC REQUIREMENTS OF A LISTED OPTIDN ABOVE CNLMG GRADE 11T. BILON ON VNRTrA OVNRBNAD REQUIREMENT APPLIES TO ALL CEUMO S EXCEPT SINGLE RAFTER OR JO 3ST VAULTED TED 1 OP CEILINGS. ADV'DENOTBS ADVANCE FRAM ED CEILING. gLUE LAM IlN ATID T& BERS 3. BELOW GRADE 4. GRADE RIAQUDRHNENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE FLOOR L M PROVIDE NORMAL WORKING STRESS VALDES OF; 2,400 PSI IN BENDING, 1,100 PSI IN 3NSULATDN INSTALLED ON BELON GRADE N AILS SHALL BE A N ATER RES39TANT MATERIAL TENSION, 10600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSIDN GRADE PERPEND$CULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATIDN 24F -V4). OWE SPECIFICATIONS. SEE SECTION 6022 OF THE N 880. L 12% 035 058 020 R 38 R 30 R 15 R 15 R-10 R-30 R -10 IL 15t 0 X40 0 020 R 38 R 30 R -21 R-21 R-10 R-30 R 10 III. vrL a>D OROVtRi 0 AO 058 020 R 38 R 30 R -21 R -21 R 10 R 30 R -10 OCR1 mu CT LESS THAN OR EQUAL TO THAT VALUE. 0 VER H BAD GLAZING N IIH U -PACTO R OF U• O A O OR ALL ROOF TRUSSES SHALL BE FRAMED AND T= INTO THE FRAME N ORK AND SUPPORTING LESS B NOT INCLUDED IN GLAZING AREA Li ]TATDNS. N ALL$ 90 AS TO FORM AN INTEGRAL PART OF THE W HOLE STRUCTURE . ROOF TRUSSES SHALL HAVE X 3NTS N ELL PIPPED AND SHALL HAVE AIL TENSID N MEMBERS N RILL TZNHTRI® BBPORB 11. OV9 RHEAD GLAZING SHALL HAVE U- PACTORS DETERM ] NED IN ACCORDANCE W ITH NFRC 100 ONLY r DOORS, W INDOW SAND SKYLIGHTS DOORS TO THE EITERIDR SHALL HAVE A MAX14UM 7 -1/2• STEP TO A MINIMUM 36' DEEP LANDING. ALL GLAZING SHALL MEET THE R EQ U IRE M EN TS OF THE N S.R.C. TABLE 6-1 UN LESS NOTED O TH SRN SSE ALL SKYLIGHTS AND SKYN ALLS SHALL HAVE LAM INATED GLASS UNLESS NOTED OTHERN ]SIB AIL BEDROOM EM ERGENCY EGRESS N INDOW S SNAIL. HAVE A M NS UM NBT CLEAR O PEN ING OF 5 .7 SQ UARB Par. M IN II UM NET CIGAR 0 PEN ABLE W IDTH OF 20" AND A M 3 N E UN NET CLEAR OPENING HEIGHT OF 24 MAXIMUM FINISHED SILL HEIGHT OF 44'ABOVE FLOOR { ALL FACTORY BUILT W NDON S TO BE CONSTRUCTED TO PERM IT MAXIMUM NFUTRATDN OF OS CFM PER LII HAL PO 0 T 0 F 0 PERABLE SASH PER 14 Rl AS TESTED BY STANDARD N F3LTRATD N CR ITER A ABOVE, BUT SHALL BE MADE N BATH ER -STR MPPED , CAUIJmD AND BE MADE TIGHTLY FITTING SLIDING GLASS DOORS TO PERMIT M AXIS UM 3N F]LTRATIDN OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR I - MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODELNUMBERS. N BIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING WCATDN3 PER TNTERNATIDNALBUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLID3NG GLASS DOORS AND SN INGING GLASS DOORS. 3. SHOW ER AND BATHTUB ENCLOSURES. 4. GLAZING N ITH TH R EXPO SED EDGE W NTH IN AND 24" RAD ]US ARC O F E3TH ER VE:RTIDAL EDGE OF DOOR IN THE CLOSED POSal)N AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE N ALK31NG SURFACE. 5. GLAZING G R EATER THAN 9 SQUARE FEET THAT 1S LESS THAN 18" ABOVE FINISH ED FLOOR. 6. GLAZING IN ALL GUARD RAUB. A { SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEN PERSD GLASS 155 USED AS z SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND AIL OF THE FOLLOW ING C'OINDzrDNS ARE M ET 1. THE G LAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0' ABOVE ANY N AUMG SURFACE OR ACCESSIBLE AREA. THE NOM INAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 t ' M ECHAN MAL SOLID FUEL BURNING APPLIANCES 3N CWD B AIItT30H T STOVES, P213PIACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. AIL SOLID FUEL[, BURNING APPLIANCES SHALL COMPLY N ITN THE PROVE3DNS OF THE STERNATIONAL BUILDING CODE AND TH B UN >FO RM 14 SCH AN DAL CO D S. J UEATJNG EACH DW RILING UN IT SHALL BE PROVIDED N NTH HEATING FAC=3BS CAPABLE O F 14AINTAL43NG A TEN MATURE OF 70 DEGREES FAHRENHEIT AT A H933HT OF 3' -0` ABOVE THE FLOOR IN ALL HABITABLE ROOMS N HER THE OUTSIDE TEN PHI ATURS 15 AS SECT FORTH IN THE p8F3N3TION OF BUILDING ENVELOPE FROM THE W ASH3NGTON STATE ENERGY CODE: THE BIENENTS OFA BUILDING N HIGH ENCLOSE COND3TDNBD SPACES THROUGH N HLH TH ERMM AL RN SRGY MAY BE TRANSFERRED TO OR FROM THE BXTSR D R EXCEPT AS EXEMM PI BY THEN S B.C. .. FUEL BURNING APPLIANCES LOCATED N NTH3N THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIDNS OF THE UNIFORM M ECHAN3CAL CODE. 2. PURL BURNING APPLIANCES CES LOCATED OUTSIDE THE BUILDING ESN VBIU PE SHALL M EBT THE PROVEDNS OF THE UNIFORM M ECHAN ECAL CODE 3. DUCTW ORK IDCAT30N AND SOURCE OF COMBUSTION AIR SHALL, MEET THE PROVISDNS OF TH 8 UN IFO RM M BCHAN DAL COD B AIL W ARM AIR FURNACES SHALL BE L TM AND LABEL BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM M ECH AN I AL CODE. APPLIANCES IN TENDED FOR 3N STALLATD N IN CLO SETS , ALCOVES OR CONFINED SPACES SHALL BE SO I== AND IN STALLED PER TH B UN ]FO RM M ECHAN XAL CO D H. NO W ARM AIR FURNACE SHALL, BE INSTALLED IN A CLOSET OR ALCOVE W IL'H A SPACE LESS THAN 12" W IDER THAN THE FURNACE OR A CLEARANCE OF 3' ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM M BCH AN EAL CODS . LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR IACATDN WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUEIED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLUOR SPACE BAS EN ENT UNLESS SUCH LO CATD N E PROVIDED W 3TH AN APPROVED M BANS FOR R BM 0 VAL OF UN BU RN ED GAS PER TH E UN IFO RM M SCHAN DAL CO D H. HEATING AND CO 0 LIN G APPLIANCES LOCATED IN GARAGE AND W H ICH G EN ERATB A FLU W SPARK 0 R FLAN 8 CAPABLE 0 F 13IN IT3NG FLAN M ABLE VAPO RS SHALL BE IN STALLED N 3TH TH B PILOTS AND BURNERS OR HEATING ELEM EN TS AND SN 3TCH BS AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAM PERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE N ALL, FLOOR OR CEILING SEPARATING A RESIDENCE 13ROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE 43 ROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS W 3THIN THE GARAGE ARB CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.0191v 6NO .26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE G ARAG B PER THE UNIFORM M ECH AN IDAL CODS . WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAW L SPACES SHALL COMPLY N IM THE UN IFO RM M SCH AN 3CAL CODS . EVERY APPLIANCE DESIGNED TD BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM CON PLYING N ITEM TH E UN 3FO RN M ECHAN KCAL CO D S. EVERY FACTORY BUILT CH 34 N EY, TYPE L VENT, TYPE B GAS VENT O F TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS NSTALLATIDN 3NSTRUCTIDNS AND THE RHQUSEM ENTS OF THIS UNWORN MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERM INATB PER THE UN III RM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALT, TERM ] NATB NOT LESS THAN 2' -0" ABOVE THE H 33HBST POINT W HERB THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER 7H AN ANY PO RTD N OF THE BU ]ID IN G N 3TH 3N 10' -0" OF THE VENT PER THE UN ]FO RM M BCH AN ]CAL CO D S. VENT CONNECTORS SHALL BE INSTALLED N ]THIN THE SPACE OR AREA IN N H ICH THE APPLIANCE I5 LOCATED AND SHALL BE CONNECTED TO A CH S N KY OR VENT IN SUCH A MANNER AS TO M A IN TA IN TH B CIBARAN CB TO CO M BU ST IB LES PER TH B UN GPO RM M BCH AN ]CAL CO D H. HF.A<TINQ EOUIPM ENT ARIL. H BATING BQ U IPM ENN T SHALL M BET THE R BQ U E EM EN TS OF THE 1987 NATO HAL APPLAN CB $NBRGY CONSERVATIDN ACT AND BE SO LABBIJID . RQUTPMENT SHALL ALSO COMPLY W ITH 8ECTDN 1411 OF THE N A B.C. HVAC ®QUIPH ENT FOR LOW -RIBS RESIDENTIAL SHALL BB SIZED NO GREATER THAN 150* OF DESIGN LOAD 2ITEGRATED W HOLE HOUSE VENT SYSTEM SPECIOPL^ATDNS FROM THE 2000 N ASH INGTON STATE VENTRATIDN AND INDOOR AIR QUALITY CODE FOR TH9 INTERN IITENT'LY OPERATED INTEGRATED PORCBD AIR VENTILATIDN SYSM . �.. SOURCE SPECIFIC VENTRATDN R®QUIiREM ENTS. A. EXHAUST PAN R RQ U I<R SM R TS : c' 1. BATHROOM S, LAUNDRIES, AND PON DER ROOM 8 - 50 CPM 0 0.25' N 0. 2. KITCHENS - 100 CPM o 025' N D. RANGE HOODS AND DON N DRAFT RANGES MAY BE RATED AT 100 C PM N 010" N 0. 04 IN) W HEN USED FOR EXHAUST PAN R ®QUIRES R N TS . B. EXHAUST DUCT RRQUI RR M ENTS : 1. BE INSULATED TO R M IN) IN UNCONDTT'DNED SPACES. 2. BE RQ U IPPED N 3TH A BACK DRAFT DAMPER 3. TERM INATB OUTSIDE THE BUILDING . f 4. CO M PLY WITH TABLE 3-3 ON THE SH BET . OUTDOOR AIR SHALL BE SU PPL.ISD TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOW LNG METHOD. 3 . FRESH AIR INLET DUCT SHALL CON PLY N ]TH THE FOLLOW ING: ' A . BE S ]ZED ACCO RD INCA TO TABLE 3 -5 0 N TH 38 SH EST. 18. BB DUCTED FROM THE EXTERIOR AND CO NN BCTED TO THE RETURN AIR STREAM W ITH IN FOUR PERT U PSTRRAN OF THE FURNACE BID N Mt. a } C . BE INSULATED TO R-4 M IN) W HEN LOCATED N ] H 1N HEATED S PACES . ; D . BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FO REIGN MATERIAL. R. NOT RECEIVE AIR FROM THE FOLLOW ING AREAS: I. W ]TH IN TEN FIST OF AN APPLIANCE VENT 0 UTLBT , UNLESS THE VENT 0 UTLBT IS THREE FIST ABOVE THE FRESH AIR INLET. 2. W HERB IT N ILL PICK UP O&WMNABLE ODORS, FUR ES OR FLAMMABLE VAPORS. ' 3. A HAZARDOUS OR UNSANITARY LO CATD N . j 40 A ROOM OR SPACE HAVING PURL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET PROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, s UNLESS THE VENT OPENING E AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAM L SPACES OR GARAGES. r . THIS INLET DUCT SHALL 92 BOU13PPED WITH ONE OF THE FOLLOW ING: A. A MOTORIZED DAM PER CONNEECTIID TO THE AUTOMATIC CONTROL TI4 BR, OR 1 B. A FDCED DAM PER INSTALLED AND SET TO M BST M EASU RED FLOW RATES AS S PBC UMM IN TABLE i 3-2 ON THIS SHEET', OR ,+ s C. AN AUTOMATIC FLOW RHOULATING DBVZB N NTH FIELD M BASURED M IN 14 UM NEGATIVE t PRESSURE OF 0.70' W ATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. ' THE VENTILATIDN SYST04 SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TI4 BR INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIM ER SHALL BE CAPABLE OF CONTINUOUS OPEtATDN AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPBCTIDN THE TIMER. SHALL BE SET TO OPERATE THE N HOLE HOUSE SYST04 FOR A M IN IN UM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS CW HOLE HOUSE VENTILATIDN 0399 OPERATING INSTRUCT'DNS) ". OTEs KING COUNTY RECOMMENDS THE INSTALIATDN OF A CENTRALLY LOCATED N HOLE HOUSE AIIST PAN N 3TH A MINIMUM 80N B RATING OF 15 AND BIZBD ACCORDING TO TABLE 3,2 ON THIS EST AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS N ILL FACILITATE FRESH Alt E'TRIBUTDN AND REDUCE THE POSSIBMM 0? 140M VRR LADEN AIR BEING DRIVEN INTO THE � IIILD3NG CAVITIES. NTBRIDR DOORS SHOULD BE UNDERCUT ONE HALF INCH (112") ABOVE THIS ' FIN ISHED FLOOR. ;. { TABLE 3 � • . , VBINTIIAT'DN RATES FOR ALL GROUP R OCCUPANCIES POUR STORIES AND LESS M IN 314 UM AND MAX14UM VRNTIIATIDN RATES: CUBIC FIST PER M ]NUTS CFM ) 'FLOOR 2 OR LESS 3 4 S 6 7 8 jARBA, PT MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX M IN MAX M IN MAX ' k 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 , X501 1000 55 83 70 105 85 128 100 150 1 115 173 130 195 145 218 , 1001 1500 60 90 75 113 90 135 205 1 156 1 120 180 135 203 150 225 a501-2000 65 1 98 80 120 95 143 110 165 125 188 140 210 155 233 s +20012500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 � P501-3000 75 113 1 90 135 105 158 120 180 135 203 150 225 165 248 , 0001-3500 80 120 95 143 110 165 125 188 140 210 1 155 233 170 1255 k 501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 X 001 -5000 95 143 110 165 125 188 140 1 210 155 233 170 255 185 278 0001.6000 105 158 120 180 135 1 203 150 225 165 248 180 270 195 293 6001000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 h001 4000 125 188 140 210 155 233 170 1 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 P 9000 1 145 218 L160 240 175 263 190 285 205 308 220 1 330 235 353 1 3 i r j . . Q o► A lJ no u O O 0 FOR R ESID EN CEGS THAT MUM 8 BEDROOMS, INCREASE THE M 3N 14 UM REQUIREMENT LISTED FOR 8 EDROOM S BY AN ADD IDNAL 15CFM PER BEDROOM . THE M AXIrM UM CPM IS EQUAL M 15 T24 ES THE N 14 UM . f + t TABLE 3 3 ! (?RBS EXHAUST DUCT SIZING REVIEW FOR FAN TESTED M1N14UM 14 AX34UM MIN 14 UM MAX MAXMUM CODE COW LLANCE v�✓ CFM FLEX LENGTH SN 00TH LENGTH ELBOW S ".or �-%• o•-r 025'N G . D TAM BTER FEET D AM TER FEET 1 50 4INCH 25'-0" 41NCH 701-0" 3 DEC ° vv 2 72004 50 5 INCH a0'-0" 5 INCH l00'-0" 3 50 6 INCH NO LIr! IT 6 INCH NO L Is 3 . . ,.._ _ C :Cy 1 uk wila 80 4 NCH NA 4 NCH 20'-0" 3 80 S INCH 15'-0" 5 INCH 100' -0" 3 1 SI.�1�� n M a 00 6 INCH 80'4" 6INCH NO L24 IT 3 �n 100 5IN CH 2 N ,A 5 INCH 50'-0" 3 , 100 6 INCH 45 fi ]NCH NO L3M IT 3 . 125 6 INCH 15'-0" 1N 6 CH NO L3M IT 3 125 7 INCH 0 10'4' 7 INCH 140 L14 ZT3 3 cr (NOTE. 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10 FROM LENGTH. 42. FLEX DUCTS 0 F TH B DAM TER ARE NOT PERM 3TTED N ITH FANS OF TH S SEE n � TABLE 3& PER SC R IpTIV B INTEGRATED FORCED AIR SUPPLY DUCT SIZING REQUIRED FLOW CPM) M IN SM OOTH MIN FLEX BLB MAX LEGTH MAX NUM BER SEC O PER TABLE 3-2 DUCT D AM ETBR DUCT D AM ETER OF ELBOW S Crry� so-so 6 INCH 7 INCH X20'-0" 3 TV ED A DEC 1 OJ 60 -125 7 INCH 8 IN 20'-0" 3 4= (� PE o o ul�J 135 -175 S INCH 10 INCH 20'4" 3 �TCEJI rIM o 01 170 - 240 8 INCH 11 INCH 20 3 NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DAN BTER l INCH � 2. FOR ELBOW S NUMBERING MORE THAN 3 INCREASE DUCT DAM TER 1 ITCH I UCTN ORK (ni)) ' ANY LOAD 18 PLACED UPON THE TRUSS. DAR30NAL AND SIi AY BRACING SHALL BE USED TO OR AS $PBCWM IN BNCTDN 502.15 OF THE N 3 2.C. DUCT SYSTEM S OR FACTORY B UILT AIR DUCTS SHALL BE OF M STAL AS BET FORTH BY THE v BRACE ALL TRUSSES. UN IIbRM M ECHAN ZAL CODE. O 12. LUG AND 901D TIM BER N ALLS N 31H A M IN24UM AVERAGE 7WLI NRS$ OF 3 S" ARE EM PT (RECTANGULAR, FLAT,OVSAL AND ROUND DUCT JD INTS AND SEAM SHALL BE A IRTI3HT PRk TH t ALL TRUSSES SHALL BE DESIGNED FOR UNWORN LOADING AS FOLLOW S: FROM THE INSULATION RHOUIREMENT. UNIFORM M EBCHANICAL CODE. 3NSTALLAT nN OF DUCTS SHALL COX PLY N l H TH9 UN ]FORK M BECHAN JCAL CODE. TOP CHORD 35 PSF OF TRIBUTARY N IDTH UCT INSULATDN BE INSTALLED IN ACCORDANCE N lrH TH E UN WORK M BECHAN GAL CODE» BOTTOM CHORD 5 PSF 0FTRBUTARY N IDTH TILE ROOF 45 PSF TOPCHORD 5 PSF BOTTOM CHORD ' ��i'MRrlt`.7•'� '1M�tgc .ditCfa":d14.+.YK'•a'� ,...M+..a�.e».:.. � -` ,. ,.. i - .- ..•... . � r • ., ... ... .. .. -. .. .... _.. .. .. . - ..- ... •. _ ._ _ r 'N s• •�"•'�- `s -,Yw r.... .. �.�v- w...VY�..- ti'MY- ...�.11► ✓.� .� ..�.• ♦..�.•. 1 •..Y/. ...•.....•T ••.! .... .ham � -•�• t F . - - -- , r -, v.•r� -w 1 '.�ey.• -.w•.. • •-. w ••r. .n• ♦ ' • Y,• y�y[ .. .• y .. �. .. - ..,. •+ .. r . +r . _ .. • ♦►.....��....n- . .. •. .. _. .. ,y... • ....- . ., .• - ,yy -. .. .. ........ .i- s+i. -+w .. r� �.•. ♦ �.r. - ..�•r^- w.�u•.M -Y� i.r.r�i.i�.�.iii1..��' .a.�+�.r.iiiiiwil �i9..w �i ..� �a�� �lT� � � d , .. y -- - - ... ....... .. _ �►.'M', !�•. i - - '.•,.' •b .1i'Y111'4 G• .s,la, * .W"k M • , ' y+Y tY Y . ""'y7.►.• „ . r •. fir+. +••.�.,. a.- . _ ♦.... .�..♦... T 4 BANGERS SHOW N ON DRAW INGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY 0, NOMINAL R -VALDRL.S ARE FOR WOOD FRAM BASSEMBLIES ONLY OR ASSEMBLIES BUILT IN SIMPSON COMPANY OR APPROVED EQUAL. ACCORDANCE 3TH SBCTDN 601a OF THEW SBr. R= OOD I. M IN 34 UM RBQ U IREM RN TS PO R EACH 0 PTD N LISTED FO R MEAN PIE, IF A PRO PO SED DESIGN ALL PLYW OOD WALL AND ROOF SHEATHING SHALL BE H " CDX, UNLESS NOTED OTHERW ISE. HAS A GLAZING RATIO TO THIS CONDITIONED PLO 0R AREA OF 13V , IT SHALL CON PLY W ITH MINIMUM NAMING SHALL BE 8D • 6" O.C. AT PANEL EDGLS AND 12" O.C. IN FMRD. SPAN ALL OF THE REQUIREMENTS OF THE 15# GLAZING OPTION OR HIGHER). PROPOSED INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE Ni " CDX TONGUE AND DESIGNS W H3CCH CANNOT MBST THE SPECIFIC REQUIREMENTS OF A LISTED OPTIDN ABOVE GROOVE UNLESS NOTED OTHERW LSE. M IN ]MUM NARMG SHAD BE 10D 0 6" O.C. • EDGES MAY CALCULATE CON PLIANCS BY CHAPTERS 4 OR 5 OF THE W S.B.C. AND 12" O.C. INFIELD. SPAN INDEX SHALL BE 40420. STAGGER AIL PANEL EDGES AT ROOF AND FLOOR SHEATHING. O R IE N TED STRAND BOARD V S B .) SHEATHING PRODUCTS OF IDQ U IVALEN T 2 • REQUIREMENT APPLIES TO ALL CEUMO S EXCEPT SINGLE RAFTER OR JO 3ST VAULTED TED SPAN RATINGS SHALL BE ALLOW ED. CEILINGS. ADV'DENOTBS ADVANCE FRAM ED CEILING. gLUE LAM IlN ATID T& BERS 3. REDQUDREMM ENT APPLICABLE ONLY TO SINGLE RAFTER OR JO3ST VAULTED CEILINGS. ALL OWE LAM INATED TIMBERS SHALL BE D O U G -P'IR LARCH, FABRICATED TO THE 4. BELOW G RAD B W ALLS SHALL BE INSULATED B ITN ER ON THE E XTSR D R TO A M IN IM UM LEVEL RIAQUDRHNENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE OF R -10, OR ON THE INTERIDR TO THE SAME LEVEL A N AILS ABOVE GRADE. EXTERIOR M PROVIDE NORMAL WORKING STRESS VALDES OF; 2,400 PSI IN BENDING, 1,100 PSI IN 3NSULATDN INSTALLED ON BELON GRADE N AILS SHALL BE A N ATER RES39TANT MATERIAL TENSION, 10600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSIDN MANUFACTURED FOR ]TES INTENDED USE, AND INSTALLED TO THE MANUFACTURERS PERPEND$CULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATIDN 24F -V4). OWE SPECIFICATIONS. SEE SECTION 6022 OF THE N 880. LAM 3NATED TIMBERS TO BE A]TC CERTIF'= . USE W ATBRPROOF GILTS. S. FLOORS OVER CRAW L SPACES OR EXPOSED TO AM BffiNT ASR COND3TDNS. MAN, UFAC,'TURE_D,2USSES C. REQUIRED SLAB PECRIMBTER IISULATDN SHALL. BE A WATER RESISTANT MATERIAL, ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM MANUFACTURED FOR US JNTENDED USE, AND NSTALLED ACCORDING TO THE ONLY THESE DESIGNS. TRUSSES SHALL BE SIAM PED BY THE ENGINEER OR BY A QUALITY MANUFACTURERE9 SPECEP AT?JNS. 888 SRCTDN 602A OF THE M SL.C. CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE BUBM =ED FO R APPRO VAL PR D R TO FABR ICATD N. 7. NOT USED IN CIM ATE ZONE 1 S. NOT USED IN CUM A TE ZONE 1 ALL NON BEARING N ALNB OR PARTITIONS SHALL BE HELL AN AY FROM THE TRUSS BOTTOM CHORD N 3TH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD N ILL NOT S. DOORS, XICWDING AIL RAE DOORS, SMALL HE ASS33NED DEFAULT U-PACTORS FROM TABLE BEAR ON THE N ALL OR PARTITIDN . 30-6C OF THIS N S B rC. APPROVED HANGERS SHALL BB USED AT ALL CONNBCTIDNS OF RAFTERS, JNCK OR HS TRUSSES 10. W HERB A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZ3NQ AREA COMBINED TO MAIN 03 RDER TRUSSES. VERTICAL PUNS OVERHEAD) AS A PERCENT OF GROSS CONDII'IDNED FLOOR AREA SHALT, BE LESS THAN OR EQUAL TO THAT VALUE. 0 VER H BAD GLAZING N IIH U -PACTO R OF U• O A O OR ALL ROOF TRUSSES SHALL BE FRAMED AND T= INTO THE FRAME N ORK AND SUPPORTING LESS B NOT INCLUDED IN GLAZING AREA Li ]TATDNS. N ALL$ 90 AS TO FORM AN INTEGRAL PART OF THE W HOLE STRUCTURE . ROOF TRUSSES SHALL HAVE X 3NTS N ELL PIPPED AND SHALL HAVE AIL TENSID N MEMBERS N RILL TZNHTRI® BBPORB 11. OV9 RHEAD GLAZING SHALL HAVE U- PACTORS DETERM ] NED IN ACCORDANCE W ITH NFRC 100 DOORS, W INDOW SAND SKYLIGHTS DOORS TO THE EITERIDR SHALL HAVE A MAX14UM 7 -1/2• STEP TO A MINIMUM 36' DEEP LANDING. ALL GLAZING SHALL MEET THE R EQ U IRE M EN TS OF THE N S.R.C. TABLE 6-1 UN LESS NOTED O TH SRN SSE ALL SKYLIGHTS AND SKYN ALLS SHALL HAVE LAM INATED GLASS UNLESS NOTED OTHERN ]SIB AIL BEDROOM EM ERGENCY EGRESS N INDOW S SNAIL. HAVE A M NS UM NBT CLEAR O PEN ING OF 5 .7 SQ UARB Par. M IN II UM NET CIGAR 0 PEN ABLE W IDTH OF 20" AND A M 3 N E UN NET CLEAR OPENING HEIGHT OF 24 MAXIMUM FINISHED SILL HEIGHT OF 44'ABOVE FLOOR { ALL FACTORY BUILT W NDON S TO BE CONSTRUCTED TO PERM IT MAXIMUM NFUTRATDN OF OS CFM PER LII HAL PO 0 T 0 F 0 PERABLE SASH PER 14 Rl AS TESTED BY STANDARD N F3LTRATD N CR ITER A ABOVE, BUT SHALL BE MADE N BATH ER -STR MPPED , CAUIJmD AND BE MADE TIGHTLY FITTING SLIDING GLASS DOORS TO PERMIT M AXIS UM 3N F]LTRATIDN OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR I - MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODELNUMBERS. N BIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING WCATDN3 PER TNTERNATIDNALBUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLID3NG GLASS DOORS AND SN INGING GLASS DOORS. 3. SHOW ER AND BATHTUB ENCLOSURES. 4. GLAZING N ITH TH R EXPO SED EDGE W NTH IN AND 24" RAD ]US ARC O F E3TH ER VE:RTIDAL EDGE OF DOOR IN THE CLOSED POSal)N AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE N ALK31NG SURFACE. 5. GLAZING G R EATER THAN 9 SQUARE FEET THAT 1S LESS THAN 18" ABOVE FINISH ED FLOOR. 6. GLAZING IN ALL GUARD RAUB. A { SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEN PERSD GLASS 155 USED AS z SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND AIL OF THE FOLLOW ING C'OINDzrDNS ARE M ET 1. THE G LAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0' ABOVE ANY N AUMG SURFACE OR ACCESSIBLE AREA. THE NOM INAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 t ' M ECHAN MAL SOLID FUEL BURNING APPLIANCES 3N CWD B AIItT30H T STOVES, P213PIACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. AIL SOLID FUEL[, BURNING APPLIANCES SHALL COMPLY N ITN THE PROVE3DNS OF THE STERNATIONAL BUILDING CODE AND TH B UN >FO RM 14 SCH AN DAL CO D S. J UEATJNG EACH DW RILING UN IT SHALL BE PROVIDED N NTH HEATING FAC=3BS CAPABLE O F 14AINTAL43NG A TEN MATURE OF 70 DEGREES FAHRENHEIT AT A H933HT OF 3' -0` ABOVE THE FLOOR IN ALL HABITABLE ROOMS N HER THE OUTSIDE TEN PHI ATURS 15 AS SECT FORTH IN THE p8F3N3TION OF BUILDING ENVELOPE FROM THE W ASH3NGTON STATE ENERGY CODE: THE BIENENTS OFA BUILDING N HIGH ENCLOSE COND3TDNBD SPACES THROUGH N HLH TH ERMM AL RN SRGY MAY BE TRANSFERRED TO OR FROM THE BXTSR D R EXCEPT AS EXEMM PI BY THEN S B.C. .. FUEL BURNING APPLIANCES LOCATED N NTH3N THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIDNS OF THE UNIFORM M ECHAN3CAL CODE. 2. PURL BURNING APPLIANCES CES LOCATED OUTSIDE THE BUILDING ESN VBIU PE SHALL M EBT THE PROVEDNS OF THE UNIFORM M ECHAN ECAL CODE 3. DUCTW ORK IDCAT30N AND SOURCE OF COMBUSTION AIR SHALL, MEET THE PROVISDNS OF TH 8 UN IFO RM M BCHAN DAL COD B AIL W ARM AIR FURNACES SHALL BE L TM AND LABEL BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM M ECH AN I AL CODE. APPLIANCES IN TENDED FOR 3N STALLATD N IN CLO SETS , ALCOVES OR CONFINED SPACES SHALL BE SO I== AND IN STALLED PER TH B UN ]FO RM M ECHAN XAL CO D H. NO W ARM AIR FURNACE SHALL, BE INSTALLED IN A CLOSET OR ALCOVE W IL'H A SPACE LESS THAN 12" W IDER THAN THE FURNACE OR A CLEARANCE OF 3' ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM M BCH AN EAL CODS . LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR IACATDN WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUEIED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLUOR SPACE BAS EN ENT UNLESS SUCH LO CATD N E PROVIDED W 3TH AN APPROVED M BANS FOR R BM 0 VAL OF UN BU RN ED GAS PER TH E UN IFO RM M SCHAN DAL CO D H. HEATING AND CO 0 LIN G APPLIANCES LOCATED IN GARAGE AND W H ICH G EN ERATB A FLU W SPARK 0 R FLAN 8 CAPABLE 0 F 13IN IT3NG FLAN M ABLE VAPO RS SHALL BE IN STALLED N 3TH TH B PILOTS AND BURNERS OR HEATING ELEM EN TS AND SN 3TCH BS AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAM PERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE N ALL, FLOOR OR CEILING SEPARATING A RESIDENCE 13ROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE 43 ROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS W 3THIN THE GARAGE ARB CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.0191v 6NO .26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE G ARAG B PER THE UNIFORM M ECH AN IDAL CODS . WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAW L SPACES SHALL COMPLY N IM THE UN IFO RM M SCH AN 3CAL CODS . EVERY APPLIANCE DESIGNED TD BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM CON PLYING N ITEM TH E UN 3FO RN M ECHAN KCAL CO D S. EVERY FACTORY BUILT CH 34 N EY, TYPE L VENT, TYPE B GAS VENT O F TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS NSTALLATIDN 3NSTRUCTIDNS AND THE RHQUSEM ENTS OF THIS UNWORN MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERM INATB PER THE UN III RM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALT, TERM ] NATB NOT LESS THAN 2' -0" ABOVE THE H 33HBST POINT W HERB THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER 7H AN ANY PO RTD N OF THE BU ]ID IN G N 3TH 3N 10' -0" OF THE VENT PER THE UN ]FO RM M BCH AN ]CAL CO D S. VENT CONNECTORS SHALL BE INSTALLED N ]THIN THE SPACE OR AREA IN N H ICH THE APPLIANCE I5 LOCATED AND SHALL BE CONNECTED TO A CH S N KY OR VENT IN SUCH A MANNER AS TO M A IN TA IN TH B CIBARAN CB TO CO M BU ST IB LES PER TH B UN GPO RM M BCH AN ]CAL CO D H. HF.A<TINQ EOUIPM ENT ARIL. H BATING BQ U IPM ENN T SHALL M BET THE R BQ U E EM EN TS OF THE 1987 NATO HAL APPLAN CB $NBRGY CONSERVATIDN ACT AND BE SO LABBIJID . RQUTPMENT SHALL ALSO COMPLY W ITH 8ECTDN 1411 OF THE N A B.C. HVAC ®QUIPH ENT FOR LOW -RIBS RESIDENTIAL SHALL BB SIZED NO GREATER THAN 150* OF DESIGN LOAD 2ITEGRATED W HOLE HOUSE VENT SYSTEM SPECIOPL^ATDNS FROM THE 2000 N ASH INGTON STATE VENTRATIDN AND INDOOR AIR QUALITY CODE FOR TH9 INTERN IITENT'LY OPERATED INTEGRATED PORCBD AIR VENTILATIDN SYSM . �.. SOURCE SPECIFIC VENTRATDN R®QUIiREM ENTS. A. EXHAUST PAN R RQ U I<R SM R TS : c' 1. BATHROOM S, LAUNDRIES, AND PON DER ROOM 8 - 50 CPM 0 0.25' N 0. 2. KITCHENS - 100 CPM o 025' N D. RANGE HOODS AND DON N DRAFT RANGES MAY BE RATED AT 100 C PM N 010" N 0. 04 IN) W HEN USED FOR EXHAUST PAN R ®QUIRES R N TS . B. EXHAUST DUCT RRQUI RR M ENTS : 1. BE INSULATED TO R M IN) IN UNCONDTT'DNED SPACES. 2. BE RQ U IPPED N 3TH A BACK DRAFT DAMPER 3. TERM INATB OUTSIDE THE BUILDING . f 4. CO M PLY WITH TABLE 3-3 ON THE SH BET . OUTDOOR AIR SHALL BE SU PPL.ISD TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOW LNG METHOD. 3 . FRESH AIR INLET DUCT SHALL CON PLY N ]TH THE FOLLOW ING: ' A . BE S ]ZED ACCO RD INCA TO TABLE 3 -5 0 N TH 38 SH EST. 18. BB DUCTED FROM THE EXTERIOR AND CO NN BCTED TO THE RETURN AIR STREAM W ITH IN FOUR PERT U PSTRRAN OF THE FURNACE BID N Mt. a } C . BE INSULATED TO R-4 M IN) W HEN LOCATED N ] H 1N HEATED S PACES . ; D . BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FO REIGN MATERIAL. R. NOT RECEIVE AIR FROM THE FOLLOW ING AREAS: I. W ]TH IN TEN FIST OF AN APPLIANCE VENT 0 UTLBT , UNLESS THE VENT 0 UTLBT IS THREE FIST ABOVE THE FRESH AIR INLET. 2. W HERB IT N ILL PICK UP O&WMNABLE ODORS, FUR ES OR FLAMMABLE VAPORS. ' 3. A HAZARDOUS OR UNSANITARY LO CATD N . j 40 A ROOM OR SPACE HAVING PURL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET PROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, s UNLESS THE VENT OPENING E AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAM L SPACES OR GARAGES. r . THIS INLET DUCT SHALL 92 BOU13PPED WITH ONE OF THE FOLLOW ING: A. A MOTORIZED DAM PER CONNEECTIID TO THE AUTOMATIC CONTROL TI4 BR, OR 1 B. A FDCED DAM PER INSTALLED AND SET TO M BST M EASU RED FLOW RATES AS S PBC UMM IN TABLE i 3-2 ON THIS SHEET', OR ,+ s C. AN AUTOMATIC FLOW RHOULATING DBVZB N NTH FIELD M BASURED M IN 14 UM NEGATIVE t PRESSURE OF 0.70' W ATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. ' THE VENTILATIDN SYST04 SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TI4 BR INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIM ER SHALL BE CAPABLE OF CONTINUOUS OPEtATDN AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPBCTIDN THE TIMER. SHALL BE SET TO OPERATE THE N HOLE HOUSE SYST04 FOR A M IN IN UM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS CW HOLE HOUSE VENTILATIDN 0399 OPERATING INSTRUCT'DNS) ". OTEs KING COUNTY RECOMMENDS THE INSTALIATDN OF A CENTRALLY LOCATED N HOLE HOUSE AIIST PAN N 3TH A MINIMUM 80N B RATING OF 15 AND BIZBD ACCORDING TO TABLE 3,2 ON THIS EST AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS N ILL FACILITATE FRESH Alt E'TRIBUTDN AND REDUCE THE POSSIBMM 0? 140M VRR LADEN AIR BEING DRIVEN INTO THE � IIILD3NG CAVITIES. NTBRIDR DOORS SHOULD BE UNDERCUT ONE HALF INCH (112") ABOVE THIS ' FIN ISHED FLOOR. ;. { TABLE 3 � • . , VBINTIIAT'DN RATES FOR ALL GROUP R OCCUPANCIES POUR STORIES AND LESS M IN 314 UM AND MAX14UM VRNTIIATIDN RATES: CUBIC FIST PER M ]NUTS CFM ) 'FLOOR 2 OR LESS 3 4 S 6 7 8 jARBA, PT MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX M IN MAX M IN MAX ' k 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 , X501 1000 55 83 70 105 85 128 100 150 1 115 173 130 195 145 218 , 1001 1500 60 90 75 113 90 135 205 1 156 1 120 180 135 203 150 225 a501-2000 65 1 98 80 120 95 143 110 165 125 188 140 210 155 233 s +20012500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 � P501-3000 75 113 1 90 135 105 158 120 180 135 203 150 225 165 248 , 0001-3500 80 120 95 143 110 165 125 188 140 210 1 155 233 170 1255 k 501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 X 001 -5000 95 143 110 165 125 188 140 1 210 155 233 170 255 185 278 0001.6000 105 158 120 180 135 1 203 150 225 165 248 180 270 195 293 6001000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 h001 4000 125 188 140 210 155 233 170 1 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 P 9000 1 145 218 L160 240 175 263 190 285 205 308 220 1 330 235 353 1 3 i r j . . Q o► A lJ no u O O 0 FOR R ESID EN CEGS THAT MUM 8 BEDROOMS, INCREASE THE M 3N 14 UM REQUIREMENT LISTED FOR 8 EDROOM S BY AN ADD IDNAL 15CFM PER BEDROOM . THE M AXIrM UM CPM IS EQUAL M 15 T24 ES THE N 14 UM . f + t TABLE 3 3 ! (?RBS EXHAUST DUCT SIZING REVIEW FOR FAN TESTED M1N14UM 14 AX34UM MIN 14 UM MAX MAXMUM CODE COW LLANCE v�✓ CFM FLEX LENGTH SN 00TH LENGTH ELBOW S ".or �-%• o•-r 025'N G . D TAM BTER FEET D AM TER FEET 1 50 4INCH 25'-0" 41NCH 701-0" 3 DEC ° vv 2 72004 50 5 INCH a0'-0" 5 INCH l00'-0" 3 50 6 INCH NO LIr! IT 6 INCH NO L Is 3 . . ,.._ _ C :Cy 1 uk wila 80 4 NCH NA 4 NCH 20'-0" 3 80 S INCH 15'-0" 5 INCH 100' -0" 3 1 SI.�1�� n M a 00 6 INCH 80'4" 6INCH NO L24 IT 3 �n 100 5IN CH 2 N ,A 5 INCH 50'-0" 3 , 100 6 INCH 45 fi ]NCH NO L3M IT 3 . 125 6 INCH 15'-0" 1N 6 CH NO L3M IT 3 125 7 INCH 0 10'4' 7 INCH 140 L14 ZT3 3 cr (NOTE. 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10 FROM LENGTH. 42. FLEX DUCTS 0 F TH B DAM TER ARE NOT PERM 3TTED N ITH FANS OF TH S SEE n � TABLE 3& PER SC R IpTIV B INTEGRATED FORCED AIR SUPPLY DUCT SIZING REQUIRED FLOW CPM) M IN SM OOTH MIN FLEX BLB MAX LEGTH MAX NUM BER SEC O PER TABLE 3-2 DUCT D AM ETBR DUCT D AM ETER OF ELBOW S Crry� so-so 6 INCH 7 INCH X20'-0" 3 TV ED A DEC 1 OJ 60 -125 7 INCH 8 IN 20'-0" 3 4= (� PE o o ul�J 135 -175 S INCH 10 INCH 20'4" 3 �TCEJI rIM o 01 170 - 240 8 INCH 11 INCH 20 3 NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DAN BTER l INCH � 2. FOR ELBOW S NUMBERING MORE THAN 3 INCREASE DUCT DAM TER 1 ITCH I UCTN ORK (ni)) ' ANY LOAD 18 PLACED UPON THE TRUSS. DAR30NAL AND SIi AY BRACING SHALL BE USED TO OR AS $PBCWM IN BNCTDN 502.15 OF THE N 3 2.C. DUCT SYSTEM S OR FACTORY B UILT AIR DUCTS SHALL BE OF M STAL AS BET FORTH BY THE v BRACE ALL TRUSSES. UN IIbRM M ECHAN ZAL CODE. O 12. LUG AND 901D TIM BER N ALLS N 31H A M IN24UM AVERAGE 7WLI NRS$ OF 3 S" ARE EM PT (RECTANGULAR, FLAT,OVSAL AND ROUND DUCT JD INTS AND SEAM SHALL BE A IRTI3HT PRk TH t ALL TRUSSES SHALL BE DESIGNED FOR UNWORN LOADING AS FOLLOW S: FROM THE INSULATION RHOUIREMENT. UNIFORM M EBCHANICAL CODE. 3NSTALLAT nN OF DUCTS SHALL COX PLY N l H TH9 UN ]FORK M BECHAN JCAL CODE. TOP CHORD 35 PSF OF TRIBUTARY N IDTH UCT INSULATDN BE INSTALLED IN ACCORDANCE N lrH TH E UN WORK M BECHAN GAL CODE» BOTTOM CHORD 5 PSF 0FTRBUTARY N IDTH TILE ROOF 45 PSF TOPCHORD 5 PSF BOTTOM CHORD ' ��i'MRrlt`.7•'� '1M�tgc .ditCfa":d14.+.YK'•a'� ,...M+..a�.e».:.. � -` ,. ,.. i - .- ..•... . � r • ., ... ... .. .. -. .. .... _.. .. .. . - ..- ... •. _ ._ _ r 'N s• •�"•'�- `s -,Yw r.... .. �.�v- w...VY�..- ti'MY- ...�.11► ✓.� .� ..�.• ♦..�.•. 1 •..Y/. ...•.....•T ••.! .... .ham � -•�• t F . - - -- , r -, v.•r� -w 1 '.�ey.• -.w•.. • •-. w ••r. .n• ♦ ' • Y,• y�y[ .. .• y .. �. .. - ..,. •+ .. r . +r . _ .. • ♦►.....��....n- . .. •. .. _. .. ,y... • ....- . ., .• - ,yy -. .. .. ........ .i- s+i. -+w .. r� �.•. ♦ �.r. - ..�•r^- w.�u•.M -Y� i.r.r�i.i�.�.iii1..��' .a.�+�.r.iiiiiwil �i9..w �i ..� �a�� �lT� � � d , .. y -- - - ... ....... .. _ �►.'M', !�•. i - - '.•,.' •b .1i'Y111'4 G• .s,la, * .W"k M • , ' y+Y tY Y . ""'y7.►.• „ . r •. fir+. +••.�.,. a.- . _ ♦.... .�..♦... T 4 ;e .` SHALL BE MIXED, PROPORTIONED, AND PLACED IN ACCORDANCE WITH IBC SECTION AM AND AGI 301. STRENGTHS AT 26 DAYS AND MIX CRITERIA SHALL LIE AS FOLLOWS: MIN. COMPRESSIVE BARS MAX. MINIMUM CEMENT TYKE OF CONCRETE STRENGTH, ft AT MAXIMUM NU C iCONTENT PER COGTRUGTION 26 DAYS SLUMP RATIO C06 YARD FOO'TIN65 3 PSI 3 IwAfs Ob8 SAGFC5 SLABS ON GRADE 3000 P51 3 INGFES Ob8 'S S�AGKS FOUNDATION WALL5 BOX P51 4 INCHES 0.45 WAS AND COLUft 22 db M db p Edo . THE MINIKH AMOUNTS OF CEMENT'ITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE MIX DE516N 15 SUBMITTED TO THE STRUCTIA L ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO AEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESI6M SHALL INCLUDE THE AMOUNTS OF CEMENT, PINE AND COARSE A66R66ATE, HATER AND ADMIXTURES, AS NEU AS THE INATER- CEMENT RATIO, SUMP, CONCRETE YIELD AND 5UB5TANTIATINI6 STRENGTH DATA IN A WROA1GE WITH THE LATEST EDITION OF AGI 318, CHAPTER 5. THE REVIEW OF MIX DE96N SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THE INFORMATION CONFORMS 6 RALLY NTH CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RMPMOIL17Y FOR SPECIFIED . ALL CONCRETE WITH SURFACES EXR05M TO 51ANDING NEATER SNAIL BE AIR - ENTRAINED WITH AN NR-CONTEMIT CONFORMING TO UBG TABLE Iq -A -I. REINFORCING 5TEE1.SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), 6RADE 60, N = 60pOO PSI. GRADE 60 REINFORCING BARS TO BE HELDED SHALL. CONFORM TO ASTM A106. MELDED WIRE FABRIC SHALL CONFORM TO A5TM A185. LONGITUDINAL REIN FORS IN DUCTILE FRAME AND IN WALL. BOUNDARY MEMOS SHALL COMPLY WITH ASTM AIOb. REINFDRGINNIG 57EEL 94AL.L BE DETAILED (MoLUDIN6 HOOKS AND BENDS) IN ACCORDANCE NTH THE LATEST EDITIONS OF AGI 315 AND 318. REINFORCEMENT MAY BE SPLICED ONLY YHERE INDICATED ON THE ORANWS6 EXC.EFT THAT REINFORCING INDICATED AS 'GOnwv MAY BE SPLICED AS REQURED BY THE CONTRACTOR FOR CON5TRUGTIBILITY. DEVELOPMENT AND SPLICE L.EN&TH5 SHALL BE AS FOLLOWS: (ct REFERS TO BAR DIAMETERS) CONDITION BARS fe' 23000 PSI fc' =4000 PSI CLASS A CLA56 B C4 A S A CLASS B I DEVELOPMENT LENGTH S M6 Z 1 01 44 db 55 d 51 db '12 db 36 db 46 db 50 db 62 db p Gdt DEV. LEWTH TOP BARS 406 k s7 51 db '12 db 15 db 413 db 50 db 62 db 65 db SI db p _ i DEV. L WTH HOOKED B►N S ALL 22 db M db p Edo DEV. LENGTH C04 RE%ION ALL 22 db A db e #3 SPLICE LENGTH COMPRESSION ALL 50 db 30 db C 41IRFORATION , E' E.. 05 O DIAMETER INSTALL IN STRICT ACCORD An :• REPORT NO 4:.. MINIKIM D43EDMENT ♦ B 1. MAINTAIN AT LEAST 31 T NEAMT C044MIE r W 5HALL CONFORM TO ASTM SPECIFICATION A►. tea. ♦ ♦ i M AY B w TED BY I I PER THE FOL.L001INS CRTERIA AND THE REMIRMCM OF DIVISION 61 TYPE OF ANGHORA6E TYPE OF ANCHOR POST AND COLUMN BASES GIP, EXPANSION' OR EPDXY LE06ER5 TO CONCRETE OR CMU GIP, EXPANI510N" OR EPDXY WALL TIES TO CONCRETE OR GMU GIP OR EPDXY MUDSILL. TO FOUNDATION GIP, EXPANSION" OR EPDXY HOLD" TO FOUNDATION GIP OR EPDXY H161I`5TRENSTH ANGHORA6E GIP EGIMPMENT ANOHORASE I GIP OR EPDXY EXPANSION ANCHORS MAY NOT BE USED YX THE ANCHOR 15 EXPOSED TO EARTH OR NFATHER SHALL L MEET THE FOLLOWING MINIMUUM REG�JIRENENTS: ALLOWABLE VALUES ARE BASED ON 5000 PSI CONCRETE OR 1500 PSI MASONRY, V4TH ANCHOR BOLTS PLACED WITH AN ED6E DISTANCE OF NOT LESS THAN 10 DIAME'TBR5. VAL.LES REFLECT SPECIAL INSPECTION. ES& INS j 5HALL BE KILN DRIED OR MICrM, AND 61RADED AND MARKED IN CONFORMANCE WITH YWA STANDARD 6RADIN6 RULES FOR MT COAST LLB, LATEST EDITION AND FURNISHED TO THE STANDARDS INDICATED ON THE PLANS, SCHEDULES AND DETAILS. THE DE516N 90AIN IN THI SE DRANIIN6515 BASED ON THE NATIONAL DESI6N SPECIFICATIONS FOR A= CONSTRUCTION (1 -ND5) PUBLISHED BY THE AMERICAN FOREST AND PAPER ASGOGIATION. ALL SHIMS 5HALL BE SEASaP AND DRIED AND THE SAME SPECIES AND 6RADE AS MS, CONNECTED. BARS PARTIALLY EMBEDDED IN HAND CONCRETE MAY NOT BE FIELD 6L.UED LAMINATED SHALL BE FABRICATED IN CONFORMANCE BENT UNLESS NOTED OTHERWISE ON THE DRANN66 OR APPROVED BY THE WITH ASTM AND AITG STANDARD5. EACH MEMBER SHALL BEAR AN STRUCTURAL. ENGINEER, AITG IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN CONCRETE PROTECTION (COV% FOR REINFORCIN6 STEEL SHALL BE AS, FOLLOW&: AITG CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE DITION BAR SIZES CLEAR COVER D SURFACES CAST F - 9 INCHES EARTH 0.11 D �aovaom 05 OR SMALLER 0� 1W4f5 EXPOSED TO EARTH OR HEATHER OR LARtiSER 2 INCHES COL..UMN AND BEAM REINFORCEMENT �a h INGFES INCLUDING TIES AND 5TIRRft YES amp INTERIOR 5URFAGES OF WALLS III OR SMALLER INCHES AND SLABS , CBA - A s CA-8 NO YES YES e #3 x .� AGZA I T NID NO P'U'BS In : IA 66Pi 2 to.16 (INTERNAL PRE56URE COEFF) 8�00 �00 � � O PRESSURE, IOsf EFFECTIVE AR% ALLOWABLE VALUES ARE BASED ON 5000 PSI CONCRETE OR 1500 PSI MASONRY, V4TH ANCHOR BOLTS PLACED WITH AN ED6E DISTANCE OF NOT LESS THAN 10 DIAME'TBR5. VAL.LES REFLECT SPECIAL INSPECTION. ES& INS j 5HALL BE KILN DRIED OR MICrM, AND 61RADED AND MARKED IN CONFORMANCE WITH YWA STANDARD 6RADIN6 RULES FOR MT COAST LLB, LATEST EDITION AND FURNISHED TO THE STANDARDS INDICATED ON THE PLANS, SCHEDULES AND DETAILS. THE DE516N 90AIN IN THI SE DRANIIN6515 BASED ON THE NATIONAL DESI6N SPECIFICATIONS FOR A= CONSTRUCTION (1 -ND5) PUBLISHED BY THE AMERICAN FOREST AND PAPER ASGOGIATION. ALL SHIMS 5HALL BE SEASaP AND DRIED AND THE SAME SPECIES AND 6RADE AS MS, CONNECTED. BARS PARTIALLY EMBEDDED IN HAND CONCRETE MAY NOT BE FIELD 6L.UED LAMINATED SHALL BE FABRICATED IN CONFORMANCE BENT UNLESS NOTED OTHERWISE ON THE DRANN66 OR APPROVED BY THE WITH ASTM AND AITG STANDARD5. EACH MEMBER SHALL BEAR AN STRUCTURAL. ENGINEER, AITG IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN CONCRETE PROTECTION (COV% FOR REINFORCIN6 STEEL SHALL BE AS, FOLLOW&: AITG CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE DITION BAR SIZES CLEAR COVER D SURFACES CAST F - 9 INCHES EARTH 0.11 D FORDED AND FINISHED SURFACES 05 OR SMALLER 0� 1W4f5 EXPOSED TO EARTH OR HEATHER OR LARtiSER 2 INCHES COL..UMN AND BEAM REINFORCEMENT ALL h INGFES INCLUDING TIES AND 5TIRRft YES GGA-C INTERIOR 5URFAGES OF WALLS III OR SMALLER INCHES AND SLABS , ABONE F%A -uMRED GONFORMANGE SHALL BE SUPPLIED BY A CITY OF SEATTLE CERTIFIED PLANT. ALL SIMIU SPAN BEAMS SHALL BE DOU6LA5 FIR COMBINATION 24F - V4, Fb = 2,400 PSI, Fv =165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb as 2400 PSI, Fv =165 PSI. CAMM ALL 6LU LAM BEANS TO 2,000' RADIUS. 6L.UED LAMINATED MEMO EXPOSED TO HEATHER OR M015TURE SHALL BE TREATED NTH AN ZOVW DATIVE. MANJFAGTURED Llkm SPECIFIED IN THESE MMN6515 BASED ON LUMBER MANUFACTURED BY THE TRU -J015T CORPORATION. ALTERNATE MANUFACTURERS MAY R USED SUB.Fe T Ti REVIEW AND ADDITIONAL CONCRETE COVER MAY BE REQUIRED FOR FIRE PROTECTION - SE PLAN NOTES AfRE APPROPRIATE. NON - SHRINK GROVE SHALL BE FM15HED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE NTH THE MANUFACTURERS INSTRUCTIONS. 6ROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON AHICH IT 15 PLACED (4 000 PSI MIMMU". AbKAQ&g& TO GONG= OR KA 0651-144 AGE (GIP) ANCHORS SHALL BE HAVE A 90- 0E6REE HOOK NTH AN INSIDE RADIUS OF 3db PLUS AN EXTENSION OF 15db AT THE FREE END. GIP ANCHORS IN MA50NRY SHALL BE 5ECURM IN PLACE PRIOR TO 6ROUTIN6. !PROVIDE I' 6ROUT MINIMUM AROUND ALL BOLTS IN MA50MRY. SIP ANCHORS IN GOWARETE MAY BE PLACED N 41LE THE CCWREM 15 IN A STIG STATE NNEfNN: 1) THE ANCHORS ARE NOT DETAILED OR SPECIFIED AS HOOKED AROUND OR TIED TO WI WTHIN THE 2) THE ANCHORS ARE MAINTAINED IN THE CORRECT POSITION MILE THE iCONCoRIETE REMAINS PLASTIC; A& THE WW4 M 15 PROPERLY CONSOLIDATED AROUND THE ANCHOR. [IBC 18075.11 EXPA�N ON BOLTS INTO CONCRETE SHALL BE XNK BOLT II', AND THIREADF.D EXPANSION INSERTS INTO CONCRETE 901L BE SLEEVE ANCHORS, AS MANUFACTURED BY HILTI CORPORATION. INSTALL IN STRICT ACCORDANCE WITH IGBO REPORT NO. 4677 INGL.UDIN6 MINIMUM DMENT REGIUNM)4 S. EPDXY- 680V1ED AW2M (THREADED ROD OR REINFORCING BAR) SHALL BE 6ROVTED WITH 0 5ET HHI64 STRENGTH EPDXY' BY SIMP5014 5TRON6 -TIE. INSTALL IN STRICT ACCORDANCE WITH IGBO REPORT ER 521 HOLES FOR EPDXY AWL+ ORS SHALL BE THOROU65HLY GLEANED WITH A NYLON AND PRE%URIZED AIR OR NUATEIR IN STRICT AC40WANGE WITH ER 5219. I. TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATINI6. i � EAM CATIQN A& INSTALLATION OF Ildn F 60 SHALL CONFORM TO THE NATIONAL OB16N SPECIFICATION FOR VWD CONSTRUCTION (MM-NDS), MI5HEO BY THE AMERICAN FOREST AND PAPER ASSOICIATION. DRILLED HOLES IN A= MEMBERS (EXCLUDING MF6. PLYVWD loft JOISTS) OHAL«. BE AS, 5HOM IN THE FOLLOWIN6 TABLE: FASTENERS LEAD HOLE DIAMETER I SHANK HOLE DIAMETER BOLTS 4 - p + 1/32' mm Z 5. 4 L46 sc 0.11 D WOOD SCREYB s 0.08D 0$8D NAI (IPRE DRILLED ONLY) BLOCKING BETYEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3) 8d 1. b' INDICATES THE WIC DIAMETER OF THE FA5TEtER. D SHALL LL BE NOT EXCEED I'. O INDICATES THE ROOT DIAMETER. 2. THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAME TER AS THE SHANK AND THE SA14E DEPTH OF PENETRATION AS THE LENGTH OF THE UNTHREADED 5HAN K. THE LEAD HOLE OR CLEARANCE HOLE SHALL NOT 8E REQUIRED FOR DIAMETERS % OR LESS, PROVIDED EDGE, END AND ISPAGIN6 15 TO BE SUFFICIENT TO PREVENT SPLITTING. S. LAS AND WOOD 5CFZ* SHALL BE INSTALLED BY TURNING OF A VfB4H OR SCREW DRIVER NOT DRIVEN WITH A HAMMER. 4. ALL BOLTS AND LA6 SGREM 5HALL CONFORM TO ASTM SPECIFICATION A301, Nz K51. WASHERS SHALL BE PLACED UNDER THE HEADS AND WTS OF ALL BOLTS AND LA6 SCREWS BEARINS ON WOOD. WOOD C.ONSTRUGTION GONAEGTORS GALLED OUT BY LETTERS AND N *4WRS BE , STRON6 -71E' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATAL06 (LATEST EDITION). PROVIDE NUMBER AND SIZE OF FA5TENEIRS AS SPECIFIED BY MANUFACTURER CONNECTORS SHUNT BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. ALL JOISTS AND MULTIPLE JOIST BEAMS 5HA11 BE COMWTED TO FLUSH BEAMS NTH 1Y SERIES JOIST HAN6ER5. NAILING SHALL CONFORM TO UBG TABLE 23- II -$-I: CO WTION NAILING JOIST TO SILL OR 61RDER, TOENAIL (3) 8d BRID61% TO JOIST, TOENAIL EACH END (2) 8d 16d • bloc 501.E PLATE TO JOIST OR BLACKING, FAGS NAIL TOP PLATE TO STUD, END NAIL (2)16d • 2x PLATES 2) 20d • 3X SILL PLATES STUD TO SOLE PLATE (4) 8d TOENAIL OR (2) 16d END NAIL DOUBLE TOP PLATES, FACE NAIL BETHEEN 5PLIGES _ 16d • Ib'oo BLOCKING BETYEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3) 8d RIM JOIST TO TOP PLATE, TOENAIL 8d • 6 TOP PLATES, LAPS AND INTEWS&T10NS, FACE NAIL (2) 16d Eo 5AM UJMBER ROOF AND FLOOR FRAMING PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST SPAN AND AROUND ALL OPENIN65. PROVIDE MD61NS 6 8' -O'oo AND FULL DEPTH SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS T06ETHER WITH (9) 16d • 12'o0. EOO MANX E TARED U M®ER ROOF AND FLOOR FRAMINtS ALL NECESSW BRID61NNkS, BLOGKIN6, SL.OGKIN6 PANELS, STIR, ETC, SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE ABOVE ITEMS SHALL BE IN 57RZT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. &Z, FLOOR 4 WAS 5HEATHIN6 SHALL 8E APA RATED, EXTERIOR OR EXPOSURE I, IN CONFORMANCE WITH UBC STANDARD NO. 23-2 OR 23-3. SEE PLAN NOTES AND SCHEDULES FOR THICKNE55, 5PAN RATING, BLOCKING AND NAILING REQUIREMIEHTS. GLUE FLOOR SHEATHING► TO ALL SUUPPORTIN& tEENBERS WITH ADHESIVE GONFORMIN6 TO APA SPECIFICATION AF& -01. ROOF AND FLOOR SFEATHIN6 SHALL BE LAID UP WITH 6RAIN PERPENDICULAR TO SUPPORT5. PROVIDE APPROVED PANEL EO6E CLF5 CENTERED BETYCEN RAFTERS OR TRUSSES AT UNBLOCKED ROOF SH EATHINI6 E06E5. ALL FLOOR SHEATHING SHALL HAVE APPROVED TONSUUE AND 6ROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW �6' SPACING AT ALL PANEL. MGM AND ENDS OF FLOOR AND ROOF SHEATHINNIG. 5TUJD YWL FRAMING SHALL BE 2x4 HF 57W 6RADE 57UD5 AT I6'oa AT INTERIOR WALLS AND 2x6 HF STUD 6RADE 5TUUD5 AT Woo AT EXTERIOR WALLS. STUD 11ALL5 SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR SILL PLATES MATCHING STUD SIZE, SPECIES AND GRADE. ALL LONER WOOD SOLE PL4TE5 SHALL BE ATTACHED TO WOOD FRAMING BELOW NTH Ibd NAILS AT 12'oc 5TA66ERED. WOOD 51LL PLATES SHALL BE BOLTED TO CONCRETE WITH %' DIAMETER ANCHOR BOLTS (EMBED 1 MIN) AT 6 -0 1 oo WITH 2x2x% THICK PLATE WASKM. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAN 12' OR LESS THAN (T) BOLT DIAMETERS ('i'?OMI EACH END OF EACH PIECE. TWO STUDS MINIMUM) SHALL BE PROVIDED AT THE ENDS OF WALLS, AT EACH 51DE OF ALL OPENINGS, AND AT THE END5 OF ALL BEAMS AND HEADERS. POSTS OF BUILT -W 2x STUDS SHALL BE NAILED TO EACH OTHER PER THE POST SCHEDULE. 5OLID BLOCKING FOR VOW POSTS 5HALL BE PROVIDED THROU&H'AL L FLOORS TO 5UPPORTIN6 MEMBERS (FOUNDATION) BELOrK. (2) 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS. G tIC LY 7 A'TM = 4 CaMON OF QMffir TORS S FA5 WOOD MATERIALS REMIRED TO BE TREATED WITH A PRESERVATIVE PER VW SECTION 2306 SHALL BE IDENTIFIED BY A QUALITY MARK IN ACCORDANCE WITH ANPA STANDARDS. TIMIBER CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE- TREATED OR FIRE- RETAROENT TREATED WOOD M S, SMALL BE HOT - DIPPED ZING COATED GALVANIZED SIM, STAINLESS STEEL, SILICON BRONZE OR COPPER. A BARRIER BETNEENN WATIVE- TREATED OR FIRE RETARDENT TREATED MEMOS CAN BE USED V#IEN APPROVED BY THE ENGINEER AND ARCHITECT. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR SELECTION OF THE APPROPRIATE GON NELTOR AND FASTENER GOATIN6 BASED ON THE INTENDED END USE OF THE COWTOR OR FASTENER AND THE CHEMICAL PRESERVATIVE USED IN THE TREATMENT OF MEMBER FOR AMC 44 IT 15 IN CONTACT. THE FOLLOWING TABLE SHALL BE USED FOR SELECTION OF CONNECTORS BASED ON GALVANIZED GOATINS OR 5TAINLE% STEEL. fASTBNERS USED 5HALL BE MADE OF THE WE MATERIAL AS THE CONNECTOR I. 58X = DOT SODIUM BORATE Coo" = GHROMATED COPPER ATE ACQ 4 ACQ - D = ALKALINE COPPER G UAT CBA-A 4 CA-8 = COPPER AZOTE NON -DOT = OTHER BORATE ACZA = AM HONIIAGAL COPPER ZING ARSENATE s ' R IEU'!ED FO ,ODE WMPL'A DEC 2 ? .Z city � ( Tukwila any feCEIY sclim � CBIW �3rs SHEET INDEX $1.1 512 1.65 oZ/sf (6185) 5C+EDUl..ES �PRODUUCT CHEMICAL t 0.40 oz/of FD6 PER ASTM STAINLESS STEEL NATIVE (6 AbW, AI53 OR AI23 0.192 UNTREATED MOOD 40 P5F FOR SHEARMALLS ROOF SNOW LOAD 5BX YES YES YES GGA-C Is = ID AC0-6 4 ACO-O , CBA - A s CA-8 NO YES YES Non - DOT x .� AGZA I T NID NO P'U'BS I. 58X = DOT SODIUM BORATE Coo" = GHROMATED COPPER ATE ACQ 4 ACQ - D = ALKALINE COPPER G UAT CBA-A 4 CA-8 = COPPER AZOTE NON -DOT = OTHER BORATE ACZA = AM HONIIAGAL COPPER ZING ARSENATE s ' R IEU'!ED FO ,ODE WMPL'A DEC 2 ? .Z city � ( Tukwila any feCEIY sclim � CBIW �3rs SHEET INDEX $1.1 512 6ERMAL NOTES 5C+EDUl..ES 51.2 MAIN FLOOR 5EEAR WALL. PLAN UPPER FLOOR 5HEAR MALL PLAN 5L3 VI SSER IENGIN[ERING 9455 SOUTH 344' WAY SUITE 230 FEDERAL MAY, WA. 88001 VOICE: (253) D35 -0810 FAX: j253) 835 -0813 i+itc { bias GENERAL STRUGTRAL NOTES WC PROACT POOL: 04.120 opRAwk p6A o: TJ7 C1�t MDV Oft DAM _ 0q-30.04 SLI. 6r:NERAL 'STRUCTURA 'NOTES (THE FOLLOWING APPLY UNLE55 NOTED OTHERlNISE ON THE DRAWIN65) CA COWORM TO THE ORMN65,SPECIFICATIONS, AND THE INTER!4ATION& ♦. ♦ ♦- E. v NAILING OF SHEARWAL.LS, DIAPHRA&45, PERIODIC . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► LI VE ENSINEERIN6 E_ LO AD CRITERIA � a 0.192 R 40 P5F FOR SHEARMALLS ROOF SNOW LOAD 11� Pg = 20 W Cc ID Is = ID Gt = ID LLI Pf 14 P5F WIND OB16N DATA S O x .� EXPOSURE: B In : IA 66Pi 2 to.16 (INTERNAL PRE56URE COEFF) Pest -- 11.4 P5F (MAV � � O PRESSURE, IOsf EFFECTIVE AR% iR a DESI6N DATA SITE CLASS: D So 2 125g 5do = Ong � p 51-.0-99 Sell : 059 r� SEISMIC DE516N CATEGORY: D < 5EISMI6- FORGE- RE515TIN 6 Y5TEM: IK (LIGHT FRAME BEARIN6 WALLS MATH! SHEAR PANELS) m � R =65 le = ID Coo = 0.126 OB16N BASE SHEAR = 4.18 �Q J O �S v C i+itc { bias GENERAL STRUGTRAL NOTES WC PROACT POOL: 04.120 opRAwk p6A o: TJ7 C1�t MDV Oft DAM _ 0q-30.04 SLI. 6r:NERAL 'STRUCTURA 'NOTES (THE FOLLOWING APPLY UNLE55 NOTED OTHERlNISE ON THE DRAWIN65) CA COWORM TO THE ORMN65,SPECIFICATIONS, AND THE INTER!4ATION& ♦. ♦ ♦- E. v NAILING OF SHEARWAL.LS, DIAPHRA&45, PERIODIC . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► LI VE ENSINEERIN6 E_ LO AD CRITERIA � a 0.192 R 40 P5F FOR SHEARMALLS ROOF SNOW LOAD 11� Pg = 20 W Cc ID Is = ID Gt = ID LLI Pf 14 P5F WIND OB16N DATA S O x .� EXPOSURE: B In : IA 66Pi 2 to.16 (INTERNAL PRE56URE COEFF) Pest -- 11.4 P5F (MAV � � O PRESSURE, IOsf EFFECTIVE AR% iR a DESI6N DATA SITE CLASS: D So 2 125g 5do = Ong � p 51-.0-99 Sell : 059 Q SEISMIC DE516N CATEGORY: D < 5EISMI6- FORGE- RE515TIN 6 Y5TEM: IK (LIGHT FRAME BEARIN6 WALLS MATH! SHEAR PANELS) m � R =65 le = ID Coo = 0.126 OB16N BASE SHEAR = 4.18 �Q J i+itc { bias GENERAL STRUGTRAL NOTES WC PROACT POOL: 04.120 opRAwk p6A o: TJ7 C1�t MDV Oft DAM _ 0q-30.04 SLI. 6r:NERAL 'STRUCTURA 'NOTES (THE FOLLOWING APPLY UNLE55 NOTED OTHERlNISE ON THE DRAWIN65) CA COWORM TO THE ORMN65,SPECIFICATIONS, AND THE INTER!4ATION& ♦. ♦ ♦- E. PM6N NAILING OF SHEARWAL.LS, DIAPHRA&45, PERIODIC . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► LI VE ENSINEERIN6 LOAD TYPE LO AD CRITERIA � a 0.192 R 40 P5F FOR SHEARMALLS ROOF SNOW LOAD 25 W Pg = 20 W Cc ID Is = ID Gt = ID LLI Pf 14 P5F WIND OB16N DATA O x .� EXPOSURE: B In : IA 66Pi 2 to.16 (INTERNAL PRE56URE COEFF) i+itc { bias GENERAL STRUGTRAL NOTES WC PROACT POOL: 04.120 opRAwk p6A o: TJ7 C1�t MDV Oft DAM _ 0q-30.04 SLI. 6r:NERAL 'STRUCTURA 'NOTES (THE FOLLOWING APPLY UNLE55 NOTED OTHERlNISE ON THE DRAWIN65) CA COWORM TO THE ORMN65,SPECIFICATIONS, AND THE INTER!4ATION& ♦. ♦ ♦- E. M R& 00WITIONS STRUCTURAL DRAWINI65 SHALL BE USED IN CO URCTION WITH ARCHITECTURAL ORANN65 FOR BIDDING AND C06TR ZTIOML CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIOMl5 NTH ARCHITECTS DRAWINGS FOR COMPATIBILITY AND 5HALL NOTIFY ARGHITEGT OF ALL D15GREPANGIES MOR TO GON57JXTION. , IN THE EVENT OF CONFLICTS BETHEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS, THE STRUCTURAL MMN66 SHALL CONTROL. MAMW INDICATE 6ENlERAL AND TYPICAL DETAILS OF GON57RUGTION. YHERE CONDITIONS ARE NOT SPEGIFICALL'' INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 5 OM, SIMILAR DETAILS OF C.ON57'RUGTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL. BY THE ARCHITECT AND THE STRUCTURAL EN6INMR. QUALITY A59URANCE FOR Ml ff 6NGE. FOR THE BUILDINGS MAIN- LATERAL - FORGE- RE515TIN6- 5Y5TEM SHALL BE PROVIDED BY SPECIAL INSPECTION AND MATERIAL TESTIN6 OF THE FOLLOWING: , DI , DRAG COMEGTIONS, AND STEEL FRAMES. THE SPECIAL iNSPEGTION AND MATERIAL TESTING SHALL BE OF THE TYPE AND FREQUENCY INDICATED IN THE QUALITY CONTROL SECTION OF THE 6ENERAL. STRUCTURAL NOTES. EACH SPECIAL INSPECTION AND MATERIAL TE5TINl6 REPORTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, EN61N EEK CONTRACTOR AND EUILDINIb OFFICIAL WITHOUT DELAY. STRU ng& OBSERVATION BY THE ENGINEER- OF-HMGORD, PER IBC SECTION 110 15 NOT REQUIRED FOR THIS PROJECT. EACH CONTRA TM RESPONSIBLE FOR THE CONSTRUCTION OF THE BUILDINGS 5E15MIGFORGE- RE515TIN6 SYSTEM OR OTHER SYSTEM LISTED IN THE QUALITY ASSURANCE PLAN(5) SHALL SUBMIT A NRITTEN CONTRACTORS 5TATEMENT OF RESPON5151LITY TO THE BUILDING OFFICIAL, OM ER AND ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK ON THAT SYSTEM. THE STATEMENT OF RESPONSIBILITY % iA.L MEET ALL THE REQUIREMENTS OF W 11053. ALL 5TR14TURAL SY=145 WW05M OF COMPONENTS TO BE FIELD ERECTED 9iALL BE 9 PM15M BY THE SLIER DURING MANUFACTURINS, DELIVERY, HANPLIN6, STORAGE AND ERECTION IN ACWRDANGE NTH IN5TRUGTION5 PREPARE) BY THE SUPPLIER kQffk TION: SPECIAL INI5PECTION IN ACCORDANCE WITH IBC SECTION 1104 SHALL BE PROVIDED FOR THE FOLLOWING WORD ITEMS AND BE PERFORMED BY A QUALIFIED TESTINNN6 A6ENGY L7MMATED BY THE ARC.HITEGT. THE , ARCHITECT AND 5TRJGTURAI. ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. L'EM SPECIAL INSPECTION REGI<UIRED FOR FREQUENCY PM6N NAILING OF SHEARWAL.LS, DIAPHRA&45, PERIODIC . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► LI VE ENSINEERIN6 LOAD TYPE LO AD CRITERIA FLOOR LIVE LOAD /RAG STRUTS AND HOLD PERIO 0.192 R 40 P5F FOR SHEARMALLS ROOF SNOW LOAD 25 W Pg = 20 W Cc ID Is = ID Gt = ID Pf 14 P5F WIND OB16N DATA BASK WIND 591D = 65 MPH 0- SECOND 6U5T) EXPOSURE: B In : IA 66Pi 2 to.16 (INTERNAL PRE56URE COEFF) Pest -- 11.4 P5F (MAV (COMPONENT AND CLADDING PRESSURE, IOsf EFFECTIVE AR% EARTHQUAKE SEISMIC USE 61ROUP DESI6N DATA SITE CLASS: D So 2 125g 5do = Ong 51-.0-99 Sell : 059 SEISMIC DE516N CATEGORY: D 5EISMI6- FORGE- RE515TIN 6 Y5TEM: IK (LIGHT FRAME BEARIN6 WALLS MATH! SHEAR PANELS) R =65 le = ID Coo = 0.126 OB16N BASE SHEAR = 4.18 M R& 00WITIONS STRUCTURAL DRAWINI65 SHALL BE USED IN CO URCTION WITH ARCHITECTURAL ORANN65 FOR BIDDING AND C06TR ZTIOML CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIOMl5 NTH ARCHITECTS DRAWINGS FOR COMPATIBILITY AND 5HALL NOTIFY ARGHITEGT OF ALL D15GREPANGIES MOR TO GON57JXTION. , IN THE EVENT OF CONFLICTS BETHEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS, THE STRUCTURAL MMN66 SHALL CONTROL. MAMW INDICATE 6ENlERAL AND TYPICAL DETAILS OF GON57RUGTION. YHERE CONDITIONS ARE NOT SPEGIFICALL'' INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 5 OM, SIMILAR DETAILS OF C.ON57'RUGTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL. BY THE ARCHITECT AND THE STRUCTURAL EN6INMR. QUALITY A59URANCE FOR Ml ff 6NGE. FOR THE BUILDINGS MAIN- LATERAL - FORGE- RE515TIN6- 5Y5TEM SHALL BE PROVIDED BY SPECIAL INSPECTION AND MATERIAL TESTIN6 OF THE FOLLOWING: , DI , DRAG COMEGTIONS, AND STEEL FRAMES. THE SPECIAL iNSPEGTION AND MATERIAL TESTING SHALL BE OF THE TYPE AND FREQUENCY INDICATED IN THE QUALITY CONTROL SECTION OF THE 6ENERAL. STRUCTURAL NOTES. EACH SPECIAL INSPECTION AND MATERIAL TE5TINl6 REPORTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, EN61N EEK CONTRACTOR AND EUILDINIb OFFICIAL WITHOUT DELAY. STRU ng& OBSERVATION BY THE ENGINEER- OF-HMGORD, PER IBC SECTION 110 15 NOT REQUIRED FOR THIS PROJECT. EACH CONTRA TM RESPONSIBLE FOR THE CONSTRUCTION OF THE BUILDINGS 5E15MIGFORGE- RE515TIN6 SYSTEM OR OTHER SYSTEM LISTED IN THE QUALITY ASSURANCE PLAN(5) SHALL SUBMIT A NRITTEN CONTRACTORS 5TATEMENT OF RESPON5151LITY TO THE BUILDING OFFICIAL, OM ER AND ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK ON THAT SYSTEM. THE STATEMENT OF RESPONSIBILITY % iA.L MEET ALL THE REQUIREMENTS OF W 11053. ALL 5TR14TURAL SY=145 WW05M OF COMPONENTS TO BE FIELD ERECTED 9iALL BE 9 PM15M BY THE SLIER DURING MANUFACTURINS, DELIVERY, HANPLIN6, STORAGE AND ERECTION IN ACWRDANGE NTH IN5TRUGTION5 PREPARE) BY THE SUPPLIER kQffk TION: SPECIAL INI5PECTION IN ACCORDANCE WITH IBC SECTION 1104 SHALL BE PROVIDED FOR THE FOLLOWING WORD ITEMS AND BE PERFORMED BY A QUALIFIED TESTINNN6 A6ENGY L7MMATED BY THE ARC.HITEGT. THE , ARCHITECT AND 5TRJGTURAI. ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. L'EM SPECIAL INSPECTION REGI<UIRED FOR FREQUENCY ba NAILING OF SHEARWAL.LS, DIAPHRA&45, PERIODIC . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► AND DRA6 STRUTS xa 'GLUING OF DIAPFRA6M5 CONTINUOUS Tll Eft 1 0.148 0.148 /RAG STRUTS AND HOLD PERIO 0.192 NOL.DOYW ARC.HORS AND ANCHOR BOLTS PERIODIC 214 FOR SHEARMALLS APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ALL JOIST HAN6EIRS AND OTHER HARDWARE NOT S OM, SHALL BE DE516MED AND SUPPLIED BY THE MANUFACTURER. PRABRIGATED CONNECTOR PLATE WOOD ROOF TRU56E5 SHALL BE DE516NED BY THE MANUFACTURER IN ACCORDANCE NTH THE 'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TM-65 BY THE TRU'�.fi PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOW ON THE ORANN65. WOOD TES SMALL UTILIZE APPROVED CONNECTOR PLATES (6AN6NAIL OR EQUAL). PROVIDE FOR 5HAPIES, BEARIN6 POINT5, INTERSECTIONS, HIPS, VALLEYS, ETC, AS SHOYW ON THE ORANN65. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS N5E OF 61RDER TRUSSES, ,AGK TRUSSES, STEP -DOM TRUSSES, ETC) SHALL 9E DETERMINED BY THE MANN FAGTUREP,. PROVIDE ALL TRU55- TO -TRU55 AND TRU. 6-TO -BEAM CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE DETAILS FOR ALL TEWORARY AND IANENT TRUSS BRAGIN6 AND BRID61%. ALL COMMON WIRE NAILS AND 5PIKE5. BOX NAILS AND THREADED, HARDIDIV-S NAILS AND 51PIKE5 SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM FI661. ALL NAILS SPECIFIED ON THESE ORAWINIGS, EITHER DRIVEN WITH A HAMMER OR PNEUMATIC DEVICE, SHALL BE COMMON WIRE NAILS WITH THE PROPERTIES S OM IN THE FOLLOWING TABLE: PE!NNr4lEi6►+r ba ad . 'r... •... ... .�,.,. r Cy.- �,.*.. ...�.gJr.A► +..� �� �.w wry. H xa DIAMETER (INGFES) L...:SY�'•�1M►•M..? 1 0.148 0.148 0.162 0.192 APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ALL JOIST HAN6EIRS AND OTHER HARDWARE NOT S OM, SHALL BE DE516MED AND SUPPLIED BY THE MANUFACTURER. PRABRIGATED CONNECTOR PLATE WOOD ROOF TRU56E5 SHALL BE DE516NED BY THE MANUFACTURER IN ACCORDANCE NTH THE 'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TM-65 BY THE TRU'�.fi PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOW ON THE ORANN65. WOOD TES SMALL UTILIZE APPROVED CONNECTOR PLATES (6AN6NAIL OR EQUAL). PROVIDE FOR 5HAPIES, BEARIN6 POINT5, INTERSECTIONS, HIPS, VALLEYS, ETC, AS SHOYW ON THE ORANN65. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS N5E OF 61RDER TRUSSES, ,AGK TRUSSES, STEP -DOM TRUSSES, ETC) SHALL 9E DETERMINED BY THE MANN FAGTUREP,. PROVIDE ALL TRU55- TO -TRU55 AND TRU. 6-TO -BEAM CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE DETAILS FOR ALL TEWORARY AND IANENT TRUSS BRAGIN6 AND BRID61%. ALL COMMON WIRE NAILS AND 5PIKE5. BOX NAILS AND THREADED, HARDIDIV-S NAILS AND 51PIKE5 SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM FI661. ALL NAILS SPECIFIED ON THESE ORAWINIGS, EITHER DRIVEN WITH A HAMMER OR PNEUMATIC DEVICE, SHALL BE COMMON WIRE NAILS WITH THE PROPERTIES S OM IN THE FOLLOWING TABLE: PE!NNr4lEi6►+r ba ad sae i6a xa DIAMETER (INGFES) 0.113 1 0.148 0.148 0.162 0.192 LENGTH ONGFESJ 214 8 Ski 315 +4 i I DIAPHRAGM 50HEOULE 1,2 MARK {PALL TYPE BLOCKED NAILING REQUIREMENTS YV COMMON NAILS DIAPHRAGM SUPPORTED FIELD BOUNDARIES PANEL EDGES NAILING ALLOWABLE SHEAR HEM -FIR FRAMING DOUG -FIR FRAMING DI V APA APPROVED COX PLC INDEX 24/0 NO YES 8d 0 bloc. 8d o W oo oc ■ �d • b 06 8d o 6 0 0c, 8d • 12 oc 8d 0 12 ' oc 148 PLF 221 PLF 180 PLF 210 PLF ® APA APPROVED COX PLC, INDEX 24/0 "U" APA APPROVED COX PLC, INDEX 24/0 w_ YES 8d o 4 8d o 4' oc 8d o 12 " oc 2q5 PLF 360 PLF 16250 2 D (2) 2x MIN. 5THD6 / 5THD8RJ Ig500 20/50.1 20/50.1 ® (2) 2x MIN. " T46 APA APPROVW COX PLYWOOD r " INDEX 40/ NO IOd o bloc 10d o bloc 10d o 12'06 116 PLF IgO PL.F 1 V T46 APA APPROVED GDX PLYWOOD INDEX 40/20 YES Ipd o 6 IOd o boot 10d 0 12'06 262 PLF 320 PLF 8 ® % Tt6 APA APPROVED GDX PLYWOOD INDEX 40/20 YE5 10d o 4 ■a IOd o 4 IOd o 12 "oc 348 PLF 425 PLF I. APA RATED ORIENTED STRAND BOARD 5HEATHIN6 MAY BE SUB5TITUTED FOR COX PLYWOOD WITH NO REOXTION IN STREN6TH. 2. 'PLYWOOD SHALL BE LAID UP WITH FACE &RAIN PERPENDICULAR TO FRAMING NUMBERS BELOW AND END JOINTS SHALL BE STA66ERED. 0 BEAM SCHEOULF MARK ABEAM HAN67ER ® DRA6 TRJ% - DE516N FOR ORA6 LOAD PER PLAN -- (2) lac MIN. C (2) 2x MIN. MST46 DOUBLE JOIST - PROVIDE DIAPHRAGM BOUNDARY NAILIN6 TO FLOOR OR ROOF 5HEATHIN& -" (2) 2x MIN. MSTbO 40012 ® BEAM By 0 mi * w_ 0 % x 15 &LULAM 24F -V4 -- P05T 54HEOULE MARK HOLDOM CONNECTION 5T623 TO RIM 6ONNEGTION CAPACITY 20660 D ETAILS __ low 1/50.1 (2) lac MIN. C (2) 2x MIN. MST46 2131 C 7 (2) 2x MIN. MSTbO 40012 1/50.1 FOUNDATION ANCHOR BOLT A35 CLIP SPAGIN6 YHERE ALLOWABLE MARK Q7 (2) 2x MIN. I.STHDB / L5THObRJ 16250 2 D (2) 2x MIN. 5THD6 / 5THD8RJ Ig500 20/50.1 20/50.1 ® (2) 2x MIN. 5THD14 / STH014RJ 38000 Ibd 0 b'oc 2x V0 0 48'oc A35 CLIPS 0 Iboot 230 PLF [�] (2) 206 MIN. WAH022 13150 206 Ibd 0 4 06 " (2) 2x MIN. H02A 22160 20/50.1 D (2) 2x MIN. H05A 30310 20/50.1 Ibd 0 3 (2) 2x MIN. H06A 56120 20/50.1 % 0 36' (3) 2x MIN. H08A 61110 20/50.1 C] (3) 2x MIN. HDIOA 18230 20/5L3.1 ® (4) 2x MIN. H014A 1011100 20/50.1 306 P05T 2) Ibd 0 506 ( ' CAPACITY '0 0 4' �b 2 oc ® (2) 2x4 HF "" ` w- rw t t +mow ® (3) 2x4 HF02 -- .-- -- ® (4) 2x4 HF02 ® (2) 2x6 HF02 -- 15180 ® (3) 2x6 HF02 -- 1085010 •-- ® (4) 2x6 HF02 -- 142000 -- ® (3) 2x6 DF02 -- -_ ® (4) 2x6 DF02 -- -- -- 1. KLTIPL.E 2x4 STUD POSTS %TALL BE LAMINATED WITH IOd o go06, STA66ERED : 2. KILTIPL.E 2xb STUD P05TS SHALL SE LAMINATED WITH (2) IOd 0 q' STA6&ERED I s n 0 0 0 I' 2x4 51UD5 5HEAR WALL 5CHEOULE 2 : 3,5 HORIZONTAL VERTICAL SILL PLATE PANEL. TYPE PANEL EDGE BL.OGKIN6 AT MEMBER AT 2x 50LE PLATE FOUNDATION ANCHOR BOLT A35 CLIP SPAGIN6 YHERE ALLOWABLE MARK AND FRAMING SPECIES NAILIN6 PANEL JOINTS ABUTTIN6 PANELS NAILIN6 REQUIREMENTS 51LL PLATE 51ZE 4 SPACIN6 INDICATED IN DETAIL5 SHEAR � 1n 15!32' COX PLYWOOD YV/ HEM -FIR FRAMING 8d o 6 2x 2x Ibd 0 b'oc 2x V0 0 48'oc A35 CLIPS 0 Iboot 230 PLF I 15/32' COX PLYWOOD ht HEM -FIR FRAMING 8d 0 4 06 206 206 Ibd 0 4 06 " 206 � � 0 36 oc A35 CLIPS o 12'06 350 PLF ®I 15/32 COX PLYWOOD YV HEM -FIR FRAMIN6 8d o 3'06 3x 3x Ibd 0 3 OR 2x 3x % 0 I bloc A35 CLIP5 0 10 "06 451 PLF % 0 36' Ir 4 15/ �2 COX PLYWOOD ,YV/ HEM _ FIR FRAMIN6 8d o 2 "oc 3x 3x . (2) Ibd 0 bloc OR 2x 3x " r ®12 oc A35 CLIPS o 8 5018 PLF % 1 $ 0 24 "06 4 ® 15/32' 5TRZ I PLYYVOOD NI/ HEM -FIR FRAMING IOd 0 2006 306 506 2) Ibd 0 506 ( ' 306 '0 0 4' �b 2 oc ■ A35 CLIPS 0 b 06 113 PLF ®4 15/32' STRUG I PLYWOOD ?V DOUG -FIR FRAMING IOd ®2'06 3 x 306 (2) Ibd 0 4 "06 3x r m o IS oc ■ A35 CL.IP5 0 6 06 810 PLF 11!._+-x!: 1. %@ or 1(*' A-PA. RATED 5HEATHIN& MAY BE SUBSTITUTED FOR 15/32" PLYWOOD WITH NO REDUCTION IN STRENGTH. 2. FIELD NAIL AT 12 MAXIMUM. ANG4iOR BOLT5 SHALL BE E1� ODED 1' MIN. INTO CONCRETE YOU 2x2x-% THICK PLATE WASHERS. THERE SHALL BE A MINIM M OF (2) BOLT5 PER PIECE WITH (1) BOLT LOCATED NOT MORE THAN IT OR LE55 THAN (1) BOLT DIAMETERS FROM EACH END OF EACH PIECE. S. NCRE PANEL E06E NAILIN& 15 3'06 OR LESS, NAILS SHALL BE 5TA66ERM AT ABUTTING PALL. E06E5. 4. PROVIDE DOUBLE 2x FRAMIN6 NUMBER BELOW SHEAR WALL, (MINIMUM) U.N.O., FACE NAIL K/ (2) Ibd 0 12'oc. 5. PROVIDE (2) ROVG PANEL E06E NAILIN6 TO OUTETt LAMINATIONS OF BUILT - UP POST AT SHEAR WALL ENO5. ANCHOR BOLT5 ARE DESIGNED FOR A LOAD CAPACITY OF 50% OF THE ALLOWABLE CAPACITY PER LM TABLE 23- II -1 -1 FOOTNOTE 03. REVTEWED FOR CODE COMPLIANCE DEC 2 7 2044 City Of T:';Z,;Na r)'VTSIOIN 9EC It 0 f+6w OBm p04�31� :240 VIS S E R �NCIN!lRI 3455 SOUTH 344' WAv SUITE 230 FEDERAL. riAY, h1A. 0 18001 VOI CE: (253) 835 -0810 FAX: (253) W-06;13 raL ,. E�IRES Oct 21. ZOO U c� O � _%-Q Lu --� 0 < .� L o u ) C � a Qi O a w D_ bGml i�liat 5CHEOULES VEC PROJECT MO.: 04 -120 DRAW i'V.SW of TJT CHWU R L 1 0,2 MDV � OATE: 0q_30�� 2x6 5TUD5 151 0 LOCATIONS OF SHEAR WALLS ON CONCRETE BASEMENT WALLS ARE SHOHNN ABOVE BASEMENT LATERAL PL 4._ 1 1 -0" 0 �4 L =4'-4' n J A K /5L3.1 1 i �n J 1 15/SL3.1 N J CSC �•• � p 21 10 C.,�C' ,J � LATERAL PLAN NOTE5: I. REFER TO ARCHITECTS DRAWINGS FOR ALL DIIEN510145 NOT SHOW THE DIMENSIONS 5HOYW ARE PER THE ARCHITECTS ORMIN65 AND FAST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. DESI6N 5HOIMI 15 FOR RESISTANCE OF WIND AND 5E I SM I G LOADS ONLY. DESIGN OF BEAMS AND FOUNDATIONS ARE BY OTHERS. IT 15 THE ARCHITECTS AND CONTRACTORS RE5PON51BILIly TO COORDINATE DE516N AND CONSTRUCTION DETAIL5 WITh THE REQUIREMENTS 5HOYW IN THESE DRAWIN65. a• ALL DE516NATED SHEAR WALL.5 SHALL MEET THE REQUIREMENTS SPECIFIED IN THE SHEAR YVALL SCHEDULE INCLUDING SILL PLATE ANCHOR SPACING. ALL OTHER EXTERIOR VERTICAL YMD FRAMED SURFACES SHALL BE SHEATHED WITH 116" A.P.A. APPROVED PLYWOOD AND NAILED YV 8d • b"oc AT PANEL EDGES (12"oc FIELD). SILL PLATE ANCHOR BOLT SPACING AND 50LE PLATE NAILIN6 5H&L MEET THE MINIMUMS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. 4. THE LATERAL FORGE RE515TIN6 5Y5TEM HAS NOT BEEN DESIGNED FOR A FLOOR STRUCTURE WITH A 6YPCRETE OVERLAY OR A ROOF SYSTEM 5UPPORTIN6 TILE ROOFIN6. THE TOTAL DE516N FLOOR DEAD LOAD AND ROOF DEAD LOAD HA5 BEEN A55UMED TO BE 11 P517. 5. THE ROOF DIAPHRAGM SHALL BE V INDEX 24/0 A.P.A. RATED SHEATHING. NAIL PER DIAPHRAGM SCHEDULE TYPE DI W/ 8d COMMON NAILS U.N.O. 6. THE FLOOR DIAPHRAGM SHALL BE V T46 INDEX 40/20 A.PA. RATED SHEATHING. NAIL PER DIAPHRA6M SCHEDULE TYPE YV 10d COMMON NAILS U.N.O. '1. TO 6150.1 FOR DOUBLE TOP PLATE SPLICES. ALL SPLICES ' 5HALL BE NA� I UNLESS OTHEM5E NOTED. STRAPPED SPLICES ARE INDICATED ON THE PLAN WITH THEIR STRAP CALLOUT5. $. REFER TO 1/50.1 FOR TYPICAL CORNER WALL FRAMING. q. HOLDOYWIS ARE INDICATED IN THE POST SCHEDULE, HOLD 46 (INCLUDING 5TRAP`') FROM P05T TO P05T ARE TO BE INSTALLED PER 1/5L3.1. HOLDOYWS TO WOOD BEAMS OR HEADERS BELOW • ARE TO BE INSTALLED PER DETAIL 1/5L3.1. HOL.DOYWS TO CONCRETE FOUNDATION SHALL. BE INSTALLED PER 20/51.3.1. LEGEND: n REFERS TO NUMERIC 5C+FMLE OB16MTIONS n, x x REFERS TO ALPHABETICAL SCHEDULE DE516NATION5 ; BEAM OR HEADER - SEE BEAM 561EDULE ON 512 P05T OR COLUMN - SEE POST SCHEDULE ON $12; x n REFERS TO POST TYPE, x REFERS TO HOLD -DOYWI xf TYPE. x$ REFER5 TO TOTAL P05T LOAD, FOR INFORMATION ONLY. z P05T OR COLUMN LOCATION - OGGURRIN6 SLOW THE PLAN LEVEL SHOW //�� WOOD SHEAR WALL IMMEDIATELY BELOW THE PLAN LL LEVEL SHOYWI. n 5PECIFIE5 THE 5HEATHIN6 MATERIAL L =x'-x' AND NAILING PER THE SHEAR WALL 56HEMU ON 512. L REFER5 TO THE LENGTH OF SHEAR WALL REQUIRED. INDICATES EXTENT (AND SIDE) OF SHEAR INAL SHEATHING ABOVE. REFER TO 5HEAR WALL 5CHEDULE ON SHEET 51.2 FOR SILL PLATE PLATE THICKIE55 AND ANCHOR BOLT 51ZE AND SPACING REQUIREMENTS. ® DIAPHRAGM TYPE - SEE DIAPHRAGM SCHEDULE ON 512 FOR SPECIFIC NAILING REQUIREMENTS. STRAPPED DRAG CONNECTION PER 13/50.1, DETAIL X - 5TRAP [LOAD] EFEREWoE x, USING STRAP PER PLAN, RESISTING LOAD [ x ] IN KIPS. x PROVIDE FULL DEPTH 50LID BLOCKIN6 J015T MEMBER OR 5HEAR PANEL BY TR155 M F6. x/SX.X INDICATES SECTION CUT SEE REFERENCED DETAIL. v or OF coins •� I VI SSER IENGINZERI NG 3455 SOUTH 344 WA`! SUITE 230 FEDERAL W, M 88001 VOICE: (253) 835 -08 i 0 FAX. x153) 635 -0813 r w - - a4 4 <.s Swnia i iv rs BASEMENT LATE RAL PL AN , 11EC PROAC ; MO.: 04 -!20 DRAW* f+�51�1 oESIMa %7 04cm MDV IpuE OAT& pq -30-04 5L2.1 ( o�c s�. zaod Md E= "'1 " — & C� Lz4' -0' 1 L =3' -2' 15/51.3. . V O c� J t!1 -a � v v O w m cs Swnia i iv rs BASEMENT LATE RAL PL AN , 11EC PROAC ; MO.: 04 -!20 DRAW* f+�51�1 oESIMa %7 04cm MDV IpuE OAT& pq -30-04 5L2.1 ( o�c s�. zaod Md E= "'1 " — & C� Lz4' -0' 1 L =3' -2' 15/51.3. . s O c� J � -a Swnia i iv rs BASEMENT LATE RAL PL AN , 11EC PROAC ; MO.: 04 -!20 DRAW* f+�51�1 oESIMa %7 04cm MDV IpuE OAT& pq -30-04 5L2.1 ( o�c s�. zaod Md E= "'1 " — & C� Lz4' -0' 1 L =3' -2' 15/51.3. . MAIN FLOOR LATERAL PLAN !4' =1' -0' lum Will 20, 00112 !.=4'-4' LATERAL PLAN NOTES: I. REFER TO ARCHITECTS DRAAIN65 FOR ALL VIMENSION5 NOT SHOWN. THE DIMENSIONS SHOM ARE PER THE ARCHITECTS DRAWINGS AND H6T BE VERIFIED BY THE CONTRACTOR PRIOR TO 0ON5TRUCTION. �. DESIGN SHOM 15 FOR RESISTANCE OF WIND AND SEISMIC LOADS ONLY. DE516N OF BEAMS AND FOUNDATIONS ARE BY OTHERS. IT JS THE ARCHITECTS AND CONTRACTORS RE5PON5I5ILITY TO COORDINATE DESIGN AND CONSTRUCTION DETAILS WITH THE REQUIREMENTS SHOWN IN THESE ORAWIN65. S. ALL M516NATED SHEAR WAL.L.5 SHALL FEET THE RFQUIR,ENENT5 SPECIFIED IN THE SHEAR WALL 5CHEDULF INGLVIN6 SILL PLATE ANCHOR SPAGIN6. ALL OTHER EXTERIOR VERTICAL WOOD FRAMED SURFACES SHALL BE SHEATHED WITH 1 4 0 A.P.A. APPROVED PLYWOOD AND NAILED W/ 8d • b'oc. AT PAM. EDGES (12 "oc, FIELD). SILL PLATE ANCHOR BOLT 5PACIN6 AND 50LE PLATE NAILING 5HALL MEET THE MINIHhl SPECIFIED IN THE 6ENERAL STRUCTURAL NOTE5. 4. 'THE LATERAL FORGE RE515l SYSTEM HAS NOT BEEN DE516NED FOR A FLOOR STRUCTURE WITH A 6YPCRETE OVERLAY OR A ROOF SYSTEM SUPPORTIN6 TILE ROOFIN6. THE TOTAL DES16N FLOOR ODD LOAD AND ROOF DEAD LOAD HAS BEEN A55UMED TO BE 11 P5F. 5. THE ROOF DIAPHRAGM SHALL BE 1 4' INDEX 24/0 A.P.A. RATED 5HEATHIN6. NAIL PER DIAPHRA6M SCHEDULE TYPE CV�l VV 8d C +iON NAILS U.N.O. 6. THE FLOOR DIAPHRA&M SHALL BE 1 4' T4 INDEX 40/20 A.PA , RATED 9CATHIN6. NAIL PER DIAPHRAGM SCHEDULE TYPE P6 ' ..,W/ IOd C0 4MON NAILS U.N.O. ti T REFER TO 6/51l FOR DOUBLE TOP PLATE SPLICES. ALL SPLICES SHALL BE NAI UNLESS OTHERWISE NOTED. STRAPPE ._ SPLICES ARE INDICATED ON THE PLAN WITH THEIR STRAP GALLOUTS. 6. REFER TO I/50.1 FOR TYPICAL CORNER WALL FRAMING. q. HOLDOYWIS ARE INDICATED IN THE P05T 5CWDUI.E, HOLDOMS (INCLUDING STRAP") FROM P05T TO POST ARE TO BE INSTALLED PER 1/5L31 HOLD046 TO W00D BEAMS OR HEADERS BELOW ARE TO BE INSTALLED PER DETAIL 1/5L3.1. HOLlINS TO CONCRETE FOUNDATION SHALL. BE INSTALLED PER 20151.3J. 3. LE67END: +...- ..... �- ' �;. 4.� . n REFERS TO IRIG SCHEDULE DE516NATION5 n, x x REFERS TO ALPHABETICAL 56HEOULE DESI6NATION5 BEAM OR HEADER - 5EE BEAM SCHEDULE ON 512 ii 11 1 11 ' 11 1 POST OR COLUMN - SEE POST SCHEDULE ON 51.2; n x n RE19N5 TO P05T TYPE, x REFER5 TO HOLD -DOWN A TYPE. x:# REFERS TO TOTAL P05T LOAD, FOR 11 1 11 I 11 1 11 1 11 1 INFORMATION ONLY. P05T OR COLUMN LOCATION - OCOWRIN6 BLOW THE PLAN LEVEL SHOW WOOD SAAR WALL IMMEDIATELY BELOW THE PLAN n� LEVEL SHOW n SPECIFIES THE 5HEATHIN6 MATERIAL L=X' - x' AND NAILIN6 PER THE SHEAR WALL SCHEDULE ON 51 43 L REFERS TO THE LENGTH OF SHEAR WALL REQUIRED. INDICATES EXTENT (AND 51DE) OF SHEAR WALL. SHEATHING ABOVE. REFER TO SHEAR WALL SCHEDULE ON SHEET 512 FOR SILL PLATE PLATE THICKNE AND ANCHOR BOLT 51ZE AND 5PACI% REQUIREMENTS. DIAPHRAGM TYPE - SEE DIAPHRAGM SCHEDULE ON 512 FOR SPECIFIC NAILIN6 REQUIREMENTS. STRAPPED DRA6 CONNECTION PER 13/50.1, DETAIL X _ S ^vJ REFERENGE x, USING STRAP PER PLAN, RE515TIN6 LOAD [ x ] IN KIPS. PROVIDE FULL DEPTH 50LID BLOCKING BETWEEN x J015T MEMBER OR SHEAR PANEL BY TRU55 MF6. X/ 5X.X INDICATES SECTION GUT SEE REFERENCED DETAIL. v RE's CC �r,Pi.►AN` C �r �c 2 � zoos . i�•rt 16 v , ? / r VISSER. 0 JE14CIN1K lRING 3455 SOUTH 344' WAY SUITE 230 FEDERAL. WAY, WA, 88001 VOICE: (253) 835 -0810 FAX. (253) 835 -08i3 osprlES - W 21. z a Nc +...- ..... �- ' �;. 4.� . If 1 11 1 hAL osprlES - W 21. z a Nc v k z Q O z w c1� O A) O s � Q r } C4 s � m a c4 +...- ..... �- ' �;. s . If 1 11 1 11 1 ii 11 1 11 ' 11 1 a 11 1 1 1 ' 11 1 4/SL3.1 11 1 11 I 11 1 11 1 11 1 r J r� a 14� .. 43 J i w C v k z Q O z w c1� O A) O s � Q r } C4 s � m a c4 um*i >III&& MA IN FLOOR LA i ORAL PLAN VEC P*O*CT Ol 04 -120 DAAIMt WSW Mom TJT mpv 111" W►TE Oq -30-04 11111111100 Iowa= 5L2,,2 i 5/5L3.1 --------------------------------------- - - - - -- -------------- �1------------------- - - - - -- I II C*3'4' V50.1 8Y�1 -MST 8 11050 1 I I I 0 N J in I L - - - -- `_ ----- - - - - -- r •. n 11 1 ' 4 ii i I n 11 1 11 1 11 1 it 1 11 1 11 1 11 1 11 t �.. - - -- ----- •� - - - -- ----------------- - -� - -- '- ' e-.-- w--- -- •"- - -rr-. -�� 11 1 11 1 11 1 +...- ..... �- ' �;. s 11 1 If 1 11 1 11 1 ii 11 1 11 ' 11 1 a 11 1 1 1 ' 11 1 4/SL3.1 11 1 11 I 11 1 11 1 11 1 a d3 cr .. 43 um*i >III&& MA IN FLOOR LA i ORAL PLAN VEC P*O*CT Ol 04 -120 DAAIMt WSW Mom TJT mpv 111" W►TE Oq -30-04 11111111100 Iowa= 5L2,,2 i 5/5L3.1 --------------------------------------- - - - - -- -------------- �1------------------- - - - - -- I II C*3'4' V50.1 8Y�1 -MST 8 11050 1 I I I 0 N J in I L - - - -- `_ ----- - - - - -- r •. n 11 1 ' 4 ii i I n 11 1 11 1 11 1 it 1 11 1 11 1 11 1 11 t �.. - - -- ----- •� - - - -- ----------------- - -� - -- '- ' e-.-- w--- -- •"- - -rr-. -�� 11 1 11 1 11 1 +...- ..... �- ' �;. 1 11 1 If 1 11 1 11 1 ii 11 1 11 ' 11 1 11 1 1 1 ' 11 1 4/SL3.1 11 1 11 I 11 1 11 1 11 1 - - - - - - -- ------------ - - - - -- Ii i j 11 1 1 If I II io m 11 11 11 II 11 11 11 11 W- 5T6224{850 6 11 � d IO/5L3.1 A # ..- .,........ +...- ..... �- ' �;. , .► M .� ♦ �" " +►'.'ri..• r .�.. ..�•. a.. r *'r .t ♦., r.TQb•.: �tr! v1,'.i... r,. . ..� . 5/ LATERAL PLAN NOTES: I. REFER TO ARCHITECTS DRAWIN&S FOR ALL DIMEN51ON5 NOT 5HOYVtr' THE DIMENSIONS SHOWM ARE PER THE ARCHITECTS ORMIN66 AND K6T BE VERIFIED BY THE CONTRACTOR PRIOR TO CON5TRXTION. 2. DE516N WI!NN 15 FOR RESISTANCE OF MIND AND SEISMIC LOADS ONLY. DE516N OF BEAMS AND FOUNDATIONS ARE BY OTHERS. IT 15 THE ARCHITECTS AND CONTRACTOR5 RE5PON51BILITY TO COORDINATE M16N AND CONSTRUCTION DETAILS WITH THE REGUIRENENT5 SHOWN IN THESE ORAYVIN65. n hl A UPPER FLOOR LATER PLAN 6 , -0 � X1.3.1 i 3. ALL DE5I6NATED SHEAR WALL.$ SHALL MEET THE REQUIREMENT5 SPECIFIED IN THE SHEAR WALL 56HEOULE INCLUOIN6 SILL PLATE ANCHOR 5PAGIN6. ALL OTHER EXTERIOR VERTICAL WOOD FRAMED SURFACES SHALL BE SHEATHED WITH '�*" A.P.A. APPROVED PLYWOOD AND NAILED WV bd • b'oc AT PANEL E06E5 (I2 "oc FIELD). SILL f'I.ATE ANCHOR BOLT SPACING AND 50LE PLATE NAILIN6 SHALL MEET THE MINIH UH5 SPECIFIED IN THE 6ENERAL 5TRUGTURAL NOTES. 4. THE LATERAL FORGE RE515TINS SYSTEM HAS NOT BEEN DE516NED FOR A FLOOR 5TRUCTURE WITH A 6YPCRETE OVERLAY OR A ROOF SYSTEM 5UPPORTIN6 TILE ROOFING. THE TOTAL DE516N FLOOR DEAD LOAD AND ROOF DEAD LOAD HAS BEEN A55UNED TO BE 11 P51F. 5. THE ROOF DIAPHRA6M SHALL BE 7*' INDEX 24/0 A.P.A. RATED SHEATHIN6. NAIL PER DIAmmm 5G}EDULE TYPE DI W/ 8d COMMON NAILS U.N.O. b. THE FLOOR DIAPHR.A6M SHALL BE 44' T46 INDEX 40/20 A.P.A. RATED SHEATHING. NAIL PER PiApAtAbm 5cAmuu TYPE W/ IOd C01+iON NAILS U.N.O. "L REFER TO 6/51..3.1 FOR DOUBLE TOP PLATE SPLICES. ALL SPLICES SHALL BE NAIL LNLE55 OTHERY415E NOTED. 51 SPLICES ARE INDICATED ON THE PLAN WITH THEIR STRAP CALLOUTS. 6. REFER TO I /SL3.1 FOR TYPICAL CORNER WALL FRAMING. q. HOLDOYWS ARE INDICATED IN THE POST , HOLOOMS (INCLUDING STRAP'S) FROM P05T TO POST ARE TO BE INSTALLED PER 1/50.1. HOLDOM5 TO WOOD BEAMS OR HEADERS BELOW ARE TO BE INSTALLED PER DETAIL 1/50.1. 440LDOWN6 TO CONCRETE FOUNDATION SHALL BE INSTALLED PER 20/5L3.1. C � p � fT T r• � �1 s DEC Z 7 N04 I)ID qtow? I 6!r VI SSER 0 F.NGINEZRI NG 34% SOUTH 344 ' Ake SUITE 230 FEDERAL riAY, WA gb001 VOICE. 053) 635-0810 FAX. (253) 635 -0813 f o� e :c t c r o U LE&ENO: n REFERS TO NUMERIC SCHEDULE OB16MTIONS n, x x REFERS TO ALPHABETICAL 56WDJLE DE516NATION5 �x BEAM OR HEADER - SEE BEAM 5ChEDULE ON 512 POST OR COLUPW - SEE POST 5CI`MLE ON 51.2; n x n REFERS TO P05T TYPE, x REFERS TO HOLD -DOWN TYPE. x* REFERS TO TOTAL P05T LOAD, FOR INFORMATION ONLY. J ® P05T OR COLUMN LOCATION - OCC MIN& BELOW THE PLAN LEVEL. SHOWW. WOOD SHEAR WAIL IMMEDIATELY BELOW THE PLAN U LEVEL SHOWN. n 5PECIFIE5 THE SHEATHING MATERIAL L=x'-x' AND NAILIN6 PER THE SHEAR WALL. SCHEDULE ON 512. L REFERS TO THE LENGTH OF SHEAR WAIL. REQUIRED. Lo INDICATES EXTENT (AND SIDE) OF SHEAR WALL. SHEATHIN6 ABOVE. REFER TO SHEAR WAIL SCHEDULE ON SHEET 512 FOR SILL PLATE PLATE i THICKPE55 AND ANCHOR BOLT 51ZE AND 5PACING z REQUIRE1rENT5. ® DIAPHRAGM TYPE - SEE DIAPHRAGM SCHEDULE ON 512 FOR SPECIFIC NAILING REQUIREMEV5. STRAPPED DRA6 CONNECTION PER 13/5L3.1, DETAIL X - s �] REFERENCE x, U51% STRAP PER PLAN, RE515TIN6 Q LOAD [ x ] IN KIPS. PROVIDE FULL DEPTH 50LID BLOCKIN6 BETWEEN X J015T MEMBER OR SHEAR PANEL BY TRU55 MF6. X/5X.X INDICATES SECTION CUT SEE REFERENCED DETAIL. v dZ3 C � p � fT T r• � �1 s DEC Z 7 N04 I)ID qtow? I 6!r VI SSER 0 F.NGINEZRI NG 34% SOUTH 344 ' Ake SUITE 230 FEDERAL riAY, WA gb001 VOICE. 053) 635-0810 FAX. (253) 635 -0813 f o� e :c t c r o bakidt� .+.a UPPER FLOOR LATERA PLAN VEC PROJECT NO.: 04-120 DRAM �W OEirO�D Tit CKCKElk 'MDV IBM D Og'30'04 5L2.� U N a v AZ � d�i cr Lo x z � Q O dZ3 . m ..;; v ice/ 8 bakidt� .+.a UPPER FLOOR LATERA PLAN VEC PROJECT NO.: 04-120 DRAM �W OEirO�D Tit CKCKElk 'MDV IBM D Og'30'04 5L2.� N a o -a d�i cr Lo x bakidt� .+.a UPPER FLOOR LATERA PLAN VEC PROJECT NO.: 04-120 DRAM �W OEirO�D Tit CKCKElk 'MDV IBM D Og'30'04 5L2.� SHEAR WALL PANEL EDGE ' STRAP PIAPHRA6M NAIL TO OJM166ER DIAPIWA6101 BOUNDARY NAILING VISSER PER PLAN, NAILIN6, HOEDOWN ,W/ 8d • b "a -� --�-- BOUNDARY NAILIN6 BATHING '� N G 1 N E E RI N G TYP. TYP. PER PLAN P05T PER ALE ---PER PLAN -- -_ W/ (2) ROWS PANEL � -- STUD WALI. E'ER PLAN pIAPHIRA6M - I' - MIN. PER PLAN PER PLAN '— - _ E NAILIN6 R (SHEAR WALL, hwERE BOUNDARY NAILING SHEATH N6 - � � `" -�- 2xb FLAT OUTRIGGER .. ED6 NG PE PER PLAN 2xb BLOGKINtS PER MAX. PLAN Z -0 � 4" i T EACH 3455 SOUTH 344' I^IAY SHEAR WALL I A ' Z oa N IE TRU55 SCHEDULE NOTE #5 SNEATHIN6r- - - SUITE 230 a INTERIOR FAGS PER PLAN � A21 CLIP - � DIAPHRAGM FEDERAL WAY, WA. X00! SHEAR WALL WHERE; SOLE PLATE AND ��� Zx4 BLOCKING BOUNDARY tiAILM�6 VOICE: X153) 835 - G8�o SHEAR WALL �x BLOCKING I^U PER PLAN, OCCURS, PER PLAN NAILING PER SAAR PER P " PANEL EDGE NAILING PER PLAN FAX: (253) 835 -0813 �f0 HOL-DDYMI TYR - TYP. WALL WL2QM W/ Ibd • b oc Ibd • b oc TO PER SHEAR WALL. 5HEATHI NG - 2) ROWS PANEL TOP CHORD 'FULL DEPTH BLOCK IN6 PER PLAN kD6E NAILING PER (MAY BE DRILLED OR 51�EAR WALL SCHEDULE GABLE END TRUSS O NOTCHED FOR yo 0 0 ! SOLE PLATE AND PER PLAN TRU55 � � _ � � J�, ' PER PLAN PANEL ED6E NAILIN6 PER P VENTING) �,, y� NAILING PER SHEAR 2x LATERAL PER SHEAR WALL. � HOLDOM HOEDOWN TRAP TIE PER PANEL EDGE NAILING -L SCHEDULE BRACING PER--- SC EDUL.E CONT. DOUBLE TOP PANEL EDGE NA!E1N6 PER PLAN PER PLAN PER 51�AR WAU. TRU55 MFG. PLATE PER PLAN POST --STUD WALL PER PLAN PER SHEAR WA�.L. JOI5T BGHEDULE A35 CLIPS (SHEAR WALL 1w'fRE SCHEDULE - PER PLAN PER SHEAR WALL. INDICATED), EXTEND o OR- MORE Sip BEAM SCHEDULE PER PLAN � S�ATNIN6 TO , STUD WALL PER PLAN __ HANGER PER -- BEAM GOVT. DOUBLE TOP INDICATED) IMDERSIDE OF ROOF (SHEAR WALL YWERE ors a0. A no PANEL EDGE NAILING PER SHEAR MALL SCHEDULE - TRL�.� MF6 'PER PLAN PLATE PER PLAN . ONE ROW PER FRAMING MEMBER, PER FAGS. NAIL 5PACING OF ALL ROH5 TO MEET THE REQUIREMENTS TRUSS WW16URATION = OF THE HIGHER STRENGTH SHEAR WALL T T yp ical Corner Details Btra to Beam Below low Roof to Wall T )cal Truss at Gable End 4 MAY Vmy Ty Truss at Eave �` yp p yp yp r� STRAP PER PLAN FULLY NAILED NV Ibd SOLE PLATE AND -4- — SOLE PLATE AND . (REQUIRED AT TOP PLATE SPLICE ONLY) P05T PER SG+EDULE • • NAILING PER SHEAR Id STUD MALL PER PLAN NAILING PER SHEAR STUD WALL PER PLAN SPLICE BOTTOM PLATE YV WAL.L. REDUCE NAI 5G (SHEAR WALL WHERE WALL. SCHEDULE (SHEAR WALL. "fRE --t YV (2) ROW5 PAM. .. W EDGE NAILING PER BLOCKING AS REQV INDICATED) INDICATED) 5HEATHIN6 SHEATHIN6 SHEAR WALL TO AL16N PER PLAN DI PER PLAN DIAPHRAGM 3 SCHEDULE NOTE X15 STRAP TIE PER HOL.DOWN JOIST • , BOUNDARY NAILING JOIST BOUNDARY NAILING � TRA I POST SCHEDULE PER .. PER PLAN PER PLAN PER PLAN PER PLAN 5 PF'ED 5PL C PILL ALL HOLES .. PANEL ED6E NAILING 0 Ibd NAILS .. PALL ED6E NAILING (8) Ibd ® 4 "oc -- 16d ® 12 `oG PER SHEAR WALL. PER SHEAR WALL SCHEDULE 5TA66ERED ® 5T PANEL EDGE NAILING 0 EA. SIDE OF SPLICE - VERT. BLOCKING PANEL ED6E NAILING . 50LID BLOGKINtS PER SHEAR WALL u PER POST ABOVE PER SHEAR WALL WNT. 2x RIM NAIL TO SCHEDULE f es . 5H ATHIN6 YV VIAPHRA&M o TOP CHORD U ' CONT. DOUBLE ' . NAILS AT 4`x CONT. DOUBLE TOP A35 CLIPS PER CONT. DOUBLE TOP t SPLICE BOTTOM CHORD TOP PLATE HOLDOYN TO MATCH PLATE PER PLAN SHEAR �-L- PLATE PER PLAN HOLDOM ABOVE A35 CLIPS PER (WI•ERE 5HEATHIN6 DOES SPLICE PER PLAN SHEAR WALL SCHIEDULE STUD WALL PER PLAN NOT OVERLAP RIM I STUD INALL PER PLAN SPLICE TO 0. 6-0" MIN. BETYM SPLICES P05T PER SCHEDULE (WYERE 51•EATHING DOES (SHEAR WALL A ERE (SHEAR WALL WHERE OGGUR ® q W/ (2) ROY, PANEL NOT OVERLAP RIM INDICATED) INDICATED) OF VERT. STUD, TYP. NAILED SPLICE EDGE NAILIN6 PER AS SHOW � • SHEAR WALL v SCHEDULE NOTE 05 ..—' Chord 5 1 ice T y p ic al Post -to - Post Holdow " F loor Joists Para 1 I el to Exterior Wa I I 1~ loor Joists Per . to Exterior Wa 1 I To p p p A_ DRAG TRU% STUD WALL PER PLAN -�-' DRAG JOIST- PER PLAN STUD WALL. PER PLAN (SHEAR WALL AHERE PER PLAN (SHEAR WALL hM�RE 50LE PLATE AND INDICATED) DI NAILING PER SHEAR O BOUNDARY NAILING INDICATED) PANEL EDGE NAILIN6 -+-' PER PLAN P.T. 51L.L PLATE AND WALL 56H XVL.E PER SHEAR WALL d AB.S PER SHEAR -- � d � �L SCHEDULE NAILING CONT. 2x RIM SCHEDULE , .. -� c l L STRAP PER PLAN PER SHEAR WALL DIAPHRAGM z � V --j FILL ALL HOLES W/ NAILS AS NOTED: r,�, � SHEATHING BOUNDARY Nr•�ILIN6 LU MSTG STRAP: Ibd SINKERS PER PLAN a PER 5T AND MST STRAPS: Ibd COMMON T522 OR 05(A 5LAB.ON� FINISH 6� AVE P.T. SILL PLATE AND STUD WALE L5TA AND META STRAPS: 10d COMMON PER PLAN BY OTHERS INSTALL PER � � AB.'S PER SHEAR SIMPSON CATAL06 x �� WALL 5GHEDULE (LATEST EDITION) J015T BY ;; FIN15H GRADE OTHER5 c:11 STUD WA L FOUNDATION - - 5IMP50N A35 CLIP PER � � PER PLAN BY OTHERS FpR SHEAR WALL. FOUNDATION OR to R C p p11 H-M SHEATHING CONCRETE WALL- DEC DRAG JOIST DOES NOT 5Y OTI•ER5 � R = �° �► AT RIM AS SWAN vow PE PLAN T TRLJ�.�' 0 W = " Drag Tgpe TW Draa impe BA K = BLOCKING aw F = FLOOR/'ROOF B =BEAM T p ical H=ootin at Slab on Grade — c ,�y s��' Floor Joists at Foundation STUD WALL PER PLAN (SHEAR YVlU.L INHERE INDICATED) STUD WAIL PER PLAN (SHEAR WALL YWHERE INDICATED) HOLD" 5CAMU TAFfAm HOLD" ROD i BAD. DEPTH 8' #* L Dw. 0" b' K&L FD2A t H7M he be i 8' "A& HW 36 12' 12 1 HAOA 36' 14' 16' HA4A 4 475 Is 48' .24' r PAIL EDGE NAILING PER SHEAR KAl1 SCHEDULE NOTE 05 POST PER .. SCHEDULE HOLDONN 50EPA F HOLD" THWA= ROD o DW. OEM -b' MALL EMOM. M" b' NALL HM 4 HM %m b e be W6A S HDOA 76' 12 ' 12 ' HDIOA k H e 16 M4A i M5 1' Th 24' HOLDOM PER HOLDOwN PER ' ' 11 1 FILL �-- 1301 _ DETA I' 5 ALL SHEATHING- PLAN, INSTALL PER BOET SIZE AND • - -- T 51 ZE AND C�ANTITY PER � HOLE5 YV 16d NAILS PER PLAN E• QUANTITY PER ' ' NOLOM MFG. • • WOLDOWN MFG. REINFORCEMENT PER MFG. INSTALLATION ND HOLDOINN HD HOLDOM /- -- FINISH 6 RADE PER P05T SCHEDULE ' .. PER P05T SCHEDULE G 4 �I. VEC PROACT NO.; J015T ++ a t 04 -120 PER PLAN Gl ROD 0 j' -• --�,' + �= THREADED ROD m .•. --.. " ' C " auw* PER �) ;� lj CORETE NC --REINF T PER PER 5GHEDA1 W5�! C�ONC.RETE FOVNDATION 9 `x3"x�4' It KM*fR i i ` `�' E AB.S PER SHEAR 5NX3`x/' R ; i MFG. INSTALLATION --' 4 � WIASIE ---�_ _ ,A.B,'S PER SAAR FOUNDATION PER PLAN hALL - - WALL: 5CHEDULE TJT REQUIREMENTS cwECo- MEN CONCRETE F OOTINS CONCRETE FOOTING PER PER MM DATE 001 -30-04 -30-04 PLAN PLAN 1 i *w "16 x C_� Strap Holdown at Concrete Nall Strap Holdomm of CraNispoce T . HO Holdom at Foundation T . HD Holdorin of CroAl yp yp .� • PANEL.. EDGE NAILIN6 ' — v�M ..... •.. PER SHEAR WALL w - SCHEDULE NOTE 0 5 X k .. POST PER • SCHEDULE HOLDOM PER HOLDOwN PER ' ' 11 1 FILL �-- 1301 _ DETA I' 5 ALL SHEATHING- PLAN, INSTALL PER BOET SIZE AND • - -- T 51 ZE AND C�ANTITY PER � HOLE5 YV 16d NAILS PER PLAN E• QUANTITY PER ' ' NOLOM MFG. • • WOLDOWN MFG. REINFORCEMENT PER MFG. INSTALLATION ND HOLDOINN HD HOLDOM /- -- FINISH 6 RADE PER P05T SCHEDULE ' .. PER P05T SCHEDULE G 4 �I. VEC PROACT NO.; J015T ++ a t 04 -120 PER PLAN Gl ROD 0 j' -• --�,' + �= THREADED ROD m .•. --.. " ' C " auw* PER �) ;� lj CORETE NC --REINF T PER PER 5GHEDA1 W5�! C�ONC.RETE FOVNDATION 9 `x3"x�4' It KM*fR i i ` `�' E AB.S PER SHEAR 5NX3`x/' R ; i MFG. INSTALLATION --' 4 � WIASIE ---�_ _ ,A.B,'S PER SAAR FOUNDATION PER PLAN hALL - - WALL: 5CHEDULE TJT REQUIREMENTS cwECo- MEN CONCRETE F OOTINS CONCRETE FOOTING PER PER MM DATE 001 -30-04 -30-04 PLAN PLAN 1 i *w "16 x C_� Strap Holdown at Concrete Nall Strap Holdomm of CraNispoce T . HO Holdom at Foundation T . HD Holdorin of CroAl yp yp .� _.� +_rte_._. �� r .- ...�._ -_..�_ �_ ..rarr•�__�r ... +.... __.r�...����.� ...+.lr __.r+w.y - -_ M.. «.w . +.r .r t. ..v .. � w. . a�• . 1 .r 1. K'i�AK1MM'�f ^• MA MMy MMrwrl�.vrT T•.•�'+a ��.. N•w T.^.�. .IF ?M IV.�►.�.s�.vi �. �l.f'�A+...f .r/LP.�.M.r.� v• -1-.e .a.�w....� w. v�M ..... •..