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HomeMy WebLinkAboutPermit D05-107 - NORTHWEST HOUSING GUILD - NEW HOUSEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D05 -107 Northwest Housing Guild 1440246 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 15 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. NORTHWEST HOUSING GUILD •14402 46 AV S D05-107 1 - z 2• LLI 6 = — I 0 O 0 to 0 LL1' t1.1 F- U) LI ui 0 < I Z '1-0 Z 1- 1.1J uj 0 • m 0 • I— W uj 0 • z w co 0 o 1- z City 6. Tukwila Steven M. Mullet, Afayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwilama.us DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0040000485 Permit Number: DOS-107 Address: 14402 46 AV S TUKW Issue Date: 06/02/2005 Suite No: Permit Expires On: 11/29/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: NORTHWEST. HOUSIMG GUILD 14402 46 AV S, TUKWILA WA MERKELEY WARD 2004 S ONEIDA PL, SPOKANE WA JASON RUNNING 632 SW 150 ST, STE B, BURIEN WA Contractor: Name: BRICKSTONE DEVELOPMENT LLC Address: 12452 12 AV S, SEATTLE WA Contractor License No: BRICKDL962Q9 Phone: Phone: 206 227 -5941 Phone: 206 - 243 -1252 Expiration Date: 11/29/2006 DESCRIPTION OF WORK: CONSTRUCT ONE (1) NEW SINGLE FAMILY, TWO STORY, UNIVERSALLY DESIGNED HOME OF APPROXIMATELY 2640 SQUARE FEET WITH ATTACHED 612 SQUARE FOOT GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DISTIST. Value of Construction: Type of Fire Protection: Type of Construction: $246,817.12 Fees Collected: $4,384.06 N/A International Building Code Edition: 2003 VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N .. D0 06-02-200 i.i �i.,, .[�. � t„ :. t. � ? S. Le:- n;Y.Y.a.� 7ii.? �� ;•.� � n.;. •.' t N" b. � �,. . ."' L "'.� '�rz ' :.y5�� i_ ^' ,y ?'S w.•. 'd." 1LS:i'';Y• 'a"�.' •r 'w+�v`:.6 %y1 "' 'v'kr' # 1�;~$,oc, 33•' Kd��wtet ;uid�' !a': - �.5'�.iit�.C�u�' .dy5$.�' V+i; Z W � M 00 (/)D W_ H �w w 9_j U_ Q. (1) = �w Z t- 1— 0 Z F_ W W U� O - o E_ W H LL O. ui Z C0 U -- 1— _: 0 � Z Water Main Extension: Water Meter: I i i j i. , i i I 1 . i f City G. Tukwila Steven M. Mullet, Mayor Departmetit of Community Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwilama.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director Z yI H W U O CO CO J F-,. C WO. LL J� LL Q. N 7. W Z F- O. Z {—! W 2 5; D p, ;O N. 3 W W LL F" —0 .. Z W CO, U H O `Z City a. `Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -107 06/02/2005 11/29/2005 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 construct!p"r tide performance of work. I am authorized to sign and obtain this development permit. Date: (' - ,? — 05 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -107 Printed: 06 -02 -2005 Z — Z: Q �W WD UO Cj ) o. J = H N LL. W O: LL = U Z �. t— O Z F- w w �o O 0 F- LU W. H U- O iii Z U= O F Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000485 Permit Number: D05 -107 Address: 14402 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/01/2005 Tenant: NORTHWEST HOUSING GUILD Issue Date: 06/02/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: 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. 14: 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. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -107 Printed: 06 -02 -2005 z �w aa UO to o J -r- N U. w 9-1 LL co = �w z F- t-- O Z F_ w W U� 0� 0H W W. U_ 0 .. Z W co O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of •Z- Z W Public Health - Seattle and King County (206/296 - 4932). QQ 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department JU ai c of Labor and Industries (206/248- 6630). co = H 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, CO L 1 0 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 U_ Building Official from requiring the correction of errors in the construction documents and other data. N d =w 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Z �_. 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and F- 0 w ~. completion of work at least 24 hours in advance. j o U 21: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 0 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be W U underground from the point of connection on the pole to the house. L 23: Any material spilled onto any street shall be cleaned up immediately. Z v co P_ 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally z insured). 25: A bond in the amount of 150% x cost of work withing the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 27: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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. 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: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Turning radii shall be a minimum of 5'. 31: New driveway and existing power pole shall be separated by a minimum of 4 feet. Coordinate with City Utilities Inspector. doc: Conditions D05 -107 Printed: 06 -02 -2005 i fg City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 32: New water service line shall be completely on Lot C, or Owner to provide private easement. * *continued on next page ** doc: Conditions D05 -107 Printed: 06 -02 -2005 z JU UO CO J H n LL W O 2 ' �Q �D = d' F.. W Z =. H O. z tr- 5 O �. CI h- UW LL O .. Z U H O z 1 City of Tukwila 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. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Z u� D JU UOO W =. J F.. CO L W O J U- Q; U) W'. z Z I - - F - O` z �-- 25 U O N o F--' Ww U H -- u. ~O .. Z U� H _ O Z 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: Date: 2- ,6 Print Name: 3; I 1 1 doc: Conditions D05 -107 Printed: 06 -02 -2005 ILA, k'7 N 2 Igoe CITY OF TUKWIL A Building Permit No. D -10 Mechanical Permit No. 90: ' ,p Public Works Permit No. Project No. f ���— . 62A Z Ilse Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" -SITE LOCATION King Co Assessor's Tax No.: & - /Ael y e Site Address: lam /VO R �� ��- II Vn; .• <Xt Suite Number: Floor: Tenant Name: �QeTiS!/r /f_uT L!�'!/1 t?l,GClGY New Tenant: El ...... Yes ❑ .. No Property Owners Name: ,i►1h2md-we, /t1ovsa.s6 e'o' Mailing Address: l r2 SL✓ / S?� S� •• S �� t��i / y2c� 1144- city State Zip CONTACT PERSON Name: , JA - 5' f�.,J /�JnJnl i'1✓ Day Telephone: ( Z 00) 2Q Mailing Address: Z, 15 /< O 2 ' - Sr. S� • �i� /?U City State Zip E -Mail Address: i cc_s o 62"" sd , c° fi Fax Number: 62CJ6) v .? - me,-5 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: 1 -�- Mailing Address l �.Z S�✓ i S� _ �"c:z� /� 1?c-, City State Zip Contact Person: J sets•o.-- 6 Day Telephone: 1206_) E -Mail Address: ► f--s b ., - pi h G /r� Fax Number: _( o C _) Contractor Registration Number: )3i2.L _ � �i'�: � O `i' Expiration Date: Z l2 �r �© "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: /`� sJ-aC—Ak T� C S i`71. Z, C- Mailing Address: / /l S` /O� /�l .�� /�L% f�-�z K�� -L.� I J� Fx lZ City State Zip ./ Contact Person: �_(o r�.� /"/��� �•-,�/ Day Telephone: (y,?,j E -Mail Address: a`t - •e . J- V` Fax Number: (yzs-) T - Ze, P9 . ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Company Name: /�r >.✓C A.� �c?�J ���� •✓ Y y >� Mailing Address /A/S' , s tJ /,fS S SV7c 10-2 - S'-77-)T4b� 1,14 Z City City State — Zip - Contact Person: Day Telephone: f,2 6) - ,9t He/ - -V/ °l/ E -Mail Address: hq, ,✓old eZ cv. enwt Fax Number: ? y -/- z /�s `applications'pennit application (7 -2004) Yaee t iM7. au..;cy+."....:;fI+rKY : fKt'.«.?Y + h7Ri . p . Ii Z ~ W tr � JU UO W = F- NLL W O 2� L4 = �W Z 1- 1- O W H W UL3 ON C3 1-- WW HF- O W Z U= O Z BUILDING PERMIT INFORM. .TION - 206 - 431 -3670 Valuation) of Project (contractor's bid price): $ ,:Ee &CE) Existing Building Valuation: $ Scope of Work (please provide detailed information): �' n.v c r rt ur�% (,�� Nv`z✓ , s.c�yG c - rrl� -fug �. t�J� ['�biy �� / vim \/E�LSIF LLY r7[ S.�fN��7 idc��ta rpF T,r r'ZY t P Will there be new rack storage? ❑ .. Yes V..No If "yes ", see Handout No. for requirements. i Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) .2dOoZ *For an Accessory dwelling, provide the following: e,� /, Lot Area (sq ft): . � Floor area of principal dwelling: a:Vx % 6 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑..... Yes'.. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm None ... Other (specify) Will there be storage or use of flan combustible or hazardous materials in the building? ❑ ...Yes , RI No If "yes", attach list of materials and storage locatiotts on a separate 8 -112 x 11 paper indicali►tg rpiantities wid �1laterial Safely Dala Sheets. `applicatione`pertnit apldica ion (7.2004) Pace 2 t Z Z Z �W � 0 NO W= J l.— NW WO LL Q _ Cl �W Z 1— H O Z F_ 2 5 U O N O ♦— W W HF- U_ O 111 Z. U= O ~ Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC V. Floor:. 3 �3 2n. :Floor 3 3`.. Floor. ' Floors L; ./ thnt 2 I/ Bascinent . Accessory Structure*. Attached Garage` :Z Detached. Garage.. Atmclted Carport . Detached Carport Covered Deck. Uncovered Deck. PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) .2dOoZ *For an Accessory dwelling, provide the following: e,� /, Lot Area (sq ft): . � Floor area of principal dwelling: a:Vx % 6 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑..... Yes'.. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm None ... Other (specify) Will there be storage or use of flan combustible or hazardous materials in the building? ❑ ...Yes , RI No If "yes", attach list of materials and storage locatiotts on a separate 8 -112 x 11 paper indicali►tg rpiantities wid �1laterial Safely Dala Sheets. `applicatione`pertnit apldica ion (7.2004) Pace 2 t Z Z Z �W � 0 NO W= J l.— NW WO LL Q _ Cl �W Z 1— H O Z F_ 2 5 U O N O ♦— W W HF- U_ O 111 Z. U= O ~ Z . PUBLIC WORKS PERMIT IN ORMATION - 206433 -0179 Scope of Work (please provide detailed information): A.a r3gs7 Uc�r�,.is.�c,yG' .n.� i= 1�LSZ+.�� 1Rw -r/ •rs� C�ctT,�J 1? i r� � .t�(9R7yd- s'-o t � l'PEfK' -ry C.l9N.vCrL� S..i�'09 .SC, >wlr y"� — R+?d dr P219�a1a A l G�CJ- �'- �•c�'c�: e- J40Xra c.2wd ,7b E'X c� �+��G r .//,.Z»t fres�`Q A? .s'P?V �'Id [v�� C._b Or �(201�✓''21'�Y• Call before you Dig: 1- 800424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. 1 ) 4 i } Water District ❑ ..Tukwila Yr.. Water District 11125 [:1 ... Highline ❑ ... Renton `o.. Water Availability Provided Sewer District ❑ ... Tukwila Va1Vue ❑... Renton ❑ ... Seattle ❑ ... Sewer Use Certificate 9 El ... Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County health Department. Submitted with Annlication (mark boxes which a )w ..Construction/Excavation/Fill - Rightof -way,- Non Right -of- -way ❑... Geotechnical Report ❑ ...Traftic Impact Analysis r '� 1 ❑... Maintenance Agrecmcnt�(s) i ❑ ...Hoold Harmless Proa%7e ivtiti��c ni3rk tbxe� that anp4 A l� LUAU L04 4F*�4"1 ` � / ❑ ...Right -0f - -way Use - Nonprofit for less than 72 hours ❑... Right -of -way Use - Profit for less than 72 hours ". Right-of- -way Use -No Disturbance ❑ ... Right-of -way Use- Potential Disturbance .Civil Plans (Maximum Paper Sire -22" x 34 ") ❑...Technical Inbrmation Report (Storm Drainage) ❑ ... Bond ❑ ... Insurance ❑...Easement(s) .Total Cut !� cubic yards TotalFilll cubicyards ff vak- y Sid '9ewer ..Cap or Remove Utilities ❑..Frontage Improvements V .Traffic Control ❑ ... Backllow Prevention- Fire Protection Irrigation El ... Work in Flood Zone Storm Drainage ❑ ...Abandon Septic 'Tank ❑ ...Grease Interceptor ❑ ...Curb Cut El ... Cliannelization `.Pavement Cut ❑ ...Trench Excavation E3 ... Looped Fire Line Utility Undergrounding Domestic Water " r �(' Pcnnun n�t W ?er ,ter Size WON f . .. Temporary Water Meter Size.. ❑ ... Water Only Meter Size............ WON WON ❑ ... Sewer Main Extension .............Public Private_ _ ❑ ... Water Main Extension .............Public Private ❑ ... Deduct Water Meter Size ......... " Fire Line Size at Property I_ Number of Public Fire Hydrant(s) K .:Wate; ), K - M 5 P...SewcrvML F...Sewage Treatment Monthly Service Billing to: Name DayTeleplione ?Q6 2 2 > -S Mailing Address / 7-2 SG./ S` - Sum" ��13'� v� •`�'� ✓ GJ /� i �i�� City State zip Water Meter Refimd/Billing: Name - 5'0d, -V ,as Day Telephone; Mailing Address City State Zip lapplicationaVennit application (7.2004) Paste 3 ......_._. �__.. , _�.........._.. _,...:� ....... ,.. ......... .,.,.«.. .:...�..�..<�,. ,..;. � .. ..,..,.,�..�: i:ku:.:�,�.uc.. -;i• ,r `� Yu:usS�t�';'tC�s ^qtr,' Z W UO Cl) 0 CO W J = (1) LL WO 9 - LL to 0 = W H = ZX Z� W W L) O N. 0 H. W W LL O Z LLl U= O Z r MECHANICAL PERMIT INFORMATION — 206431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 141 -?' 61e- s 5�-r-C- Mailing Address: FO i ?c) )c C2cz.r /e- l..JA City State zip Contact Person: -1c7=r 61 & AeC __- _ Day "Telephone: 1 1a5 E -Mail Address: Fax Nuntbcr: Contractor Registration Number: A17 S 6 L. 6_5'9Q 2 /? ✓ Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ : $Zkif -0 Scope of Work (please provide detailed information): ,vw eQ `) 645 � Ac, ti . AA6 . taA -ra d2 .= . .'fn.J».,n•r•.c�, �f ILA 04-2 , .L�.�J �('.�T't -tom !'/1• -S y t ✓Ayw - 'Aye'-2 m,- .•:"71,.�..� .a-��? Use: Residential: New..... Replacement.....❑ Commercial: New ..... Replacement.....❑ Fuel Type Electric ...... ❑ . Gas...,.P Other. Indicate type of mechanical work being installed and the quantity below: Unit Type: , I �� Qty Unit Type: ' Qty Unit T e: Qty Boiler/Compressor: Qty Furnace <100K BTU / Air Handling Unit >10,000 CFM Fire Damper / 0 -3 VIP/ 100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermo 15 -30 I-iP /1,000,000 13TU Suspended/Wall /Floor Mounted Heater Ventilation System /' WoeGas tove / 30 -50 HP /1.750,000 BTU A pliancc Vent / Hood / Water Heater 50+ I-IP /1,750,000 BTU e Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm /Ind Other Mechanical Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application, Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review• - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THELAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED •1'0 APPLY FOR THIS PERMIT. BUILDIi Date:�� Signatitr Print Name: -, rdSo /C,.2 Day Telephone: .?DG Mailing Address: eS ��".z i- City state zip Date Application Accepted: Date Application Expires: Staff Initials: \applications\pemut application (7.2004) Pete 4 Z ~ W tY � UO ND J H N LL WO L Q �d = W Z F.. F- O Z F^ U co 0 F- WW 1=-• H W Z 111 0 O Z u �. �s.�n.�Ytw",w ""�5..,'�'. '�vY o � a ,+;�S� wn, � , ��•� .+ � x +M �,...::..;:;';`w.,"N'F� S.*: c, :,:c;.•.•..,..,,. - .. ......... �I :h J: 1� Wtf�° ,2 '' 1 90E June 20, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Lifestyle Homes of Seattle 632 SW 150th Street, Suite B Burien, WA 98166 RE: Refund 14402 — 46th Avenue S — D05 -107 Dear Sir or Madam: Enclosed please find a check in the amount of $1,584.00 for replacing curb and gutter on th enorths ide of property and asphalt access replacement on 46th Avenue S for the property located at 14402 — 46th } Avenue S, Tukwila, WA. a If you should have any questions, please contact our office at (206)431 -3672. i . Sincerely, Brenda Holt Permit Coordinator end xc: Permit No. D05-107 t 1 f i i Q:\Documents\Bond Release\DOS -107 - Refund Letter.DOC bh z .- w 6 D JU .0 O N O w 3: J �—. T LL W O J. LL ?. d: =W r~ _ z� HO z F--. W D p U O N W W: ~ h' LL O 11 z 1 N`. U O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKW ILA, WA 98188-2544 ACCOUNTS PAYABLE CHECK NO. redacted 061906301 06/13/2006 BOND/DEPOSIT REFUND DOS' 107 1,584.00 PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH '. BANK 19 -10 .' P. � 1260 CITY OF TUKWILA 01 6200 Southeenter Boulevard Tukwila WA 98188-2 1 544 009433 06/19/20061 1 ...... 1,5154.00 PAY One Thousand Five Hundred Eighty Four Dollars"and No Cents TO THE LIFESTYLE HOMES OF SEATTLE ORDER 632 SW 150TH ST, SUITE B OF BURIEN, WA 98166 44a&--,�, z 1 0 (0 LL '0 U) To UJI 0 I-- Ul W 0;: a W LU X 0 F- — !L 8 Z 0 Z i Memo May31, 2006 To: Laurie Anderson Front: Brenda Hol(& Re: D05 -107 Please refund $1,584.00 to Lifestyle Homes of Seattle. The curb /gutter, and asphalt access replacement has been completed and approved by the City's Public Works Department. Please make the check out to: Lifestyle Homes of Seattle 632 SW 150' Street, Suite B Burien, WA 98166 Please send the check to my attention and I will forward it to them. Thank you. Xc: File No. D05 -107 Q:VmumentMond Release1D05 -350 - Refund Memo.doc z z: M W � QQ JU UO: CO CO w. J w I L Co a. =w _. rr O z r<- M5 D U U , O —: W z' w U CO z »•w City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206- 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1. - to be completed by Developer Name of Development: Jw- S Date: Address: U b�'`" Permit No.: Q5 10 Release should be sent to: Name: 1-4 5 Address: 031 ( S � City /State /Zip R c.� J lO.vi , Description of items to be completed (reference plans /documents where items are described): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ \ -C) G' (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: Ir ,,A ' 1 7th%, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection Sign Title S Department Head: c' Amount: $ & �/ Deposited this Date: / k ` Kf Cash /Check ❑ Cash Assignment ❑ Bond City Receipt No.: 9 O 5 - d / -7,, Y Received By: , ,�� ti - M r`s't�� Section 3 - to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash eq ' �tifbon ( / Developer's Representative: Date: cU To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash equivalent/bond. Inspector:! ��'1 L(ti'r� Date: 31 6)6 Authorized By: Section 4 - to be completed by City staff Amount Released: $ 15� �- 0 Check - Check No. '� `L '�7 ❑ Date Released: - to ­0 (o Released by, %policy and procodw +trod bookWevelopa's project wumity form Crated Fcbnw) 21XIJ Equivalent - Letter attached ❑ Bond - Letter attached Z '~ w JU UO Cl) J = H �w w U_Q U) ❑ = �w Z �_ Z�_ W w U O� ❑ E- w F- LL O w Z U= O~ Z Section :2 - to be completed by City.staff THIS. FUND IS AUTHORIZED TO BE ACCEPTED .�� City of Tul wlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000485 Permit Number D05 -107 Address: 14402 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/01/2005 Applicant: NORTHWEST HOUSING GUILD Issue Date: 06/02/2005 4 f s Receipt No.: ROS -01784 Payment Amount: 1,584.00 t Initials: LAW Payment Date: 12/14/2005 10:28 AM User ID: 1630 Balance: $0.00 Payee: LIFESTYLE HOMES OF SEATTLE LLC ' TRANSACTION LIST: i Type Method Description Amount 1 ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1373 1,584.00 r ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 1,584.00 Total: 1,584.00 doc: Receipt Printed: 12 -14 -2005 ' .1. s!.WloY�..MwN! i11Y�NnaY z ,� w W 00 (/)D, w= ( L w 0 9 -J U. C0 Cy = w' F- _ zF- 0. z f- w LIJ � o. ON WW F- U. O .z W co U O z 4� . City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 750.00 Total: 750.00 doc: Receipt Printed: 06 -03 -2005 . • � .. :,�.. ,. f, ,.: ... _ /� ,!L .,_u....2. w:i ..i.L.r.- , :.b..a,. «,L.`�.+i+4v ux�1•ubK.t�+1itA1M..�. A�.��- •�.;F� .J.2a �.c':f:L....i.•.:u6 :f:yL»3J.Ji�:�.+�.4 ..+J.v /�:�1,.:;JS� RECEIPT z W ;~ Parcel No.: 0040000485 Permit Number D05-107 -3 0 Address: 14402 46 AV S TUiKW Status: ISSUED N 0 Suite No: Applied Date: 04/01/2005 W w .. Applicant: NORTHWEST HOUSING GUILD Issue Date: 06/02/2005 N W W 0. Receipt No.: ROS -00819 Payment Amount: 750.00 5- d. Initials: LAW Payment Date: 06/03/2005 12:32 PM t w User ID: 1630 Balance: $0.00 z t— O. z t— W 5. Payee: LIFESTYLE HOMES OF SEATTLE C-) N 0- 0 F- w w TRANSACTION LIST: H U. Type Method Description Amount LL ~O ---- - - - - -- -- - - - - -- --------------------- Payment Check 1178 - - - - -- ------ - - - - -- 750.00 z U H � 0 z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 750.00 Total: 750.00 doc: Receipt Printed: 06 -03 -2005 . • � .. :,�.. ,. f, ,.: ... _ /� ,!L .,_u....2. w:i ..i.L.r.- , :.b..a,. «,L.`�.+i+4v ux�1•ubK.t�+1itA1M..�. A�.��- •�.;F� .J.2a �.c':f:L....i.•.:u6 :f:yL»3J.Ji�:�.+�.4 ..+J.v /�:�1,.:;JS� 'x r9oe x C it y of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000485 Permit Number: DOS-107 Address: 14402 46 AV S TUKW Status: APPROVED Suite No: Applied Date: 04/01/2005 Applicant: NORTHWEST HOUSING GUILD Issue Date: Receipt No.: R05 -00814 Payment Amount: Initials: BLH Payment Date: User ID: ADMIN Balance: 2,331.16 06/02/2005 01:02 PM $0.00 Payee: LIFESTYLE HOMES OF SEATTLE LLC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 1176 2,331.16 RD Pmts Re -Dist .00 i ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 2,245.16 000/342.400 23.50 000/345.830 -37.00 000/342.400 195.00 000/345.830 - 100.00 000/386.904 4.50 Total: 2,331.16 i � �i... 'J4 }J St.'i : t.j ii's . ._�•:).. �f. * ..�;t doc: Receipt Printed: 06 -02 -2005 z W UO Cl) 0. C0 W J = H TW W } O J co d =W z�. t_ O zf_ Uj3 O� W W U u. ~O .. z. W N H �. O z 1 ..� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000485 Permit Number: DOS-107 Address: 14402 46 AV S TUKW Status: PENDING Suite No: Applied Date: 04/01/2005 Applicant: NORTHWEST HOUSING GUILD Issue Date: Receipt No.: R05 -00464 Payment Amount: 7.00 Initials: SKS Payment Date: 04/01/2005 03:09 PM User ID: 1165 Balance: $2 Payee: NORTHWEST HOUSING GUILD LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 12901 7.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 7.00 Total: 7.00 z Z �w 10o ND J = H C0 u- w O' LL a' co = F w z �. HO z F-- w U O N o�- w W, �U U. —O z w o F- z Cit y of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z t RECEIPT W Parcel No.: 0040000485 Permit Number D05 -107 � 0 Address: 14402 46 AV S TUKW Status: PENDING to o Suite No: Applied Date: 04/01/2005 CO =. { Applicant: NORTHWEST HOUSING GUILD Issue Date: N U. 3 W 0. }} � J i i Receipt No.: ROS -00464 Payment Amount: 7.00 LL- aC C d Initials: SKS Payment Date: 04/01/2005 03:09 PM _ User ID: 1165 Balance: $2,616.66 ? F-- f F- O' WW i 5 Payee: NORTHWEST HOUSING GUILD LLC N W 1 TRANSACTION LIST: = F- Type Method Description Amount L.L ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- z. Payment Check 12901 7.00 Ucn ~ F- z ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- -- -------- - - - - -- BUILDING - RES 000/322.100 ------ - - - - -- 7.00 . City o f Tukwl l a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000485 Permit Number D05 -107 Address: 14402 46 AV S TUKW Status: PENDING Suite No: Applied Date: 04/01/2005 j Applicant: NORTHWEST HOUSING GUILD Issue Date: i Receipt No.: R05 -00455 Payment Amount: 582.00 Initials: SKS Payment Date: User ID: 1165 Balance: Payee: NORTHWEST HOUSING GUILD LLC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 12901 582.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 295.00 04/01/2005 10:11 AM $2,623.66 Total: 582.00 z w 00 moo w= D ~ w W 0 U- 0 F — 0 z F- w w U� 0� a WW Z F- U. 0 Lu U= O h- z � �VIA — ,� ... City o f Tukwi l a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000485 Permit Number DOS-107 Address: 14402 46 AV S TUKW Status: PENDING Suite No: Applied Date: 04/01/2005 Applicant: NORTHWEST HOUSING GUILD Issue Date: Receipt No.: R05 -00454 Payment Amount: 1 Initials: SKS Payment Date: 04/01/2005 10:10 AM User ID: 1165 Balance: $3,205.66 Payee: NORTHWEST HOUSING GUILD LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 12901 1,463.90 1 ACCOUNT ITEM LIST: Description Account Code Current Pmts ( ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,463.90 i Total: 1,463.90 i Z =Z LLI JU UO U 0: W J N LL w O. LL Q co) :D. 1 0 �- W : z : z E—. �O z E—. W � a; U� O D F- W W W z U N z i .� INSPECTION RECORD O � 10 ! Retain a copy with permit INSPECTION NO. PE T NA S. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �¢ ( / Type f 1� u..5! l� &L' (Ul of Insp ctioP: A ddress: Nly ) �-v a - -D , s. Date Called: );i o� Special Instructions: Date Wanted: L D5 """M. m. Requeste r t4& Phone , o: Approved per applicable codes. COMMENTS: 7- R Corrections required prior to approval. Rl i , tor: ' Date: --� u4/ 1-D- $5 .00 REINSPECTION FEE EQUIRED. PH to inspection, fee must be Paid at 6300 Southcenter Blv ., Suite 100. Call to sechedule reinspection. iat No.: I Date: Z LU := Z UO ND J = TLL WO 9-1 U. Q = F- W ' Z F— O W 5 U� O� 0 H W H �. �' O . Z W U= Z INSPECTION RECORD �. 2 Retain a copy with permit " INSPECTION NO. PE T NO. CITY OF TUKWILA BUILDING DIVISION 4. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 a Approved per applicable codes. I•, ,h^' dq�i' Project: , 44 Type of Inspection: Address: Date Called: Special Ins uctions: Date Wanted: C . Requester: Phone No: R corrections required prior to approval. COM � f ) u� /li i /� \ J A�2 4 / 2a 1 4 - 9 % r- V' ' Receipt No.: Date: LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z H W L = . UO C') o w= J F- N u- � O. LL Q = F.. W Z� Z H LLI U� O- C3 H WW H �. u" O W Z 0 0 Fm O Z .. Receipt No.: Date: LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z H W L = . UO C') o w= J F- N u- � O. LL Q = F.. W Z� Z H LLI U� O- C3 H WW H �. u" O W Z 0 0 Fm O Z .. IN �PECTION RECORD i- tain a copy with permit I o Re INSPECTION NO. PERM)WO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 n. Project: A) W (-- 1 4 W Type of lnspecrn:,. dress: 0 -a Date Called: QS Speci I Instructions: Date Wanted: M. H E0 rp M. Requester: L Phone No: 2-o(o-S71 3(q Corrections required prior to approval. F] Approved per applicable codes CO M MENTS: 11 I Receipt N 0.: D ate: I Inspector/ Date .4,4 ' J V F - 1 $58 REINSPECTIO 4E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W J L) 0 U) 0 U) W, W Cl) LL LL , 0, 2� -J CO) CY W 0 W LU 5 co W W U 0 Z' W U) Z INSPECTION RECORD _• DOS - / 0 7 Retain a copy with permit INSPECTIOlq N0. PER 0. �r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 I J± l r y j' Pro' ct: Type of Inspect ❑Approved per - applicable codes. / Corrections required prior to approval. COMMENT s i ill ell Z-1 4 1 Inspector: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i /� Addr Date Called: rte-+ ..-�� F, GZ 5 S eci I Instructions: Date Wanted: a.m. p �2/ 105 p Requester: t✓ Phone No S• 1 S• 1 G. Ei zl r., t Z �W Q J U. UO W= J � w 0 E.. W ' Z F- . Z° W U� O � o1-- w w. O Z U= Z INSPECTION RECORD Retain a copy with permit" INSPECTION NO, PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type �nspection: l d re s: r Date Cat dd 0 - 2 Special Instructions: Date Wanted: X. Requester: i Phon o: Receipt No.: Date: COMMENTS: Inspector: 2 I Date: 1 C' - 1 0 $58.0 EINSPECTION FEE WQUIRED Prior to inspection, fee must`be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 Approved per applicable codes. E] Corrections required prior to approval. n r r Z — Z '~ W f � JU UO 0 Lu J ~ N O w� LL Q =a H W Z H W � U O N OH WW F- 0 z W UU) Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 I= Pr j c, t:_ti ? et Type of Inspection: Date Called: �r S eci I Instructions: Date Wanted: rn p.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i COMMENTS: 17 Ins p tor: Date: $58.0 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ReWD(No.: I Date: 0 z w UO 0 w= F— N LL W O 9-1 LL ? = CY �W z Z W W U O N, W w 0 1-- LL ui U co o� z INSPECTION RECORD r -7 Retain a copy with permit t� INSPECTION NO. PER NO .� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,1 -3670 Project: /I Type of I �� spection: AjW 1 qd ress: s Date ailed: JP Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. nspe or• uate 58.00 REINSPECTIO FEE REQUIRED, rior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 1 0. Call to sechedule reinspection. eceipt No.: Date: I Z �W �U UO CO 0 Cl) J F- 00 LL W O J u- Cy = W H = Z l.. . F- O Z !- 2 UC, O N o� wW F- 0 w z co O f. 2 INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PEW No . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 T P/*et / Type of lgggertion; A ress: Date Called: Special Instructions: Date Wonted- p.m. Requester: Phone No: 11 Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: Z ci� (•oN r < v �� l /rr /�'ll� lac. X $58.O0REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Z ;= Z J U. 00 J = I-- S2 U. w O 1¢ = CY �W ' Z H Z O-. U� ON 0 1.- WW U O LLI z U (1) I- 3: O Z INSPECTION RECORD INSPECTION NO. /.�a5 Retain a copy with permit J u l CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type o } pectiop: Address: L L d Z Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: JE - Approved per applicable codes. Corrections required prior to approval. teceipt No.: Date: e Z Z �W J UO Cl) co IJJ J = �LL W O L L U� _ CY �... W Z t` I-- O W �5 U� CO O— � H W W . HP - W Z U C0 p _ O F.. Z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 1 0. CITY OFr TUKWII BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 0 LI r 1 , � Type o Inspection: �/v h Gr ei A dr ss ;i' 2'22 1 /l X/,, Date Called: Special Instructions: Date Wanted: />' D S p.m. Requester: Phone No: F I AnnrnvPrJ nPr annlirahIP rnriac M r'nrrartinnc ramOrarl nrinr to nnnrnvnl InspeS j 4-- Dater $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: I z iH W U CO 0 W �u- WO L U� = CY W z I— I- O W ~ W U� ON 0H W 2 HP LL O z W Cl) O z INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. PER N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / j Al -% j , Type of Inspecti n: , dr s: � `� Date Called: Special I structi ns: Date Wanted: p.m. Requester: L�4 Ph n e NO'. Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect r , -,' Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z ~ w JU C o . N (0 LLJ J = TLL WO 9 u - co = }. W z H H O z F-- W W U ON o E- W W I- . LL Lll U= O z INSPECTION RECORD � Retain a copy with permit INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project:' l .el Type of nspection: , Ad L s U / Dat VC ' Special Instructions: Date Wahted: P .M. Requester:/ Phone No: O Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: Ins ector: Date,: —,,_. _ .. $ 00 REINSPECTION FE REQUIRED. Pri f to inspection, fee must be paid at 6300 Southcenter Md., Suite 19 0CaII to sechedute reinspection. Receipt No.: _ Date: e Z •� Z �W � D U UO CO W _. k— N LL WO Ua to d H= Z F. �O W H 5 U0 O� D 1_- LLI =U W Z W P _: O Z Ins ector: Date,: —,,_. _ .. $ 00 REINSPECTION FE REQUIRED. Pri f to inspection, fee must be paid at 6300 Southcenter Md., Suite 19 0CaII to sechedute reinspection. Receipt No.: _ Date: e Z •� Z �W � D U UO CO W _. k— N LL WO Ua to d H= Z F. �O W H 5 U0 O� D 1_- LLI =U W Z W P _: O Z / - INSPECTION RECORD � Retain a copy with permit INSPECTION N0. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100. Tukwila. WA 9R1 RR (?0(;)411 Pro' Type of Inspe,gion: � at �61 �ir. Sl �t (.i,l Zp We) e) � Adair 1 O / 4-v i .pate Called: � Special Ins ructions: Date Wanted: /a.m. ' )a r /.g p.m Requester: Poe No: Approved per applicable codes. Corrections required prior to approval. COMMEN S• _ -1 .� .. L TfA.S ,fir .� h U - I G 4 AA l Ale) -Y J-1 -5 Zp We) e) � ' )a r /.g 1 Insp ctorr Date 7 f $ 8.00 REINSPECTION S EE REQUIRED. Prior /o inspection, fee must be P id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. eceiDt No.: IDate: :i Z �Z W W� JU UO UD co W J H CO U. WO 9-1 LL Q co = = �W z W O W U� co W H� -O •Z W U =. O z t � INSPECTION RECORD _ Retain a copy with permit �� 7 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIViSi0N,r;, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C `! { i Pr .Li : ., ,�'CL _ ..- f�,lLG1 -• Type of aspection: " �.s`2'��L /.lam Address: Date Called: 0. (9- e ,Y- ' -4 ' 4 - 7 , � s • .j c c ri1 Special Instructions: Date Wanted: a.m.. P.M. Requester — : CX G� hone 6`' QJ�' / -- 5 E] Approved per applicable codes. 1^1 Corrections required prior to approval. COMMENTS: 0. (9- e ,Y- ' -4 ' 4 - 7 , � s • .j c c ri1 �6 f I 0 /1--> .- Ye"t Pnh-7 . � d 6 U^C eV Inspe o • � I Date: 5 9 8.00 REINSPECTION FEE �EQUIRED. Pri to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to sechedule reinspection. ON Z H W JU UO w= O W� L J Q to 2 �W Z = I— W O W U� co OH WW 2 LL —0 .. Z W U =. O Z 4 i INSPECTION RECORD ' Retain a copy with permit Z)6)5—/o INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t (206)431 -3670 L C C P;U ct: .11 /�01 S /nl 62// /G/ Type -o Inspection: i /V �d� , ,s: / Y 0 to -e Date C 3 ` .' Special Instructions: Date nted: , a.m. — /'-/— 0 p.m. Requester: // � L - Phon.. �� — I7 Approved per applicable codes. Iorrections required prior to approval. COMMENTS: '3 -- �� Y / ?r �i-e. ar�L/ cSO4 '.07 2.0 Cy '-p A 4 '71 6�ni S .r- S n♦ 9YIJ w 7 "2 • wr( a2 iv r Inspecto Date: /00 REINSPECTION FEE )EQUIRED. Pri to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100 /Call to sechedule reinspection. Re'Eeipt No.: f IDate: ti I Z _ I.: iH W 5 UO Cl, CO F- CO IL W O 9Q = t` _ Z� ZO W W Uj3 O� .0 F-. W H� -0 W Z U— H O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T O. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: � C-7 � �� ( Typ of Inspection: ss: Dat Called' rAdr eci I 1 structions: Date Wanted: p.m. Requester: J PQne�o fly z W J 00 CO w= �L w 9� LL. j 0 w Z f WO W U� o� W HF �O .z w U= P z: O z INSPECTION RECORD Retain a copy with permit -- INSPECT M NO. I PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project*. ITYi� AZ4) i�lnsection ? p 4Z4Ll'u", Address:' W - Pa - te Called: Special 'Instfuction Date wanted a.m.' Requester: Phone No: -- k . M Approved per applicable codes. Corrections required prior to I approval. _ a Inspec Dat F-1 $58.00 REINSPEC REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Receipt No.: I Date: I t. I I Z �U L) 0 (no co W W U. W 0 � LL W 0 z �- W LU 5 L) U). 0 W F- LL 0 z co b F- Z the INSPECTION RECORD Retain a copy with permit INSPECUON N0. PER T 0. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ali Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 7 r � C/ Z, /1 $58.00 REINSPECTION FtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 0 Z = F' ~ W UO U) a. U) �O LL w� 2 LL Q � � Da W z W W U O N 0 F- W W H H O LJ.I z 10 C0 P H O Z Type+ f Inspection: %)ect: U i� / T- res :� / Da Called: e ia! I nstructions: Date Wanted: y-� a.m. Requester: / P o e No � Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 7 r � C/ Z, /1 $58.00 REINSPECTION FtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 0 Z = F' ~ W UO U) a. U) �O LL w� 2 LL Q � � Da W z W W U O N 0 F- W W H H O LJ.I z 10 C0 P H O Z INSPECTION RECORD — P Rtain a copy with permit � l � / INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 : V -/ /}/�{� Type � o � f I / n / � s / p / } ect / i Ad g Date Called: / a � Special Instructions: Date Wanted: / llffl. p.m. Requester: ..� Phone ` Q ` � 21 !y � 11 Approved per applicable codes. NO W-R f 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. Corrections required prior to approval. "rte M � Z Z Q �W W� J U U W J �. CO LL WO J LL Q IA J F- W z= F-, W O W U� Cl) 0 i-- W F- H — O ui z U =. H� O Z OEM NO W-R f 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. Corrections required prior to approval. "rte M � Z Z Q �W W� J U U W J �. CO LL WO J LL Q IA J F- W z= F-, W O W U� Cl) 0 i-- W F- H — O ui z U =. H� O Z 1.1 INSPECTION RECORD Retain a copy with permit -INSPEr-71ON NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' '' Pro Ct* ' 71 A YP ebflns ection: I j ) e � Address: lzglo Date Called: I1 a Special Instructions: Date Wanted: 0,5 P .M. Requester: lv-� Phone. No:-, I Receipt No.: I Date: I I z Z. Ul L) U 0 C/) 0 C/) Uj LLI U- WO LL co LLI z 3: 0 W H LU LLj 5 Cf) 0— 0 F— W U j 5 LL 0 z co, 0 z paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedule reinspection. - ... -'3+7� � ....a .iw!fK t i...- .,..,h� .�...n -. y...�r ��: ^•M :.. ��._....t.¢_c^� +�.�.ae <:. .. a ....... ...... :•-_„ . � .. .. , . _ _..... .. INSPECTION RECORD Retain a copy with permit�� INSP CTION NO. "' PE 1 O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Project:. Type of Inspectio Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i nsp r: Date: -- 0 / $58.00 REIN PECtION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: tl Z .a Z �W QQ� JU UO UU W W. WO La U� S W Z I— O W 1r- W U� U a f— W w F- �. W Z tll U =. O Z INSPECTION RECORD Retain a copy with permit IN SP ON NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 III 111 Pr 'e_ct� � Typ of I spec ion: � A dress: P 0 Date Called: r f! Special Instructions: Date Wanted n M. L Requester: Phon No: I li R Approved per applicable codes. Corrections required prior to approval. nspect . Date: `--�> < as i 00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be at 6300 Southcenter lvd., Suite 100. M11 to sechedule reinspection. "Keipt No.: Date: r !4 Z +-- Z �W JU 00 C0 t•- U_ w �-j U- M W H Z I... ZO w W 0 l-- W H� U 0 W UN H H. O Z INSPECTION RECORD � Retain a copy permit -. 1 INSPE O. PERMIT 'O(V CITY OF °�i.iiCiAiILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ; (2 6)431 3670 x i Pro' ct: Type Olt In ectio _ Address: �_ l Date-Qdf_IEd: 0 O -� - Special Instructions: Date Wanted: 05: p.m . Requester: Lj� (' , Phone No: / J C i 'r 10 Approved per applicable codes. Corrections required prior to approval. Inspector:' Date $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �= Z . Q W W� JU 0 0 (0 W= CO W W O IL U)d W F.. w 0 UJ �p U O N` D F-- W H� LL O ui Z U co H � O Z INSPECTION RECORD t I Retain a copy with permit��� INSPECTION NO. PER CITY. OF TUKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 98188 06)4 1 -3670 Pr ject �. Ty e-of Inspecti n: � A d —r,p f, 2 Date Called: r„ f I / s Special l Inv structions: 7 Date Wanted: a Requester: Phone No: go zl G Fl Approved per applicable codes. Corrections required prior to approval. teceipt No.: Date: a Z i� Z a W UQ CO w= LL WO uQ to = � W Z� ' H O W 11 - W U� C0 0H W H �. O N' U =. O Z L--] paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'x.'a....1�!f'rt^ ; '.^7'ln� H 9^l'!.e -K •� : Y,^"".1..•'- - _ �. .. ' , .. i - .. INSPECTION RECORD Retain a copy with permits INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ';kA s l 6 C44 (�( _ : of Inspection: C� s r, � Address: V Date Called: Special Instructions: , k1d Date Wanted: }� (a---... p.m. Requester: Phone No: Inspector: Date: U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z � W UO. N CO J F- U U, W O LLQ co = a F W Z� F- O Z F-. UJI �5 U� O- W W. F LL —0 z U CO. H� O Z Fl Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit { b� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P oject: /� Type of Inspection: Address: j 1 !o Ate- Date Called: -� moo& Special instructions: Date Wanted: i a.m. v ( h p.m. . Requester: Phone No: D Approved per applicable codes. a Corrections required prior to approval. Inspector: Date: $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: 0 Z H W C �. UO to O CO) UJI J = S2 LL WO LL Q. (D =) 2 Z Z HO Z F- w w O - OH W H� lL O iU Z U Cl) H O Z.. 1 . gwuwwI . '= s 0 Z H W C �. UO to O CO) UJI J = S2 LL WO LL Q. (D =) 2 Z Z HO Z F- w w O - OH W H� lL O iU Z U Cl) H O Z.. z INSPECTION RECORD. �U Retain a copy with permit INSPECTION NO. PERMIT NO. j CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R I. Pro ect: - Type of Inspection: c c 5 Gil Address: l I Date Called: *t02 9(p Special Instructions: Date Wanted: a. m. p.m. Requester: AA" Rob Phone No: 29 3 &i2 `❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �L 6G Re4eW A cew,, �v. `i C41 A AA gil I i I Inspector: Date: /dia $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: I e Z �Z � W 1U cU 0 N0 CO U- WO LL Q � = C!. �W Z H, l= O. Z l•- W U� O N. 0 E-. W LLF- F- .. Z W U= O z INSPECTION RECORD 7 Retain a copy with permit'�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: k/ Type of Inspection: A Address: ` !W o2 S• Date Called: /Z// - - -_ v Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: t a Approved per applicable codes. FI Corrections required prior to approval. OW C ` ` I 1 x 4 i t �.0 } t { nspector: � Date: �C 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. J z �z w �U U O CO co LLJ J = �LL w U_ a. N C = W �.. Zo W W �p U ON 0 h- = U H� lil z U= O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 h� D Approved per applicable codes. Corrections required prior to approval. P Irth wesf 'ect: o PDt45/ Type of Inspection: w I� Address: 14462. 46 �4re ,� Date Called: 7-2 2 - 0.S Special Instructions: Date Wanted: 7 /1 ap 0— Z5 P.m. Requester: Phone No: 206 5 7/ - 3l qq L nspector: � Date: _/� S/J �,,.• 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 y F = -- Z �W QQ� JU 0 NO (D UJI J = �LL W O LL Q co �. _CY �.. W Z I— O W 5 U� O co U� WW H 5 u- 0 . W z U p O z INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: •� Date Called: o .2lUs Special Instructions: Date Wanted: a.m. 07�/ `Iycn. Requester: l 1 Phone No: G�c> "7l —t�f Approved per applicable codes. El Corrections required prior to approval. COMMENTS: keis.td` $58.00 RONSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r� Iti 1 Z �Z W �U cU 0 C l)� U) w W= J I-.. S2 U- WO u - co = I. W Z F. F— O Z I•- W U� O N o I-- =U W Z LU U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: NwPou5ina cnkllc Type of Inspection: Address: 1 4b+hAve S Date Called: d 7-0-05 Special Instructions: Date Wanted:. p.m Requester: Phone No: 571- 31 q F� Approved per applicable codes. r-1 Corrections required prior to approval. '5D Inspector: Date: I Receipt No.: I Date: I $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 JU . 00 (00 (D LIJ W:c LL W —J LL CY W Z 1-- 0 W ~ W Cl) 0 Li j , 3: L 0 z CO 3: 0 ,z I INSPECTION RECORD Retain a copy with permit INSPECTION N PERMIT NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1A T Type of Inspection: t t Addr ss: D Date Called: z Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: S . C � 2 7/L' 60 47� Crl LJ en - Al (a _. n S � nspector: Z 2 --7 /s Date: 4 ) 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. zz S H '~ W UO Co O W W (0 LL W u_ Q co = I"-. W z I— I- O W �" 5 U� O� o I•- W W U U. O z U= O F.. z r C � August 18, 2005 Mr. Jason Running Armour Unsderfer Engineering, Inc. 13456 SE 27th Place, Suite 200, Bellevue, WA 98005 Phone (425) 614 -0949 Fax (425) 614 -0950 Re: UD Running Residence AUE # 5034 Mr. Running: In response to our phone conversation this morning I would like to propose a possible structural solution to the two issues presented. Item #I — Plywood break between the two bottom plates on shear walls • The two bottom plates should be face nailed together with 16d common nails at the same spacing (staggered) as the plywood edge nailing specified for the wall. i Item #2 — Use of 7/16" plywood roof sheathing { The 7/16" APA rated 24/16 sheathing can remain on the roof with the addition of 2x4 blocking E being placed under all panel edges and at 24" max on center between the trusses. This R blocking should be installed with a continuous 1/8" diameter bead of construction adhesive to the sheathing and fastened to the trusses with a minimum of (2) 16d toenails each end. This will note create the equivalent of the 5/8" sheathing in stiffness but it will meet the miniumum j structural requirements. I hope that this is adequate for your needs at this time. Please give me a call if you have any questions. Sincerely, Armour Unsderfer Engineering, Inc. Bill Armour, P.E., S.E. Principal RECEIVED AUG 2 5 ?005 z Z. ce.w J U: 00` N CO J U- w O u_ Q = Cd i- O z F-. W LU � p. U O N o� w U tL F- — O. w z U CO: O Z-1 ARMOUR UNSDERFER ENGINEERING, INC 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 RLE MOV r}A- -- r. STRUCTURAL CALCULATIONS FOR: RUNNING UD HOUSE Tukwilla, WA REVIEWED FOR CODE COMPLIANCE A0000 MAY 17 2005 Q���.____. CI Of 1Ukwlla BUILDING DIVISION RECEIVED Client: CITY OF TUKWILA APR 012005 JM Architects, Inc. PERMIT CENTER 12115 100th Ave. NE Kirkland, WA 98034 Bill Armour PE, SE 1)05- I a7 AUE No. 5034 .. .Lw. r•--•- _::r..l L: a: �— M....:.. r..... t.. Yu�.._ ri:. t..i:«.:+:�a..W..�.:iJcw.+:.L'ry '�.— a L.i.'.u' .Mw:' . 2cLL • ' �il.,y z Z' �w 00' N C0 w J � �LL w La C0 X _ z� �- O z F- �5 U� Cl) w w � tU-- U- wz U� P_. O� z A EXPIRES: 2 -23 -07 STRUCTURAL CALCULATIONS FOR THE BUILDING DESIGN OF RUNNING UD HOUSE TUKWILLA, WASHINGTON TOPIC: PAGES: Index 1 Design & Loading Criteria 2 Wind and Seismic Design 3 to 5 Shearwall Design 6 to 10 Truss, Joist & Beam Diagrams 11 to 13 Joist Design 15 Beam Design 15 to 32 Studwall Design 33 to 39 Column Design 40 to 41 Footing Design 42 to 45 Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. 1 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 z mo w` g� 1 0 UO co 0, w =° �U . w 0 , LL co o z 0 w ►- o. Z I--: W D o'. 0 N' 2 U. LL w z. CO 0 Z RUNNING UD HOUSE Design & Loading Criteria: Roof Dead Load: Roofing 2.5 psf z Insulation 1.0 psf 5/8" OSI3 2.2 psf �� W Trusses @ 24 o.c. 3.2 psf 5/8" GWB 2.8 psf UO M &E 1.5 psf Cl )o Misc. 1.8 psf co W J Tot 15.0 psf USE: 15.0 psf H C0 LL UJ O Live Load 25.0 psf ' Snow Total Load = 40.0 psf d F_ Floor Dead Load: F- O z F- Carpet & Pad 2.0 psf 5 3/4" OSB 2.8 psf U N TJI's @ 16" O.C. 2.0 psf O H (2) 5/8" GWB 5.6 psf w M &E 1.0 psf �U Misc. 0.6 psf u. Tot 14.0 psf USE: 14.0 psf I z U� Live Load 40.0 psf lResidential ►_- z Total Load = 54.0 psf Seismic Criteria: Wind Criteria: Short- period Spectral Response, S = 1.41 Basic Wind Speed (3 sec gust) Vas = 85 mph One- second Spectral Response, S, = 0.485 Wind Exposure B, C, or D ( IBC 2003) B Exp. Response Modificatioin Coefficient, R = 6.5 Category I, Il, III, or IV (Table 1604.5 IBC 2003) II Cat. Category I, II, III, or IV (Table 1604.5 IBC 2003) II Mean Roof Height = 22 ft Site Class, (Table 1615.1.1 IBC 2003) = D Transversly: Seismic Use Group (Section 1616.2 IBC 2003) = Gable Roof (7 < 0 < 45 Actual Slope (deg.) = 26.0 Standard- Occupancy Buildings I Roof Rise In 12" (Table 1609.6.2.1(1) IBC 2003) 6 11 Height of the Builiding, h = 18 Longitudinally: " Building Period Coefficient, C = 0.02 Gable Roof (7 < 0 < 45 ° ) Actual Slope (deg.) = 26 Roof Rise In 12" (Table 1609.6.2.1(1) IBC 2003) 6" (use simplified wind load method) J krmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running LID House Pg. No. 2 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 . •. W . � �• :, t � : � wui. �u.�cww L.i:,:lgirJu1w,vA.4�.i .:n.•:..:yd1.::bw�sbn+Cd,s�.r � - dl s �.LY�'C'r.S i i:" ",,,�� ia." 'r".1- pA�iuiit` SWi`f. , . �,. IBC Seismic Loading Design Criteria Ss= 1.410 le = 1.0 hn = 18 FEET S1= 0.485 R = 6.5 Ct = 0.02 Site Class = D Seismic Use Group I Standard - Occupancy Buildings Design Category D i Armour Unsderfer Engineering, 13456 SE 27th PI. , Ste. 200 Bellevue WA 98005 425 614 -0949 Project: Running UD House Pg. No. 3 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 z JU 00, CO 0. W= J �.. W O. U_ Q �a H= E — O z I- 2� Dp O tn; D F—. .w w H �. u. O ui z co O z Seismic Output Fa = 1.00 Fv = 1.52 Sms = 1.410 Sm1 = 0.735 Sds= 0.940 Sd1= 0.490 See procedure IBC 1617.4 i Cs = 0.145 T = 0.175 Seconds Cs max = 0.431 Cs min = 0.041 Cat. A - D Cs min = Not Applicable Cat. E & F Cs min = 0.041 VBASE = Weight ( Ultimate ) 0.145 * VBASE = Weight (ASD Value) 0.103 * i Armour Unsderfer Engineering, 13456 SE 27th PI. , Ste. 200 Bellevue WA 98005 425 614 -0949 Project: Running UD House Pg. No. 3 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 z JU 00, CO 0. W= J �.. W O. U_ Q �a H= E — O z I- 2� Dp O tn; D F—. .w w H �. u. O ui z co O z r f IBC Wind Loading Design Criteria Basic Wind Speed (3 sec. gust), Vas = 85 mph Mean Roof Height = coma Transverse 'e*90 Rise in Roof Per 12" ( Transversely) = 6 in Long. Side = 44.5 ft Rise in Roof Per 12" ( Longitudinally) = 6 in, LC = 1 2a = 8.7 ft Wind Exposure B, C, or D (see IBC 2003) B Exposure \ Category I, II, III, or IV (see IBC 2003) 11 Category Used only for 6" or greater rise in roof in 12" Wind Output Wind Loading (psf) Ps = PS= k *1 W * PS30= Where: ?L = 1.000 I = 1 C D PRESSURES @ ZONE LOCATIONS P s30 = A B C D E F G H EOH I GoH 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7 -11.9 1 -10.1 'e*90 Rise in Roof Per 12" ( Transversely) = 6 in Long. Side = 44.5 ft Rise in Roof Per 12" ( Longitudinally) = 6 in, LC = 1 2a = 8.7 ft Wind Exposure B, C, or D (see IBC 2003) B Exposure \ Category I, II, III, or IV (see IBC 2003) 11 Category Used only for 6" or greater rise in roof in 12" Wind Output Wind Loading (psf) Ps = A B C D E. I F G H EoH GoH 1 14.4 2.3 10.4 2.4 -6.4 1 -8.7 -4.6 -7 -11.9 -10.1 J Building Lengths: Trans. Side = 43.5 ft ••'iteloronce Cemm Longitudinal krmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. 4 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 } `+, z i~ '~ w JU UO wF- CO) L WO LL = �W Z E- I— O z !-- W5 U� OU) o �- W LO •z W CO O Z Seismic vs. Wind Loading of Building: Roof Dead Load = 15 psf Floor Dead Load = 14 psf Wall Dead Load = 0 psf Partition Load = 10 psf Transversly = 43.5 ft Longitudinally = 44.5 ft VBASE = 0.103 * W =13.6 kips Roof 8.2 � 0.0 3rd Floor 5.4 2nd Flo° 13.6 V base 10. Base Shear C� Trib Area Base Shear Roof 8 ft above Height Weight 3rd Floor if occurs 76.0 plf V 4 ft below Story h (ft) w (kips) w *h % (kips R = 18 38.7 696.6 0.5997 8.2 (ext. if req) 3= 0 46.5 0 0 0 (Interior) 2 = 10 46.5 465 0.4003 5.4 Sum: * 14.4 psf = 131.7 1161.6 1 13.6 Roof 8 ft above 8.00 ft 4 f 18.4 3rd Floor if occurs 76.0 plf Oft 4 ft below 2nd Floor 57.6 Tributary = 9 f * 14.4 psf = 1 st Floor 6 f Generic Elevation * 14.4 psf = VBASE = 13.6 kips Base Shears in VTRANSVERSE = Each Direction VLONGITUDINAL = J - i (use the corner condition for the wall and roof pressures) Tributary = 8 ft above * 2.3 psf = 18.4 76.0 plf 4 ft below * 14.4 psf = 57.6 Tributary = 0 ft above * 14.4 psf = 0.0 0.0 pif 0 ft below * 14.4 psf = 0.0 Tributary = 4 ft above * 14.4 psf = 57.6 5 ft below * 14.4 psf = 72.0 129.6 pif Tributary = 5 ft above * 14.4 psf = 72.0 } 72.0 pif rTota� Il 277.6 plf 12353 Ibs - 12.4 kips 12076 Ibs - 12.1 kips Armour Unsderfer Engineering, 13456 SE 27th PI. , Ste. 200 Bellevue WA 98005 425 614 -0949 Project: Running LID House Pg. No. 5 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 z '~ w D JU UO w= W W O U- =a �W Z r-- O w �5 U� O CO =U W O W z CO O z e 1 Shearwall Analysis @ Roof Level Transverse Length Seismic Governs = 8.2 kips = 184 pif Longitudinal 9.0 ft Seismic Governs = 8.2 kips = 189 pif Transverse Length = 43.5 ft Longitudinal Length = 44.5 ft uwaina Pian Al Shearwali Length Trib. Length 1 5.0 ft 14 ft 2 9.0 ft 22 ft 3 8.0 ft 8.5 ft A 16.0 ft 13 ft B 7.5 ft 22.25 ft C 16.0 ft 9.25 ft Shearwall Total Reaction @ # walls in line 1 2.6 kips 2 2 4.1 kips 1 3 1.6 kips 1 A 2.4 kips 1 B 4.1 kips 1 C 1.7 kips 1 Shearwall Shear per Wall per linear foot 1 1.3 kips 258 plf 2 4.1 kips 450 pif 3 1.6 kips 196 plf A 2.4 kips 150 pif B 4.1 kips 513 pif C 1.7 kips 107 plf Tina Plan A2 irwall Length Trib. Length 3 16.0 ft 22.25 ft 4 C 10.4 ft 44.0 ft 9919r ff One Building o D 15.3 ft Shearwall Reactions @ 3 4.1 kips 4 4.1 kips C 4.1 kips D 2.1 kips 1 Shearwall Shear per Wall per linear foot 3 4.1 kips 256 plf 4 4.1 kips 394 pif C 4.1 kips 93 pif D 2.1 kips 134 pif M.J Im n E 0 U E U) Seismic Governs = Seismic Governs = Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. 6 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 ��:G�it.: 1:,,; .,it:::i::.: �. a: i(: isi::.�i:�i�i;.,.i;:i.1:�i:.t�: ..�:ti.�ki;::ur.;.,t� :�. /a:., r�.. � •1� al ti Z H ' W W� �U UO U0. CO LU J = I- CO) L W O. LL UO F.. W Z F- i- O Z H- UJ W U� ON 0 h- WW L -0 Z W co O Z Shearwall Analysis @ 2nd Floor Transverse Seismic Governs = 5.4 kips = 121 pif Longitudinal Seismic Governs = 5.4 kips = 124 pif Building Plan Al Shearwall Length Trib. Length 1 5.0 ft 10 ft 4 13.0 ft 22.5 ft 5 9.0 ft 22.5 ft 6 5.0 ft 12.5 ft A 16.0 ft 13 ft D 19.0 ft 22.5 ft E 4.0 ft 9.25 ft Shearwall Reactions @ # walls In line 1 1.2 kips 2 4 2.7 kips 1.69 5 2.7 kips 2.44 6 1.5 kips 2 A 1.6 kips 1 D 2.8 kips 1 E 1.1 kips 1 Shearwall Shear per Wall per linear foot 1 0.6 kips 121 pif 4 1.6 kips 124 plf 5 1.1 kips 124 pif 6 0.8 kips 152 plf A 1.6 kips 101 pif ' D 2.8 kips 147 plf E 1.1 kips 287 pif Buildin Plan A2 Shearwall Length Trib. Length 3 26.5 ft 22.25 ft 4 6.0 ft 22.25 ft C 39.0 ft 21.75 ft D 14.5 ft 10.875 ft Shearwall Reactions @ One Building only 3 6.8 kips 4 6.8 kips C 6.8 kips D 3.4 kips Shearwall Shearper Wall 3 6.8 kips 257 pif 4 6.8 kips 1133 pif C 6.8 kips 174 pif D 3.4 kips 234 pif u E 0 U .4 -- Seismic Governs = Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. 7 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 Z Z �W � D. U UO co W J CO LL WO VE J 9 _ co = d. W. Z zo W LLj �p U O� 3 F- WW F LL -0 .- Z W N O Z =.� :. : Seismic Governs = i i 4 1' i n r z H Z. W D JU UO Cl) W= J �. LL WO LL Q N d: = W. H z F.. F- O. z !- ul W 5, U O(D . W W U- 0 0 11J z U= O .z i I�. M 112 IN Hill I M 1 � E � III ZZ M: [1 11 1:311 MICRON IS 31 11111111111 1 IIIIIIIIIII1111111 IN 011111 1 1111 11 EN 11 : C CS 1 1 1 Ml 11 0 11 Ell 1 11 INS n r z H Z. W D JU UO Cl) W= J �. LL WO LL Q N d: = W. H z F.. F- O. z !- ul W 5, U O(D . W W U- 0 0 11J z U= O .z lip r��lk ►_oug.. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SHEARWALL SPREADSHEET (print with ctrl +shft +p) INPUT Wall Dead Load = 15 Factor of §Ity Against Overtumin = 1.5 ! I ft Ibstft ft I ft psf ft -lbs ft-lbs I I Ibs Wall Number Wall Le th vt v2 h1 h2 h3 Trib 1 Trib 2 Trib 3 DI-1 DI-2 DL3 OTM1 OTM2 OTM3 DL MOM1 DL MOM2 DL MOMS Uplift 1 Uplift 2 Uplift 3 1 5 0 258 W359 8.5 8 9 0 14.5 6.5 15 15 14 0 10320 27375 1593.75 5812.5 8475 -318.75 1934 6518 2 9 0 450 8.5 8 9 0 14.5 0 15 15 14 0 32400 32400 5163.75 18832.5 24300 - 573.75 3308 2700 3 8 0 196 8.5 8 9 0 4 0 15 15 14 0 12544 12544 4080 9840 14160 -510 1122 582 A 16 0 150 8.5 8 9 0 5 4 15 15 14 ! 0 19200 1 70896 16320 1 41280 1 64704 -1020 -780 2603 B 7.5 0 513 0 8.5 8 9 0 13.5 0 15 15 14 0 30780 30780 3585.938 12656.25 16453.13 -478.125 4469 3962 C 16 0 107 0 8.5 8 9 0 4 0 15 15 14 0 13696 13696 16320 39360 56640 -1020 -1176 -2256 4 13 0 0 309 8.5 8 9 0 4 10 15 15 14 0 0 36153 1 10773.75 25983.75 37391.25 828.75 -1999 1295 5 9 2 2 309 8.5 8 9 0 4 10 15 15 14 0 0 25029 5163.75 12453.75 17921.25 - 573.75 -1384 2180 6 5 0 0 320 8.5 8 9 0 4 6.5 15 1 15 14 0 0 14400 1593.75 ( 3843.75 5531.25 1 -318.75 -769 3214 D 19 0 0 363 8.5 8 9 0 13.5 4 15 1 15 14 0 0 62073 123013.751 81225 105592.5 - 1211.25 - 4275 -657 E 4 I 0 ! 0 700 8.5 8 9 0 4 4 15 15 14 0 0 25200 I 1020 2460 3540 -255 615 8565 12 18 0 0 0 8.5 11.5 11.5 0 12 4 33 33 1 12 ! 0 0 0 1 20655 1 112752 1 140697 - 1147.5 -6264 -7817 13 12 0 0 0 8.5 11.5 11.5 0 4 11 33 33 12 0 0 0 9180 31104 43524 -765 -2592 -3627 14 10 0 0 0 8.5 11.5 11.5 0 5 6.5 33 33 ! 12 0 0 0 1 6375 1 23250 1 31875 -637.5 -2325 -3188 15 13 0 0 0 8.5 11.5 11.5 0 5 4 1 33 33 12 1 0 0 0 10773.751 39292.5 ! 53868.75 -828.75 - 3023 -4144 16 4 0 0 0 8.5 11.5 11.5 0 5 7.5 33 33 12 0 0 0 1020 1 3720 1 5100 -255 -930 -1275 17 8 0 0 0 8.5 11.5 11.5 0 0 4 33 33 12 0 0 0 ! 4080 9600 15120 -510 I -1200 -1890 18 11 0 0 0 8.5 11.5 11.5 0 5 8 33 33 - '12 0 0 0 7713.75 28132.5 138568.751 - 701.25 ! -2558 -3506 19 6 1 0 1 0 0 8.5 11.5 11.5 0 5 9 33 33 ! 12 0 0 0 I 2295 8370 1 11475 1 -382.5 -1395 -1913 20 3 1 0 1 0 0 8.5 11.5 11.5 0 ( 5 2 33 i 33 12 0 0 0 573.75 1 2092.5 1 2868.75 1- 191.25 1 -698 1 -956 21 7 1 0 0 0 8.5 11.5 11.5 0 0 7.5 33 I 33 12 I 0 0 0 3123.75 1 7350 1 11576.251 - 446.25 1 -1050 -1654 22 5.5 0 0 0 8.5 11.5 11.5 0 0 10 I 33 33 12 I 0 0 0 1928.4381 4537.5 1 7146.563 - 350.625 -825 -1299 23 4 0 0 0 8.5 11.5 11.5 0 0 8 33 33 12 0 0 I 0 1020 1 2400 1 3780 1 -255 1 -600 1 -945 24 7 0 0 0 8.5 11.5 11.5 0 19 7 1 33 33 12 0 1 0 1 0 3123.75 1 22711.5 126937.751 - 446.25 1 - 3245 -3848 25 8 0 0 0 8.5 11.5 11.5 0 19 7 33 33 ! 12 0 0 0 4080 ! 29664 1 35184 1 -510 I - 3708 -4398 26 7 0 1 0 I 0 8.5 11.5 11.5 1 0 1 7 6 33 33 12 0 1 0 1 0 3123.75 1 13009.5 1179 35.75 - 446.25 1 -1859 1 -2462 27 ( 11.5 1 0 1 0 0 8.5 11.5 11.5 1 0 4 33 33 12 0 0 0 8430.9381 19837.5 131244.061 - 733.125 1 -1725 ! -2717 28 4 0 i 0 11.5 11.5 ! 0 5 2 33 33 12 0 0 0 1 1020 3720 1 5100 -255 -930 -1275 29 8 0 0 0 8.5 11.5 11.5 0 4 4 33 33 i 12 0 0 I 0 4080 ! 13824 1 19344 -510 1 -1728 -2418 I 1 1 For 12 deep floor space strap capacities IFor foundation holdown capacities #/ft = v A l I Shearwall Types - All Sheathing to be 15/32" Struc. II and 10d common nails MST37 2100 PHD2 -SDS3 3610 ! Ed a Nail One side I DF HF MST48 3330 I PHD5 -SDS3 4685 Height = h1 Mark spacing ! or two I Capacity Capacity I I MST60 ! 4990 PHD6 -SDS3 5860 Total Wit = v2 1 6 I 1 310 255 MST72 1 5800 PHDBSDS3 6730 this Iev I 2 4 1 460 I 380 ! 2 MST60 1 9980 D14A 13380 1 I 3 I 3 1 600 490 I I HD15 15305 Tension Uplift 1 4 2 1 770 630 I Hei ht =h2 5 4 2 ! 920 755 I I Note: Straps and Holdowns can be modified in tables Total #/ft = v3 6 ! 3 2 ! 1200 985 this lev I ! i I I Tension Uplift 2 I 1 Height = h3 I � I I I Tension Uplift 5 1 Wall Length = L I I I i lip r��lk ►_oug.. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I it? .. ,,.C�. -:. ;c,tt, ; (e;.:.:z;4- ,xr= '�i�r; x:: J&• � :•.;�.a.iak:✓u.:StrY"�i:4:,i:`: Z Z W. JU UO U C0 w W = H W WO L Q to D W Z� Z o. G 5 U� O� 0 H. WW H� LL O •Z W U N_ O F— Z Z r' N M Q m U N ro O W N M `t f I f 0 M M N N N N N N N N N N 3 M m — — - - — — - — C U N = LL N E t N L M c r L L t N t S S S .- .- .- -- .- •- — .- .- .- M J II Ne- rNe- . -e•' -N N'Q— — - — C J tm C m U N N U. N N M p 7 O N.--• M '- ------------------------ C 9 C d N L �x�xpp (n m L N m L H m L N II N II {O y D j - .-.-.- . -. -- - - - .-.-� II o � c � o (n M M to to M a to e_ �_ � �_ ' g �_ 'L' a a �_ �_ _ _ a _ L a a a p 'L' a C O& N N N N N N �n.n.n.-- MOCCOM000n -Q.MMZ zzzzzzzzzzzzzzzzzz L �'� p '9 aaa '9 '5 '9 '9 '9 p '9 '9 aaap 'S '9 '9 'S as '9 '9 '9 N lay a' Q '0:a:w0:w0:w0:mQ'Q.'Q.'ww0::Q a'Q.'o.a:ww0: g z z z z z z z z z z z z z z z z z z z z z z z z z 'o — S – - 9 5 5 9 9 .5.9.5.5 3 9 > > > > > > > > > > > > > > > g zzzzzzzZZZZZZZzzzzzzzzzzzzzzz Z Z W. JU UO U C0 w W = H W WO L Q to D W Z� Z o. G 5 U� O� 0 H. WW H� LL O •Z W U N_ O F— Z B171 1617 S run= FK 1 S_II"m711 vi L M ILEM L��1� ■J Arm Unsderfe Engineering, 13456 SE 27th Pl., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. &I � Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 Z ;= Z QQ 2. W� J U UO CO 0, W= J H CO U. wO } J: LL. Q CO C = Y w Z �. �- O. z 1- 2 5: U o O N, w W. H C.). U- Z UN O Z is F= MIN mehIM F M =E] B7 B3 J1 Lj �. B3 1 B4 B4 � J2 J2 B4 B4 \ Wpm J1 IN NIM K J•; B8 �\ B11� B8 611 � =�j Al 3rd Floor Plan 3 7 [No 1 'I A2 3rd Floor Plan ,rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 3 roject: Running UD House Pg. No. 4AS 1 7. kddress: Tukwilla, Washington Date: 3/3/05 '.lient: John Minden - JM Architects Job No.: 5034 r �. � � t -H -..: � � r, i.._,r. , ,.,.:..�.::i:- ...e- ..w.�iw_ «...:.,✓...s.u..�d::.�: a:ra,...,,.i,.:..J,l.: t'.;' „:u!,_.:I::i.aJ%Nl 4'lrx.�'teArl� _ .cu.L.0 3 crM�r. '•'ti � i� "sdk.:: +i'tii::.:a:Cia "� z �U UO Co 0' J H CO LL, wto W? Co T z �O z �- LU5 U o ~_ WW LL z iii U =. O F- z -NJ Ir MIMI W Wpm IN NIM K OEM X* A2 3rd Floor Plan ,rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 3 roject: Running UD House Pg. No. 4AS 1 7. kddress: Tukwilla, Washington Date: 3/3/05 '.lient: John Minden - JM Architects Job No.: 5034 r �. � � t -H -..: � � r, i.._,r. , ,.,.:..�.::i:- ...e- ..w.�iw_ «...:.,✓...s.u..�d::.�: a:ra,...,,.i,.:..J,l.: t'.;' „:u!,_.:I::i.aJ%Nl 4'lrx.�'teArl� _ .cu.L.0 3 crM�r. '•'ti � i� "sdk.:: +i'tii::.:a:Cia "� z �U UO Co 0' J H CO LL, wto W? Co T z �O z �- LU5 U o ~_ WW LL z iii U =. O F- z I J ' Im B2 m :: B1 U Al 2nd Floor Plan B8 B m NO i n w LJ A2 2nd Floor Plan U 07 :G11 B5 B5 z i� `~ w � D UO CO co w J M F-� f2 U. w � u- Q DI D CY _. z �. �-- O z �-- w w 12 5 U� O N o�- w w _ W z U= O z m ---------- m GOP. U Al 2nd Floor Plan B8 B m NO i n w LJ A2 2nd Floor Plan U 07 :G11 B5 B5 z i� `~ w � D UO CO co w J M F-� f2 U. w � u- Q DI D CY _. z �. �-- O z �-- w w 12 5 U� O N o�- w w _ W z U= O z Joists Design Building Unit Al & Unit A2 Joist #1 @ 1st and 2nd Floors Span = Spacing = Floor Load Joist #2 @ 1st and 2nd Floors 12.5 ft Span = 16 in Spacing = 15.67 ft 12 in Floor Load Dead = 14 psf Live = 40 psf Total load = 54.0 plf Dead = 14 psf Live = 40 psf Total load = 172.0 plf Selection: Selection: Depth: 91/2 " Depth: 9112 " TJI Selection: 210 TJI Selection: 210 Allowables: Allowables: TL =_> Def. U240 134.25 plf TL =_> Def. U240 86.445 plf LL =_> Def. U480 82.25 plf LL =_> Def. U480 43.135 plf Joist Deflection Governs Behavior And Selection Is OK OK USE SELECTED TJI 210 @ 16" o.c. not used Joist Deflection Governs Behavior And Selection Is OK OK USE SELECTED TJI 210 @ 12" o.c. Joist #5 OK by inspection based on Joist #2 not used Span = 5.5 ft Span = 4.75 ft Spacing = 16 in Spacing = 16 in Floor Load Dead = 14 psf Live = 40 psf Total load = 72.0 plf Floor Load Dead = 14 psf Live = 40 psf Total load = 72.0 plf Selection: Selection: Depth: 117/8 " Depth: 117/8 " TJI Selection: 360 TJI Selection: 360 Allowables: Allowables: TL =_> Def. U240 241 plf TL =_> Def. U240 241 plf LL =_> Def. U480 241 plf LL =_> Def. U480 241 plf Joist Strength Governs Behavior And Selection Is OK OK USE SELECTED TJI 360 @ 16 J Joist Strength Governs Behavior And Selection Is OK OK USE SELECTED TJI 360 @ 16" o.c. 4rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. W Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 z `~ W o: 2 �U 00 (n o w J 0U- w LL ¢ CO =w z� �- O z F- w w CO U� 0 o�- w E- F. U- O . .z w U O z Beam Design (Simple Span Members) Roof 1 factor Fv = 95 psi Dead = 15 psf Fb = 1170 psi Live = 25 psf E = 1600000 psi Tot = 40 psf Beam 1 @ Roof Worst Case Header in Exterior Walls Span = 6 ft Trib = 14.50 ft max w roof 580.0 plf w wall 0 plf Uniform Loadin 0 Ibs CO COL + LL) = 580.0 plf w (LL) = 362.5 pif FOR BEAMS WITH A CONCENTRATED LOAD (x1 <svanl2): Point Load = 0 Ibs V max = 1741 Ibs X, = 0 ft M max = 2613 ft -Ibs Rxn @ A = 0 Ibs Rxn @ B = 0 Ibs c0 TOTAL v = 580 plf Rxn LL = 1088 Ibs w TOTAL, M = 581 plf Governs Rxn DL = 653 Ibs > 2613 ft-Ibs Shear & Moment W/O Point Load Moment (DL +LL) = 2610 ft -Ibs Shear @ A = 1741 Ibs Shear (DL +LL) = 1740 Ibs Shear @ B = 1741 Ibs Size & Species: Try: Sawn Douglas_Fir 4x8 No. 2 Summary of Results: VMAX _ M _ Deflection, OTL = Deflection, ALL = Shear Cap. = Moment Cap. _ Allowable, OTL = Allowable, ALL = Overall Max Shear & Moment V max = 1743 Ibs M max = 2613 ft-Ibs Properties: Area = 25.38 in` Factors: *K = 1.00 S - X = 30.66 in' *X 1 I = 111.10 in" Cf = 1.3 Sx -x * Cf = 39.86 *C = 1.15 Use RISA? No 1743 Ibs 2613 ft -Ibs 0.10 in 0.06 in 33% Increase? No 1849lbs > 1743 Ibs 2989 ft -Ibs > 2613 ft-Ibs L / 240 in > L / 757 in L /360 in > L/1211 in Beam 1 @ Roof, USE 4x8 Douglas No. 2 Grade J * Note: - K is 1.09 for a concentrated load @ mid -span, 1.00 for a uniform load, and 0.96 for concentrated loads @ 1/3 span locations. - x = 10 for Western Species Pine and 20 for Southern Pine. OK - C is 1.0 typically, 1.15 for snow, 0.9 OK for permanent loading, and 1.33 for OK wind or seismic. DOES NOT APPLY TO: OK Microllam, Parallam, and Timberstrand Products. - ( -1) top left is for point loads acting upward Comments: \rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Running UD House Pg. No. 15 Address: Tukwilla, Washington Date: 3/3/05 Client: John Minden - JM Architects Job No.: 5034 ;;,,..•c:.- . ri.. �.vk:i Sw�9f:. �. i•.: �.... rt" tt ..,xi<r�i�:� {va4.4.�u�r::tw�s}y 'x$;�rr- +�+rd:P,tiA.�F'ci�i+"� 4: 9"� J - z 3:z �W aa 10 UO Cl) 0 C0 w W = CO L W O 9_J W ?. � d =W z� F— O z 1_ W W D0 0- o H- W W �U u. O z ui U= O Z l e - ."N 1(0 .;,,Gi.:a..,W.. ...:r: «we.L ..::,•> .:w..a..z.:ir:.e.++ `- .' .+`..� .rr, ,, :t.,;, � utuu.�.. p ',d`':'.'w�bl7: ai�7ie�dtM ':Y Z Z �w Q 2 10 UO CO) LU �z C0 L w . U- U) D. i �. w Z�- F-- O z f- w W, U O N 01- W L U I- u' O .. Z W F- M O Z 1 Z Z ui 6 2 D JU 00 (DU U) LU UJ J CO IL W LL C0 D CY LIJ Z F- F- 0 Z F- LIJ 5 U co LL , F- F- U- O� Z, Cf) h F-. Z Vt cz 0 -ea PC ill I J A t 6 VDJ 04 V4c(V, 1 L L , 4,1;2 op 32 0 � 1�f Armour I JncfLPrfPr FnpinperinLy A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614-0949 Project: L I En g. P g . . 18 Address: *­ t! Ver. Client: VA I . � �, � t. � , , . tl! O'c " . 4 1 v Job No. " 19 Sy-X, 17. c6 t h 8 5­s 0 S 0. P ptr4- i a F ?o 0 or_, i O ; IF \1 -, 9, -s, k'tte-4. V ce) I)Sr Lfi. C i 014 &T t- � 1; r-L.FC O'tl( L LL- 0. 0 7 3Z Armour I JncfLPrfPr FnpinperinLy A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614-0949 Project: L I En g. P g . . 18 Address: *­ t! Ver. Client: VA I . � �, � t. � , , . tl! O'c " . Date: Job No. Z Z W D: Zj 0 00 CO a U) W: UJ LL WO 2 �. 9-j LL < D UJ 0: z F- W LLJ D W W m u- Z, CO, PX � o It A Ilowet 61c 4 Ig 14 o - 0 Azl(owable A Z15 6o 69 i O te"I'lp N e'. r. , "I - 7 Doue;(oA p ? &L ,,/ 2 Eng. pg. 7 1 .5 4-g 0 Ver. ID C- P4 L-,n L I ve -4 0 pc" - T OTJ l�L��o; 3 2 �1 P �� AL L 4- p ? &L ,,/ 2 �p 1"V of ".1 41 mour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: ' 4 VI'" i-M- 4 Eng. pg. 7 1 .5 - � 1 1 ( C l L '� Address: c ,. Tl' Ver. Client: p P'17Vr- 70 �p 1"V of ".1 41 mour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: ' 4 VI'" i-M- 4 Eng. pg. 7 1 - � 1 1 ( C l L '� Address: c ,. Tl' Ver. Client: Date: Job No.5 z Z� L) 0 cf) 0 CO LLJ UJ 1: J H cf) LL 0 LL CY LU Z z �- O �- La. 5 O co* .Lu LU M LL Z: CO, 0 z TOT C� LI k- A- LL ll. 4 2 (,-"( �k I v CC" off �� l..ec�i ei,� Q� _ D , 13 I -,- (te CAI &V 2 x 0 02- ;n � 0 teow Den 2-1 Ile 0 wa& ML- 6 1 6c. 111 1 1 1 I I I I t I ze L Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: I.t Eng. p g . !�O Address: k v t Ver. Client: Date : . 31,,g 'Job No.' I z Z� _5 0; U0 N0. co = X J F- CO) U 0, -j .LL < D F- 0 W 2 a D D� 0 cli :0— ,a 1- w uj . T- Z.) F- P 0- ui Z, CO) O F- �z 7 OTO l-. G(J t,0z- //t it- -cav 1 y k P ene 'P 4' �� � iL, Wit ����.y .�'s�;:� AuE ,, - , / 0 � X 2- 360 Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 S �,e 4rc:CIT _ tf 3�,�• z-, 1 0" 5% Project: VL tiA V �A l� Eng. pg. 2 Address: 7 "kA \f ' 1 I `. C Ver. Client: i �.�1 J Date: �! �,,� ",� T1- y r �f t tan 5 k5e -I i0 r'r n I t, X12 1 fb' 9 ,I° I P T 5 7S a AuE ,, - , / 0 � X 2- 360 Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 S �,e 4rc:CIT _ tf 3�,�• z-, 1 0" 5% Project: VL tiA V �A l� Eng. pg. 2 Address: 7 "kA \f ' 1 I `. C Ver. Client: i �.�1 ` S �� l r_ Date: �! �,,� ",� )ob No. 5 �':.. - �. �, w:'n:Tti?r ;::5..l+ ,.H� .:.«Wk.Piti,lss -S; a.; s;�::rd:ryulafaux!:v «',4L ri�F:r.(;.ut�i�sNSr = i4iAUJ1'�:)if4.l:'nit7i. {eui,:2:u;sl�,�,"a' �'.�w rs' tY�tisLa'. r." isiw ;2i.Ty.a;.i:.C�S,}.'S.'ax' '' se�.'{r Gn« Z = z W U U N 0: J =. H (1) U. WO 9 LL N d W, z� t-O W �- co 0 !— WW O i. w z; CO F- F- z - b 0� ck''I'L't �-- l Ge Tea Y. 1 P G L �' .8 TIP- i �5 p 511 /mss/ 7 48 4, te B 4*/ 6 Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 W Project: 'V N I 1 - I ct 1. 1 -t) .- I I Eng. pg. Address: Ver. Client: .t t Date: s , Plr No. I - TO 7r- l /DG 0 � 1 L` #4 ent-' f /0 1111b'I. 4 pt" b b 4 7 IW6e PaTe� 4x b #�2 Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 W Project: 'V N I 1 - I ct 1. 1 -t) .- I I Eng. pg. Address: Ver. Client: .t t Date: s , Plr No. I - z J- W WI D 0: 00 cf) 0 cf) w W CO U. W O 2 �' 9-j u- < D o W x z O W LLI c) -0 W L 3: 6' 0 z P 0 Z. L T2- 0 q Lcz---c�t 1ea��e4 I O LI o p 7 �V 2 p/4 /n Z-V ee Z-oek c 2 70 . -12 Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: T— Lk %A V\ i IA Cf Eng. pg. Address: TiA v- Lu IN. Ver. Client: —f o Date: Job Noi) ' g,SZ, z Z LLi 00 C) CI) L J LL W 0, LL CO CY W Z rr 0 z i— ' W W, 5 CO 0 LU w M LL 0 ui Z' CO, L PM 0 Z -9. 75 7; " p %d V e.��ti�� I'0 �� 2� � o p. Address: "U A J y 0 - Client: .? t . CIA It,( C1 C, f '.' J(�' Date: o�W! 10 b N I ct: . ......... L L TP-Jt Lov,a 11z' tpL p- 52-1, O ( A 14 480 F/� .2- ps' Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 ,AU E1., Project: ZIA 1, n i It C1 b 41 Ex-ok f Eng. P 74 Address: "U A Ver. - Client: .? t . CIA It,( C1 C, f '.' J(�' Date: o�W! 10 b N z Z. UJI U U 0� CJ) (3: CO LLI ; w J CO U. w 0 LL < W M . Z �' F- 0 z F- LLI LLj 5 C13 ;0 LU Lu: p 0 z W Wc(Q- J L -Z err Ott I U C/ WL4,t r �0-1' 9 8 7 7 "0 r Armour Unsclerfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614-0949 Project: ' V I. rt I,,. -( rf U U + f �(' t Eng. Pg. Address: TIAV-,W '(�-[ a , WA- Ver. Client: A hO Date; �/O job No.,SD3� I z 3: 4- U.1 3 00 to 0; �co w W = J F- CO LL LIJ 0. LL co y CY F- W Z 0� W W O N LLJ: U O� tii Z co X� 0 Z ..2 bsa w. -- L OC, of D l� LL T F, -.( 1,0 Ltto Wp_ L{. L O C'cv( WOOL It www c. ` oi L. WL.+� '4) L.?_ IQ IBS �(Ce e�..•t �, r1 a�� f Otr a) l 2 '„b� 1 L'�l.� YNS � Mai l (� � k G7.&. C 4f 0 • JGr p 'S ') 1r �v lrV LvA -t�l `) = 19 07 4- LtQ 15 'ps4 9_� ;1 I ,L A rb� l.t-�j 1 7 4 702 ! I Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: �.Lt2 t t t r't o l l a `Vtuaw'ge Eng. ,(,�G� Pg• 2�0 t C.x Ver. Client: 1) °t.• t U�'� (� l �f l'f�• .,!'f'�'�'! t!•t.�'r IBC Date: n� /�/�S lob S6 '2(SZ° Loa J �eOUL �v lrV LvA -t�l `) = 19 07 4- LtQ 15 'ps4 9_� ;1 I ,L A rb� l.t-�j 1 7 4 702 ! I Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: �.Lt2 t t t r't o l l a `Vtuaw'ge Eng. ,(,�G� Pg• 2�0 Address: ) '� C� tt-lk Ver. Client: 1) °t.• t U�'� (� l �f l'f�• .,!'f'�'�'! t!•t.�'r IBC Date: n� /�/�S lob V11, z Z W C^ . J J U: UO CO 0 CO J F— (1) W� u-Q to D. i d W. F— O z W� U� O N' WWI �U W Z ui o� Z P 1�.ti��ax = �� � � �o J• D� 3� OL ut tdlot PSI w z. V_ t4 L well (-Olt Its 0 e pg. (V' M Pom Locot b Jo No. r 9D V e-0-t.-A Cz., ce )2f ub 4 7- Pl Armour Unsderfer Enizineeriniz 113456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: t ' 1 t +tow 3.-e Eng. pg. Address: 14. ( ov ucitte.-t WA Ver. Client: t j Date: b Jo No. r z 3: Z w 00 (/)Dl U) w W J c') U_� 0 LL co a CY W Z O: W LJJ cf); 0 W LLJ U LL 0� z U U. 0 1-- z k ref ✓q t � e 1 44 W-0 -k --to-vc,u L.Ocu( e 0 O-q [ �,-S - 74 h LL- eaw s6oct ct ZI � pc�C� — Sam �' � �w�� � Gd�L, To 1,302 �� �y� - 5 7 Pbs �. C� s et Pa d Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: V— kIIIIA l vt IAb +tN4 S e- Eng. L4 G pg. Address: 7(w w( Uc� WA- Ver. Client: At, I't b o', 4 4� ed, Date:p'�/r l Jo No. b ED 3 z Z LLI L) 0: cf) a co Lu W:c -J F- u- w 0 LL < LLI M Z ZR WW 5 U cf) 0-1 .0 F— W LL[ 0 z co; 0 z J� Z-11 fj T12- QA Atl fl) IV p.� /CAM +I �i�� �../ � � ���-"• ,,,J �...y: � �C Tn' �D � � 67 �'b s L�C�. G/ �t Wcc,G( /,�� /�. p6s -C ce P5/- M 1 7 /1305? A t ?.I -f- Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: Eng. I'le pg. Address: 411 w WA- TI V er. Client: 10 iltIt"I Date: Job No. I Z� W _3 U 0 CO a CO LU:' LIJ 3: J H to U-' O. .LL CY W 0� �z �-' ' W W fy CO 0 ❑ F-' -W U . u. 0 Z� co Z I Pf-*t4tq Ewkq &J- 0[Alpg� . i I Vt. t,04 = 49 p5F D540 �-Oko 14 PT W4llk4 G IB ►� ! 2 =. KJA9 TIF I& Mpj1- 1� fT wgl = /0 (9) ld8 a 1 20 FG00R. 7A' l3 w (Cr ' q lofT tin - 4 Co) f r d �OK 7 ire pjlloreq : C- t � Isf vii roc (5240) 4 1 o� u)V, w, z AW V f � 1 Ia7 �d (0 00000 0 4 0(10) � � 5 �Soo)CIO,a�) 1728 d. 20� C9. k- -'. 0, le- Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: & eAlAll J Y UO 9, � Eng. Pg. 'N Address: Inx 0) 1 �6 � Ver. Client: d � Date: Job No. z r '~ w �S 00 N CO w w= J F- 52 LL: w LL S LL ' 4 M/ LLI z F- O. z f- w U� O N 0H w � �. LL O z U= O z r oo 4qe iav = �v pew OW -1� . f it 61 - XX ) W r- 5140 277 P(r. ';>E 4 ml 5p = 5 L 10 -"-- (' F� . ~ ° I I c _ 611 2 ailC6 :. r3 ?WA - - 9&40gDOOOb) /p3 00 f� 2 PJ - 5�4 - 7 it i�,2 y �e 3 � i, Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: R MO u4 up Eng. krl- Pg. Address: U w f, ,4 Ver. Client: 1 )ol m I O re'h1 Date: Job No z z. � w� U O U U U) J� o w � 9 . U— �. w Z� z O W 5.. U� O CO 'w - =V w z CO 0 + R ► �� -2 ;)C7 X25) v Vor - �2 06�v 0 ; '5"? 0" -9-- D . p , ! Armour Unsclerfer Engineering A, 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: 12j "JC"](� 1,1 LOYAL Eng. Pg. Address: nko& W' Ver. Client Mil Nl Rn Date: Job No. � Z Z� �W J U• 0 0 U U) W W =: N LL . WO J LL = CY �W Z �. � O ZP— 5' U � O N = U;. LL P, _Z 111 U N; O ~` Z weal- - - C Il L ' c k 1 .qr 1.6 s PLL- 8 l bs Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: ? L,t l,t t L; r � t.t l .(' - q L C. L6�1.� n W Address: t °t r 'S,( ., " :; 1/V � - Ver. Client: 0 �)A 1,1 ( v i ' .: /t-I -�F /,r.i :��r� � Date: G�3/; / Job No.�C"1)3y c „s >4 It di 1 za LIES. \_ 1 �`I ' .'•.'�`' �� (! 2 4 4 o l 6 s Wa P too I bs weal- - - C Il L ' c k 1 .qr 1.6 s PLL- 8 l bs Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: ? L,t l,t t L; r � t.t l .(' - q L Eng. 1- {C Pg• Address: t °t r 'S,( ., " :; 1/V � - Ver. Client: 0 �)A 1,1 ( v i ' .: /t-I -�F /,r.i :��r� � Date: G�3/; / Job No.�C"1)3y .�... ... ,. ..,.,, �✓ cr.: "4:.. 7.: u: c.; s:., i; z w' QQ�• W� UO CO) 07 ui W J � W LL W O U. Q. CO d z � F— O z F— Dp o o �- ' Lu a U lL O , O U CO' 0 z I q D l o) q 0`? 2 ' Y' 1. l t,! kA Q... > r a � TOO ev Pg. Address: T! t ie. w l W A Ver. Client: .�17�t 'Lt f ti)C - �ll l YcG id ��� Date:Q � I U t lob No. p Cr 1 - ACC' =�- i� 19•c °� Q �Y'�f�ra�f' �•`�t F'� i.0 Cd L.- t1t`,P i W cLl t t Tbni"!'t e 7 G..tt�3_. toe( tt 15 p4- - A 2.912 15 pq x 2� = li 2.C) ,5'" 1 6/,0. Armour Unsderfer Engineering A 13456 SE 27th PI. 200 Bellevue WA 98005 425 614 -0949 Project: T-L.( q'i VI i K (('tJ -> Eng. Pg. Address: T! t ie. w l W A Ver. Client: .�17�t 'Lt f ti)C - �ll l YcG id ��� Date:Q � I U t lob No. I C/. 2- Z Z �w QQ JU 00 U .W = J u- w O' u_ CO d W. ZO. 25 Ua CO !O — w U LL F- — Z LL! H O H Z vk, L se - I-) y s, 0 I I x 'bA- L _ - s o ) F�& 4 L-,-�- Lt Z - S C) Y.- I -;1 (7 9 0, 2- 16 17 Oo lL vv iA cc, Pr�, L OG GT C. u s 7 z E 'Ps Ict) TC, C- >e, CY x C C�4�--) >d F) V C. (C Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-094() Project: VA.., Vt �16 1�14 a '•r ti Eng• 14C Pg. -3�7 Address: T1, Ver. Client: e , -e, et +4,e Date:M/ 1 )/I , 5 Job No. gt) z Z w 2 D 0 00. U) 0: CO uj� W M, J f— CO LL 0' w 2 �� 9 —3 LL < D W Z 1--0 z W LL1 CO :0 W uj . 0 z co)� 0 z 2� _ n t 7,51 r ......___... C ( Q' �-v'r E)' u) Ct !1 , 1:-) `Ck'CS a i f I D, ( 9s Oct C ) V r E"� �.{���t t� j._ -t'e � t? �" ��i -t. �.1— •C:'� ?' ��, Zip X27 4--6 x S , iM�t. S G.. � '�, {jl. ".:'. Armour Unsderfer Engineering A 13456 SE 27th PI. , 200 Bellevue WA 98005 A (425) 614 -0949 l z }fi Project: V VI 'Vt i lit ° l t -� Eng. `1C Pg. tp Address: it t v ! C , Ver. / Client: JD r(�Q�i S�'t �2`C �C- (��E'a� Date:�� //// (i� Job No. rjl) ,T/� t:�. _ _ . \.4 4:.t�:..:.:C,: &.t:+., -+'., ....::i�.a:....J.G•:.a.. .:.ia,:..A..::.ti ex:,::,w..a' •.:eiT' ':uiu .:.:t -..1:: W{' Z _— Z W, Q � WD J U' U O; CO 0 uJ W =. ( D u.. � J LL < + d; Z O0 5: U 0. O D F—: W W. ll. Z W U CO: Z. � -+ W C(O I'Ll" 6 1 LA cl, - L - i 0 b - r vi 904 I\ 0 f1st 2 , ss + iq, b4 - 7 w 1 5 . 7 0 1 - 7 2-:S 2- C CT l• e G byC V- C , , ::: r a vi VO 2- S 74 FGi' - Is - O - 6 2, z-- L 0V, Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614-0949 Project: k el L f tz� E ng. " C Pg- Address: Tll( kt Ver. L- t , r(. (L t 4tra f� Date / JO b No. E z Z D 0: L) O� (1) 13 CO w W M: S2 LL w 0� U) CY W z 0 z �— , W LLJ 5: CO) 0 w W, P LL O. . Z• w CO. 0 .z I- S 7. . ...... ..... 11A 2- Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: ::. f t e 7.> t-'! ! if- e. (,,,I E ng. g. p--------- Lcc\ <-c - e ex at_-S Client: Date: 11\z J ob N o.,!�, � �. 1. ! i� x � �, _: -� �, � t �� �- t o e L vc 0 n7� S 14 c� J- COLIt LL-t 1A c- � �c I 04.7w. :So OL PIS 66z- Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: ::. f t e 7.> t-'! ! if- e. (,,,I E ng. g. p--------- Address: T � Ver. Client: Date: 11\z J ob N o.,!�, .�Z LLJ 0 00 CO a w = LD u- U1 01 LL D U F- W .z f- 0 z �-: ' LU Uj 5 N :0 LU W. F- — L 1-- L 0 , ui z cf) 0 .... ..... .................. � N /F c P� 7 . '� �' �Er Vcv tF 0 �J -"i Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 AUE Project: ' . t,t �n �Z•� ° � ,� � . `� (� : 9 t.�a� ' Eng. I e? ^ Pg. t Address: -I N1 wj dt Ver. Client: kkv Ii., I. i) Date: 03/ 1 1/ Cr Job No.,n�4 z �3: Z C.) 0: cj) 0` CO LLJ J cf) U-' 0: J. U. Q. (j) cy, Uf �Z +- 0 z I-' ' W LLJ: 5; 0— LU LU .x F- U 0. ili Z� cf) M , Z ' i colvwvls Cl �Cz . 1 � I 1- L / C) 4 24 N - rOT 0•L F c Z i . 0 0 Ps I C - E - � Y, C, P\ X C-t X Gr x ci ou oo K I Y, I Y, = linb0000 'fel'' Y. r- -© a Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: 2 t lvl V, 1 V t4 cx�,( Eng. Pg. 40 Address: Ver. Client: Date:, C r Job No. Z LU _3 0 0 Cl) 0 1 .U) =; Uj -J S2 LL uj 0, LL D D W O. z f- uj Ui 2:3 0 .(31-- ALI U x LL O. Z: CO 0 F-p 4 . i C' o. ^ :s -A1 00 0C)o C .., rj- 04, 0 2 r ���. , T:r- , ctd '/ CH '/- c , ./ x ! /. / " '� y "( 1 `17 t f DeS C- 5 k 77 + t' 14- 00 X(''I e 4 �p' C, cc cc f-0 (Ct) (C -F) (C 14 1 our la 7 5 77 1 7 7 1 I C 2- use, F unJc-,-vuvonA- I � � G 4 0 0 vi c P. e- TO IZOO l 6'. I E OTC LL IZOO x- 12 11 -� 'V 4 4 Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: �.0 %11 VA 11 L C/ � i I ru Eng. P9. Address: qU V VV ( I V),k Ver. IZOO l 6'. I E OTC LL IZOO x- 12 11 -� 'V 4 4 Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: �.0 %11 VA 11 L C/ � i I ru Eng. P9. Address: qU V VV ( I V),k Ver. Client: �OL%..,Ut M . il,10,(Obl Arr f Date: 0,�// L )/Oy , Job No.,C I . z X Z W :y 00 Cl) 0. CO) Lu W:c J �— U) LL W0 2� IQ W W x 0 z f-� W LU Co. 0— 0 �- W LJJ �. LL z :0 Z'.... I 9 7 )940 coc I I I t e 1, t C. Z, 0 - ' s I 1 0c ni 4 Y , V.w ' sy f d.- co — - (0 21, zz 1 ©S 0 � X OT a * 2.4 go-7, 44 44,16" Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 (425) 614-0949 Project: V � iq tAb +tk5'UA 4- Eng. pg. 419 ddress: M �'�% v k ul V 6 1 I Ver. Client: t �- ( J -�- I't, t t k " '60 V, - I..) D ate: (),'?,/ j/ O'S .I)ob No. 14 Z W. L) 0 (1) 0 . w U) W LL w 0 U-1 D !2 CY X W X Z F•' E— 0 z t—' W W �O W w LL 8� z cf) P. 0 Z zt b-01 no Pnc- - r ce ------------ 4 2 4 rp It 4 Fc t -P 3 9 7 1 �O ( ? Ed A n rv,'I We �� l.c � �,� r �.. �I p65 G 0-00 00 J-Q cp AA fM Armour Unsderfer Engineering A 13456 SE 27th PL, 200, Bellevue, WA 98005 A (425) 614-0949 Project: " p v t 11,f Eng. pg- ress: r Add ress: Ver. Client: Date: qjol / No.,� I z 1 1-: 'j— Z W 0 0 U) 0 W LL, w LL CO D: = W F- W z F- oo W 2 W 5 U0 0, UY LL J Z : cf) 0 ,z -7 GH -x F c, F 94 C * Fc' Ix O % = I PS k, . 'I &G E6 2 zir 7? 2 0 rs rlcela, C-0i I -L"teu &( � `l 1 0 0 Te, 44- 1 it it cr,� -C, ',7' , f o-on fo'c'4 \,up-4 [t..( A?V pc.+ I 2 12- i 1 -1 it 76- Armour Unsderfer Engineering A 13456 SE 27th Pl., 200, Bellevue. WA 98005 A (425) 614-0949 Project: •-I, 1-k 1,-k I � Eng. Pg. If# Address: e� Ver. Client: Date: J N o. "u"s z Z � o 0 U0. (1) W, W u- w 0, LL cf) a :F 0 W 0, z t`-. W LL J, 2 5, D 0 O N . .w w 0 , Z w CO, U P 0 z ti 9-9 nc - 1 4 - �. 15 � 4- y or 7 7000 z--- 1969 PcI �, � �, o � , �b�. 6 X22. 6 (29-0 0 01 ( 4 : 4 Armour Unsclerfer Engineering A 13456 SE 27th Pl., 200, Bellevue, WA 98005 A (425) 614-0949 Project: Eng. c- pg. Address: Tu V- LIU Ver. Client: f ' e o < 0 ( i -04 A Date: )3/), / 91 [job I No. 5D3 z Z PtL LLI 2 D 00 CO 0 cl ) LL J (0 LL ,w 0 U. W Z f- O .z E- LLJ LLI D �O ST �ct F-. UJ uj � Z: U N . .z �i M.L. Denton Company LLC 14429 S1 288th Kent, WA 98042 October 12, 2005 l,ll :L"S'I'Y1J" I IOME?S O SEAT 1'LL, 1,I,C: 632 SW 150TH ST., SUITE. B BURIEN, WA 98166 i. Dear Dennis, When our company worked on your project located: 14402 46` Ave. South, Tukwila, we used the recommended amount of" Vapor Barrier which was: SHI RWIN WILLIAMS IMOISTURF, VAFORBAMER WHITE B72WI If you have any questions, please call Brad at (253) 630-18 0, or (206) 459 - 118.5. Sincerely, r Fran Kelley Managing Member M.L. Denton Company LLC • 2T 1400 z z W tr � - U O. N 0' (1) W W =: N W O: L L c� = F— W Z F- {- O: Z F- w LLj O N: 0H = 5. L - 0 ' . Z COX w O Z Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D05 -107 Grantor: NORTHWEST HOUSING GUILD, LLC, a Washington limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington 14402-46 1h Ave. South, at the intersection of 46` Ave. South & South 144` Street. Work Location: Abbreviated Work Description: Work within the City Right -of -Way, including driveway access and undergrounding of power.. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. z J-- z W QQ JU UO CO U. J = F— N U- WO �Q �D = �w z� �- O z f- 5 UL3 ON o1-- WW �U LL ~O z w z V MAY 18 1 05 11: 07AM TUV" -ZLA DCD /PkJ DATED this f �'" day of // -y , 200 GRANTOR: 4- 0 4 r - !77-1cd&:3 a limited liability corporation By: - Print Name: Its: / 2FJ•12Z.T / i /.ati'%C. rY.L STATE OF WASHINGTON ) ss. COUNTY OF KING ) P.3 /3 On this —Of—fl day of , 200.:; before me a Notary Public in and for the State of Washington, personally appeared to me known to be the a limited liability corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and ye�-ft Aj*#brr SION &-ba • 0 ,,OTAR - -0 Cam e: (seal) %yN� p UBUG _ NOTARY PUBLIC, in an far the State of F29 \ O_ Washington, residing at � 221 Lo. My commission expires: 3-& -cn Z Z � D UO w W F— W U- . W O' LLQ tu = d. Z f.. �O Z �- w UJ � o co , O -- o �- wW w z ur W U— Z 4 3 DATED this VA day of << 1 , 2005 - GRANTEE: CITY ofTUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. A. D r � \ AOTAR y 0 i�� ,,9,; • 6• T 6 .08 .•� �� Name AI I ce A. D eacy NOTARY PUBLIC, in and for the State of Washington, residing at Fen+oh My commission expires: 6 Z H Z J U U O' CO wz J D U. w O: 2 Q, co D = � _ Z �. zO. w U0 O U o �- w w LL O w z CO) O z r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME fV w { ou Sr G G _Uz tz PERMIT# boy— /o7 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. 2 3. El APPLICATION BASE FEE Enter total construction cost for each improvement category: General Erosion prevention 3 do Water }tea o Sewer r 1 So 0 Storm water Road /Parking /Access —� 3, on o A. Total Improvements bo Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) $ 250(l) $ 19 S (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume AV cubic yards Enter total fill volume /b 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 Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 -10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 444 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 .+.U: ..: t,._..�..1.. : i: _ , . .:::..._:.. 1 w. s;.. ic: �a:.... La:. :;1:.:sa..:au:,a...iid::ib;r6.- �.;iaarr5rc4:3±w:eaaY�> '.u.n ...._e .. •.. ._.a. u..0 J z z �w dd JU UO 0 V) J � LL. w L L IV) =) = �w z t-- HO zI­ w w. U O Cl) o �_. W H- u. O w z U Cf) t= _ O F ' z r w TUKWIIA W BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuande(Inspection Fee (B +C +D) $ 19 (6) 7. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2( 25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ �3 ( 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 s' 100 CY plus $17.50 for each additional 100 or fraction thereof. 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 s. 10,000 CY plus $66.00 for each additional 10,000 or, fraction thereof 100,001 or more $919.00 For S 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 I! z z �W QQ JU UO Cl) 0 co W J = CO L W O. LLQ cl) = FW z= H O Z H- W5 U� ON DH W F- �. LL uii z co z tt e • h w TUKWI� W BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees F 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 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 Ct ( $ $ Total Athrough G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9+10) $ 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. � r 5 �3 jc,, Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 3 .. axior..' a.: sr- i, c�r.•:.n:.va.�p,au,`..w�w -e:en: `o».�... ... � .:acu�u'.�;.ar.�..iv�:..�X.ars:' 1,�t�Ce�wac.nMCa: dig ::'�'.u.'.iia�x.;s.;:�3d:.y; z W �D UO rn o CO W UJ w o` U. Q a =w z �. r~ a z r-. U� O � WW U, z U =' O~ z.. O Q W 1908 May 4, 2005 2 � City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Jason Running 632 SW 150 "' Street, Ste "B" Burien, WA 98166 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -107 Northwest Housing Guild —14402 46` Avenue South Dear Jason: 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, .orix.Gd�� Stefania Spencer Permit Technician encl xc: File No. D05 -107 sks Page I 1'; \I.inks \DOGS \DO5 - 107 \D05 -107 - Correction Letter # I .DOC 05/04/2005 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 9 Fax. 206 - 431 -3665 t�;, .:r.. .�A:c,,;::•' wY<,..». ia:.:.: .t:.ithkw:tK.S.riu,.•.4ku;:nu: �i�Ca; ,;:� .•uw�.u..r »p�W�r .w�a ar!;,;. rr�. w.- �is�aw�a,, .�:+.r:t.:i2�: "..:4.cS"...'.:. :x�a.;':flx��(ci��'.� \w'''' ° ��w; i' �: i;'` fw�� `�ui:illiSizL +�afiG.fj,d�S3' �� Z }= Z �w 2 u� = JU UO CO J = F- LL w u- .= d F' W Z� F— O Z I— w w • VO O U) 0 1— w 3:U �O W Z U= O Z Tukwila Building Division Allen Johannessen, Plan Examine Determination of Completeness Memo Date: April 8, 2005 Project Name: Northwest Housing Guild Permit #: D05-107 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 31 PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1 On page, A5.1 detail #7 the elevator notes refers to drawing A1.2 "For Elevator Notes". A1.2 page is missing from the plan set. 2 Submit the page referring to the Elevator details/notes and include details pertaining to the elevator shaft construction. (I RC R1 06. 1. 1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 1 3670. No further comments at this time. Z Z W -3 0 U 0 U) 0 0 W W LL: w 0 2 9 U- < T D X a �- LU Z X, 0 Z i- UJ Lu 0 Ww 0 a f-. W W 0 LL 0 Z CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -107 DATE: 05 -10 -05 PROJECT NAME: NORTHWEST HOUSING GUILD SITE ADDRESS: 1440246 TH AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is iss DEP RTME (5 , Buil DNlsion 4 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator (� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -12 -05 Complete I 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 R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS i i Approved ❑ Approved with Conditions Notation: i REVIEWER'S INITIALS: DUE DATE: 06 -09 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERN14 t 0.00RD COPY Documentstrouting slip.doc 2 -28.02 z I W W QQ JU UO U C0 W W H �LL WO M� L? � =W z F_ E- O z�_ U O N 0 I_ WW L .z W U CO O z 0 ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP I ACTIVITY NUMBER: D05 -107 DATE: 04 -01 -05 PROJECT NAME: NORTHWEST HOUSING GUILD SITE ADDRESS: 1440246 TH AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPART MEN Buildi�g Diva"srdn Fire Prevention Planninc Division [� Public= Structural ❑ Permit Coordinator )e J DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -05 -05 Complete I Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7Structural TING: ute Please Ro Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 05-03-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routingsllp.doc PERMIT COORD COPY 2 -28.02 z i~ w �_ �U UO N CO w J F_ S2 U_ W C0 = W z� F- O z I-- 5 U O N. off WW F_F_ �O W z U= O z 00 'I C ity ��,.. '�- •..fi of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: ht(p: / /www.ci.tukwila.wa.us REPISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 5 o O s` Plan Check/Permit Number: 00,5 - - /D 7 ❑ Response to Incomplete Letter # _,17 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /V 'a a V -- /o 0sJ�6 6� t..L`z fl Lc c_ Project Address: Z �Z Atyz; Contact Person: Phone Number: 2©e z - s•� s 4 / / Summary of Revision: &. T J-,) i�1/ra7 2 NgOT,� A.��� ` i2 b- V4-rO/L ,S X 11 =y F�.rJ r0 72c�l�iZT9 /'= �IQ(' Cr %C �3 V /Z /`/L� TT/I"L.� PL."� l7 �'� C/ L� S S'.L�..�J / �fs'�1.� -� A -i O /Op -5 S t /t�-J J t� 14 f7�tk.✓) t h� C d-� L t� .[ �i Z- %� M , d 2005 Sheet Number(s): % X57 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _b hAI ' Entered in Permits Plus on "b pplications ones- applications on ImeVevision submittal Created: 8 -13 -2004 Revised: z }�— Z �W g. D JO UO U) a C O � to LL WO J LL Q N = d �W z Z� 25 U ON 0H WW H U' LL O .. z W U= O z s i ( i t CY nv o T Permit Cente rlBuildi l Qivision: i} iCnmmunity nrve!lopmenr. OppartmvnF 206431 -3670 P ermit Cp AtCt Public Works Oepertment: 6300 5outficenrer Blvd., ,' 100 206-433-0179 Tukwilir, WA 96ABO Planning Division: 206"431 "3670 CEPTIFICATE OF WATER AVAILABILITY Ref ^ulrad only If outside City of Tukwila water dlatflat PERMIT NO.: _ lz 01 Site address� attach map and leg des,.r(ption showing h location and size +�Q_ ma(n): . "N is �y Name: Name: Ad dress: Address: A- Area Is served by (Water Utility DiW -- Ile-It 1 '30 0 n / o gna rc Pate . .. i� t. The proposed•project is within . � . `wk" (( L (City /county) 2. B iimprovements requite: I. 3. The improvements required b: uP9rade the water sysiam to bring It Into compliance wMh the utliitles' comprehen IA* meet the minimum flow requir :ments of the project before connection and to meet the State cross connection l�� trPLZ requirements: OF TUKWILA Apo n 2 005 tike aerperare shpt it mors 100 : 13 nooded) 4. Based upon the Improvemee is listed above. water -an be provided and will be available at the site with a flow of ! - 7S - - g gprt at 20 poi residual for a durac , an of 2 hours at a velocity of fps as documented by the attached calculations. . ' .. 5 .,. •Wateravatlablllty: _. . _.._....._.._.�._ ...._. _..- __...... _. �Accsptabla service r an be provided to this project Q Acceptable service r. tnnot be provided to this protect unless the Improvements In Item S -2 are met. System Is not capabi i of providing aervice to this project. I hereby certify that the above in ormatian is true and Cor(ect. Agen hone B Y Date to — S— OS This certificate i not valid without Water District No. 125's attachment 0 "Attachment to Artiiicate of Water Availability." ,LM, 10 7 Z W ..r U 00 to a NW � ~. CO LL w U �. d UJI ~ 2 ZP Z 0 �p UJ to C] I--. =W �U �0 W Z U co , O F'. Z v . v ■r % ^ ter � • •vwv vvv.. P.O. Bo. )550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 01""6ertificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability ' • Be • • • by App licant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: P Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 3 a 5 6 'Run n i n Phone: zo G • -Z Z 7 - S' 9 Property Address or Approximate Lopation: Tax Lot Number: ) 44 o 2 - ,4 6—� - � ✓. S . 004.00 o — 0.48 S Legal Description(Attach Map and Legal Description if necessary): C� o s7° L -0030 Part B: (To Be Completed by Sewer Agency) 1. 0 a. Sewer Service will be provided by side sewer connection only to an existing 4 size sewer ON feet -# the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or L3 (2) the construction of a collection system on the site; and /or RECEIVED ❑ (3) other (describe): CITY OF TUKWIL APR 012005 PERMIT CENTER 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Lff"a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ )GO . 0 0 a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ❑ Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date o nature. By Title 3. 31. d5 Date Z Z �w 2 D JU UO CO 0 (0 w J = H U) LL w 9 J w? � = w z� �O z�_ W g5 U� O CO o E- wW O w z U= O Z ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer 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 Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents i that sewer service is available to the Property through sewer systems that exist or that may be z extended by the applicant. The District makes no other representations, express or implied, _ including without limitation that the applicant will be able to obtain the necessary permits, ~ w a! approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, 0 City of SeaTac or any other governmental agency before the applicant can utilize the sewer U o service which is the subject of this Certificate. w J Z F- 4. If the District' or the applicant must extend the District's sewer system to provide U w sewer service to the Property, the District or applicant may be required to obtain from the w o appropriate governmental agency the necessary permits, 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 i Cf or impossible. the provision of sewer services to the Property. Z F-- O 5: Application for and possible provision of sewer service to the Property shall be w i subject to and conditioned upon availability of sewer service to the Property at the time of such ? o application, and compliance with federal, state, local and District laws, ordinances, policies, U U and /or regulations in effect at the time of such application. o f_ =w I d e that I ececv e�he� to of Sewer Availability/Non-Availability and this U _ ttachment, a derstand the terms and c editions herein. Z U- DDlicant's lmature Dat6 Z 89539J001J27079801J5SY601!.D0C (1/26/04) -1 A I If E 'ARTMENTOF LABOR ANDINIDUSYRIES f RiH'G'ISTERED AS PROVIDED BY LAW AS I C?)NST, -C.ONT GENERAL .-,%.ICKSTONE DEVELOPMENT LLC 1 J 45 2: 1 2TH AVE,. S S111 ,ATTLE WA 98168 Detach And Display Certificatc RJ81GISTERE : D AS`PROVIDED BY LAW AS C()NST - : GENERAL Please Remove REGI,ST, --. DATE.. • 1 , - And Sicn BRICYDL962Q9 11/29/2006 EI�PFECTIVE 11/29/2004 Identification Card Before BI"ICKSTONE'..DEVELOPMENT Placing In 1"452 12TH, AVE S.::.,.. Billfold S] 4E;-WA 9 8 lssiied b ANDINDUSTRIE y OFL JS .LABOR C1 RE CEIVED TY op -r UKWILA APR 0 12005 PERMIT CENTER LADS - i o7 Z Z, w JU o02 Cj) 0: LU Cf) 1 -J F- W LL WO LL Q. F. Cj) LLI Z 0 W �- Lljl� U) .0 43 : W u LL f- LLI Z, CO. U Z GENERAL NOTES: FALL WORK SMALL CONFORM TO THE 2003 I.R.C., THE WASHINGTON STATE aD acs ILDING CODE, THE INTERNATIONAL PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND ALL JURISDICTION RUL AND REGULATIONS. THE N CONTRAC SHALL OBTAIN ALL NECESS PERMITS AND INSPECTIONS z�" W TO COMPLE THE WORK. + � • -, � � ; + I � 0 � l Y CD OU LL THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO s[ ' INITIATING WORK. JM ARCHITECTS OF ANY DISCREPANCIES. << DO NOT SCALE ANY DIMENSIONS FROM THE DRAWINGS. USE CALCULATED ---- _ � 4 '10 co DI ONLY. VERIFY ALL DIMENSIONS, DATUMS AND LEVELS PRIOR TO _ - "' " - -� - -� - .�..,_ _ S8 _ ui CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNL OTHERWISE NOTED. NOTIFY JM ARCHITECT IMMEDI SOUTH 14 4TH S TR IF CONFLICTS EXIST. EET — ` _ _ err ► �r — r . wi., — — . r ..r— VERIFY ALL ROUGH- IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE I CONTRACT AND BY OTHERS. PROVIDE ALL BLOCK -OUTS, BLOCKING, c: BACKINGS AND JACKS REQUIRED FOR INSTALLATION. REVIEWED NCE 1 r VERIFY LOCATION OF ALL EXISTING UTILITIES, CAP, MARK AND PROTECT AS coM NECESS TO COMPLETE THE E WOR p ppp�oveo L� 4 THE T I 1 .� t -� + E� ZOQ - CONTRACTO SHALL BE RESPONS BLE FOR ALL REQUIRED SAFETY , M�`( 1 7 5 ^ PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THEIR IUORK GLAZNG N LOCATIONS SUBJECT TO NI,A'1AN IMPACT 5UG1 -1 AS PANES IN � 11 .• W _ S87'49 7 E �� � � of woommmmon DOORS, GLAZING WITHIN 2 OF A DOOR OPENING, GLAZING CLOSER THAN 18 ��� � '�" - -�� _ 95.79' . NG DIVA TO A FLOOR, SHOUER DOORS AND TUB ENCLOSURES SHALL BE WIRE I ,.. " "-- - ---- - _•• _ �V REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR °.SHATTER '' I i ? RESISTANT PLASTIC PER I.B.C. SECTION 2406. 1 0 0 e w t ro �� ° 4 0 PROVIDE AND INSTALL FIRE ALARM SYSTEM PER I.B.C. SECTION 901 �`� i cn w rnco oz r Q Q� PROVIDE ATTIC ACCESS, MINIMUM 20 "x30" WITH MINIMUM 30" I- tE,4DROOM AT I = 2 - -0 " _ - _ _ _ - _ - - - _ ^ - - ° t V UNOBSTRUCTED READILY ACCESSIBLE OPENING PER I.B.C. SECTION 1209? f-- � �, - - - - ---- - _ r1 r•:3IONS PROVIDE VENTILATION PER I.B.C. SECTION 1203. / 1 ' - '� '•"�'�� t" �' ='c?� J PROVIDE ATTIC VENTILATION PER SECTION 1203.2. 0. 01 �`� - •"n' C�') T { cc _ N _. ; re �;r4 n:�,v Ian subrtiRlal :tn ha e hccn rcLieu•cd h�- the i I 1 ^ ode �.dtii P H i �� - ! BATHROOMS, UTILITY ROOM AND ANY OTHER ROOMS NOT PROVIDED WITH AN W �� �"'�� �cpartment inr c�nt�rm:�ncc cr' , and �``j =• 5ona1 Pin review fees. Q 1 with c.i. r.t Lu OPERABLE WINDOW OF IS SP. OR MORE 5HALL BE MECHANICALLY VENTED 4r,e tance is , ij to errors and 1 uj < DIRECTLY TO THE OUTSIDE WITH A SYSTEM CAPABLE OF PROVIDINCs FIVE z 0 1 . 1 :!�5lf1r i which do not authnrizc �'i�13 ►1 :,t 1 = � 0 .. r..:1 �tanc::rd, or orc�ir.an�.;es. The nes�c;n;i1 (� AIR CHAWxES PER HOUR ALL DUCTS SHALL BE SMOOTH, RIGID, q ,,t., ,: GAI..VANIZED STEEL OR ALUIMNJM PER I.M.C. '�-- 1 � e a ''�'" ih ac equacy (fit rl2c' t��'Si�*I r���) tn;31 «'iIi? the 1 THE BUIL.DN-2 SHALL COMPLY WITH WASHINGTON STATE ENE18rsY GO U) 1 �`� , s ..t [. �. 1 DE � a � � , . .,c n�, dc`:��t�,, -ts or r�� ► �:; nn .., ,� �� Z SET15AC^.K SEAL AND CAUL..K ALL CRACKS TO PREVENT AIR INFILTRAT!ON. _ - " � � �ili/G t�� YY1�T� ����y � .: z La : �r LLI I ti ALL GLAZNCs SHALL BE INSULATED GLASS. A`' a'' "d will i:_:I'� = *� '.'�'rai of rc° : jni ,r [�u �-- EXTE RIOR METAL SHAL BE GAL I >L ~ ALL E EXTE L ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRE SSURE TREATED. 7. r h 1 PRESS TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH FORM TWE STRUCTURAL SUPPORT' OF BALCONIES, PORCHES, ETC. WHEN SUCH SETBACK F= MEMBERS ARE EXPOSED TO THE WEATHER PER I.B.C. SECTION 1403. IN SLOPE ALL DECKS, WALKS, DRIVEWAYS, AND PATIOS AWAY FROM BUILDNG 3 1 1 /4 11 11FT. MINIMUM. I I'lYEWAI� Ch E}C i ERIOR DOORS SHALL BE PROVIDED WITW COW NUOl1S WEAT4�ER- STRIP, MET 1 a C Oft Vid�Of1 � d0lS r10t THRESHOLD, CYLINDER LOCK ACCESSED DEAD BOLT WITH THUMB TURN AND 1 1 0 r f . '�C� 0 1 �a aramum Upy aw 0015 I4 aC1Q1pw PROVIDE FIRE BLOCKNG, DRAFT STOPS AND FIRE STOPS PE R I.B . SECTION 111. d + 1 1 y t o d ROOF DRAINS AND OVERFLOW DRAINS SHALL . t - - r'• ~ei L/� COQ ='L'1' WITH THE (PSG. AND e t � � �" t � �� + s� t 9; w u SECTION 1503 OF THE B.C. _ � < w ti L♦ <w ROOF AND FOOTING DRANS ARE TO BE TrjWT L I! ED ,' EPARATELY TO o Au w �r�� _ 2 V ift DD i �s�l"V -7G_ R. p� to I DWISM 9 41 NU NDICATE AND TYPICAL DETAILS OF CONSTRUCTION_ 11 ERE ` �... _ 1 P R 1. CC NDITIONS ARE NOT &DECIFICALLY INDICATED BUT ARE OF SIMILAR ---- -- _ _ 2 „ 1., 1 ., Y o _ -- C 4ARACTER TO DETAILS SWOWK SIMILAR DETAILS OF CONSTRUCTION 5�4ALL BE S87 19 E L d o ►- USED, SUBJECT TO REVIEW AND AL BY JM ARCHITECTS AND TWE I _ - - • '� _ _ STRUCTURAL RU R CTURAL ENGR4EE < z ; € u ° s SI i E F" AN . wo -w iw a ) -NOW utt DO NOT S!CAN% V ARY OR MOL7IFY THE C E UXM Sf-i0U,1�1, EXCEPT W',TN WRI ZT4 IGNIF NORTH �vw 41, �+aziai xf Z•4 + - .. Y` +ON FROM JM ARCHITECTS. o UP If Mad wkN uo REPORI ERROft AND OMISSIONS TO JM ARCH ITECTS PIMED IA TELY. LEGAL DESCRIPTION PROJECT TEAM t MAP 4 r VICINITY 1�1L 11 Mr 90 a 2 V ~ s� =Z F- QF- ►- �v�Ll- <LOSV< THESE DR,44AW3 3 ARE TWE EXCLUSIVE PROPITNIY OF .,R'* ARC'h -ItTEC S, R"C AND � Pkar.5irg `' UATH 'H£ =EWIS&ON OF JM A QrW'TECTS, F'L.C. :-O OF 5#- 0 PLAT NO. L94 -00 NG TO THE SURL,�Y REC:ORDEfl 5 ENGRVEER MAY BE ONL T V' UNDER RFCORDiI4G N0. WM30524 RECORDS OF KING COUNT`'' S!TUATE IN "i-E BRICKSTO^E WOMES LLC ARMOL R U NSDERFER ENGN ERWS LLC � - Gas Pi�''!'1 ZEJ • • ON5 MUS T�•E N "E O F JM ARC�+t♦E... 5, =LC CI OF "JKWIL.A, COl,rl?'`+' OF KJNG, STATE OF Wr4SHR�GTOIti 632 5 nth STl4EET, SUITE B 13456 5E. 2 �th P LACE, SUITE 200 My of TL" BLARIEN, WA Be" BELiEVUE, LJA 98005 Di s DMSION .: CC�ITAC: T':.1A50�i Rlr9t�iMr!s C',ONTACT: S�iL ARMOlA2 BRAN Lb — . �..�•i +OME: 120bT12' -1591 PWO E: ( 425) 6 i4 -0949 Y ° } B W I N .PROPERTY TAX ACCOUNT ER: ' - • � � o < � � H.C. U1 U NOTES. S th 100 AVE +GRK._AJ%0 . 6L4A 9e034 z .. F u CONAAC': .0060% '*404EN _ o g 1 - ENERGY NOTES: A-. Sw;L : 'NG 'N 'i:-5 ARE DE ED 'O .7"'- '•-•E PROJECT STATISTICS: C __ - �c•e 03 -'5 -2005 -a S' E`&�s" :ODE 2VC3 ED A a tJ S A ,.. INDEX TO DRAW Na GS 14ft _ u` Scc. a AS 5 � G - _ 24' Q ��'` � 'rCs: R -38 '°'RC�.� �1DORE35: IAA= 4<itr 4VE.'A,E 5o ii _ � :•�,,��' ,;,c.-� .► # YA►: CE Ifs* R -3Q. JC.J ►A ...d� 9difr8 • . --= 1 a �l CSR �`. 3� _ p.`� Qsv�0 &."E AAEA, "41536 5 5F. A =_JOR a ROCf °_ ANN &.A D 0% GRAPE. OR-IV 7.?�E: !_rJR A A: E7C'ER�OR .a S. SEC AND :- *-rAi�_s ts.AZ"G v+,6:JE •c OR eE"'E'R 0"aR .-vA&UE S ;C Olt R LO+ , S,esS OfSaA''40N 'S A "'E!4 �''3cS`61K' ��' 4 J%WA&. ED 35% E 21 f'R5` sECO� D r-LOOR EJEC"RCA� =L A45 a E'ER `1~ 5F%C.X=CA C.A"jC SE/1a.. OR .+.E/►'"•EM-S' ° S 0. Ca`•456 DOOM `RE A►`ED �" &., S 0Z ^''°'G�4. �O��C`.dt�h DET A..06ED- $0.3 v"wwCJ ORA~ Off"AJ S , ,022 lux;F ; a C C :; r AMCIV' "' 1 : E A Zr s A 1 ` &4 •' h DE`s �' � '� � � `� � aR ; GOhli °E. IS+1�Cs1.E �/ � - E v-�t 'S S.; DET•A&.S $ SZ A I's DE*A&Z ft ob • j CONTACT INFORMATION NOTE: POWER, TELCO, CATV, GAS, COORDINATE WITH UTILITY CONTRACTORS W W SITE BM CONNECT TO EXIST SEWER MON IN CASE AT INTERSECTION ssmH STUB PER VAL VUE J7"E OF 144TH STREET AND 46 AVE S RIM=-288.53 SSMH ELE V= 287.90 RI.M= 287.68 S87'49 TYPE 1, C B SS --- - � �� RiM 1 T E 01.01 OU THA 4 STRE _ SD � S � S W 1 1 X I D 7 FF APPROX LOCATION 4 ,' r'� LOtC WATER MAIN cA ` :•. i t CONNECT TO EXIST METERS ADJUST METER TO GRADE ' ' PER DISTRICT STANDARDS o- �1 APPROX LOCATION 10" - WATER MAIN r' TYPE 2., CB W W RIM= 286.89 -- W - -- IE= 282.69 18" CMP (E) IE=283.69 12" CMP (S) IE= 282.64 18" AMP (W) _ SS - - ----- _" --- SS SS SS SD SD SD SD Q-- W --S •.. �� 6 \ TYPE 1, CB/ C NNECT DOWNSP RIM = 286.1 g AND FOOTING M IE=282.9$I 12 CMP {N} DRAINS TO EXIST C IE= 283.1 •{ 6" CMP (t) 10' STORM iE= 28318 4 (E) DRAIN EASEMENT I REC. #9607011134 4" DOWNSPOUT I f DRAIN 0 2% MIN I I co `v NOTE: SLOPE DRIVE AND YARD ip �A� TO DRAIN AWAY FROM Lk " J HOUSE AND TO EXIST CB ED EX HOUSE GAS METER , .�� t v N POWER METER 0 00 '- TER METER LOT D LOTA I i I f I � DRAINAGE AND UTILITY PLAN M 15'X25' CONSTRUCTION ENTRANCE PER DETAIL B. SHEET C1.2 i a �I i I 1 APPLICANT: NORTHWEST HOUSING GUILD, LLC 632 SOUTHWEST 150TH STREET, SUITE B BURIEN, WA 98166 ATTN: BRAD RUNNING ENGINEER DUNCANSON COMPANY, INC. /SURVEYOR: 145 SW 155th STREET, SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON, P.E. (206) 244 -4141 UTILITY INFORMATION SEWER: VAL VUE SEWER DISTRICT WATER: WD# 125 POWER: SEATTLE CITY LIGHT TELEPHONE: OWEST h ec . re, .e,.c ,� }a. •F, a.., tiC' „• �� I� p 4n m,cn.t for c ct ?rr,TJ Cov p '1CC !S ; to dr not iut�jnrizc ; �nt3t:r n4 ,•C a :c��`�c�j ctatt ? rc'c nr nrdina:ice4;. The I ! he a kf Cc '! . �_'y ref the rests rn'ilty ;, • f l j ; Ci:'Eetinns or to (Ir:/t,(•i"' ^r . liter `h is 1 1 td ' I tl 3lln•�! A .p :ancc b ^ •� :t'1i1 r:. �tlire <7 I of rc �•'� ; . d dra;% r , C ICS ^iL LEGEND --- --- SD --- -- --- EX. STORMDRAIN �- -- -- SS - -- ---- EX. SEWER __V -- -- EX. WATER 0 EX. SEWER MANHOLE Q EX. CLE AN OU T 0 EX. CATCH BASIN 0 EX. STORM MANHOLE to 0 U EX. UTILITY POLE W /ANCHOR © EX. MAILBOX ® EX. GAS METER 111 EX. GAS VALVE -0- EX. POWER POLE N EX. WATER VALVE EB EX. WATER METER jc� EX. FIRE HYDRANT ® SV. MONUMENT .� EX. SIGN 0 EX. DECIDUOUS TREE EX. CONIFER TREE 9L WETLANDS LEGAL DESCRIPTION V W W SS � SS SS "TH STREET D SD SD SD SD SI 5' BSBL, TYP 95.79 Wr4917 J W 1 ' D Z �( Q 20 .^.. 0 3t I �0 _ o FF= 288f ry w 0 I o � 10' , ` ! \ 0 126.31' 5' --,, S87'51 :9 E IF 1 Z ; LOT C OF SHORT PLAT NO. L94• -0030, ACCOORDING TO THE SURVEY RECORDED UNDER RECORDING NO. 9508230524, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL NUMBER 9508230524 GENERAL NOTES 1. Locations shown for existing utilities ore approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206- 433 - -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 - -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless othennise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10.Provide traffic control and street maintenance plan for Public Works approval before implementation. 11.A11 surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12.Reploce or relocate all signs damaged or removed due to construction. 13.Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. cc CC CHIC ScAU • CAUTION! U+oErtCMuw uninES EJVSr N THE AREA AND ururr rWoMAlwn sHoM w►r BE noo��. STATE LAN gEQIJNlES THAT CQilRAC?pR CONTACT 1ME ONE UIUn' LOCATE SERMCE AT LE/ST 48 g01JRS AFORE 5TAR784 ANY O0NS7RIJCIIpI 7-800 424 -� W W w v SS -" SOUTH z TH S EET SS SS I CATCH BASIN G ---- --D SI \ INLET PROTECTOR, TYP SD SD SD -- _.._.�- r �� ......Arm - T-'•�• �. �•'�••1� !.�!!�. r �.- _ +-.� ..�r...R��• i -�/. w7 p lop* ti? ti`•� `L � ` �� CCTV OF T +; LA YTjT 7y-rf` MON iN CASE AT IN ?ERSECTI IN OF 144TH STREET AND 46 AVE S ELEV=287.90 I D U N C A N S 0 N I company, Inc. 1I5 SW 155th Street, Suite 102 Seattle, Washingeon 9166 Phone 206.244-4141 Fax 206.244.44 U Q m : 17o �3 Ob LU N M �o Z a to 0 U N W a: f o Z i i U co : 3 cl �- -+ ...•r.. - .►+r- +F+�•- ..w� -_ _. -. �..�• t'�._�.o.- - ...w�.+•+•',.rr �.as- �- ..��...�r..wr. .+w�- ./��wisA� �r's..��' TESL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans ore minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including ail perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. NOTES 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8- 01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT —IN HIGH —FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL. GRATE --\ ISOMETRIC VIEW NOT TO SCALE INLET PROTECTOR ASS A PO G� 1041 h PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE DETAIL ti'ED R�y7 " NCE CODE CO ��onv� Y ►v�0 ' F?EcSVW 07Y OF T t1K1Mi A '( C. 1 ' PERY!. CENTER CAUTION tI+ooRGRotNo uTWIIEs oosr N THE AREA AND uniTM 060w"na+ s►+oOr+ MAY BE MooMPLETE. SrAX uw AEWAES 7►u► Oal?RACTOR CONTACT THE ONE-cxL unI*r I ocnE SERVICE AT Est 48 HOURS BEFORE STwt1MG ANY OoKS�uC�10N. 1- 80o-4�24 -5�6u 0 • V t%r- Irv%Ir,,.i c "' STE r PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN ENTRANCE TO DRAIN. �s- 0 L DUNCANS0N Company, Inc. 145 SW 1551h Street, Suite 102 Seank, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 U r • r . i� J J 9 LU T5 DRAWN: CJB C 1 NO: 0. DA It d 44 9 x E c d c> sm 4\ FIRST FLOOR PLAN r A • /2 ss& WINDOW SCHEDULE MAN W. 1"fODEL 01 K1TC3EN NUT0*E LL -64" 1 FRAME 9 j �0 • -I y9 W LA04DRY/ q0 W 3b0 25 W9 WHCX -E "0" FAN ►� SURE F'ftCVCE T H 8110704 4 8 - 0'X4 -0' o: i SL `1' NIdL FF Z CB�; = FF .3 - 0`X5 -0' i 6- 0`Xs -0' ; SL ( C o ! 3' -m-xb - P� • xW d°t_ ' ss P ' FOR F'X N V**. P� ` `xi +°P �' FQ { PP 1 4b �3 SWI : 3 -4043W-80 oP AP pp { pp 'PIF21 10P ac 3 - 0•'x& - 8• J J %A& t .� { . GNP K y 2 - C"X3-0" Fx I N M4L ` qe �} 3 -4V>C. -0" ^1 �? s -P'X-o' Rx K 'v*� •� 4 r DOOR SCHEDULE FAN LOCATION MAN W. 1"fODEL CF!'1_ K1TC3EN NUT0*E LL -64" 1 '41.1- IBATWO 9 FRAME �0 • -I y9 a LA04DRY/ q0 W 3b0 25 W9 WHCX -E "0" FAN SURE F'ftCVCE T H 8110704 Q Z J w = Z 2 o ! 3' -m-xb - P� • xW P ' FOR U i su. ! 3' -C'xLs -8• P� ` `xi +°P �' FQ { PP 1 4b �3 SWI : 3 -4043W-80 oP AP pp { pp 'PIF21 10P ac 3 - 0•'x& - 8• { . GNP omm o erp - -s - X6 -8• 'par, •gyp " iG�e PP a ■ . gm S - a • SECOND FLOOR 11411 =11 -011 /, s-7.3 S . DOOR SCI'EDULE KEY: TYPE: 5W = &APINCs I9F = BFFOLD 19P 5`!'PA5$ OWD OVEIqWEAD G;ARAGiE '%W = 4L[r.>Wx GLAS6 DR PD - PCCKET DOOR FF = FACTORY FNISN 8 ■ STAINED C*O - GYrSIJ" f WALL BOARD WCW _ WOLLOW COW WD. SCUD - SOLD C01RE WO. MTL = P'EAL : KE"LOCK Z- FRIVAC`' LOCK 0 BATL• Q r 4 " :*AD Owy 3. � BOLT A. BEi-F CLOWRE S. S.AFErr GK-Aft ~. wEAnEg5"t"D 0- EX'. CsRADE DOM 3 GLASS 10. 9640Y R DOOR 1 cX s F;�D/Pr�GTL/!E = SL �eR GB • b `gab ` G&_A S6 B _ }*qGff.E -+,Ks D66- _ OW!k.E 5&1GLE -404G Gt7Nb'RrG•� NFL = V'wl ArfW& 5GJlE56 - 141%. SET :..EARL APM-4- 5__ SQF'. r� ..;D -- - ZO MAX +f C s-' s AA' APP. 3__ Ch-A" LT� US - 4EAD 2s LAVA'C3R'► STS 23 I�ER �E M 'TCWE% WM 1S FAN SCHEDULE FAN LOCATION MAN W. 1"fODEL CF!'1_ K1TC3EN NUT0*E LL -64" W • 15 we '41.1- IBATWO NUTONE 669 L �0 • -I y9 LA04DRY/ BMROAN 3b0 25 W9 WHCX -E "0" FAN SURE F'ftCVCE T 8110704 RECEIVED C!TY OF TUKWII.A AN 01 2^ o- PEPWT aEN �� `E KEY NOTES O' 5.tA, BE :. { S'~ED AO �eS"� W/ AIR CsA3°. 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THE COMISHT SHELL INCLWE THE OVERALL NORMS AS WELL AS THE ARRANGEMENT AND COMPOSITION OF ALL SPACES AM ELEMENTS IN OESION, BUT NOT INCLUDE INOMDUAL STANDARD FEATURES FURTHERMORE, THIS DOCUMENT IS INSTRMHr Or SERVICE THE USE OF IT FOR ANY PURPOSE. AS PROVIDED BY ANY CONTRACTUAL AOREEMENT FOR IT'S AM MAY BE REVOKED. IF ANY PART OF THE INTENT OF THE DRAWN DESION OR WRITTEN SPECIFICATIONS DEFINED HEREIN APE NOT STRICTLY ADHERED TO OR IF ANY OF THE CONTRACTUAL'ERMS FOR ?HEIR USE ARE NOT STRICTLY ADHERED TO BRICKSTONE HOMES. LLC UD HOUSE r� x 4 Ifl O rn rn O 0 rn x rn O rn rn --f 0 EXTERIOR ELEVATIONS 8 a F M r N O tp �-4 r� r r ' 70 O C} 4111 REGISTERED STATE OF Kti:►�;: �GLCH 12115, 100th Ave NE Kirkland, WA 98034 T 425.820.3748 F 425.823.2888 i O 1 n �n < 0 n y � � m =-� o fiio c-2 m CU.m Accopwc4 DWaroMol+ THE UNM THE Slow PERSONS HWSY MRTIPY THEY HAVE OILI$ftTLY REVIMO AND UNCIRSTAND THE CONTENTS OF THIS DOCUMENT AND HPRE APPROVE 7`111111 JSE OF THE INFORMATION CONTAINED HEREIN PO4 THE CONSTRUCTION OF THE PROJECT DISCRIBlD BELOW Dated UNDER THE PROVISIONS OF THE US COPYRISHT ACT OF MO. TIDE 17 U S.0 102A ALL INFORMATION APPEARING IN THIS DOCUMENT IS COPYI1119"wD BY. AND IS THE SOIr PROPERTY Or THE AUTHOR Or THE DOCUMENT. JM ARCHITECTS. ►LLC. THE COMISHT SHELL INCLWE THE OVERALL NORMS AS WELL AS THE ARRANGEMENT AND COMPOSITION OF ALL SPACES AM ELEMENTS IN OESION, BUT NOT INCLUDE INOMDUAL STANDARD FEATURES FURTHERMORE, THIS DOCUMENT IS INSTRMHr Or SERVICE THE USE OF IT FOR ANY PURPOSE. AS PROVIDED BY ANY CONTRACTUAL AOREEMENT FOR IT'S AM MAY BE REVOKED. IF ANY PART OF THE INTENT OF THE DRAWN DESION OR WRITTEN SPECIFICATIONS DEFINED HEREIN APE NOT STRICTLY ADHERED TO OR IF ANY OF THE CONTRACTUAL'ERMS FOR ?HEIR USE ARE NOT STRICTLY ADHERED TO BRICKSTONE HOMES. LLC UD HOUSE r� x 4 Ifl O rn rn O 0 rn x rn O rn rn --f 0 EXTERIOR ELEVATIONS 8 a F M r N O tp �-4 r� r r ' 70 O C} 4111 REGISTERED STATE OF Kti:►�;: �GLCH 12115, 100th Ave NE Kirkland, WA 98034 T 425.820.3748 F 425.823.2888 i O 1 n p < 0 n o u O 06 N w N Q �n y � � m =-� o fiio c-2 m CU.m Accopwc4 DWaroMol+ THE UNM THE Slow PERSONS HWSY MRTIPY THEY HAVE OILI$ftTLY REVIMO AND UNCIRSTAND THE CONTENTS OF THIS DOCUMENT AND HPRE APPROVE 7`111111 JSE OF THE INFORMATION CONTAINED HEREIN PO4 THE CONSTRUCTION OF THE PROJECT DISCRIBlD BELOW Dated UNDER THE PROVISIONS OF THE US COPYRISHT ACT OF MO. TIDE 17 U S.0 102A ALL INFORMATION APPEARING IN THIS DOCUMENT IS COPYI1119"wD BY. AND IS THE SOIr PROPERTY Or THE AUTHOR Or THE DOCUMENT. JM ARCHITECTS. ►LLC. THE COMISHT SHELL INCLWE THE OVERALL NORMS AS WELL AS THE ARRANGEMENT AND COMPOSITION OF ALL SPACES AM ELEMENTS IN OESION, BUT NOT INCLUDE INOMDUAL STANDARD FEATURES FURTHERMORE, THIS DOCUMENT IS INSTRMHr Or SERVICE THE USE OF IT FOR ANY PURPOSE. AS PROVIDED BY ANY CONTRACTUAL AOREEMENT FOR IT'S AM MAY BE REVOKED. IF ANY PART OF THE INTENT OF THE DRAWN DESION OR WRITTEN SPECIFICATIONS DEFINED HEREIN APE NOT STRICTLY ADHERED TO OR IF ANY OF THE CONTRACTUAL'ERMS FOR ?HEIR USE ARE NOT STRICTLY ADHERED TO BRICKSTONE HOMES. LLC UD HOUSE r� x 4 Ifl O rn rn O 0 rn x rn O rn rn --f 0 EXTERIOR ELEVATIONS 8 a F M r N O tp �-4 r� r r ' 70 O C} 4111 REGISTERED STATE OF Kti:►�;: �GLCH 12115, 100th Ave NE Kirkland, WA 98034 T 425.820.3748 F 425.823.2888 i r Mfg I 2nd FLOOR I° r 01 — SUB -FLR I I � SEE D A1,2 FOR EL ATOR NOTES , i t P TOP OF dJD - iLR ELEVATOR SHAFT SECTION � 2nd FLOOR RAII ft t . ww tau wi rr ♦ r. �4 0 "0 HANDRAIL ctl 2nd FLOOR _ OP OF _ SUB -FLR W 5B C4 NOTE: PROVIDE W TYPE 'X' GWB UNDER STAIRS 51� ._ s iet FLOOR OP SUB -FLR � � K o 5A A5.1 ( TN L 5TA . IR 1 5ECT 1 ON TOP OF LANDING r r g Ist FLOOR 4 1 ELEVATOR 5HAF"" PLAN 114 TOP OF E i0 • sOiP ¢ � a�,Jlpiq i� 1; ` r f -- •-•w , 1 HANDRAIL 1'/2 "♦ HANDRAIL B II.. TREADS AND RI SERS FROM I" PL Y• WD. 11" - r FIN. FLR % GLua FLR. \ METAL HANGER 2X12 STRINGER INTERIOR STAIRWAY 3 /off = 1` - 0" 1'/2 "♦ HANC PER UBC 42 " N IGH u 2nd FLOOR PER US%, I FLOOR ;1 ST AIR I PLAN 1 /4 " f f TOP OF E s Top oc an p-0m E!�; CN 4 41111 — r f� I ^� �) r TOP OF i1 1�. 2nd FLOOR i� '.L t TYP. 2nd FLOOR CONST, 3 /4" T4G PLYWOOD PER STRUCT. FLOOR JOISTS PER STRUCT. ., „ C.Al TOP OF SUB -FLR _ _ - -_ . .. -- _--- ___ - -� RIM JOIST TYP. R -21 MATT INSULATION 2x4 BLOCK TYP. CsARACsE WALL CONST. let FLOOR SILL SEALER (TYP-) --� SA�Ci _ TOP M 2nd FLOOR TYP. ROOF CONST, ARCHITECTURAL COMP. ROOF 15 ROOFING FELT LAP PER MANUF. SPECS. ROOF SHEATHING PER STRUCT. ROOF FRAMING PER STRUCT. INSULATION BAFFLE R -30 BATT INSULATION '/2 It GWB CONT. METAL FLASHING GUTTER A FASCIA MATCH EXISTING 2x VENT BLOCKING W/ (3) 2 " 0 SCREENED VENT HOLES EA. TRUSS SPACE TYP. 2nd FLOOR CONST. 3/4" T Ks PLYWOOD PER STRUCT. FLOOR JOISTS PER STRUCT. TOP OF -FLR - -- - - RIM JOIST TYP. N R -21 BATT INSULATION 2x4 BLOCKING T'I'P. EXT. WALL. CONST. SIDING PER ELEVATIONS 15 BLDG. PAPER '/2 " OSB R -21 BATT. INSULATION 2x6 STUDS • 16 "oc. I FLOOR 6 MIL. VAPOR BARRIOR '%" G.W.B. TYR let FLOOR CONST. 3 /4" TtG PLY X70D PER STRUCT. FLOOR JOISTS PER STRUCT. R3m rNSUL. TOP OF -FLR IE E M'L_ FLAS+ING 2X6 PT. R P°I'TL. =LASkING Z� _ ' A T 1E PER STO ` T. _ . _ .. RECE INED CITY OF TUKMLA I • 'Q -'m RiCsiD SL.48 �'31r1.. s - EXTESO 24' Mik ORIZ _ !P'-: �',� +' 3E vTER ti • c .4 ✓ *� W a ., - G#R AVE, SUq5Ka0LND Y1 - '� o : _ ' - A '# 0 ' ERF. DRAB COW-- eta SE "R.IC'. T - _ CsRAI/E� �'` - .- =OR S*ZE t RE "r-ORC`'vG BAI�R'=_'R '� �'�•L SP D ACE V �: �vt0 SIDNG PER ELEVATIONS W BLDG. PAPER 1/1618 O.S.B. 2x6 STUDS * 16 "o.c. TYP. 6 MIL. VAPOR BARRIOR '% " G.U.S. 4W OEM ;=X" X461 5E"%"CN f i :OR 3r TYP. ROOF CONST. ARCHI COMP. ROOF 15 ROOFING FELT LAP PER MANN. SPECS. ROOF SHEATHING PER STRUCT. ROOF FRAMING PER STRUCT. INSULATION 15AFFLE R -30 MATT INSULATION I/ It GWB E CONT. METAL FLASHING GUTTER FASCIA MATCH EX I ST INt 2x VENT BLOCKING W/ (3) 2 1 10 SCREENED VENT HOLES EA. TRUSS SPACE C u -f �C' fin V Lu W O cn O ILI _ Z O U) V v� ao cc N M C'V W d ap 2 O � y CD LL. t co O M O C N Y N vw- � _ v Q U ui lu V ! C) ___I �-- Q U ui < Z oil ati_a, .� �� :�'- ��. ux� o No t aas1 H gtmc it M :1 rye .T� <O le", IM �y y � @A v o u_� w 0 `yr� fx 4c x e'~ J P oo P fi N 79 Z w F V C3 10 1 f �c•e X3-'5 -2005 SGC.A AS S"OW% ✓�CW^ G G # 2�'9 Rev a O''s �.i 1' i - I - � f I �{p� I i t i b i i! r m� M t w f OT r R l r -1 R� (7 M o i 6 6 m c� a (n to b i i! T O n� M r rn c� n D r z rn r m A i N z N r r r r� A �1 c Q f N t. ( O V rn rn �n u V l 1 0 z d 0 I � � - i� r , i; ,I I� 1D R1 r m� M t w f OT r R l r -1 R� (7 T O n� M r rn c� n D r z rn r m A i N z N r r r r� A �1 c Q f N t. ( O V rn rn �n u V l 1 0 z d 0 I � � - i� r , i; ,I I� 1D R1 r m� M t f r � r i z — ._ , E FuW � E' � ��Ifbr`!4R•.• �.,�"+'i 11t(�E7. � � � I £ .••-. ' - '� ; � ^� i{ � , ��?;rf.� '• �.•. ��. 7tF,.; �: �•:" � .'4F - r.�ka.�3". ��'��L" ='� r-7 r� . J { '-- _ —•��— ''\ �/ / • ; t 1, I i I j.I i !:M�:T ...._--- -.._. -_.. -- ---- -----....•:.*N.� �•;,.- .�.;iY'46��`a�.r�'..`•� f: _._ ..- - -- -- -/ � \ � � + is 1 - + li M X wpm am t ' E 1i I ji � / , "�• � �� t — ................. 80 i , 1 , \ f „ ly r I � •� t i I ,i t\ 1 � ! I i I ` i op I t N I. Ili I I 1! 1 f i i i I, 1 i ; 1 t , i j + I I I ' ! i I , � I i , ! J fi I t , E i i i I I I !{ I +� s I' i ji 1 ' t' N NI oc t_ VNV u o 1 In o Q IA t) 0 T N C) tr CIi�M ACGlpfdflOA �SClarofion THE UNDER THe WISHED PERSONS Home CERTIFY THEY HAW DLISENTLY ReVIEVRO AND UNDERSTAND THE CONTENTS OF THIS DOCUMENT AND HERE APPROVE THe uGe of THe INFORMATION CONTAINED HEREIN FOR THE CONSTRUCTION OF THE PROJECT DeSCRIWO BELOW OotGd UNDER THE PROVISIONS OF THE US COPMONT ACT OF MO. T IDe 17 U R C 102A ALL INFORMATION APMARIW IN TH DOCUMENT IS COPYRIGHTED BY. AND IS THE SOLE PROPERTY OF THE AUTHOR OF THE DOCUMENT.JM ARCHITECTS. PLLC, THE COPYRIS+HT SHELL INCLWE THE OVERALL FORMS AS WELL AS THE ARRANSeMENT AND COMPOSITION OF ALL SPACES AMC ELEMENTS IN DeSIGN. BUT NOT INCLUDE INDIVIDUAL STANDARD "ATURES FURTHERMOR[, THIS DOCUMENT IS INSTRIAMW OF SERVICE DR USE OF IT FOR ANY PURPOSE. AS PROVIDED BY ANY CONTRACTUAL AGREEMENT Poll ITS USe MAY Be REVOKED. I ANY PART OF THE INTENT of THE DRAWN Dell OR WRITTEN SPECIFICATIONS D EFINED HEREIN ARE NOT STRICTLY ADHERED To 04 IF ANY of THe CONTRACTUAL TERMS FOR THEIR Use ARE NOT STRICTLY AOH ERED TO BRICKSTONE HOMES. LLC UD HOUSE FIRST &SECOND FLOOR ELECTRICAL PLANS e 4111 RECISTERED ARCgLli T" i fq $UAT E Of Mr s;; ::: ON 12115 100th Ave NE Kirkland, WA 98034 T 425.820.3748 F 425.823.2689 t t f j.I i !:M�:T ...._--- -.._. -_.. -- ---- -----....•:.*N.� �•;,.- .�.;iY'46��`a�.r�'..`•� f: _._ ..- - -- -- -/ � \ � � + is 1 - + li M X wpm am t ' E 1i I ji � / , "�• � �� t — ................. 80 i , 1 , \ f „ ly r I � •� t i I ,i t\ 1 � ! I i I ` i op I t N I. Ili I I 1! 1 f i i i I, 1 i ; 1 t , i j + I I I ' ! i I , � I i , ! J fi I t , E i i i I I I !{ I +� s I' i ji 1 ' t' N NI oc t_ VNV u o 1 In o Q IA t) 0 T N C) tr CIi�M ACGlpfdflOA �SClarofion THE UNDER THe WISHED PERSONS Home CERTIFY THEY HAW DLISENTLY ReVIEVRO AND UNDERSTAND THE CONTENTS OF THIS DOCUMENT AND HERE APPROVE THe uGe of THe INFORMATION CONTAINED HEREIN FOR THE CONSTRUCTION OF THE PROJECT DeSCRIWO BELOW OotGd UNDER THE PROVISIONS OF THE US COPMONT ACT OF MO. T IDe 17 U R C 102A ALL INFORMATION APMARIW IN TH DOCUMENT IS COPYRIGHTED BY. AND IS THE SOLE PROPERTY OF THE AUTHOR OF THE DOCUMENT.JM ARCHITECTS. PLLC, THE COPYRIS+HT SHELL INCLWE THE OVERALL FORMS AS WELL AS THE ARRANSeMENT AND COMPOSITION OF ALL SPACES AMC ELEMENTS IN DeSIGN. BUT NOT INCLUDE INDIVIDUAL STANDARD "ATURES FURTHERMOR[, THIS DOCUMENT IS INSTRIAMW OF SERVICE DR USE OF IT FOR ANY PURPOSE. AS PROVIDED BY ANY CONTRACTUAL AGREEMENT Poll ITS USe MAY Be REVOKED. I ANY PART OF THE INTENT of THE DRAWN Dell OR WRITTEN SPECIFICATIONS D EFINED HEREIN ARE NOT STRICTLY ADHERED To 04 IF ANY of THe CONTRACTUAL TERMS FOR THEIR Use ARE NOT STRICTLY AOH ERED TO BRICKSTONE HOMES. LLC UD HOUSE FIRST &SECOND FLOOR ELECTRICAL PLANS e 4111 RECISTERED ARCgLli T" i fq $UAT E Of Mr s;; ::: ON 12115 100th Ave NE Kirkland, WA 98034 T 425.820.3748 F 425.823.2689 DESIGN CODES AND LOADING: EPDXY 81 EDMENTS: PREFABRICATED WOOD TRUSSES: INTERNATiONAL BUILDING CODE (2003 EDITION) NILTI HT-150 OR APPROVED EQUAL SHALL BE USED WHERE EPDXY GROUT 15 SPECIFIED. ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS 514OWN ON THE J DRAWINGS AND THE LOADS L15TED BELOW. LIVE LOAD5: MANUFACTURER'S RECOMMENDATIONS AND ICBO No. ER -5193 SHALL BE FOLLOWED DURING THE PREPARATION AND Cn ,ROOF: 25 P5F INSTALLATION OF ALL GROUTED BOLTS AND REINFORCING BARS. FF AREA: FLOOR: 40 P5F LU TOP CHORD LIVE LOAD: 25 PSF c) MASONRY INSTALLATION: INSTALLATION SHALL BE IN GROUTED CELLS ONLY. IF EMBEDMENT MUST BE PROVIDED IN AN TOP CHORD DEAD LOAD: 12 P5F LATERAL LOADS: UNGROUTED CELL, NEW GROUT SHALL BE ADDED AT THAT CELL EXTENDING TO THE HORIZONTAL BOND BEAM BELOW. ONE BOTTOM CHORD DEAD LOAD: 5 PSF WIND: V35 =85 MPH, EXP B, fu; =1.0 EPDXY EMBEDDED ITEM ONLY PER GROUTED CELL 15 ALLOWED AND NO EMBEDDED ITEMS ARE ALLOWED WITHIN 12' OF A TOTAL DEAD AND LIVE LOAD: 42 PSF SEISMIC: Ss-1.41 51 =.485 56= 0.94 5dI= 0.49, It =1.0, R =6.5 FREE EDGE. SEISMIC USE GROUP I ADDITIONAL. LIVE LOAD= SEISMIC DE51GN CATEGORY D POWDER ACTUATED FASTENERS SNOW LOAD DUE TO DRIFTING SHALL BE INCLUDED PER THE CODE. C� POWDER ACTUATED FASTENERS (PAF) SPECIFIED ON THE PLANS, SHALL BE NILTI X -DNI 0.145' DIA. OR APPROVED EQUAL Lu GENERAL: U.N.O. CORAL REQUIREMENTS: SUBMIT 5140P DRAWINGS AND DE51GN CALCULATIONS TO THE ARCHITECT, ENGINEER AND THE LOCAL BUILDING DEPARTMENT THE INTERNATIONAL BUILDING CODE AND 5TANVARD5 SHALL GOVERN ALL MATERIALS AND WORKMANSHIP. MANUFACTURER'S RECOMMENDATIONS AND ICED NO. ER -2388 SHALL BE FOLLOWED DURING THE PREPARATION AND FOR APPROVAL PRIOR TO FABRICATION. ALL TEMPORARY SNORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL INSTALLATION OF ALL PAPS. ALL SUBMITTALS SHALL BEAR THE STAMP OF A REG15TERED STRUCTURAL WASHINGTON STATE PROFESSIONAL ENGINEER. FIN1 514ED CONDITION OF THE STRUCTURE. I -I/4' MINIMUM EMBEDMENT IN CONCRETE 15 REQUIRED WITH A 4' MINIMUM SPACING AND A MINIMUM OF 3' FROM ANY EDGE. TRU55 DRAWINGS WILL BE REVIEWED FOR GENERAL. CONFORMANCE WITH THE DESIGN CONCEPT. THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAL ED, SIMILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND FULL PENETRATION OF THE 514AFT 15 REQUIRED WHEN EMBEDDED INTO STEEL. A MIN. SPACING BETWEEN PAF OF 1 -1/2" AND REVIEW WILL NOT COVER INTERNAL FORCES OR CONNECTIONS WITHIN THE TRUSS -ONLY THE MANUFACTURER CAN DETERMINE APPROVAL OF THE ARCHITECT AND ENGINEER. MIN. EDGE DISTANCE OF 1/2' U.N.O. ON PLANS. THE ADEQUACY OF THESE PORTIONS OF THE TRUSS. THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF WASHERS ARE REQUIRED WHEN PAF ARE USED WITH WOOD MEMBERS. PROVIDE CONNECTION DETAILS FOR ALL TRU55- TO -TRU55 CONNECTIONS IF REQUIRED. CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERT15E IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. ROOF SHEATHING: TOP CHORDS SHALL BE DF LUMBER. 5/8' NOMINAL ROOF 514EATHING 15 REQUIRED. IF ANY ERROR OR OM155ION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED BY THE FABRICATOR TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL NOTIFY THE OWNER IN WRITING OF SUCH OM155ION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL ALL ROOF SHEATHI MUST BE APA RATED PLYWOOD SHEATHING (32/16 MIN.), EXPOSURE 1, SIZED ! OR SPACING. UNITS. RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. PANELS SHALL BE INSTALLED WITH 114' SPACING AT END JOINTS AND 1/8' SPACING AT EDGE JOINTS MINIMUM. PROVIDE ALL WEB AND CHORD BRACING AS REQUIRED BY THE TRU55 FABRICATOR. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FIN15HE5 AND DIMENSIONS. DIMENSIONS PROVIDED ON IOd COMMON (0.148' DIA. WITH 1 3/4' MIN. EMBEDMENT INTO SUBSTRATE) AT 6' O.C. AT SUPPORTED PANEL EDGES AND 12' ENGINEERED WOOD PRODUCTS: THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. O.C. AT INTERMEDIATE SUPPORTS U.N.O. ON DRAWINGS ARE REQUIRED. J015T TYPES AND 51ZE5 NOTED AS MANUFACTURED BY STANDARD STRUCTURES INC. DRAWINGS ARE NOT TO BE SCALED. PLYWOOD SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. JOISTS TO HAVE THE LOAD CARRYING CAPACITY IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED LOAD TABLES AND ICBO REPORTS. ANY JOIST SUBSTITUTION MUST MEET OR EXCEED THE SPECIFIED JOISTS MANUFACTURER'S PLSL1514ED LOAD SWM DRAWINGS: FLOOR SHEATHING: TABLES AND ICBO REPORTS FOR MOMENT CAPACITY, SHEAR CAPACITY AND 'El'. SUBMITTAL OF CALCULATIONS ONLY SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING, ITEMS, 3/4' NOMINAL FLOOR 514EAT14ING 15 REQUIRED. WITHOUT EXCEEDING THE SPECIFIED JOISTS CAPACITIES 15 NOT ADEQUATE WITHOUT ENGINEERS PRIOR APPROVAL TO REINFORCING STEEL SUBMITTAL. PREFABRICATED TRUSSES ALL FLOOR SHEATHING MUST BE APA RATED TOG 5TURD -I -FLOOR PLYWOOD SIZED FOR SPACING (48/24 MIN.). SUBMIT MIX DESIGN FOR REVIEW FLOOR AREA= PANELS SHALL BE INSTALLED WITH 1/8' MINIMUM SPACING BETWEEN EDGE AND END JOINTS. GLUE AND NAIL TO ALL LIVE LOAD: 40 PSF THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE REVIEW WILL BE SUPPORTS AND BLOCKING. DEAD LOAD: 14 P5F FOR THE DESIGN INTENT ONLY. THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND TOTAL DEAD AND LIVE LOAD: 54 P5F SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW. WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE IOd COMMON (0.148' DIA. WITH 1 3/4' MIN. EMBEDMENT INTO SUBSTRATE) AT 6' D.G. AT SUPPORTED PANEL EDGES AND 12' RETAINED BY AUE. Q.C. AT INTERMEDIATE SUPPORTS U.N.Q. ON DRAWINGS ARE REQUIRED. JOISTS MUST HAVE MAXIMUM DEFLECTIONS FOR FLOORS OF LL/480, TL/240 AND FOR ROOFS OF LL/360, TL/240. FOOTING AND FOUNDATION LOADING: FLOOR PLYWOOD 5WEAT14ING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO 5UPPORT5. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER TO PROVIDE ALL JOIST HANGERS. ALLOWABLE 501L BEARING PRESSURE: --------------------------------------------- 15M P5F EXPOSURE DURABILITY CLASSIFICATION 'EXTERIOR' SHALL BE REQUIRED FOR ALL DECKS, EXPOSED SURFACE WALK- WAYS, SUBMIT SHOP OR LAYOUT DRAWINGS AND REQUIRED CONNECTION DETAILS FOR REVIEW OF DESIGN INTENT BY THE ENGINEER ALLOWABLE 501E FRICTION COEFFICIENT: ----------------------------------------- 0.35 ETC; AND 'EXPOSURE N 15 REQUIRED FOR INTERIOR USE. PRIOR TO FABRICATION. ALLOWABLE EQUIVALENT ACTIVE YIELDING FLUID PRESSURE: _ _ _ __ _ __ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _35 PCF ALLOWABLE EQUIVALENT ACTIVE RESTRAINED FLUID PRE55URE: ------------------------ 50 PCF C1/EN,�,I(AL $ : SPINAL I . SPECIFIED SOIL DEN51TY: -------------------------------------- - - - - -- ----- - - - - -- 135 PCF STRUCTURAL WOOD � GE�ER11L REMEMOM ALLOWABLE PASSIVE EARTH PRESSURE: --------------------------------------------- 300 PCF JOISTS---------- - - - - -- D.F. #2 ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2003 IBC, CHAPTER 17. BEAMS AND POSTS -------------- D.F. ><I, . STUDS ---- D.F. #1 OR BETTER. ALL INSPECTIONS AS REQUIRED BY SECTION 109 OF THE 2003 INTERNATIONAL BUILDING CODE ARE REQUIRED. IWPECT06 ALL SOIL CRITERIA M UST BE VERIFIED IN T14E FIELD. ALL DATA LISTED WAS ASSUMED PER INFORMATION PROVIDED. SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. ALL FOOTING DIMENSIONS ARE MINIMUMS. GA8RAL ALL TIMBER DIMEN510N5 NOTED ARE NOMINAL. CITY INSPECTION i5 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ALL FOOTINGS SHALL REST ON COMPACTED 5TRUUCTURAL FILL OR L*Vc.. 'JRBED EARTH. ALL WOOD ADJACENT TO OR WITHIN I' OF CONCRETE OR CMU OR WITHIN 6' OF EARTH SHALL BE TREATED WITH AN ANY WORK W14IC4 HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND /OR THE CITY APPROVED PRESERVATIVE. INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. REINFORCED C04CPHE M U MILD STEEL PLATE WA54ER5 ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT CUT WA514ER5 SHALL WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK. T14I5 MAY - MINIMUM STRUCTURAL CONCRETE: Vc = 2 psi, (28 -DAY STRENGTH (1''c)) BE PROVIDED AT SILL PLATES. BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTUREP, SLAB ON GRADE: f c = 2 500 psi ' ALL MINIMUM NAILING SHALL MEET THE REQUIREMENTS OF TABLE 2304-91. OF THE I,@� U.N.O. ALL NAILS ARE TO BE 'C01"�'ION' THE SPECIAL WSPECTOR MAST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE f�D&A (10d NAIL DIAMETER TO BE 0.148 , 16d DIAMETER TO BE 0.162'). ��� TO THE SATISFACTION OF THE BUILDING OFFICIAL. ALL EXTERIOR, D(P+OSED CONCRETE SHALL NAVE 59 -7Z AIR BURAIWIENT. THE CONTRACTOR 15 RE5PON.�IBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST NAILS PLACED IN TREATED TIMBER SHALL BE GALVANIZED. ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED L N LE55 OTHER CONDITIONS ARE AGREED UPON. CONCRETE 5LUMP SHALL BE 3' MAX PRIOR TO ADDITION OF ADMIXTURES AND W MAX SLUMP AFTER ADDITION. ALL FRAMING GOMrECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC. OR ENGINEER APPROVED EQUAL. FOLLOW ALL WIMIDIOn OF � INSPEC CALCIUM CHLORIDE MAY NOT BE USED. ' hWMUFACTURERS REif�UIRFMENTS AND TtONS. THE SPECIAL INSPECTOR MUST WORK UNDER THE 5UPERV15i0N OF A WASHINGTON LICENSED CIVIL ENGINEER. NOMNAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4' MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER ALL TREATED WOOD SHALL BE BRANDED WITN A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU THE SPECIAL INSPECTOR MUST PER50NALIY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF T14E OR EQUAL. WORK REPORTED ON. ALL CONCRETE SHALL NAVE 5 1!1 5AGC5 MINH"UM1 OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER /CEMENT RATIO x.47. ST ANDARD FRAMW MIX G-60w&jlh'�wnl;w THE SPE�GIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND DI�I�tNEFR_ ANY FLYASH MAY BE U51 ED TO REPLACE UP TO A MAXIMUM OF 5S OF CEMENT BY WEIGHT. A M'NNNM'NJI"I OF TWO CRIPPLE STUDS SNAI.I 8E USED UNDER EACH SIDE OF ALL 4x HEADERS, U.N.O. D15CREPANGES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT A MINIMUM OF THREE STUDS ARE REQUIRED UNDER ALL 6x BEAM, GIB, OR GIRDER TRU55, U.N.O. CORRECTED TO THE BUILDING DEPARTMNT AND ENGINEER. COICRETE COVER FM STEEL 15 AS FOLL&& INTERIOR WALLS ARE TO BE 2x� p 12' 0_G. U.N_0. THE FINAL REPORT SHALL BE 516NED BY A WASHM RK NGTON LICEN5ED CIVIL ENGINEER AND SHALL STATE THAT T14E WO WAS FOOTING5 AND OrWER iWORM D SURFACES, EARTH FACE: 3' IN CONFORM44CE WITH THE APPROVED DRAWINGS AND 5PEGiFICATI0N5 AND THE OF FORMED SURFACES IN DIRECT CONTACT WITH EARTH: Z` 18C. ]BEAMS, COLT Mks, AND SURFACES EXPOSED TO WEATHER: 11/2' EXTERIOR STUD WALLS ARE TO BE 2z6 p f6' O.C., U.N.O. SLA85 AND WALLS (INTERIOR FACE} 314' SPMFX SPffA& . SIMPSON'S 'PC' CDNi6CTOR 54A.1 BE USED FOR BEAM TO POST CONNIECTION W14ERE BEAM SPAN 15 4'4 OR GREATER ALL CONCRETE WERE THE YE STRENGTH (f c) f5 GREATER THAN 2,500 P51 D(G8'T AT SLAB ON GRADES. RENFORMG STEEL: ALL TOP PLATE SiPLiCFS SHALL BE EITHER SUMP -�ONI 5172215 OR 4' M1NIM'EJM LAPPED P "�.ATES WITH (t0) bbd EACH SIDE PLACEMENT OF ALL BOL REINFOfaCM, EME EDS, OR P05T TENSION CABLES IN CONCRETE OF SPLICE_ STANDARDS FOR ALL REfFORCNG STEEL. A5TM Ably GRADE 60. 'SAAR 14411 NOTF� ALL SHEATHED DU4PHRAC4't5 INCLUDING SWEARS WALLS, FLOORS, AND ROOFS. DETAILWG ;A�6, HOOKS, SP1J�Y5, ETC) SAL BE IN ALCORD�ANCF WITH AU 35 AND 316 (LATEST Et�TK0T�1). NAIL 6V �rERM WALL APA RATED SIfATHM (VA6) i= U COMMON (0.I5' DIA. WIT,4 1 3/4" MIEN. ElInrINi W TO ALL EP MT GiaOUTMG OF BOLTS OR RE*fORCING BARS. IMIN UM ? LAP AT ALL COWnMnl5 RENFJRC81ENT: 30 BAR EILAMETER5 OR I'4' U.N.O. 5 BSTRATE) PER SWEAR WALL SC}KEDII ANY SPECIAL GRADING, EXCAVATION AND FILLING_ CSR BARS 5HAi.1 9E PROVIDED AT ALL CORNERS AND WALL OR FOOTNG NTER5fa DNS. GORIER BAR LAPS SHALL BE A M~ HA!iWG 044EN NOT 5PEC RED SMALL BE 10d @ 6' O.C. AT ALL BLOCKED PANEL EDGE5 AND 12' O.C. AT M%ilP, OF 30 BAR DIA TEES � �' INTERMEDIATE 5UPPORRTS (Ifni FIELD), EDGE BLOCKING t5 REaARED AT SWEM HALLS OWT, U.Ko. THAT SOIL CONDIT06 ARE S MTANTL4L.LY IN W TH A56UPED V ALUES. Au. OQEJ0G5 IN CON OZETE 5LJIB5, WALLS, ETC. MMT HAVE (2) 95 111N. U.N.O. TRIM BARS ALL ARAB T? IE OPIENiiG. TRrI BLOCK SNEATNWG EDGE5 AT SMEAR AALL5 WHERE 5140M ON i Y'PICAL DETAIL AND SCidE LU. Tr►T SOIL EXCAVATIONS DffW TO PROPER DEPTH AND BEARING STRATA, BARS MUST D(TM 1 PAST EVER:' COR E3Z 10d KA+,.r AT 4' ON CD(TER'S MII SHALL BE USED TO "L ROOF 5kEATP" OR FLOOR 5i4EATNNG TO T-E TOP OF : FIE_ -; BEW*6 OF BAiZ5 PART,.k v U13EDDE" 1% "MDENED G0402�r 5 NC" .AL`-CNED : LE56 APPROVED BY It 54EM NAB. OR DRAG 5T! -,'r U.k.J_ TWESE DOCIAINT5 AND - WE DE5sGN ARE 5r"FMFiC TO TAS PROJECT O T AND MAY NOT BE REUSED N ANY HAT NTWOUT = S7 C�. IL E fii�1T'�i APPROVAL OF 1�iR � L 5DER�r OCAI -Va. '` 5 JUR NCTWT TiAr "'45 DESiC�I STS THE trORMo L S�SQr A35 CJ:'S A' 4D' G.C. 00. ARE _0 CO�C' TOP OF SEM A A"� i 0 .A71575 DR HIOOGNG AST - 571 ANDARL OF CARE W i i ! TR5 NOUS ; ". 40 OITIHR WARRAINTY 5 P OODED OR tlRjED_ 5T MDAI?D =GR A ... OC—DED AIRE "ESN AST} A -M_ ;.AP ALL 0GE5 I Vl `ESP : wVFlr. r%A : WE STEM AAL- 5GAEDLLE FOR R)RT.$7 rf; T1Ok- A- +REOFORCM 5713 Si;Alt BE FREE OF GREASE: Or OR Ilk. ---- T.C. AT T*E T3'E OF COCZETE P -ACS'. W—rWo ifid A 4 ' 01 � 944.. BE JSD TO %&L. W P - A T E OF SHEAR kL 'rD FRAI'-411 BELOk J NL 55 tiCTED COL S Sik_ BE PER :'...MIS OR AP'o'RDrED BY DrGMEgc OT49aWISc IN '-E 5" btkl SG4JUIE_ IEEDMEi smosimm `00 5 i UM 10410'%A' ARf REQARED AT Tpf M 7 5s4E M r0l..5 STAW+4C5 =M +C.& - AWj OF BARS A05L APG DIA- 5TAG[IR AL 5 EA-; 4Wls EDGES AT 5T'.p- w�. r te +�..�J � ,L . r �/ + k WT �A _ W V i/.� � � ' �/ r T� � � 1 "4�.� � jK =E CAr� EQLftALE%T OF OXAG 5 — it& -it BARS SMALL i3E CA16 ATD FRU" ; ME 0*?% It D ASWED 4EAVY t* NW. TO r4k.. L"5 34 M= 40 4M --* LAN5 04XA -- Z - 5 V/` V _ OF SWM I� Corte - 04 A5 SHOW IN -W MR. TEST REPOR . F MIL.. 'EF REPUM AM WT AVAL A&L. A a **4Lr5I5 SVC-� BE PV40E of BARS r 5erATfj F nN E o BE WELDIED_ `4 CAREM EaNAU s (C-L) SOu NOT E EIiC.JS46 KtM TO slEAit OULL Ch FSLAA15 +4XATE5 `yK OF SWEM WA.- 55 AS � A11% T O " IffT TW H Flai ruT EK d5w im L" MZ 9WL BE A� 00 CIF SEM MAUS SWIX& Ch CF T$"Pilk SFEC MISF6CTCk 5 REQXMD FM A" FIEF, W.A)MFs. 5PL.E DGUILE TOP PLATES WM (K) Gd W&S EAC�o SiM OR NITN SWIM 57 STRAP. 5H TLE SffSM CA r^ffi 40 CDC RMT FOR T* LW5 40 ETA" CE EACH TYK CF 41EP -010110 NO Ir11 ACT'JllE S Ml5TAL1AT01 T ob t R FOR CB coQ�e GpmpLiA p A � 7 NZ5 0ty gf -V Ile it � G ON RECEIVED CITY OF 7"LIK Ni A AM 071 - K-RM! T CEN ER a" 27TW PLAN, 50T'E 20C 8Ek I EAX- bill 4 11M F% 425 FAX 425 6i4 -VW 94:0 -IEW CQ" ^11 8%51 m m �t m 0 -* � e �- c m 9 N O�Cs� o 6 m ; b I 61 4 b Elf 2 w is E g � NMI b=s a � 6 =i l J J . Cn Lu lu m � LU �-- o c) Z W = � Z Q Lu C� Lu go 6 m ; b I 61 4 b Elf 2 w is E g � NMI b=s a � 6 =i l } �T r • 5/84 X 2' -6' PLAIN REBAR TO MATCH SPACING OF 5LAC REINFORCEMENT WITH ONE END GREASED OR WRAPPED IN BUILDING, PAPER V 1 e TYP. 5LAB ON GRADE PER PLAN 4' GRAVEL 1/2' PRE - FORMED EXPAN51ON JOINT MATFRIAI_ IN CON5TRUCTION JOINT N C14 PLASTIC 'ZIP STRIP' OR SAWCUT d e ° ° • ° a • TYP. SLAB ON GRADE PER PLAN T• I 50.2 4' GRAVEL VAPOR BARRIER 4' FREE DRAINING BACKFILL SHRINKAGE .KNNT TYPICAL SLAB JOINT SCALE: N.T.S. CORNER BAR PER CORNER BAR NOTE. CORNER BAR PER CORNER BAR NOTE. l qr . ° CMTI�Ir nCD ni A ►1 '--EXTEND TYP HORZ REINFORCEMENT I TO CENTERLINE OF WALL OR FOOTING AND TERMINATE WITH STD NOOK EXTEND TYP NORZ REINFORCEMENT CAS€ I TO FAR 51DE OF WALL OR FOOTING AND REINFORCEMENT AT CENTERLINE OF TERMINATE WITH STD NOOK WALL OR FOOTING AT CORNER. C ASE 3 REINFORCEMENT ON BOTH SIDES OF CORNER BAR PER CORNER BAR NOTE. WALL OR FOOTING AT CORNER. ALTERNATE NOOK. CORNER BAR PER CORNER BAR NOTE. a d. a A . . a a 4 EXTEND TYP NORZ REINF EXTEND TYP HORZ R INF N- ' u'�"'"v rvR r'rr: TO CENTERLINE OF WALL OR FOOTING AND E TRENCH PARALLEL TO TERMINATE WITH STD M TO FAR SIDE OF WALL OR FOOTING BELOW T1415 LINE I FOOTNG AND TERMINATE " !I M I1 � 1II _ NO PIPES TO BE PLACED WITHIN THIS HEIGHT NOTE: FOUNDATION WAIL IS NOT �FIOMN ao Uri O qw t U. c ~ CID w _. REINFORCEMENT AT G ENTERUNE OF CASE 4 ly WITNSTD NOOK "� ~�L �I�.D. SLEEVE SHALL BE 2' (MIN.) WALL OR FOOTING AT 'T REINFORCEMENT ON BOTH SIDES OF LARGER THAN O.D. OF PIPE COtlER BAR NOTES: WALL OR FOOTING AT 'T' I) FOR CM, CORNER BAR LENGTH SHALL BE AT LEAST 40 BAR DIAMETERS. E NOTES ON FOUNDATION PL FOR ADDITIONAL. 2. PIPE /CONDUIT MUST RUN PERP. 7FIRU WAIL. 2) FOR CONCRETE, CORNER BAR LEMGTNS SHALL BE AT LEAST 30 BAR DIAMETERS. 3. VERTICAL AND HORIZONTAL CLEAR SPACE BETWEEN ADJACENT PIPE SLEEVES SHALL 3) MIN BAR LENGTH IS i'-b' UNLESS WALL. IS RETAINING SOIL THEN MIN 15 3' -6' NOT BE LESS THAN THE DIAMETER OF 714E LARGER SLEEVE. 2 TYPICAL CORNER BAR DERAILS 3 TYP FOOTING AT PIPE OR CONDUIT lk 50.2 SCALE: N.T.S. soz SCALE: Nrs MINIMUM STRAIGHT DEVELOPMENT LENGTHS (Ld ) ADEQUATE THREAD EXTEN51ON FOR ATTACHMENT OF ALL MATERIALS STD. HEX NUT BOLT DIA. IV MINIMUM EMBEDMENT ANC14OR BOLTS IN VERT SURFACE ANCHOR BOLTS IN NORIZ. SURFACE 1/2' 5' 7' 5/8' 5' 7' 3/4' 5' 7' 7/8' 0 8' 1' 7' q' I VB' 8' IV NDTE: ANCHOR BOLT EI'BEDPIIBdT IN VERT. SURFACE APPLIES TO CONC. ONLT. 5 TYPICAL ANCHOR BOLT soy l sca.F: I MAX b� OFF 5E. b OR 4 :12 IN VAPOR BARRIER ______/ 4' FREE DRAINING --� BACKFILL `� 12 ENDING SCHEDULE r� \ FOR 5TiP5 t TIE5 SCALE: arts BAR SIZE Pc = 3000 psi Pc = 4000 psi F'c = 4000 psi TOP BARS NOTES: 1. 'TOP BAR5' ARE HORIZONTAL BARS WITH MORE THAN 12' DEPTH OF TOP BARS OTHER BARS TOP BARS OTHER BARS #3 #3 161 13 1 4 �� �, 22' 22' 17' 1 91 ' 15' CONCRETE CASE BELOW THEM OR THE #5 27' 21' 2 15 1 TOP LAYER OF REINFORCING IN A #6 35' 27' 31' 24 1 MEMBER WITH MULTIPLE LAYERS. #7 48" 37' 42' 320 2. IF CLEAR CONCRETE COVER 15 NOT #8 63' 4q' 55' 42' GREATER THAN THE DIAMETER OF THE #q BO' 62' 69' 53' BAR OR IF THE CENTER -TO- CENTER #10 IV 78' BB' 681 SPACING 15 NOT GREATER THAN 3 BAR #11 125' 96' 108' &3' DWlEtM, THEN VALUES SHALL BE EQUAL TO OR GREATER THAN 2' #7 15' INCREASED BY 43x. 3. EMBEDMENT NL15T BE IN51DE COWINED INCREASED BY 432. MINIMUM LAP SPLICE LENGTHS (id ) BAR 51ZE PC - 300D psi Pc = 4000 psi NOTES: 1. 'TOP BARS' ARE IMZONTAL BARS WITH MORE THAN 12' DEPTH OF TOP BARS OTHER BARS TOP BARS OTHER BARS #3 21' 16' 18' w #4 28' 22' 24' !2' CONCRETE CASE BELOW THEM OR THE #5 35" 27' W 23 1 TOP LAYER OF REINFORCING IN A #6 46' 35' 40• 31 0 MAR WITH MULTIPLE LAYERS. 47 63' 4b' 54' 2. IF CLEAR CONCRETE COVER 15 NOT #8 b2' 63' 71' S5• GREATER THAN THE DIAMETER OF THE #q ice' 80' w F'c = 4000 psi BAR OR IF THE CENTER -TO- CENTER SID 132' 102' 114' q' SPACING 15 NOT GREATER THAN 3 BAR #ll 162' 125' 140' 108 , THEN VALUES SHALL BE 13' 11' EQUAL TO OR GREATER THAN 2' #7 15' INCREASED BY 43x. REINFORCEMENT 61 SPLICE AND DEVELOPM W.2 I MINIMUM EMBEDMENT LENGTHS (Ldh) FOR STANDARD END NOOKS EMBEDMENTS FOR GENERAL USES: BAR SIZE F'c - 3000 psi F'c = 4000 psi NOTES: I. COVER MUST BE EQUAL TO GREATER 43 b' 6' #4 8" 7' THAN 2 1/2. #5 IO' q' 2. END COVER FOR 90' NOOKS MUST BE 46 !2' 10' EQUAL TO OR GREATER THAN 2' #7 14' 12' 2. END COVER FOR q0' HOOKS MUST BE #8 Ib" 14' EQUAL TO OR GREATER THAN 2' #q 18' 15' #10 20" 17' #11 22' 19" O a EMBEDMENT5 IN 514EARWALL BOUNDARY ELEMENTS OR IN SEISMIC FRAME ELEMENTS BAR 511E f c = 3000 psi F'c = 4000 psi NOTES: 1. COVER MUST BE EQUAL TO GREATER #3 7' b' #4 q' 8' THAN 2 V2'. icy 11" Of 2. END COVER FOR 90' HOOKS MUST BE #6 13' 11' EQUAL TO OR GREATER THAN 2' #7 15' 13' 3. EMBEDMENT NL15T BE IN51DE COWINED #8 17' 15' BOUNDARY ELEMENT OR WITHIN FRAME #9 Iq' !7' TIES. #10 22' Iq' 4. qI7 NOOKS ONLY #!I 24' 21' EN 7 SCHE 4:7 RECEAIED Cry C* Ply :3" 2 ��. SLWT M aEU.,EAX bqb% 11101W5 QS Gry"44� FM- Q5 &4 -~ W(OW- aM N.T.5. S d BAR DIAMETER D = bd FOR #3 T142U 18 D = 5d FOR 09 TNft #II D = 10d FOR #14 THRU #t 1 C J U Q let bg It 1 91, FIN I IAI�ll f lk Da#w 0-07.2006 Scvl� Draw, � Job #:24= l S REINFORCEMENT PER PLAN AND DETAILS n USE THE SAME 51ZE AND NUMBER AS I _b THE FOOTING REINFORCEMENT. n, I , -6 1 d .. ° d ° o' 4 4 4 1. , C W ° REINFORCEMENT PER PLAN v ° AND DETAILS ° N 4 . 4 a USE THE SAME SIZE AND NUMBER A5 . ° ° .4& . L II - b' THE FOOTING REINFORCEMENT. ° ° ' 4 G .old. 'i I' -0' ��\�� \�` TYP FOOTING PER PLAN AND DETAILS 4 TYPICAL STEPPED FOOT_I 50.2 SCALE: 3/4'=14 90' NOOK ONE END ONLY (ALTERNATE BENDS AT INTERIOR BEAMS- LOCATE ON SLAB SIDE OF EDGE BEAMS 135' BEND (IOd OR 4' MIN.) 135' BEND (IOd OR 4'1 ALL NOOKS AROUND LG. W BEND (IOd OR 4' MIN.) CAP BAR (WHERE SRS) r-- IW BEND (10d OR 4' MIN.) ALL NOOKS 4 BENDS AROUND LG. REINF. BEAM STIRRUP OR HOOP CONTINUOUS CL05ED TIE 90f HOOK ONE END ON.T i ALTERNATE Qom'') l0d OR 4' MIN.) CR056 71E (WHERE OCCURS COLUMN TIE OR HOOP � TYPICAL STIRRUP, 7 � T IE HOOP OR CROSS -TIE DERAIL W.2 1 SCALE: N.T.S. RED ��p,NC CODE CCM �f a* jam +�� city J U Q J W U) W Z o=:) .--. =O Q lu ic Z Z =3 O a IL � J t...� Q CIL let bg It 1 91, FIN I IAI�ll f lk Da#w 0-07.2006 Scvl� Draw, � Job #:24= l S REINFORCEMENT PER PLAN AND DETAILS n USE THE SAME 51ZE AND NUMBER AS I _b THE FOOTING REINFORCEMENT. n, I , -6 1 d .. ° d ° o' 4 4 4 1. , C W ° REINFORCEMENT PER PLAN v ° AND DETAILS ° N 4 . 4 a USE THE SAME SIZE AND NUMBER A5 . ° ° .4& . L II - b' THE FOOTING REINFORCEMENT. ° ° ' 4 G .old. 'i I' -0' ��\�� \�` TYP FOOTING PER PLAN AND DETAILS 4 TYPICAL STEPPED FOOT_I 50.2 SCALE: 3/4'=14 90' NOOK ONE END ONLY (ALTERNATE BENDS AT INTERIOR BEAMS- LOCATE ON SLAB SIDE OF EDGE BEAMS 135' BEND (IOd OR 4' MIN.) 135' BEND (IOd OR 4'1 ALL NOOKS AROUND LG. W BEND (IOd OR 4' MIN.) CAP BAR (WHERE SRS) r-- IW BEND (10d OR 4' MIN.) ALL NOOKS 4 BENDS AROUND LG. REINF. BEAM STIRRUP OR HOOP CONTINUOUS CL05ED TIE 90f HOOK ONE END ON.T i ALTERNATE Qom'') l0d OR 4' MIN.) CR056 71E (WHERE OCCURS COLUMN TIE OR HOOP � TYPICAL STIRRUP, 7 � T IE HOOP OR CROSS -TIE DERAIL W.2 1 SCALE: N.T.S. RED ��p,NC CODE CCM �f a* jam +�� city s • MIN. (2) STUDS AT END 0 SIMP51 PER P 51MP5ON A35 TOP AND BOTTOM WHEN MULTIPLE KING STUDS ARE REQUIRED. (4) 16d NAILS MIN INTO HEADER KING POST. AT OPENING5 6' AND WIDER, A MIN OF (2) ARE REQUIRED. AT REFER TO SNEARWALL SCHEDULE AND DETAILS FOR 511E AND NIMIBE 2 REQU IRED. EARWALL EDGE NAILING DET- ( I I BE FLUSH WITH — — I PLYWOOD SHEATHING PER I I I I ( ( I SNEARWALL. — J I _ I 5HEARWALL SCHEDULE I I I I I I I I I GENERAL NOTES: �• I I I I I I PROVIDE BLOCKING AT ALL I I I I I i I I I 1) 514EATHING ON ONE 51DE OF 5HEARWALL EDGE NAILING PER SNEARWALL I PANEL EDGES PER I I I I I I I I I MUST BE NAILED COMPLETELY BEFORE SCHEDULE AND 5HEARWALL EDGE I I I I I I SNEARWALL SCHEDULE (TYP) A l l I! A I I 11 FRAME INSPECTION. NAILING DETAIL (FULL HEIGHT). I •I I I I I U- I I I I I I I TRIMMER STUD. 2) FRAME INSPECTION MUST BE DONE I I I I I I PANEL JOINT. EDGE NAIL PER �5 I I I I I I , I COUNTER -SINK BEFORE INSTALLING SHEATHING ON ON ! I I i I I I I W - L SCHEDULE AND z I I I THE OTHER SIDE OF WALL. HOl.DOHN� �`'T I SNEARWALL EDGE NAILING DET. I I I I I I I I FOR NOLDOWN BOLTS 3) ENTIRE 5HEARWALL MUST BE INSPECTED MULTIPLE - STUD P05T I I I I~') I I I I I I I I I AS REQUIRED AT EA END OF SNEARWALL. ( I I I I I FIELD NAIL PER 5HEARWALL I _ _ _ _ I I I BEFORE INSTALLING WALL COVERING. I I I I I I I SCHEDULE AT ALL NON -JOINT I ( I I I I _ NOLDOWN PER PLAN 4) STUDS p 16' OC MAX TRIMMER STUD. COUNTER -SINK I II I I I I STUDS. I I I I 11 I I I SEE NOLDOWN DETAIL FOR NOLDOWN BOLTS AS PANEL JOINT I I I I I! I I I I I I .- ,, FOR CONNECTION INFO. REQUIRED I I 11 I I z EDGE NAIL PER 5HEARWALL i i I I I I I I I 44 ERE APPLICABLE 11 I I I I SCHEDULE AND SNEARWALL I I I I I I I I I I I I t EDGE NAILING DETAIL. I I I I III I FOUNDATION OR CONCRETE 1 N I WALL PER PLAN. .. . i j� PANEL JOINT • A. ".4 1 ... I < ° �I �j SILL PLATE BOLTING (OR NAILING) ' • :• (. NOTE: STAGGER PANEL JOINTS r • , - PER • SNEARWALL SCHEDULE AND ° • a I I • WHERE SNEARWALL SCHEDULE P TYP SILL PLATE BOLTING DETAIL. �'I ��r .; . .� SPECIFIES PANELS ON EA SIDE OF WALL. (' TYPiCAL 5 A5 S�MSLY TYPES I — III _ J SECTION A -A SNEAKWALL fKAI"IIN(x IJUIJK UK WINiXJiN HkAMK SEE 54EARWALL SCHEDULE EDGE NAILING PER 5HEARWALL SCHEDULE. PER PLAN. CONNECTION FOR MINIMUM SIZES OF ALL STAGGER NAILING AT TOP PLATES PER DETAILS STATED ON . FRAMING MEMBERS PLAN. STUD AT PANEL EDGE. SEE -X SNEARWALL SCHEDULE FOR `- - - , , PANEL .JOINT. EDGE NAIL PER T _ .TI I E MIN SIZE. r __ ~ _ y �� — r-I a ADD SHEATHING 5HEARWALL SCHEDULE AND I I I I I I I I I I I I I I I I AT OPENINGS TO SH I I I I CONT DOUBLE TOP PLATE i- NEADER PER PLAN 0 0 0 O � .i e 0 SIMP50N PC CAP � niH of (z) 2r re � Aosrs LINO ON PLAN � (3) Dc BUILT -UP POST (OR � EQUIVALB�IT SOLID POST) ORIENTATED AS Si" OR ROTATED CO. UNO ON PLAN. USE � 16d NAILS E 16' O.0 AS SFIOM@I � TO ASSEMBLE BURT -UP PQST.- TYPICAL HEADER DETA PROVII BELOW WALL FLOOR PER R kR WALL �E PER >R JOI5T5 PLAN JR WALL N PER Mrenn (z) snms AT NIXLY4N 51RRP 61 TYPICAL HOLDOWN STRAP AT FLOOR 503 SCALE: y4 =1 ai • .A '21 2k 5114EAn41% AND wuurG PER SWARWALL SCHEDULE _- EDGE NAILING AS RHAkRED BY SFIFARYIAIl 504EDIAE STUDS PER SNEARY{A:1 — saamIU.e (DOUBLE 2c MIN) `- Si�FATHING H*W REQX FD PER PLAN AND sHEaRHALL 5CWEDULE DOIJBI-E 2z MN 5MLEF 29 5nJD iiNERE NO STRAP OR HOLDDOW OCCURS lid MLII NG TO MATCH 5HEAbt4LL pkCL EDGE NMJK. 5TAG a BETwEE N SPAS. EXTEND SAEATO" Y AS 5 OM -16d NAILING TO MATCH SHEARNALL PANEL EDGE NAILING. 5TAC,GER BETWEN 5 rUID5. 16d NAILING TO MATC14 PAS- EDGE NAILING, STAGGEREC 10 TYPICAL SFIEARWALL INTERSECTIONS 503 srxe: r.r-0 • ar_NCKAL PANEL NAILING MEMBER SILL PL TO CONC - PL TO WOOD 0 20 ° A f • SHEATHING SIZE -- \1 Il 1 1 PL ANCHOR d e - • e • Z � / TRANSFER WALL 4 '' • KE �E NQ ES . ANCHOR BOLT PER BOLT .101ST. SPACE ROWS 1/2' APART AND STAGGER. 5Ck4EDLU PROVIDE PW CLIPS �111i r -- - 15/32' 5TRUCT II, - 4r - 4 20 AB. STUi7l5I U TS 5 DS EMBEDMWT 2x 16d 0 4' OC A35 CLIPS I N0: t- ;2 56 &6 2 5D5 ✓40 X Y 51CREAS 7 1) 195TAL. RXDDOW N ACCORDANCE PtU I F 5a5 ✓40 X Y SCR'r P45 2,F � � ■� ����� 'i 3 I 4 BOLTS J 30' TS 11 PROVII BELOW WALL FLOOR PER R kR WALL �E PER >R JOI5T5 PLAN JR WALL N PER Mrenn (z) snms AT NIXLY4N 51RRP 61 TYPICAL HOLDOWN STRAP AT FLOOR 503 SCALE: y4 =1 ai • .A '21 2k 5114EAn41% AND wuurG PER SWARWALL SCHEDULE _- EDGE NAILING AS RHAkRED BY SFIFARYIAIl 504EDIAE STUDS PER SNEARY{A:1 — saamIU.e (DOUBLE 2c MIN) `- Si�FATHING H*W REQX FD PER PLAN AND sHEaRHALL 5CWEDULE DOIJBI-E 2z MN 5MLEF 29 5nJD iiNERE NO STRAP OR HOLDDOW OCCURS lid MLII NG TO MATCH 5HEAbt4LL pkCL EDGE NMJK. 5TAG a BETwEE N SPAS. EXTEND SAEATO" Y AS 5 OM -16d NAILING TO MATCH SHEARNALL PANEL EDGE NAILING. 5TAC,GER BETWEN 5 rUID5. 16d NAILING TO MATC14 PAS- EDGE NAILING, STAGGEREC 10 TYPICAL SFIEARWALL INTERSECTIONS 503 srxe: r.r-0 • ar_NCKAL PANEL NAILING MEMBER SILL PL TO CONC - PL TO WOOD SHEAR ° A f d SHEATHING SIZE -- \1 FooTNG PER PL ANCHOR d e - • e f TRANSFER WALL 4 3) FOR TYPE II t III INTERIOR SHEARWALLS AND MERE KE �E NQ ES . ANCHOR BOLT PER BOLT .101ST. SPACE ROWS 1/2' APART AND STAGGER. 5Ck4EDLU PROVIDE PW CLIPS HOLD" 50CA LE OF 3 OF COVER AT 15/32' 5TRUCT II, - 4r REOD. ANCHOR BAIT 80TTQ'1 t SIDES OF BOLT HO AB. STUi7l5I U TS 5 DS EMBEDMWT 2x 16d 0 4' OC A35 CLIPS I N0: t- ;2 56 &6 2 5D5 ✓40 X Y 51CREAS 7 1) 195TAL. RXDDOW N ACCORDANCE PtU I F 5a5 ✓40 X Y SCR'r P45 2,F � � ■� ����� 'i 3 I 4 BOLTS J 30' TS 11 2" ODE DEBXE 2 : ATNuMG `OO��Gfi STAGGERED /fir LMA • OG TYPICAL 14OL ANaoI� 9oL i 16d p 6' OC p 12' OC > AT (CONVENTIONAL FOUND ATION 50.3 12' OC sCALb 3r414'-& PROVII BELOW WALL FLOOR PER R kR WALL �E PER >R JOI5T5 PLAN JR WALL N PER Mrenn (z) snms AT NIXLY4N 51RRP 61 TYPICAL HOLDOWN STRAP AT FLOOR 503 SCALE: y4 =1 ai • .A '21 2k 5114EAn41% AND wuurG PER SWARWALL SCHEDULE _- EDGE NAILING AS RHAkRED BY SFIFARYIAIl 504EDIAE STUDS PER SNEARY{A:1 — saamIU.e (DOUBLE 2c MIN) `- Si�FATHING H*W REQX FD PER PLAN AND sHEaRHALL 5CWEDULE DOIJBI-E 2z MN 5MLEF 29 5nJD iiNERE NO STRAP OR HOLDDOW OCCURS lid MLII NG TO MATCH 5HEAbt4LL pkCL EDGE NMJK. 5TAG a BETwEE N SPAS. EXTEND SAEATO" Y AS 5 OM -16d NAILING TO MATCH SHEARNALL PANEL EDGE NAILING. 5TAC,GER BETWEN 5 rUID5. 16d NAILING TO MATC14 PAS- EDGE NAILING, STAGGEREC 10 TYPICAL SFIEARWALL INTERSECTIONS 503 srxe: r.r-0 • 11" r nnu v�iu i M o I 5WCARW&L i T PE ar_NCKAL PANEL NAILING MEMBER SILL PL TO CONC SILL PL TO WOOD SHEAR SHEAR_ MARK SHEATHING SIZE EDGE NAILING i FIELD PL ANCHOR PL NAILING TRANSFER WALL (2) 2x 3) FOR TYPE II t III INTERIOR SHEARWALLS AND MERE KE �E NQ ES NAILING O EXTERIOR SHEARWALL.5, USE 1 3/4' MIN RIM BOLT .101ST. SPACE ROWS 1/2' APART AND STAGGER. 5 ) Y BE SUBSTITUTED FOR SIMPSON A35 CLIPS TYPE > 15/32' 5TRUCT II, 10d 6' OC 12' OC 2x 3/41" p 48' 2x 16d 0 4' OC A35 CLIPS I > (� os 15/32' STRUCT II, 10d 4' OC 12' OC 3x oC 3/41' 0 48' (2) (2) ROWS @ 16' OC A35 CLIPS 11 05 STAGGERED OC 2x 16d p 6' OC p 12' OC > 5TRUCT II, 10d 3' OC 12' OC 3x 3/41" p 32' (2) (2) ROWS I A35� CLIPS 11 OS STAGGERED OC 2x 1 6d F a OC q OC 4 1 1 5/32' STRUCT II, 10d 2' OC 12" OC 3x 3/41" 0 24' 3x 3/81' X 8' 1 A35� CLIP5 II 5 STAGGERED OC L5 0 6 OG p 6 OC 5 15/32' STRUCT II, 10d 4' OC 12' OC 3x 3/41" @ 24' 3x 3181' X 8" fN REF SPECIAL III B5 I STAGGERED OC LS 0 4' OCA DETAIL D 15/32' 5TRUCT II, 10d 3' OC 12' OC 3x 3/41" 16' 3x 3/81" X 8" REF SPECIAL III B5 STAGGERED OC LS � 4" OC DETAIL � Ir11 ►1 l f1•u.►V . -uht. r.. ...... 11" r nnu v�iu i M o I 5WCARW&L i T PE ar_NCKAL NU I t5: MEMBER TYPE I TYPE II t III 1 ) SEE SNEARWALL A55EMBLY DETAIL FOR SNEARWALL PANEL EDGE STUD5/B1.00KING 2x 3x TYPES I TO III. 2) 5EE EDGE NAILING DETAIL FOR INFORMATION ON EDGE NOLDOWN POST (2 ) 2x 4x NAILING. DOUBLE TOP PL 1 (2) 2x (2) 2x 3) FOR TYPE II t III INTERIOR SHEARWALLS AND MERE KE �E NQ ES SHEARWAI -L ATTACHES TO WOOD, PROVIDE 3x BLOCKING O EXTERIOR SHEARWALL.5, USE 1 3/4' MIN RIM MIN SOW W L. (I .101ST. SPACE ROWS 1/2' APART AND STAGGER. 5 ) Y BE SUBSTITUTED FOR SIMPSON A35 (2) SPECIAL SHEAR TRANSFER DETAIL 15 REQUIRED FOR AS REQUIRED' THIS WALL TYPE. 6) SILL PLATE ON CON, 5HALL BE pT DF #2. OTHERWISE IT Q IF USING 4x SILL PLATE, INCREASE LENGTH BY i s 5HAl.1 BE X >12. T) L5 - LAG SCREWS (3) USE 10d COMMON WIRE NAILS 0480 X 2 1/2') FOR ALL 5TRUCT II SHEATHING. 05 - 5 ON SIDE OF WALL AS SHOWN ON PLANS. Q FOR (2) 2x SILL PLATES, NAIL FIRST PLATE TO BS - SHEATHING ON BOTH SIDES OF WALL. BLOCKING AND THEN NAIL SECOND PLATE TO FIRST. ALL WITH INDICATED NAILS. 1 3 SHEARWALL SCHEDULE 50.3 SCALE: NONE MIN. (2) 2x STUD AT EACH 1- NOLDOWN LOCATION 5THD HD NOLDOWN PER~ PLAN WITH (21)16d NAIL5 (INSTALL PER MFR. SPECIFICATIONS) WALL SHEATHING NOT SHOWN FOR CLARITY 2x 5TUD5 PER PLAN AND SHEAR WALL 5CHD. PRE55L RE TREATED WT. PLATE WITH ANCHOR BOLTS PER 5" WALL 5C14ED. 4 40 1 FOOTING PER PLAN n. 4, U f °' . � f 0 d d ° °e a a f A.B. PER 5" o - WALL SCHEDULE (PRCMDE MIN. 3 COVER AT BOTTOM AND SIDES OF BOLT) 7 TYPICAL 5T]'?�� P H LE 16IN CON NECTION 50.3 SCALE: 3/4' =1'-0 a MN OF (2) BOLT5 IN EACH SILL SECTION MHERE 511 PLATE 15 DRILLED OR NOTCHED MORE THAN V3 OF THE PLATE WD TH, MTAi.L (1) BOLT ON EA 510E OF N(n'" 3/4 ANCHOR BOLTS p 4156 O.C_ TYl KTH A MIN OF (2) BOLT5 PER 51U M B13EDMENT PER DETAIL W-2 I' SEE 5CMEX&E OTE SPACM5 AT SHEAR11I4115. 20 20 X 3r1&' Co 4kcAER5 AT A" ANCHOR BOILTS 1 TYPICAL SILL PLATE BOLTING 503 j SCALE: 3/4r=r -0 (2) STAGGERED ROWS OF EDGE NAILING PER SNEARWALL SCHEDULE AT NOLDOWN POSTS. FOR MULTI -STUD POSTS, A MIN OF (1) ROW OF EDGE NAILING PER STUD 15 REQUIRED. PANEL EDGE. LOCATE AT ..� CL OF STUD EQ ,ll � OR BLOCKING. 1�1 I � II ft \ EDGE NAILING PER - SWEARWALL SCHEDULE SNEARWALL TYPE (2) STAGGERED ROWS OF EDGE NAILING PER SNEARWALL SCHEDULE AT NOLDOWN POSTS. FOR MULTI -STUD POSTS, A MIN OF (1) ROW OF EDGE NAILING PER STUD 15 REQUIRED. E9 11 PANEL EDGE. LOCATE AT EQ CL OF STUD OR BLOCKING. EQ PLYWOOD 5WEAT14ING PER 5HEARWALL SCHEDULE I STUD, BLOCKING, OR I I I PLATE AS OCCURS. STAGGERED EDGE NAILING PER SHEARKALL SCHEDULE SHEARWALL TYPE II 4 III 4 T P I AL SHEA RWALL EDGE NAILING 50 SCALE: 1/2' =I' -0' A � A GENERAL NOTES: i) rarcNUrwcurrINw BORING on+pt nuw IMPSON 577115 EACH SIDE REQUIRES PRIOR APPROVAL BY OF ANY NOI.FJNOiGN IN TOP PL THE STRUCTURAL ENGINEER. 2) ALL NOTCHES TO BE SEPERATED 3'-0' I' MIN I' tflN Ar 0.4 'C MAX SIPPSON 572215 EACH SIDE � OF ANY 110LFJNOTa IN TOP PL� � MINIMUM OF TWICE ° Z THE DIAMETER OF o _ THE LARGER HOLE Q \ O O MINIMUM OF TWICE v � O T14E DIAMETER OF TFIE NEAREST MOLE 1 3 1 C STRAP MUST DCTEND MINIMUM OF TWICE THE DIAMETER OF 4' f1lN PAST THE END THE HOLE Of 111E EIOLE/NOTC11. rnNIr4x1 of TWICE 'C /4 MAX Tlg DIAMETER OF THE NEAREST N0.E ELEVATION VIEW VIEW A -A TOP VIEW TYPICAL NOTCHING OR BORING IN 8 ALL BEARING$ SHEARWALL STUDS 50.3 SCALE: � t 0 00nq REMVE (r'Y OF '' jX� SnLA A IF 30 MUM 3# 7r P-Aa . wn w VAX, w mm PUr Q5 614-OWN FIX 425 6"-OW "90pW_M team U J .J Lu C) 0 .7:) =o W = 0 U) M m N •r U . CC N o^ J ri � N N J Q W Z Q J Q �t CL > t�� ego &F_ l_ � �t `M i K .ka} j j! 0-1 t ; In o E 2 of 9 2 2K� a I III gyp 03-07 -2005 SCd�: ,Job #_ 240 Rwisiom- r � l j � r r i �r • �"- 2'- 0'x2' - 0'x1' -0' FTG W/ (3) #4 EA WAY BOT. ,r MST -37 4 10 DFM FIST - 37 2 .' - -- _ 410 DFMI c 26 F 24 O.C. WALL ABOVE b cr 55.2 ROOF OUTLINE (3) 2x I 1 3/4' X 9 1/2' ML TYP i; 9 14? TJI/210 �• @ - - -- - - -- - o NA,NGER ON EA o END PER MFG 2x6 @ Ib' O.C. W/ U26 MGR --,,� DEPR.E%ION FOR SHOWER MST -37 i 1 24 @ 24' D.G. .O .a qb 0 H O a� 0 N 1 1-- 551 "R PER MFG 12 FLOOR 5NEAT14ING 3 55 1 1 3/4x9 (3) 2x TYP 55.1 WALL ABOVE - _--__ - - -- - -® 1 3/4x9 1/2 ML ®- - _ .___.___�- - TYP ne., � I CIO i D�, 4 x 3 55.1 ki At TJI BLOCKING kj 7 BETWEEN JOISTS ~ O DOWN ��55. 1 *� j DO1�W i 55.1 UP 13/4Xq 1/2 - . w _ ---� -- _ J ML 7 5 ; CMST -16 X 18' -0' 5TRAP a; i 55.1 ; OVER BLOCKING AND L 1 3/4x9 I 1/2 P5L - 9 Offim 1L i � 10 ��? , 51M i OVER 5HEARWALL.. ^"! 55.1 4x 4x8 --r, 2 11 /16x9 U PSL 6x6 P05T (2) M5T -27 in WALL ABOVE jj ii 1� 1 i - - - ' 8,CQ 7 PORCH ROOF OUTLINE P05T CAP 552 5/8' APA RATED c , i� HANGER PER ROOF SHEATHING. MAMJFACTURER TYP AT LOW ROOFS (n TYP ss -I i i' WALL ABOVE i SIMPSON ECC.Q P05T CAP is� -- - - -- -•-- -- - - 2 2 - 7 96 @ 24' O.C. . FOUNDATION AND FIRST FLOOR FRANING PLAN ww wxiu SCALE: I/4' =1' 41' PLw xaRlx 1. SEZE 5p+ff' 50-i FOR G NOTES. 2. BEARNG KAL_.5 A ZE 94OAh '4b 3. 5fARb4ok..5 ..�_ - . A. 7Y PKh F4_0OR S TS ARE --t!?' j 74C A" Y' :;ot L 5_ DrtBZM r .:5 To s- 24 DF22 A I6 OOC W ROOF 514EATI" TYP AT LOW ROOFS SECOND FLOOR FRAM I N'G PL 6x6 POST i C i HANGER PER f � MANUFACTURER SIMP50N ECCQ P05T CAP E 511'"�SON ELCo POST GAP -0' NEW fakQ6 i 1. DrIDA50145 ON 57' , . Le:k. P_.AP6 ARf P-JR Gt MFORMA 01Lv MZ; 564..: BE vBZFjED BT "-f GONERAC'OR BffORE C.OKS . Nff ma ANG� SUki BE 3nJG r" - 0 T'oE . , 2 SE %e r 50. FOR Gc 47TE5. 3- Ai... Cl7KrNUC .5 FOO"iC6 S OL... BE 7 - t POE, Vr0 % P_•YLS Cit DE`4:5. 4. A►.._ D(93ZaR z r W55 51wttA. BE M r1Mt 8E-.%t i4a oV.= %? EX_5t10R ftiS• GR2W 5 WAa- 5 5ff AR54TtC r".R L 7RA 0t6 FAR SL MB VC F00 N5!JLAT %_ 6. SEE ARG4+ ► tC'JUAL. OLA* 6 FM MY WaARED SLAB S OPM AM FL= - RAM- r - 'vrX Ii. 5LA8 JOPr5 5ff CETAL x/502_ 8_ FOR '`'fX& C=4ER 5AR DETAAS SEE 2x50.2 4 FOR T''� 6 07'CIrCa AT °PES OR COQUT'S Sff X'AOL 3✓%.2 10. FQt - ** KCAL 5"� Foo' MTAL 5ff 4 C "AC OR M6T =C9"TF REQAMD ri LOCA r 15 CF F07Ws SA S mrT f ecom F'R TO Com5T;kxTkx SEE RCIOR FRXIM FM 9" o0j.. UXATM AM 5ff SEJ1R b*.L S CAA4 3AWA CM 5" Ali? .00ATIIW OF A DM ears_ 1.42DC + AM oLDa+1 STRAPS ARE 9001 Tww � � � a KA6 su r`"F'ICAL DETAIL %0.3 X(v 40D" a FOR T FMAL SOIL RATE BIX7 . SEE VE 7AIL WW 3 . r . -+ fir �„'...�_ .'_+" -' r►. -_.-. w. -"�' .r.. - .�+�w+.w �...� _- ...._ �w - ��..... -•'-�- �.. w.�..++r�! -��� .w.....-�..�� -+s w�- �.- �. -.�..- � • A1.._ DPVN506 StCM 01Ci 7 5TRUCTLIRtAL PLAM M6 BE VMHED BT TIME COhIRKTOR MiT1~ THE ARCHITECTURAL ORBS PRIOR TO TLC BEG"" OF C0145TRUICTION t yC i u7 0-lYlE8'e5c • ��i - OR 'US' Rff� "0 T•E �cTECT.�At ORJ1Ni� FOR PR�''*CslSlJb E..:"V�►1 �5 � ��� poLLS TO BE Z" 7F» AT ib � ' C r.; AL` E "YA"06 MOM #4 = 5 �SS DRJ 116T EE YEW M- M- 5EE .�1 MJLZ FOR 3Y S 1 UID - ' 5. 6 'YPXA DC E33OR EEAMG iok- FADER TO BE OV OF =. UW- 7' � WS" S- EARAG WA_ ►SEAM '0 BE 4W " JW. USE ' t"LI s OF 7 W ST'X5 IAIDR AML.. ;tADEZ5, j"G h 5, Ut; rte.. FRArVG 504EOLL -Z _ 5 AL,, POSTS 94" TW6 * C@' ARE "fi DIM, jW. 4WP :)FO Mi Z14 00".5 4 U5E 9PP500S `AC' aR " ACE CDWC R AT BEAM -0 POST - FOR 5PAI6 6 -d' AID G MATM JW1 10. &L SEAR fAi..:.S S« % FLOW PL/M6 AR€ kAL.I.S M_ TWAT ROOK RL^ SEE ' ' SGEDAF 14 31563. S. SPLICE JADE TCP PLATES H" (ib j 0 %A&S EX0 SIM OF SPUCF OR PM WV5016 'STS' STRAP, (t-0 "WW SVCE LEND ot, TY1 t. 5PLa `UST EE LOCATED OVER A STUD OR PMT) Q_ 115E M MIM. OF TWO 5TW5 AT TAE END a SEAR wMt.5 i M, I. W& 'AL S1EAT4ft TO 'O<' CF 51EM 010".S AND At.l BEAn5 9011 WW IN AT t M Mk 14, FOR TYPNCAL STLO NDrO 11, t CL1TTIM / BOW 5ff DETAIL &50.1 6 51a B OCIUM 6 FADAM METH 1 FMI S GR 1'LME STWS AT RUES. ib. ID PLL"06 6 41DED N 4a 9 EAFOVLL. 17 WMDOM AM Neil S7RAP5 941 rte ' HILL K $Gr LLEO AT FLOW LEVEL 06 1 140 TWT AW 94W 5ff DETAIL 6150', 16 SEE 51SQ3 Fm 7 1rP1 & OWL TEAM WrAE. Pt Aix W40o E SO LL ff Si Wom At (SIB? QI Km's YALIES) NO muum MR >•vWACTkM JIT �I TYP i r - D FOR ! comps \-ROOF OUTLINE OLN Iry REC;BrVt CITY OF '',,•KWILA AN ^ ? 222 Oft "7 7u P.I CE. SLIr 200 _ NA qWM FW 45 04-0 FAX Q5 J" -J%o Wopft1_ AUIE ice/ MST -37 MST -37 2 DFMI - - -- TYP 55.1 I .. rt. ,.. 4x10 DFMt - - - 410 DF#1 � - 3/4' T#G STURD -I O FLOOR 5HEAT14ING 9 I/2' TJI/210 E 16' O.C. (LOW) N , V m co m � � <! c m memo x S .M ~` C N N ..�f U � Z J O oQ Z 410 DFMI c 26 F 24 O.C. WALL ABOVE b cr 55.2 ROOF OUTLINE (3) 2x I 1 3/4' X 9 1/2' ML TYP i; 9 14? TJI/210 �• @ - - -- - - -- - o NA,NGER ON EA o END PER MFG 2x6 @ Ib' O.C. W/ U26 MGR --,,� DEPR.E%ION FOR SHOWER MST -37 i 1 24 @ 24' D.G. .O .a qb 0 H O a� 0 N 1 1-- 551 "R PER MFG 12 FLOOR 5NEAT14ING 3 55 1 1 3/4x9 (3) 2x TYP 55.1 WALL ABOVE - _--__ - - -- - -® 1 3/4x9 1/2 ML ®- - _ .___.___�- - TYP ne., � I CIO i D�, 4 x 3 55.1 ki At TJI BLOCKING kj 7 BETWEEN JOISTS ~ O DOWN ��55. 1 *� j DO1�W i 55.1 UP 13/4Xq 1/2 - . w _ ---� -- _ J ML 7 5 ; CMST -16 X 18' -0' 5TRAP a; i 55.1 ; OVER BLOCKING AND L 1 3/4x9 I 1/2 P5L - 9 Offim 1L i � 10 ��? , 51M i OVER 5HEARWALL.. ^"! 55.1 4x 4x8 --r, 2 11 /16x9 U PSL 6x6 P05T (2) M5T -27 in WALL ABOVE jj ii 1� 1 i - - - ' 8,CQ 7 PORCH ROOF OUTLINE P05T CAP 552 5/8' APA RATED c , i� HANGER PER ROOF SHEATHING. MAMJFACTURER TYP AT LOW ROOFS (n TYP ss -I i i' WALL ABOVE i SIMPSON ECC.Q P05T CAP is� -- - - -- -•-- -- - - 2 2 - 7 96 @ 24' O.C. . FOUNDATION AND FIRST FLOOR FRANING PLAN ww wxiu SCALE: I/4' =1' 41' PLw xaRlx 1. SEZE 5p+ff' 50-i FOR G NOTES. 2. BEARNG KAL_.5 A ZE 94OAh '4b 3. 5fARb4ok..5 ..�_ - . A. 7Y PKh F4_0OR S TS ARE --t!?' j 74C A" Y' :;ot L 5_ DrtBZM r .:5 To s- 24 DF22 A I6 OOC W ROOF 514EATI" TYP AT LOW ROOFS SECOND FLOOR FRAM I N'G PL 6x6 POST i C i HANGER PER f � MANUFACTURER SIMP50N ECCQ P05T CAP E 511'"�SON ELCo POST GAP -0' NEW fakQ6 i 1. DrIDA50145 ON 57' , . Le:k. P_.AP6 ARf P-JR Gt MFORMA 01Lv MZ; 564..: BE vBZFjED BT "-f GONERAC'OR BffORE C.OKS . Nff ma ANG� SUki BE 3nJG r" - 0 T'oE . , 2 SE %e r 50. FOR Gc 47TE5. 3- Ai... Cl7KrNUC .5 FOO"iC6 S OL... BE 7 - t POE, Vr0 % P_•YLS Cit DE`4:5. 4. A►.._ D(93ZaR z r W55 51wttA. BE M r1Mt 8E-.%t i4a oV.= %? EX_5t10R ftiS• GR2W 5 WAa- 5 5ff AR54TtC r".R L 7RA 0t6 FAR SL MB VC F00 N5!JLAT %_ 6. SEE ARG4+ ► tC'JUAL. OLA* 6 FM MY WaARED SLAB S OPM AM FL= - RAM- r - 'vrX Ii. 5LA8 JOPr5 5ff CETAL x/502_ 8_ FOR '`'fX& C=4ER 5AR DETAAS SEE 2x50.2 4 FOR T''� 6 07'CIrCa AT °PES OR COQUT'S Sff X'AOL 3✓%.2 10. FQt - ** KCAL 5"� Foo' MTAL 5ff 4 C "AC OR M6T =C9"TF REQAMD ri LOCA r 15 CF F07Ws SA S mrT f ecom F'R TO Com5T;kxTkx SEE RCIOR FRXIM FM 9" o0j.. UXATM AM 5ff SEJ1R b*.L S CAA4 3AWA CM 5" Ali? .00ATIIW OF A DM ears_ 1.42DC + AM oLDa+1 STRAPS ARE 9001 Tww � � � a KA6 su r`"F'ICAL DETAIL %0.3 X(v 40D" a FOR T FMAL SOIL RATE BIX7 . SEE VE 7AIL WW 3 . r . -+ fir �„'...�_ .'_+" -' r►. -_.-. w. -"�' .r.. - .�+�w+.w �...� _- ...._ �w - ��..... -•'-�- �.. w.�..++r�! -��� .w.....-�..�� -+s w�- �.- �. -.�..- � • A1.._ DPVN506 StCM 01Ci 7 5TRUCTLIRtAL PLAM M6 BE VMHED BT TIME COhIRKTOR MiT1~ THE ARCHITECTURAL ORBS PRIOR TO TLC BEG"" OF C0145TRUICTION t yC i u7 0-lYlE8'e5c • ��i - OR 'US' Rff� "0 T•E �cTECT.�At ORJ1Ni� FOR PR�''*CslSlJb E..:"V�►1 �5 � ��� poLLS TO BE Z" 7F» AT ib � ' C r.; AL` E "YA"06 MOM #4 = 5 �SS DRJ 116T EE YEW M- M- 5EE .�1 MJLZ FOR 3Y S 1 UID - ' 5. 6 'YPXA DC E33OR EEAMG iok- FADER TO BE OV OF =. UW- 7' � WS" S- EARAG WA_ ►SEAM '0 BE 4W " JW. USE ' t"LI s OF 7 W ST'X5 IAIDR AML.. ;tADEZ5, j"G h 5, Ut; rte.. FRArVG 504EOLL -Z _ 5 AL,, POSTS 94" TW6 * C@' ARE "fi DIM, jW. 4WP :)FO Mi Z14 00".5 4 U5E 9PP500S `AC' aR " ACE CDWC R AT BEAM -0 POST - FOR 5PAI6 6 -d' AID G MATM JW1 10. &L SEAR fAi..:.S S« % FLOW PL/M6 AR€ kAL.I.S M_ TWAT ROOK RL^ SEE ' ' SGEDAF 14 31563. S. SPLICE JADE TCP PLATES H" (ib j 0 %A&S EX0 SIM OF SPUCF OR PM WV5016 'STS' STRAP, (t-0 "WW SVCE LEND ot, TY1 t. 5PLa `UST EE LOCATED OVER A STUD OR PMT) Q_ 115E M MIM. OF TWO 5TW5 AT TAE END a SEAR wMt.5 i M, I. W& 'AL S1EAT4ft TO 'O<' CF 51EM 010".S AND At.l BEAn5 9011 WW IN AT t M Mk 14, FOR TYPNCAL STLO NDrO 11, t CL1TTIM / BOW 5ff DETAIL &50.1 6 51a B OCIUM 6 FADAM METH 1 FMI S GR 1'LME STWS AT RUES. ib. ID PLL"06 6 41DED N 4a 9 EAFOVLL. 17 WMDOM AM Neil S7RAP5 941 rte ' HILL K $Gr LLEO AT FLOW LEVEL 06 1 140 TWT AW 94W 5ff DETAIL 6150', 16 SEE 51SQ3 Fm 7 1rP1 & OWL TEAM WrAE. Pt Aix W40o E SO LL ff Si Wom At (SIB? QI Km's YALIES) NO muum MR >•vWACTkM JIT �I TYP i r - D FOR ! comps \-ROOF OUTLINE OLN Iry REC;BrVt CITY OF '',,•KWILA AN ^ ? 222 Oft "7 7u P.I CE. SLIr 200 _ NA qWM FW 45 04-0 FAX Q5 J" -J%o Wopft1_ AUIE ice/ MST -37 MST -37 2 DFMI - - -- TYP 55.1 I .. rt. ,.. 4x10 DFMt - - - 410 DF#1 � - 3/4' T#G STURD -I O FLOOR 5HEAT14ING 9 I/2' TJI/210 E 16' O.C. (LOW) N , V m co m � � <! c m memo x S .M ~` C N N ..�f U � Z J oQ Z U rJ W Cn W O =O Q� ILJ Z W Z 0 � Qo � Q � IL poi �0 I n & I- L w� 9 g =� Cb �$ 0 s Iris Date: 03- D7-ZOos Scder Drown .Job #.24_ Revieioft_ 2.1 �l 0 • 1 , t ` 1 i i I I 1 i 1 i Ali 3 s� +� r f L n ll+ Lft Ln g W $ N N 7CJ O O - "1 70 D 3 z r ry t t f I � � � N N 4x10 DF TYP It i N T4 I • I . i i N N i r 5 r: ul a� w•7 s� f V� 10 RIDGE.. . - -- _ _ _--- .... -. —. -- - • - -- -:.a __ _�_.__.._�_ _.... _. , i — ,_ D n ( J } o s v I 70 L, ?' 0 4x10 DF #1 (TYP) Cn ip, CNMN Am" D.aW4bn. TWO UNDER TIN Now Pons" NMMY ClRT1 Y THEY NAV! DUMMY ReVIl WllD AND UNDIMSTAW TN! CONTINTO OP THIS DOGWINT AND INRR'OY AMROW TIN UN Or TILE 1WORMMATION CONTAUIRD NMIN POR Tw con TRUCTION Or TIN P WRCT ""WHO "LOW UNDOR TM! MOVISIONR OP TM U! COPMUT ACT OP IM. TU n U4. NU ALL 1NPORMATION A"WINt IN THIS OOCUWNT 10 CCMItM M OY. AND IN TN! tOLI PROPERTY Or TN! AUTHOR OP THE DOCUMENT, ,M ARCMftECT& PLLC. TN! COPYW#"T MULL INCLUDII TH! OVIPALL PORM I AN WELL AR TH! ARRANSIMENT AM COt ITION OP ALL SPARV AND IUM WO IN 06619L GUT NOT INCLUOR INOMDUAL STANDARD PPRTI�oRd THIS DOCUMENT is INtTNWNT OP HRVIC! Tw Un OP IT PN ANY PURPOIL A. PROVIDED DY ANY CONTRACTUAL AGWR41W POR frS UN! MAY BE RlY00 IP ANY PART Or TMe 1NUNT OF TMr DRAWN NSION OR WRITTEN VNIr1 CATIONS NMWD "OKIN ARE NOT OT1t1CTLY ADWRRO TO OR IF ANY OP THE CONTRACTUAL TOM POR THEIR USE AR! NOT STIMMY AWWD TO. 6RICKSTONE HOMES. LLC UD HOUSE ROOF FRAMING PLAN 2 -23 -07 J _ ii t (n- 0PA -4 rn e • r 5HEARWALL PER PLAN 10d NAILS 0 b" O.C. AND St,rltJuLt (2) 2x PT DF SILL PL FOR FULL WIDTH BOTTOM Pi_ NAILING PER SNEARWALL OF 5TEM WALL WITH ANCHOR BOLTS PER SCHEDULE (Ibd NAILS P b" O.C. MAX.) SNEARWAI -L SCHEDULE (3/4 "0 MIN p 48" J O.C. MAX), COUNTERSINK EDGE NAIL FLOOR SHEATHING PER PLAN LL! TJI JOIST PER PLAN (2) 04 CONTINUOUS AT TOP m LU LU O WEB STIFFENER 0 = O PER MANUFACTURER W = O Z �--- u PROVIDE (2) #4 TOP 4 BOT OF VENT, EXTEND 2' -0' TO' FLANGE HANGER N <t b PAST OPENING PER JOIST MANUFACTURER -- R, 7' H1GHxl4' WIDE VENTS PER ARCH. LOCATE V u4 HOW 14' 0 C EQ a EQ TO AVOID P05T5 4 NOLDOWNS ABOVE AND PROVIDE MIN OF 48 CLR B/N VENTS p 16 " O.C. ALTERNATE HOOK IN FOOTING CONTINUOUS FOOTING DRAIN jEQ 6" EQ (3) 44 CONTINUOUS AT BOTTOM PER PLAN TYPI FOU NDATI ON 1 W I TH JOI STS PERPENDICULAR SCALE: 3/4' =1' -0' 5HEARWALL PER PLAN AND SCHEDULE BOTTOM PL NAILING PER 514EARWALL SCHEDULE (Ibd NAILS 0 b' O.C. MAX) EDGE NAIL FLOOR SHEATHING PER PLAN P05T PER PLAN 12' X 12' PLINTH SIMPSON CB50 #3 TIES p 3' D.C. ( #4 L Z . -/- \ _5LAB ,,� /,� � As OCCURS 2' CLR PER ARCH 100, d - 4 e e e f f 4 e Tn FOOTING PER PLAN AND SCHEDULE CENTER UNDER PLINTH 5 EXTERIOR POST FrInTI 54.1 5C&E: 3/4' =l'_O 5HEARWALL PER PLAIN AND SCHEDULE CONTIMlOU'' PT 2c10 NOTE= SEE DETAIL V54.1 FOR IOd NAILS E G' O.G. MFORPIATION NOT 514" FLOOR sueerHING PER aver+ ��rT�8L0O'JNG BETWEEN JOISTS PER PLAN slrPSaN EiaC 46 P.T. POST W! SIrP50N ABU BASE W 5/D' DiA HILT] DING \ \\ BOIL I BLED 4' MIN i 2-e PIDF =�- 16 EXT 116M A- CM . EQ 24 P@� Lm (3; =4 9 l BEAM TO FOUNDATION CONNECTION WEB STIFFENER PER MANUFACTURER -- z • nW- TJI J015T PER PLAN b TJI FULL HEIGHT BLOCKING IN z en EQ EQ FIRST (2) BAYS p 48' O.C. � v z9 ININ \ \ \\ \\ \\ NOTE: BALANCE OF INFO o / \� a ° PER DETAIL 1/54.1 F➢ 6' FA PER PLAN TYPICAL FOUNDATION 2 WITH JOISTS PARALLEL 54.1 SLALE: 3/4' =1'-tl TYP FW WALL AND FLOOR COWTVN PHA DETAIL I/54_I 1*1' -4' DOWELS p Ib' O.C. DRILL AND BVXY 4' MIN SNEARWALL PER PLAN AND SCHEDULE 2x PT DF 5iLL PL WITH ANCHOR BOLTS PER 514EARWALL SCHEDULE (3/4'0 MIN p 48' O.C. MAX). EDGE NAIL #4 X 1' -4' DOWELS 0 16' O.C. DRILL AND EPDXY. 4' MIM EMBED (2) #4 CONTINUOUS AT TOP SLAB ON GRADE PER PLAN jr o e 3' CLR • .� I' -4' #4 HORI p 14' O.C. (2) #4 CONTINUOUS EQ EQ #4 J p 16 O.C. ALTERNATE NOOK IN FOOTING ts \ G . CONTINUOUS FOOTING DRAIN r v EQ b EQ (3) #4 CONTINUOUS AT BOTTOM `^ PER PLAN 3 TYPICAL SCALE: 3/4' 4-0" SHEARWALL PER PLAN NOTE: SEE DETAIL 3/S4.1 FOR AND SCHEDULE INFORMATION NOT SHOWN EDGE NAIL CONT 410 DF P.T. LEDGER W/ 3/4' DIA THREADED RODS 0 16 O.C. DRILL AND EPDXY 5' INTO WALL m 2x PT DF SILL PL WITH ANCHOR BOLTS PER 5HEARWALL SCHEDULE (3/4'0 MIN p 48' O.C. MAX). TJI FLOOR YkSi PER PLANJ MfH STIFFENER PER I'WUFOLIURfR �WIGfR PER iY41ffKiYRER � EQ GARAGE 7 1 FOUNDATION AT INTERIOR WALL 5C&E: 3/4' =1'-0" 1' -a EQ EQ M CONTINUOUS p Ib' O.C. ALTERNATE NOOK IN FOOTING EXTERIOR SLAB PER 2' CLR ARCH AS IT OCCURS SLAB ON GRADE PER PLAN a d I Z A \ O /\ 4' ° ~ v CONTINUOUS FOOTING DRAIN / U EQ b EQ (3) #4 CONTINUOUS AT BOTTOMJ PER PLAN 4_IEDGE OF GARAGE SLAB 54.1 NOTE: SEE DETAIL 3/54,1 FOR INFORMATION NOT %V NI CONT 4x10 DF P.T. LEDGER W/ 3/4' DIA THREADED RODS p 16' O.C. DRILL AND EPDXY 5' INTO WALL- 5C&E: 3/4' =1'-0' TJI FLOOR JOIST PER PIANO WEB STIFFENER PER MANUFACTURER HANGER PER hL4NUFALTURER EQ 6, EQ GARAGE 8 FOUNDATIO 16dp6' CONCRETE CURB BEYOND SLAB ON GRADE PER PLAN I I. - .. •� e I , _ a 3 S4 x 0 16' O.C. i (2) 04 a > I CONT TOP aD e : . n , a f f x—J p 6' O.C. EA NAT 10 1 ELEVATOR PIT FOUNDATION 54.1 SCAB: 314' - l'-V NOTE: SEE DETAIL 7/54.1 FOR NFORMATION NOT SHOWN 206 PLATE W/ (2) ROWS IGd 6' O.C. TO BIM BELOW —­ CONT FLOOR SW THING PER PLAN —. FLOUR .SST PER Plata 5C&E: 3/4' =1'-0' M 14F ul STRMIGER5 p I6' O.C. TYPICAL 2x BLOCI 4r r BOTTOM OF STAIR 12 TO FLOOR FRAMING ski l TREATED POST PER PLAN WITH SIMPSON ABU W/ 5/8' DIA. HILTI KWIK BOLT EM. 4' MIN. 10d NAILS 0 b" O.0 (2) 2x PT DF SILL PL FOR FULL WIDTH OF STEM WALL WITH ANCHOR BOLTS PER 5HEARWALL SCHEDULE (3/4 MIN p 48' O.C. MAX). COUNTERSINK r -FLOOR SHEATHING PER PLAN / NAILS p b' O.C. TO BLOCKING `- TJI FLOOR JOIST PER PLAN BEAM PER PLAN WITH SIMP50N PC FLOOR JOIST TO BEAM AT CRAWL SPACE 0 a SCALE: 3/4'44 e d f f e )/ ,% / 1 a • J2 I ARAGE F OUNDATIO SCALE: 3/4'4 -0 RE CCJTY OF � ?"�� °LAGc 5��`E X00 BEt;�•t�E. �M �pUb P�► � i�-�� cam. Q'S i� -O�Q Il�flllMYti -� GOIh IIiIE �� N AT INTERIOR DOOR , %N CSC Z AN i R�n�1Pt,..� p , oon �Ao t, %p te r.., N N •r U . c m N U J � •--j J � Q LL! m LU LU O � 0 = O Z W = O Z �--- O <t V O ►- LE o t _� via s., IN r as Its- r__ x� I ~ o� € 0"7-20% Scala: Drowk Y.�1 .lob #4" Rv�vis+ona: �.1 1 r STUD WALL PER PLAN WITH SHEATHING t NAILING PER SWEAR WALL SCHEDULE — BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE (MIN I6d @6' O.C.) SHEAR WALL EDGE NAILING PER SCHEDULE TIMBERSTRAND L5L RIM BOARD WITH A35 CLIP AT TOP PLATE PER SWEAR WALL SCHED. (48' O.C. MAX.) SWEAR WALL EDGE NAILING PER SCHEDULE -- -�-16d AT EACH i BLKG. PANEL FLOOR SHEATHING PER PLAN 10d @ 6' O.C. TO BLOCKING I TJI FLOOR JOISTS PER PLAN X � TJI BLOCKING P 24' O.C. y AT FIRST BAY ONLY HEADER AS OCCURS TYPICAL EXTERIOR WALL WITH J PARALLEL 5TUD WALL PER PLAN WITH 514EATHING t NAILING PER SWEAR WALL 5CWEDULE — BOTTOM PLATE NAILING, PER SHEAR WALL SCHEDULE (MIN. 16d @6'O.C.) SHEAR WALL EDGE NAILING PER SCHEDULE TIMBER5TRAND L5L RIM BOARD WITH A35 CLIP AT TOP PLATE PER SHEAR WALL SCHED. (46' O.C. MAX.) SWEAR WALL EDGE NAILING 16d AT EACH JOIST FLUOR SHEATHING PER PLAN _.._.. WALL _ "_.__..._ / 1, �TJi FLOOR .g5i5 PER PLAN PER SCHEDULE X NIIN Nf8 Sili. PER MFR. y xraoo+ AS attuzs TYPICAL EXTERIOR WALL 21 WITH JOISTS PERPENDICULAR SCALE: 3/4' =1'-0' 55.1 SCALE 3/4' =1' -0' NOTE- BALANCE OF FRAMING NOT SN04N FOR CLARITY SIMP50N MT520 OR 5M'IP50N EPC STRAP PER PLAN AS OCCURS CENTER AT END OF BEAM CONTINUOUS DOUBLE TOP PLATES WOOD BEAM PER PLm IN -UNE WITH WAI.I. YrOOD POST PER PLAN SIhP.�ON FIT520 STRAP PER PLAN AS OCCURS CENTER AT END OF BEAM F CONTINUOUS DOUBLE TOP PLATES WOOD BEAM PER PLAN IN -LINE WITH WALL. 4CU0 POST PER R1N-� • - L+ i.r TYP BEAM 71E STRAP CONNECTION 55.1 STALE: 3/4'.1'-0' (2) 2x 5TUD5 AT EA HOLDDOWN STRAP 514EATW1NG PER PLAN AND PROVIDE EDGE NAIUNG FULL T ON EA STUD PER SCHEDULE .. I . I Q PROVIDE ADDITIONAL 5?iJD5 HOLDDONN STRAP PER PLAN WHERE i"U_ TlPLE STRAPS OCCUR CL OF STRAP @ BOTTO" OF STUD 5111 PLATE ?ER 5*jAF6%ALL -\ SCHEDIA_F D FLOOR OW :IR PLAN WRAP STRAP AROUND HOLDIDOWN STRAP TO FLOO BEAM SCAM 3/ 4-0 NOTE: JOISTS ARE SHOWN PERPENDICULAR TO STAIR STRINGERS. WHERE JOISTS ARE PARALLEL TO STRINGERS, OMIT BLOCKING AND HANG JOISTS FROM BEAM WITH SIMP5014 'WU' HANGER 2x12 NF W STRINGERS 8 16' O.G. TYPICAL. 2z BLOCKING FLOOR aaP+wwn EDGE wvuNG- FLOOR SFIEATNING PER PLAN FLOOR JOIST PER RAN--t TJI BLOCKING @ 48' O.C. BEAM OR DOUBLE JOIST PER PLAN NOTE: FOR STRINGERS OVER 8' LONG, NAIL A 24 TO BOTH SIDES OF EVERY STRINGER WITH 16d NAILS @ 6' O.C. SIMPSON 'U' HANGER 2x CONT LEDGER. ATTACH WITH 16d NAILS @ 6' O.C. STAGGERED 6 lTYP STAIR STRINGER CONNECTION 561 SCN.E: 3/4 4-0 SILL PLATE NAILING PER 10d NAILS @ 6' O.C. 5AEARKALL 5CREDUL.E WEH PER MANUFACTURER FLOOR SHEATHING PER PLAN-, PER PLAN AND SCHEDULE (24 STUDS MIN @ 16' O.C. MAX) EXTEND 514fATHING OVER BEAM EDGE NAIL � BIOCIC!!IG CONT. T.N JD15T PER PUM OVER HALL BEAM PER ?U1N � W411C$t PER SWJY3iN1. °6t ?.JW � '. / MMUACTIJRHt ILO SGfDULE ' \ READIER riBtE `? [JCCJRS PER PLOW 10 FLOOR JOIST TO BEAM CONNECTION (2) ROWS IOd P 6' O.C. WEB STIFFENER PER MANUFACTURER FLOOR SNEpTNING PER PLAN TJI FLOOR JOIST PER PLAN WITH / �TJI FLOOR JOIST HANGER PER MFR. / PER PLAN WITH (NOT P SIMILAR)) HANGER PER MFR. WOOD BEAM PER PLAN " 3 \ JOISTS PERPENDICULAR 70 BEAM 55.1 SCALE: 1' =1 FLOOR DIAPHRAGM EDGE NAILING NOTE: FOR STRINGERS OVER FLOOR 514EAT14ING PER PLAN 8' LONG (WITH EITHER OPTION), 2x12 NF #I 5TRINGER5 NAIL A 2x6 TO BOTH SIDES OF @ 16' D.G. TYPICAL EVERY STRINGER WITH 16d NAILS @ 6' O.C. /-2x BLOCKING JOIST PER PLAN --/ TJI BLOCKING @ 48' O.C. BEAM OR DOUBLE JOIST PER PLAN ` 51MP5ON 'THA213' HANGER OPTION TWO FLOOR DIAPHRAGM EDGE NAILING FLOOR FiWFATW1W PFR PI- NOTE: J015T5 ARE SHOWN PERPENDICULAR TO STAIR STRINGERS. WHERE JOISTS ARE PARALLEL TO STRINGERS, OMIT BLOCKING AND HANG J015T5 FROM BEAM WITH SIMP50N 'HU' HANGER 2x12 HF ul STRINGERS @ 16' O.C. TYPICAL / BLOCKING JOIST PER PUW-� � TJI BLOCKING @ 46' O.C.__ BEAM OR DOUBLE JOIST °FR PLAN � SI"PSON 'U' OPTION OMNE 7 TYP STAIR STRINGER CONNECTION 55.1 SCALE: 3/41=11-0 SHEATHING, PER PLAN AND SNEARWALL 5CHEDULE EDGE STUDS PER SNEARWALL 504EDULE ((2) 2x MIN) r WOLDOWN PER PLAN WRAP BEAM AS REfl D. NOTCH FLOOR SHEATHING AND SILL PLATE AS REGID CL OF 5TRAP AT BOT OF 5TUD i+ it FLOOR SNEATHWG PIER PLAN BEAM PIER PLAN HOLD"O./WN CONNECTION II TO PERPENDICULAR JOISTS s6� suu.E: r =r-0 SNEARWALL PER PLAN A \I Gri IC II C ION EDULE FLOOR SHEATHING PER PLAN CENTERED UNDER WALL FLOOR JOISTS PER RAN 4 *** SHEARNALL OVER FLOOR JOISTS 55.1 SCALE: I' - - 0' 5HEARWALL PER PLAN AND SCHEDULE EXTEND SHEATHING CONT. UNDER LEDGER IOd NAIL P 6' O.L. `FLOOR SHEATHING / PER PLAN ` FLOOR JOIST PER PLAN \__JOIST WEH STIFFEJER PER PLAN RANGER PER MANUFACTURER LEDGER 240 DF. A7TAL14 TO WALL WITH (3) 16d NAILS AT FXJ4 STUD 8 STAIR LANDING LEDGER DERAIL coo oM �t'cF ,l NAB ; , ZCO5 � IQi E 6' O.C. STUD WALL PER PLAN FLOOR SHEATHING PER PLAN ---� TJ FLOOR JOt5T5 PER PLM 2 -2x TOP PLATE5 5TUD KAL L PER PLAN -- k/ SNEATM& 4 NAIL Ws PER %EM k k. . (AS APRUIS) L5L BLOCKING k/ A35 CLIP AT TOP PLATE PER SEAR K4U SQaEDIA.E (W D-C. MAX_) 12 FLOOR JOIST OVER INT BRG WALL OF T Xff -L.A AN (3 ft 2"FrOA aLAU Wn Ova �c�ELLEVM. PA 44M R 4Z "-� FAX 4 25 FO &4- - ems CoM J ui iu 1L.1 W = Z � O � U) U ch N W V C'7 � O � < 0 U . O co �9 � m N ' ��z N \'1 O Q JU 0 Z Q ch I Ito Z � �� 1 8g�� �j 8 F8 a� &oa Ifl sitcl Inn III ef 3 .Zi r O J Fr fix 0 I ;k Date.. 03-07-2006 Sccdo Mm Job f: U Rwis+or�s: 5.l ,� _...- r+.."�r' .� . .�'�►�.�" '."'fa`�'..�� .�.�..- yam. �.�,►.•��� �..�.. _ .� �. -��. - .�.. � _..� _.� _�.w.�,.- ,�.�,.�,_ _ -w�.r sue► ^l'.. '�".rl�i an�sw+�ww. �+...- �� --.�. - ...rr.�,........�. � �. w...�.+.. - -_ _ _- �,...� ,_� - +.�.�..� __ -► • �^- �- �.-�.� - .w. - +�� -� �. .- - �-...r^u.r�......��r.- -s.�- -...mss _. � __ -- - � �.�_ - � � - �•.i- r.�.�- - ].•.!' T��.1 .__r_ _.� •4'� ice• 1 t ROOF SHEATHING PER PLAN ROOF DIAPHRAGM EDGE NAILING FULL -HT. 2x BLOCKING -- WITH A35 CLIP AT TOP PLATE PER SHEAR WALL SCHEDULE (48' O.C. MAX.) _ PROVIDE (2) 2'm VENT HOLES PE BLOCK MAX, SEE ARCH'L SHEAR WALL EDGE NAILING PER 5CHE! HEADER AS OCCURS ROOF TRUSS PER PLAN _",\\ '*-- SIMPSON NI TIE AT PER ARCH EACH TRUSS 2'-0' MAX; STUD WALL PER PLAN WITH SHEATHING AND NAILING PER SHEAR WALL SCHEDULE 1__ \TYP ROOF TRUSS PERPEND TO WALL 55.4 j SCALE: 3/4' -I ROOF DIAPHRAGM EDGE NAILING ROOF SHEATHING PER PLAN 2x BLOCKING RAFTER PER PLAN WITH SIMPSON L5U26 HANGER SIMPSON NI TIE / AT EA DAFT= -/ COKfINU0U5 LSL RIM JOIST EDGE NAILING PER SNEARWALL SCHEDUI.EJ STUD WALL PER PLAN WITH SHEATHING AND NAILNrG PER SNEARWALI. SCHEDULE CONTINUOUS FULL -DEPTH LEDGER. /_ATTACH TO BLOCKING WITH 10d @ 6' O.C. AND EA STUD W/ (3) 16d ROOF DIAPHRAGM EDGE NAILING NOTE: BALANCE OF FRAMING ROOF 514EAT14ING PER PLAN -, ROOF SHEATHING EDGE NAIL r-- STUD WALL PER PLAN WITH NOT SHOWN FOR CLARITY SHEATHING AND NAILING (3) 16d END NAIL AT EA FLAT 24 2x4 BLOCKING P 4' -0' O.C. IN FIRST FLOOR 514EATHING PER PLAN _EXTEND CONT. TO EXT. WAIL RAFTER PER PLAN WITH SIMPSON LSU26 HANGER -\ 2x1 FLAT BLOCKING, TWO BATS. ATTACH WITH SIf1P50N F24 HANGERS ON EA END. I' -o' nAx ROOF SHEATHING PER PLAN OVERFRAMING AS REQUIRED TO SUPPORT SHEATHING EXTEND ROOF SHEATHING TO TO END OF TRU55 FASCIA P 24' O.C. ROOF SHEATHING PER PLAN ROOF SHEATHING ROOF DIAPHRAGM EDGE NAILING PER PLAN FLAT 24 A IG' O. ALIGN TRU55 WITH SNEARWALL �I BELOW. ATTACH WIT14 SIMPSON / ROOF TRUSS � A35 CLIPS F TOP PLATE PER SHFARWALL SCHEDULE. PER PLAN ROOF DIAF'41RAGM EWE NAILING I CON WOOD TRUSS PER PLAN SNEARWALL EDGE NAIL PER SCHEDULE 2x4 DIAGONAL BRACE P 4' 41 O.C. WITH SIMPEAN A34 CLIP AT EA END \ \- STUD WALL PER PLAN ROOF TRU55 PER PLAN � PLAN WITH SHEATHING AND NAILING PER SNEARWAI.L SCHEDULE GIRDER TRUSS 2x ����' � � 6' O.G. INTO GIRDER WOOD GIRDER TRUSS PER PLAN IN -LINE WITH WALL. �I DOUBLE 70P PLATES PER PLAN STRAP PER PLAN AS OCCURS HEADER WHERE IT OCCURS TRU55 HANGER AT CENTER AT END OF TRU55, U.N.O. GIRDER PER MFR. ROOF TRUSS WOOD POST PER �'" 2 PARALLEL TRUSSES AT SHEARWALL r3 CONNECTION TO GIRDER TRUSS TYP TRUSS TIE (4 STRAP CONNECTION 55.2 \ SCALE: 3/4 55.2 SCALE: 314 57.2 .MY.G: 3/4 1__ \TYP ROOF TRUSS PERPEND TO WALL 55.4 j SCALE: 3/4' -I ROOF DIAPHRAGM EDGE NAILING ROOF SHEATHING PER PLAN 2x BLOCKING RAFTER PER PLAN WITH SIMPSON L5U26 HANGER SIMPSON NI TIE / AT EA DAFT= -/ COKfINU0U5 LSL RIM JOIST EDGE NAILING PER SNEARWALL SCHEDUI.EJ STUD WALL PER PLAN WITH SHEATHING AND NAILNrG PER SNEARWALI. SCHEDULE CONTINUOUS FULL -DEPTH LEDGER. /_ATTACH TO BLOCKING WITH 10d @ 6' O.C. AND EA STUD W/ (3) 16d ROOF DIAPHRAGM EDGE NAILING 0 ROOF 514EAT14ING PER PLAN -, 2x BLOCKING r-- STUD WALL PER PLAN WITH 2x BLOCKING SHEATHING AND NAILING � PER SNEARWALL SCHEDULE FLOOR 514EATHING PER PLAN _EXTEND CONT. TO EXT. WAIL RAFTER PER PLAN WITH SIMPSON LSU26 HANGER -\ ��-wm snFFaNER PER MFG ewaurw ea.ow wal JOIST PER PLAN 5IM50N A95 CLIP PER 514EARWALL SOI F (413' O.G. MAX) HEADER iiIERE IT OCCURS PER PLAN BUMPOUT AT EXTERIOR WALL 5 WITH JOISTS PERPENDICULAR 552 SCALE: 3/444 SIMPSON HI TIE AT EA RAFTER CONTINUOUS LSL RIM ,10157 --- EDGE NAILING PER 511EARWALL SCHEDULE� STUD WALL PER PL WITH 514Ear14ING AND NAILING PER suEARHuui scuEoui.e CONTINUOUS FULL -DEPTH LEDGER. ATTACH TO BLOCKING W/ IOd p 6' O.C. AND EA STUD W/ (3) Wd 2tt BLOCKING ,r- STUD WALL PER PLAN WITH SHEATHING AND NAILING PER SNEARWALL SCHEDULE / —EXTEND fL00R SHEATHING PER CONY. TO EXT. WALL NOTE: SEE neraL 2/551 FOR INFORMATION NOT SNONNI ROOF DIAPHRAGM EDGE NAILING ROOF SHEATHING PER PLAN-­,\ RAFTER PER PLAN WITH SIMPSON LSU26 FIFNdCaER ROOF DIAPFIR" EWE NAILING 2x BLOCKING W/ 16d T.N. P 6 O.G., CONTINUOUS 2x8 DF LEDGER. ATTACH TO BLOCKING, W/ 10d 0 6' O.C. AND (3) Ibd TO EA STUD 2x BLOC STUD WALL PER PLAN WITH % EATHING AND NAILING PER SNEARWALL SCHEDULE HANGER PER `- JOIST PER PLAN 1 MANUFACTURER BEAM PER PLAN BEAM PER PLAN ` BLOCKING @ 24' ON EA 51 DE OF BEAM 5IMP50N EPC OR PC 5IMP50N A35 CLIP PER SIMPSON 'NI' A` REQ'D SNEARWALL SCHEDULE AT EA JOIST 1 -pr MAX (4b O.C. MAX) P05T PER PLAN x i BUMPOUT AT EXTERIOR WALL 6 WITH .JOISTS PARALLEL 553 j SCALE: 3/4'•1'-0' 7 l PORCH ROOF FRAMING 55.2 l SCALE: -3/4' =V-0 . FOR rc RE� C. tic 05- cfry ix AA ! : JL Pµ Q5 6" -OW FAX 195 io4-0%C iFOPAl -M CA's AME WM4 v� O � C c q � a0 rteo ` N v Y U J J I b2 E till Q w Q I I leg r Dates: 00-07 -2406 Sccd*-- Drawer MJM Job # : 2410 Rwiona: 5 5,02 now. no G Is W tLl 0 � = 0 W _ Z � Q � I b2 E till Q w Q I I leg r Dates: 00-07 -2406 Sccd*-- Drawer MJM Job # : 2410 Rwiona: 5 5,02 now. no G Is