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HomeMy WebLinkAboutPermit D02-340 - HILLSIDE HOMES - LOT 14 NEW SINGLE FAMILY RESIDENCE T ■ DI Z t w r N • 41) a) _ . 0 j 0 r , so ,Cfl , IV u) co m i I c) —% —ii CA) so w j IN cr. N it, 0 0 CD Z 3 0 _ mo TI1 N r co 3 1 ..., ,,,.. 4 i s 1 I , L ( � t ' ,' t 1 ,: z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - YY ` k THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r) 1 ! - .- '- r 1 0. ,NN � 001%,,s . !! Cof .Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No.: 7340600942 Permit Number: D02 -340 cc w Address: 3821 S 132 PL TUKW Issue Date: 01/21/2003 6 D Suite No: Permit Expires On: 07/20/2003 v U O i co 0 ' Tenant: w w Name: HILLSIDE HOMES - LOT 14 -J H Address: 3821 S 132 PL, TUKWILA WA N 9 w0 Owner: g Name: DREAMCATCHER HOMES, L.L.C. Phone: 206 300 -6874 U- Q Address: 13407 51 AV W, EDMONDS, WA = d I H= Contact Person: Z N Name: JAY KEIROUZ Phone: 206 300 -6874 I— 0 . Address: 13407 15 AV W, EDMONDS, WA Z w Lu 2 n ' Contractor: 0 Name: J A K DEV & CONST CORP Phone: 206 - 300 -6874 O N 0 '- Address: 13407 51ST AVE WEST, SEATTLE WA w j Contractor License No: JAKDECCO23NS Expiration Date: 09/04/2004 .H U O u- P DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,320 SQ FT SINGLE FAMILY RESIDENCE, 420 SQ FT ATTACHED GARAGE AND 160 SQ FT U co COVERED DECK AREA. O H PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, STORM DRAINAGE, TESC, LAND ALTERING, AND UNDERGROUNDING OF Z POWER. VAL -VUE SANITARY AND WATER DISTRICT NO. 125. 1 Value of Construction: $133,991.60 Fees Collected: $2,031.85 . Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: I Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N t: Hauling: N Start Time End Time:' ?:' ';,`' Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. ; �..: ,,,, a h Land Irrigation: N „ " Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N � ' ; c • ; Sewer Main Extension: N Private: Public: , 1 �'i • Storm Drainage: Y F: r Street Use: N �• ;I, z �r Water Main Extension: N Private: Public: ; . , ` Water Meter: " " "`s'•: Channelization / Striping: _ t t f' a ) Ij N !Ntr 1��'44 doc: Devperm D02 -340 Printed: 01 -21 -2003 L kP I 11161Db levemIltly.... w.� .......�...� , .. ... .... ..........+. a.<.... �r•.. n- r.....,,..... i..-.....-.... wr... r.. mrm- e........ y.. l...... wr»...,............. y................ ,.......mavmf�ts.(hTVClaa•-. :ra np... a:.............+«..,..... a...... u.+ o... v.... a.....yeulg4kT #ulni KIWI i r' , . • • • 4 ' C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 � Z ,�1� Permit Center Authorized Signature: K L� �� U 6 ave Date: /* � a 1-03 H • 2 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 6 U, ordinances governing this work will be complied with, whether specified herein or not. (.) 0 ul The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws { regulating construction or the performance of work. I am authorized to sign and obtain this development permit. u LL w 0 Signature: 1 `' Date: J/Z 11 / 2 co Print Name: ,,,,may ' 't.rrtsi OE — t - w 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 Z � suspended or abandoned for a period of 180 days from the last inspection. 1-- O w 2 0 U � O N O - , W _ . — Z w rn Z • 1 h 1. { .Y -7 n} F c n . L 1 , • doc: Devperm D02 -340 Printed: 01 -21 -2003 : 1 __ _ .04- 'v 4 �: •) Ci ty of Tukwila . • 9 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 7340600942 Permit Number: D02 -340 = w Address: 3821 S 132 PL TUKW Status: ISSUED ce g Suite No: Applied Date: 11/07/2002 6 v Tenant: HILLSIDE HOMES - LOT 14 Issue Date: 01/21/2003 c) 0 CO C cnus -i� 1: ** *BUILDING DEPARTMENT CONDITIONS * ** w 0 2 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. g 5 u. Q 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be w d inspected by that agency, including all gas piping (296- 4722). H w Z H 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical 1- 0 work will be inspected by that agency (206- 835 - 1111). z 1- LLI w 5: All mechanical work shall be under separate permit issued by the City of Tukwila. v o O- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any Di-- construction. These documents are to be maintained and available until final inspection approval is granted. • = III • �— H 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection 0 purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. w N U - 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear 0 H identification showing the fire performance rating thereof. z 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 . Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). • 1 4 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any t requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. ..._;_ , ` .1; X04 1 .. rm . 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** t ' . 14: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and it completion of work at least 24 hours in advance. 4 It s 41 material spilled onto any street shall be cleaned up immediately. t' : i - 15: Any p Y p . Y 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation �:•;� ,., off -site or into existing drainage facilities 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been Alt4AVP doc: Conditions D02 -340 Printed: 05 -02 -2003 , : 4 ,'k,'; .;t:'. .. ,. .., .. ..a ... c• wrV. utt•. tY' c: X?' roW ¢+Feun++r.:m'.kra..rw,:Kn...wwn nr w++,... ,,.. . t I ( Cof Tukwila . t ae Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 completed and prior to the Final Inspection. 18: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of Z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this w period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 6 m -.I C.) 1 9: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope v p co shall be a maximum of 15 %. w = J 20: All conditions of the Hillside Homes short plat approval shall be met. See permit nos. MI2000 -278, L99 -0023 and SQ Li L99 -0024, a portion of which is part of this submittal. The Geotechnical Engineer shall provide certification on a lot ' O by lot basis, that the work has been completed in accordance with all geotechnical recommendations. J 21: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final N d quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference = w in permit fee prior to the Final Inspection. F- _ z1.- 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be - Z O 0 underground from the point of connection on the pole to the house. al LLI U 0 23: REVISION #1 - Rockery shall be installed under conditions outlined by the plat Geo Tech Engineer (Earth Consultants, co Inc.) report dated 4- 29 -03. The same report has been attached and made apart of the said approved revision. In the p H event that installation of the rockery can not be accomplished according to the stated approved revision, applicant is w w r • equired to notify the Building Department immediately and submit alternative engineered plans for a retaining wall. . H U u_ P ui z tJ S I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 1-7 ~ governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws . regulating construction or the performance of work. 1 Signature: Date: /b Print Name: mS 1.44 11Z-rf �� r . J. fi r(:. T? R i l'1 J, } ,V 1 4+4,1 r ;u , .. ((max 1.:m doc: Conditions D02 -340 Printed: 05 -02 -2003 I W ', ' Sit: i :• `n.1.. !.a- :1:.. !'.1, ,i. ux •. . -.•.:. A..ArN'w:.Tnw.Yn + uMw'...Ir!I+.VJM.r•nYW1fCVr i!WasxYAaa..T.'m.c+tr/+e...lw: wr•.••fww+r.. .... a,+.:rvr ... . ... .. .: ... ..... .: xx.« ow. r. > r: ww+)Yrt• +t..;vm.w.n.:r.r..I: -. t.:.'.wrHLe(i.a..:.x.r: , .:.. ... 5 ' l'a Z( - _ - - -- - - . ,r • - s -, ~fir W. ;.yy� ) ( ::LT) C ity of ukwila . . Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 7340600942 Permit Number: D02 -340 1- z i 14: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 15: Any material spilled onto any street shall be cleaned up immediately. 1 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. ' ` -_ 18: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of :�., _ ' -` i 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed ; ;� T.1 ,�, 9 areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. t;• 1 ' 19: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope hu'; shall be a maximum of 15 %. , . , ,. . 20: All conditions of the Hillside Homes short plat approval shall be met. See permit nos. Ml2000 -278, L99 -0023 and , q„ �, y Y ^ L99 -0024, a portion of which is part of this submittal. The Geotechnical Engineer shall provide certification on a lot " rfo ,. by lot basis, that the work has been completed in accordance with all geotechnical recommendations. ;-.94,% 21: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final --% t, , ' I' pint} quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference spa , in permit fee prior to the Final Inspection. doc: Conditions 002 -340 Printed: 01 -21- 2003 rai2.1 I ......... _..., _...,, .... ......:............ .. , j • • ` - , � ~ ! �ti,.r'�a City of 1� k i la � ����� w x � fOpB Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. _ H W , CC 2 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances v o governing this work will be complied with, whether specified herein or not. ' to ui w = The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws co LL regulating construction or the performance of work. uL 0 • 1 Signature: Date: 1 /Zll D 3 _ Print Name: sy Z O M 0 O - C3 f— W l' 2 ' ? - Z' UN O r Z � � 1 ,,. ,, r e L . ' 4 { tiv doc: Conditions 002 -340 Printed: 01 -21 -2003 •4 9° 1 w '► - `w . CITY OF TU 1'WILA "`I R STAFF USE ONLY 1 :4310 1 Permit Center Pr oject Number: o. * 6300 Southcenter Blvd., Suite 100, Tu kwilr WA 98188 T i ii # (206) 431 -3670 Permit Number: D O 2- 3 4 0 19 08 , Single- Family R Permit Application Application and plan must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: i Value of Construction: 1't i L-L-S IQ G ''1'l..e, -, b f 1 2_.m , (i -�'- -- Site Address: City State /Zip: Tax P cel Number: \ \i, 3 5 I - TT "7 ` a n6o - 0,/ -1.2- o 2_ I Pro rty Owner: Phon `-72G•s C- -4' C N- €_ 410 c~.. , c_L_c_ , ' ) .. L � - 74 Street Address: ._ s — j .. s■ st s� e City State /Zip: f..7 Fax #y.� r5) 7'f I 2.4 1.f- Contractor: Phon - . A \ •Y —.\ c... - (74.m.) . Scs-1 6 a 7 4 Street Address: City State /Zip: Fax #: 1. 5 1 / L{' 2 6 Architect: _ `Z �'-�4 1 '� C b t. Phone(L ) Lf 0 . Li c C. 0 Street Address: Cit It'/'. State /Zip: Fax .c- 15- Engineer: 5 Phone: Street Address: City State /Zip: Fax #: Z Contact Person: Phone•,. - ~ W - Asp * 1� Cam _. -0 t.�6) 3c9-0 c, .c c Street Address: City State /Zip: Fax # -J U U) o Description of work to be done: w I C © ems l-J 10' ca-- AA: <--- t c; u= 1-- X41- -k t i>( -' in LL wo Type of work: . New Single - Family Residence ❑ Addition - Single - Family Residence 2 ~ 171 Interior Remodel- Single - Family Residence El Residential Accessory Structure* LL ❑ Remodel /Addition to Accessory Structure gi Garage(s) Cl) d El Deck(s) - Covered & Uncovered ❑ Residential Reroof / t _ ' Z F.- Is this site served by: Sewer El Sept (King C ounty Health Dept. approval required - 296 -4722) O Existing Square Footage for Structure: �sq. ft. Dwelling -4-4 sq. ft. Covered Deck(s) Z I- . sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 2 m 0 U Proposed New Square Footage: _ I 3 :t -sq. ft. Dwelling 1 6 C sq. ft. Covered Deck(s) O (0 '1' sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck ui w 2 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) . Z y 1 u- "For an Accessory dwelling, provide the following: z to Lot area Floor area of principal dwelling Floor area of accessory dwelling 0 2 * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. O I— Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Z, Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling - ----. 91 Land Altering: • Cut 2. cubic yds. • Fill ZO cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private Public i Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- f : ..- ; viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 1 P Y PY Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- �� pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon �. . 1 written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall q Y PP 9 ( ) Pp tom► be extended more than once. 1 IP .:' , i Me Date application accepted: Dale application expires: Application taken by: (initials) // - 7 -62- s 7 - oS- ce FL.. 1 PLEASE SIGN BACK OF APPLICATI • N FORM 1 1.11111111111 j� 1) SFPERMIT.DOC 2/13/97 r ` I 7 . , . . - , _ . ., ALL SINGLE- FAMILY RESIDENTIAL,. PERMIT APPLICA ONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B\ . REGISTERED ARCHITECT OR PRO. - SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALEiND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO COMBINED N/A SUBMITTED "4 \ 06 ," ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 1, ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ,� Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z show proposed and existing power, water and sewer lines, existing storm drainage system, . _ I- downspouts and foundation drains, and where drains tie -in. f-- w D 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). -J 0 U 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the -J shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w o 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u H -9). = El w CI z Foundation plan and details ? W. ❑ fl Floor plan w O ❑ Roof plan j o El 21 Building elevations (all views) o co El Building height pi- ❑ ❑ Building cross - section m v ❑ t Structural framing plans and details necessary to completely describe construction u- p z ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available ill cn at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. o H Ei ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). M ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ell a septic tank, ,❑ ❑ �lf d w , and bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. 1 ❑ ® Copy of Washington State Department of Labor and Industries Valid Contractor's License. If • not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration". r17' , Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed 1' by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and 4iinvvina obtain the permit will be required as part of this submittal. c I , • i' . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ; I , J BUILDING OWNER OR AUTHOR! GENT: Si '� natur _- t ' 9 --� .. Date: �� l U� _ ,4 1.1 ale --7 i 1 Print name: 1C�`l'�I�- � c.) ' o ' d C7 x7 MiIL /)711 763.111 N �, Address: (3 Li 6 7 L3 T ,� - � 1a City /StatelZip: v... )` Av c ti-e 2-, i �w► 1 j SFPERMIT.DOC 2/13/97 ,, .«M.,« d'tae'YY xYS,tfi,nKrv...... , -4., . :! 1 • . i 1 60-Nt • • f Ci ty of Tukwila . • 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , .:. z RECEIPT Z � W I 6 J U i Parcel No.: 7340600942 Permit Number: D02 -340 o Address: 3821 S 132 PL TUKW Status: APPROVED w Suite No: Applied Date: 11/07/2002 -J H . 1 Applicant: HILLSIDE HOMES - LOT 14 Issue Date: co LL r . Receipt No.: R03 -00066 Payment Amount: 1,262.15 Q _ 3 Initials: KAS Payment Date: 01/21/2003 03:39 PM W H I User ID: 1630 Balance: $0.00 Z H I- O Z t-- Payee: DREAMCATCHER 2 j U 0 O— TRANSACTION LIST: H . Type Method Description Amount U '. ~ LL. Payment Check 2052 1,262.15 O W Z ACCOUNT ITEM LIST: Z Description Account Code Current Pmts BUILDING - RES 000/322.100 1,184.15 ' INSP FEE - STORM DRAIN 412/342.400 15.00 \ INSP FEE - UTILITY 000/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 23.50 1 . PLAN CHECK - UTILITY 000/345.830 20.00 1 STATE BUILDING SURCHARGE 000/386.904 4.50 l Total: 1,262.15 i . .� : 1` ti M ff , 2:.f 31, 'Ili., F1'T'AL 1262.15 :7, ; ` .., doc: Receipt Printed: 01 -21 -2003 t .. .vw.naanrw*aMexN✓« , ur..ewtax••?l 1 - • u . ... Cit of Tukwila f9 � 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , 1W � Parcel No.: 7340600942 Permit Num D02 -340 -J 0 Address: 13351 TUKWILA INTERNATIONAL BL TUKW Status: PENDING N 0 i . Suite No: Applied Date: 11/07/2002 Applicant: HILLSIDE HOMES - LOT 14 Issue Date: -' H w o Receipt No.: R020001553 Payment Amount: 769.70 2 J u_ Initials: SKS Payment Date: 11/07/2002 04:36 PM d User ID: 1165 Balance: $1,188.65 W Z � I- O Payee: DREAMCATCHER HOMES, L.L.0 W F" 2 D. TRANSACTION LIST: 0 H Type Method Description Amount 2 U V_ � Payment Check 2026 769.70 — O i w Z I _ o ACCOUNT ITEM LIST: Z .... Description Account Code ' Current Pmts PLAN CHECK - RES 000/345.830 769.70 Total: 769.70 Y.. i.t 237 :i 11/08 9716 TOTAL 769.70 doc: Receipt Printed: 11 -07 -2002 , ...,- --- - _ -- .- . ,. Z , 1 j- Z 11.1 re 2 ................................■■... • ( •` Z - W Z 1-Z W INSPECTION RECORD to W LLI z Retain a copy with permi –? Va 1._ INSPE ION NO. PERMIT. j . • , W 0 CITY OF TUKWILA BUILDING '• C O U A BUI D G DIV ISION 4 A . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2064 .1 -3670 g J ?. Prpjgct• • ,, 1 Type of Inspection: / f/ N d /✓->r- -4: C. 2 } <:c 4 2 .L. 0 7' /7 I , f 4 .•, --?! ./6 G'; -''� -� t W Address: Date Called: Z H Special Instructions: Date Wanted: a.m.) W (i�` - - 7 -0 m. � w C"' �. ip^. (f�lad'L' p 7 U [] C R equeste� c.� O N_ Phone N& 7 ca 1' �, ,56)c).- ee 7v w w U A per applicable codes. Corrections required prior to approval. u' Q Z COMMENTS: "' U c H H O Z spect. : Date3-- _ �) �� � • rid s. .00 REINSPECTI N FEE REQUI156. Prior to inspection, fee must be /aid at 6300 Southcenter Blvd., Suj a 100. Call to schedule reinspection. [. =�elpt No.. Date: j ;t :;1 ., A ii -%.. 6: x, \ . ' - , : }-. ' o d. S r ,4 d ; iai {d . ,,;. .' .� -• . „ .. , • 'i . ._z �. : �`. ':r ,�:. '` .. . ...1 ,...E S ?.. .. a . , ,.. ., . y.}+: �hCxr" � k$ nz. iWA dik 'e: �7 «.ai�yacra� >�h. .i4t� , �f ? iKl};tf� r�r iti . { • -, - — ' -.. - .■,. ---- - — i .. ' .. . , , • . ..\ ... . . z < . ,.... z ,.... ------ .i -- c..) ..-,,-,----,------,---, „ ---:--,--- -,------,----,,-,,- 7 ,-- -.. '..-.. ''' ...... r ,......'... ""'''..".'...""."'-.". • ,".'-''''''''''. Z : ? ..' ' 0 0 i I 0 CI W ILI 1 . INSPECTION RECORD 1 1 1 ..., 10 Retain a copy with permit OD, - 3 w 0 CD u_ . INSPECTION NO. PERMIti w 0 CITY OF TUKWILA BUILDING DIVISION ti.,4fA . g m 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (20.)431-3670 .1' P o'ect: I, t Type of Inspection: . : U2 I 3 ifit(SOC€ tbilitZa -1.04- 11 (A)d ( ( lirxoz.-9 V i Ad rgss: Date Called: 1 Z 3' 1 so , 0-2 .. L ii3D(O - ? 1- 0 Special Instructions: Date Wanted: ( j , 0 Z I — , 1//- cnT ul ui 2 m 1 Requester: D CI 0 ,.., U) . ....) //AI Phone No:...) CI I— ' FP e0D - US 7 Li . LIJ u j I 0 ' .. El Approved per applicable codes. Corrections required prior to approval. , U. r-- ,., , z • COMMENTS: . LI, 0 = ti Z Q t2. A.) ( - 4 a.) , A.> — () • 1 250. y■s. c o A....43 , S cfA......e........9,-,.....A . I 1 \ i f i ,1v2...4 Le.S.4 i • - i 44 :A YAU .:lie,ii I Insp- , !I Lm .r: Date: i :. 1.7( , v.t V.'', t ........ 1 , , t 4 W ‘L' • k t Ilihrtaa & • IS ... ...a. _ . . '' ..., • • 1 ii 7.00 REINSPECTION ' EE REQUIRED. Prio to inspection, fee must be . id at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: ' i 1 fi EkAl t, . —..zzg—.----- ',- - - , - - - -- -- r .., . , ` Z • =W i, W W . INSPECTION RECORD D ,^, Retain a copy with permit a — 3-t N o INSPECTION NO. PERM�I. , CITY OF TUKWILA BUILDING DIVISION s I . � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3670 u�. N d P o'ect: 'Type of I spection: = W A rg � s , 139. � � / Date Call d: L� Z 0 S pecial Instructions: Date Wanted: , / 03 a.m. W W P t l f (1:1371) . . t Requester: 1 V CI O- Phone No: / ,, DO_LP 7 W _ E] Approved per applicable codes. gCorrections required prior to approval. - 0 Z COMMENTS: U N ousiz ! O &11P1 4 \ ie c* rick IKAGT t jot 1. [ 41) \fr'Vf 1 - F\ i Z f q r INc - \o,- }S SP' re n 'f ! . 2.• � 5 4,r vC 1e( A if -P �- t 1 r f - ?Yoe,. G Y��,�.e �(, ^ t4 . 5 r 1tI�, .5---1, ,,vm j 4 (!n l$ . S1/4..1191,-y.,'‘ T- CO YN -P -* r 14 4 ! C (4I . s 4 A, 'liNf ` V (,t/G J j 1 � 3) I-I o (AI KA 1 ci pp a v A - ) o r n\ I \ r c 4oyviy A et. to v Vol j =jr oT 4 ‘ vr O {(.( Vn. tM tZ1r' ,.-,-' I ..‘Rog C ) (-- ` -1. 5 U \(4- e i ii '• . Inspectors D 9,.... Date: z- � ��� -v i A,�� i . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • f , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No.: Date: , ; , - �'�?;.. _ ______ _, . , , .1. . ..\ . • Z < ' ' I iv W LI7 D - ,., - -‘ 11----------,---,-,---,--,----,--, _ - 0 0 0 CD ° U) W INSPECTION RECORD Mliffl 56 Ili I 6 Retain a copy with permit 0 u- : • INSPECTION NO. PERMIT N op / w 0 I CITY OF TUKWILA BUILDING DIVISION -Al 4 - 2 ?... g -71 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 u. < D I Prpjlct: Type of Inspection: Y2 a L &/ke9 1-- tu • I A e : Date 'Called: .., f 1 ll-4 i f c so-,,. i3 1 - -1-2 ( ic.) 1--o Special Instructions: ' Date Wanted: Z 1-- 3/1/ (.):.z. /I. U.I w 2 D Requester D CI 0 . --J A / o - Phone No: f ( 6p)300 - (1 71 i 1 • 2 Approved per applicable codes. 0 Corrections required prior to approval. I L" 0 Z t' *, COMMENTS: * tii co 0 I I= I 1 CD QA4 . ,I‘SiOCkti\l; (" - C115 A) * 0 Z . I 1 , • .....--- . 1 NO VI.A1,.0-e0 .. ; - /"1" 4 -i0 id Ct--Ce 4 ' be 4-\ .0...yvw•.) , 1 , pA.A, Jr\ - ( 0a,,....., 1.,,,,..1„--v-,- c kvba..ptekcerLA I _ 1 i El t , ks,kg1443t- ;4'0 . i ig I C ,;, a' I •, i r Via , . • '0 ' 1 : n ector: Date:, , 'P.tt , „, , CLP"'N i c...„ ) Lit-. 1 2 •--- / - b - 3 $ 47.00 REINSPECTION FE REQUIRED Pror to inspection, fee must be . , fmtl 1 Southcenter laid at 6300 131 d., Suite 100. Call to schedule reinspection. • 1 Receipt No.: Date: 1 - '''' ' - . , . - , s... . Z < . F– Z 1.1.I re r ^•1 i .' '-' '' ' '' • ' ' ' ..., 0 0 0 ,, co 0 INSPECTION RECORD NOM ,.... 1 u) IIJ 7 Retain a copy with permit PA -.I 1...- • _., _ - .,- \ ■ • Z < • ' I /.. ,}... r y iii u.. 2 6 = ,,,!,,,)'-,. '...., . . ', . - . C.) 0 0 _ :7#:5 , : 443 7 1r• g •P rt 0A•394 r7 • 7 • K W.64 . 44 n••treA?q,.. 1 0 ,, OW .11 ' 42 • •, 1 71.1 4•1•4114 1 CO o co ILI ' INSPECTION RE RD \ 1 w I ' - Retain a copy with permit o 1 INSPECTION NO. PERMIT N'. . I t '1 CITY OF TUKWILA BUILDING DIVISION /. ' 41)( Ohl w ' g ri 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (2 • . 431-3670 u.. < ' (j) D Zroject; SI , 4,14 ea toiiii. Typee= - Vti(I ...... Ad ess: Date Called: Z 1— I— 0 ° ) 3;m4 PI, A jtg , .,_ ..,, i Special Instructions: Date Wanted:g i 0 / 6'.r LI/ uj f c. . 1 i , 11 i, Pr • 2 D 1 i - . ., ajf) a./471 Request 1 fu)a. n 0 0 U) I . ' ' Fr ne N , — g 5 (p,2 _ 111 u i I 0 ' P- EApproved per applicable codes. Corrections required prior to approval. 1 I I 0 1 ..... Z Ili f N W _ -: ' '4. .... --• COMMENTS: " P -- •) to I 1-) v\C-Lov \06\45 ?-e - rovy , Acc-1;ov, : z • ; vt k VN &\ kr QC r Ct lc ( • r el \ d. ) - k -- re›.- i v.1/4 c 1.(26.-- uic 1, 1 . . k ,,,,c, s ulos.-1 Ay al s f 01 i 1 1 ifti . . , , • 1 ` \It e ot trch\-\ -Pc1 s .clo voi)-ed . 1 1 I --Q \x . -,.\'') 0 t4O rout' r (Ai ■ 1 - 1\ , I . F &I've cid EN ‘‘ r.t • [ . 3 ) , , oc. % 1 • , ...... .. . „ • i 1 C) t -4-,-) ,c, n -e( I., 4)1641,..., ,, ,,,.;,cli 1 •• 1 ',..,,,■'; t/VP: t it,I,Otp , ,I..• .. :,-, ;t ilA 4 '4 :1ite0 11 n ' I A ,4, .;:to,,,: I Inspector :9 (----- n Date: g ...6 - i ..4,...3 i IN^ Y d 1 0: ' 4- ltp WT1 • El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . ,:. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i s rIT Il 1‘ i Ai ARli Receipt No Date: , 4;4 t l .1 l'•"? 'g t=yrz , „, _ _____ . . , .. ... ' Z i-- Z ill rt 2 . , z z ui re 2 } iS 0 0 INSPECTION RECORD / N ► u) _ .:. -J 1 ■ .Retain a copy with permit , 0 �; �3LI 0 --"' cn u. 1.r' .'i . { • C, y Inspector: Date: , yl` y ,: . 12 - 0 .-, i 440, `: 17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' `'... Receipt No.: Date: ah , 7 ' •.R 3 µ ,` 1 . , ■ ,4:i i..1., -, -- _ rr. 2) `- . () 1 t ) ►..-`OONA) k ‘ N`� 1 C r --- )k G yv I - A - W; ( 1° Vv. U 0 61C "\ ! v\ z €"4 r r f r V - C) `' v'' " ' . ce '�4.. \ 1 . \ )e t k A � r , , 1-1 r\ i v l v, R ‘., , _.' " r' L 1 '� •:` Inspector: ( < Date: i L - . El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. itla ,` Receipt No.: Date: ,,;,; »., Y iP { ■---- .' Po \ • Z W IX 2 /" .• Y w ^ .!'R.rw^w'nC+..�^e� .�. .� a.�''w.iv.w.tri -•. .—. ......� ... a - 8 V Q INSPECTION RECORD 45 W = Retain a copy with permit cn LL INSPECTION NO. PERMIT N W O CITY OF TUKWILA BUILDING DIVISION c ./� 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Pii A mri , /it Type o nspect'on: N D H Ili A,d s • Dat �a l e � � _ f S /ate P� —03 Z I— Special Instructions: / Date nted ( a m . Z O .2 — Cci-03 . " - V) —(23 p.m. UU Requester: U a E »mot a t 1i v J (_ I G,�. o co i�f ., 1 O Ph one : 0 ,_ • = W • U , • ' pproved per applicable codes. El Corrections required prior to approval. U. ~O COMMENTS: . ,,,, W N (I - 179 1- 0 gert t?. ... 0 _ , I ) ( c. „...t.A. el . . i l .. L y.• 4 :7 WOO r .4 lnspec 0 • Date: . 7.• 0 , Ft tll { $ • 7.09 REINSPECTION FE' REQUIRED. Priur to inspection, fee must be .1 p. •• at 6300 Southcenter B d., Suite 100. all to schedule reinspection. >x Receipt No.: Date: t, ;1 -, :. : ....u. .v >... _. • • z z CL Uj 6 � . 00 CO CI INSPECTION RECORD r , / O w ku ku Retain a copy with permit 2 7 • INSPECTION NO. PERMIT NO. W 0 .a...:. CITY OF TUKWILA BUILDING DIVISION . <. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u_Q Project: Type of Inspection: U) : HI I Is 1de . H oomes 5 t connects on w Address: Date Called: 3$2I S . ►32nd �� 2— 2 z 4— D 3 o Special Instructions:.. Date Wanted W La L x_25_° , Requester: 3.6 U O Phone No: 0 H ob —.boo — X87 WW ...,_: Ap proved per applicable codes Corrections required prior to approval. O COMMENTS• W N U I= = J ,.:,:. Z 1 414 Tvc,C,ri � . f ,. ,t'qy v v y .. .. • .. S yt; 1 „,„ tothAvai .e 2 inspector: / � Date " X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r • paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ` t� ' y` { Receipt No.: Date.; e.04. ... - ...• , i - _\s. —, • Z ~ N Ce Wc t'.l,rt 7 C ` ._ .. _ ......__ ._... ... _ ._.. 6 kr „ —I C) t INSPECTION RECORD w CI Retain a copy with permit DO 2 J I . INSPECTION NO. PERMIT NO. CO W CITY OF TUKWILA BUILDING DIVISION m ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670. 'Y:,;..` Project: Type of Inspection: u_ NiIl5Ide. Ilorrmes SD - , a ':' Address: 38 21 S . fablci Pt Date Called: 2- r Q = W z Special Instructions: • - Date Wanted: a.m. Z p Lo# III Z— I'-} — 0 3 ( Req uester: 2 W D UQ U Phone No: 24 0 � Q N 6-300- 6274 o I— : • Appr oved per applicable ,codes. 0 Corrections required prior to approval. i' I - r COMMENTS: l . u_ Q w1' il Z W , I . i , 5, 7:1,x7 e s. '''''.' i'1/1'3 • ) . �� L z 1 !..:.-,.:: .. )1/44, ,....4_,,, h . r -, -. , Gd (j41,,. p A). c/J . l/rtyw / j \ ' :j A)• F: C- ►1 re) .5 T(Lh i S , o n. (i., r' - , Pic 7) f9- DS w 71 T o •+ , r C, t"r { Inspector: D ate: ' 1341, :,—}0.44-i, zji4V6 ;', . -': a $47.00 R):INSPECTION FEE REQUIRED. Prior to inspection, fee must be s. paid atb 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. $A, IN. "` : Receipt No Date: r VF:Cti 14 S. :71+""' :';,t,;: n .' . g •■•OPII••■I111gr.---..-...-..-.--..-.......,,,,---- . ,.., .• .■ ' 'N ) 4 ,., ,v t• , ,w ,z, • .,4 erV:":7; , .77 7,„,77, 77 ,17, 1, :, 04, 0 7 / 7777p4;. 7, IP, 71'47 ,- 'tn. 717' . l c , . : . , i ,. , . — 1",, 0 ,t,x7r;7" ;5 7: rr• z . .. c ,„ : x. ; . 1 „., - • „ „ , ._- 0...................Asi ' , , City" - of Tukwila Steven M. Mullet, Mayor ' „I I 4) \ Ur e I Fire Department Thomas P. Keefe, Fire Chief II, lk.• .... I _ - '‘,, 1908 ---- ..,.. . --- ---.--,, . z ..... < • ,. „-- > --,,,. . I I— 7 w 2 6 = TUKWILA FIRE DEPARTMENT , ...I 0 0 0 FINAL APPROVAL FORM rn a . �W w i _I 1... Permit No . n 0 .2., -3 ki 3 a l 0 2 , , w — 0 uj 1 , , 5' / Z t— . Project Name Address '3y)..1 /3,t I)/ Suite # 11.1 u j 2 n . D P 0 c n 0 — , 0 I— , t I , Retain current _s.chedua..e., ... .....„ ___ ..... .....; - •-•':'`. '''''''....'.. ' , i 0 LL. r ? - 0 I Needs shift inspection (- Z id co . . , 0 , 0 I- . z , , Approved without correction notice Approved with correction notice issued . t Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: .,.. _ %,.Xxe, J,, ._ :: , (. i • "----' -- \ ..! 1 I 20 74.. .)1/ c; --- /, >- o 3 SMNIt toa,:s" Authorized Siynature I Date r.,fr4o4,0 t .. 1 fre0A 1 :q FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 JeeAVO# Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 I; • 7. r ' i ;\ No footings of structures No structures, roadways, or parking lots In this area. (including other • ...... ........ .'% Alin. •16' �••� ibtter /� / 1 I — '''''' '''''''''''''''' ''j is al CL / / Z Free— draining backfill; min.12' W LU 6 — — : : • / wide layer of 2' -4' quarry 4' Max. Height • • — • 2 / spoils adjacent to rockery. J U j % , � Stobls cut face in native material U 0 :-H: ill �, / / 1 1' diameter washed grovel; CO LL • . — • — N. N \ min. 6' cover over pip?; J H W `` `` • ` `` . //. min. 2' gravel under pipe, 12' wide. W O • i' Min. ' 1 -°-.::°• - `�/ F= _% :/,,,_." • - :` � Min. 6 . ' dia. pert PVC, SDR 35 pi H / CO connect to a catch basin, '� /' /4e•, , / min. 17C continuous slops to outlet; p1pewr M I ASTM 3034; 1 W or day light filter fabric(Mirofi or equiv.) _ to dich Outlet Pips Z 1— ` Undisturbed soil I— 0 tZ I— 1 W i V 0 . # O (=J 0 I Place pipe between rocks U 2 • _ Standard Steel Pipe — O Rolling with Welded Joints to a d weight. U. Hot —Dip Galvanized. Aetma 3. j VIEW FACING ROCKERY W Z Om rnaental Iron Handra 12' A OUTLET PIKE U may also be permitted R = with City Engineer Approval. • t CITY OF TUKWILA R— 10' post to poet spacing j with fit expansion 1.2" APR 2 5 2003 Z • Non —Shrink Grout I • NOTES: PERM CENTER 4" Diam Gab Steel Sheave 17' . l 2% 1. Rock shall be sound and have minimum , " La 15176556-, density of 160 pounds per cubic foot 1111 46526;1 2. The long dimension of all rocks shall be � 4' placed perpendicular to the wall. Each 81. I rock should bear on two rocks in the tier below. . f n..l 3. Rockeries are erosion— control structures, not retaining walls. Naive material must be stable and free—standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30' in height shall be protected by o roil conforming to SEE ABOVE FOR ROCKERY DETAILS UBC 1711. I I 5. Bose rock is 2 —man minimum. (2 man rock •i 200 -700 lb 16' -26') ' :v " �, - , 6. Shop drawing for all rolling must be city approved s;� , •4 , iy �„ prior to fabrication. f e : , .., : '-. • S 4,4 its + ROCKERY & SIDEWALK , 6 o w ` it • � City of Tukwila i 1TH SAFETY RAIL , � ,, �,, d M S e W � X77 !!i � IIkA 0 • .+ DA 11/15/96 i / 1 s /96 RS —s ue p . ntp;!, • .. j 1 ♦ u i k j ,a MO Eilk11:6. ; C . —S - - - - -k.c/ - - � • 1– _ "I hesc p tin. have been reviewed by- the P•uHic '\` , - • 1 – _ L 86 gz – --Works Deparrmenx for conformance with current \ ' – M- ��� endards. AeCcpan su tce is subject to errors and • 1 \ I ' Q onus5>on`s-1714€1v. do no't' authorize violations of • 1 I '� _ _ 1 • ' �, adopted stanc�auls or ordirianr�cs --'L'l re onsibiliey ■ ., 7 ' • _ for the adequacy 'o the desigri Tests to ally with the • G o?'• _ _ i signer. Additions, deletr or revisidr L to these • • I F ‘L , ,- d r er this date will- void this 4cceptance gill �� ,- ; I.,, , r'` " and i`•�',� a resubnrit�tal o'f�Fevis drawiirs ' Win'� tt ' for subsc uen:� • oval. / Z \� ,,r�! 1 . 1 q � / ) I I �•1 14.1t.§.": \ , ; H Z iii I ; �I; a Final acceptance is s = . to field / spection by w 1 I ' N ' ° S t Public Works utiiitie N spectov.; , u6 . 1 l i . i • Date: ,/ t U O Y ' co p 1 , 1 5' j S /I /a3 c� /! r � ; • d1,1ylk w = I : 1 1 1 # ! 4°1 CZ e / ' I I I : 1 . ( go iiii44 / ) / ., h 1 I I I • // Yi 2 i 0 • • I I I g Q 1 I � ' / / � 1 1 1 z i • ;'APR 29 200 W t . / d 1 • • ' c ' �� • - ,� f ; TUKWILA Z o b I I . 1 A % / PUSL� WORKS Iii h , 2 p 1�1 I 1�I I\ \ 2 ' / ' / , 0 I • 1� . 4 ' l / =U • � I :. '' a. • I / a g .. . \ I / I � .� Z —03 —I:1 .' i L I 0 WI 0 : ... i Z I I I I e ° O .\ I I I . . G e 4 1 b, I lb I ... .... , i , ° 1 1 I r • 1 / 1 N 1 N' IQ 6 4 CI II 1 r I s °. e I 1 ... I r ).1' V • I � . .� q. w• \ rI • I 1 • s „- sg , , \ H `CITY Of TU .A 11111411411 A ll G . i- 'i .S7 ` lA\ i ii. ` � i ayr. Al ti t� r ; YS j i f \ !I I 1 \4, . ,, e „ , ,,, -., gt it/ Ti 0 • . t 0 -4. 1 \\ ri /11‘ \ Ill CD '> " ''` .... - I* t 4 • : . , s_ _. \ \ /7/ \ \\ X ' 0 .+I) II ' C ;1'17:70 t tlit '4 'A ' , O1 ? L & A , $� 1 , - _ — _ • • • / 1 / Free - draining backfill; min.12" • W � • wide layer of 2 " -4" quarry < 2 4' Max. Height 6 • • — • 2 / spoils adjacent to rockery. w D 10 / _i C.) '� 0,,, Stable cut face in native material N — / 11 W07 W IP . . — . J � / I 1" diameter washed gravel; J H — — ���� / min. 6' cover over pipe; N li- ` • . — z '' min. 2" gravel under pipe, 1 Z" wide. W O . 1' Alin. ._ : %�% g J connect to - - � '� '� , � . : �� ' L �' . Min. 6" dia. pert. PVC, SOR 35 ipe /AASHTO Al278 /ASTIrI 3034: U) d catch basin, _ '� ���`�� /`� m i n . 1X continuous slops to outlet: p wro in = n ":= Outlet Pi filter fobrie(Atirofi or equiv.) f- _ Undisturbed soil Z H F-O ZI- W w ,ogillikb. U , - , ,....,...,,.,,„,s. 0 _ . ,_ • . • =V • 2 Standard Steel Pipe to Place avoidpwei between een rocks t- Rolling with Welded Joints I g U. Q Hot -Dip Galvanized, Astma 3. VIEW FACING ROCKERY Z Ornamental Iron Handrail t2 __ Fr �_ RE C EIVED _ AND u) nr ay also be permitted with City Engineer Approval. !- C IN OF TUKwILa , 10' post to post spacing _ I O I with slip lit expansion 1` " APR 2003 Z ' Dints. 2 5 Non- Shrink Grout I • NOTES: HERMIT CENTER lsa 4" Diem Gals Steel Sve 1 i I 2X 1. Rock shall be sound and have minimum ,7 grm density of 160 pounds per cubic foot 1110 W 2. The long dimension of all rocks shall be •. 4' placed perpendicular to the wall. Each dill -- ..- r I rock should bear on two rocks In the tier below. .;2.1..... 3. Rockeries ars erosion - control structures, 1 • not retaining walls. Native material must be stable and free- standing in cut face. . r'r r V+ j"' O 4. Improved walking surfaces above and adjacent to rockeries over 30" in height re , shall be protected by a roil conforming to SEE ABOVE FOR ROCKERY DETAILS , W3C 1711. T}► !�� — A ?Alta 5. Base rock is 2 -man minimum. Y Wi. 1 r (2 man rack 200 -700 Ile 1D' -28") 6. Shop drawing for all roiling must be city approved ,1, prior to fabrication. • ,l� , r W "4it t ,;;X .F ^ ' ILA * ROCKERY & SIDEWALK 1 ,. a – • Cit y o f WITH Tukwila _ 'T'H SAFETY RAIL sot t. ,i,;, } p. .4. DATE: 11/15/96 RS -5 � �w ,, `-- '— ,..........." -u— 40 , 4 :', , -, -- - - I • • c y -y = upper= 14.00 ft w x 11.00 ft h= 154.00 sf x 15.00 psf = 2310 lbs re d y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.00 psf = 0 lbs iuu D l x - x = upper= 0.00 ft w x 0,00 ft h= 0.00 sf x 14.82 psf = 0 Ibs TWL x -x upper = 5669 Ibs O 2 x -x = upper= 23.00 ft w x 8.50 ft h= 195.50 sf x 14.82 psf = 2897 Ibs 3 x -x = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.00 psf = 0 lbs W = 4 x -x = upper= 22.00 ft w x 8.50 ft h= 187.00 sf x 14.82 psf = 2771 Ibs F' a y -y = main= 11.00 ft w x 9.50 ft h= 104.50 sf x 13.22 psf = 3691 Ibs O b y -y = main= 15.30 ft w x 9.50 ft h= 145.35 sf x 13.22 psf = 1922 Ibs TWL y -y main = 11039 Ibs } c y -y = main= 10.00 ft w x 12.00 ft h= 120.00 sf x 13.30 psf = 3906 lbs F - d y -y = main= 8.00 ft w x 14.00 ft h= 112.00 sf x 13.57 psf = 1520 Ibs - 1 x -x = main= 11.50 ft w x 11.00 ft h= 126.50 sf x 13.22 psf = 1672 lbs TWL x -x main = 13432 lbs N a 2 x -x = main= 15.50 ft w x 9.50 ft h= 147.25 sf x 13.22 psf = 4844 lbs I--r = 3 x -x = main= 19.00 ft w x 9.50 ft h= 180.50 sf x 13.22 psf = 2386 lbs Z I-- 4 x -x = main= 14.00 ft w x 9.50 ft h= 133.00 sf x 13.22 psf = 4530 lbs Z O Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic W W WOAup =( 1158 sf /rf + 1000 sf/ wl + 0 sf / flr )x 10 psf = 21580 Ibs : V roof= 4238 lbs. (for rho calc.) j = W a y -y =( 644 sf /rf + 596 sf/ wl + 0 sf / fir )x 10 psf = 12400 lbs : V a y -y = 2435 lbs. : 76 plf C.) co to W b y -y =( 0 sf /rf + 0 sf/ WI + 0 sf / fir )x 10 psf = 0 lbs : V b y -y = 0 lbs. : 0 plf 0 I- W c y -y =( 514 sf /rf + 404 sf/ wl + 0 sf / flr )x 10 psf = 9180 lbs : V c y -y = 1803 lbs. : 129 plf W W W d y -y =( 0 sf /rf + 0 sf/ WI + 0 sf / fir )x 10 psf = 0 lbs : V d y -y = 0 lbs. : 0 plf =- 1 W 1 x -x =( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V 1 x -x = 0 lbs. : 0 plf u' 0 W 2 x -x =( '514 sf /rf + 372 sf/ wl + 0 sf / fir )x 10 psf = 8860 lbs : V 2 x -x = 1740 lbs. : 134 plf Ill Z W 3 x -x =( 0 sf /rf + 0 sf/ WI + 0 sf / fir )x 10 psf = 0 lbs : V 3 x -x = 0 lbs. : 0 plf U W 4 x -x =( 644 sf /rf + 628 sf/ WI + 0 sf / flr )x 10 psf = 12720 lbs : V 4 x -x = 2498 lbs. : 154 plf 0 i- WOAmain= 2388 sf /rf + 3425 sf/ wl + 968 sf / flr )x 10 psf = 67810 lbs : V total = 13318 lbs. Z W a y -y =( 836 sf /rf + 1483 sf/ wl + 4.40 sf / flr )x 10 psf = 27590 lbs : V a y -y = 5419 lbs. : 328 plf W b y -y =( 346 sf /rf + 910 sf/ wl + 479 sf / fir )x 10 psf = 17350 lbs : V b y -y = 3408 lbs. : 332 plf W c 830 sf /rf + 812 sf/ WI + 49 sf / fir )x 10 psf = 16910 lbs : V c ' y-y =( ) p y -y = 3321 lbs. : 185 plf psf = 5960 lbs : V d W d y -y =( 376 sf /rf + 220 sf/ WI + 0 sf / flr )x 10 p y-y = 1171 lbs. 42 plf W 1 x -x =( 252 sf /rf + 205 sf/ wl + 0 sf / fir )x • 10 psf = 4570 lbs : V 1 x -x = 898 lbs. : 75 plf • W 2 x -x =( 872 sf /rf + 787 sf/ wl + 220 sf I flr )x 10 psf = 18790 lbs : V 2 x -x = 3690 lbs. : 410 plf W 3 x -x =( - • i x 10 psf = 16920 lbs : V 3 x -x = 3323 lbs. : 453 plf • !' W 4 x -x =( :: kfl wl�i �✓ l3i sf /fir )x 10 psf 27530 lbs V 4 x -x = 5407 lbs. 233 plf I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not .. �. ' • . . _ •_ • _ _ asap e• code or ordinance. Receipt on - •.. • •I. . REGISTE . RED of c C�yN c. t Cc L� J RECEIVED !i S o - r l E APR 3 0 2003 COMMUNI G : 0110 Se o „ DEVELOPMENT 189 ►142 1 /E /SUITE 100 WOODINVILLE, WA 98072 '" }' ��+ PHONE:' 2 1 . : • A • 3 I L I FAX: (425) 487 -6585 ` : ti` • ''- t'i: : • 1. YNA.Y:..' :Y1 "... }•,v e"0.1iTY .� • fq.t4• , i , - -- - -- -, . _ w :\ • ......„,. .:,..-. .. ARCHITECTS Plan: M2222A2S -0 Lateral Analysis: N O R T H W E S T Date: 11/8/02 4 ;{ Lateral Analysis: 1997 UBC . P: Max Ht - upper= 27.0' @ Ridge; :Use P = 15.00 avg psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 21.0' @ Ridge; :Use P = 13.57 avg psf See sht 4 for Design Criteria. See sht 5 for Shearwali Schedule P: Max Ht -main = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: Total Wind Loads a y -y = upper= 14.00 ft w x 11.00 ft h= 154.00 sf x 15.00 psf = . 2310 lbs = F: b y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.00 psf = 0 lbs TWL y -y upper = 4620 lbs ri - W c y -y = upper= 14.00 ft w x 11.00 ft h= 154.00 sf x 15.00 psf = 2310 lbs W it 2 d y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.00 psf = 0 lbs J U 1 x - = . upper= 0.00 ft w x • 0.00 ft h= 0.00 sf x 14.82 psf = 0 lbs • .. TWL x -x upper = 5669 lbs U O 2 x -x = upper= 23.00 ft w x 8.50 ft h= 195.50 sf x 14.82 psf = 2897 lbs co W 3 x -x = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.00 psf = 0 lbs j _ I- 4 x -x = upper= 22.00 ft w x 8.50 ft h= 187.00 sf x 14.82 psf = 2771 Ibs .' fn u- a y -y = main= 11.00 ft w x 9.50 ft h= 104.50 sf x 13.22 psf = 3691 lbs j 0 1 b y -y = main= 15.30 ft w x 9.50 ft h= 145.35 sf x 13.22 psf = 1922 lbs TWL y -y main = 11039 lbs c y -y = main= 10.00 ft w x 12.00 ft h= 120.00 sf x 13.30 psf = 3906 lbs g Q d y -y = main= 8.00 ft w x 14.00 ft h= ' 112.00 sf x 13.57 psf = 1520 lbs N D 1 x -x = main= 11.50 ft w x 11.00 ft h= 126.50 sf x 13.22 psf = 1672 lbs TWL x -x main = 13432 lbs F-=- W 2 x -x = main= 15.50 ft w x 9.50 ft h= 147.25 sf x 13.22 psf = 4844 lbs I 3 x -x = main= 19.00 ft w x 9.50 ft h= 180.50 sf x 13.22 psf = 2386 lbs F, O 4 x -x = main= 14.00 ft w x 9.50 ft h= 133.00 sf x 13.22 psf = 4530 lbs tZ I- Check Seismic: V = 0.1964 x ( W ) w lbs. V in full strength values max V seismic n WOAup =( 1158 sf /rf + 1000 sf/ wl + 0 sf / flr )x 10 psf = 21580 lbs : V roof= 4238 lbs. (for rho calc.) U 0 j W a y -y =( 644 sf /rf + 596 sf/ wl + 0 sf / fir )x 10 psf = 12400 lbs : V a y -y = 2435 lbs. : 76 plf ' 0 H . W b y-y =( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V b y -y = 0 Ibs.: 0 plf W W c y -y =( 514 sf /rf + 404 sf/ wl + 0 sf / fir )x 10 psf = 9180 lbs : V c y -y = 1803 Ibs.: 129 plf I U • W d y -y =( • 0 sf /rf + 0 sf/ wl + 0 sf /flr )x 10 psf = 0 ibs : V d y -y = 0 Ibs. : 0 plf O . W i x -x=( . 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V 1 x -x = 0 lbs. : 0 plf - Z W 2 x -x=( '514 sf /rf + 372 sf/ wl + 0 sf / flr )x 10 psf = 8860 lbs : V 2 x -x = 1740 lbs. : 134 plf W N W 3 x, x=( • .0 sf /rf + 0 sf/ wl + 0 sf / flr )x 10 psf = 0 lbs : V 3 x -x = 0 lbs. : 0 plf 17_ H W 4 x -x=( 644 sf Ill + 628 sf/ wl + 0 sf / fir )x 10 psf = 12720 lbs : • V 4 x -x = 2498 lbs. : 154 plf Z WOAmain= 2388 sf M + 3425 sf/ wl + 968 sf / fir )x 10 psf = 67810 lbs : V total = 13318 lbs. W a y -y =( 836 sf /rf + 1483 sf/ WI + 440 sf / fir )x 10 psf = 27590 lbs : V a y -y = 5419 lbs. : 328 plf • W b y -y =( 346 sf /rf + 910 sf/ w1+ 479 sf / flr )x 10 psf = 17350 lbs : V b y -y = 3408 lbs. : 332 plf • W c y -y =( 830 sf /rf + 812 sf/ wl + 49 sf / flr )x 10 psf = 16910 lbs : V c y -y = 3321 lbs. : 185 plf W d y -y =( , 376 sf /rf + 220 sf/ WI + 0 sf / fir )x 10 psf = 5960 lbs : V d y -y = 1171 lbs. : 42 plf ; W 1 x -x=( 252 sf /rf + 205 sf/ wl + 0 sf / fir )x • 10 psf = 4570 lbs : V 1 x -x = 898 lbs. : 75 plf • W 2 x -x=( 872 sf !rt + 787 sf/ WI + , 220 sf / fir )x , 10 psf = 18790 lbs : V 2 x -x = 3690 lbs. : 410 plf W 3 x -x=( 377 sf /rf + 945 sf/ wi + 370 sf / flr )x 10 psf = 16920 lbs : V 3 x -x = 3323 lbs. : 453 plf . - W 4 x -x =( 887 sf /rf + 1488 sf/ wl + 378 sf / flr )x 10 psf = 27530 lbs : • V 4 x -x = 5407 lbs. : 233 plf . . 5:., . . '' • .. . . ;� �ti .. .,.., ! . , . , .,,,„,,-.4„: ...• ,,,„.. .. - 4 iry.. � t . 18915 - 142ND AV N.E./ SUITE 100 WOODINVILLE, WA 98072 '"� PHONE: (425) 485 -4900 FAX: (425) 487 -6585 SW' `.'" .., ; .. [.. -r -- - - -... _ -- . - , l • I, ARCHITECTS NORTHWEST Date: 1118/02 Plan: M2222A2S -0 page 2 of 11 Compute sum of Shear- Resisting Walls & Compute V x -x, V y -y upper floor: Sum SW a y -y = ( 9.50 8.00 14.50 32.00 tl If shear wall 0 sw y -y Sum SW b y -y = ( 0 0.00 tI If shear wall 46.00 • Sum SW c y -y = ( 14.00 14.00 tl If shear wall Sum SW d y -y = ( _ 0 0.00 tl If shear wall Sum SW 1 x -x = ( 0 0.00 tl If shear wall tl sw x -x Sum SW 2 x -x = ( 13.00 13.00 ti If shear wall 29.17 Sum SW 3 x -x = ( 0 0.00 0 If shear wall Sum SW 4 x -x = ( 5.67 10.50 16.17 tl If shear wall Z main floor: Q • - Sum SW a y -y = ( 6.50 5.00 5.00 _ 16.50 tl If shear wall 0 sw y -y 1=- W Sum SW b y -y = ( 7.25 3.00 10.25 tl If shear wall 72.75 C .n Sum SW.c y -y = ( 10.00 8.00 18.00 tl If shear wall j U Sum SW d y -y = ( 28 28.00 tl If shear wall Sum SW 1 x -x = ( 6.00 6.00 - _ _ 12.00 tI If shear wall tl sw x -x (/) W Sum SW 2 x -x = ( 9.00 9.00 tl If shear wall 51.51 W = Sum SW 3 x -x = ( 3.67 3.67 7.34 tI If shear wall F- LL Sum SW 4 x -x = ( 3.67 9.00 7.50 3.00 23.17 ti If shear wall W 0 I Compute V x -x max. and V y -y max. 2 location V wind V seismic /1.4' V max #'s / length plf governing force SW# plf J Q upper floor: CO D a y -y = . 2310 lbs 1740 lbs 2310 #'s /1= 72 plf wind Use SW #: P1- 6(198p1f) = W I- _ b y -y = 0 lbs 0 lbs 0 #'s /I = 0 plf wind Use SW #: not applicable Z 1- c y -y = 2310 lbs 1288 lbs 2310 #'s /I = 165 plf wind Use SW #: P1- 6(198p1f) I- O : d y -y = 0 lbs 0 lbs 0 #'s /I = 0 plf wind Use SW #: not applicable W F- 1 x -x = 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not applicable = Q 2 x -x = 2897 lbs 1243 lbs 2897 #'s/I = 223 plf wind Use SW #: P1- 4(304p1f) U CO 3 x -x = 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not applicable , 0 E- 4 x -x = 2771 lbs 1784 lbs 2771 #'s/1= 171 plf wind Use SW #: P1- 6(198p1f) 1 . w W main floor: _ a y -y = 3691 lbs 3870 lbs 3870 #'s /I = 235 plf seismic Use SW #: P1- 6(198p1f) ~ LL. O b y -y = 1922 lbs 2434 lbs 2434 #'s/I = 237 plf seismic Use SW #: P1- 4(304p1f) Z ' c y -y = 3906 lbs 2372 lbs 3906 #'s/1= 217 plf wind Use SW #: P1.4(304p11) U 0 d y -y = 1520 lbs 836 lbs 1520 #'s/l = 54 plf wind Use SW #: P1- 6(198p1f) 0 H 1 x -x = 1672 lbs 641 lbs 1672 #s/1= ' 139 plf wind Use SW #: P1- 6(198p1f) Z 2 z -x = 4844 lbs 2636 lbs 4844 #'s/1= 538 plf wind Use SW #: P2-4(608p1f) ■ 3 x -x = 2386 lbs 2374 lbs 2386 #'s/I = 325 plf wind Use SW #: P1- 3(389p11) WI 2x edge frmg 4 x -x = 4530 lbs 3862 lbs 4530 #'s/I = 195 plf wind Use SW #: P1 -4(304p1f) Since 733p1f > full seismic of 453plf at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: y-y: P P Design shtg. gable (typ). sue. Roof diaphragm: c 2310# / 28ft of truss = 83 If < 140 If max. Desi n truss for 2310# lateral or use P1 -6 sht .Use detail #11 at able endstW - Roof dia (2) 4" diaphragm: P () truss bays of blocked shtg. Use 4 o.c. nailing of shtg to truss. Design 9 gable end truss for , , �w�� � hra m: 2 x -x: 2897# / 16ft trus = 160 if. Use 2897# lateral load or use P1 -6 shtg. Use detail #11. Use detail #9 to lower roof deck. Note: space provided for RAFG & no penetrations allowed thru S t¢;-1.0 rat JeJe � 'ti • Main floor diaphragm: 2 x -x: (4844# - 2310# / 20ft of top plate = 126 If < 177 If. OK Use A35FA at top plate of SW 16" o.c. & double block ► Main floor diaphragm: 3 x -x: 2386# : Use CS16 -72" horiz strap to tie 6x10 beam at laund to top plate over entry doors for transfer. Deck plant shelf. ti , , , � : gra„ n Use ( 4 ) shear panels by truss manuf above top plate of SWs between special scissor trusses. G ..,,, . �i ! X41 ��'� .: . : Lrt 1.fp, 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 ; PHONE: (425) 485 -4900 FAX: (425) 487 -6585 Y : y" , • :\ 1 a ,. ARCHITECTS NORTHWEST Date: 1118102 Plan: M2222A2S -0 page 3 of 11 Check Overturning for Holdown Selection Uplift = ((ht x plf x width) - (2/3 D.L.x 1/2 width)] / width Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. . Location width V plf ht. M / width DL /If Uplift Holdowns selected , upper floor: ' " a y -y = 9.50 72 plf x 8.083 ft. h. = 583 lbs - 80 lbs = 333 lbs. Use : scheduled nailing 8.00 72 plf x 8.083 ft. h. = 583 lbs - 80 lbs = 372 lbs. Use : scheduled nailing 14.50 72 plf x 8.083 ft. h. = 583 lbs - 80 lbs = 201 lbs. Use : scheduled nailing c y -y = 14.00 165 plf x 8.083 it h. = 1334 lbs - 80 lbs = 964 lbs. Use : CS16 strap -361 w/(18)10d nails 2 x -x = 13.00 223 plf x 8.083 ft. h. = 1801 lbs - 80 lbs = 1458 lbs. Use : CS16 strap -36 "I w/(18)10d nails Z 4 x -x = 5.67' 171 plf x 8.083 ft. h. = 1385 lbs - 80 lbs = 1236 lbs. Use : CS16 strap -36 "I w /(18)10d nails ' II Z 1 0.50 171 plf x 8.083 ft. h. = 1385 lbs - 80 lbs = 1108 lbs. Use : CS16 strap -36 "I w/(18)10d nails Q W W main floor: 5 a y -y = .• 6.50 235 plf. x 10.000 ft. h. = 2346 lbs - 100 lbs = 2131 lbs. • Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge U 0 5.00 235 pif x 9.083 ft. h. = 2131 lbs - 170 lbs = 1850 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 0 5.00 235 plf x 9.083 ft. h. = 2131 lbs - 170 lbs = 1850 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge W I J 1- b y -y = 7.25 237 plf x 9.083 ft. h. = 2157 lbs - 90 lbs = 1942 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di to . 3.00 237 plf x 9.083 ft. h. = 2157 lbs - 90 lbs = 2068 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge W 0 c y -y = 10.00 217 plf x 9.083 ft. h. = 1971 lbs - 170 lbs = 1410 lbs. Use : CS16 strap -36 "I w/(18)10d nails M 8.00 217 plf x 9.083 ft. h. = 1971 lbs - 170 lbs = 1522 lbs. Use : CS16 strap -36 "I w/(18)10d nails g J d y -y = 28.00 54 plf x 9.083 ft. h. s 493 lbs - 90 lbs = -339 lbs. Use : 5/8" AB w /in 12" of panel edge LL n N d 1 x -x = 6.00 139 plf x 10.000 ft. h. = 1394 lbs - 100 lbs = 1196 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di H W 6.00 139 plf x 10.000 ft. h. = 1394 lbs - 100 lbs = 1196 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di Z = F- 2 x -x = • 9.00 538 plf x 9.083 ft. h. = 4889 lbs - 250 lbs = 4146 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge H p 3 x -x = 3.67 325 plf x 9.083 ft. h. = 2953 lbs - 90 lbs = 2844 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge W ~ 3.67 325 plf x 9.083 ft. h. = 2953 lbs - 90 lbs = 2844 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge j Lij Q 4 x -x = 3.67 195 plf x 9.083 ft. h. = 1776 lbs - 90 lbs = 1667 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge V Ca . 9,00 195 plf x 9.083 ft. h. = 1776 lbs - 90 lbs = 1508 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 0 FN 7.50 195 plf x 9.083 ft. h. = 1776 lbs - 250 lbs = 1157 lbs. Use : STHD1ORJ w1 16d sinkers, 1 1/2" edge W W • +� 3.00 195 plf • x 9.083 ft. h. = 1776 lbs - 250 lbs = 1528 lbs. Use : STHD1ORJ w/(28) 16d sinkers, 1 1/2" edge = 0 i u_ O Z al . U = Holdown Summary • o ~ Use (6.) STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. . ' Use (.16 ) STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. • Use ( 6 ) STHD10 w/ (28) 16d sinkers, l 1/2" edge dist. • Use ( ) CS16 strap -36"I w/(18)10d nails 1 Use ( ) CS16 strap -72"I w/( 27 )10d nails • . Use(10) DTCw /(6)8dnails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. • • • 17 ;' -p , } Y . . .$r 1 " "��. 1, r fv'.. ' M 1 t :4 : -'4 ` . 18915 - 142ND AVE. N.E./ SUITE 100 • WOODINVILLE, WA 98072 r PHONE: (425) 485-4900 FAX: (425) 487 -6585 Met' t . JJ/ /ARCHITE.CTS JOB NI 2222,42S -c� - N O R T H W E S T • CALCULATED BY • 1E016 AVEAEJE NE 94JITE 100 WOCONVIU.E, WA 98072 DATE �' 810 2 SHEET NO. OF fl OFFICE, NM W4000 PAX: (423) 4674158/ • TOLL FRE.14t6.272d100 E•MAILL ARCHNW10AOLCOM • , . , Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" • • z Wind per Section 1615: z w cc 2 Design Wind Pressure: _ JU P= CexCgxQsxlw c..) Cc= Exposure Factor; Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor w = • J i- Site /Project Specific Values: • Cc = 0.62 (Exposure B @ < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) 2 Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) 1 u-< • ■ . . Calculated Wind Pressures at Prescribed Building Heights: N D " ' P =13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H H LU ? F. - HO Earthquake per Section 1626: w n o Base Shear V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) • co • Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q o H R = Rotation value from Table 16N ; W = Total Seismic Dead Load 1 = w Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) w O � z N Site/ Project Specific Values: _ O �- • . � Seismic Zone 3; Soil Type Sd; Ca = 3.6: z R for wood structural panels =5.5 (plywood shearwalls) . R for all other structural panels = 4.5 (gypsum shearwalls) . V(plywd) = 0.1964W; V(gwb) = 0.2400W , J ■ • Redundancy Factor. p (Equation 30 -3) combined with r max equation (Section 1630.1.1) • . creates a design condition to attempt to keep p = 1 or less. . ■ , . 7.4 r :\ • • • ARCHITE.•CTS JOB he• 2222A2s -0 • . . N O R T H W WEST CALCULATED BY ■ 18015442ND AVENUE NE SUITE 100 W0001NVILLE. WA 98072 / �+ / / .. OFFICE: (425) 485.4000 FAX: (425) 4578585 • DATE l I / 0 Z " SHEET NO. J OF { l . TOLL FREE: 1488-2724100 EMAIL: ARCHNY1114ACLCOM SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) z • P1 -6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. , i z Anchorage: 16 d nails @ 5 " o,c. OR 5/8 AB @ 48 o.c. to conc. w it 2 P14 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. 6 Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w/ 8d (gun) nails @ 3" o.c. w o Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. co w Use min 3 "nom sills and studs @ adjoining panel edges if >350plf load. _J i_ P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. CO 0 Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8x5 lag screws @ 8" o.c. or 5/8" AB @ 18 o.c. to conc. co a Use min. 3" nom.Sills and studs @ adjoining panel edges. H w P2-3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. z = . Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. E .,. O • . Use min. 3" nom. Sills and studs @ adjoining panel edges. . W F' • 1. The shear values in this table are based upon the use of 8d, pneumatically driven 2 D • nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. D 0 • 2. Nail spacing is for all panel edges. Block all panel edges. O N . 3. Spacing of nails along intermediate framing members is 12" o.c. is w 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C- C /C- D /Struct II plywood. . v • • 5. A double sided shear walls, offset sheathing joint by one bay min. Also provide I , 4x blocking beneath sill plate, with nails staggered. — O • , id . — I • . ... - -- O H • HOLDOWN SCHEDULE Z • updated 7/30/98 # listed for 1/97 Simpson Strong -Tie cat. # • STHDI ORJ w/ (28) 16d sinkers, 1 112".edge dist. 2745# 2575#6 "c. hem -fir table 1 • STHD10 w/ (28) 16d sinkers, 1 12" edge dist. 2745# 2575# hem -fir table STHDI4RJ w/ (38) 16d sinkers, 1 1/7 edge dist 4430# 4220#6 "c. hem -fir table STHD14w/ (38) 16d sinkers, 1 12" edge disc 4430# 4220# hem -fir table • • . HPAHD22 w/ (12) 16d nails, l 12" edge dist 1564#6 nails added for hem fir ' HPAHD22 w/ (16) 16d nails, l 12" edge disc 2240# ©8 "curb (16) nails max at rim joist . HPAHD22 w/ (19) 16d nails, >8" edge dist. 2607 #6 nails added for hem fir. • . 5/8' AB wfm 12" of panel edge 500# • • CS16 strap -36"I w/(18)1 Od nails 1353# nails added for hem fir CS16 strap -46'9 w/ (28)10d nails 1650# nails added for hem fir . MST37 W/ (24) 16d fe R07,-7,M: naps 1850# hem -fir table • MST48 w/ L`D • (34) nails 2945# hem -fir table .. °` �!�;> MST60 w/ (48) 16d nails 4415# hem -fir table •. ' MST72 w/ (56) 16d nails 6150# hem -fir table l 4t HD1 OA w/7/8" 55TB28 A.B.W/ (4) 7/8" bolts 7823# value reduced for Hem Fir s y , HDBA w17/8" SSTB28 A.B. w/ (3) 718" bolts 5301# value reduced for Hem Fir li 'v.;t.4r4 F ..1 ' HDSA w/ SSTB20 AB w/ (2) 5/8" bolts 3038# value reduced for Hem Fir .s.'; HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. 4085# • value reduced for Hem Fir 11 r• A35 F.A. w/ (12) 8d nails • 450# value reduced for Hem Fir f. r' • .'ry y y; ,�....._ - .... . . Room - PLATE. architects northwest roof framing roof frame wide blocked sheets nailing of roof deck to truss foundation plan ' ' • • . Provide • we &ma n. at the base. �, ; ' tl.' .c . . . • • T '"" 1 , • ' HD10A w/7/8" SSTB28 A.B.w/ (4) 718" bolts Typical STHD • 0616 strap -361 w/(18)10d nails 1353# HDBA w/ 7/8 "'SSTB28 A.B. wl (3) 7/8" bolts Corner Installation • CS16 strap -461 w/ (28)10d nails 1650# •• HDSA w/ SSTB20 AB w/ (2) 518" bolts with 3 -2x studs r .,, l i�j 11.,', .'^f. • • SIMPSON PSO Nl ST HDI ORJ w/ (28)16d sinkers, l 1/2" edge dist. 2745#@8 "c. 257511406"c. „ AA • *:.•::' q x. „,, c '.. STHD10 w ( 28)16d sinkers, l 1/2” edge dist. 2745# 2676# 3 v $ ,, • Strong-Tie STHDI4RJ w/ B 16d sinkers 1 1/2* edge dist 4430# 8 "c. 422 , 3 ` 4 -0 • CaNRlEC'TORS 4 • STHD14 w/ (38) 16d sinkers, l 1/2" edge list 4430# 4220# � .? “. i NOTE ALL. m T VALUES ARE TAKEN FROM SIMPSON CATALOG; For- HEMFIR- 211/97 exp 1/99, OR CATALOG C498. 4 t ' � ` . VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE.' "'? • • j,rj4$ . . . ' IIMPO f • ,'•f .4' • . g . ' ..... .. /ARCHITECTS /INNORTHWEST CALCULATED BY SHEATH TRUSS PER PLAN OR - TRUSS DESIGNED FOR LA LOAD STG • 24' O.G. SHEAR HALL (5>r PLANS) Si-EATH TRUES PER ALAN OR USE DESIGN FO LOAD D ShEAR WALI. SCALE , TRUSS TRANSFER DETA TERAL DETAIL 4 . SHEAR WALL PER. PLAN Cam. tit i ete... 8d NAILS • 6' O.G. THROUGH SHEATHING INTO FRAMING MEMBER ti ROOF SHEATHING ROOF FRAMING MEMBB2 PER PLAN 2 x BLOCKING 2x BLOCKING BETM EN STUDS (2) ltd NAILS •) EACH STUD 'MALL TO ROOF TRANSFER LATERAL DETAIL 9 TYPICAL ROOF DIAPHRAGM SHEAR HALL PER PLAN • ROOF FRAMING MEMBERS PM PLAN CONTINUOUS SHT6 *EN SABLE TRUSS NOT DESIGNED FOR LATERAL LOAD 2x6 SOLID 8 BLOCKING • 48' O.G. (5) Ibd TO BLOCKING EACH END 'MP. • NOT TO' SCALE ;GABLE SMEAR TRANSFER DETAIL LATERAL DETAIL 11 SHEAR WALL PER FLAN )I6d• JOIST 4 DIAPHRAGM DOUBLE JOIST 2x SLOID BLOGKIN& • OR PER PLAN SHEAR OGGUR .#ARCHITECTS NORTHWEST 1•116.14m AVMS le SUITE 100 WOODINV11.1.1.1 WA ingrn • OFFICE (425) 4113-4800 FAX (401) 4474Mle MU. 1488•272-4100 EMAIL: A RCHNW1 SAOLCZM J0E3 CALCULATED BY SHEET NO. MAX. • SPLICE 2x STUDS PMZ PLAN 16' O. TYPICAL TrF'IGAL SPL I OE ONNEGTION ILATER.AL r;ETAIL IS 5WEihet. 14) ALL 1444051■••• FLOOR JO 1 STS F 0 PLAN 5404P FER FLAN LATERAL DETAIL I6A • SHEAR KALI- PER PLAN 2x SCUD SLOCKING PIER PLAN *EAR NALL PMR. PLAN (2) I6d • 6' OZ. U.N.O. PANEL YED6/25 AT C.OWTI MASONS MENISERS SEE SHEA/R. AU SC•HEL FOR NAILING PATTERN SI-EAR /NALL PER IDLAN NO SCAL- P FLOOR 4 EXT NALL TO PALL PLAN- •• BATT INSULATIO PER PLAN 9/4' T.C5. PLYY•100 SLEFLOOR SLUED R. NAILED 1 SfAR. }MALL PER PLAN HOLD0r04 PER PLAN SHEAR ALL. PER PLAN 11OLDON PER PLAN FACE OP SLAB MIL SLACK V. B. CONTINUO PONY SHEARINALL STEM '•04/30/2003 05:01 4257460860 Raw M Earth Consuttants• Inc esemtmeal plesi•m awe • swnemwnd saa.+aw Willuaen T MBSI A $ems l WMW moan» 1Mela 1ao5 136th PM= Sults 201 • Bellows. WA 08006 gsAesee (425) 913.3760 • Tall Free (See) 7394670 FAX (aaa) 748.08150 DAILY FIELD REPORT EARTH CONSULTANTS PAGE 02 Field Rep. Job No. Page Report No, Tiros On Ste Time off Site Doe oay of Week a Travel Time Miles Weather Permit Hrs. Charged Winona Genoa! Contractor JnbtdOadOn Goma, rlirador'a lbupartnfencloot Received Unchlecked By lry Contractor rT ng Forearm By Dole Are approved Plans/Permits on -site ❑ Yes ❑ No Pralect No. Permit No. If No, contact the building department or explain below, COPY TO: TINUED ON NEXT PAGE 0 1 04/30/2003 05:01 4257460860 Earth Consultants, Inc oleeftnewsemeescerevomammetweasioulem 1809 1911th nice N.E, Sufi. 901 • Bellevue, WA 98000 Bellevue NZ) 843.3780 • Toll Free (1368) 71948670 FAX (azs) 7411-0880 DAILY FIELD REPORT EARTH CONSULTANTS PAGE 03 Field Rep, Time On Site Truce( T1me Permit No. Job No. Pepe of Report 7 Z lame Olt Site Day of Week Weather Mn, Clamed Pro General Centreeter Grading Contractor Job Location Gen.rN canttw ore Superintendern ifenvOmner Received Unchecked By r.dllq Foremen Are approved Plans/Permits on-slte D Yes Q No Project No Permit No. If No, contact the building department or explain berow: 04/30/2003 05:01 4257460860 Earth Consultants, Inc Ill Oar+sarcmn MIME a ICPEWMA80 reoee Qr10eti 1805138th Piece N.E., cull. 401 Bellevue, WA 48009 Bel/evue (425) 8433780 • Toll Fee (888} 7344670 FAX (4257 748.13980 EARTH CONSULTANTS PAGE 03 Field Rep. Job No. Tirns On SIN Time Off sit. Travel Time Mlles Report No Day of Week Gad DAILY FIELD REPORT PTnit wo. Mrs, Charged Pro) Job lACatlon 08entlC)u+tier 0416044e5 :Taft General Contrsetor General Conb3etafe Sop.rhbendent Received Unoheeleed By Are approver! Plans&Perrnits on•site j Yes ❑ No Probed Ne, Permit No. If No, contact the building department or explain below: May 5, 2003 City of Tukwila Building Department Tukwila,Washington Re :. Cascada Glen Development Lot 14, and lot 19 Tukwi 1s, Washington Gentlemen, The chimney bump out tsttachcment to the exterior wall of the above two residences is acceptable to this office, If you have any questions pieslse give vs a call. Sincerely, naiad Y. Sabra, P.B. ra$ Y S12v &'3 BAHRA CDtN UL UCTURAL. EN NKEREI _0NC• 2200 MERCHANT WAY EVERETT, WASHINGTON 98206 TBVFAX: (425) 379 9025 E•MATL: KSABR.A@WORLDNET.ATT,NBT 0)-aJ-co arm RECEIVED _.5r:003 BUILDING G DEPARTMEN1. - '- ' - • • . Ci ty of Tuk % , : J i ; , ia I Steven M. Mullet, Mayor N c . : Department of Community Development Steve Lancaster, Director 1 908 _ - -- August 13, 2002 Q ' = Z t•- Mr. Jihad Keirouz ce 41 Dear Mr. Keirouz: n "- a • Na # Thank you for providing examples of the types of house designs you are considering for the w Hillside Homes development. I had a chance to review these with Carol Lumb and Nora ? ■ Gierloff and believe they are generally appropriate designs for the site, however I need some z o additional clarification on several items. . i uj _° Please provide for the files a description of the colors and types of materials you plan to use, as o well as the final house plans you will be using. Will the window treatments be as reflected in the w i photographs you provided? I also would like you to identify what design and materials options i v S are available to home purchasers so that we clearly understand the types of houses that may be u- p constructed on -site. These options must be approved by me as well. iii w H= Since you currently have two legal lots of record, one home may be built on each. These homes 0 I- must meet all standard requirements, including but not limited to, setbacks, access, surface water management and utilities. These homes may not be sold until final plat approval and recording, unless sold together with the currently existing tax lot. Please be aware that building houses ' before final plat approval may result in unforeseen final plat complications, for which you must 1 take full responsibility. . 1 I look forward to receiving the additional information on the house designs. If you have any questions, you can contact Carol Lumb at 431 -3661. { { Sincerely, f f r - � — � D L � F4 W— -'1,'.,,, , ft 1 Steve Lancaster, Director Department of Community Development ;�:. ..:t1 tfS. ? ;,,., I 10; . j P ik t rt, i cc: Nora Gierloff, Planning Supervisor Carol Lumb, Senior Planner a. 0 a . c :lmydocs \Tukwila Subdivision.eirouz -2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 ° ;;; ,. .:... - ..,.... ■ fir ,. �� .; 2ff Tu �•- City of Steven M. Mullet, Mayor -� : l 0 + : e X Wi i tv 2 Department of Community Development Steve Lancaster, Director 8 190 PLANNING DIVISION COMMENTS _ �; re DATE: December 3, 2002 N o APPLICANT: Dream Catcher Homes, L.L.C. J RE: D02 -340 ~ ADDRESS: 13351 Tukwila International Blvd. w 0 Please review the following comments listed below and submit your revisions accordingly. Q If you have any questions on the requested revision, Carol Lumb is the planner assigned to co a the file and can be reached at 206 - 431 -3661. _ 1. Hillside Homes was approved as a Planned Residential Development, which requires z O approval of the design of the homes as well as materials and colors. In August you met 1111 u with Planning Division staff to review house designs you were considering using for v o the Hillside Homes subdivision: On August 11, 2002 the Department Director sent a O N — letter requesting additional information about the house designs. A copy of this letter = w is attached. Please provide the information requested in paragraph two for Director approval so that as building permits are submitted they can be reviewed against the LL O approved design/materials list and signed off. v N H O ~ z ,,- ; rr TTf N • c: \mydocs \generaI\2002- Memos \D02- 340.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 - 3665`' - , - ." . - - A. Cr" - - c- 1 \II ILA, ' J Oii %* to t '; City of Tukivi Steven M. Mullet, Mayor 4 s , -.gym % • -I , N kw / - Department of Community Development Steve Lancaster, Director z January 8, 2003 ' 1 1- z ce 41 Mr. Jay Keirouz 6 D Dream Catcher Homes, L.L.C. v p r 13407 51st Avenue West N w Edmonds, WA 98026 w z F- u) L RE: CORRECTION LETTER #1 w O 1 Development Permit Application Number D02 -340 2 Hillside Homes — Lot 14 — 3821 S 132" Place u- 3 = Dear Jay: i— _ zF- . This letter is to inform you of corrections that must be addressed before your development permit can be z O approved. All correction requests from each department must be addressed at the same time and w w reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the n 0 Building, Fire and Public Works Departments have no comments. 0 co w Please address the attached comments in an itemized format with applicable revised plans, . H 0 specifications, and /or other documentation. The City requires that four (4) complete sets of revised - ~ O .. plans, specifications and/or other documentation be resubmitted with the appropriate revision iu Z block. H 1 O I I n order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have Z .. enclosed one for your convenience. Corrections /revisions must be made in person and will not be . I accepted through the mail or by a messenger service. t If you have any questions, please contact me at (206) 433 -7165. Sincerely, a �x�� Stefania Spencer Permit Technician encl 1 T ' t i '': xc: File No. D02 -340 r r.,„ mwzrv,, r 4 ..,„, Loy,.,,,. , . , I*44., ;4 i j a '.'.r i �'4.49,4 P2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 S" ', ' , ___ - , - - _ --t -r- 0 \ DREAMCATCHER HOMES, LLC. } January 14, 2003 • • Mr. Steve Lancaster Z City of Tukwila = Z r Department of Community Development w 6300 Southcenter Blvd, Suite #100 CIT RECEIVED A 6 D a ,; Tukwila, WA 98188 U O t JAN 1 5 2003 n RE: House Designs for Hillside Homes w J I— PERMIT CENTER u) u. 4 w ;; Dear Mt Lancaster: Yt This is in response to your letter dated August 13, 2002 regarding the additional information you need u- ? for Hillside Homes Designs. N a , I w 1 We are planning on using all the house plans we provided you. The home buyers will get to choose which Z H i plan they like on the lot they want The homes will be painted with earth tone colors, no bright colors will be I— O I used. The front facade of the homes will have the window treatment per plans. The rest of the facades could w w have the same treatment as an option to the buyer. Siding materials will be HardyPlank and Cedar Shingles. 2 D : 1 Buyers will have the option of stone accent on the front facade per plan. All option will be an up- charge for O 1 the buyers. p F - w 1 I hope this additional information will satisfy your concerns about the house designs. Please feel free to H U call me on my cell phone with any questions. (206) 300 -6874 u. ~O Lli Z Sincerely, V N . I-- I ' . O glit �� Z . Jihad Keirouz President I 1 I. I 1 3. 13407 51sT AVE W • EDMONDS, WA • 98026 f r"k,"� ' PHONE: 206 - 300 -6874 • FAX: 425- 741 -2634 F ° 3 T to 2 so 3t10 ,, , w PROJECT NAME: s �`•A „a, _% 4' PERMIT'O:. ,DO 2 -3 -Ve Site Address: ,,..e 5 i3Z /`Z - • " - -- Original Issue Date: / - z / - 3 • REVISION LOG . . • Revision I Date i Staff i Date I • - Staff No. I Received I Initials I Issued I Initials Summary or Revision: ! V'' - . 6 s - U O r - Received By: - t ' n w (please print) 1-- N u W 2 Revision Date I Staff Date I Staff g Zi No. Received 1 Initials Issued I Initials d I I S • _ �-- Summary of Revision: z }' F- O W Received By: w i D o • • (p print) 0 to . CI I— = w • Revision Date Staff Date Staff F F V —_, No. • ' I Received Initials I Issued 1 Initials u' O z �_ Summary of Revision: z f " • • Received By: (please print) • l i Revision Date Staff Date Staff No. Received I Initials I Issued Initials 1 I .• - -... • I I I . Summary of Revision: Received By: ' CJµ• (please print) • r� rs j, Revision Date Staff Date i = � }fit: Stairmv ; No. Received Initials Issued Initials ; -�: Jn, nett v Summary of Revision: - p Received By: h . (please print) . l r? - S 1„." :•-N. •.., . ".. .. �. ,.,) .. , - -_ v.cr ;` ' .. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP > ACTIVITY NUMBER: D02 -340 DATE: 04 -25 -03 PROJECT NAME: CASCADE GLEN — LOT 14 Z SITE ADDRESS: 3825 S 132 PL ' ,i- z Original Plan Submittal _ Response to Incomplete Letter # v O 0 Response to Correction Letter # X Revision # 1 After Permit Is Issued w w J H 'Li O - DEPARTME TS: 4 ° Y fr o 6 0 . .41-a3 , /,c 4 -2' 3 Buildi�l ivision � Fire Prevention ill Plann 4ivision © w a = w Pu v�o�rks Structural El Permit Coordinator F" I�'Ii1/I /� � 1� —��3 ? 1 . WW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -03 Complete Z Incomplete ❑ Not Applicable ❑ § w � 1.-. Comments: _ w !- w { Permit Center Use Only iii Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z ~ TUES /THURS ROUTING: , Please Route gf Structural Review Required ❑ No further Review Required ❑ ' REVIEWER'S INITIALS: DATE: APPROVALS O CORRECTIONS: DUE DATE: 05 -27 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ i Notation: 4`4 e, `, 4 � REVIEWER'S INITIALS: DATE: fi :' ' 1 Permit Center Use Only iii► 4' CORRECTION LETTER MAILED: "' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ; _ A: t . zHc s i isi' „,,„,,,,,t;,. ...,,,., Documents/routing slip,doc 04, , 2-28-02 Ar +rig �: ‘ -- k CE - :\ 1 . PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D02 -340 DATE: 01 -15 -03 , PROJECT NAME: Hillside Homes, Lot 14 a • SITE ADDRESS: 3821 S 132 PI W QQ 2 F J t) Original Plan Submittal Response to Incomplete Letter # d o X Response to co ai J to Correction Letter # .1 Revision # After Permit Is Issued CO Li_ 1 DEPARTMENTS: 2 Building Division n I Fire Prevention n Planning Division I- co a Public Works ❑ Structural n Permit Coordinator x z ,._ I- O ZH Ill uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-16-03 2 o Complete E Incomplete n Not Applicable ❑ 0 1— tii Comments: 1-- P { WZ Permit Center Use Only � I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: 1 Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS: DUE DATE: 2-13-03 ; max-, : i Approved n Approved with Conditions Not Approved (attach comments) El c ,, Notation: REVIEWER'S INITIALS: DA TE: ` ", ` ;� Permit Center Use Only i ,k CORRECTION LETTER MAILED: 1 .4%1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:; ;.:? c Documents/routing slip.doc ; 2.2 &02 ; � , . - r- . PERMIT COORD • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -340 DATE: 11 -08 -02 PROJECT NAME: HILLSIDE HOMES �j S — LOT 14 z SITE ADDRESS: 2SZ( � , 1� � � z w cc X Original Plan Submittal Response to Incomplete Letter # -J 0 00 0 0 Response to Correction Letter # Revision # _ After Permit Is Issued J H CO p W 2 DEPARTMENTS: g 5 ha le 12 0) A-42 0-0-03 (A c L(�s 1-z-30-2- U Building Division Fire Prevention ® Planning Division g N D = w Public Works [l Structural ❑ Permit Coordinator X Z 2 I— O Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -12 -02 g j VO Complete Z Incomplete ❑ Not Applicable ❑ O — 0 I— i Comments: = W • I— , LL. O Permit Center Use Only Z LLl INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: O ~ Z i TUES /THURS ROUTING: , Please Route ' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-10-02 • Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) a Notation: ., ' r REVIEWER'S INITIALS: DATE: M.s. Permit Center Use Only 1 CORRECTION LETTER MAILED: / - 497 : 52 - 3 Departments issued corrections: Bldg ❑ Fire ❑ Ping j PW ❑ Staff Initials: Ss" i ? `. • • m PERMIT COORD COPY a,hi Documents/routing slip.doc 3 t 2 -28.02 ,, f + . - -- _, ' — . '.4- • r-. - J�v� ~• -w9ts ' City of Tukwila • f '! o , �IIor \'5'... ',, Department of Community Development - Permit Center � t 441/ - ∎ P' o • i 6i00 Southcenter Blvd, Suite 100 .,.( , i,M? Tukwila, WA 98188 , A _ ' "'-- -. - -�' X06 43I - 3670 1908 _- - (" ) z r , .Y. '.). .. �,.�.1.,i:`•'' Y:, },; : wy ..� + ',fir; i , iteiq,: ?�l,•aa':��q'�a' %.:�t�;!.`.:t •; ;�,... I ; ,,,4, R7 { a ) Y t. !i i; , r , ; '6 1 1' ',', , "' t s r i,. ; . ', i I i /.� Fa J� f s u:: Z: t ; , — W , ,, :: : :. � � f,�. - 1f m : �. : N : ,RE ISIO S,I B II�II,TT.AL,:: r �, , = , , '(j:):� r 7.F...:,a.`Jca ry a. �iF.': 1:.. 1: i�) `i'?\V��r,- �y@�]��'.:Y�i� +u'1,' = �'.l.'.e�. °.laY'.i .v r..'1: \ ".'n��i•: Y!• >:.co�,•:� „ .. �.r•+. .. ... t. ,. ..ti ��"� �l ��i ,.....1., Ti y t. �)'.�'Ii,��. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N p r through the mail, fax, etc. w = . u_ . Date: 2' 6 — 5 Plan Check/Permit Number: 7c Z -- 32- v O 0 Response to Incomplete Letter # L- T 1 LL a cn C3 0 Response'to Correction Letter # A i W Z 16., Revision # t after Permit is Issued Z I.— z0 • Project Name: rta (_ - 1 \ 2-i v o • Project Address: .3 8 Z5 +s'#- l 3 't 2..t-e -T, p - • Contact Person: f`Z' 1�-�� ?_ Phone Number: & 30 o 687Z/ = v Summary of Revision: U NSF 1- t OCJI�b" `� "- z 1 U N z 1 f l 1 i RFraENFD C ITY OF TUKWILA , APR 2 5 2003 i PERMIT C:FNTFP I , 1 i Sheet Number(s): ' � ,` , `r • "Cloud" or highlight al! areas of revision including date of revision .. �. Received at the City of Tukwila Permit Center by: )A L � t • J ALI Entered in Sierra on 0 1"//95.i -3 • t'A 08/30/00 r., ^ ....+ , .. : • -� . " .0 • w% City of Tukwila o ! �r ''` Department of Community Development - Permit Center , `' 'i !je. J 6300 Southcenter Blvd, Suite 100 aft , . Tukwila, WA 98188 ' •. (206)431 -3670 190 _ , Z ': 1 1r V ' } 6'c�'�q Sty, iY , t' i zd r . �, tp < j � � r . I N f 17 TA:vx e .. i�t i t*, a a r,.c CL W .. :. , � �} } ,, , k . ; �* , W f 1tE SIU ITBMIT L F �u, r x:ti ;x,,i"^< W 'i' a ;ky, x i ra t . h.C? . ,a 2p 1.,, )y:, „' ;,. ,< , . .s, ... ..4 � , � t,: .. :s .� . ...,. V : F ',. 4 n,$. .•. ; '' .� 6 J V . 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted u) C N through the mail, fax, etc. w I y 1-- N u_ ., w O Date: 1 / I `- / 3 Plan Check/Permit Number: D02 -340 u_Q 0 Response to Incomplete Letter # _ to Revision #1 d f;SCEIVED I— 11 ® Response to Correction Letter # 1 Ca OF TUKWILA Z i _.. 0 Revision # after Permit is Issued JAN 1 2 t3 w O 9 iii g , r PERMIT CENTER Ci U . Di- 1 Project Name: HILLSIDE HOMES — LOT 14 - 1 • Project Address: 3821 SOUTH 132 PLACE 1- u ~ - O Contact Person: Jay Keirouz Phone Number ( 6') 3 0 p 6 8 7if v N H - = Summary of Revision: 6/2 - 1 - C) t \ L L 4)) CAS i cam`? O F. i 1 i ■ } 1 1 i I 1 Sheet Number(s): � : . ' , . "Cloud" or highlight all areas of revision including date of revision 5j Received at the City of Tukwila Permit Center by: J(/1-1 3 , Er Entered in Sierra on 1 D3 � 01/08/03 - ' . .. •. .... .,. . ., , .- -..cr 1 0 Rc- - idential Sewer Use Certif' . ttion (To be com for ai, ..,w sewer connections, reconnections, or change ui use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) . .C.Te`t4,~�.E ?, s For King County use: Q Owner's Name ��- (Last, First, Middle Initial) Account # I Z ,' Property Tax 1.D.-Number 73 Si 6 o5lj 2 Ce w Monthly Rate 2 Subdivision Name Subdiv. # Six Month Due v o Lot # �'T ( - Block # _' '' co 0 co w ':Btailding N ame w - Of applicable) . , J i _ Property g ( S. 7/..-' .- f `� Pi w Street Address `City, State, Zip ' g 5 Ow ner's Mailing �t u.. a D Address t J 10' 4,1%. . `. ` � a (If different from el) �+ �� A = w ) K �7 2-1P l-- _ above) e ` Ow Ph one Number;( 2d ) 3ti�s 6 8 iz t K�� Z O Property Contact Phone Number ( ) SA g' = g w D 0 Party to be Billed 7 � t.∎ C - tt 1A4tbk S L .... o co (if different from owner) 0 F- Party's Mailing Address S.7 w zU • y l- rz :or Sewer District %J&4� — 'Jtsi� t z 'City w N Date of Connection U = Side Sewer Permit # PO2- -340 . O ~ z Demolition of pre- existing building? 0 Yes ❑ No ' • Type of building demolished? Sewer disconnect date? Residential Customer `Please check appropriate box: Equivalent (RCE) ( Single- family 1.0 j 0 Duplex (0.8 RCE per unit) 1.6 • 0 3 -Piex (0.8 RCE per unit) 2.4 0 4 - Plex (0.8 RCE per unit) 3.2 0 5 or more (0.64 RCE per unit) 4 � No. of Units x 0.64 = y� �` V::::::::. 7.T1: 0 Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = � X'" For condominiums, please fill out Supplemental Form A in addition to this form. (aE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information R'' ° • . ; . :.'543: and any deviation will require resubmission of rrected data for determination of a revised capacity charge. 4it + Signature of Owner /Representative - �` Date t�t /e13 i �ti� Print Name of Owner /Representative ---- . ..tte` ' _• 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer 1 ' 7LL -, ....C.T -' . r ( t ' \ .,.. • ' -..-..„,„ • • : ,.. . , . . . . . . • . .. • •. . . .:t Z :4 i < • . ' I ' 1-. ' 11 .• • 1 I n , 1.1.1 REGISTERED AS PROVIDED BY LAW AS . ..... 2 , .. CONST CONT GENERAL • , . 6 D .A 1 . REGIST . # EXP . DATE CCO1 JAKDECCO23NS 09/04/2004 W ui. EFFECTIVE DATE ', 08/10/1998 -II-. . . . a. :I U) u_ J A K DEV & • CONST CORP . I 1 t 13407 51ST AVE W S WOE EDMONDS WA 98026 15 • i 40-0,00„.. , i . si ..„... - , 4 ..,.. v...0, I Issued by DEPet ENT OF L AND 1NDUSTR1ES 1 • • . . . . . • . . . . . . •. . ' . ' • I-- I' Z F. . . . . . . Z I—• • -- • I .. . •: ..... ..... ......'.......'.'. ' ...•:: 1 .:: 4 :, ..'...:•:..- • • '' '''''•:.* % ' • ... . . ' . . . ..' '.... • ' : . ... - '.. 2 . : • . . . Ill w D CI ILI w , • E C.): . • . , -- 0' . . . ,.. ; Z' . LLI rft o wi . p, 0 Z' . . • 1 - . • • . . . .. . . . _ . . . . • . - • • . . , .. . • . • • . : . • `..;,,::,..-::;.-',..-.:;•::.. ,.-':::-..,.:-.,....:!:;..•:,-;.,,-,;:', ! : -.:::, , ,; : , , , i k...••• , ,- i :::: ,, ••:;• , :i.:,;t I EILA fl I .),i-T.,i.. ,::.,...... i , •,---, ,.., p ,..,,,,,,...,.,.. ,-,.....1., , if. , ••-•:‘,.,, , ,, , :., L mil I ,•%•• ( P.':• ) (2..,.,..:..........11.Z. • . • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. 4 EXP. DATE CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE 08/10/1998 J A K DEV & CONST CORP 13407 51ST AVE W EDMONDS WA 98026 ri r i ice' i r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN [LI LI -1 ' � THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. dream catcher homes plan F,RE ZONE: MC, 57 80 MRt 3 ex.Pos RE CATEIGORY: B C ONTR.A.0 TOR SHALL VEq. F.' ALL NOTES DIMENSIONS AND GOND, n 0fts PRIOR -' CONSTR,G TION CONTRAG TOR SHA:4 R' z 'f DE TEMPORAR-' BRAG I N16 AS RECD, I RED UNTIL ALL PER.- AEN' CONNEC T ONS NAVE BE�+,r MADE , - 5 THE CONTRACTORS RESPO4ISt B' L . TY TO I DEN: P' A� r, SGR_EPA�NC I ES `0 THE AR CH � ' - - AT T HIE T ME THEY ARE NOTED. DIN IONS TAKE PRECEDe4CE OVER SCALE ; DRAWINGS SITE WORK GENERAL UNLESS A SO LS INVESTI6A"10N REPORT BY A LICE'vSE., SO!L5 E iNF R 15 PROVIDED, THE FOUNDATION DESIGN ,5 BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOT:N6S SHALL BEAR -6` MINIMUM BELOW FINISHED &RADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGAN!:: SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERA. CLASS AND USE A. FOOT' NGS B. SLABS ON &RADE L AIR ENTRAINING AGENT (3% TC b%) TO BE USED TO WEATHER. 2. POSSOLITH 300 SERIES (4 oz. PER 100* OF 5. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE 4 WATER TO CEMENT RATIO PER UNIFORM BUILDI IN ALL CON; FETE FLAT WORK EXPOSED CEMENT) TO BE USED IN ALL GONGRETE. PROVISIONS OF THE UNIFORM BUILDING CODE. N6 CODE. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 315. CONCRETE COVER OF REINFORCING STEEL. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. I -I/2" CONCRETE EXPOSED TO EARTH OR WEATHER. I -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. GARFENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING CODE CHAPTER 23. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTH (UNITS IN PS>I STUDS FV HEM -FIR *3 75 500 STUD GRADE 75 675 JOISTS 4 RAFTERS HEM -FIR *2 HEM -FIR *2 BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL DOUG -FIR *2 95 460 6" NOMINAL DOUG -I=IR *I 85 1 ,350 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) 165 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER 285 2,600 PARALLEL STRAND LUMBER 290 2,900 LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION 25 PSF LIVE LOAD = 40 PSF 40 PSF LIVE LOAD = 50 PSF 10 PSF L,VELOAD = 15 PSF bO PSF LIVE LOAD = 65 PSF = 7 PSF = 10 PSF WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "x2 "x3 /I6" PLATE WASHERS 0 4' -0' ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SMALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL SE 1/2" GDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d 0 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" GDX TONGUE d GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILIN/S SHALL BE IOd • 6" C.G. • PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (0.S.8.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL 6LJIE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD P5 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITG CERTIFIED. USE WATERFROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL.. BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS, TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD 1 A1; *'I,A 0114R`' FIREPLACES At'D Cw0-41 "5 SHALL Be COINSTRU1GTED ', Gam. =.7R�' 'O ALL APPL-..0A51 I°ORT ONS OF '1f �JNIFOR*m BUI`L✓ 46 C0O A'O THE UNIFORt"� "'ECr:ANICAL CODE �L:JE L NER MINIMUw. B /8' 'FIRE .LA' (OR. EQ.,- /A.. -Ew; -,' TIER FL.E AREA PER _le< GH! �'S s SUP/��PO�RT ONLY THE R a,.*, rE!6r4T tAiLE55 5PF_.CIFICALA`.' DES 6A D TO PIPGR' ADP TONAL LOADS Ate_ F.RE°L CES SHALL BE PRC /tDED r\t T)• • ,- F TTI N6 FL E D At P'ER3 OPERA TED W'„ TH A READ LY AGG~�SI BLF HAKJAL OR APPIRsT- IEV AU ?OMATiC .:iWWTRO� AID 4+v OUT54DE SOURCE .F COP'BtfTi0N AIR I`'INMLAM DUCT SIZE OF 6' SQUARE Nc ties :N ARIBA PROVIDED WITH READILY ACCESSIBLE DAMP LOCATED .N PRO+'•!T PAR' Of FIR930x PREFABR..SATED F :REP-AGES, CHIMNEYS, AND RELATED ;pt-P0 T5 TC BEA12 . OR ' C B -0. SEAL OF APPRO ✓AL AND TO BE INSTALLED PER ►- tANJFAGT,IRERS e,�PE,�IFIGATIONS HEARTHS SHALL EXTEND 20' (MIN) IN FRONT OF AND 2` (P-1fN., ESEYOND EACH SIDE OF FIREPLACE OPENINGS. FIRE °LACES SHALL BE PRO ✓'.PED WITH T16H-LY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PRCTEGTI ON ,GENERAL .UNLESS NOTED OTI ERWSE, INSULATION SHALL COPFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -I /2' CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6' ABOVE BATT INSULATION. BAFFLES TO EXTEND 12• ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS. SHOVER-5, PARTITIONS AND GORNER.5 FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004') POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY G1iP PERM RATING OF ONE (MAX) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERV CES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS N T;�c BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES. SHALL BE SEALED, CAULKED, 6ASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE - RATED" AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE EU'LDIN& ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 285.75. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LE-S5 THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. ;200' VAIASHINGTON STATE ENERGY CODE (W.S.E.0 -) - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS ° FOR GROUP R OCCUPANCY LIMATE ZONE I OPTION DOOR GEIL,N6 VAULTED 1 WALL GEILIN6 I A80vt I GRADE I 4 WALL- BELOW &RADE 4 WALL EXT. i•7CT. a _ort GRADE 5 FLOOR I • :. vERTIGAL IOVERHEACI 4 12% 0.35 i 0.58 0.20 R -38 R -30 I R -15 R -15 R -10 R -30 MIN 15% 0.40 1 0.58 0.20 R -38 R -30 I R -2I R -21 R -10 R -30 I11. UNLIMITED GROUP R -3 OCCUPANCY ONLY 0.40 058 0.20 R -38 R -30 R -21 • R -21 R -10 R -30 6 SLAB ON GRADE R -I O R -10 R -10 0. NOMINAL R- VALUES ARE FOR W0017 FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN A SCORDANGE WITH SECTION 601.1 OF THE W.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.G. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW &RADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SE.' SECTION 602.4 OF THE W.S.E.C. '7. NOT USED IN CLIMATE ZONE I. D. NOT USED IN CLIMATE ZONE I. q. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6G OF THE WI.S.E.G. 10. WHERE A MAXIMUM 6LAZIN6 AREA 15 LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U•0.40 OR LESS 19 NOT INCLUDED IN GLAZING AREA LIMITATIOIIS. II. OVERHEAD 6LAZIN6 SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRG 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.G. 12. LOG AND :SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIG� INSULATION REQUIREMENT. 'DOORS, VSI NDO,V�IS AN .� SKYL I Gt-fTS GENERAL POOR-5 TO THE EXTERIOR SMALL HA 1E A ►"4')(!1{4 ' -.%2' 3TeP TO A MNIPAU110 36' ,DEEP LANDING ALL GLAD N6 SHALL MET THE REGIA RJA -419r S OF THE itSEC :TAILS 6-, 5 I'n'to OTHERWISE ALL SK-''_16HTS ANC SK"1'rA. -LS SHALL NA vE LAM h ATTD GLASS UNLESS NOTED OTHERn, SE ALL BEDROOM EMERGENCY EG=RESS WIN00,13 SHALL HAVE A MINIMJNI NET CLEAR OPENlN& OF 5 7 SQUARE FEET MINJMUM NET CLEAR OPEN ABLE WIDTH OF 20' AND A N4!NIM P-4 ►ET CLEAR OPEN.' HEIGHT OF 24' MAXIMUM FINISHED SILL HEIGHT 0F 44• 44501E FLOOR ALL FACTORY BUILT WINDOWSS TO BE CONSTRICTED TO PERMIT MAXIMA -1 INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PEA METER A5 TE'ST r? $Y STANIDARD ASTM E 2b3.73 SITE BUILT AND MILLWORK SHOP BUILT WOODEN SA5i- ARE EXEMPT Hgtom INFILTRATION CRITER A ABOVE, BUT SHALL BE MADE rEATHER- STRIPP}_D CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DO0R5 TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA 'SEE PLANS FOR- 1 MAXIMUM GLAZING AREA 2. 6LAZ 1 N6 MANUFACTURER AND MODEL 3 WEIGHTED UA CALCULATIONS FOR SUBSTANDARD &LAZING. SAFETY GLAZING LOCATIONS PER UNIFORM BUILDING CODE :1. INGRESS AND EGRESS DOORS. 2. SLIDING &LASS DOORS AND SWINGING GLASS DOORS. S. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24" RADtuS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE t5 LE55 THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT 15 LESS THAN 18' ABOVE FINISHED FLOOR. 6. 6LAZIN6 'N ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE tET. 1. THE 6LAZIN6 ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT or &LASS 15 NOT MORE THAN 12' -0' ABOVE ANY WALKING SURFACE OR AGCE�SSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 5/16'. MECIHAN I GAL GENERAL SOLID FUEL BURNING APPLIANCE-5 INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 5'-0' ABOVE THE FLOOR IN ALL HABITABLE ROOMS k*-IEN THE OUTSIDE TEMPERATURE I5 AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE WIS.E.G. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 5. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED AND INSTALLED PER THE UNIFORM NECHANIGAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM &AS BURNING APPLIANCES ,..,HALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIP12 THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALL D IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS .PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING '. =LAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION n OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM BUILDING CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B 6A5 VENT OT TYPE BIN 6AS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. t-+EATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1487 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) AND BE 90 LABELED. EQUIPMENT SHALL ALSO COMPLY WITH 5ECTI,7N 1411 OF THE W.S.E.G. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN ISQ% OF DESIGN LOAD l t COPY It • fNTEGR� Tom` i elhO E Nc�.SE DENT ,SPEG+FiCAT'.G FR.OH TM 200C N(ASMIN6TON STATE ENTILA"' ON A. `TJDOiOR cove FCR THE `NTE M,T nerrLY C°ERATec IresRATo FORcW A R /E#(TLAT -.0e. SYSTEM J. SOURCE SPECIE L ✓ENTLATi0N Rc 9UIRE+ Ctrs A EXHAK5 - FAN RECAJI Ri "H ITS: SATHR„�, 4S. L.AMDR!ES AND F7WDER ROOMS - 50 CFM • 025' r'f�6. 2 K; TC. - 100 GFM • 025' ?t5 RAINGE HOODS ANC Dr 'I `RAFT RANGES MAY BE RATED Al' 100 CSI • 0.10' K6 'MNJ YOEN USED FOR EXHAUST 'AN REQUIREMENTS B• E)v4 .ST DUCT REQUIREMENTS, 1. PE ,kSUI-ATED TO R -4 (MIN) N L O!'IDIT101ED SPAC. 2. BE EQJIPPE'D WITH A BACK DRAFT DAMPER._ S. TERM RATE OUTSIDE THE BUILDING. 4. c- PLY WI 1}I TABLE 5-3 ON THIS SHEET. 2. OUTDOOR AIR SHALL. BE S JPPLIED TO ALL HABITABLE R0C)M5 THR i THE FORGED AIR SYSTEM NG THE FOLLOWING METHOD. 5. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLL0. 1N6: A. BE SIZED ACCORDING TO TABLE 3-5 ON THIS SHEET. B. BE X. TED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FAT UPSTREAM OF THE FURNACE BLOWER G. BE INSULATED TO R-4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM TI-E ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: I. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, THE VENT OUTLET I5 THREE FEET ABOVE THE FRESH AIR .NLET. 2. WHERE iT WILL P!GK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS 3. 4• HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN l-tt I FROM A VENT OPENING OF A PLUMBING DRAiN,AGE S "5TE -4, UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE THE FRESH AIR '"(LET 6. ATTiGS, CRAWL- SPACES OR 6ARA6E5. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TAMER, OR B. A FLED DAMPER INSTALLED AND WT TO MEET MEASURED FLOW RATE-5 AS SPECIFIED IN TABLE 5-2 ON THIS SHEET, OR G. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE T-rE OUTSIDE AIR MGT 15 CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE GONTR0LLED BY A 24 -HOUR CLOCK TIMER INSTAL I Fr IN A READILY ACCESSIBLE LOCAT ON. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERAT ON AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECT ION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM F=C'R A MINIMUM OF EIGHT HOURS A DAY A LABEL SHALL BE AFFIXF_D TO THE CONTROL T iAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)'. NOTE: KI`,c, COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY - LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3 -2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC GON -.ROL TIMER THIS WILL FACILITATE_ FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY C't' MOISTURE LADEN AIR BEING DR' ✓EN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD SE UNDERCUT ONE HALF INCH (I/2 ") ABOVE THE FINISHED FLOOR. TABLE 3 -2 VENTILATION RATE: FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (GFM) FLOOR I AREA, FT2 2 CR LESS? f MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET BEDROOMS M.�XIMUM ELL ',NS 50 -80 4INCH 25' -0" 3 4 5 I 6 � 8 5 !NCH I MIN. MAX. MIN MAX. MIN. MAX. IN MAX. i MIN. MAX. MIN. MAX. I M!N, MAX. <500 50 15 65 98 1 80 120 95 143 1 110 165 125 Ise 140 2 'J 501 -1000 1001 ' 55 83 10 105 85 128 100 150 II 115 1 73 13C 195 • 45 218 -,50C t : C 90 15 iii 90 135 105 158 120 180 135 203 '50 225 1501 -2000 65 70 73 80 98 8C 120 95 143 110 165 125 l88 2001 -2500 1T o 2:0 155 233 105 35 90 128 EGO 150 115 113 130 195 1 X45 2031 150 218 225 160 I 1b5 240 248 25,1 -30001 113 3001 - 3500 135 105 158 120 180 155 120 95 143 110 165 125 188 140 21C 155 3501- 400c,' e3 128 100 150 115 113 130 195 145 213 '160 233 240 110 1T5 255 263 4001-5000 j 5 143 110 165 125 188 140 210 155 233 !70 255 185 278 5001-60001 '05 158 120 180 135 203 150 225 165 248 180 210 195 293 6001-1000 ; I i 5 173 ?001 - 8006_ . 860! 130 195 145 218 160 240 175 263 190 285 205 308 125 185 140 210 155 233 170 255 185 218 200 300 15 323 -9000. '35 '45 203 150 225 165 248 180 270 95 293 210 ., 515 225 338 >90C': 218 160 240 115 263 I 190 285 1 205 308 I ��n �IRn -5 =n nz n 1 * FOR FOR BEDROOMS BY AN ADDITIONALL 5 CFM PER BEDROOM MINIMUM TE MAXIMUM 1 OFM 5 EQUAL TO 1.5 TIMES THE MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTES CFM ® 0.25" N1.6. 50 MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM I MAXIMUM SMOOTH DIAMETER LFEE,' M.�XIMUM ELL ',NS 50 -80 4INCH 25' -0" 4 INCH TO' -O" 80 -125 50 5 INCH 90' -O" 5 !NCH 100' -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20' -0" 3 so 5INCH 15' -0" 5 INCI- 100' -0" 3 8o 6 INCH 90'-0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50' -0" 100 6 INCH 45' -0" 6 INC-4 NO LIMIT 3 3 125 6 INCH 15'-0" 6 INCH NO LIMIT NO LIMIT 5 3 125 T !NCH t 70' -0" T INCH I. t-Q EACH ADDITIONAL ELPo N SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORGED AIR SUPPLY r)1k T alTlu,c REQUIRED FLON4 (CFM) PER TABLE 3 -2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH I MAXIMUM NUMBER OF ELBOWS, 50 -80 6 INCH 7 INCH 20'-0" 3 80 -125 1 INCH 5 INCH 20' -O" g 115 -ITS 8 INCH _ 10 INCH 20' -O" 3 ITO -2-Iv NOTE 9 INCH L 11 INCH 20 -0" 3 - = I. Ft R LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. Fc ? ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER . INC-1 PUCTWORt,. 1. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL C017E. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER THE UNIFORM MECHANICAL CODE. 5. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. 4. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. I I InderstanM t,lat the Ran Check ap p`cva'.s are subject to- t.VIs an,i orniss'ons and approval of plans does not a,.1 "onze the vlclation of any adopted code or ordinance. Rc celpt f con- tractor's copy c)t approved plans acknowledged. Permit No RECEIVED May 0 7003 COMMUNI DEVELOPMENT _ FLACK B 611 FOUNDATION WALL '.2x STUDS PER FLAN BA-" 'NSS_AT ON PER PLAN 4 EAT' N5/'_A- ON PER PLAN SUBFLCOR 4 NA LED SCALE !`= PER St-EAR AALL SG-- =✓ 2 MAX 4 /2' MiN. FR Om END-e, I It "' EMBEDMENT. (E-SE/W-fERE Z INSTALL 5,8" 'APE x' GAB FLR. LISTS. PER PLAN SCALE I' _ 1- BATT ,NSULAT:ON PER PLAN ,__ 3•4'' 7.4C, °LYWOOD SJBFLOOR I . GLUED 4 NAILED / ANCHOR 2 "x2 "X3 /I6" WASHERS 1 PER S4-EAR Y`i.AL L SGHED. 12'. . II • . MAX 4 4 /2" MIN. FROM ENDS. :I I d EMBEDMENT. (ELSEWHERE ,I111 USE 5' ' DIA. X 10" A. B. W1 •4� " WASHERS a 48" 0.C..) ) J' *a BAR VERTICAL ® 1S" C.G. It. r'• HATE BENDS 14'• GONG SLAB ;--1 OVER 6 MIL BLACK VB. HORIZONTAL 6 10" O.G. HOUSE /GARAGE FOUNDATION WALL . BOTTOM OF BEAU' s EACH POST BEAM PER PLAN I — 2 X 4 CLEAT EACH SIDE P. T. POS-" PER PLAN ISOLATED FOOTING 2X6 P.T. TOP RAIL IX4 F.T. EACH SIDE 4 - 2X2 F.T. PICKETS 6 5 3 /8 "O.G. IX4 P.T. EACH SIDE /4X4 P.T POST X 2X4 P.T. DECKING 2X P.T. (2) I/2 "x5 I /2" LAG BOLTS THRU JOIST INTO POST P.T. DECK JOIST PER PLAN -- POST GAP PER 'LAN ISOLATED FOOTING ------- PER PLAN P.T. BEAM PER PLAN 3/8" x 5" LAG SCREWS] THROUGH P.T. LEDGER INTO RIM .:ST 4 16" O.G. (STAGGERED) POST PER PLAN - POST BASE PER PLAN SCALE . CRICKET 2 X 6 BUILT -UP CURB (2) 2X4 2X4 NAILERS - SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB F LASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS @ +12' -O" A.F.F.' 2 LAYERS TEMPERED GLASS 4 - 12' -O" A -.F.) RAFTERS OR TRUSS BEYOND BATT INSULATION PER PLAN (2) 2X4 2X4 INFILL FRAMING- 5/8" TYPE "X" G.WB. SCALE : I" = 4' CONS SLAB 41' *4 BAR GONT,''t}OL'S •--•* 04 BAR JERT1 .A_ 6 .5 O.C. YW' A.. ORNATE BENDS t HOR ZONTAL ®10- O.G. — 2x S't V5 PER PLAN BA'•" !+SLLA ltd PER PLAN. FO.,NDAT ON DRAIN �3 FOUNDATION WALL Val/ SLAB 2. *4 BAR CONTINUOUS SCALE . 1- = I,-0" FLR. JSTS. PER PLAN :S ARA6E SLAB GRADE TURN DOrds SLAB 'vT✓ (2 $4 BARS '.ONTI'li0(1S - FT- BA'r" 'NSULATON PER PLAN 3/4° 7.4G. PLYWOOD SUBFLOOR GLUED 4 NAILED SOLD BLOCK :NG BOTTOM OF BEAM (2) SIMPSON A34 FRAMING ANCHORS EACH POST v-I BEAM PER PLAN ,� - 2 X 4 CLEAT EACH SIDE POST PER PLAN I' -4" m-(2) *4 BAR CONTINUOUS C8) CONTINUOUS FOOTING PLAN FOR DIM. HEADER NA.L Sr+EATHIN6 TO t HEADER 63" O.G. E.W. APA RATED SHEATHING- - - - -I - 3 .5" MIN. 24/0 EXP. I ! A °PROVED HOOKED END WOOD TO CONCRETE CONNECTORS ® 24" WIDE PANELS I/2" CLEAR FROM FACE OF GONG. SCALE : I" = I' -O" y - 2X TOP PLATE 1 ! �(2) 2X BLOCKING I I a ANY' PLYWOOD \11 JOINTS �lll. I(2) 2X PLATE NAIL SHEATHING 1111 1EACH PLATED 8 d NAILS 6 5" O.G. ALL PLATES, HEADERS b STUDS (2) 2X STUDS, NAIL SHEATHING TO EACH STUD W/ !Oda 3" O.G. (2) ROWS ANCHOR BOLTS HORIZ. SEE PLAN FOR SIZE VERT. *4 ®10” O.G. 12) SKYLIGHT 6" MIN. 30" MAX. NOT TO SCALE 6' -8" MIN. HEADROOM FOUNDATION DRA , THI GKENED SLAB @ O.H. DOOR 1 I/4` DiA. MN - -w CONT. HANDR NOTE - SPAGIN6 BE -AEEN INTERMEDIATE 6! IAFcDG,A'.. MEMBERS TO BE A MAX. OF 4' CLEAR SUCH THAT A SPHERE OF 4 DIA. SHALL NOT PASS THROU6H ANY OPENING BALUSTERS TO CONFORM TO UBC SEC :003.33 4 504 . . — 2 t 5 PER PLAti i 4. GONG, SLAB OV=im ` 6 M' _ BLACK / B O /ER! ALTERNATE BENDS I' • 4 HOR ZONTAL 0 0° C .y 6"" •34' (2) *4 BAR CONT!NUO)5 SCALE 1` = ''-0' 5 GARAGE FOUNDATION WALL TREAD BEAM PER PLAN BELOW STAIR INSTALL 5/8" TYPE x' G.W.B. '2) LAYERS 6 CEILING, (I) LAYER a WALLS (3. 2X12 STRINGERS FIRE BLOCKING 6 MID -SPAN LATERAL RESTRAINT PANEL 2X4 THRUST BLOCK INTERIOR STA I R NOT TO SCALE BATT INSULATION PER PLAN GE _.NG JOISTS PER PLAN ROOFING MATERIAL PER ELE/.AT ON OVER St,ILD!NG PAPER 4 SHEATHING PER "LAN OF FRAAM,`ib EMBERS PER A_A*: I!NS.LATIoN BAFFLE TO IEXTEND '2" ABOVE INSULATION WITH : I/2" ;INSULATION AIRSPACE VEN-ED 2X B' 2.CKINS -W/ (3; 2'D,A HOLES PER 24" C.'.... 'FASCIA BOARD' PER PLAN 5" CONTINUOUS \METAL GU ' -'"ER (5) ?d NAILS ® - EACH TRL E S SIMPSON H -I SEISMIC TIE 48" O.G. 2 X STUDS PER "LAN BATT INSULATION PER PLAN Lad NP LS 6" Oc,. OVERHANG PER PLAN !FINISH PER LEVATION OVER _B. BULL ING PAPER OR iA R INF '_ SATION BARRIER ICVER SHEATHING PER PLAN SCALE : r = I'-O" PLATE (4, FLAT CEILING RECEIVED MAY 01 2001 COMMUNITY DEVELOPMENT LATERAL RESTRAINT HARIDINARE SYMBOL HOLDOWN TYPE AND AMOUNTS SIMPSON STS IDIORJ (16) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) 16d NAILS. 0 SIMPSON STHPIO (8) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) I6d NAILS. SIMPSON ST1417I4RJ (6) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) 16d NA I L5. SIMPSON CSI6x72 (1) TOTAL. INSTALL 11/ (21) IOd NAILS '--- SIMPSON CSI6x36 (10) TOTAL. INSTALL W/ (18) 10d NAILS SIMPSON DTG (10) TOTAL. INSTALL W/ (6) 8d NAILS L SIMPSON A35 FRAMING ANCHOR (3) TOTAL. INSTALL. 0 CORNERS OF SHEAR WALLS. (I) LOCATIONS TOTAL. 56 x36' MIN. - LAND N6 SOFFIT, VENT a BLACK 017 FOR DOOR POUR SLAB BLOCK. OUT FOR AIR D CT 'SLAB ON GRADE 4 CONC. SLAB OVER 6 BLACK VAPOR 3.ARRiER ON 4 GRANULAR FILL. SLOPE 4" -OMAR , 0.N DR DROP FOR 3x MUDSILL W/ SHEAR WALL SCHEDULE (SEE ia91 UBG TABLE 23-11-,-1, it 23- II -1 -2) PI -6 PI-4 PI -3 V = 198 PLF V = 304 PLF V = 389 PLF I /2" PLYWOOD OR OSB EQUAL, w /8d (GUN) NAILS • 6" O.G. ANCHORAGE. 16d 0 5" O G. OR 5'8" 0 BOLTS 0 48" O.G. TO CONC. 1/2" PLYWOOD OF. OSB EQUAL, IN/8d (GUN) NAILS ® 4" O.G. ANCHORAGE. I6U • 4" 00. OR 5/8" 0 BOLTS 0 36" O.G. TO GONG 1/2" PLYWOOD CR OSB EQUAL, NI /8c1 (GUN) NAILS ®3" O.G. ANCHORAGE. 7)/8" x 5" LAG SCREWS 0 12"0.C. OR 5/8" 0 BOLTS ® 30" 00 TO CONC. USE MIN. 3" NOM STUDS 0 ADJOINING PANELS EDGES. 1/2" PLYWOOD OR OSB EQUAL, IN/8d (GUN) NAILS ® 2" O G. PI -2 V = 516 PLF ANCHORAGE 3/8" x 5' LAG SCREWS 0 9 "0.C. OR 5/8" 0 BOLTS 0 24" O.G. TO GONG. USE MIN. 3" NOM. SILLS E STUDS • ADJOINING PANELS EDGES P2 -4 V = 608 PLF 1/2" PLYWOOD OR o58 EQUAL, (2 S DES), w /8d (GUN) NAILS 0 4" 0C. ANCHORAGE: 3/8" x 5" LAC', SCREWS • 8" O.• OR 5/8" 0 B0 .TS 0 18" 0.G TO GONG USE MIN. 3" NOM. SILLS i STUDS ®ADJOINING PANELS EDGES. P2 -3 V = 778 PLF 1/2" PLYWOOD OR OSB EQUAL. (2 SIDES) w /8d (GUN) NAILS • 3" D.G ANCHORAGE. 3/8" x 5" LAG SCREWS 0 7" O.G OR 5/8" 0 BOLTS 0 2' O.G. TO GONG USE MIN. 3" NOM. SILLS d STUDS ® ADJOINING PANELS EDGES. NOTES: I. THE SHEAR VALUES IN T1-41S TABLE ARE BASED UPON THE USE OF 8d, PNEUMA.rIGALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.1'3 "; INTO HEM -FIR GRADE STUDS. .2. NAiL SPACING 15 FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGE.. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12" O.G. 4 Sr1EAT --IING TO BE APA RATED. EXPI /EXP2/EXT OR G- G /G- D /STRUGTII PLYWOO. 5 A r DOUBLE SIDVLL/ SHEAR WALLS, OFFSET SHEATH!N6 JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. PROVIDE MIN.' �+ 18 "x24' GRWLSP. = t ACCESS !NSUL O I 1\'')1<,, A PI -3 PONY IN/ 2x EDGE FRAMING STUB OJT *4 BAR 10'-0" CRAYVLSPACE 6 MIL BLACK VAPOR BARRIER 7 "x14" SCREENED FOUNDATION VENT (18 REQUIRED) 36' x 36" MN. LAND'NG. 14' -0" FOUNDATION FLAN FOUNDATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. POSTS TO BE P.T. 4X4 DF #2 i P,T. 4X6 DF *2 0 BEAM JOINTS, U.N.O. 4, ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH GONG TO BE PRESSURE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS. ?. INSTALL SIMPSON CONC TO WOOD HOLDOWNS I I/2" FROM CORNERS 4 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER SITE CONDIT;ONS. q. 2000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIIMED IN FIELD. 10. SEE SHEET I FOR ADDITIONAL NOTES. FOUNDATION VENTILATION GRAWLSPAGE AREA VENTILATION REQUIRED: USE VENT AREA = VENTS REQUIRED = PROVIDE: VENTILATION PROVIDED = USE: 1320S.F. 1320 S.F.,'I50 7 "X14" FOUNDATION VENTS 98 51.- 25% REDUC.,I /4 "MES+-4 = 267.2 51./ VENT AREA = 18 1 "X14" VENTS, AREA = 1323 51. IS GREATER THAN I8 1 "XI4" FOUNDATION VENTS FOOTING SCHEDULE SYMBOL FOUNDATION NOTES 36" DIAMETER X 12" THICK CONC. FOOTINC- w/ 3 - *4 BARS EACH WAY POST AND CONNECTION PER PLAN 24" DIAMETER X 12" THICK '_';ONC. FOOTING w/ 2 - *4 BARS EACH WAY POST AND CONNECTION PER PLAN 18" DIAMETER x 8" THICK GONG. FOOTING w/ 2 - *4 BARS FAGH WAY POST AND CONNECTION PER PLAN 126'12 5I. REQ'D 73.5 SI 11.24 VENTS 1323 51. 12612 SI. REQ'D RECEIVED MAY n 1 ')nna COMMUNITY DEVELOPMENT LATERAL RESTRAINT HARDWARE SYMBOL HOLDOWN TYPE AND AMOUNTS nC SIMPSON STHD!ORJ (16) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) I6d NAILS. 0 SIMPSON STHDIO (8) TOTAL. INSTALL I -1/2" FROM CORNERS GR ROUGH OPENINGS, USE (28) 16d NAILS. II SIMPSON STHD14RJ (6) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS. 1/2" PLYWOOD OR OSB EQUAL, r,; 8d (GUN) NAILS 6 3" O.G. ANCHORAGE: 3/8' x 5" LAG SCREWS ®12 "O.C. OR 5/8" 0 BOLTS • 30" O.G. TO GONG. USE MIN. 3" NOM. STUDS ® ADJOINING PANELS EDGES. SIMPSON CSIbx 12 (1) TOTAL. INSTALL NV (21) IOd NAILS II 1/2" PLYWOOD CR. 055 EQUAL, vi/9d (GUN) NAILS 6 2" O.G. ANCHORAGE: ',/8" x 5" LAG SCREWS ®41"C G OR 5/8" 0 BOO'S 6 24" O.G. TO CONC. USE MIN. 3' NOM. SILLS 6 STUDS 6 ADJOINING PANELS EDGES. V = 508 PLF SIMPSON CSI6x36 (10) TOTAL. INSTALL W/ (18) 1Od NAILS P2 -3 0 SIMPSON DTG (10) TOTAL. INSTALL W/ (6) 8d NAILS L SIMPSON A35 FRAMING ANCHOR (3) TOTAL. INSTALL 0 CORNERS OF SHEAR WALLS. (':) LOCATIONS TOTAL. SHEAR WALL SCHEDULE (SEE 1414,1 UBG TABLE 23- II -1 -,, 4 23- !I -1 -2) PI -8 V = 198 PLF 1/2" PLYWOOD OR 0513 EQUAL, ' /Sd (GUN) NAILS 6 6" O.0 ANCHORAGE: Ibd ®5" O G. OR 5/8" 0 BOLTS ® 48" O.G. TO GONG PI -4 V =304 PLF 1/2 PLYWOOD OR 05B EOUAL, r4/8d (GUN) NAILS • 4" O.G. ANCHORAGE Ibc ® 4" CC. OR 5/8" 0 BOLTS 419 36" O G. TO CONC. PI-3 V = 389 PLF 1/2" PLYWOOD OR OSB EQUAL, r,; 8d (GUN) NAILS 6 3" O.G. ANCHORAGE: 3/8' x 5" LAG SCREWS ®12 "O.C. OR 5/8" 0 BOLTS • 30" O.G. TO GONG. USE MIN. 3" NOM. STUDS ® ADJOINING PANELS EDGES. PI -2 P2 -4 V = 516 PLF 1/2" PLYWOOD CR. 055 EQUAL, vi/9d (GUN) NAILS 6 2" O.G. ANCHORAGE: ',/8" x 5" LAG SCREWS ®41"C G OR 5/8" 0 BOO'S 6 24" O.G. TO CONC. USE MIN. 3' NOM. SILLS 6 STUDS 6 ADJOINING PANELS EDGES. V = 508 PLF 1/2" PLYWOOD OR 05B EQUAL, (2 SIDES) r4/8c1 (GUN) NAILS ® 4" O.G. ANCHORAGE: 3/8" x 5" LAG SCREWS • 8" O.G. OR 5/8" O BOLTS ®18" 0 G TO GONG. USE MIN. 3" NOM. SILLS 4 STUDS • ADJOINING PANELS EDGES. P2 -3 V = 178 PLF 1/2" PLYWOOD OR OSB EQUAL. (2 SIDES) k+4/8d (GUN) NAILS • 3" O.G. ANCHORAGE. 3/8" x 5" LAG SCREWS 6 1" O.G. OR 5/8" O BOLTS ®12" O.G. TO GONG. USE MIN. 3" NOM. SILLS 4 STUDS 6 ADJOINING PANELS EDGES. NOTES: I THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0;13 -, INTO HEM -FIR GRADE STUDS 2. NAIL SPACING IS FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING CF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12" O.G. 4. SHEATHINv TO BE APA RATED, EXPI /EXP2 /EXT OR C-- C /G- D /STRUGTII PLYWOOD. 5. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. AL50 PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. LAND.N6 54 °SLIDER ONLY PLACE FOR PLUMBING i H 'AC PENETRATIONS DEN GARDE- pi -6 3 - i0 L" PLATFORM • +18' .C= <0 GLEARA.NGE DIRECT VENT GAS FIREPLACE. NST__ PER MANJF SPECS EAMILY 0 lIOV GARS BOLLARD 2 —G,' . GARAGE • WRAP ALL ✓'CALLS. 6L5.C. ' I LAUN POSTS, BEAMS W/ I 1' DN., �t I =.'8 ' T�'PE X' GYP. ; 2 R. i / ; HD BD. (2) LAYERS 16°8° G.H. DOOR x 14 2 O PSL Ey� PI4 F WHOLE HOUSE FAN/ w /AUTOMATIC TIMER .1 MANUAL OVERRIDE J DN j 4x10 HARDWOOD WALL ASV. 4x10 LIVING CARPET 59' -0" MAIN FLQQR SCALE: 1/4" = 1' -0" FLOOR Fl-.AN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS d CONDITIONS PRIOR TO CONSTRUCT'ON. 2. ALL BEAMS d HEADERS TO BE 4X10 DFa2 ® 2X4 WALLS 4 bx8 DFx2 ® 2X6 WALLS U.N.O $ PROVIDE SOLID BLOCKING OVER SUPPORTS 4. PROVIDE FIREBLOGKING ® ALL PLUMBING PENETRATIONS. 5. WINDOW d DOORS ARE SHOWN d NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS ® 8' -0" ABOVE FINISHED FLOOR ® MAIN FLOOR, U.N C). WINDOW HEADERS O 6' -8" ABOVE FINISHED FLOOR • UPPER FLOOR, U N.0. `1. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED 8 EXTERIOR WALLS TO BE 2X4 STUDS ® 16" O.G., U.N.O. 9. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS I I/2" FROM CORNERS I WINDOW ROUGH OPENINGS, AL50 SEE MANUFACTURER'S SPECS. 10. • NDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL F3E INSTALLED IN EACH LOCAT'0N WHERE THER 15 A CEILING CHANGE GREATER THAN 24" 12. SEE SHEET I FOR ADDITIONAL NOTES. AREA SUMMARY LOWER FLOOR: N/A MAIN FLOOR 132OS.F J UPPER FLOOR. 4102 S.F BONUS ROOM: N/A TOTAL FINISHED AREA: 2222 S.F. UNFINISHED AREA: 0 5.F GARAGE: VENTILATION REQUIREMENTS (SEE 1998 WASHINGTON STATE INDOOR AIR QUALITY CODE) SYMBOL FAN TYPE - "NUTONE" GT 130 1.0 50NES 102 GFM ®.25 Nib 130GFM49 .10NG " NUTONE" QT 80 1.5 SONES 63 GFM ® .25 WG 80 GFM 10 10 n6 NOTES: 1 USE QT 130 (100 GFM MIN) O ALL KITCHEN t WHOLE HOUSE I=AN. 2. USE QT 80 (50 GFM MIN) ® ALL OTHER LOCATIONS. B ALL FANS TO VENT DIRECTLY TO OUTSIDE. RECEIVED COMMUNITY DEVELOPMENT , INC PRIOR TO CONSTRUCTION FOR 4Chl SIHUCTIIRE P'rt1.T FRC4,4 •I +ESE PLANS SE P1 AN ARE ':OPYRIGHII t: N ACCORDANCE Al *- rEDFRAI SIAIUTES REPHOI)uCT1ON 111' ANr '111100 `( Al : OH PORTIONS or THESE PLANS URA 41: ATONS 'I'hREOE WIIIIOU1 WI1 :I1EN 11,1.10.4W(� ROM ARCHITEL'C N(14 •IIWI `,' 'NC IS 7Oh4181TE0 THESE I11tA WIN(.', ANL, PI ANS Si • .)RTH ON THIS SHEET A$ •N`,'411U1 NTS CI ''iANODE, AHI , AND ',MALL REM Air, 1111 PHOPERIY (11 (1CHITECT , NORTHWEST, I41. LATERAL RESTRAINT HARDWARE SYMBOL HOLDOWN TYPE AND AMOUNTS ��� &: SIMPSON STHDIORJ (16) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) 16d NAILS. 0 SIMPSON STHDIO (8) TOTAL. INSTALL I -I /2" FROM CORNERS OR ROUGH OPENINGS, USE (28) I6d NAILS. SIMPSON STHDI4RJ (6) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (58) I6d NAILS. 04. SIMPSON GSI6x12 (I) TOTAL. INSTALL W/ (2-1) IOd NAILS • SIMPSON CSI6x36 (IO) TOTAL. INSTALL W/ (18) IOd NAILS 0 SIMPSON DTC (10) TOTAL. INSTALL vV (6) 8d NAILS L J SIMPSON A35 FRAMI NG ANCHOR (3) TOTAL INSTALL 0 CORNERS OF SHEAR WALLS. (I) LOCATIONS TOTAL. SHEAR iNALL SCHEDULE (SEE Ii i UBC TABLE 23- i1 -' -I 4 23- 11 -1 -2: PI -6 V = 198 PLF 1/2" PLYWOOD OR O5B EQUAL, v4/8d (GUN) NAILS a 6' O.G. ANCHORAGE: 16a 6 5" O G. OR 5/8" 0 BOLTS 6 48" 0 . TO GONG. PI -4 PI -3 V= 3O4PLF V = 381 PLF I /2" PLYWOOD OR 056 EQUAL, w /bd (GUN) NAILS 6 4" O.G. ANCHORAGE: I6d ® 4" 0C. OR 5'8' 0 BO!(_TS ® 36" O G. TO CONC. PI -2 V= 516 PLF P2 -4 P2 -3 V = 608 PLF V= TIBPLF NOTES 1/2' PLY✓vQOD OR OSB EQUAL, vv /8d (GUN) NAILS 6 3" O.C. ANCHORAGE: 3/8" x 5" LAG SCREWS a 12 "O G. OR 5/8" 0 BOLTS 6 30" O.G. TO GONG USE MIN. 3" NOM STUDS a ADJOINING PANELS EDGES. 1/2" PLYWOOD OR OSB EQUAL, v4/8d (GUN) NAILS 6 2" D.G. ANCHORAG_: 3/8" x 5" LAG SCREWS ®a "O.0 OR 5/8" O BOLTS a 24" O.G. TO CONC. USE MIN 3" NOM. SILLS 4 STUDS 6 ADJOINING PANELS EDGES. 1/2" PLYWOOD OR OSB EQUAL, (2 SIDES), vv /8d (GUN) NAILS ® 4" O.G. ANCHORAGE. 3/8" x 5" LA6 SCREWS ® 8" O.G. OR 5/8" 0 BOLTS 6 18" O.G. TO CONC. USE MIN. 3" NOM SILLS 4 STUDS a ADJOINING PANELS EDGES. f /2" PLYWOOD OR OSB EQUAL, (2 SIDES) vv /8d (6UN) NAILS a 3" O.0 ANCHORAGE: 3/8" x 5" LAG SCREWS ® 1" O.G. OR 5/8" 0 BOLTS a 12" O.G. TO GONG. USE MIN. 3" NOM. SILLS 4 STUDS 6 ADJOINING PANELS EDGES. 1. THE 5HEAR VALUES IN THIS TABLE ARE BASEL' UPON THE USE OF 8d, PNEUMATICALLY VRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0 113 ", INTO HEM -FIR GRADE STUDS. 2. NAIL SF AGING IS FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS IS 12" U.G. 4. SHEATHING TO BE APA RATED, EXPI/EXP2 /EXT OR G- C /G- D /STRUCTII PLYWOOD. 5 AT DOUBLE SIDDED SHEAR WALLS. OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED A -0. BEDRM 2 CARPET OPEN TO BELOW UPPER FLOOR PLAN SCALE: 1/4" = I' -O" FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO BE 4X10 DF *2 6 2X4 WALLS 4 6X8 DF #2 ® 2X6 WALLS U.N.O. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOGKING 6 ALL PLUMBING PENETRATIONS. 5 WINDOW 4 DOORS ARE SHOWN 1 NOTED AS NOMINAL SIZ,'.S. 6. WINDOW HEADERS 6 8' -O" ABOVE FINISHED FLOOR a MAIN FLOOR, U N.O. WINDOW HEADERS a 6' -8" ABOVE FINISHED FLOOR 6 UPPER FLOOR, U.N O 1. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. EXTERIOR WALLS TO BE 2X4 STUDS a 16" O.G., U.N.O. 1. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1 1/2" FROM CORNERS S WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS 10. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED 1^U BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THER IS A CEILING CHANGE GREATER THAN 24" 12. SEE SHEET I FOR ADDITIONAL NOTES. 1 VENTI LATI ON REQU I REMENTS (SEE 1998 WASHINGTON STATE INDOOR AIR QUALITY CODE SYMBOL FAN TYPE — 1 NOTES: "NUTONE" OT 130 1.0 SONES 102 GFM ®.25 WG 130GFM6 .10 'I "NUTONE" OT 80 1.5 SONES 63 CFM 6 .25 WG 80 CFM a 10 W I. USE QT 130 (100 CFM MIN.) a ALL K TCHEN 4 WHOLE HOUSE FAN 2. USE QT 80 (50 GPM MIN.) ® ALL OTHER LOCATIONS. 3. ALL FANS TC VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF ,111 WSEG /I198 VIAQ MUST BE MET 3Lib 1 RECEIVED MAY n 1 7001 COMMUNITY DEVFLOPMENi t _Li T 66 .1._ it Ifl li iX 0.... D_H 'I /28/11 _l a _ER +' Nv 'DAI AN" 11/8/02 , 'A' A. H, 1 DA TE: TA-= 7\II /6/02 0 3', i 5 / / ci 0 TO PLATE to A.m .F_ LATERAL RESTRAINT HARDWARE SYMBOL HOLDOViN TYPE D AMOUNTS C:0 SIMPSON STHDIORJ (16) TOTAL. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) I6d NAILS. 0 SIMPSON STHDIO (5) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (28) I6d NAILS. PI -3 SIMPSON STHDI4RJ (6) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS. I PI -2 P2 -4 P2 -3 V = Sib PLF SIMPSON CSI6x12 (I) TOTAL. INSTALL W/ (21) 10d NAILS 1 1/2" PLYWOOD OR OSB EQUAL, (2 S■DES), w /8d (GUN) NAILS ® 4" O.G. ANCHORAGE: 3/8" x 5" LAG SCREWS 6 5" O.G. OR 5/8" 0 BOOTS • IS" O.G. TO CONC. USE MIN. 3" NOM SILLS 4 STUDS ® ADJOINING PANELS EDGES. V = 115 PLF SIMPSON C516x36 (10) TOTAL INSTALL W/ (I8) IOd NAILS NOTES: I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113 "; INTO HEM -FIR GRADE STUDS. 2. NAIL SPACING 15 FOR ALL PANEL EDGES BLOCK ALL PANEL EDGES. ::<.,: 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12" O.G. 4. SHEATHING TO BE APA RATED, EXPI/EXP2/EKT OR G- G /C- D /STRUCTII PLYWOOD. 5. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. 0 SIMPSON DTG (IO) TOTAL. INSTALL W/ (6) 8d NAILS L SIMPSON A35 FRAMING ANCHOR (5) TOTAL. INSTALL • CORNERS OF SHEAR WALLS. (1) LOCATIONS TOTAL. - DS IT A _ATE • --t 7r 0 =LATE • *'1• -_i' A M r 11 .-- 010 DS ♦ -Y DS O.H. I: i1 II CO - - M TRUSS • 24' O.G. RIDGE Y m P. z. O! O PIN 2x6 RAFTERS 6" 1 •• 24' 0 f;3- 1 I T PLATE • tt -,1 STUB TRUSS. 8' 0='i \. w III • 11 5 UTrAl3,-E • TRUSS - -1. IDET *II1 - ) 1-1 I ;' N /----'- - -'PRC /ICE ti N 22 x30' 1 V -\ Li ATTIC ACCESS , ,NSUL. 4 KS. STUB TRUSS RIDGE II -�; wlI - jt II ;:DS 3 72-7 ■4 2.0E PSL • - - - -- III C RAFTERS TG BEAR ON -. ® +q' -10" A.M.F. 2x8 RAFTERS • 24" O G. at 24" 0 1' p 4x,C DF #2 R� ✓SE p TUB TRUSS STUB TRUSS _STUB 'f 1 STUB TRUSS 1 II STUB TRUSS STUB TR;:55 COMMON TRUSS COMMON TRUSS w T.O. PLATE • +I'7 -I;" STUB TRUSS STUB TRUSS 57.113 TRUSS ie - II STUB. (SABLE END TRUSS OVER FRAME W/ 2x6 ® 24'' O.G. BRACE BM DOWN TO NPR 0 DS 2x6 RAFTERS • 24" O.G. ROOD FRAMING FLAN SCALE: 1/4" = I' -0" ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO BE 4X10 DF #2 ® 2X4 WALLS 4 6X8 DF #2 ® 2X6 WALLS U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. DEEP SEAT GUT ALL RAFTERS TO MATCH TRUSS HEEL. 5. BEARING WALLS ARE SHADED. 6. ALL TRUSSES: * SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. * SHALL BE INSTALLED 4 BRACED TO ENGINEERS SPECIFICATIONS * SHALL HAVE DE516N DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 1. SEE SHEET ! FOR ADDITIONAL NOTES 1 y In 1 *II DESIGN FCR 2310* LAT. \ L0A ' OR USE PI -6 SHT6. 6:12 (4) SHEAR PANELS W/ PAIRS OTC n 0 TOP PL. TO SCISSOR TRUSSES T.O. BEAM +4' -O" A.M.F. IDET *I1] 5TR. GABLE 'END TRUSS DESIGN FOR 1520* LAT. - LOAD OR USE PI-6 5HT6. } D5 T.O. PLATE e +Q' -O" A.M.Q. DS Pl-b • TRUSS ENDS 01.A:0110 tioo� SHEAR WALL SCHEDULE (SEE 1111 UBG TABLE 23- II -1 -I, 4 23 -i1 1 -2) [7E5: SE 4' WIDE BLOCKED SHT6. 1/2" PLYWOOD OR O5B EQUAL, vi/5c1 (GUN) NAILS 0 6" O.G. ANCHORAGE: 16d • 5" O.G. OR 5!8" 0 BOIL'S ® 48" O.G. TO GONG. ECK" TOG TRUSS (DESIGNED FOR 2841* LAT. LOAD OR USE PI-6 SHT6. 2x8 RAFTERS • 24" O G. at 24" 0 1' p 4x,C DF #2 R� ✓SE p TUB TRUSS STUB TRUSS _STUB 'f 1 STUB TRUSS 1 II STUB TRUSS STUB TR;:55 COMMON TRUSS COMMON TRUSS w T.O. PLATE • +I'7 -I;" STUB TRUSS STUB TRUSS 57.113 TRUSS ie - II STUB. (SABLE END TRUSS OVER FRAME W/ 2x6 ® 24'' O.G. BRACE BM DOWN TO NPR 0 DS 2x6 RAFTERS • 24" O.G. ROOD FRAMING FLAN SCALE: 1/4" = I' -0" ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO BE 4X10 DF #2 ® 2X4 WALLS 4 6X8 DF #2 ® 2X6 WALLS U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. DEEP SEAT GUT ALL RAFTERS TO MATCH TRUSS HEEL. 5. BEARING WALLS ARE SHADED. 6. ALL TRUSSES: * SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. * SHALL BE INSTALLED 4 BRACED TO ENGINEERS SPECIFICATIONS * SHALL HAVE DE516N DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 1. SEE SHEET ! FOR ADDITIONAL NOTES 1 y In 1 *II DESIGN FCR 2310* LAT. \ L0A ' OR USE PI -6 SHT6. 6:12 (4) SHEAR PANELS W/ PAIRS OTC n 0 TOP PL. TO SCISSOR TRUSSES T.O. BEAM +4' -O" A.M.F. IDET *I1] 5TR. GABLE 'END TRUSS DESIGN FOR 1520* LAT. - LOAD OR USE PI-6 5HT6. } D5 T.O. PLATE e +Q' -O" A.M.Q. DS Pl-b • TRUSS ENDS 01.A:0110 tioo� SHEAR WALL SCHEDULE (SEE 1111 UBG TABLE 23- II -1 -I, 4 23 -i1 1 -2) PI -6 - V = 115 PLF 1/2" PLYWOOD OR O5B EQUAL, vi/5c1 (GUN) NAILS 0 6" O.G. ANCHORAGE: 16d • 5" O.G. OR 5!8" 0 BOIL'S ® 48" O.G. TO GONG. °I -4 V = 304 PLF 1/2" PLYWOOD OR O5B EQUAL, n /8d (GUN) Nt ILS 4 4" O.G. ANCHORAGE: Ibd ® 4" O.G. OR 5/8" 0 5O1. - -S 0 36" O.G. TO GONG PI -3 V = 381 PLF 1/2' PLYWOOD OR 056 EQUAL, .4/5d (GUN) NAILS ® 3" O.G. ANCHORAGE: 3/8" x 5" LAG SCREWS 6 12 "C.G. OR 5/8" 0 BOIt.TS • 50" O.G. TO CONC. USE MIN. 3" NOM STUDS 6 ADJOINING PANEL:5 EDGES. ti PI -2 P2 -4 P2 -3 V = Sib PLF 1/2" PLYWOOD OR O5B EQUAL, v4/5c1 v4/5c1 (GUN) NAILS ® 2" O.G ANCHORAGE: 3/8" x 5" LAG SCREWS • 9 "O.C. OR 5/8" 0 BOLTS ® 24" O.G. TO CONC. USE MIN. 3" NOM SILLS 4 STUDS • ADJOINING PANELS EDGES. V = 608 PLF 1/2" PLYWOOD OR OSB EQUAL, (2 S■DES), w /8d (GUN) NAILS ® 4" O.G. ANCHORAGE: 3/8" x 5" LAG SCREWS 6 5" O.G. OR 5/8" 0 BOOTS • IS" O.G. TO CONC. USE MIN. 3" NOM SILLS 4 STUDS ® ADJOINING PANELS EDGES. V = 115 PLF 1/2" PLYWOOD OR O5B EQUAL, (2 SIDES) v4/5c1 (GUN) NAILS 0 3" O.G. ANCHORAGE: 3,8" x 5" LAG SCREWS • 1" O G. OR 5/8" 0 BCILTS • 12" O.G. TO GONG. USE MIN. 3" NOM SILLS 4 STUDS ® ADJOINING PANELS ED6E5. NOTES: I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113 "; INTO HEM -FIR GRADE STUDS. 2. NAIL SPACING 15 FOR ALL PANEL EDGES BLOCK ALL PANEL EDGES. ::<.,: 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12" O.G. 4. SHEATHING TO BE APA RATED, EXPI/EXP2/EKT OR G- G /C- D /STRUCTII PLYWOOD. 5. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. 4 V E D MAY 01 2003 COMMUNI I Y DEVELOPME N T f A r, X11 N' 1. I ' -I '1 .• NORTH'S,' SI, INC, IWUC NUN FUN ACII '.,IHIJCIURE BUILT FROM THESE PLANS 'IIESE PLANS ARE COPYRIGHTED .N ACCORDANCE WTI FEDERAL S1ATIITES REPRODUCTION BY ANY x.11 11100 or ALL OR P(MTIC)N: Or THESE PI ANS OR ARIATIONS THEREOF WIT,it; WRI I N PEI:141 ".'.It r '1014 ARCHITECTS Nom,4wt IN(;. IS `..11211 11 ^1of1,TEr TNF,;1 01.1WING'. ,J () PLAN'. SI I GIRTH ON 11115 SHEI I '" '1•UMI N1„ (1E SERVICE r.■tE. AND SHAI, R( MAIN, ■■,L I`1l111+LRTY OF ARCHITECTS NORIHW1 ST, INC w ■ww•om -._!INSTRUCTION. FRA• t:' -AIE. D.H. II/28 "ca 4IERAL A Y DA --1 � ANVv I I /8/02 , 6,cr:, 8 1.04'E: TAGLLII /8/02 f ERA ET SCALE: 3/4'. = 4"kb FALSE x4 BRACKET a 45°. 2x4 /ER- 25' -3 i /IC TO PLATE lx6 -Rim BD 1x4 CORER 57, O. F'LATE MTL. GUTTER BELLY BAND.--... T.0 . SUBFLOOR COm'POS.iTION NGLES OVER 15a F T ON EXT SHEATH NG 4x BRACKET. SEE DETAIL. 1x2 OVER 'r:5 BARGE BD T0 BEAM PORC-i 1x4 TR," BD 6" EXPOSURE _AP SING TAPPERED COLUMN. lx6 TR m SHINGLE- HROM STRUC -JRE. CONC FOUNDATION. FRONT ELEVATION SCALE: i /4" = I ' -0" ELEVATION NOTES: L VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.C. 3102. 5. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE WEATHER S"-RIPPING 4 FLASHING AT ALL DOORS 4 WINDOWS 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTER.FL ASH! NG a ALL ROOF PE NE TRA ONE.. CHIMNEYS I SKYL I HTS 6. PROVIDE CONTINUOUS METAL GUTTERF, 4 DOWNSPOUTS a ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION SCALE: I/4" = l'-0" Or 4 -1, 25' -3 9 /lb" REcENED o 2, 3 46, kiM 3 1 1"1 DEVELOPMENT COMMuNiTi ACH — TR,ICTEJRE 81)11 4 fROM T.aE SE P1 ANS 11ES1 PLANS ARE COPri4IGHTFD IN ACCORDANCE NITII rtDERAI +1Alu1FS REPR(?DUCTION 84 Al< M[ '1100 OF Au (M7 PORTIONS OF 1HFS1 IN ANS 1' ;ARIATIONS THEREOF *P40111 WRITTEN PI HMI`s I(M !ROM ARCHITECTS NOR J✓1 ST, INC IS 411, ( T.0 PLATE T.O. SUB=_OOR T.O. 1x2 OVER x5 FASG:A Vt CONT. MTL. GUTTER. O Ix6 TRIM BD 2x12 BELLY BAND. T.O. SUBFLOOR COMPOSITION. SHIM& ES 0 /ER 15s r T ON .i2 Ex'. SHEAT -41 NG. 1x6 TR,,,4 BD.- lx4 CORNER BD. 4x ERACKE- SEE DETAi.. 1x22 OVER ix6 BARGE BD. 0 HE E_' TR 'SS T0 PLATE 6' EXPOSURE LAP SIDING. / ,x4 CORNER E. 2x!2 BELLY BAND. T.O. SUBr'LOOR RIGHT = LEVATION SCALE 1/4" = -0" ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN d SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.C. 5102. 5. CAULK ALL EXTER,OR JOINTS $ PENETRATIONS 4. PROVIDE WEATHER STRIPPING f FLASHING AT ALL DOORS b WINDOWS. 5. PROVIDE GALVANIZED OR ANODIZED SHEET MFTAL FLASHING 4 COUNTERFLASHING a ALL ROOF PENETRATIONS CHIMNEYS 4 SKYLIGHTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 1. SEE SHEET 1 FOR ADDITIONAL NOTES. FN'S- GRA OE Si Or'E AWAY FROM STRuGTURE. T GONG FOJNDATION. LEST ELEVATION RECEIVED 0 2: 3 40 MAY n 1 ?fin COMMUNITY ARCHITECTS NORTHWEST. INC GLAZING SCHEDULE I GAS ! MAIN FLOOR (DINING IVINYL KITCHEN LGARD 'VINYL SLDR 5120 1/7 1AIR ('NOOK M LGARD iVINYL { VINYL AIR AIR 400 1NOOK 1 4 00 5 00 MILGARD F=AMILY 2 3 00 5 00 MILGARD 'VINYL S H 5220 11'2" AIR YES 0.39 30 00 15 600 DEN 1 5 00 5 00 MiLGA.RD VINYL SLDR UPPER FLOOR HIGH FOYER 2 2 53 4 001MILGARD T, .'L FIXED ' 5320 1i2" AIR YES : 35 20 00 7 800 M. BEDRM 1 6 00 4 00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0 38 24 00f 12 480 M BATH 2 4.00 3 50 MILGARD VINYL SLDR 5120 1/2" AIR YES 0 38 28 00 14 560 BEDRM 2 1 5 00 4 00 MILGARD VINYL SLDR 5120 112' AIR YES 0 38 20 00 10 400 BATH 2 1 2 00 3 00 MILGARD IVINYL S H 5220 lit" AIR YES 0 39 6 00 3.120 BEDRM. 3 1 2 00 2.00 MILGARD VINYL FIXED 5320 1:2" AIR YES 3 35 4 00 1.560 BEDRM 3 2 3 09 4 00 MILGARD VINYL CSMT 5520 1/2" AIR YES 0.36 24 0'1 10.320 ,_OFT 1 2 00 2 OC MILGARD VINYL FIXED 532- 1 2' AIR YES 0 35 4 00 1.560 WND. TOTAL: DOORS WITH MORE THAN 50% GLASS 363.50 18t06 DOORS WITH MORE THAN 50% GLASS - TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS 0.50 I I GLAZING = AVG U -VALUE = TOTAL 1 HEATED ARE -, UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): 363.50 S.F. = 3798.00 S.F. 181.06 UA = 363 50 A (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FRG`!( WSEC TABLE 10 -6A B, C. D OR E AREA. UA 363 501 181 06 TOTAL 1 TOTAL 2 9.57% 0.50 U -VALUE 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER III CEILINGS R -38 MAX. GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 9.57% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.50 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.00 DUCTS IN UNHEATED SPACES R -8 MAX. DOOR U -VALUE ALLOWED 0.20 PROPOSED DOOR U -VALUE 0.20 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X. 005882 = 22.34 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 75960 MAXIMUM BTU OUTPUT 1 T -O PUA'' -E GARAGE 151, : 1 ,,2" ExT --"-+5 T.O_ R DSE_ /PRE-ENGINEERED 717...55E • 24.GC. BEDRM 3 11 11 M BEDRM R -38 ATT tC IPtEx CATION / INSULATION R AFF_E TO EX 7.. '.2° BEYOND 'NSULA- CP I -r. veN-E: BixKING T.G. P_r• i E �Ix2 OVER xE • FASCIA /V/ CON". METAL SUTTER. 3 4* -t G °L`"WD. SUB_F EXT. F'N;5+- PER ELEVATIONS d3 - 2x'O FLOOR .JO'STS "^A. PER PLAN FAMILY 2 -GAR GARAGE NOOK T.O. SUBFLOOR T.O. PLATE O R -2' WAU.. INSULATION. 2x€ STUDS C Ib" O.C. 3/4" T4 (.".7 /R -30 FLOOR INS.JL ATION. T.O. SUBFLOOR 2xi2 BEL_Y BAND. T.O. SUBFLOOR Val 1 SECTIQN 'A' GRWLSi� BEDRM 2 • GRADE. SLOPE AWAY FROM STR. GONG. FOUND AT ON. LIVING final SECTION 'B' RECEIVED MAY 01 2003 COMMUNITY DEVELOPMENT