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HomeMy WebLinkAboutPermit D02-169 - RYAN WAY SHORT PLAT - LOT 2 NEW SINGLE FAMILY RESIDENCERYAN SHORT PLAT LOT 2 10719 47 AV S D02 -169 IIIMMENIM• _ ( -- r • • • ■ z NN ,,1 Li. W 5 � oi u)o 1 INSPECTION RECORD j am, w i • Retain a copy with permit O d - / V - / co u INSPECTION NO. PERMIT NO. W 0 . CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Q Pro'ect: Type of Inspection: , Cl) a ss: Date Called: / GC�'cU S l z` kJk'(POSI o.( Lx nrI = w Address: Z I=- / 01/ 9 y? Ave .� I _ o 0 . Special Instructions: f Q� b Date Wanted: a.m. Z 1-- uj © K to `el ass P. l '� �'\ p.m. 2 r � ki Requester: D p 1 Phone No: a I— : roved per applicable codes. Corrections required prior to a ~ PP P Pp q P royal. 0 i ' A t,: /: COMMENTS: Z U � a(%) z , ' ( 5/43 ° 1/ )010 0 (Air yd. s j; 1 i ! 1 ; Mk i ,.,,- . y 1 Z � ,! ) 'Inspector: Date: f `�' /'i) 7/ ?,10 S ¢ x , 1' i_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " -- , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ` " ` `��`'�' N I r x�" . °. t . t ^=,., t . ' �;;' ..... .. . , . ... .. : 4,. ,.. ._ .... , ,,,„, , ,,..;.Jlz{7 t;. iwx. ^dr 4 1. 4z ! �ti<o;i- 4 4 ?}.°.,,, - r • - - \.•._, • c � 1 r Cit y of 1 _ Permit Center Authorized Signature: �� 1et- _! —. - Date: °� ', . z 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 = ordinances governing this work will be complied with, whether specified herein or not. U O N O The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws 1111 = regulating construction or the performance of work. I am authorized to sign and obtain this development permit. N LL 01- • ' z _ . n Y�� 'V, tOA < t I rv , � rr.. { doc: Devperm 002 -169 Printed: 08 -23 -2002 Y; ° --- - ......•..•.....«...., a.,,,,. r.,« w.. r..•.«... r.+ nnwaw rwnud>.N :wnMt.rRSdn�unxhaaary ■ -, . '' \. � _ � w h ; Ci f lukwila c • o Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z a • '_ Parcel No.: 5476800069 Permit Number: D02 -169 '� w Address: 10719 47 AV S TUKW Status: ISSUED QQ D Suite No: Applied Date: 06/19/2002 U U O Tenant: RYAN WAY SHORT PLAT - LOT 2 Issue Date: 08/23/2002 w J 1: ** *BUILDING DEPARTMENT * ** N LL 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas L piping (296- 4722). N d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H W inspected by that agency z 1- (206- 835 - 1111). Z 0 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 D documents are to be 0 maintained and available until final inspection approval is granted. o H" 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w Documents shall bear the seal and = 2 signature of a Washington State Professional Engineer. � 0 ' ! 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification Z showing the fire performance U w j rating thereof. H H • 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as z amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). } 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for ; special inspection. 1. _ 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a ' permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate , or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State ' I.., . s , mio _ Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. . Y , ", 15: Fuel burning appliances may not be installed in sleeping rooms, generate U.M.C. 304.5. , � ' 16: Appliances which flame, spark glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). ;�� p or g g .g k 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). `!!� � + ***PUBLIC WORKS DEPARTMENT*** X11;`' 18: 1 F I 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of ; _(�' , A ' • AO work at least 24 hours in advance. k, „, ail 20: Any material spilled onto any street shall be cleaned up immediately. • ,4,;; a 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into 1; k existing drainage facilities. t'`t;.. -.31,0,v; 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and V.: doc: Conditions D02 -169 Printed: 08 -23 -2002 r., : 1 - -�' .. M.- J _ - -_ __ .-- , _ . ` . — 4 ,,n++A. 4 . , ... `�� City of ukwila Y i 1 - -. • - -- r City of T kwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f WATER METER INFORMATION Parcel No.: 5476800069 Permit Number: D02 -169 Z Address: 10719 47 AV S TUKW Issue Date: 08/23/2002 Suite No: Permit Expires On: 10/19/2003 Q L . 6 D DESCRIPTION OF WORK: U O • CONSTRUCTION OF A NEW 2,670 SQ FT SINGLE FAMILY RESIDENCE, 440 SQ FT ATTACHED GARAGE AND 200 SQ FT . co 0 UNCOVERED DECK AREA. w = PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, ACCESS, STORM DRAINAGE, 3/4" PERM WATER METER N 1 & SERVICE, TESC, AND UNDERGROUNDING OF POWER. LAND ALTERING UNDER PERMIT NO. D2000 -358. W O . METER #1 METER #2 METER #3 u- J =W Water Meter Size: 0.75 0 0 Z !_- Quantity: 1 0 0 Z 0 Water Meter Type: PERM w • uj n o Work Order Number: 5204 -K02 8 N O F- Connection Charge: Y $60.00 $0.00 $0.00 = W Installation: Y $250.00 $0.00 $0.00 f- H Additional Install Deposit: $0.00 $0.00 $0.00 —ILO: Plan Check Fee: Y $10.00 $0.00 $0.00 ili Z Inspection Fee: Y $15.00 $0.00 $0.00 U Turn On Fee: Y $25.00 $0.00 $0.00 0 I-•: • 1 z Subtotal: $5,335.20 $0.00 $0.00 . I Cascade Water Alliance (RCFC): ?? ?? ?? ?? TOTAL WATER FEES: $5,335.20 . j 2 c,...,,..,,.....,, * l'r.,. } .t r'� or s - Y Kc doc: Miscperm 002 -169 Printed: 06 -26 -2003 i .tF � J1A1• ` y. ; .. 7 x. , i '"" CITY OF TU MLA * R STAFF USE ONLY X14,`': o permit Center Project Number: 4 z 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 DO; . ry '`, , ' ►ii o (206) 431 -3670 Permit Number: (d Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project ame � a -S r ena f + � Value of Construction: T I / � „2. % /3 o ©0 d Site Add ess: City State /Zip: Tax Parcel Number: 1 l �c 9k 5V7 6 k 00 0 Property Owner: ` Phone: C 7 _arr1 Q.s eciNeLDA0 1 / ( 7 - cas rZ. , .20 f^ a si V U? / q ., Street Address: City State /Zip: Fax It: q S. 0 Siu`k r e,: ,e R I w,l 6 •/O ;r n~ lf' 9p)A ' 'LI.QG ,2 5 07 p : 3 Contractor: Phone: S4r2( - 7.-P CO r\, { rac ,--7 5 95 / �.i V7 Street Address: City State /Zip: Fax #: Po +3ex .2 ge (v-to irt. Lik- 4 Tf - v .s C Architect: Phone: -� 6r� Des t .r, . S - 79 .? /// Street ddress: City State /Zip: Fax II: , o (2)c1.,< /(qg' MO f) le Oa UUe> 10 1 1 - 9e03e (/.15* /3 sod'( Engineer: Phone: ,Rai M of Li d/ bPr 5 3 q'0- t9 `2, S" d = t _ Street Address: City State /Zip: Fax #: 1- Z /Co 7 z fb 117' c 67 :_.1 malt ?jroa7 442s- re Contac Ca Person: Phone: /� / 6 / /1 r►�t �t S , P IC Y ©G� 4 " m / .jZ 0 0 Street Address: t) r/� (( City State /Zip: Fax #: CI ( go Sr7tA +`e e r e 2 Mud! ? (u, 4 ' - /o C . e�'7t f,' 9r1 06 .2 (7' 2 7' 3Q W = J H Description of work to be don cn 00n,,'/ru,d - tort o n ecti s //1 le - �g rh uly r sl Lu oo } T Type of work: New Single-Family Residence � J yp g y ❑ Addition - Single- Family Residence u„ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* c = d ❑ Remodel /Addition to Accessory Structure CI Garage(s) t— _ ❑ Deck(s) - Covered & Uncovered CI Residential Reroof ? 1— Is this site served by: 9 Sewer El Septic (King County Health Dept. approval required - 296 -4722) w O Existing Square Footage for Structure: tJ A- sq. ft. Dwelling sq. ft. Covered Deck(s) ❑ ❑ N) P sq. ft. Garage /Carport ni !- sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 0 - Proposed New Square Footage: , 1/70 sq. ft. Dwelling CI F_ p q g q. g ► �( is sq. ft. Covered Deck(s) W W q (10 sq. ft. Garage /Carport N -A- sq. ft. Accessory Structure(s) 2.o o sq. ft. Uncovered Deck = 1- Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ..5/ 70 Z `For an Accessory dwelling, provide the following: 0 Al Pr Lot area Floor area of principal dwelling Floor area of accessory dwelling 0 �- Z * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. ' APPLICANT: REQUEST: FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews: shall be determined b the Public Works De • artment . • ❑ Channelization /Striping R.Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill_ cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: • ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ia- Street Use ❑ Water Main Extension 0 Private 0 Public Si-Water Meter /Permanent it I Size(s): 3 /4- " Wo .$ 51o4 ko'z ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: �}„ .Miscellaneous U Nbsf{tG2du+"sa -f G a � etNi & Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- . viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- P ire by 9 may by applicant period exceeding days upon limitation. The buildin official ma extend the time for action b the a licant fora eriod not exceedin 180 da s u on ; alur written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ;. I d in, Una Date application accepted: Date application expires: Application taken by: (initials) L.I. , al (0-1Q-0 2-- / . 11 - c:— a(Q4. PLEASE SIGN BACK OF APPLICATION FORM r r sa, I lini SFPERMIT.DOC 2/13/97 11.1.A.S. — -- - ......__&__ .__ _ . . ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMIT ED WITH THE FOLLOWING: DRAWINGS PREPARED B\ REGISTERED ARCHITECT OR PR( `.SSIONAL ENGINEER MAY BE .1 REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Q Copy of recorded Legal Description from King County ❑ a Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department Cr 06) 433 -0179 for servicing district. lJ ❑ 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) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ 0" 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), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. z 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). u� 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). in L 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u- H-9). a ❑ cq Foundation plan and details Z w ❑ 0 Floor plan z O ❑ . Er Roof plan w ❑ 0 Building elevations (all views) v o ❑ 0' Building height o - IL I/ Building cross - section w W ❑ U Structural framing plans and details necessary to completely describe construction ~ I v tL 0 ❑ Er Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available Z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. o O ~ ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Z Variance, Shoreline or Tree Permit). • ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to ,may submittal of permit application. ❑ LJ 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 ". Building ner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed 1 Awe by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain; the permit will be required as part of this submittal. _ t. ' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF row vim PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. E BUILDING OWNER OR AUTHORIZED AGENT: • r Signature. Signature:( / _ d 2 rmla Ala Print name: // / Phone: Fax �. ? I7 a 41 S Pn 't rn 6 .� 4� d l 2Z ,� r fit{ / t{3 � JJ n Cit / / i MOW _ Address: 50 �m� t"� �.� .n�� 2 136, / Co �C�t �i° (U A- �if / g d �"� AIM SFPERMIT.DOC 2/13/97 �►�.' aft wo 2 Receipt No.: R020000813 Payment Amount: 1,228.34 LL Q n Initials: KAS Payment Date: 06/19/2002 10:02 AM = d . User ID: 1684 Balance: $1,894.25 f- w ZI.. Z I- Payee: THOMAS FOSTER LU Lu ■ M o ; U N p_ . TRANSACTION LIST: CI— Type Method Description = w' • Amount I- 9 Payment Check 1139 1,228.34 — o w .n } Z ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,228.34 Total: 1,228.34 , t4;:e ;_;; 1 tf S tiff $,'J (,,� .,,fit I t { +s 11 1 p ; T doc: Receipt Printed: 06 -19 -2002 R. , � * i `L tea. C of Tukw 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT I— W re 2 Parcel No.: 5476800069 Permit Number: D02 -169 J U : Address: 10719 47 AV S TUKW Status: ISSUED 0 Suite No: Applied Date: 06/19/2002 co W Applicant: RYAN WAY SHORT PLAT - LOT 2 Issue Date: 08/23/2002 J w w O Receipt No.: R03 -00636 Payment Amount: 2,000.00 g 5 LL j. Initials: BLH Payment Date: 05/23/2003 02:39 PM N User ID: ADMIN Balance: $0.00 I--- 2 Z I— 0, Z I - :: W Liu Payee: THOMAS C. FOSTER TRANSACTION LIST: ' C-1 !— Type Method Description Amount 2 U Payment Check 1296 2,000.00 Z W ( O I ' - " ACCOUNT ITEM LIST: Z Description Account Code Current Pmts BUILDING BOND /DEPOSIT 000/386.908 2,000.00 i Total: 2,000.00 • WO I 1 Nnii ^+7�✓y ,*17r0102, . 0972 05/23 9716 TOTAL 2000.00 doc: Receipt Printed: 05 -23 -2003 1 { 1; . .. .... ... _.«. .....,+............_........... >.....,. ......a..... ...... .w .. ..._........„............. .........w-- ........... »..+.n .fmPwFMYGl " ` . __ .- -- r - . ,. j 5. ,tip•'` . _.., ; .. ?'S /:..,.. ,'.1. , 1 O i I' I - 1473' . a }0 , ;E,1; r uf c h t doc: Receipt Printed: 08 -23 -2002 ''77,11 , .. .. .. .... :..,.a.......,.. aw...w.n .... .. ..* _ . wr ....... ,..,,.- ,y..e:.�ra =.x. r—. . ........«.. w«....•+•+ fl.^+. n......rwwra.aweniv,o +xMYMY 1 • 1 - - - _ \.lr -i r i w t:; ' ,,,01)-1-6 4. . City of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 !• RECEIPT z , l i- W : Parcel No.: 5476800069 Permit Number: 002 -169 Address: 10719 47 AV S TUKW Status: ISSUED U 0 Suite No: Applied Date: 06/19/2002 w p . _ Applicant: RYAN WAY SHORT PLAT - LOT 2 Issue Date: 08/23/2002 w = J I W O i . Receipt No.: R03 -00636 Payment Amount: 2,000.00 2 r _J ( Initials: BLH Payment Date: 05/23/2003 02:39 PM N d User ID: ADMIN Balance: $0.00 = w i _. _ Z I- O . I Payee: THOMAS C. FOSTER :p ' U CO TRANSACTION LIST: O 1-- Type Method Description Amount LL!W H U Payment Check 1296 2,000.00 u. W z o P. ACCOUNT ITEM LIST: Z ~ Description Account Code Current Pmts . BUILDING BOND /DEPOSIT 000/386.908 2,000.00 Total: 2,000.00 I 2R f i ` f Y S ip , t .11 I. ItZ.L i i tilea t ONVA i doc: Receipt Printed: 05 -23 -2003 l R 2 l - 1 _ '-" ...-"" ' _ , • .._, , ., ... • _ pc/.eie . . $ - .. .. Z :)- Z re iii --- ____ _i 0 O 0 ,:- INSPECTION RECORD . co 0 LLJ i Retain a copy with permit 062---/67 : -i I._ INSPECTION NO. PERMIT NO. CO u_ CITY OF TUKWILA BUILDING DIVISION w 0 •. 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (20,6)431-3670 • 2 ?- g 5 • Pr q 'ect: oi i jpe of Inspecpr& v u., < OW& tAtati co Addr s_s: _ 4 / Date Called: I w f° -.)/ Y OA 4H 5. V/iY Z 1.- . : Special Instructions: Date Wanted: • a.m. Requester: I- 0 7//0.3 P•m• Z I- IL Lu 666 RD/ 2 -' D CI , 0 Phone No: W 0 79 5 A a 1- w w Approved pe applicable codes. • El Corrections required prior to approval. I- , I= L I 0 v l o COMMENTS: Z iii - co 0 P. -± 1.,.. ( o 1— . fic F/A37 (..) P714‘-e A C11-44.1 - Z ' • ..:;. , . s5s ,i i a 5 , I : \ ( i 1 / 1' U • i I i 1 i . : ■ In AV i I 1 i II . .., • A ed ) f 57‘) .„___.„.,..,....„... , 3th:gi., ;. Inspector: Date: tfi - A) : t..i El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t7ePw:' : paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ' Receipt No.: Date: l'ili?. . , ;: S I .i.. Zila, L , ' 42.;:, . . .`. ' ' ^ -^. / - . w ., INSPECTION RECORD N w i Retain a copy with permit I / co LL t INSPECTION NO. PERMIT NO. , w 0 : CITY OF TUKWILA BUILDING DIVISION g __, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ;;,. am ikku/I 14)4" 04 .t) , ". i 0 (9 4 17 /A e'be_S-• I/ '/4) 3 . + .. Special Instructions: Date Wanted: „ a.m. Z I- t, 1/ 3/03 P.m. 2 D ' Requester: Phone No: i? Ei Approved per applicable codes. El Corrections required prior to approval. 1.1- /-* - ,t) `I/03 .f 1 C-er 4 (/ / - ' . rP _fi C6 re I bi ''..• /5 I-lc ro ' Akiit-/ 1 ye f 1,001,4 - t - i7 ‘:: , Ph aVer- 1 1 il 6 X 6/ 10 Liyx . , , ':,. . L4-ia /2-" v ss cy i ir-e4. , la 01 G., (....4„....,..A6,--44 :-„,, ,,,, T;'.i'Z::)13'-\17PA , i. :y. Inspector: Date: i 4. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AV A Receipt No.: Date: ,:k,.: :,,, ,,,,,„.„,.„..,...24 ,,.D: ,,,,,.... , ,,, „, . .,....,,,,,,,,„ ,:J,', .'..::_-..' - ....; ,', ," .; ,;,.:., . s.,,, ,,,.; :,,. ,,.1 , ,„,, ,.„ : • ,::.;;,4 .,...•..0.,i .1.1,44.-k,sizAstialio::,A. . .. _ _ __. '.-- - ...,-- — . ,- ..., • .... z w re „ 6 5 ,,, ,. „ .' .., .; ,;:: : :',,,r--,- ,,,-;-- . , , . . , ‘, . _1 o C) (no o INSPECTION RECORD ( u, . - 062.- '' ) (7 7 w I ..../ 1 .... Retain a copy with permit ,r INSPECTION NO. PERMIT NO. CO u_ u i o f•; , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 u. < oject: I, Type of Inspection: D ': in It ')(u.A:t Vfr& wiry i '. A ress: bate Called: I— W I Pli ? 1 17 1 akf s , 14' 3,1 03 : :.. Special Instructions: Date Wanted: a.m. : I— 0 Z 1— i ( I, p.m. LU uj 2 D 'Requester,: D (3 1 6 L) b S't 0 I i C.) w 0 - Phone No 0 I— s: 7,012 59z €) • U.I 11/ ' I 0 0 Approved per applicable codes. Ej Corrections required prior to approval. IL '— , Z COMMENTS: w NA ) 0 1- • • d , y 4/.,A) 3 . t s 1 "... I tiv &AAA iNk. ",‘ , ; , i klqp itp.451 T--. , tAki;k4i r e f' I 1 1 t 143 — (... 1 re4—(.M.A. MAJ." —I ' (7.44.-4,1-1,"6-(1 licr4. 4.0i...0". 47.0 i i 41— 76 &A4-4 4 , , . d . . ,,:644:i 4a.„ clor,:., !.., tioA ,'' 4 ' • : Inspector: Date: 12:ftkij4 I • bl/ 4A/03 ) VVVAla 1:=1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , paid It 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt go.: Date: 47,-74A Elm • Y,.v.i . ,: , ...Y . 4r;j2X;P.2:M=' , „12.1:?: . :51;-;':ad-IVItt4ify:'4.7V,'' - ',:i2,- . ;',4:1:,';' ,. .;:: .'s:' ^:, i'• ''.'. 6* i :,,,,,,, .A;,:1,......::;;;,t, ,t,t Z •F Z • W ' J 6 's . . r ' C '' 'c'-•�Cr r•:57: 7 ' -"t —r--.rr.� ■r --..:. — .,- ,--- ^r. ---7: .. n -r; — - N O INSPECTION RECORD w = , Retain a copy with permit �� l co u 1. _ . INSPECTION NO. PERMIT NO. l j 0 Y CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Q t Pr jec S[c fir ILf e of I nspection: U) C . J 1 .... w Add ss: Date Called: _ • X01/9 1/177A r C ///2.2-A33 z � F- O Special Instructions: Date Wanted: ! ` V a.m Z I-- P.m. 2 ?: Requester: D p Phone No:(49 �..' ill u) =V . 1 : Approved per applicable codes. Corrections required prior to approval. L-- O Z . (COMMENTS: ill u) U = . :.,:: „ f 162/03 D . & - 1 - ..-k-i - JAA".1) (Z , r p m' ` r fr r Ai- kJ- ;: _.... t 1 t'h.�, } I Inspector: , / Date: q /ij 1` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;. ... Receipt No,: Date: O ff ; y, . 7 , 3k,41 . ,.-, ., Y'Ar .r ::, ;JS'r. :4. jB.ftiY.. �; .off' ,.o*+ , , n_ ^" _-ry .r- r 4 . a .. r� „ - - Y� ..friai�i.'C.:k.r5<'�r#t7.'i,.;i t�i2cti•{G�:�. . • ....a P ' ,� : ?�,�.. -���'. . , iti.:.. ... .... ;Y .. • .. .;�' {'1 � _ �• 't. ' . d'. .,1 ':4 ° ��i,: h5ik°.:l G :r'tki�f.{(kfl_:is. rvh. Y.S.. )rv�' a f3,:V5�4i } C.. ' ,'.iAF.i .sJ.k ,s _. 11111111■1111111......- . -,....., ... . .../ . '..) ) Z < . "-- Z U.I C4 .n , 6 5 . 1.=,-%- ' — -yr ,,- .-.7-7-77-7-----,-,--------=----------,----,-______________________ :. _ —.I 0 V , , ., 0 0 ( 0 UNI INSPECTION RECORD : Retain a copy with permit Do ,2 • J,9 • U.1 i 1 INSPECTION NO. • PERMIT NI , , MI 0 I CITY OF TUKWILA BUILDING DIVISION i . 1 r , 41 _, ' - - ..-- ' .' '- r N ..... 1 ( • ■ ../ • ,.. Z < • I— . w CC 2 D ,.. . .... ..... v. , v ,, . , -I C.) 0 0 CO Ca .. CO (LI • INSPECTION RECORD r• 1163 -10? , IIJ 1 -I '- Retain a copy with permit . CO u. / INSP ON NO. PERMI N . u i 0 2 CITY OF TUKWILA BUILDING DIVISION g 11 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 • u.. < 1 Pezj i .Li, ,. p ,Tyle Inspfc.tiqn) 1 U) M I 0 i I- ILI . I Id ril s • 1 b'714 j i,/e/m/lute.So r Date Called: I- I- Special Instructions: Date Wanted: i ' 03 a9 . Z I- 11 ILI P.m. • 2 m Requester: I) / n a 0 co pee 0 — (3 !— I , .. Phop q 1.2) ..... 5 . / X 0 ;. I- r.. ... 0 Approved per applicable codes. ..71 required prior to approval. L I 0 ...: Z COMMENTS: Lli U) (3 t/OA.P...e_JAG/Yki 1 XR.Ct 0 ss. CYN42.2-CQS2--0 • * 0 I- • Z 1 .2- C .... aibbt (3A ly ''- -k-"T■aC2--0O [ . k. . (C) Ic ?is Apr‘i".4.4. CI \ I CD ... A.(217- ‘ ...-. 1 %....1, ( .s...)(7. 0 S Nf`t=' Li A'= , . i . 1 , , i?:414 '‘''''' 1 " M7§ 7 .t , ! r A 1404 - I 11 IrMector: Date: i ,WA -!" .............-- (NC ....-*. --)r 1 I / i 0 - '4 L I II $ 7.00 REINSPECTION FE _ REQUIRED. PriPrko inspection, fee must be 'I? AliAlim p id at 6300 Southcenter Blvd., Suite 1007Call to schedule reinspection. 1 Pya. 1 II- - pt No.: Date: tt" . ,cs .:, ..,,,, .,,..t.,4 ,.." ,,A:- ,,-; .- , -.,,,. -t .. .4. , . ___ ( , • -- - '- ..-' " . .. s. ..,- .... Z . • i 11— ILI CL — I . - -- I . z I— I li• Z 6 D INSPECTION RECORD w z Retain a copy with permit CO u. INSPECTION NO. PERMIT NO. o CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g u. Project: Type of Inspection: Cf j Ad dress: 1o71 d /47A � S' Date Called: 7 1 17 / 0 3 z � . Z Special Instructions: Date Wante / a.m. I— O ' !/! 7/U 3 p.m: W ~ 2 U Phone No: 0 I- �_", W W y, Approved per applicable codes. 0 Corrections required prior to approval. . I— F - W Z COMMENTS: iii V) U O I- • „ 7/17/63 )N ,i" z , 0 t••) 70 /td /t b C fit e N-..: . 6 TAA /) a_4 G 44 D ej f%� /\ f 44 7 �J t u A-1),#...t 16 ' /Ai 1 77 .r. (AQ4 St% (A /A " . /'.4)c - (.4 .: 60 tifiv r�.,°'a.� % e i4 cu/ (� t,,r,� r , T • < p ( 4,614.1- t ' '4' k : WWI ., . Inspector: Date: -7/i08 CI*4 i Wi40,Z1) ', LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. io. Jaw Nor. x Receipt No.: Date: :.. ,_ , a ;;., ,' ,... • j, 4z, 4.41..1 141. sWxc. ;,r<r ,. > .xf,tar... 1 4, . - ( , . ■ _.... - . ,...../ . 0 \ . . , • Z . 1 w et 2 .- \— z — I , • -,...- - — -. . .. .. ...,' ..., •% Z , 11. i i... Z 6 5 -.1 U 0 0 , cr) 0 t INSPECTION RECORD /67 (9 111 x ...6 Retain a copy with permit co ii. I INSPECCA NO. PERMIT N i uj 0 I I 44 IA , 2 CITY OF TUKWILA BUILDING DIVISION , J g - - - J . 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 -3670 ' u. < • F Proje Type of Inspection: . , CO ....- a 1 ,c —,/, 7- 2 ..a.. Address: Date Called: • , Z 1— & l/7 caci S 2 - ZS I- 0 • Special Instructions: . Date Wanted: 7 a.m. - --- . .. Z 1— „,,,,,,,, 6 ., L ....6e"/ ,P ...,--:".. 2 /— p 3 P.m • 5 • ILI uj 2 D Requester: D 2fe- ,. CI A ...C7c.-6,.. -1......- kJ co 0 •—' '.. Phone No 0 I— Ci6 . 5.., -- - -45-5i7 ILI l a -... i 0 . - - :1,7: v Artiz,,, 4 Az471 al,c;;; H [ I ..\\ ns : Dat / _ 'w-Itir- I ii , 7.00 REINSPECTI DN FEE REQ ED. Prior to inspection, fee must be 1 paid at 6300 Southdenter Blvd uite 100. Call to schedule reinspection. •4k. 1 P 1. k 0 .r0I 1 Receipt No.: Date: k4k 1 '''Sr 4 . k py.:,442,,k44 .4 toi:4;:w. 1 tk‘t4 wi3L 114 -.5.V. Po •(''■' 0 ....„„__, , .* - -7, i — - — — — - - .., I' . . ,.w., — z .1— Z w , W . z N W • 6 ec 0 0 No ry . INSPECTION RECORD w z , � Retain a copy with permit � r -1(0 :Vii` - w �'. INSPECTION NO. PERMITS .�`' / :. w CITY OFTUKWILA BUILDING DIVISION '• :1I _ 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u, j r ject: T e of Inspection: N C! We Short AccT . LiOn �� boad W ittrtsi • � Date I 7. Z �_.. Special instructions: Date Wa ti � a W ( W Request X O o b o Phone No: 0 H i. Coro - —(547 W W A pproved per applicable codes. Corrections required prior to approval. V O Z COMMENTS: l'a co H Z~ • +a. ? inspector'' y�\� �� Date: �. 11413` � X11 `ll�iy AAl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • '' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: , F10, 1 �t11r��. .�� Y _ !!,,,� „�. �p��� 1�3`./ S.�ci ;eiS'f'i;,..i.•: t , y t•�,.i. „H� :r1..,u$'+j'7 ahR'vi!_ Y,b�3'�°t�i�i''Si.�e ��i.Ca3: e7.��G!F.r.6a '� ItrS"�'.11. ,4..A`1 '1 �J.e �,.s.'l.r �Y'.it..;,PrX�kl /:�T.�1,: re. •t. N''r••..•., r . a.it.' ¢�'. +�:i b ilt� iriC �a $.YaAtf{'3tr�3i %i4�;8: »:1�7 �t �S':: «.4iKt'+.z .�,1:: }::Ji . { I I - i - . _ -‘,z' ti * 1 Z L... (—W IL �Y- sgr- n- .s- :...- ^...vp^,s.+. r.• -r ^T- '.- '*^^"^?`.- -r-- ^'- -,-� -- . .- >.....- -...;- •. -ti'.- J V ' i . . o • ( I NSPECTION RECORD Retain a copy with permit a /C9 Y 5,16 ~ INSPECTION NO. PERMIT II. — W LO O W � r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431 -3670 g Q P ject: Type of Ins ection: N a � ` S6 rid - 1 � 2 -�- /� i W Ad I ate Called. �/ C" Z = F. 7 1 9 Li--1&11/5,e,_ 30. Sp Instructions: Date Wanted. y � . ... 3 U� pma.m Z � .� W W . Requester: D CI bob 0N P ne No: O (b (J ) STS-ff;E?Lf7 = Approved per applicable codes. El Corrections required prior to approval. LI H — O COMMENTS: Ili N U F., I E�4-1 v t or ,Sig P,,0 - k% h - a, L O • Z , r in . 5 cl vv (9 W:04' (,c)o v g ?\c,c f Oprove r j i ov __ 4 t 1-. CA V' — I \ ,Y'_ r;i `,`S �` Inspector( Date: i ?� �►� 3-11 - G 1 ls �+np {' r ,. n .� i �4{ 0 $47.00 RENSPECTION FEE REQUIRED. Prior to inspection, fee must be + paid at 6300 So Blvd., Suite 100. Call to schedule reinspection. Recei t No.: Date: 4' ' i - "aY '3 a•. , ' ,„. • 4. r ;. ''.'•.'''' . :, .. .......... ........._. ..... ... _ .. _ ... , _. . �, .1 ; 1e•M' `t;w4„4«" naaS'ti!".&,+,t.r'ls ? . 4 •.k+;:at.IS,.•t!S1.:'..1 ? +; ,,JS 1 1 I - . r sr. s \ . i ..../ ..., ) Z < . • j■-• Z •... UJ , 6 5 • _1 0 . 0 o . INSPECTION RECORD •i-i u) iii . UJ i ......--: f Retain a copy with permit ..4•. — .... - 1 1.- • 1 , .. , ' .INSPECTIO NO. PE' fru '0 ...., ( -S — ,., / HI %.,.. 11.. ' CITY OF TUKWILA BUILDING DIVISION '•' • LIJ 2 1, " Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 ' 5 • ,: . ,, ll. < 5 i 1 — — 1 -- , . ' ..---4 1 ni 1 1 . _ p p) of pspenp: ictrill (AXU/I 1 ( ric vecit/i .±. a , ' Ar Il • 7 4; .. 1 I Al Date Caliel: 6 2-- I Lui Z F. • • - Special Instructions: Date Wanted: '-':': ' . — , - Z F - W ul Requester: 4,; i 2 D D Ca O trt Phone No: 1 v.. 90b - 5 lc- /C49" , I L3 I- 1 UJ u j 't:‘. - pproVed per applicable codes. 1714 0 Corrections required prior to approval. i I 0 I- 9 - - 0 COMMENTS ; LLI ,.'■57 '''' ' 0 (I) 0 ' ! Z 1 . ; i i ., , ! ';';',:-. .:'''' ' ' •' .. \ :.'' ' ' ' .',. , • N , i , • ) - , ---...-- , It ,,,,. . .. spect , / Date: — c g •*" 0 -7---- , ' . ,ft 4 4',, .t• . Ell • ‘..':•': -• . S . 00 REINSPECTION F REQUIRED. P or to inspection, fee must be 'Apitif,.: ..id at b300 Southcenter Blvd ., Suite 10 . Call to schedule reinspection. .:,- fti ' -ceipt No.: Date: . ft, . , ' ..:. ' E p . . ' , 11 .•: - ....ze.; :.•,.....?.1.,:•.V2.......Malgio , .....• 0 , v4./.:■e,• ii iiii ih t.4..i,.••• '. t ' • ' .: • 2 c a.': • 1 ;' , . • 0..,,,,s J., .. , , e. / . . ,,,,,,,,, , ,,,, J , , , i , , ,,,,, , ,, , t, ,,,,,,,.. „ , , ,e, , , ,,„;,1 0 . v i i,, , r, , ,,, 1, ,: ,,,,,, ,,,, .0 , 4, , ?, ■■■,, — • - .- , •• ..,,• ... . Z < • x I- ILI iL. n ,:,,..,. .. 'o i 69 cP- . _.c.) 00 .0 . . ,,,,, ...,?, • , • • INSPECTION RECORD • EMI, =I,. .... ILI I Retain a copy with permit riAliLig ems' 'I Inspector ' -- 0/1,f i r, Date: in - 9 — 0 ..Z 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,,, l '*• t, ,%. paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a 3Th• Receipt No Date: , 41 ap. l i 4 '''''''''4%''''' " 4 1.' '''' '' ' . ' ' ' . '' ' "' ''''';";'''' ' . ' 'I ' ' '' . ., , ,,, ,,,x;`,1,i' ;&■‘L-A b"701:■ii.47./■':Ifili.q$,Y;:4■ • ' ,, ' ' ' ', / . 1 , ; , A t 'AIH , , . o■ ■ , . . . ; .( . ■••■•,. - ,...../ . . .., ... z 6 m .. \ , \ i . .1 0 00 w 0 0 La • . , V- .- .,, . . - INSPECTION RECORD " re Ul I ,-.: `" I z ' ` INSP RECORD CO N • Ft Retain a copy with permit °� / -J H '' INSPECTION NO. P IT NO. (n II. F , CITY OF TUKWILA BUILDING DIVISION ' �j . . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P Typ Inspection: U. .... Address: Go 7- 2. Date Called: J.. W ' / 7/ 9 4/7,4j s `l '~/ -? -- 0,R ? i Special Instfuctiorfs: Date Wanted: -'• I- O Requ ter: Cn W f t u/ /GIG. 6- OA 8 o ' Ph( 2C') No: U N (aG/ r� (7n/ s i s s' /sy/ ° 1 . = W , Approved per applicable codes. Corrections required prior to approval., { I- U , , •.:. COMMENTS: i t Z U r ��' ` C I ' V' ‘ �n +e r `fir),) A AAA- 1 On l.) ca. 11 S 0 I=— • 1 ..... _ 1 4 ...:.' i `f. 1 E "` f a ` ,.,'"•'' p ak Ins e cto . _ " A' . . j1.9 ! p Date: ,; r i 0 ` El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { Receipt No.: Date: WA. - a s .r ` ..- ....w+...� .. ' +�.., . . . - . . a l' . ` .. ..:Y A: irk a.:4 io n � i i n .) z L.�:.f, i s PP ra , .. dr.fwktlfl .l+ 5' 5 �'d. iv ti ter 1 ■ . , _^' ` ' ' ^ ' ,` ^ -'' ... . . IL 'wL........,._..........................:?., !' ;.` : .:-. .. . _ 1:,t , . , Retain a copy with permit W ;'' :: :Proj t: Type of_InspeM i-• i ,-.. , . UM) tqj 1 -0 (2 i V" Z 1- 'i,'-' '': . . : O poi ...., — um ui ...,,, , 1K - ,-4. - : Approved per applicable codes. El] Corrections required prior to approval. Lij z . 1r ‘ vr-e ir 4 o A ,„,,,, 4)00-1 , „ , -. ,.: ,....... . .4 4 ,1 ; 4 : ' . 1 1 i s _ . A.,,,,,„.. t , rO Inspector: -- ' ' ..)4 914A l lf., . Date: 9- lb - el? : 1 - 14k. ; .. Ei $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid .' .at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • \ ^ -, -.:\\*: Z + 1 E C4 2 J U 00 CO CI INSPECTION RECORD co F Retain a copy with permit &2-I4'? W IL INSPECTION NO. PERMIT NO. w O CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ga Proje T pe of Inspection: (12 d avt = w Addres . Date Called: Z F - /° 1 /9 l f7 S• z o Special In ructio s: Date Wanted: a.m. w w / ! p.m. j 0 7-Z Requester: . U 7 4 ,,, Phone No: w W j = U I— Approved per applicable codes. 0 Corrections required prior to approval. z COMMENTS: ii Z Z ( is 2 z/0 5 - x a?4 4i, � ) Q ta kat 9.4.4 120 V I, ,.) yzt d he "L: ,A 4' 4( J ‘ • 7 c {:„.. S (.64 b e-14 t, -'-- . 1, b4 j - & 1/‘_ 44 r` i • - A /Q. -- ' "�.T C v ,y I ;III u? ak; 4 Inspector: 6 Dat } I t_ 1�rt : gbA .5'-' i 4,44r, 0 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ','.,, .t . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "•4 .' ; 'I zt { Receipt No.: Date: : ; `' , X , 1 -- . . • •al . .• 1 • I : e . • u.1 ce 2 I 6 = ...1 0 LATERAL,STRUCTURAL COMPUTATIONS 0 o u) 0 u) LIJ Ill I FOR THE Fa S ye u) u_ 1 u j 0 2 CLIENT: Fo sTE R. u. < CITY OF TUMILA Na I-• U. i . _...._...................... ApPR DYED z 1._ 1- o JU L 2 9 2002 UJ Lii 2 m • PASIS FOR DESIGN; ite'LL ' l E k D 0 0 c o 0 •—• -- BUILDING DWI '0 0 H . , U.I uj X , . CODE: UNIFORM BUILDING CODE 1997 EDITION t- P RECEIVED g WIND: .1 MPII3XPOSURE "B" CITY OF TUKWILA Z to SEISMIC: ZONE ZEr al 0 ROOF SNOW: 25 PSF 1= ±- 0 1-- ," * s. - '; 2fri? z PERMIT CENTER 1 . INDEX T9 COMPUTATIONS- % • GENERAL . 01 LATERAL , L 1 L .-- Is , • .. . , . . . . . . ,_7,..--'''..---'------------' , rt,1• ::4,, ,,, . . , , , A.. THE THE UAL NG ER IS i. 111 Eaj STRCTR EINE ' . NOT RESPONSIBLE FOR THE SITE . 15Y,51W! OR SOILS CONDITIONS. " 4f,o4NA a . 1 c. , FOR SEISMIC * WIND FORCES ONLY • 1 ,''eArfArl , • • . Lk , t ,. ' . • ' , �I ..- _ - . ■ J • L _r _ , - __r . ... • ,- shear walls in x-x direction upper floor quake check overturning lateralholdown at each end . - .. 1 GEOSPECTRUM CONSULTANTS INC. 4' c--7-; ,1c ca►/ Er- rir crr74"/ Eart/ Scier�ccs z • FIDE COPY CITY o 7liI,WIU4 that the Plan Check annr^«..i . -,r.•. APPROVED w Au gust 7, 2000 t understand th ft '.. - ' . . 0 JUL J �! 2 9 �ei�2 0 o ( / W W +LDcNG D!Vlh?ON -� t- Mr. Tom Foster w ■ o 1 1 Foster August 7, 2000 SCOPE OF WORK Our geotechnical evaluation included site reconnaissance, subsurface explorations, engineering evaluations, client consultation, and the preparation of this report. Our • work scope specifically did not include any environmental sampling, testing or z evaluations. The scope of our work included the following specific tasks: • F z re w o Reviewed published geologic mapping and the Seattle Environmentally 6 D Critical Areas folios and the Seattle Landslide Study map folio regarding J o conditions in the site vicinity. co w : • J F o Performed a site reconnaissance to observe general conditions on the . CO o site. w � o Observed the excavation of fo test pits at the site excavated with a tractor - mounted backhoe provided by you. Approximate locations of the = w •, test pits are shown on Figure 2 and logs of the test pits are included in z F Appendix A. I-- o IA o Performed geotechnical engineering evaluations of the observed site . D o conditions including a qualitative evaluation of site stability and o co developed geotechnical recommendations for site development including w w design and construction of proposed residence foundations. F o " z o Prepared this geotechnical report summarizing our findings and u i N recommendations for the proposed residence foundations, general site 1 i 0 grading, site drainage and erosion control. Z OBSERVED SITE CONDITIONS The subject property is located along the west side of 47 Avenue South and the south side of South Ryan Way (see Figure 2). The site is currently undeveloped and situated . on a moderately steep to gently sloped northwest- southeast running natural ridge. The property has apparently been used for many years as site for disposal of trash, appliances and cars. We observed several car bodies, tanks and appliances as well as metal and wood debris, particularly in the northern and eastern site areas. rxivN Based on the topographic map provided and our own observations, the onsite slopes , " are only moderately steep to gentle. The referenced map indicates gradients rangingen from about 7% to 27% as shown on Figure 2. Maximum elevation difference across 4 .. ,t the site is indicated to be about 30 feet from the southwest corner to the high point of '° , r .., • the ridge. �, �'ty : c4,, , ',' , Project No. 00- 125 -01n; < Page 2 t ITO ' r.t"R..:..F'.+ , ..,., .r...i.a,. ....as rmv,ewew.aw.a *sc+...vwroo. .... .. ..7......_: .,w. . ::.. ... :..........W............ ,. ... . ... ... _... _... ..,.., ..... ,., .. .,......., :,•...,+.wn. • Foster August 7, 2000 The site was well vegetated with blackberries, grass, ivy, vine maple and ferns and also includes alder saplings up to about 12 inches, occasional cedar saplings to 6 inches and occasional maples up to 24 inches in diameter. I No ground cracks were observed on the property during our reconnaissance. We also z did not observe any obvious slide scars or other indications of instability during our . _ .F. z . reconnaissance. w IX 6 m . JU 0 O '. ■ - ( Foster August 7, 2000 SITE EVALUATION General Review of published geologic mapping of the site vicinity (see Figure 1) indicates that z subsurface soils at the site are generally glacial till soils (Qt) except at the southwest . 1 corner of the property where an outcrop of sedimentary bedrock (Td) is indicated to be cc { exposed along the south side of the ridge and extending west of the property. The D glacial till soils are Vashon till which are described as a compact mixture of silt, sand, v o gravel and clay which were deposited during the advance of the Vashon Glaciation % W ending about 13,000 to 15,000 years ago. The natural glacial till soils have all been ID x glacially consolidated under thousands of feet of glacial ice and the un- weathered co u _ glacial till soils are considered stable and very suitable for structure support. The 2 sedimentary bedrock is described as including conglomerate, sandstone, siltstone and g a shale of middle Eocene age (about 44 to 52 million years old). N D = d w The natural subsoils observed in our explorations were generally silty fine sand with Z i some sandy silt deposits which are consistent with the glacial till unit description and z o therefore in our opinion the natural site soils are most likely glacial till. The sandstone LLI 11.1 material encountered in Test Pit 1 at the southwest corner of the property is also D 0 consistent with the mapped sedimentary bedrock outcrop. o Foster ' August 7, 2000 bedrock, it is our opinion that the risk of deep seated slope failure is very low. Considering the moderate to steep gradients at the southwest corner of the property and the very steep cut slopes along 47 Avenue South it is our opinion that there is a moderate risk for future shallow slope failures in these areas but the remainder of the property with only moderate to gentle slope gradients has low risk of slope failures. However, with any development i a s o e area z y in I p ar there is always some risk of possible cc w damage to your property or neighboring properties due to slope instability. You must 6 understand and accept that there is risk involved with construction on or near a slope o o o • and you must be willing to accept the risk of future instability which may result in co W • damage to your property or neighboring property. o The nature of possible future failures (on the steep southwest slope) is expected to be predominantly shallow slides. Slope failures are most likely to occur during very heavy rainfall periods and /or during strong ground shaking from moderate to large earthquake co events. = W In our opinion the construction of residences at the proposed locations should not have z o any long -term adverse effects on the slope stability provided that our recommendations w w are followed. o 0 co o i- w Seismic Hazards x 0 o The Puget Sound region is a seismically active area. About 14 moderate to large ui u) earthquakes (M5 to M7 +) have occurred in the Puget Sound and northwestern Cascades region since 1872 (128 years) and therefore it is likely that the residence will experience significant earthquake ground shaking during its useful life. For the • purpose of seismic design we recommend that a seismic event with a recurrence interval of at least 100 years be used with a corresponding ground motion horizontal peak acceleration of at least 0.2 g. You should also consider that the Uniform Building Code (UBC) requires consideration of a ground acceleration level with an average return period of about 475 years. Based on our analyses of historic recorded seismic events, an average ground motion for the Puget Sound Region with a return period of • 475 years corresponds to a peak ground acceleration of about 0.24g. • Secondary seismic hazards due to earthquake ground shaking include liquefaction, induced slope deformations or slope failure. Liquefaction is a phenomenon in which ` typically loose or medium dense sands below the water table temporarily lose strength p O during earthquake shaking due to densification and lack of drainage. Considering the °> general lack of ground water encountered in our explorations and the dense /hard nature of the recommended bearing soils, it is our opinion that the potential for damage due to liquefaction is low to nil. Considering the steep southwest slope gradients it is ' '` � ;� %��' ; spa. our opinion that the potential for induced shallow slope displacements or shallow slope failures of loose surfical soils in the southwest slope area during strong earthquake P 9 g q AWN m ki Project No. 00- 125 -01 Page 5 '!►;. {4 • ya"^.tl'}0.1tiYMl77W°'4g+*nroxmv ens«....,,.., r.-,...-....,.,...,. .,.,.....v...::.<....,,...,.... .. _ ..... .:...... -.... :. ....... ...... .. .. ... • _, , Foster August 7, 2000 shaking is moderate but the underlying very dense /hard materials are expected to be stable. Erosion Hazard z i, Onsite materials are expected to be moderately to highly erodible when exposed in cc 6 slope areas. No excavated material should be wasted on the slopes. Soil stockpiles 6 = and exposed slope areas should be covered during heavy rainfall and siltation fences o 8 or other detention devices should be provided as required to control the transport of N w eroded material. Surface drainage should be directed away from slopes and exposed � soil areas should be planted immediately with grass and deep rooted plants to help u) o reduce erosion potential. Slope areas beyond the proposed development limits should 2 be left undisturbed or re- planted. g ri D.a I RECOMMENDATIONS z 1- o zr The following subsections present our geotechnical recommendations for spread 11 ILJ footing foundations, retaining wall design, site grading, site drainage and erosion 8 0 control. Also included are recommendations for supplemental services, final plan 8 }- ` review and observations during construction. w w Iw H H- u. 0 Spread Footing Foundations N Conventional spread footings founded on undisturbed dense natural bearing soils z should provide good support for the proposed structures. Footings should be deepened as required to penetrate any existing fill soils and loose /medium dense natural soils. Dense /hard natural bearing soils are expected to be about 3 feet below the natural surface. Footings should be at least 18 inches wide and should be founded at least 18 inches below the lowest adjacent final grade. All footings should be stepped as necessary to maintain a horizontal bearing surface and should be deepened as required to provide a horizontal setback of at least two footing widths from the sloping bearing soil surface at the downhill side. Square footings and continuous footings adjacent to the very steep cut slope along 47 Avenue South and the existing rocks property rY at the southeast corner of the P P ert Y should be set back of at least two footing widths from a 1.5:1 (h:v) projection from the toe of the slope '! ; or rockery to the bearing soil surface. Footings should also be setback beyond a 1:1 • ; ..,„ 1 (h:v) projection from adjacent lower footings. Footing design may be based on a, {,. maximum allowable bearing pressure of 2000 psf for both square and continuous 1 ,:,, footings. ,4, �' • 0 ; :,.:471: , mak, vcws4:,,-. %,i,,,,.4,\.,):,,,,:t Project No. 00- 125 -01 Page 6 . Pro � . 1 Foster August 7, 2000 • Settlement of the structure is expected to be within tolerable limits for this type of construction. For example, the estimated settlement of a 18 inch wide continuous footing carrying a load of 2 kips /ft. is on the order of ' to % inch. Maximum differential settlement within the proposed structure is expected to be on the order of 1/4 inch. Settlements are expected to occur primarily during construction. _I- Resistance to lateral loads can be assumed to be provided by friction acting at the . '� 6 base of foundations and by passive earth pressure. A coefficient of friction of 0.4 may 6 be assume with the dead load forces in contact with on -site soils. An allowable static o o passive earth pressure of 250 psf per foot of depth may be used for the sides of u) W footings poured against undisturbed natural soils. The vertical and lateral bearing values indicated above are for the total dead load plus wo frequently applied live loads. For short duration dynamic loading caused by seismic or u. wind forces, the vertical bearing values may be increased by 50 percent and allowable • lateral passive pressures may be increased by 33 percent. W i-o Retaining Walls w V O Cantilevered retaining walls as referred to in this report are walls which yield or move o outward during and . after backfilling. Actual wall movements will depend on the wall w design and method of backfilling and can range from 0.1% to 0.3% of the wall height. S Design pressures for cantilevered walls given below assume that the top of the wall will o deflect at least 0.2% of the wall height. N F Static design of permanent cantilevered retaining walls which support a horizontal z surface of properly compacted clean free - draining granular material may be based on an equivalent fluid density of 40 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. • Static design of basement walls structurally braced against movement should be based on an equivalent fluid density of 65 pcf. This pressure assumes that the wall supports a ' horizontal backfill of properly compacted free - draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. + p` Seismic design of retaining walls should include a dynamic soil loading based on at least a 100 -year recurrence 0.2g design ground motion level. Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil o pressure at the top of the wall should be at least 17H (psf) for a 0.2 ground rho: acceleration and 20H (psf) for a (UBC) 0.24g ground acceleration, where H is the P P P 9 9 ,;�,�� z,, +.�. fr{ height of the wall above the footing base. The dynamic soil pressure should diminish 9 Project No. 00- 125 -01 Page 7 b : {..; .. .SSSSWWYYYYN''".v a. ::aii .' .. Foster ' August 7, 2000 linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. . Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line z drawn upward from the bottom of the wall. Backfill close to walls should be placed and . z ~ compacted with hand - operated equipment. Recommendations for placement and cL w compaction of structural fill are presented under "Site Grading ". 6 = . UO Design wall pressures given above assume no water pressure behind the walls. We co W • recommend that a drainage zone be provided behind all retaining walls and a adequate w i drain system be provided at the base of all retaining walls. As a minimum, the La o horizontal width of the drainage zone should be at least 2 feet or 1/2 the wall height, 2 whichever is less. Backfill within the drainage zone should be a clean sand /gravel ga =V H F- Site Grading LI z WN Site grading is expected to be limited primarily to excavation for foundations and r_ i p • reparation for slab and driveway areas as well as possible excavation of existing fill z soils or excavation for basements. , Site Preparation: Existing vegetation and debris should be stripped from the areas that are to be graded. During rough grading, excess soils should be hauled off site and no \ material should be placed on the slope. Soils containing more than 1% by weight of ' organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash should be removed from the site. . Subsoil conditions on the site may vary from those encountered in the test pits and therefore the soils engineer should observe the prepared areas prior to placement of any new fills. F Permanent Slope Design: All permanent fill slopes should be made no steeper than 7,:,. S : ii 2:1 (horizontal:vertical) and all permanent cut slopes should be made no steeper than !�i", .a. 1.5:1 (h:v). D Construction Excavations: Based on the conditions observed it is our opinion that � rz ir sloped temporary excavations 4 feet or less can be made vertically but that deeper 'hrK4.,'.etf `�>` P P rY Y P ...��!!� excavations should be no steeper than 1 :1 (horizontal :vertical) in fill and loose natural ``q Project No. 00- 125 -01 Page 8�'!.; >' ' ,f e„ pM.•kLnwt+.+fT:v.nAw W+•4o•y.e «rnM•'4 +yyain•..r vuao-w.oa4i " -..:. -... oo._ .. ...,...a.. •.... ,....„ ,. a., .v .. r , rr, ,H'V o , Foster ' August 7, 2000 . soils. Where there is not enough room for sloped excavations, shoring should be provided. It should be noted that the contractor is responsible for maintaining safe construction excavations. Structural Fill: Excavated onsite silty sand soils are generally considered suitable for Z structural fill (excluding the drainage zone behind retaining walls) subject to final , i I-- • approval during grading. If suitable onsite material is not available, approved, }� w imported granular fill should be used for structural fill. Vegetation, formwork and debris should be removed in accordance with the "site preparation" recommendations _J o p p o prior to placing fill or backfill. co W • J= '' Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose N o thickness and compacted to at least 90% of the maximum dry density as determined by 2 the ASTM D1557 -91 test method. LLa : . Imported granular fill should be clean, well- graded sand and gravel materials free of c.o.... W organic debris and deleterious material. Z ' Subqrade Preparation: Slabs -on -grade and pavements should be supported on zone w w of properly compacted structural fill. Existing fill and loose natural soils should be D o excavated to a depth of at least 24 inches below final subgrade and replaced with o N structural fill in subgrade areas. At least the top 6 inches of the subgrade structural fill w ~ should be compacted to 95 percent of the maximum dry density, as determined by the x 0 ASTM D1557 test method. Below a depth of 6 inches general structural fill compacted o • to 90 percent may be used. iii z U = Concrete slabs and pavements should have 2 -way reinforcement and should have z I • frequent construction joints to reduce the potential for cracking. If a floor covering is to be placed over an interior concrete slab the slab should be underlain by a capillary break consisting of at least 4 inches of crushed gravel or a polyethylene vapor barrier of at least 6 mil thickness. If a vapor barrier is used it should be covered with 2 inches of clean sand to reduce punctures and aid in concrete curing. . Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Where conduit underlies concrete pavement or slabs -on- grade, the backfill above the pipe should be placed and ! compacted in accordance with the recommendations for structural fill. If clean granular fill is used for trench backfill it should be capped with 6 inches of onsite silty soils in � t• non -paved areas. 1 1: 1? , .„ . r4.t.:- §�B , -,'`54 1 � ' ; , ,„ m taJ` ? J t Project No 00- 125 -01 Page 9 st Fi , 4.. . , aCrrr..r+.ran..rMw.x»Krnaf . xwa,a.. �,. xo » ..+..rn.,,. .-- ,.,......,..» - .^w+cW:aC;Y'+'k•r.,> ...+. .,. ..- . s .,,n,.. nr,+,rr..n , e..,a ,a «.o4 ...,. ,c. C *? t.:..a... .erw ;nxec4v., % r - 1 t _� - -- ._r • - •..∎ , .2 Foster ' August 7, 2000 CLOSURE This report was prepared for specific application to this project and for the exclusive use of Mr. Tom Foster and his representatives. The findings and conclusions of this report were prepared in accordance with the skill and care ordinarily exercised by local ' members of the geotechnical profession currently practicing under similar conditions. _ �: We make no other warranty, either express or implied. . ,b- w c Variations may exist in site conditions between those described in this report and 6 = 6 o '. actual conditions encountered during construction. Based on our experience, it is our u o • opinion that some variation in the continuity and depth of subsoil deposits and ground w I water levels should be anticipated due to natural deposition variations and previous u) o -- . . - ..•.w.. .- ... ., -.. ►. .Q \ \1 .. , \� .�i i 'w °.°.IB•'Y VY : rI . t. r r i � -." s -, • _Y a • • 1 : li�iii� _ \ , qft 1 51,1r j 7 ' `�l! i 7 i ., e ie d I ` .\ ` f.. r • , 1 li 1 \ / 4 l l man417: - ^ - ir s "k \,‘ I c k \ 1 ' : 6 Iwo. ., . d '\ ,\ • • 4--S-Qt • i 1- . -',.. `‘" - 4 ----\\:',' . 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' - o ; ` i , � J /i t =yam` ' .im } ' ' 1 •Q 1 r • O - • li.,o0.f„1.n ri\ ' ` ;� , .. . _ `O 1 ' ' . 1 • '; ' ,' , , i . 'a.•." '.•�,,* . , i ; j ' I. $ '"• ` • fit •' ,'-•- . (J., 1 r ` t \ ; +�..\ / t .:..}:, ` .>;+: r . =:� ; _• .,., ' , •'; S . i' 1• \ Td - i - .,; • !�� °} � ` : T _ \ 1 � .; S a: '� _ r " ,1; l . Z it'411. �� ,,.; '' �� ; P • • y „P'• ' \ , � Q Y g ; /' • , ' • • ' --. • _ \ rt• . W O • 1 : ./. ' i ' � . , " 7 - 1 F* hj i�'''l � 1 ( 1.4 ) "� `. 1 � �✓ 1" ''.C'.• ;1;1 y n__ I ,• r; • I 2 • - ::.\ ^ � � %? ` i , ' 1,•,1 `1 � � .' \ : r' , � a 6- ) •••• `l i • O \ \.R' , •\ : 11 � !. i, .. Q i QP i < • i�: ' • 7i r ' +r• �' I J:,! � . f . \ is us , . 'Y.... ...i...• L..: :••• " \ � \ \ .... • �., J � , � ,, ` �' '• Qa ` �. :e '`•,• .1 '1 j ' . Il7' .*•'/,' 1 ' I :1 $ `\ i' —a '� 1' o ig .� \� - •.% ; !' ' ( : i \� \ \ \�_ �� . \ 1 � \ . \\ o ` ` ` I�� T ` F�f1� ;k ti` .1 1.; : 1 ' \ . ` ,1 \ \.- s: ,\ 1. r -.• f n . . ,, a• i; r • i ,. N; Tt 1 s+ . • f •�� j y; m 1 l . i A',le,r.O7 t ` 1 7 ^, `` 1 ` Qa •`4S4, y ' ( .'�� Jf Y. .., t.. 4,' :25�� 'Jac. ' • • '�' !, , C LI ` \ . .. ; '." �'` ', \ \ �f i \ • -.:% • ` .'•am` l • ref: i .....4.4. , > = , Preliminary Geologic Map of Seattle " and Vicinty, Washington, by Waldron, �'' . t' s ti�rA�A� Liesch, Mullineaux and Crandell, USGS :1W.:7 • Map I -354 1962, scale: 1 =2640 ' i ik ;• ' . i. p t r, u':,' „wl: SITE VICINITY GEOLOGIC MAP; M1 !!,'Ot - .:F .: . Proposed Three Lot Short Plat ,;'' GEOSPECTRUM CONSULTANTS INC. 47th Avenue South and South Ryan Way �,•- ;,,•;.,,:,•• :.. Seattle, Washington Seat e • x �^ aoro " chn /ca/ EngMaorIng and Earth Sc /onao• % ,: G . Proj. No.00 -1251 Date 8/00 Figure 1 �_``:ra?='t Y e• ► T , S , RYAN WA q li , ,i ce ''? — —�—�._ _ Y R . ^! • • ' __ — -- - -. - _ I L Ex, DMYF�WAY I / e ' ,,,, � i ^ W 9/ _ -- ..-•-•• _- — I 1 . C 0 _ R I J••, / '• / YN pi %t* \ \l� \.I.•ir !• /. \ � - M . TP— 2 _ 1 yQ r Q •� ;I. : i iy;, swH /: \ 30' i;l ii 4 V 1 ` i = U O • 91— .� —i''r a''17 so' l9• 5j. CH wv- e9.7e/ �lr`\��1. (A O • i ', I d T • rid •9e— --- -1 - - --- - -_ (/ �` a ,' ' ; • v �� I V W = ■ _ _ I A 96 I \ 4 y :, _ I . : p xl &S; '' L I J F"' '9a O .Q. / IO. � t1 ` (n 1 M Pl)PLE - 9e \ \ • , Lit 6 i - � Ioo --_ • ` _ __ � � 1 IA . x�`" TP e e / � � �. 12* � " O 1 ` _ — ( 2) ., .,.,/ 6 as ct,iirL.E rte. � � _ ; i i I I 1 J ../C._, —1Y • / — � l A� PLE CL Io 7 I PL e . � e \ TEOLE , �1 — ; i hill I I i � W C C I$1 R 9 MA LE �TAPLE�_ -J Wv.DO,oy e I �\ ' i I `� I I I y I I . M APLE C , i \ g {-� _•o� Y I J Z (- "'' r- t \-1 ( 0 I I I I �� 1 Z O // n APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. Z re The test pits were approximately located using the approximate property corners as a 6D reference. Elevations at the test pits locations were estimated based on the o o topographic map provided combined with our own measurements. ° J • Test pits were advanced using a tractor - mounted backhoe. Soils were continuously �' o logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. :._ .. .. ... .,....a.,.: .,:..:.,: u..�•.�....u,t_........ ..,. _ ..e,...n...... ».w.- .....,..== S . .. .,...v ...... -a ( - 'J - - _ -_ ` _. I r . .lam/ .. F I TEST PIT NO. 1 Logged by JAD Date: 6/7 /00 Elevation: 89' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 _ SM Silty fine Sand s n ston f a loose moist brown 1 _ & auunuan roots to 1 to z medium < • 2 _ dense 15.2 I- w - J V U O 3 _ SM Sandstone, weathered dense/ co hard 8.2 w w • , 4_ -J 1.- -" Maximum depth 4 feet. w O 5 - No ground water encountered. La 6 - w — = w ■ ' ' ~ s ' 5 - Maximum depth 4 ft. 6 - No ground water encount . •., 1 , / 21 ".•'i,.4.: GEOSPECTRUM CONSULTANTS, IN C. Proposed Three Lot Short Plat < "? t' ' 47 Avenue South and South Ryan Way EMI , 4 1 EMI \!,. 6i;''..: 1:....,.,�9 Geotechnicai Engineering and Earth Sciences Seattle, Washington 5 Proj. No. 00 -125 Date 8/00 Figure A -1 ': gst% T✓ , - I TEST PIT NO. 3 _ . Logged by JAD Date: 6/7/00 Elevation:98' Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments SM Silty fine Sand loose moist dark bm FILL 1 — brown 13.2 z • OA & zZ 2 _ 1�e�ybm sneeIc 2 r�eaium J U 3 _ ense v 0 _ dense 16.2 w = 4 _I,_ ;; Maximum depth 4 feet. co 0 5 — No ground water encountered. 2 _ g u_¢ 6 co d _ = F- I 7 zF- — , Z O ul j 0 O TEST PIT NO.4 0 Logged by JAD u., L Date: 6/7/00 Elevation: 91' i- LL0 Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments iii Z N U— SM Silty fine Sand � � loose slighly dk brown H= 0 F- - w /roo s, to /z moist • brown 1 " to t0 13.5 z It brown m dense moist 2 — v e at e Bain 12.2 1 I 3 ' Maximum depth 3 ft. 4 — No ground water encountered. 5 I t 41 7 7 ti ,. GEOSPECTRUM CONSULTANTS, INC. Proposed Three Lot Short Plat , <; sg ' ` � 47` Avenue South and South Ryan Wa y .; ... 4 Geotechnical Engineering and Earth Sciences Seattle, Washington °'� ' . 4. ,w t',,r ni Proj. No. 00 -125 1 Date 8 /00 l Figure A -2 / \ & iis . , .. 1 -� -- w+ "4 4', kk'SP \ e City of Tuki,vila � l t l p, �' f f Steven M. Mullet, Mayor Q i rir, , + c . s "-4 W , `: , 4' ' . 2 : Department of Community Development Steve Lancaster Director , III*'' • ''o 1908 z , June 24 2002 • 11. } 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax 206 - 431 - 3665 .r1 :.. ■ • 6. y �1JILA, , w �_`• .a, ' t �, 's �'� Cl of Tukwila Steven M. Mullet, Mayor `..• ,,,..f...,..„ :'•_ : Department of Community Development Steve Lancaster, Director '' 1908 - -- Z ' June 24, 2002 ' I Z ► —mil - - \ I - i 'r ,, ■', ✓• - ° r ' s i1 ?i July 8, 2002 , _ ii— W c4 2 kr L, J U i Cit y of Tukwila RECEIVE u) o t CITY OF TUKWILA f Department of Community Development w I 63 Southcenter Blvd. Suite 100 JUL - 8 2002 u) I 17 0 il Tukwila, WA. 98188 w Attn. Don Nelson PERMIT CENTER 2 Q s � t , Re: Permit application D02 -168 AND D02 -169 = d ti _ '. zF- fi, . To Whom It May Concern: z i- w D A Please find attached corrections requested in your letter dated June 24, 2002 as co follows; ol— ii il 1. Revised discharge drainage plan on Site Plan —sheet 0, including both footing w w Cf drains and downspout systems. t• 0 b1 -0 1 2. Revised foundation plan showing 18" footing width and notes for footing depth, w _ sheet 1. H 1 . 0 . • z il If there are any additional questions, please call me at 206 - 244 -0122. Thank you for your attention to this application for the two permits. . : i I Sincerely, ' , Nr- 1 C. Thomas Foster 1 1 •; � • Ili It''1 : 1 + k I t k i 'i . , , ,, i 1 ! q ! ' Cih .� f ;f j t hi :i'.,q s :, 1, 5 I F, .. c. . .....,. ., 4 .. f Jf 4 n1 `. ,...• .,`1:L..Sa «f!>. ., ... .. i .. ,... .. .... ... .... \r. c7"iiii {,x„ 'w':hfq:a:o:T) ?v. gx'!I'., i'1r yew .:5<•Cr :n {`=.�•{i',ifil 1 , . • Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 ' BUILDING DIVISION REVIEW , _ s ~ w Date: June 20, 2002 ce 2 1) The submitted plans have been determined to be incomplete because the footing drains and the w u drainage discharge system are not fully detailed. Provide additional plan details to identify a crawl space or g a footing drain and a separate discharge system from the roof drains. Include elevations for the crawl space a . a. a and discharge system. The details should reflect any recommendations found in the site Geotechnical = a Report. The following construction options and code references may be considered in your design. Z ■ U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) w O uj ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl v o spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall -0 co i be of perforated, or open-jointed jointed approved drain tile or pipe not less than three (3) inches in diameter, and 0 E ( shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three i 0 uj j quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of F- F U- - four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. u" 0 ■ z ; ; ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or i gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete p 1 _ - • gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to Z ' a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make 1 the pump accessible for servicing. • ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. 2) The submitted foundation plan does not reflect the recommendations in the Geotechnical Report. , -.�,T. ,t , Re vise the foundation plans and details to reflect the report. Examples; (a) Include general notes for 'L t minimum footing depths and step footing requirements. (b) Show minimum 18 inch footing width. ' "' ',E1 IA , • • No further comments at this time. ...r«.{; i R7 0:71M44 r , 1 ipmEIN■una . - .-- _ - __r , - . -, . " mow • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 169 DATE: 06 - - PROJECT NAME: Ryan Way Short Plat — Lot 2 a SITE ADDRESS: 10719 47 AV S w ■ � t = -, 0.... 4 % �'••wgs''.I City of Tukwila -: o l► r 7 ,,i', Department of Community Development - Permit Center �( � V4 + j 1 0 - 6300 Southcenter Blvd, Suite 100 N \ i j,,< f2 - Tukwila, WA 98188 '.,,yR''•• .......... - ...." : (206)431 -3670 1908 • , I1. v j ` , REVISION= SUBMITTAL r 6 . J U % U O : 06/24/02 e: s :::: ', � . sima,,,= 4 ;,. ;:�.... . •. .. ... ..;...:.'.•�::.,...... - .. �.:.,.;..�+ .,..»ems+. .ter..., ..,,,..,,M......- .�.�,... ,,..... -.. ..,.,,.M...,.,- >., ,...,. ,•'—.. .,.,,w...x««..�. r v,m P�41!' 1 , • i- • k.rT "`r' : 1 • Res' ential Sewer Use Certific - on dil (To be completed for all new sewer connections, reconnections, or change of use of existing connections. . This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to £10.50 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 on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) -,• , Owner's Name f 4 (Z C , T o yy\a s F Ki County u t �, t ' : '� f � z • ( Last, First, Middle Initial) ` '�� *J� ' , " Z ti 3 ' " I Z Account ., . ! :,,.,ktP, ` . u" F Property Tax I.D. Number S" 7 68o -' X70 - (D2_ # : :f ,�y� - w Monthl Rate' - Ly s Property Legal Address: nn -- ra� Monthly '�:zr Subdivision Name ry errrtcks /kN.. Subdiv. # 22. "., - ' ,, ,:-.;; , ,-: t`,;, af4 n • '1 v U Six Month Due O r;= . >;..4 ; 3;r Lot # B lock # 1 e�„ ' ` i�+ tkti�tuf w Building Name �~, � ;�, y= M" w x (il applicable) •' , ; �± ,� � , ; . # 1— +$•�� t g LL Property ,•.•_ 1 S t reet Address /0 7�t!,1� � 7 / sol�+� � w 0 • City, State, Zip / 0,A t l c. (A1 i4 f / c ( t r ; - :i;; - : - � 5 Owner's Mailing J • ~ " ' n t .4,1;%-, c, ''` U Address 5o u o r $1 or - /0 ", ". �" 1 "=4, d GAG 1 ✓�1 M . } k::4 t• W above rent from Sect 44 le 0.5 A '• 7 O / fFr� 4 * .3 i " � » A f t Z 1 F— i I ‘.;''' ti Z;.a . . - w w ^ • Owner's Phone Number (206 ) '/ - o / "� ` 3: Z L I f it t Property Contact Phone Number ( ) , , �; ' 1 � ; , - . 4 ;. 0 Y .1 " w 1i : a I Party ' .� } Y :'r YU , . �_:; _• f .` � .O1 • "4``I .•' w w , to be Billed ,, :fit ' .fix - ` 2 (if different from owner) i < fd` ° . °i } + ' •,,s ? P,.5-14-PE--u..4 ''� i '� '' U ■ Party's Mailing ,,��.,' 0 }f�,., . - -- ,- O Address ' i v ,; ��;ri. a, r ,i w N (it different from r ' ,r °' • i above) U _ fix ' it * " ' ''' f � 4. _ ~ _ q� 0 City or Sewer District Tom' K� 1 L �' �'; ', - . � s. Date of Connection *i� 3 # D2OOO — 3'd a Side Sewer Permit ?'� `� ,`'' Lr "�,+. Demolition of pre- existing building? CI Yes No - •:,..;:.. ,, ; -- „; - :!: - .,- . ‘" - .;-;, , ;,,,-.. - ..:1:,‘..:': , ..,.. ° � `� ` ,d., " , ' -., • jj 'rfi f '..- 3 r Demolition Permit # jf 4 � -, ry4 µ Z` . � Residential Customer • Please check appropriate box: Equivalent (RCE) • vir Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 RECENED CITY OF 'CUKWit_A ❑ 3 -flex (0.8 RCE per unit) 2.4 . 'ar ❑ 4 -Flex (0.8 RCE per unit) 3.2 r t `'? i 7 :f i ❑ 5 or more (0.64 RCE per unit) PERMIT CENTER !!� 1(09 �`3+t -. • ' tic No of Units x 0,64 = f �.',,,k,, : {)' 4e'j, ' r ; ;. q , ❑ Mobile home space (1.0 RCE per space) • " • ` i n No. of Spaces x 1.0 = �r .„.. . _, For condominiums, please fill out Supplemental Form A in addition to this form. b1 ,•,,, I certify that the information given is correct. I understand that the capacity charge levied will be based on this information _; '-, and any deviation will require resubmission of corrected data for determination of a revised capacity charge. t -'' Y Q P Y e. 9 t , Signature of Owner /Representative / � ` �.., % i ' . Date - IS - 0 / 4i.:4,•?,),,,, !, Print Name of Owner /Representative a_ ` -r� ra ►rn s �o STS ` II __ t t ! -• 4 , 1057 (Rev. 2/00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer IMIK.',.;, - 'Wn:kF?egm?:nr•n.,...;•.w.:�: n:.. e...r,..r „�, ..._, ,...., ........ ... -.,.. ... ... .. .. .. ..,...,.,,- .+.,e- ,.ww.rct ,. ..... .... . . .. i t i - - '1.-47- - -'17 LAD/ of Tukwila • ' DEVELOPER'S PROJECT WARRANTY • REQUEST FORM ...:.:.::.:..::..: . SEC:77ON: I : . . to: be filled in b , .::. dev. .. authorized.: b Ct gta : >:: > : :::.:; .: : ::: ;::;::.:: ...:.:.::... :.:.:..,. :.. :.. ............................................... ................... , ...::..... NAME OF DEVELOPMENT: R762.,! -t (20..4./ 54,... 0,, / ? /.d Z/- /, 2 DATE: S/2 3/ DEVELOPMENT ADDRESS: /D ci 1 , 07491 .- f 7 /fie ,5 PERMIT NO,: 02 - / 6 I. CASH ASSIGNMENT NAME: C ----(-- 1,„ Q C k--o s't-l' .0 TEL. NOS 6 u Q/2 Z Z LL SHA BE REFUNDED :, a BY MAILING TO: ADDRESS: co c9 c t.4 Qe , p,� 61 vJ l0( A • t om - . Z (please print) W CITY/STATE2IP S ec�¢'-� ( 6.0 � j �� l�� - cc QQ 2 : • DESCRIPT1ON OF ITEMS TO BE COMPLETED PLANS/DOCUMENTS WHERE ITEMS A E DESCRIBED): WOg- -I. I ' 1 �, U_ cO OG i U UO S , 4 7 . -e $ .�v I 5 h C t„/ s -� Le, • - ��, ,.1. w = • 2 Series /has „�� e s g. O. � . des / . 014 'I x w o 1 G 1 u_ a As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of 3 c a $ �-� 000 ($150% of value to complete work described above) and attach supporting r F_ ur docu entation for value of work. I will have this work carried out and call for a final inspection by this date: f z I ( . / 0 / 03 ), or risk having the City use these funds to carry out the work with their own contractor or �. O in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out :£ Z F completion of the above deficiencies. I further agree to complete all work listed above to requesting inspection g D e prior eques nspecon and release of these funds. o 0 SIGNED: 0 to • O F • TITLE: w w ......... . • � ' I U IL O s w I FUND IS AUTHORIZED TO BE ACCEPTED. THIS U S T HO 0 CC U SE£TlIF2° tOti Z `c+am . efed..b ...G. star u° SIGNED: O DEPARTMENT HEAD: ~O H . AMOUNT: 0 Z co 2 96 _ . CASH =), CASH EQUIVALENT J*,& DEPOSITED THIS DATE: 6/23/03 • CITY RECEIPT NO. k Q3 _ Q�'3 6 RECEIVED BY: • _ • :::; .::;::. : ::: S C F[ ONF 3 (� b .•.,...• All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby i . • INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. , DEVELOPERS REPRESENTATIVE: DATE: f there or it and e v nd t work and found I have reviewed the above o a d • .: : : :E ro:::±le�cvmp . l . re :: ., . d X :.: �:.�:� a .:.1 :.:::.. a e e ed ':' .:..,:,.;.:. :, :.: • :.; . ” ' authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: • c , .... ...Q ;. XCM «« .. .a Nt rr vaSn.wafu• % ' + x :•TC » n twcc««[«w,oa . +w. . y . .vc.�xaw . vw»i . Y w . wr++�n c u� S ..wo.. w w�ooa \a VOX'.W .• �,00v.. ... . ,4, w4''' . : �. S. _b =:alp > Y. . s AMOUNT: . 5 i w k :;: coin teedb':' >er�< sfaff': > >� > < > .... s , .r. .. CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: el, CASH CITY CHECK NO. RELEASED BY , FINANCE DEPT. �' ■ • . �..�:.:� v, v �: . �..............,........... ... . ,......... .. .�, Upon completio through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall !i' •' '' send copies to - Developer send copies to - Developer t - Finance Department - Finance Department • - Permit Coordinator, DCD - Permit Coordinator, DCD i,,;l',<fw : 0W1190 ea . '�.�� ' M • " r:..rvY:air:.i; nik.r•. n:. i•.- 'n'r+.r.....i t'.. ..f ta.. -.... .. r:.... ......r.. ..., ...:lRl �kta .. ...• ..... .... .:..... .. .... .. ... ...... v .... .. . µ ., 'r.If• 7 ... r ■ • el 4 ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDO/YY4.. TM 06/06/2002 .,, :ODUCER (800) 362 - 5220 FAX (L.,)838 THIS CERTIFICATE IS i .,SUED AS A MATTER OF INFORMATION AA Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE '0 Box 6318 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. =ederal Way, WA 98063 )avi Wiita INSURERS AFFORDING COVERAGE SURED ROBERT K STOLZE INSURERA: American States Insurance Co. DBA: Stol Ze Construction INSURER B: PO BOX 2741 INSURER C: RENTON, WA 98056 INSURER D: Z I INSURER E: < • OVERAGES • .H Z THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING It iii I ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR LLLLJI MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH J 0 ,I POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 0 O SR POLICY EFFECTIVE POLICY EXPIRATION •R TYPE OF INSURANCE POLICY NUMBER DATE (MMIDDNY) DATE (MWDDNY) LIMITS 0 GENERAL LIABILITY 010E07455770 07/09/2002 07/09/2003 EACH OCCURRENCE $ 300,000 J i X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) _ S 200 , 000 i. - CLAIMS MADE © OCCUR MED EXP (Any one person) $ 10,000 W 0 PERSONAL & ADV INJURY S 300,000 2 GENERAL AGGREGATE 5 600,000 LL J i GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMP/OP AGG $ 600,000 LL Q ) 7 POLICY PRO- (�I = a IT JECT t t LOC AUTOMOBILE LIABILITY (r— W COMBINED SINGLE LIMIT I I ANY AUTO (Ea accident) $ Z I-- I ALL OWNED AUTOS I O I BODILY INJURY s Z I— I SCHEDULED AUTOS (Per person) W W I HIRED AUTOS BODILY INJURY $ V 0 NON•OWNED AUTOS (Per accident) I O- PROPERTY DAMAGE $ 0 F_ I (Per accident) W al i GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ I- V ANY AUTO OTHER THAN EA ACC S V- O AUTO ONLY: AGG $ 111 Z , EXCESS LIABILITY EACH OCCURRENCE $ C.) 1-_ 7 OCCUR n CLAIMS MADE AGGREGATE $ O I-- I $ Z DEDUCTIBLE REC EIVED S ' RETENTION $ CITY OF TUKWILA $ ' C STATU- WORKERS COMPENSATION AND ; � ; t � r, , r^ r� I TO LIMITS l I t- S ER ! EMPLOYERS' LIABILITY t. j f,t ' � j LUU E.L. EACH ACCIDENT S E.L. DISEASE - EA EMPLOYEE $ 1 PERMIT ` CENTER E.L. DISEASE - POLICY LIMIT 5 i OTHER ' • I )ESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS I i ii , •,,, ' CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: _ CANCELLATION .. ' '' f ;, s SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE : , gctt,e • EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL y F s I 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ) '� State of Washington , � r Dept . of Labor & Industries BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY . ....i .. f % f ; PO Box 44450 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. d�,' }w.,., Olympia, WA 98504 � AUTHORIZED REPRESENTATIVE � �� David Wiita/JPE ° � ° " ` �' 9 '-' V,�f���,itil:r ACORD 25 -S (7/97) ©ACORD CORPORATION 1988 'gc,eal l i 1 7 #f, .Niti k a , ya .a vcK MK1Omor hex @.n , .. ... _............... _.ca2ews .,.. o ,. .. . ,.. �.,..,. ,.. i . i.. .. ... . . , . . MMMIMMMMMMmMlb( t - _ . � - r , _J1 . • ; . . . . site plan legal description lot coverage cut fill analysis 14 PORTION OF THE S.E.1/4, Off= SEC. •3, TWN TWN. 23N ., RNG 4E., WM I ikl � Q KING COUNTY WASHINGTON sAtUfAI s L I. SEAR LINES SHALL BE � LAM) ID 1 i09 1 THE CRAPES AM) ELEYAl1UI1t5 9K►rll 'AN J s #• _ CEO- 1ECIrNC _REQUIREMENTS 111E ORAIrIGS NW SHALL NUI BE CHANGED UMW( all AI1'Ia,VAi - .. - - I - >- Ri1A= 91g.7f MATCH EXIST. GROi� "1Q ! FACE EX - 2 LOCA•ION OF 90E SEWERS 9iALL ONLY BE CHANGED AS RItRIWU Irlk•I' ! p? at ( ) HO!!SE e46ia 1. THE f 0 iLQ* ICAL REPORT PREPARED BY GEOSPECTRUM CONSUL ijiIS. ` I x CONSiRt/C110N UPON AU1M0(IIIAIION OF :►E CITY CONIRAi;ltft 91A11 :ati4 - . •,, =AlI$'>j'(S) NC EHTIILED - GEOIEar•CA: EvALUAIION". PROPOSED 3- LOT 9iORi PLAT. DOWER MR•EN EuA( I LOCAII<INS ARE DEIERNNED- EX. INV =>?.+. ' :IERIFv) I I t LEGEND SW CORNER 471H AIENLIE S R & SOUTH tAN var. SEATTLE, ww91I1NG1OH PROJECT 00- 125 -01 DATED AUGUST 7. 2000 AND SAWED By auks A. 3. UNLESS OiHERNSE APPROAD. Au. CONNECTION ;O ii r E>tIs11i41; Si w N ?.O.w 5 -; � SET REBAR & DOOUTILE. PRINCIPAL ENGINEER, SHALL GOVERN CONSiRIiON urn urn uC oN MAN wiN NT* le ES SHALL BE uoNE BY IIIE CITY of iUKwLA Ulf a • C ONTR OL CAP PROJECT AS IF FUL SET FORTH HEREIN ::NTRACIOR SHALL BE RESPONSIBLE FUR PIPE INSIALLA'•I Jii. INEIILit R . O . W " EXCAVAiION BACKF iLL AND PAVLMEN 1 RE S I ORA I ION. 11 • _ _ +NN o- EX. POWER POLE 2 A COPY Of 11f REPORT SMALL BE AVALABLE ON It STE Ai ALL TIMES 0 ` r "F� ~' S. ALL MI1iIiOLE$ W PUBLIC MLA OR EASEY(rlfS Slim IN � 3. A OED iEC+aNCAl ENGINEER R SHALL B u11UZC0 TO ASSURE 1MAf THE ADJUSiEG ?o FINAL A FTER FP PAVwC IS COMM_ If. IN A(.uftuAla t v+ 5S Q `�•� O i GUY P ROCKERY E X . G ANCHOR �t i.. C , ; 57:"-- ----- _ COMPACiION REOUIREMENiS AND ROCK WALL EIC. REQUIREMENTS ARE UEr. Vale PTV OF TUKWILJI'S SiANUAROS ANL SPECIIFICs HORS pi z • ----- EX. FIRE HYDRANT w EX WATER VALVE RANDOM f� 4, 6. IT SHALL BE 1HE CON IRAC IVR RESPONS18U rY 10 NSINtE II IA; HO p � � 35'x 10' BORE PI N FABRIC t>NFt ,CIS OCCUR BETWEEN SAM TARr SE 'MER LINES AND PR1JPISEU t>tt .�+ f- /5 41 N j , NOTE; 0 EX. CATCH BASI FOR POSSIBLE CONFLICTS SIURN LINES NMI? 10 CONSIRUCiION. COt11ACI Pk'J.[cI II1•WaIIt Z vi Lt f !- ' f, • ( iJ . - ------ ' A VERIFY HORIZONTAL AND VERTICAL LOCATIONS � � u - _______ EX W VALVE IN VAULT ? � , C R E S T O N S T. O F EXISTING UTILITIES PRIOR TO BORING. 1 - 4- PERF PPE 7. ALL PVC SEWER PIPE TO BE SUR 35 IN ACCOROAVCE >hl Hi AS11+ n VI c t A t 6- • { - - -- - - - • - - 1 2 " - T" WASH RO CK PIPE TO BE CLSU. \ EX. WA TER MAIN i 8 C I. SEINE PIP T ___ I . R .O. W. ~ I 0 • as r� 4 R w ; EX. DITCH 24- uIN 9 22" BORE CASING TO BE USLD AT OWNERS REG:ESI. , W =c Y \ n Ex. CB P.POIE � _• PROPOS P IPE TRENCH X- SECTION E 5 ` -�'_- _ RIM =8 3.23 Ex- CB PROPOSED SANITARY MANHOLE NT $ Q W *�= _ ,__ , - - --- _ INV =73 (18 ") , I RIM =98 -30 ∎J _``=_` 9.6 - 5 - . - EX. F. HYD. 1 INV =94 .56 OW, - , ___ t h 1 __ R1 PROPOSED WATER METER +' \ �• _ °______= s =__ - - -- -- - - - - -- ------------ - - - -,y �. � S ` - _ _ _ _--='''' Br,:esit _ 2't U1 CASW+ O ! • R y 18 CM SD �i.` .c, _ - _ _ "``\ 7 r /CROIJ r j ;,, {MINOR 'N -- _-- ____- _ ___ _ __� ------ - - - - -- i SSMH #2 � I 7 RT ER� q Y + � I STA: 0+ (It.. 1; 2' 1 A'Ai I . if S KIL 6uRE CASING I 'v A � ' . `I• , �', - 22" STEEL BORE CASING i ; RIM =96.O± (MATCH EXIST PAVING) - .. / ENU �Al�s - i1, , - INV =89.30 (S) IN _ I - GC P , v M7N y i iNV= 88.x,0 (NUT i. _ ,_ 113 ° E 2'00' LEVEL L ` �N 1�� - 7 c � =„ REMOVE Ex. DRIVEWAY CURBCUT I : TRENCH W/ PERF PI+�, TYP. / �� Vy.------7. 1� � 1 �- _ e h ` SAWCUT O NEAREST JOINT, REPLACE SSMH # 3 I ; , I ' ^ o �' w/ NEW CURB /GUTTER. SIDEWALK N STA: 1 +51.6, 12.45' RT. ! I _ ° + �'�= - 4. 'O. =_ PER CITY OF TUKWILA STANDARDS AC a ', - 4:T +c. +( {r 11fM; L'+ i `.�' N r - r r RIM =98.21 s � � ,Z t 1P P.POLE SPECIFICATIONS I C J + r l �.��' r> -__= FqQEs F MATCH EXIST. PAVING = rf�`� - f X 71 II PIs •_ 5 - I iR� -- INV= Qo,,�{ ) • II _ - cON _ -_- SE IN l I 11 _ PLAN VIEW OF ROOF TREATED 4 "x 4" HI -triK IlN2 C SIDEWALK -'__; �_ =___ 1NV�� 89 1 OUT l � I _ ___ - NIS GRADE. ADJUS IMLI! I N ' ;; i' �``` \`c �� I ' � ' S AWCUT AND RESTORE EX. DR, I � , ,<`, PAVING PER CITY OF ROOF DRAIN DISPERSION TRENCH ! ,' ' . SSMH #4 �`` •` j TUKWILA STANDARDS & BORE CASING DETAIL F" = STA:1 +78.88, 35' RT.., \` Ip WV (IN 'VAULT) i SPECIFICATIONS I APF a I +,� 10' .' NTS SALE : I" =1' 'II w C = _ L =1 811.1 =9E. MIN. -y. 6 40 i co _ r ` _ 2v . �3 ? lNV =90.36 \` ' ' Nra. ! rn ti 'n Z = _ - R =482 7 \� ,, I I ; , 3OLF 8" PV SS STUB 0 9'9$9irr . I N , p 3 Lj CLEARING V V =9O -26 NE Ii, c 0 C 2C LIMITS / / TT0T a \ D$ / JI\ ' j 1 I I HE END OF STUB w a , I .0 6 �� l / / 1- -- -- PROPOSED N \ i // C. ! C/S ( ! i \ a . � yt - , / j BUILDING f� r • I , i \ .:- F 7 '� I i. j .F=9 8- r ' 1 u \ I i -- ,, L OT 1 OF-96 r 5LF b b 'PVC SS goo , TA: 1+ 26' RT.], y 1 • r . 2-7J� M ;.l ! \ 0 C �� 8,6 2 sq .ft I . a -,v -94.61 I 0 of �, I _- j ! , j i w ° � tr •c:' / /7 - _L_ - I _�___ � � • i RELOCATE UTILITIES AS NEJiDEp. j ? ��+ w I m i: ' f- ` i 110i s j . N % / gQ _ __E _� COORDINATE W/ UTILITY I x ' -- - -- i ' COMPANY FOR NEW LOCA (IONS I I I I ! < ^ r\i\ 7 °26 '55 W I > ' - - 1 -.STA: +p7, , 26'' RT. , + NOTE: • , �� • -c,-) i { 119.99 i INV= 2;21, i c. - • ,,� (" - - „� l INSTALL 30' CONC. CULVERT 1 I $ ` + ' i ■ j STA:2 +20.4, ;24.2 RT. + (<1 • 1 I i -- -1 I z : ' � iNV= 1 Tit EACH DRI VE W AY. I j Il x i <71 t I I v' I 1 ■ REGRADE DITCH i I a_ m ,, m TOP �` \ \ I o � < 24LF- 4 "E'VC-SSS Oi 4T I I� AS NECESSARY I . -. I • o vi !i ®2 Miry. I I TO PROVIDE j j i a z W w 3:1 CUT \) I U% ,'': 1 j Q Z • >> 1 w I LOT 2 PROPOSED av I , 1 MIN. i' COVER.W/ RIP /RAP DITCH j { j I °E;(ISIING GROUND a ! . I g BUILDING ( ! j o I� I 7,198 SCI ft. GF =96 I -, I I ' " ^ STAi2 +50, 25'� RT. EACH END OF CULVERT j /� - _ - _ _ \ Q ? j w Q Q1 co I \ 1 I -- - INV 88.6E j - ; i ; a t 1 1 RO DRAI 1 o is ' . W 100 i I o I .` + I •. DISPERSION �--�- -'; �V _ , . � _., � + ~ I '4'� PERF PIPE ... ._ _ . _ • I 35'x 10' BORE PIT w • I TRENCH 1 �'., o i° �� j I IN V=95.2± ®�RA�ING • O I - DETAIL;' I : } L 1O P I ATE I SANTARY _ PROPOSED GRADING � I I I 1 ' ` _ - _ -- - • L.i.. °r. _ _ Ex. 12" D.I. WATER • i I � ` r - - TQP =sa 5 _ I • J � I SEWE EASEMEN / ! i L_ _ _ TOE= 92 .01 2 MIN. SSMH# 5 0 + 47 i I 1 ` j , \ N 8 / 61 LF 6 _'P NC SS5 ® W STA: 26'55 N �� - \ii STA:2 +69�, 35' RT. 6" PVC SIDE SEWER `� n- y # Tt1N� ( ' 1 ' I RIM =94:5± 22" S f DEL BORE CASING / 0 1 i 9. $4 �,'� � I � 8" S SiU6 (S. E.) CX� 18" sD- ::- r - - - -,r - - -- - vN, �\ I , i I I /IN =90.82 (8 " ) i 1 =91.71 Q ! Li tt \ '� roP = 93.0 I i I INV =90.99 (6 ") 0 I • - r 10E = 905 \� 1 ! I I 0 I SOLE 8 "PVC ©O.51 . • STA: 2 +73 25 RT. I - --_ -_L w tJ6� < 20' I ti( SEWER AT HO 1 � , I j INV 861± , , 36LF 8 "PVC ® 0599; I ___ -. i I --- � - --- 4 " PERF PIPF I 2 . B� L F 8 O. C L 50 0 1.05 I r - Z- I • j I I + ' ,INV= 86.1± ` - -�-- -_ S.;� DRIVEWAY TYP. I ! ' I i ' #3 �OZ ° 1 33 •49tr B,.F.Vv ® 1 " PROPOSED -_. AVERAGE , I I , i SSMH# 5 I INV =92.1± ®' CROSSING SSMH4 S I 3 I I ° BUILDING DRIVEwPY , I I t ; I I TA: 1 +78.88, 35.37' RT. STA :12 +51.6, 12.45 RT, ' �- 12- I(,; ' >" i + FF =96 I STA:2 +69.1, 35 RT. RIM =98.2# __._ SMII K1 i 1 1 - - --I GRA DE 12X t i i ' ' L T 3 GF = 92 ' _ L u ,; •� �,�- - 00 SAWCUT AND R E P LACE IN KIND I RIM =94.5f " ` RIM =96 MATCH EXIST. P AVING c T pt5p Sh1hl 2 _ d i 1 S. 86;-ft. L - R1- O j 4 1 < 1 ' j I 1 t i :. t { PER CITY OF TUKWILA j INV= (8) INV =90.36 (S IN ST A4-424+13#74 7.G4' R1 lNV=98 915 (SE) IN Q � RIM =96.7 ( MA I UI I 1 i- I I 8,7 8 s ft. ° 1; STANDARDS & SPECIFICATIONS INV =90.99 (6 ") INV =90.26 (NE) OUT I RIM =96.0± (MATCH EXIST PAVING) i q ' i (TYP. 3 PLACES) INV= 69 $ (N) OU i I j INV= >�B-G8 �S) IN �.30 E XIS I. GROUND) p 1 w Z ; // r` 2 " I STA : 3 +03, 7' RT. I f i 151.771- I , Nv biE3 749 (S)Cj'I ��� • I s { ► I INV =88-9& (N) OUT Q 'Q 9 I V // 1 IINV =84.0± I I i I i EX. INV =✓d8 9± fiVLITII 'T) ! PROPOSED SANITARY SEWER PROFILE i - _ __ � \ S � I 3%4 " WATER j ! „ Q • - �__ I M I I METER ` i HORIZ. SCALE. 1 =20' L - _ - - I (TYP. , 3 I ' ! I VERT. SCALE: 1" =5 j i < • ._ . .._.. .. ... - - ` - - - - - � r I I , P L ACES ) ` DATUM El.E6' ! 1 i T >,__ t 75 i I-- z ia- N 87 °2G 55" W � - t i r �L I _. O ':\ i „ I .4- 48.10 ; c•-• . •-•- ..• -_____4_,,,,,, „ . . S. 108TH ST. Roor RSU N - .... 0) V I CO CO 0 Cl F- C.) r f I 3 ' R /w ' ' I DISPERSION + so I rn TRENCH '! 1 I I 1 • -SEL DETAIL I I ■ W h w , l Z O �W P.POt ,,,: • 1 I *0 +00 •1 +oO 42 +UU _ ._ . _.. -• o a: a. I n -`- -._-- y"- --•-- • - - I i EX. 8 PIPE " STATIONS 0 C/L OF PIPE (TYP.) _ - I i IN 81.49 I j Call ` " NUT E: DALE Q1 /17 /U1 I before you JOB No. X517 -ov7 ' I • i t LI IIW I111 A I I 'I'Ux11. :i I I YISIIN SHALL UTI BE TIIE TY I CON UCA RAC IONS iOR 'S O IR E SPCNIIT.IJSIH 1! R I l Y Ill UI II IE R61 1E II IE ONLY. DWG NO. 1517 -7ENG j D j g • ,c ,_ , xAC IICL ANU HR IZON 1 Al LOCA NUN 01 Al I !+I'; 1114,, UNDER- I j op.. l A ONLY 1.000 _494_ lORESENIA I vER L10 AN IS ( ExIS IIIlC"U ^ UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO itESP NJSIIII II r TM UII LIIIES SHEET ' AVOID CU T IING UNDERGROUND NOT SHOWN OR U III.I TIES NOT SHOWN IN I i ,FIR i'I1+N'I R 1.11CA IION. UTILIIY LINES. ITS COSILY CALL. BEFORE YOU DIG I -HOT1 -474 '.';','' 2 OF 3 i • 11110 (:::) • ZONIIIF I isoCI .. . • • de e • � �..- ■-■. ,4 7.• r. �► �'. ..-. • . . «.. �! r- � /^ � ♦- ... . /''� /" /'� }� � ',� !'' �• „„,......,=„" E \ - Ir. y �A - . f ' ; 0 + ° ^� " � . tA r^, r 1 _ - •r /+ `..► r.- ` ..w \ `/ �/ • r . tir/ �/ `/ ' •�, } �. .• / ∎I �./ ✓ rm. \/ � rL / �.., /AAA `/ ` `l�/ `♦�L/ \ � ,I No. w.. \/ v `/ = fl: 3c •1�R _ x � ' a: � IT �� ,�r -•��,�� • y In,` ' C.:O .R V t•LJE 04rt N' LA. C.. i-i-C JLAZ N•tie • Y `I 6 -- `- v -. 3 vE T1OP. Sr STET 'NTR."��� "" � • :, -- A GE��P,C.9 • R -30 , Er TS, 1.. 1.. L,::'OrATV,:' :, O•.t'.C.0.4`.... SLIC.- A A ,;. LOGIC - '"ER SHALL 6E w+• t t CE _ ' TO .4,41 BAFFLES *1A!.'L9h7NCs M.e*4j" EX OR Suit'�lsa DOORS- N .EO'E� SPACE worm INSTALLS:: Pt A READ AGCExKdL= LOG= -T ?F1 'iE 'DER Cl r C 2690 Y : I s r 1' 65 5c =T. _' . ./ _ ' ACE A8a/E rV stT OI. "IGx t*,T /4.-..E O< 4:7: S••ALL BE CAPABLE OF CON' w,C•a OPERATION AIN�? r.G�E AN 2 BAFFLE= ARE - C EX - E'.:, b' ABc.E SAT NSL;"LT10N GE EtF__ °�Cv / 'e Y v NS A...T'.�1 'A' A`..r. -Tt-&A D.04.1.,_ A' ' '.''z 'Y '.€ FALL G r� #I .!i 3- BAFFLE= ARE 'C EXTE'.:. ABC vE S. .N -'.. - hv5PEC' a.. THE ',r"1ER SHALL 8F SET TC OPERATE THE :.. E 1`14•4>e_ " S �S E SIZE: �/t k.„,__ S•R�^:B:-� SOF'...ti -r, or"wccc SP AR" :..1-15 ARIL �+SuL.: C^. ,LAFER B.CARC /2-ND DR?ENTE: S - r[AND 8cA1� ARE STA IP ED r`IOU°iE /E\ : s_JTiprd 5! STEM FOR AMaya -ltr- aF E �•* •mss DUCTE^. 3 `' STET": 2690 5C =T X s 12,0301 BT;;i -I D- WALLS • R -`9 A.._ EX - ExP JRIE ExPCrxMzE -, L R wAL_ C.AviTIES. :NC_. ,'*G CAvr ES ALL DE IONS _ - u. 2 A .. GAS CQ C _ CO - 5 ' .ON APPLIANCES NA CiR T.-4E i*.TEuRA'EC '/£NTI' A' +DF. 5� e?E1M °a•I ?RA'£ ISG'LA'EC 0' JR'VG FRAMING MUST BE F L..EC ;tit"•+ CO"TPLIANGE J.1.40.4 - AOC SECTION 303.2 8 8" on; SITE F_01; r- EATING 7`' DTE- _ x UNDO PR�E55£D •`�SJLG -'D+: /E OR FORCED =RAF" �N ?mss TESTI`G C.r CT+-ER APPROVED MEANS DV IONS N OF - - FR _ w � � , - 3. +QL:.OW "f0. "C4 :NS'G_ I•.$ AND CC-IPLiA.NCE S;+ALL 8E "+.ACE AvA:.ABLE FOR T.E INSPECTOR r r ER CONTRACTOR ▪ - 4--- 3. FACED BATS ARC LAPPED ANC ARE 'C SE STAPLED 7 :-7 RADO'. NFOR - A' O": SHEETS SHALL SE °RC /IDEC E7 THE AT THE FRJA. INSPECT . DI y - -- - r. FACE CF 5 JOS . ACEC BATTS ARE LAPPED AND ARE E3�'LD_R NA 'N5PE•.T1Cs .0 J C � _ : -.� - F •- .JE bC S :5 ? 2 B'.+t + �--r . TC 9E FR c-101,4 = _ TH 4." '_ / 3 .:EE's S'.C.oLE.^. a. RECE55E✓ LG.-TS GCE C. RATED DOI�LE WALL CAN j K Tv T T' •.i 1 _ NOTE KING GOUN RECOr>rS HE INSTALLATION ,ON OF G C£N- r. FADE STUDS OR . AoCQ BARB ER .A'N' _ GR a411° -ICs.+ 5 TRALL` LOCATED -10! E "OUSE ExH.A.:8 FAN WITH A 1-1AX., .. - C RETARDERS: - v. PER RATE OF ' mAx "1A:' BE SUBS' TUTS✓ FOR : MIL SONE RATING OF 19 ANC- 52E0 ACCOR- , N* TO -ABLE 3 -: ANC _ i C .. ' /'SGLEET+. PRESORT °T F_ =ESC." IrE0..' " FOR .TER" - - =NT CC' 4ECTED 'N J C 1 E AAT'C CONTROL T.-ER THtS U. FLOOR F. X'E�C ' ICS FA- ulCC.i 1 c 4 :ti 'E =3E --''tD TUB SHOWER ' G4 •I „f ANC C.04 - Pt ' :R TECaRZA'E: =ORCED L R .T ;_A'' 5� S £rT5 =^•fc 7iDENGES FAG'LL 2'- '' E �E ' A 4 C 5'R'BUT> ! ►h AAND RE✓ /GE •*E PCSS'BL:' _ ` - i 1 • C. FLOORS • R - FQt;R STOR E5 OR _E55 CCMO_` -- v. A.:-•C 5£CT'ON 31"3 OF - 10 :5 L.A.0EN AIR BEING DRI /EN INTO '.SE o,.,., -Dm* WA -_. :- P",i _ ` v . OTC c /4 _ - • J 4- Jv^E _C SU' ::?N ,S SUPPOR - E'" B` LAT-- ,. NE AS iP C''CATE' SEL RES':.ENCES - ^ .E S:C:rE�' ?C C� WI CAv. - !E5 INTER _^ ,Q ' SHOt �^ BE HALF i4C+ -+ CE ILIti3�' M' `.i POLY OR =./A f - i. CQ N ,_A' . .. UNDER* TO OR B` C - -ER NON- comPRE55ING ""EA -N5 F_ )(TER OR 's_ - T'- SEC - I Or . 3:: S.-A__ 51:13J"1IT CALC.:LATI.'"•45 FCR ✓1E_ A•w ASOvE THE ' 1N15.EC FLOOR °E .SE: O'. S..p - F_OC • BE F_CL. - E5'E: PER SEC ON 30: '2 S STET' C- ARAC - ERS' CS 2. R -10 PER'rTER INSULATION UNDER CONCRETE SLAB N NC DEN °SELOw ANC CON '?.:S_` OP£R'ATEC 5 - STEr5 ' 4EATE0 SPACES SHALL COMPLY WITS- SEC':Oi. 3C: RES'✓ENCE "ORE T AN FOUR VEN S' ATE'" S=Z STOP' E S N HEIGHT SHALL 0.0 JIM- 5E0 ON 3.^ r- o s .,RE CONTROL MN. SIZE = 2690 SF. Y f:: /Cs. ;-»'. S.ae .:S' oC = !33 CF!• I. A'T'C ACCESS ANC CRALL SPACE .:'OCRS 1:-1 BL. =_ED A. SOURCE SPECIFIC VEN':LATICN Il a. RE".ENT MAX. SIZE = 2690 :,F X �' /G -IT SS X - C oC = 1�0 ' . WEA'a:ERSTRtoocC ANA , NSUL•:TE." - n v r. T r �. GT�'"'C /^ �`* ' . CRALL SPATE " HA. E 6 MIL SLACK vtSOJEEN GROJN% L Ex.-.AJS FAN REQ. R2Em1EN'S • O Z `NG ON_ RE QUIRE.: FOR 'N E.3R. =L- SY S S Or • 4C. �.�vER v a BG'•a5 _A:iNDR ES 4 °Ot:CER5--5C CR- • C?g • W.G 1.01 P�i.�R • • RcC RC 1 s ' 3. Ex'ER:CR DOORS AND WINDO.US ARE - C BE _A,:LKED. AND b. KITC -E'�5 ::. • C.: J a RANGE "C^.^S ANC D?11v LJEATHERSTR°pED CRAFT RANGES " SE R.= A , OCjF" - A C .ICs 4 RECESSED LIGHT FIXTURES TO L'"1iT AIR - EAKACs PE SOURCE SPEC =IC Ex. - rAuS' `/EN- P -ATIOW WS EC 50. - �. EXHAUST DUCT 10.. RE"" £NTS 5. ALL P-.1 £L£CTRICAL A'v ✓AC P£NETR L C"�5 'N e ME NSULA E C R - ,* Jr rC0^ - O^JED SPACES =_O CR= L A__S AND *FIL INGS ARE CAJ LKEL. AND 5E4-ED CONSTRUCTION b BE Eat.R>PE _ T4-4 A BAGCDR: - =T DAMPER T � PES ' E: r - T T c TER. ATE OUTSi:E THE B(, LDivG. 6 I LOCATION MIN. MANUFACTURE MODEL CEM -15WC &ON ELECTRICAL A _ OJ E . AND �: a+ 5W ITCH B. XE O'� d . COr. toL�' LATH TABLE 3 -3 KITC1 -IEN 100 C Xx , X XX i0 CR" EXTER CR WALL; *TJS' BE SEALED AT THE BACK OF THE POWDER Pal. be CFm Xxx Xxx 84 CFM: RECEPTACLE ' L) "T�' G FACE P ,. ATE GASKET. SG LE °LATE S CA+_"GE: OR GLJEC S�BFLOC+E B W.+CLE . kiSE VENTILATION R£G? IRE'MENT. OJTDOOR AIR LAUNDRY KM 150 CF+1 Xxx XXX 84 CFmi 8 GAULC'SEAL RIM JOISTS B£T:JEEti 57012E5. SWAL BE SUPPLIED T i A_ Y i.AB TABLE RCOOMF THRO..GH ri5T. BATH 80 CFI . XXX xxx 84 GPM 9. WHET; PcNETQATI01v5 NEED FiRESTpPING REVEAL AND THE FORCED �'R -- EGT•tNG 5 S E J51NG THE FOLLOWING UOB TYPE: NEW CONSTRUCTION DiSCJSS WITH YOUR 5.,,L0 NG DEPART*?ENT !NSF METHOD. OCCUPANCY: SINGLE FAMILY FURNACE ACE AN WATER - IEATiNG FUEL: GAS I. FRESH AR ,NLET D'JCT 51•+ALL COMPL` LOTH T HE FOLLOWING- HEATING SYSTEM SEPERATE ;::+ -IDLE ',OUSE EXI -iAUST •ENTi-LTiOiN 5Y5 - E"^ . , r. HEATING :UCTS - US' SE "NSvLATE: TO R -8. 2. IN UNHEATED AREAS 4 -C - AND COLD WATER 4.1OE5 ARE io. BE DJCTEC F Or THE EXTERIOR AND CONNECTED TC THE AFUE IS% TO BE INSULATED TC R -3. RETURN AIR STREA"- - FT. JPSTREAM OF THE FUR.. SLOUJER. LOCA';CN MANUFACTURE 1'1CDEL CFM 2. 6ONES 3. WATER HEATER STORAGE_ 'A'sK TC SE ..ABELEC AS c. BE INSULATE: 'C Rr WHEN LOCATED WITHIN HEATED AREAS. NSPF 635 LAUNDRY XXX Xxx 103 GR`1 14 MEET 'LIE 981 NAT ON.::_ APPLIANCE ENERG" d. BE PRC - ECTE0 FR THE ENTR'r OF INSECTS _EAvES AND GLAZING 12.1 % OF FLOOR AREA CONSER'/ATION ACT OTHER MATER:A_. U - ` /ALUE (oS - 4. WATER HEATER STORAGE "'AM( '1U5 BE PLACE ON e - NOT TO RECEi ✓E FRESH AIR FROM T HE FOLLOWIING AREA: T K;'N.s COUNT" SEE A __ : T T MEETS MIN CFM REQ.: E`" G C T• T R' F 2 GCN BETE FLOORS,. i. W' • HIN 'EN F EET OF AN APa IACE '✓ENT OUTLET UNLES., DOORS U -VALUE .40 � M ` TP '/ENT OUTLET 'S THREE FEET AvOE T H E F RE S H AIR INLET CEILING WITH ATTICS R -30 SUP v_NTI�AT CN S STEr 5. LA' ✓ATORIES TUBS AN S++OtiIERS ARE 'O HAVE FLOt� r�I i= RESTRICTORS TC LIMIT HOT WATER DISC,ARGE TC A t11H K ERE 'T WILL PICK. OF OBJECTIONABLE ODORS FUMES OR FLMABLE ✓A.CRZS CEILING vAULTED R - 30 INTERCsRATE� SYSTEM U SYSTEM FRESi -• 1 INTRC^.:C1 , E INTO RETURN - 3 3. A HAZARDOUS CR UNSANITARY LOCATION n r PER .. WOCDSTOVES .: A ROOM OR SPACE ++Av1NG FUEL BURNING APPLIANCES ABOVE GRADE WALLS R -I9 AIR - ZD UCT wl :1� r+CTORIZEC GA I. t1100D5TCvES ARE 'O HA ✓E "GHT FITTING GLASS OR 5. CLOSER THAN 'C' FRO'"' A VENT OPENING OF A P:,JMBING BELOW GRADE WALLS INT, R-i9 METAL :COBS. C tRE , ACC• E E FRESE vIRti- EKING 5 4.7 LEAS- BELOW GRADE W EXT R -10 - WOODSTC'vES ARE TO HAVE OUTSIDE COMBUSTION AIR 6 ATTICS. CRAw'L SPACE3 CR GARAGES D UCTED TO FIRES0x WITH ACCESSIBLE DAMPER FLOORS R -i9 }- '^"IN. 6 SG :N. NET FREE /E'v' AREA :. THE INLET DUCT SHALL BE E':U'PPEC J :'H i OF THE =CLL.:WING SLABS R- 10 FIREPLACES a. THE INLET DUCT SHALL BE EQU PPED :LIITH A - CTOR!ZED CAMPER CONNECTED TO THE AUTOMATIC ' ✓ENT!LATION Ill I. FIREPLACES ARE TC --AvE - GHTLY FITTING GLASS OR CONTROL TI'1ER, �\ I METAL DOCKS OR EG'Ui°PE:: WITH A FLUE DRAFT b, A FIXED DAMPER INSTALLED AND SET TC MEET MEASURED 11 \�-+ IVDUCT =AI - FLOW RATES AS SPECIF ;Ei: 'N TABLE == CR CAI( ( I ∎J., CI 1 ?. TIGHTL`" FITTING CLUE DAMPER WITH MANUAL OR C. AN AUTOMATIC FLOW REGULATICivG DEVICE WITH FIELD �R fl AUTL�MATIG CONTROLS MEASURED MINIMUM N£GAT'•VE PRESSURE OF 01 INCHES i 3.6 50. ,N. OUTSIDE COMBUST•C1. AIR DUCTED' TO THE WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT FIREBCx. IS CONNECTED TO THE RETURN AIR PLENUM. Bt. 2 9 VIZ ( �/ CD TABLE 3 -I � MINIMUM SOURCE SPECIFIC VENTILATION l� ILI CAPACITY REQUIREMENTS W Z BAT HROOMS ± KITCHENS Li..J I N I O f I E 7 INTERMITTENTLY OPERATING 50 CFM 100 CF1-1 O i CONTINUOUS OPERATION 20 CFM 25 GI=M 1 LI- TABLE 3 -2 VENTILATION RATES FOR ALL. GROUP R OCCUPANCIES FOUR STORIES AND LESS' GL A Z I N G C O M P L I A N C E IVED MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) Plan 02 -023 2x6 Vinyl FLOOR BEDROOMS NO LOACTION MODEL W H TYPE Uv AREA JA AREA, FT2 2 OR LESS 3 4 5 6 1 8 -- - - - -- MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX, MIN. MAX. MIN. MAX. MIN. MAX. 1 Family Room 2010 6.0 8.5 xO 0.40 41.4 166 LESS THAN 500 52 15 65 98 80 122 95 143 110 165 125 188 140 210 I Family Room 2050 5.0 5.0 XO 0.40 15.0 10.0 501 -1000 55 83 10 105 85 128 100 150 i8 113 130 195 145 218 I Bed 4 2050 40 50 XO 0.40 20.0 8.0 100! - 1500 60 90 15 113 90 135 105 158 120 180 135 203 150 225 I 'Had 5 2050 4.0 5.0 XO 0.40 10.0 8.0 1501 -20'00 65 98 80 IND 95 143 110 165 125 188 140 210 155 233 I Nook 2010 6.0 6.9 XO 0.40 41,4 166 8 16 2001 - 2500 10 105 83 128 100 150 115 113 130 195 145 21 240 2 Family 2030 30 50 FIX 036 30.0 10.8 2501 - 3000 15 la so 135 105 158 120 180 135 203 150 225 165 248 I Mst 2050 4.0 5.0 XO 0 20ID 8.0 i 3001 3500 80 120 95 143 110 165 125 188 140 210 155 233 110 255 I gad 2 2050 4.0 5.0 XO 0.40 20.0 8.0 3301 -4000 85 128 15 Imo 0 I15 113 130 195 145 218 1 60 240 115 263 4001 - 5 000 95 143 110 165 125 l88 140 210 155 233 110 255 185 218 1 Sad 3 2050 40 5.0 XO 0.40 20.0 8.0 5001 - 6000 105 158 120 180 135 203 150 225 165 248 180 210 195 293 2 Entry 2030 13 5.0 FIX 036 13.0 4.1 6001 -1000 115 h3 130 195 145 218 160 240 115 263 190 285 205 308 1 Entry 2030 6.0 3.0 FiX 036 18.0 65 1001 - 8000 125 188 140 210 155 233 110 255 185 218 100 300 215 323 1 Dining 2050 60 SID XO 0.40 300 12.0 8001 -9000 135 203 150 225 165 248 180 210 195 293 210 315 225 338 1 Kitchen 2050 4.0 35 XO 0.40 14.0 56 I GREATER 'WAN W00 145 218 160 240 15 263 190 285 205 308 220 330 235 353 2 Skylts 9130 20 2.0 SkyL. 05 8. 4 0 43 -" - 18 3248 128.6 . FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE TINE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL c or.YRit'H . T 200.: 15 CRT± PER BEDROOM, THE MAXIMUM CFM 19 EQUAL TO 15 TIMES THE MINIMUM. u Glazing Perntage Calculation Total Glazing 324E Brookes Design TABLE 3 -3 Percentage Glazing 2 12.1 CIT ROF E TUKWILA PRESCRIPTIVE EXHAUST DUCT SIZING Weighted Cl . Cal. ' Total Glazing 3248 - Pro Ott ■ fw+ Tuna u P *+ PU1 PLa w e.r, X r tI, 714 ry..rt ar 114100 ru►xw x 1 Loon+ rur.n Required U 0.1 PERMIT CENTFp PLAN 2610 AT ow oil aw ame NIT p1y7Trw PEST ILsexa e U Budget U 211.1 , Total" UA 1286 . 50 I 4INCI4 25 41NCH 10 3 Savings 82.5 nu NUMBER 02- 013- ECI -91EG 50 ' 5 INCH 90 g INCH 100 3 ' - ORAWEN BY ' So b INCH NO LIMIT 6 INCH NO LIMIT 3 - RBE 80 4 INCH (2) NA 4 INCH 20 3 t• 80 5 INCH 15 51NC:1-1 100 3 r -- _+____ 5.19-02 80 6 INCH 90 6 INCH NO LIMIT 3 Imo 5 INCH NA ID INCH 50 3 _ _ _ 100 6 INCH 45 45 6 INCH NO LIMIT 3 tNIS DRAWING IS COPTRIGI•1TED AND IS TO BE USED SOLELY Sheet FOR THE CONSTRUCTION OF THE tkOJECT PROJECT NO OTHER 125 6 INCH - 15 6 INCH NO LIMIT 3 USE co. TNIp DRAWN* SHALL BE PERMITTED tl1THOUT THE . WRITTEN CONSENT of BROOKES DESIGN INC- LLRITTEN I 25 1 INCH 10 1 MGN NO LIMIT 3 DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED D1MEN610N8. CONTRACTOR SHALL vERlf<Y ALL DIMtENSIONp, CONDIT10N6, ETC PERTAINING TO THE WORK BEFORE C 1 I . ROR EACH ADDITIONAL ELBOW SUBTRACT Im FEET PROM LENGTH. PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY . 2. FLEx DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. vNRIATIONB AWIN THE ANY !U IHN8 AND/OR SHALL TIONB SHOU►J ON THESE DRAIUNGb. ANT SUGN VARIATION SHALL DE RESOLvED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME °I' (Dal r (0 5 . . a 4 ■ i ' II 1 ..—. ,vrj Cr. Y3 - E M a r ..- r :L r .e i v 0 _ x -- x .t ,. 1 0 ..3 K .�, - i f ,_ ' T.TE FLOO 7015T : r. 1 ti P - Ix 12 --� PT. POST ,, .C. r i L _ - 0� g-rNrH L - - J 13, 04 B:.Irc ; � : ! 1 ., (2: •4 VERY. USE S . C _. P./Li. ,- (7TP) ABE 64 COST - sub r - -- 9 T- N S G L, AT, O A ' B:aE OR 5 "". I L _ _ _ - / - - - -- i 46' -0' (To - f i i / 1 , .; 0I 3 - 4 1 /2. k 6' -3" 6'-3" 9' -3' 16'-0' 4 ' - 3' 4 ' -1 I/S" I j f ^ , 4 LINE OF ¢ . . e Xi' 1 G:rNT'L ABv. , 1 a a� �I a ► a ,c * I .c• ,\'' C` 99 p I ' � S � !30) l' X14' SCREENED 'C'P N r;� �'sh �T LRAt (3- I _ - ' -31111 I I I I I I'' 1 ' qy t X !o`rA 6o 1-7-5 T 4 • I I �• y,�soc.Ip uRp,A1 II 1 ' ;': I 7 - G v, `ewe= �:+�` I l ='° „ ' 1 = Y c,�� 0.c. /14° • ill ( • .gym I I — I i � ' M g se . I 3/ /r C�� i. : 1 1 t I I f ; -._ #t t1/� llO / �: C . UEa + 111 I GR,4WI SP,4CE I w� '. r L A C b M.L BLACK 'VISQUEEN' VAPOR , 0 CL I : �# u - s �- (; ' 4• =O NT. 11 ,'0 I BARRIER OVER ENTIRE CRAWL SPACE. 16 TYP. oT ;� I��� — (j �� i 11 ��i� + � %!� • r N Q C'" MN. C UNDER BE OOR JOISTS. - - Ouk 2,p -/0 T ='II II I ` - -- � - - - -- — — — •.+ . SI i e" TYP. '�" PER F' P1 PE / r-- 1 8 . _ Ls "j ` 6" -look'. , _ _ // -9 1 /2" '1 5'-5' X 5' -6" 5' -111" �' -4 I/1" '-01/2" r ! J - _ — r — — — — — — — — — — — • r — — , r , r r -! —, r — I \ t f S ET A TO y a # ID- _ _ 4x10 _ _ , f � � O a Tuts SIDE OF ��0 I I FOl, N AT ION NOTES: I i— 24 24 24 2 FOUNDATION FOR 0 L _ L _ _ L _ _ _ . . em 2x6 WALL ABv. �r 9 i 2 I 0 ( I B • 6 MIL. 3LAGK EDGES VAPOR BARRIER OVER ENTIRE CRAWL ARE -. ,L- 24 "x24"x8° OVER LAP EDGES MIN 12" .4 I CONC. PAD w/ I B I * • SOLID BLOCKING OVER SUPPO;R 75. r+l (3. •4 BAR • 0 ! EA WAY (TYPJ ( CONC. ( :�1 A C� I I . ALL FTGS TO BEAR ON UNDISTURBED SOIL MIN 2 000 ibe. P3F. CO is - CON C. SLAB I 4' CONC. SLAB - w/ 6.x6 Mm WJUI"1• 3 • FOLNDATICN STEEL PER DETAIL, SEE CTL I SWEAR Si-EETS, AS REQ'D. o/ 6 MIL. YB. o/ 4" COMPACT FILL e • 4x6 POSTS TYPICAL AT ALL 6 :AM SPLICES . ff. Z SLOPE 4 TOWARDS OA. DOORS 0 6E1 4. . FOR .. ' I • AL BEAr'ib TO BE 4x10 DP. is J4LE55 NOTED OTi IRWlSE. r - - -, i r - - I - -1 4x10 - - r — 7 I ' ' ' :I I I 2 WALL ABv t2' MIN. CLEARANCE UN DER BEAM. -j-. L_ - --- - � - + 11F - — I I • FIN SUC MINIMUM CONCRETE MI (.0 I— L _Ib L _lei L _ L — �� i I - I 0 _ , I , is. 1 61 12' -3" H 9" • 6x6 POST ON A I ® FOOTING NOTES: T;3vW ►t�1 al z ,� I 30 "x30"(10" CONC. • .fl j SET i5 AJ9. I TO PAD w/ C4)'4 BAR • 9 LAl� C #� t TH SDE OF i • EA WAY USE SI,'iP80N I �D?4 O 6r = I - FpUNDATION FOR I H r 4x4 ON 12 "X12 "X 2" GONG. CD O A8E66 POST BASE '1 V 2x6 WALL ABV ^ I I L1a PAD JUL 2 9 %k32 O O Flo I 6�•- S r 4x4 ON I$°Xib "x10" CCNC. • <I I e., 6 I • I i(`. - DS f . _ _ — i�= SET A.B. FOR �6 S. I L J EACH WAY 4 BARS wl _; _ .-.-- i*: iii S ET A.B. A FOR - B -* I 2x4 WALL ABv. 2x4 WALL ADv. .r' r -- - \ I a .a �a - , I Q a I _— — '-- • D.S. I I 4x4 ON 24 "X24 "kit" CONC • N - - - iv - - 4 , , . 2 • 0 i - p O - P � ` � - - ` 0- - - - J H 1 Q }— I I PAD ( 3 ) BARS LINE OF v a S -- a s � C.+NT'L ABv. - \ ' r - - 65, CONTINUOUS CONTINUOUS FOOTING 4 L _ _ EACH WAY y 3' -1e 1/1" 6' -3" \ 1 i 8+- 4 - --F * 1 - . -f-+ I � 'r L - - - - ci � . O � �' ,r: '18 8 16"xS" PLINTH J L L J LINE OF SET ALS FOR w/ (2) •4 VERY- 5' -5„ 5 , 5„ I,_4„ D/51 4 CANT'L A 9v. D /SI A 2x4 WALL ABv. N Ci NIP E FULL HT. ; TYPJ / / X CRAWL SPACE VENTILATION T R # t _ / 3' -4" / 8' -3" 3 1 in 8' -3" 2' -I0 1/2" �( 1031 `vQ FT, AREA • t.3 SQ. FT. REQUIRED RECEIVED 22 - 24' - 190 CITY OF TUKWILA / 1 TYP. VENT 1 x .19 • SI SQ. FT. P'R VENT JUL - 8 2002 46 -0 1 VENTS REQUIRED 1 3 • 14.3 USE MIN. OF 15 VENTS PERMIT CENTER 1 rt)PN'RI(HT © 2103 l Brookes Design &OUNc4TION FLAN D 0 61 ) . 1. 1 Proi•c! (09 PLAN 2610 /4 - •0 FILE NUMBER _-.- en-an 3 CONTRACTOR TO VERIFY ALL EXISTING ANC FINISH CONDITIONS. CONTRACTOR 54.1 DRAWEN BY NOTIFY THE DESIGNER AND STRUCTURAL RBE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SE 14E MA'' MAKE PROPER pate �REvISIONS TO THE WORK. • 5 . IS - 02 THIS DRAWING lb COr't'RIGNTED AND 18 TO DE USED SOLELY Sheet FOR THE CONSTRUCTION OF THE BUESJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL DE PERMITTED WITHOUT THE WRITTEN CONSENT OF DROOKEB DESIGN 'NC. URITTEN p,MEN81ON8 SHALL 7 AKE PRECEDENCE OVER ALL. SCALED pIMEN810548. CONTRACTOR SHALL vERIFY ALL DIMENSIONS, CONDITIONS ETC PERTAINING TO THE UIORK !WORE PROCEEDING. THIS OFFICE 1'1U8T BE NOTIFIEC OF ANT VARIATIONS FROr1 THE DIMENSIONS AND /OR CONDITION') SHOWN CJN THESE DRAWINGS. ANY SUCH VARIATION SHALL DE RESOLVED DY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY I .OR COST TO RECTIFY SAME. e I/ • + • "• • • . r x bC . .F~ x: ? up 1 g J r� =6 LG C/1 v � - . .:. ��, -- (V M+JTC'S2 STRAP 7 i J .- ^ = PT 2x5 lST5 PER DETAIL K,& -i r. • 4, Or rI _, r w ' N V, _ -1 :At C.:NT RT+ . Y PLYUD PER SC44ED'JLE C r i L _ C _ A ALTERNATE: 'PLACEMENT _OCA'AN • l FOR MSTG52 PER — — DETAIL K/SI — EDGE NAIL .J `CF RIM led TN. • I 6" O.G. 4 2x8 PT. LEDGER w/ (IS) "I• X 14' SCREENED EDGE NAIL ■� 6 (4) ■16d • • ib _ CC. • • / RIM VENTS_ INSERT DL 0• TO KEEP VENT FREE 32 CLIPS • LAG SCREW • 32' OC. 32' OG. (I) 3/8`x4` LG GAS. • 3 OF INSULATION (2) 2x STUDS • IOLDOUNS - I B t —I ,— ST.-IG14R.1 w/ 138i 'bd NAILS t I I FILL ALL MOLES PER PLAN i e I 2x PT. SILL wi 111 I , s/8"• AB. • 32" C.C.. EDGE NAIL I , 0 N `��- T CRAWL SPADE GARAGE SLAB / • I ,, I � I I ■ ---�— — e--- — �► I y� I g ,G% PONS' WALL 1D T o ® �, 1 E il 1 1 IL 1 lk 2 sr, 0 nt �— — — e-- _. —.�-- $ ___ CD O L 1L 111 } 7 -- _ 10 - iL E me MAIN FL. FRAM'C NOTES: 2x8 P.T. LEDGER w; I V 16 v2" X 20 "FRAME -OUT FOR FURNACE (4) I6d • I6" 0G. • I I 11 1/8" TJ.I. (I) 3/8'x4` LG GAL. �I WARM -AIR DUCT, MECHANICAL CONTRACTOR • 190" CC. LAG SCREW • 32" O G. 'O VERIFY SIZE t LOCATION. 2 . I8 X 24 FRAME -OUT FOR CRAWL ACCESS. , _ L 1: " " CITY T ■1K1!tA EL 'g' • ALL FLOOR JOISTS TO SE H "VS" TJ.I. PRO 150 v ,v � • 1e2" C. UNLESS NOTED. : I2x8 . " o zSTS > ALL FLOOR JOIST TO BE BLOCKED V L 2 9 . • • • BEARING. iiiKIz. MAIN FLOOR I ��� I N SEE FNDN PLAN FOR BEAM SIZES. aa , ,., ALL POSTS TO SE 4 X 4 1•F 4 • 4X BEAMS, 4 X 6• BM. SPLICE ALL CAPS "0 BE AC44 AND ALL BASES TO BE A1344 1, u 4 AT ALL 4 X 4 POSTS, TYPICAL • USE (2) 2 x 6 I4= •2 COLUMNS AT ALL HEADERS AND USE (2) 2 )C 6 I-4F •2 COLUMNS AT ALL BEAMS, U.ON. CONTRACTOR TO VERIFY ALL BEAMS, STRA 4 SIaEARWALLS WITH STA"il°ED ENGINEERING I RECEIVED CITY OF TUKWILA Brookes Design PERMIT CENTER VP Propel FLAN 260 FILE NUMBER --. -- - -- 02 CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL DRAWEN BY NOTIFY THE DESIGNER AND STRUCTURAL RISE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SE HE MAY MAKE PROPER pat• REVISIONS TO THE WORK, 5 -15 -02 THIS DRAWING IS COPYRIGHTED AND 18 TO NE USED SOLELY' met FOR NE CONSTRUCTION OF THE SUEUECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL ISE PERMITTED WITHOUT THE WRITTEN CONSENT OF 5AOCKEB DESIGN NC_ WRITTEN D ISION8 SHALL TAKE PRECWENCE OVER ALL SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK EIEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT VARIATIONS FRICf"I THE DIMENSIONS AND /OR CONDITIONS SHORN � ON TAM( DRAWINGS. ANT SUCH vARIATION 6HALL DE RESOLVED DT THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIDILITY FOR COST TC RECTIFY SAME. :txD R o 7 r M , . . . I 0 , 1 0 = - x x Up .L �T CO 7 / - ACE POST J r- _ CAP rTTPI MAIN L OOR NOTES: , P.T. I • ALL 15: I H.HDRS. ""O •E 4x10 OP- n LI.DN. ilk4 - �- -2 i DECK 46.-0- f • •• 1E. TO BE 8 -4 :'° J • c L `O DLOG+C!Nrs ON/ER L.LL 5JPPORTS. • F�RE BLOCKING a' ALL PLUMBING PENETRATIONS. g i 5.4 CEDAR 24' - f b' - f 15' - ,/ •TOP OF WINDOWS • e•-O' OR 6 -4,' ABOVE BOOR LEVEL JND. 61 b -b" x 12' - f 5' -b° f / 2 -1• X b'-5" 6' f • .44._._ EXTERIOR WAL =S TO BE 2 x b • 16" OC, JON. I I LINE OF F/P ADv • SI•ROKE DETECTORS TC BE NOT WIRED W BATTERf B.0OP I I - 4 D ISCONNEG' SWFTD -i (FOR CII CCU!' PROTECTION ONLY) - SMOKE DETECT ° 'O BE AUDIBLE N ALL BE�DOMS. xO ALL CLOSET /STORAGE SPACE UNDER STAIRS 5wat_r; sE COARED V I © I ! © 1 V • YL 5/8' PE 'X' GLJB STRINGER SPLICIN G '5'10RE THEN o ti° �_ T _ 5 o 4 XO I � '� I M \ S6' CL. THEA1 TWO LA ER5 5/E' TYPE x' ARE REQ_D CN LID. BE 34"-343` AeOvE TREAD NOSING AND 1 5. 3 I/B "x°_'• GIB. 6; = iLS O DE 36 ABCvE FINISHED FLOOR. u N S TUB/SHU R ' 1 - • INS-ALL FIREPLACES: PER mAt4.SACTURER SPECFi :ATICKS. I • DOOR BETWEEN HIf6 G OE I GARAGE TG BE SOLID CORE to/SELF FAN Q I - CLOSIN ' TGHT FITTI' iCs DOCK p I - • • ALL WALLS, CE L 015, BEAM COLit'NS h T►E GARS S.+A,LD BE • �1 ® � � , i L ( PROVIDED IU 1 "H 5/S' TYPE 'X' G•'PBOARRD UIIEg THEY SUPPORT `� 0 O FRM AS ABOVE OR ARE IN CCIT•ION I FTH I.ivTNG RESIDENCE FAMILY • ALL SK .72 ° TO EE 1 k 4,1 X 6 A :. UN A U LM't►IATEC SAFETY GLASS. " r- II 7 + BED 4 Kf L/4 1 x 6 CURB, WITH THE MEP '41•E OF SKYLIGHTS !O BE LAMINATED I \ I / : CARPET • SAF>:TY GLASS t PFirJvIDED' %'. Gt^iED15 F MORE THIN 2' ABv. TIE Fi LEVEL CARPET 2 6 M •ALL INTERIOR BEAIH•u WALL TO BE 1 x 4 STUDS • lb" OG. UDx • 2x8 BLOCK _• 5I" FOR THERMOSTAT, 1.15. - • • VENT ALL FANS AND DRYERS TO THE OUTSIDE AS REGt'D • C '•c I +USE r2; 2 X 6 I f •2 GOLU'tN5 AT At..EADERS AND USE IR•AG- -? -_ 1 (2) 2 x 6 - '2 COL1.21NS aT ALL dEAr1S, UON. I s, / 1 0 . .9D iA • 1Et°PERED SAFETY GL A55 'J BE USED N ALL tlIp i5 AS FOLLOUEi: 13' - 10" 8' - 2" 5' - " I /X, , SCS VJ ;1 Z` \ 1 I WI O uS WINN S OF 5T A A A DI 5 i. 5 4 LESS TEN 60' ADOvE T5 AIRS I- 4 , 1 3' - 1/S" AND WINDOWS WITH .7 I". !2° OF 0085. SEISMIC STRAPS 1 k . ,AS `3�I{ 'Jld" R ® HOOT J1AT1:R'EATER PER 8 i NAECA, IF WATER +1 EATER IS PER UPC SI03 �.% I NONRIGID WATER COPNECTICN AND ■S OVER 4' M HEIGHT IT I ' iii i l 1 . 4, > I I SHOULD BE AND-O OR STRAPPED /13 IFEQD FOR 3E;5P11G B (T E - — 3 1/8 "x10 ITS" GL Ei. ' O n �o UJ L 1 i ' Z I O 1 r Ut 61 . + HEAT ELEMENTS TO B£ 18" ABOVE CONCRETE 5L-+B. e 4 • 1 i ' , �� s ' i t 2 CAR GARAGE a 3 OUTSIDE A;Q DUCT 26 GAUGE ' Q ' f T � � I k - I O RIZED WITH ALL JOINTS LI. - , WNF U .i 1 N . S C r OPT D...., 't 4 CONC. SLAB - SLOPE 3" 3" DC 7 SEALED TOP DMA WT'tO 8 I /2" DAMPER I/2• CONTROL A ifs . FT w,, -- -®— LOCATI• I O I 4" STEEL �0 3" DOWJ FR01`1 TOP PLATE - 8 1/S "x B I/1' SQUARE. • � TOWARDS ON. I BOTH 4 AND LOW COMBUSTION AIR DUCTS ARE REQ'D, W v H5. [�1 _ _ = B OLLARD DOORS IF Q'D 1 1 OC Q ' \ e LOCATE AT NEAREST EXTERIOR WALL AS RE 18' x 14• CRAW. SPACE ACCESS, TO DE EXT'ERJOR DOOR OR � / ' 0 4 I PR7v.DED WITH R 38 NSUL 4 SHOULD BE WEATHER STRIPPED + 1 0 V - • 51P 2• , - © POST PLYWOOD 1 w/ /2 4' WOOD 6 0 BP © _ - - - I FOR LIGHT IMPACT 1 0 O . 0 L' (4)2x PROTECTION (4)2x I ' " '� O T „ \ Tue AND SI�OUJER NOTES: r 5 1/8 "x1 In" G.L.B. 5 1 /8 "x10 I/2" GLIB. f 1 0' -m 1/1 3' - 1/2 - - - - - - — � CD • FIREBLOGK BETWEEN STUDS. - , ' IY BED 5 ' L IMIT 9HOl11ER FLOW TO 2b GPM GA � CARPET ."ten V m r - - r a SHALL ESE WA-E OF TO MIN. 10" ABOVE DRAIN e \ n I I I r Q • WALLS S INLET. ,; c i 4'-3" t '' I I POUER • ALL GLAZING INCLUDING WINDOWS WITNIM 10" OF DRAIN 3' -II" I 4' " `' I I I METER iNLET TO BE SAFETY cal. 4. 5 5 . XXX I [l 4 .I I I I a LL 5 /0" TYPE X" DION __ I 1 SPECIAL NOTES: �i f ; I HOUSE/GA COtrMION WALLS, - CEILINGS, F OS I d EAMS. 9 6 ° 4 °1 „ 0 _ I I I A FA A o C I 0 I • ANT CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS it 2 2 1 • • • - •,. �•c I • TO BE EXAMINE AND ALTERED A 5 RECCIFED PE CHANGE • ' I 13 A \ \ ' LINE OF FLOOR ABv — — - •ALL ANGLED WALLS TO HE 45' ANGLE, U.ON. 3 I /8 "xi2x2d' LG" GLB. L N _ - - LINE OF FLOOR ABV l' -0" b' -I0'• 1. -4" D/SI 4 D/S14 SQUARE FOOTAGE SUMMARY . / 13'_10,. 8 ,_ 2 „ / 3 '_ 4 ., / 8' -3 13 I „ 8 SQUARE FOOTAGES C ' '' r -3" / 2'_10 I/2" f c . , ,_`,) MAIN FLOOR • 1093 SQ. FT. 22'- 24'-0" UPPER FLOOR • 1551 S. FT. +� �ta'- / /' / TOTAL • 2690 SQ. FT. J�� 2 g GARAGE • 519 S. FT. F J � 46' -0' ---- A • SMEAR WALL SPECIFICATION SEE SHEET SI I _ RE C EI VED O TUKWILA I I /FYRIRIHT D :INC_ 0 Brookes Design • PERMIT CENrRR v Prood *LAN 2610 MA IN FLOOR FLAN - _ FILE NUMBER 02 -023 CONTRACTOR TO VERIFY ALL EXISTING AND 1/4":1'.0" FINISH CONDITIONS. CONTRACTOR SHA-„ DRAWN BY NOTIFY T1.IE DESIGNER AND STRUCTURAL RISE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SE HE MAY MAKE ff./ROPER Date REVISIONS TO THE WORK 5 -I9 -02 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY Sheet FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. P40 OTHER USE CF THIS DRAWING SHALL BE PeRRMITTED WITHOUT THE WRITTEN CONSENT CF BROOKES DESIGN INC- WRITTEN 3 DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SH<LL VERIFY ALL DIMENSIONS, CGNDITICNS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT VARIATIONS FRONT TI; DIMENSIONS AND /OR CONDITIONS SNOIIN ON THESE DRAWINGS. ANT SUCH VARIATION SHALL Se RESOLvID BY THIS OFFICE PRIOR TO PROCEEDING WITH THE Wore< OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. °DC) O i 6c1 v 4 • , I le , ii 0 0 E • =t P 2xi0 -STS _! f(�'' i , -A F e08T C (sP - ------ \ v : s i X. 2x10 P.T. LEDGER w- -� (4) I6d • 16` D; • (I) 3 /8'x4 GA_ K LAG SCREW • 32' 0.C. f O ® ,` a l sYl� 0 . . 1 ll 5 ' I �� � T. r � � � � so I H 1 i\ I . ; id li .. . 1 1 • • S ! -; ►i � � 1 0 0 I4S' � . , vrr • DDL I I ! ` I- TOP t SPLICE 'l n i I VC ,- ter. — �• I ^!_ _ V IN I J I Z 1 ` I 11 o C S '`'' • * i L 14 E . J J ji ffi a 0 (-> --, ..... .. _____ _ ____ .i. ..L,_1_ to _i Sl J3" 051. Ot rg LR- L I- • $1 M 1- LU in C0 11-1111 i) gn in �, � iL I ! 3 /4•xn 1/ . . . al at . 0 . a n° i I = j GON Tr�O RIM JOISTQ LJ UPPER FLOOR FRAMING NOTES ,� V.049' JO �� �e � b 81 ( � �C� fig :r » ' ® © D /$! I •40 0 • ALL FLOOR JOISTS TO BE 1! 1/8" T.),I, PRO B0 �I�`- • 12" 0.C. UNLESS NOTED. t;.i � Uv � II 1!8" TJ.I, e {F+3 • ALL FLOOR JOIST TO BE BLOCKEC - f 19 �" O C . ° • •REARING. � • SEE MAN FLOOR PLAN FOR BEAM SIZES UN.O. }�"_ 'r ■ • ALL POSTS TO BE 4 X 4 FP '2 • 4X BEA1S, 4 X 60 BM. SPLICE ALL CAPS TO BE AC44 AND ALL BASES "0 BE A844 AT ALL 4 X 4 POSTS, TYPICAL, • USE (2) 2 k 6 Wit '2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6. I-IF '2 COLUMNS AT rLL BEAMS, IION. RECEI C IT OF TUKWILA , lP\ RIGHT C 200: Xi Brookes Design PERMIT CENTER v P.o-t PLAN 2610 FILE NUMBER UPPER FLOOR FRAMING -- 02-023 CONTRACTOR TO VERIFY ALL EXISTING AND ND 1 it _ , _ 0 „ FINISH CONDITIONS. CONTRACTOR SHALL DRAWEN BY NOTIFY THE DESIGNER AND STRUCTURAL RBE ENGINEER OF ANY 0 ISCRE PANG I ES PRIOR TO CONSTRUCTION SE NE MAT MAKE PROPER Dote REVISIONS TO THE WORK D.!5.02 THIS DRAWING IS COPYRICsNTED AND 1 5 TO BE USED SOLELY 511 FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE a THIS DRAWING SHALL BE PERMITTED WITI4cur THE WRITTEN CONSENT OF BROOKES DESIGN INC_ klRITTEN 4 Di ENSIGNS SHALL TAKE PRECEDENCE OvER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS. ETC FERTANNG TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS S4401LN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLvID 8Y THIS OFFICE PRIOR TO PROCEEDING UATH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY 1 FOR COST TO RECTIFY SAME. 0 2- I (if, 1 , o x 3 b x • '� p - + (n -t = Y 7t• -m• x EY -ti0 !n• , W -! in• <1; n' -tie !rs• i d' -! !n I �' -0• 0 i C .+. :r M J 1 N V, r 'r. ■ O ■ MiCr • c -±s ' RAI tr/ ~, i 1 2x2 PICKETS FII: .= - L. • •• C'G DECK UPPER FLOOR NOTES B 5/4 CEDAR 0 • b' -2" 5' -8 I/2' • f' -3 1/2' 2' -0 4' - 10' 2' -0' 2'- 0'2' -9 /2 6 ' -1" 5' -10" 6' -3 1/2' , r } ' 1 1 • ALL 15 4 I -+DRS. TO BE 4x1■ F. •2 VAN. I I • SOLID SL.00KING O'✓ER ALL 5+J O » FIRE BLOCKING AT ALL PLIj"sBING °EN£TRA - IONS. °1° B J • . b 6 5Gb TSG • n 3 o Flx t IM: 3 I 4 C xO 4 • TOP OF WINDC :ls r S' -0' OR 6' -10' ADO'vE FLOCK LEVEL ENO. 4e--4, - -- -- . - - . - - - -�, _ - - - - "ALL EXTER'OR WALLS TO BE x b • 16' GC., U.ON. I I I i I I I d \ • SMOKE DETEC'ORS TO BE HOT WIRED NI! ED BATTERY' SIGKUP I I I 4 DISCONNECT SUATCU (FOR CIFRCUIT PROTECTION O►NL", 32 ' TUB 5M1010E DE ECTOR5 TO SE AUDI BLE !N ALL BEDROOMS. v,, G F DIRECT VENT ACE 3fJ '. INSTALL W TALL PER M ACTUP S ,64•4/R ,64•4/R ! NOOK I SPEGIFICA 'IONS • ALL ' TYPE GE SPADE J . STAIRS S ING 1 BE C.OV£11 I WI 5/8/15' T�'PE 'x' x' GJUJ'3_ F STRINGER SPt:.M i5 MORE Tue., i ,C r TUB DECK 16• CC. THETN TWO CATERS OF 519' T"•'Ir X' ARE R£G! D ON '_ D. ■ ©1 D I, H.S. 1 �+ ` - N9. G I • HANDRAILS TO BE 34•-38' :ROVE TREAD NOSING AID I I m 6 MST BA --�- GUARDRA..5 - 0 BE 36" ABOVE FINISHED FLOOR L. ^,4 6) • INSTALL FIREPLACE(S' PER MAMFACTURER SPECI�ICATIONS. • 1 H.S. �' 5 -1!" 1 �KI - MST BED . a a_ • DOOR BETUEEN I4('.l5E 4 GARAGE TO TO BE 50.::.) CORE ev5ELF i O \ y GA � ET I `v CLOSING T . FITTING DOOR • !I 1 . » ALL WAL.LS. CE':NGS, BEM15 d1.D COL!XN5 M T+E Ca4RA t 5+K.LD SE T F, A P IIL. �1 � I .fl PRIG lDED WTW 5/8' TYPE 'x' G,'PBOARD WHERE THEY SUPPORT FR.Al1 A80vE OR ARE N COmrION WITHH LIVING RESIDENCE. I CARPET O ri I " LL 9 TLKoHTS TC !9E i X 4,1 X b JR 4 X 4 PITH LAF1lLATE SAffTY GLa55- I B A ' Q 1 2 X b �tRB. WITH TINE INNER °A* OF 51CYLKsHTS 'O BE LAMAVATED • I SA ETT GLA56 4 FRO 1DED UI/ SCRUMS F MIRE T►+aN C' ACV. TIE FL LEVEL u 5 • ALL NTERJOR BE ARMIG W4L TO BE 2 X 4 S1t • 16' OC.. LLO i KITG�EN .n • I 3.-2" g' -II Imo" I • 2x8 BLOCK _• S'' FOR THERr1 -AT. * N C o I I u 5 3 0 1 .' 11 g, I r • VENT ALL FANS AND DRYERS O THE Ci�T51DE A5 REQ'D. 9 ^ ► ' I t I Y Q �� • USE (1) 2 k b •F ^ COLUMNS AT ALL HEADERS AND USE i0 Y 1 14 (, O KD 66-,) 2 .• FLUE !2J 2 x 6 WF e2 COLt1MN5 AT G._L U.O.N. U.O. Z - i 0 ' • I • TEMPERED SAFETY GLASS To SE USED N ALL MOMS AS FOLLOWS • I I I INTER RID u8. O 5 0 IN GLAZED FRENCH DOORS, WDOLU5 AT TUBS OR SHINERS, `� i i —'� G . .. . \ UFOOILE tIT•N 5' CF STAIR LA►CNGS 4 LESS MEN b0' ABOVE STAIRS, r L 24 ,\ 7Q Ir — - /N 50 /TN - - � I I AND WINDOWS WITHIN 12" OF DocQS. .._1 �` I x I I I Z • ++ II }}.. • •4'• 1 0 aD I. 1 i I II I g 5' - 1/2" 2 5' -4" 0... i }"� I n yy y 0- I 22 "x30" ATTIC A-CE55, TC SE EXTERIOR DOOR OR IL '� I t R n 1 I I '� - I d 1 ) I d1 m O PROv1DED UATI4 R-3E Neut... i 5•JOULD BE WEATWER-5TRIPPED IL - _ II I ' � I RA. LOW p• TRY u5. I I _ : - . i . L_ J I I �p C 3PKT \ 54P 5eP o :f TUB AND S�OUJER NOTES: p 0 .; 54P . 4' -11 1/2'' I 1'-2 1/2" 5DC � � �� ;� 501 j ! I 4- ( A • FIREdLCCK BETWEEN STUDS o>r _ 1 r( '� r ; 3b" WALL • n� i / 6o BP I ` • LIMIT SI4OWER FLOW TO 2.5 G.P.M. V / LL / �� I 1,� �' �i O I • WALLS SHALL BE WATERPROOF TO MIN. 10" ABOVE DRAIN N tY I I eD I _ / i 1 ` 5D 5D • INLET. ALL GLAZING 'INCLUDING WINDOWS DINING 1 R-- I '] �• . i I BED 3 2 WINDOWS WITHIN ,0' OF DRAIN r 1 1 CARPET I I _ i I ^ / / , / \ �Ll EU INLET TO SE 7.�FETY GLASS. n - i I '- (U • . I /I CARPET I I--- i+► ` / / I t n V / I, ' %. II . 4 ' - 3" � BED 2 f;;, 3 r. / /; CARPET I < eP EC I AL NO TES: FURR r "''y ,'t , FURR ON LL ' CEIL'G L I, ,. i • 3)Ix b030Fl , ,,8v ••^. 1 CEIL'G d1 /3)2x I EL 'B' / /a I • ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAM5 E_ 'B' 2x4 WALL " '_ al / / 1 A I TO DE EXAttINED AND ALTERED AS REQUIRED PER GHANCrE w/ R-15 I I35mFIX B 13SoFIX ,' • ALL ANGLED WALLS TO BE 45 • ANGLE. U.O.N. INSUL. TS,G. , TS,G. 4 1 • • E ,-'� - - - - - , . (3)2x (3)2x 0 /� b XO I .� :rl. � COLUMN c n 4 XO I X • EL 'A','C' 2 U \ Q SWEAR WAL_ SPECIFICATION 2 :i EL 'A' Q 2 SEE SWEET 31 C' - -1 �" 4x10 ' \ \ 1 ' - — bxb POST v W o o — — - �)` a' } 1\i VWtUk _ cfit .Lel s 4 5 x0 Q 01'' h .10- 2 g x ,92 1 -0" 6' -10" 6' -0" 6' -0" 6 -0" 6'_0" �y,- a,Y4',c - , .. -1 / ` I -/ / / 13' -10" 8' -2" 12' -0" 12' -0" y-- 1 / f 46 -0" RECEIVED CITY OF TUKWILA t TvItll( HT 0 '0I2 fill Brookes Design PERMIT CENTER Project PLAN 2610 UPPER FLOOR PL AN - FILE NUMBED 02 -023 CONTRACTOR TO VERIFY ALL EXISTING AND 1/4 "s 1' -1 " FINISH CONDITIONS. CONTRACTOR SHALL. DRAWEN BY NOTIFY THE DESIGNER AND STRUCTURAL RBE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SE NE MAY MAKE PROPER Date REVISIONS TO THE WORK 5 -19 -02 TI-116 DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY Sheet MR THE CONSTRUCTION OF THE SUDJECT PROJECT. NO OTHER USE O• THIS DRAUNNG SHALL DE PE1R°11TTED WITHOUT THE WRITTEN CONSENT OP MACKE, DESIGN INC_ WRITTEN DIMENSIONS SWALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL vERIPY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE woRK DEPORRE PROCEEDING. Tuts OFFICE MUST SE NOTIFIED OF ANY VARIATIONS FR01"t THE DIMENSIONS AND /OR CONDITIONS SHOUN ON THESE DRAWINGS ANY SUCH VARIATION SI -IALL SE RESOLVED SY THIS OF1 PRIOR TO 'PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RES•ONSIBILITY 1 FOR COST TO RECTIFY SAME. " DO a i 14,,q 4 I R f ac C b-O x En .y _ 4) ^ max J y V1 - x v PI) " ^ L • NAIL 9►�EGTrl� TJ I� � - - v "� IF RAFTER . 6d • 6' OC. "'Wu S�+EGT►�N ; A ........ Hid•6` , 2.6 RAFTER TOE 1 N.:I ED INTO 2x8 of �� F AT vALLE`' y/ - - _ r - - (4! 16d —• EXISTING PLYWD 2x0 FLAT V.oL_EY NAILED TO E> STING PLYWOOD 4 `1E1 I W% (2) 16d•6`O.C. SIMPSON wf HURRICANE CLIP LL 6 0 OVERFRAMING VALLEY DETAIL E END CF ELL N T S p _ • --Russ ' TTPICA" D $. J =Mill - - •-- - - ' _— R 6 ,ATTIC VENTILATION CILCS, P 9 h DESCRIPTIO .• , • G 1102 SF 6 31 i J 1 C):: EACI4 L' AR FOOT OF RIDGE VENT EQUALS J25 SO FEET OF NET VENTILL+TiCN . • . E/1C 4 *40 NIXF WENT • (00X0 SO 5 .& .211 SF 1 a I , WIRE ME • / .05 ) SF.OF NET vENTILATION • Oil • ROOF VENTS • 300 ZX11TJ ■ 166: • (6) AF -50 • EAVE VENTS • A (SF) G ©' X , • IJ %i. ROOF VENTS (300X2X 05) 30 GE. TRUSS TO BE DESIGNED NOTE EVERT TREE SPACE AT EAVES TO BE '441541 USE • I • - - . G E. TRiJB$ TO BE DESIGNED BLOO�C EACH BLOCK TO NAVE (3)2' • NOLFS 'q FOR 18 "x24" GE. VENT OPENING 7 / RI. _ �\ FOR 18 "x24' GF. VENT OPENING WITM ' 4" WIRE MESw X _, kh... 1Z._ - � TI T RUSS CONSTRUCTION NOTES: [— 22 "x30 // A " L1CGE 0 / / TT I ` ACCES I I p • g / •ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES 514<.LL BE INSTALLED 4 BRACED TO 0 4. T MANUFACTURE SPECIFICATIONS. VP , , I SI • TRUSSES WILL NOT BE FIELD ALTERED WIT.4OUT PRIOR /, / BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALC5. • TYP. • DBL �� • ALL TRUSSES SHALL WAVE DESIGN DETAILS 4 DRAWINGS ON TOP !e SPLICE j'// % SITE FOR FRAMING INSPECTION. 1 N v .4 • ALL C R0ECTICNS OF RAFTERS, JACK OR HIP TRUSSES TO ii— W //� MAIN GIRDER TO BE PROVIDED BY TRL$5 MANUFACTURE. • SEALED CALCULATION SHALL BE SUBMITTED BY STAMPED t7 : ' / / ISY AN ENGINEER REGISTERED IN THE STLTE CF WASHINGTON- • ALL NON - BEARING WALLS SMALL BE W 'FR ELD AWA OM laze V J O BOTTOM CHORD WITH AN AI FASTENER TO INSURE 1 -' 4 ' '� � j i/ i O I NON- BEARING OF TRUSS ON WALL. O / N ' / ; � b • SPECIFIED APPROVED HANGERS MUST BE USED AT ALL • r / / . • , / rT71. \ • CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER, AS REQ'D. !' ROOF FRAMING NOTES. MOM 111.W2 GIRDER TRU - GIRDER TRL 0 III III O' NI • VENTED BLOCKING OVER SUPPORT`. (\v4 0 . END TRUSS C.E. TRU$5 • ROOF OVERNANC.S TO BE 12" G! f�} ?� ` 0 • ROOF PITCHES TO BE 5/12 UNA. 2 9 v.* ' T © • TRUSSES I RAFTERS SHALL BE • 24" OC. UNLESS .0- 51 ® OTHERWISE NOTED. _ T .` • AT ALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW ! �. -� ,, VALVE IS REQUIRED AT 2" ABOVE T-IE DRAIN FLOW -LINE ON .4 SEPARATE DRAIN LINE. • USE (2) 2 X 6 4-IF r2 COLUMNS AT ALL 4:EADERS AND USE 1 (2) 2 X 6 I '2 COLUMNS AT L. BEAMS, U.ON. • RECEIVE CITY OF TUKWILA l )PYRItiI1T Q ',x4- ROOF FR4 , PLAN ' PERMIT CENTER Brookes Design ,4,..1,-0,. - -- P'oioct PLAN 2610 FILE NUMBER 02 -023 CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHAL,. DRAWEN BY NOTIFY THE DESIGNER AND STRUCTURAL PRIM ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SE kE MAY MAKE PROPER Dote REVISIONS TO THE WORK. 5-19 -02 T14I6 DRAWIN G 16 COPYRIGNIED AND 16 TO BE USED SOLELY Sheet *OR TN! CONSTRUCTION OF Ti-if SUBJECT PROJECT. NO OTHER U6E OF TI-116 DRA4UNIG SMALL &E PERMITTED WITHOUT THE ' WRITTEN CONSENT OF &ROCKER. DESIGN INC- WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE OvtER ALL SCALED e 4 DIMENSIONS. CONTRACTOR 6IALL vERIFY ALL DR'EN61ON6, CONDITIONS, ETC PERTAIN -G TO THE WORK BEFORE pROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR COND'TION6 SHORN ON Twee! DRAW4406. ANY SUCH VARIATION SMALL BE RESOLVED BY THIS OFFICE 'smelt TO PROCEEDING WITI4 THE WORK OR CONTRACTOR SMALL ACCEPT FULL RESPON6146ILITY 1 FOR COOT TO RECTIFY SAME. DO Zoo' I 69 q . . I • I t 4 , i K • -. J �' cip _� �, = f 3 CO r_ i - E • ;••� , 'J Q `- J r T N {r, - 1 RAFTER 6" 0 •/� NE1 •�fAT►iMiG ,. - , C. •••••1 /� if lid • i' OC. /• 2.6 RAFTER TOE- : = :4 '• ,. HALED !NTC 2.4 - - - %���+��/ _L ' VALVE`" .,/ wr •• (4) i6d -• Ex !SING PLYWD 2x8 FLAT vALLE-�' NAILED TO Ex15TING PLYWOOD 4 "1EMBERS w/ (2) 1641 • b' 0.C. SI*�1PSON H1 HURRICANE CLIP b ® O VER�RA1INCs VALLEY DETAIL EA. END OF EA. ( 1 I O T 'BLISS (TYPICAL) D8. N.T.S. 1 � F- L ___iii■ii,___1_ . ATTIC VENTILATION CALCS. LL qn -J O ` Q n DESCRIPTION ARE A.tvE I •. • • Oi t102 Sf.l F311 3! a 2 r I� EACH LINEAR FOOT O< RIDGE VENT O EQUALS .125 SO FEET OF NET 'vNJTILATION n E. AF -30 Roo vw' • 00X50 561 IQ .7115F. • 144 EA. BIRD !BLOCK w/ (3) 2'o MOLES 4 1/4" WIRE rESH • .05 S.F. OF NET VENT CATION • ROOF '/ENTS • A (5F.) . A I— .- (300X2X.27) 166 (b) AF-Be • EAVE VENT5 • A (SF.) • A ' 41 IROOF VENTS - (300X2 X ?1•. ) 30 NOTE: EVERY TRES 5PACE AT EAVES TO 8E VENT n 2' • ,,,,,is a_ GE. TRUSS TO DE DESIGNED j - CONTINUOUS RIDGE vENT - It'd G E. TRUSS TO DE DESK D Cs WTH I/4• WIRE MESH IFOR IS "x24" GE. VENT ppIN FOR IS'S24" C.E. VENT OPENING \ / RIDGE I � \ / 1 / x \ 1 / X \T MUOUS - �, g * __ RIDGE TR TRUSS CONSTRt,1CT I ON NOTES: Ot 22'x30 W 22 "x 0 © ATTIC j'/ ATTIC e SI ACCPS / /� I ACCE • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL. TRUSSES SHALL SE INSTALLED I DGED TO f1 TOP f2 SPLICE TYP. • / 0 L H R.4 MANUFACTURS SPECIFICATIONS. v � C / ® • TRUSSES WILL NOT DE FIELD &TERED WITHOUT PRIOR BLDG. INLET DEPT. APPROVAL OR ENGINEERING GALLS. ' , � •ALL TRUSSES SHALL HAVE DESICCC� DETAILS • DRAWINGS CN // : SITE FOR FRAMING INSPECTION. ION. r' OL / ,� •ALL CO NECTION9 OF RAFTER JACK OR HIP TRUSSES TO T - ..,, - L // M AIN GIRDER TO DE PRCvOE BY TRU55 MMIUFAGTIJR j) • y j� •SEALED CALCULATION SHAL_ DE SUDMiTTED t^tP O /"� .1 „ / DY AN ENGINEER REGI•�TERED 1N T STATE OF DY STA WAS HINGTO►- £D v y f v / / 0 •ALL NON- DEARNG WALLS SHALL DE HELD AWAY FROP1 TRUSS tl (//4 = I 1 i E30TT01 1 HORD WITH AN APPROVED FASTENER TO INSURE -, E0 r'' . , � j a: NON•DEARING OF TRUSS ON W ALL. ',�,, -,,, ` D , �+!r , 1 // i �j •SPECIFIED APPROVED HANGERS MUST DE USED AT ALL �4i i , , ;, �' /� i OF RAFTERS. JACK OR HIP TRUSSES TO THE eMil a, /, / MAIN GIRDER, Q D. R CONNECTIONS I ' //, , DS. - , � � � ROOF FRA1"'1NC� NOTES: GP. TRUSS I GIRDER RL iv ' • I I A • VENTED BLOCKING OVER 51.IPPORTS. - --- _�_ -• -_ GS TO BE !: C�j Y .� GE. TRUSS ►d , T �" e - • OVERHANGS ROOF PITCHES TO DE 5/12 UN,O. '1�`;�'L SI • TRUSSES I RAFTERS SHALL BE • 24" O.C. UNLESS ,u1 . - I3' - 10" I2' - 0 OTHERWISE NOTED. : I ∎c,, 1' ',. f • AT ALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW rx' "- VALVE IS REQUIRED AT 2" ABOVE THE DRAIN FLOW - LINE ,^' ' ON A SEPARATE DRAIN L NE. ----4 P . . • USE (2) 2 X i EF •2 COLUP'NS AT ALL HEADERS AND USE (2) 2 x 6 kF 0 2 COLUMNS AT ALL DEAMS, U.ON. CITYOF TUKWILA ( OPYRItiNT © 20112 ROOF FRAM NG FL AN 1 5 ' Brookes Design PERMIT CENTER 1 /4 1 U = j I _O n P•oi•c( PLAN 2610 FILE NUIBER 02 - 023 DRAWEN BY RISE Date THIS DRAWING 15 cOPYRIGHTED AND IS TO BE USED SOLELY S FOR THE CONSTRUCTION OP THE SUBJECT PROJECT. NO OTHER Ut4 OP THIS DRAWING SHALL BE PERMITTQD WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC. WRITTEN & 5 DIMENSIONS SHALL TAKE PRE.;EDENCE OVER ALL SCALED DIMENSIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE UJOIEC BEFORE PROCEEDING. THIS OFFICE MUST DE NOTIFIED OF ANT vARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOIw ON THESE DRAWINGS. ANY RUCH vARIATION SHALL !!E RESOLvED Br THIS OFFICE solicit TO PROCEEDING WITH THE WOW OR CONTRACTOR SHALL ACCEPT PULL RE6PCNSIE1'ILITY FOR COST TO RECTIFY SAME. " DO Z i( • r . . a 0 , = = x vrC . ^ _ at L. rn _L -a_- ,I: J � . �:e VI _r r i O _ x 0 = .....-. M r "t r NAIL 'ytr✓iEATNING TO . /� — v 1 RAFTER .' 6d • 6' 0.C. �� G � NEB SHEATHING HlJ�s • y K i'd•6` =1_ AFTER TOE - 1 Ixb R ''''#• / _ NAILED INTO 2x8 C. , •%111� X41/ RAT vAL.LE`' +i/ "•". " (4) 16d , — EXISTING PLYtLJD 241 FLAT VALLEY NAILED TO Ex 5T .1 fit:! •uIOOD 4 r- lE*1BERS pu/ (2 16d • 6 OC i sP5a 4 FBI R 1 44uRRICANE CLIP 6 0 OVERFRAMING VALLEY DETAIL EA END CF EA I TRU55 (TYPICAL) DS. N..5. - _ _ J I I _ - e. 0 ATTIC VENTILATION CALCS. • il I- ,- DESCRIPTION 4 er ' Alli 0 110 SF. 6 31 © EACH L'NEAR FOOT CF RIDGE VENT h 7" EAC4I .>F 50 ROOF ANT • XSA Yc •1T SF i4 1 E �� +S TL TION • F J X I (6) AF -50 • F> ■ 4 ROOF VENTS 3 , , GE. TSS TO BE DESNED ' TO EE 'EN � . . EDGE • , _ GE. TRUSS TO DE DE61GNED b -COKED - EI4 ELOM TO WAVE (3) P • ►IOLE5 FOR 18 x24" GE. VENT OPENING FOR 1x24' G VEN OENING WITH 14' WIRE MESH (1 _ ; . i RI. _ "'OM Ilj_ \ / 0- 1 X I X I 46' OF CONTINUOUS h , ._ _ RIDGE „ENT TRU55 CONSTRUCTION NOTES: ♦-- 22•x30 1�' ATTIC d 5 ° // ATTIC • v I A T 5 D i" / ' Ir va , - 't ACCEB • ALL TRUSSES SHALL CARRY MANUFACTURE 9 STAMP. I © • ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO J© e7v nC >r K' MAPUFAGTURS SPECIFICATIONS. a E SI 9 M . TRUSSES WILL NOT SE FIELD ALTERED WITHOUT PRIOR 9 BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALCS. TYP • DSL Cr • ALL TRUSSES Sh1ALL NAVE DESIGN DETAILS 4 DRAWINGS ON TOP 1E SPLICE 4 Si .' _ SITE FOR FRAMING INSPECTION. ' S 1b` ' s Y 1 � • ALL CONNECTIONS OF RAFTERS. JACK OR NIP TRUSSES TO ." - ..' ` ° ' ` "' ` <,„ ; ri L MAIN GIRDER TO e€ PROVIDED BY TR..155 MANUFACTURE. J � - j a �r'}: � �C`� , • SEALED CALCULATION SHALL dE SUBMITTED BY STAMPED I // Q � f -� '* . n . : t _ x j, � BY AN ENGINEER REGISTERED IN THE � E STATE OF WASHINGTC O s . a - , 0 0 i ,4 �' "` +� - Y? rr� i� mo , - .� .. - • ALL NON-BEARING WALLS SHALL DE HELL AWAY .ROM TRUSS ' ' ' 4 '• Ps'4 � ' ',>>f' -, #' g.13! ° _. BOTTOM CHORD WITH AN APPROVED FASTENER TO INSURE ` ► iP4 _ x `i'' NON-BEARING OF TRUSS ON WALL. LL 01 • SPECIFIED APPROVED HANGERS MUST SE USED AT ALL , • '```' j ' j 4 .l ".i• CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE '' . ' . t - . , • 1` 1 , r p- €a -,. MAIN GIRDER, AS REQ'D. • ' ` � ede% ",..›.,,,,,,,r; , , • - . ' J . , at-. . . ,7 , ' 3 ROOF FRAM INCA NOTES • • D.S NM Ar _ — — • VENTED BLOCKING OVER SUPPORTS. D.S. . ROOF OVERHANGS TO BE 12° �jY OF �,1 !1U GE 'BUSS I GE TRUSS 4P?RlYVO 0 1 1 ■ • ROOF PITCHES TO BE 5/12 UNA. T\ SI IZ'_0' • TRUSSES 4 RAFTERS SHALL BE • 24' O G. UNLESS U i. 2 9 .25.11 ID' -I0" I OTHERWISE NOTED .I -,/ ,4 —,e ,o ' / • AT ALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW > .L,3 VALVE IS REQUIRED AT 2" ABOVE THE DRAIN FLOW -LINE �.r' ON A SEPARATE DRAIN LINE. r - • USE (2) 2 X 6 4-IF •1 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 I-IF 4 '2 COLUMNS AT AL.. BEAMS. U.ON. ' CITY O TUKWILA FifPYRIt,HT 0 2 Brookes Design PERMIT CENTER Poore' PLAN 2610 ROOF F • PLAN � C I m1E m23� ' I/4 a 1' _ O . DRAWN ev RIM Dote -19 -02 THIS DRALLNNG 16 COPYRIGHTED AND 16 TO BE USED SOLELY Sheet FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER WE OF TNIS DRAWING SHALL EE Ptilmirrao WITHOUT THE WRITTEN CONSENT CF D•OOKES DESIGN ING. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OYER ALL SCALED DIMENSIONS. GONTRACTOR SH-+LL VERIFY ALL DIMENSION6. CONDITIONS. ETC'IRTAININ6 TO THE WORK BEFORE PROCEEDING TN16 OFFICE MUST DE NOTIFIED OF ANY VARIATION6 FROM THE DIMENSIONS AND /OR CONDITIONS SHOLLN e C ON THESE DRAWIN12.6. ANY SUCH vARIATION 6HALL DE RIESOLVWD BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT PULL RESPO•61EIILITT FOR COST TO RECTIFY' SAME. :t:;c: / 6 9 • 1 f • f ,§ • x i b x •— _ ac L 'Up R - CO Y :J - _ -._ :4 L ....• 7 ' - .r 2•8 BAD E C C) 5 % to/ bQ TR;" P1 1 = �i/ GQ'1P,OFpiCs �� ID - - - - w/ 'x2 TR'" _ = . , r, -'l. / f TT"7 \` / j , ' t ( .. F - !. L" Imo. J • / R METAL FASCIA R I M C.► r T 1 i ,� UPPER FL_ 11c GUTTER i;l 4! t 1 I II , \ w r '� I -■........... , - ' % . - SWAKE I 1 7 -- -- 36• W, _ , ■■ ■ ■ ■ ■Ili ■ ! 2 x6 BANG Y: PrOCET9 FM 1.1 <` O.C. MAX. - _ - EL RIUNDOIIkS FRONT � ' I t ■ ■ ■ ■ 1 ' -{ O ION : III • : - MIN II Iii Oil II limimmi ii i # ■■ • -.. • - I -� • 0 UP PER FLOOR ■ • ', I ; ■ 1 -._ l , ( , I '� 2x11 TRIM ' 1 J 1 x� T R9M f HORIZ SIDING I - �— 1x?/IxA -DER - I IIIII i Y 6x6 P.T. POST ■ ■ ■ /I - G ye ,,., II���lI 111 !I = UIUI .IL!n • ■■ ■■■ I m o _ i, NM _ I v ■� ■■■ ■■ ■ ■� : ' ■ I ` -- gip ti — aD ■■ .1.11 t �� ► ' tom; Li O D - i i --- w ��ri � i ; E II I i t I t ! I , �` 0 I N N MAIN FLOOR �1M��IP s� �JJ ® L 2x10 TRIM 1111 Ill ,II —' ■ � LEFT ELEVATION 'A' FRONT ELEVATION 'A' 1/4"=1'-0" 1/4 ". i' -m" — n � - I tL co 0/ 7 O O 2x8 BARDGE (.! 14 5 1 w/ Ix2 TRIM `l ::ii Thi 01 ` — CITY OF TUKYit1A ILI VCNT (TYP) ILI UPPER FL. !E J 2 9 NO2 Cn kJ.tli 0 \ / ■rT, — \ / / I 36" RAIL w/ .3 \ / , - -- / 1x2 PICKETS = X - \ / - � A" O.C. MAx. / \ 7 \ I - • V T.B.G. ' 3E "TS - ----® _ — ,� 2x: RICKE 1 ,i I IT , , I _ / (E)A ' -� , , , • A° ... Ammomm■ III i - -- — _ �I ` i�� �� I ��� II.I I . _ ZO UPPER FLOOR �l i... 1: v (�� �I �� II :I . MAN FL. IE - -- HORIZ SIDING - �_ - -- — HORIZ SIDING - - - - 6x6 P.T. POST -A. \ / \ / \ / <� 6x6 P.T. POST — 7 . \ ! / / - — _ii, — \ X/ -- \ / 1 CO \ - I \ \I — t\ / lE) \ ' \\ RECEIVED IO __ _ 7 \ — ITY OF TUKWILA T. r - - - - MAIN FLOOR - �_ - C'c1PY RI<IHT 02'41_ I ---,--/ - — — f 1 ..r",1— -LATER Brookes Design V 1 Pd PLAN 2612 FILE NUMBER 02 -023 RIGHT E L E vA T I ON 'A' REAR ELEVATION 'At' F FI N , SH R CONDITIONS. CONTRACT OR SHALL D INtAwEN BY NOTIFY THE DESIGNER AND STRUCTURAL RDE 1/4 s I' - � ENGINEER OF ANY DISCREPANCIES PRIOR TO 1/4".1 CONSTRUCTION SE WE MAY MAKE PROPER Dols 'REVISIONS TO THE WOW- RK 5 -15 -02 TNIS DRAWING IS COPYRIGHTED AND IS TO DE USED SOLELY Sii FOR THE CONSTRICTION OF THE SUBJECT PROJECT. NO OTHER NOTES ONES: USE OF THIS DRAWING SHALL DE PERt'fITTED WITHOUT 11-41 J : V WRITTEN CONSENT OF DADOKES DESIGN NC_ WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OvER ALL SCALED 1 4 • PROVIDE CALVE SHEET METAL FLASHING I COUNTER FLASHING DIMENSIONS. CONTRACTOR SHALL vERPY ALL DI"IENSIONS- AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. CONDITIONS. ETC PERTAINING TO THE WORK BEFORE PROCEEDNG. T.4I6 OF'tcE MUST Be NOTPIED OF ANT • CAULK AT ALL JOINTS / PENETRATIONS IN EXTERIOR WALLS. vARIATIONS TROP? THE DIMENSIONS AND /OR CONDITIONS SHOWN CH TWESE DRAWINGS. ANY SUCH VARIATION SHALL DE • CONTRACTOR TO VERIFY' EXISTING ROOF PITCHES RESOLvED DT THIS OFFICE PRIOR TO PROCEEDING WITH THE BEFORE ORDERING TRUSSES WORK OR CONTRACTOR SHALL ACCEPT RILL RESPONSIBILITY FOR COST TO RECTIFY SAME. .1:>0 Zs" I 6:;) q • • r 4 0 ac H j ; r >' z• A. 4) X 5. L M /- 2x8 DARDGE _ _ �\ .. J- tx2 ritr. ow... co 2..e. DAIFDC# �y _ � � 11 ( p w bu TRIP" x sr ai j ! O ...T -- x J1 e GF. I 'yew C T - O - r•; - 111111111111111 / tJP•°�R FL. a *+E'er cASC A GLITTER --r - . , , -mm–i-T_ -- — : II I I I �� it II I i i'1 ! ill z _ __... 1— moins :., i t , r I C t..l xs i PI.j( T5' b 2x4 -"T.- ' ■■ NE■ ! 4' CL ^^A WINDOWS FRONT 1111111111111 l I ■ ■ 1 al r , 1 —_.•• . __ M r :4 le ELEVATION i ■ ■ ■ ■ SwAKE PIo.c.,.. a ,. M I ■ MK I � , ! ! i iiai�sua i lu4l�llli ,, I; r r , 1 :17- i ;0 UPPER FLOOR ■ ■ , il 1�L_ �� 1!i1il L :� I I $ sal MAIN FL. e - 2xC2 TRIM : ■ 2*12 TRIM 111 1111 1 jj 1 1ORZ SIDING H '�bxb P.T. POST - CORNER �- 6zb P.T. POST _ _ t h �— ix3•�x4 J l � �� � II :Rum mum - � , - !: I LANDING ■m - [2 D M ► fl I= __ I , _i ... 11 7 7 7 --- 71 7! IN 7 _ . II I �I MAIN FLOOR =DE i . T 2x0 TRIM El /'i wi LEFT EL vATION '5' FRONT ELEVAT1CN '8' i /4" = l'-0" I /4" =1' -0" - • 1 n � ffl l_ QC 7 O O ,, i i--- 2x8 BARDGE _ w/ 1x2 TRIM I i: ILI _I I ILI ZIPEFL. R O JUL 2 9 200 IN \ ( ®!�T!!, - / fi r:, —,, 7r }: 36• RAIL Lai \/ w/ _ , / X I \ / 12 • 0 PICKETS 2x2 .... - 4� _ - / \ '` �'}' 36" RAIL PORCH YE - / (El\ ! \ TSf�. ' O.C. 14 - - II I It I I i I i t]d ii 14. O.G. MAX. 11 I I � d li ,I . I lI I it 1 - I � ■ 1 ', r - - i0 UPPER FL _ mss! dl l — -- • MAIN L. R - -- P.T. — ORIZ SIDING H ORIZ SIDING - - — - - - — 6x6 T POST - -' II II • bzb P.T, POST -- \ / I. s / / .e 6x6 P.T. POST / I I ij I, — / / ia_ _ , r ie / \ ' \ /\ RECE:VED — 1 (fJ \ \ CITY O TUKWILA [ . \ 7 7- MAIN FLOOR TS Ca _� 'R , R 1i HT 0 . __ _ r ti ti 'Iw.� - 1 I /, �- - - - - - - -- -- -- ! ( PERMIT CENTER Brookes Design Pro1,et I PLAN 2610 1 RIGHT ELEv4TION '5' REAR ELEVATION '5' NOTES: 02E02 I /'`� "s Ir -err I/ A Ir s I r _ 0 1r • PRCVIDE CALVE SHEET METAL PLASHING I COUNTER FLASHING DRAWEN BY AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. RISE • CAULK AT ALL JOINTS I PENETRATIONS IN EXTERIOR WALLS. Date • CONTRACTOR TO VERIFY EXISTING ROOF PITCHES S.� -02 BEFORE ORDERING TRUSSES tHIS DRAWING IS COPYRIGHTED AND 16 TO ee USED SOLELY Sheet POR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL 6E P!RMITTED WITHOUT THE WRITTEN CONSENT OF BIE IN OOKES DESIGN C_ WRITTEN , 5 DR'7ENSION6 SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL vERIFT ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SNOW ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLvED BY 'NIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPO■6I15ILITY FOR CO6T TO RECTIFY SAME. ...3) o w• ) 6,5- . . I, . , a 4 ., 0 x 1 mimiragamunammouniii. , _- bJ: 1 • — Q r 5, -1.— T. '5 , J I .- j - — n-- - -_ / .?+. ti A ,GE / . , I j 2xD D X�E �� w h�2 Tilt*" i 4 i 1 ai TRar - ■m x24 Gam ; :—i f-'; - J II I II 11 1 1 I I! i I i II If I I : i I ; I � _ - - MET F ASCI A GU ; �1� � I I y .r -! 1 UPPER F L!E / I I1 i� I ! II i1 I !I�1� \ �_ 0 — —— — � ; I II 1111�I 1I 11 I 1 !I , �`� ---_ I. I !: I _ 11 11 ....-.4-, — �� ' ' -- -- _ _ _' ±L - ' __ _... -- 84.A+c _ . 7. H 6 IIM MEM I= • • 1111111111.11111 I I unilumm. 1111111.1 IIIM 2x6 D.a►D — 2x4 • i ■■ ■ ■ ■ E r n -:---i F t G MAX_ WI ■ ^ �. EL ■ ■ ■ MI ■ 1; r n !8 I i,„ 111111111�1�1, • 1 �i Il C - _ O UPPER FLOOR H it --. - - ■ i I ' i ■ [� 2 x12 TRIM . 2 I2 T , MA.N FL IE ■ gi H ORIZ SIDING I I 111 ' .,- - bxb P *. POST i NI= • , • II tir - ■ ■ I �' „.---- !x3/ xt I - , . 'I 1 i r = ■ • iii E I �' EJDf� , .......1 ... , • • • • 1 !! N/�I�RI•���NIMMIMN M • iI1 t �� 1. ' III • MAN FLOOR I I I ! ( I _ t � D , !---1 , _ -� , r �� - `. - � b 1 I I t I I 1( xI ; I : I :. ,: �� - �---I! E f 1 1 1 I I `C I 2x10 "RIM / fl II i , @ 1 1 1 i 7 LEFT ELEVATION 'C' PFRONT ELEvATION 'c' 1/4 " =1' —D" I 0— I v! IV 7 O 10 I I -- IS 2xa DARDGE W.' Ix2 TRIM COMP :ii i: al :5 I- UPER FL. E v ELI A h+l+Cli O 36" RAIL W/ CO \ / -, , _. ■ 2x2 PICKETS X / \ / ---- 36 °RAIL w/ • / \ \/ TSA- 2 PICKETS - x2 4' O G. MAX. 4" 0.C. MAX. If % lE)\ - �i - - I t. I 11 — il. _ 1 ' , UPPER FLOOR I , 1 11, i. ,I MAIN FL. FE HORIZ SIDING FaORi2 SIDING - - 1_--________i o bxb P.T. POST - / / / bxb P.T. POST - ' \ r \ \/ RECc:L'Ep \ \ /\ CITY OF TI iK'vV - - MAIN FLOOR , T.5zs •\ _ PERMIT CENTER i -- - - - �--� ('()PYRICiHT ©: +ei_ / - I - -- -- - - - - - -- - r I Brookes Design Project NOTES: PLAN 2610 • PROVIDE GALVE SHEET METAL FLASHING 4 COUNTER FLASHING FILE NUMBFR AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 02 -023 • CAULK AT ALL ON 'C' REAR E L E vA ON 'C' . CONTRACTOR TO VERIFY E ROOF P T WALLS. DRAWN BY 1/4 = i -0" 1/4" ORDERING TRUSSES RDE I/4" =1' —D" Dote 5 -IS -02 TNIS DRAWING 16 COPYRIGHTED AND IS TO DE USED SOLELY Shoat FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USG OF THIS DRAWING SHALL BE PtRMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL. SCALED DIMENSIONS. CONTRACTOR SHALL vERIFi ALL DIMENSIONS. CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOW 1 C ON THESE DRAWINGS. ANT SUCH vARIATION SHALL Be RESOLVED DT THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. i # DCYZIONIF t‘r, if? ~ . I . s 6 l• s, • A • i = r x KEEP PIN. AIR SPACE 1 �, /" G°r1r. ROO•!�vG ^ J 7_ it: b•EA.T.+NG '"� _ I �_ ri NSt11. ATsON BAFFLE f, gat" 5 G ou t' TRUSBES • 14 OC. / / / / / Q x U /' \ . ¢ rLATION r ROOF CONSTRUCTION: (cOl"1PO51 f k' GLIB. TYP ON CEILINGS PLYWOOC A/� : f1 - - CEILINGS • TRUSSES \ • 1/Ib° 03D. sHT'G •/6' ffL' u/lx4 SOLID • Cr/ER►+tl�a5. w . --.ai, s UNBLOCKED, ...PACE GRAN PERPENDICULAR c - TO FRAMING B W ELO. STAGGER ENO JONTS. NAiL • __. .. • FRAMING GREAT RM AS FOLLOWS I D!AP•tRA BOUNDARY AND OVER EXTER;oR WALLS AND • L _r L Gf•" -' I I ` � / 36° WALL e-1EAR WALLS ad • b` OC. " - i ALL SUPPORTED EDGES Bd • b' C.C. _ I } FIELD Ad • 8' OC 7 1 ✓ s4• T4G PLYwOOQ • C N GIL EILING elEATHG D PER 1•!5� l�C TABLE 25G SUBFLOOR L _ I ? EXTERIOR WALL CONSTRUCTION: , I, 1K ''''.)STS PER PLAN , 1- i ; D M - • s1DG PER ELEVATION OR BRICK v ER PER SEC. 1403 CN I Taft • BUILDING PAPER PER U.B.C. 1402 ON I I ' . lie' ODB SHEATHING . SHEAT G ON \ 'tt I \ • 2x STUDS • Ito OC (see plan) \\ I All . ! `! !� ! • NSULATION (s•• t•', w/PVA PANT OR VAPOR BARRIER V 016° OG. S \ • 1/2' Grub. PER +951 UDC TABLE 2SG UNLESS NOTED t R -19 IN5UI.ATION ON UAL S 4 CEILING �. 1 AS SHEAR :TALL (SEE sHEE' "5 UNDER STAI _ HAIR R-15 INSU LATION // 2 4" TKs PLYWOOD I __ i II FLOOR CONSTRUCTION: 1 S FLOOR !i---2, } I ; _ �� '. • FINISH FLOOR COVERING ON LAID UP I I I I I I I i • W/ FACE GRAIN PER•ENDICULAR TO FRAM ING BELOW- STAGGER i k BLOCKIN • J t , END JOINTS, GLUE I NAIL As FOLLOt!!& 2X4 TRIO MUD SILL ANCHOR I POSTS JS T 5 PER PLAN TOP 4 811-1. OF RUN W/ 5115 "• X 0" ANCHOR DOLTS • TOP t Err MAWS OR 51M � 1 DIAPHRACel BOUNDARY AND OVER 8d AT 6" OC PER SHEAR SCHEDULE • ALL POSTS - L. EXTERIOR WALLS AND SREARWALLS 4' • D.S. TIC► ITL INE I ■ I O r J ALL SUPPORTED EDGES So AT 6" OC 6 1^ IL BLACK L _ – J VAPOR BARRIER FIELD 8d AT 10" OC ALL FOOTINGS TO BEAR CN UNDISTURBED SOIL - MIN. • MN. R - 15 'NSULATICN. 1 2002 lbs. I SF. A EBUILDING SECTION - 8 I /4 •! z I' -O „ I— I Z ( --I O 1L�-- II— " .mss" T4G PLYWD. 2X DLOOCING SUBFLOOR ON Ibd • 4" QC FLOOR JOIST O • ) IIV I CER WN. PLAN / R - INSUL. I V J TOP PLATES SILL R E DGE �, I- I a 0 ar NAILING �, 2Z2 2ZSZ S122- 6 II . _ NOTCH TOP OF 2 x 8 Z P.T. 2x I 3 1/2" x 3" FOR DBL. n, P.T. 2X SILL IR PER ; \ E � - 4 GO NG. sLAC f �� / ' SREARWALL SCHEDULE L I°SEAM PER FND�I_ ON COMPACT �` f1 . _ , 1X4 CLEAT --- FLAN FILL I i u REDR PER END. TD X A I Q - ►,� STEEL PER ENG. - ..]._ i 4" DS 5/8 "♦xl ANCHOR BOLT �}} 5/8" TYPE BEVEL SIDING TIGRTLINE 5 / SQUARE WASHERS POST PER FNDN '1 90' FELT .D I. "X' GWB. f(1 PER SCHEDULE PLAN ` --- ---,,1 1 ( 2)•4 BARS Ell. Z �_� AB. PER HEDUL£ v/ 1 4" D.S. in M REBAR PER ENG. - MAINS STRAP i I!3 TO DTM. OF n O TIGRTLINE --�•/ 2 jl�'~ MIL BLACK V8. OR 43 LIP �_ PAD iv - I x 2 TRIM L 4" PERF. FTC. �„ I I VA IL. BLACK �' ,•'• • ` a z, DRAIN AS POR DARK ER - - • " r• -u -n �� . METER ( LAN REQ'D.^� , I _ dJ - 4' PERF. FIG. -11 =11 . 11 - = 1 BAR PER END. PANEL BOX ' u I II II =n DRAIN A9 a° a i II � I 11 a 11. 11'=i` Rf4EBAR PER E. 11= 11= 11 =11 =1 1 UNDISTURBED • 4 PER FNDN. PLAN , SOIL A UNDISTURBED ISTURDED 116" S in OIL I!o 2 x s STUDS II AT .6 " O.C. • FOUNDATION DETAIL SPREAD FOOTING DETAIL FOUNDATION DETAIL I AT EACH SIDE b N.T,S. lel 3 / :1' -0 3 / -QJ.. 2 x 4 PRESSURE 11 ..::4 TREATED SILL w/ 5/8" ANCHOR BOLTS pi. ROOFING MATERIAL PER PLAN RECEI 4. 11/4" TO 2" CONT. HANDRAIL CITY OF TUKWILA 34" TO 38° ABOVE 1nb" o.50. w/ 30• FELT SECTION NOSING 1 1/8"x11 1/4" USE EXPOSURE 1 GRADE PLYILID • . 1= xPOSED OvERHAtG9. PERMIT CENTER READS INSULATION DAPPLE c uM'R It ;HT ( MIS ;1? J to \ EtAFFEL NOT TO BLOCK VENTS �14110 O - ti � i x2TRIM G1T`t'. 90 Brookes Design `� U TTREAD �,�, , BIRD BLK'G w/ (3) 2 "♦ HOLES - FLASHING COVERED WITH I/4• GAL V. MESH 2 1/4.. BEVEL SIDING Rt��, !�! �,� \ 2 x 4 STUDS SHEATHING w�. 7 9 __.2 EAvE FLASHNG ,4T l ' CC. EXTERIOR CEDAR DEGK'G ►_� ?,, i = , I h:: !`A.:,1 -U Proitct �rtt� r.• \ 4 IX8 METAL GUTTER - � '�� NSULATION PER PLAN - "* 14',1 2X4 NAILE - RISER �" / MIN I" AIR SPAC BETWEEN ,fin I ■ TOP OF INSULATION AND F � PLAN 2r1m t• I lx6 T CEDAR FASCIA 11'I� �Q' t � 1 ' � — N -- :na•t',, 4 , I• BREATHING FOR VENTILATMG �i 1 �� N P.T. DECK JBT PER PLAN . I SIDING PER PLAN 2 x 8 , J 5/8" TYPE -- — m2 3 STEG � TYPE ' G,WB. • ` �' ' DRAMIEN BY / AREA BENEATH STAIRS I ' "9 – PANEL dOX INTERIOR CONTRACTOR TO VERIFY ALL EXI STING AND 2x PT. LEDGER �� ! 1/16 O.SB. w/ IV' FELT FINISH CONDITIONS. CONTRACTOR SHALL JST HANGER PER PLAN AIL ! FELT OR BIM. CLEAR NOTIFY THE DESIGNER AND STRUCTURAL 2X FIREBLOCKING • MBE � � TO I BTM OF RUN �' - 2x STUDS • 16' ENGINEER OF AN T -IE M PANCIEb PRIOR TO .0" OC. - CONSTRUCTION SE HE MAY MAKE PROPER ���:I O.C. P PL AN Dote 2x4 P.T. • d' �, ` I FIREBLKG. REQ D. REVISIONS TO THE WORK ' �"� AL STRINGER � MSULATION PER PLAN (2) LAYERS 30• FELT - BETUlEEN EA. STUD I PLAN ---"- (3) 2X12 STAIR JACKS NOTES, 2x4 THRUST BLOCK -- -- T1416 DRAWING 16 COPYRIGHTED AND 16 TO BE USED SOLELY SMet • RISER HEIGHTS 1 TREAD RUNS NOT TO VAR`' MORE FOR THE CONSTRUCTION Of THE SUBJECT PROJECT. NO OTHER THAI 3/8" WITHIN ANT FLIGHT OF STAIRS. USE OF TH16 DRAWING SHALL BE IFERMITTED WITHOUT THE • IF STRINGER SPACING Is GREATER THAN kb" CC. WRITTEN CONSENT OF Da:OKES DESIGN INC- WRITTEN DECK LEDGER DETAIL PROVIDE (2) LAYERS of TYPE 'X' GwB. UNDER STAIRS. DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL. SCALED fie STAIR SECTION DETAIL WALL/ROOF SECTION ELECTRICAL METER FRAMING CONDITIONS ETC PERTAINING SHALL VERIFY ALL DIMENSIONS, ETC PERTAINNG TO THE WORK BEFORE 3/4 .1 -0 j/4 n z I (�" j i a I • _ 3 PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY / i. z I - i. VARIATIONS FlRaO THE DIMENSIONS AND /OR CONDITIONS SHOW ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BT THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL IRESPOPISIBIL!TY 1 FOR COST TO 'RECTIFY SAME. i. . y . G; S^. 75 • •OLZDOtr• Pr... Ea6E vAh.1P6 op PLATE 21. To EA .H STUDS �- • .' 6,e /- -- - 3' OL TOP IL PLY- Epee IiIAFLIN6 ".a' a w/ ANG10R DOLT'S 11 cow PLY TO • 14 2.D01. 4 S .!D 1 an p 't1D P A3,: a3' C G- MAX_' ty ,•••••., AT • I I _ .,---420 SII... ♦*E i i . ^` *S...- !'i7!' A�.'i JOINT'S, . teem r .,---420 • 9' OL- all 1'-6' � NA._ yNEATP•46 - 0 1011P. STUDS W ' 14 M - E.. IIBEDW :J.14.0..) + / Is reADl9[ ?• 0.G. EA- "AY '1t'• et," GL-1P Q CV SEE SC+E7t',._' ! / - - Oo • 6 " O. 1 ►e•. EA @D/ EA '�r55 V f �O / S twee NAy.INtS (2)2. 1 STUDS • t' C.::: . s_-� 3 PER SCMECULE b' OL GMi : T EXPANSION + S ♦-+ • v� e�a v . p� e>A _K.. 120 • 3' OL. 4.12 "V - .JOINT ON - R .,015 �►w STRAP LOCATION R.Y. EDGE NArL!N• TYP. EX MALL CONSTRUCTION 1 ..'' ■��1 (2)2.A Eucl>w16 w/ (a�2(442.1 --� ----------- PDR a hi m -� „� ` I (uK.E55 O'►E SE ►+G"Ei. ' : W Y 5'I'�s0� ST' w," • e - - 4 I F _ .4,L„:17, FINty. CD1fsC N IJLM6 `� - x OC w / i'2• I. 31EATw►�, 1/2' / L YY �.GD O le - /t b' O -SD EXTERIOR SIDE. BLOCKED. NA .L c7 36-2 112 n ' D !..^.1...5 N. TO . 3 JDS F t45++ _ ! , ►_-- - • VENT' I+PLES AS n / DO • 6' 04 A ED6E5 AND • 12' 04 FIELD. 1 :7 S++EATti.at, PER PLAN I GRADE �� 2 o (STRAP --n CATION ,• ; I II' Aw ONE SIDE OR no SIDES s PER PLAN' - GRADE I 11 3 "OC ��,.,,�s, MIFF' T10J.35 PER PLAN EA- TR EA ENv �e ( III 11 IE 1 1 \ REGiJ1REL w/ (2)124 TN. . 2 DOLT SILL P TO CONCRETE rat/ / Dt A. x 0' AD'S • • 32' O L. c 1 f��'P- , O ALr ►aE►.eERS) I U I 4 DABS TOP , Q 0--/- L - 1 3 NAIL BOTTOM PLATE TO F _ B RAMING BELOW w/ .2d • 4' OL (N (9)2x4 PT. ALATES _ G0 - Z J �a • !6 OL VERT- 1 � �� r z EDd!' WuLIN6 O a) 'I C ! �_ - I 1 q _ J I --j- I A a FASTEN DOUBLE a TO JD►5' OR BLOCKING ABOVE n/ !2d TN. • , - O.G. V M4 �� {�� p V�� + f f <,� T , = - z ND DE"A;LS O+. 51 a 52 el • GENTERL OF r1A-1. I e 1 r I I = . V :. . 4. - • •4 • ,O' OL. HORZ. ' 1 I E=; i r 4 Y 2. STUD • 1b' OL ,C v •a • 10' 0.G. NORZ ' ' II I I 1 _ STHDI' IIOLDOP•4 w 38 - CO In 2 e I •,.r ... - I` PLY. PER SCHEDULE 1 t,. '� : -- - 1i -1 _ � ARWL►I_ _�IF1'Slll F Q b ►a1,.. 3,..A, v'SG�JEE4 1` - a n ( OR AD52; 6' HOOK - 4 - - - - ,.._ ,_ s - i VAPOR BARB -.R ; 1 ' • .' (2; S /8' DIAx ib AB • • 8' O G. 1 A - - IND.CATES SF�ARY'4ALL .41 PLYFIOOD OW SIDE, I :-' i f2>� CONT. I. PLYWOOD 30' MAwM1M (2)(2) COW •4 (2) SHEATH NG, 1/2' WOOD OR 1!16 OSB.. ONE SIDE, BLOCKED, NA'- w/ 8d VERTICAL DA BS I 4 . i 8 . 14 s GOVT 1 - IJNdALA1IGED 4" 8" 4' • 4• G G. ALL EDGES AND !2' CZ FIE D. AT Ib' 0.C.. (U.!NO� . / f 0 GONG. FOUNDATION (CON!) 2. BOLT S:t L PLATE TO CONCRETE w,' 5 S DIA, x 10• AB 5 • 24' O F ------ A EXTERIOR SI- 4EARWALL D MIN. LATERAL PANEL EXT. SNEAR1JALL • SLAB F Eilk. Rpm 4 . 3 NAIL BOTTOM PATE TO FRAMING BELOW w, 12d • O0.C. -0 SI • CRAWL SPACE si 3/4" a 1 11 3/4"= I' -0" st :I - O" FASTEN DOUBLE P,,-ATE TO JOIST OR BLOCKING ABOVE w/ 12c T.N. • 4' O.G. AND DETAILS ON S t 52. 3/4 "= 1 /� ZkFARYt _ INDICATES SHEAR MAL.. w/ PLYWOOD •r)' SIDES, r E OF PLATE /?l I. SHEAT•HNS; 1/2 PLYWOOD OR 05B., - AO SIDES, BLOCKED, NAIL 1 4' -0` MIN. EXTERIOR i�ALL BOTTOM PLATE NAILI.IG I r4/ 8d • 3' O. ALL EDGES AND • 2' O.G. FIELD. SPLICE LENGTH PER SCHEDULE ----•-..... S EARWALL WAIL p 2. BOLT DBL. SILL PLATE TO GONR_ -E n/ 5/8 DIA x !O" AB.S • '6' a -G. i ! EXT. WALL SHEATHING et 9. NAIL DBL. BOTTOM PLATE TO DOUBLE FRAMING E3ELOMi .,' 2 LAYERS RS '2d • (25) i2d CONT. TIM1BE25TRAND R M • PER SGHEDUL E • 'S" O G. STA6EsERED. PLYWOOD PER 1 CONT. RIM. - - - - - - / TOP PLATE I�SGHEDU� • fl)2x STUD Do 4. FASTEN DOUBLE PATE TC DOUBLE .JOIST O? 51-CC -KING ABOVR .../ 2 ROYVS 12d TOENAILS 6" O.G. 12 ROW ! " S A3S '_;PS • 16' 0.0 OR PER DETAILS I! e5. USE (2)2x STUDS • I b" O G - 4 - ___ - i PER SCHEDULE NAILING FLOOR W OOR PLYOOD - ( PLY. SIC 4 r, FLOOR PI :77400D IF61315 i cr 11:1�t }i F , 1 W FLOOR PLYWOOD Epee _ _ ,► . EDGE LNG - -- _ _ -- - _FI +_ �_ PLY, SPLICE �� �/ 12d T.N. • 16' O G. a FLOOR JOISTS (PER PLAN) 2x STUDS FLOOR JOIST! (PER ALAN) 2d T.N. • Ib' O.G. - l ) / - INDICATES SHEARYAALL ^I/ PLYWOOD ONE SIDE, oz.. EDGE NAILIN i i. SHE�►Tr NG: I/2" PLYWOOD OR 7/ib' 05B., O►E SIDE, BLOCKED, NAIL w/ 8d e • a" O.G. ALL EDGES AND 12 O G. FIELD. °_ w a Y. NAILING FLOOR JOISTS (PER PLAN) EXTERIOR WALL 1 2. BOLT DEL. SILL PLATE TO CONCRET/ (2) S/8 DIA. x 10" A$.`5 • 6' O.G. PLY. PER SCHEDULE _ 51MP501N GSiC STRAP TIE - 1 � 3 . FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 12d T.N. • 4' >L. R/ (2 8G1 NAI AND DETAILS ON 5 1 52. W � � �' SHEARWAL_ PER PLAN 4. USE (2 , STUDS • lb" O,G. I SEE DETAIL D/ SI. SPLICE AND NAIL TOP PLATES AS SHOWN • ALL (I)2x STUD EXTERIOR WALLS, SWEAR WALLS, t AT EACH FLOOR TYPICAL R OOF f- F fEATHIN 6 �� • • HOLDOMN LEVEL AND AT ROOF. ------&_... PLY. EDGE NAILING • 1 /Ib' 0.5.5. PLYWOOD, INDEX ! G 2/I6, UNBLOCKED, w/ FACE RAIN /ATiON • HOLDOY'N STUDS PERPENDIGULAT TO FRAMING BELOW. NAIL AS FOLLOWS, �^ CTYP v J PIAPHRAM BOUNDARY AND OVER EXT.SHEARWALLS bd • 6" O.G. f E) DBL. TOP PLATE SPLICE JOIST PERPENDICULAR TO EXTERIOR WALL JOIST PARALLEL TO EXTERIOR WALL MSTC I- 4OLDOULI AT FLOOR ALL SUPPORTED EDGES bd • 6' O.G. 3/4" =1 3/4" -1 -0" 3/4 "a 1 N.T.S. FIELD 64 • 8" O.G. E'' q TYPICAL FLOOR SHEATHI Ot i- 3/4• T1 G, OSB., INDEX 40. UNBLOCKED, LAID uP O W/ FACE GRAN PERPENDICULAR TO F1 iING BELOW, STAGGER END JOINTS, GLUE 4 NAIL AS FOLLOWS: DILIPI -IRAGM BO'JJDARY AND OVER 8d AT A" OC 1/ TUDS S (2)2x • $HEARWALL PER PLAN EA (2)2x TUDSN EXTERIOR WALLS AND 5i- 1EARWALL5 {� EDGE NAIL PLY. TO ALL SUPPORTED EDGES Go AT b" OC `N I PLY. PER SCHEDULE EACH DSL. STUD FIELD 00 AT Im" OC Ili CV MSTC STRAP TIE BLOCKING PER PAN, FILL ANY HOLES OPTION: USE Ya SCREWS • Ib" O.C. IN ADDITION TO NAILS SPECIFIED !^ w/ 25(2"x .I48 NAILS ABOVE • 16•' 0.C. vJ 6d • 6" O.G. 2d • 3" O.C. I 0 I[ J l PLY. FL• • - / I ,NOS. LL I �. 0 I. U 2•x2 "x3 /I6" PLATE WASHERS ON ALL A1NC. "FOR BOLTS. ft CONNECT ALL RIM ,JOISTS • EXT. WALLS ry /(2) c:516 STRAPS. EDGE NAILING 12d • 16' O.G. • LISTS EDGE NAILING N FLOOR PLYWOOD FILL ALL HOLES WITH NAILS. 12d • 3" O.G. _ J 12d • 3" O.G. / 5 ALL 12d NAILS SHALL BE 3 I/4" LONG x .131 SHAM:: DIA. (MIN). . FILL ALL HOLES • ALL. HOLDOWNS w/ 2 I/2" LONG • 148 SHANK CO DIA, NAILS. FLOOR PLYWOOD • 2x4 eG..r_ 2x4 BLKING 12d T.N. • lb" O.G. , ,;'�- 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG (MIN-)x .156 A OVER SHEARWALL SHANK DIA. w/ MINIMUM I I /4" PENETRATION. J5T5. PER PA 9 I!. . - --. 7: EDGE NAILING 12d • 3' 0.C. I 2X4 CONT. • SHEARWALL BEND STRAP AROUND BEAM OR MULTI. JOIST EDGE NAILING BEAM OR MULTIPLE JOIST PER PLAN SHEARWALL PER °LA C NAILING DETAIL 6 CATN. FLOOR JOIST P MSTC 1- 4OLPOWN AT FLOOR Si 3/4" a I 1 -0" S I 3/4" = 1 1 -0" 5HEARY4AL.L P EL TO FLOOR JOISTS V -p" RECEIVED CITY JILA ,I' / 8d • 3" O.G. (6) 12d BRACE 2 x TRUSSES • 24" O.G. EDGE NAILING TT BLOCKING OR PLY. TO BLOCK., TO BLOCK 2x OUTR166E• (OPTIONAL) PERMIT CENTER c'r\"RI,iHT 0 200 FLOOR PLYWOOD_ 12d • 3" O.C. -- 2x 1� � e ll ` s r 7'� EbDE NAILING Brookes Design 8 JOISTS (PER PLAN) Y (2)2x6 BLOCK I ,r : DBL. TOP CHORD TOENAILINb PER . HORZ. NEB BRACING BY C�jt Ti }M. Project SCHEDULE : i I 12d • 3" D.G. - ` `� TRUSS MFb PER T,P.I. a GS. 2x4 BLKING o (2)MDAI GLI ~ Mil ' -. 3 `? t 11 " � ` PLAN 2610 NAIL TO ALL TRUSSES ` ry q JUL C FILE NUMBER EDGE NAILING I r 12d • b" OG. J nn�L SHEARWALL PER PLAN (2)2x6 GOVT. • &ADLEEND TRUSS • �J�_ 'MID HEIGHT e --- 'L'- '"llit( j+i 4 !Z'• r DRAWEN SY RISE I STRUCTURAL TRUSS w/ 2x4 Dote FLAT INLET STUDS • 24" O.G. M !� 1�. ( 2)MDAI C LIPS (ONE A. SIDE) 5-19-02 I- IEARV4 L 1 _ FENDIG�JLAR TO FLOOR JOISTS ( 7 2)2x6 DIAGONAL •T" BRACE - I. • b" D.G. (TRUSS TO 2x6) • RIDGE AND • B'-O" O.G. MAX -- (VERIFY , TRUSS MFGRJ 2x6 CONT. TI-116 �O S * EDGE NAILING ore 7 4e CCT CT ON OP THE SUBJECT PROJECT. NO OTHER USE OR THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC. WRITTEN I2d • 6" O.G. 2x6 CONT. 1/16" 0.55. OR DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED Si TO TOP PLATE 1/2" PLYWOOD DIMENSIONS. CONTRACTOR SHALL VERH'T ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE UJOItr( WORE p /� SS PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY M INT. SI- ��ARUTAL� TO FLOOR Ak31/, T � G 1 • TRUSS DETAIL VARIATIONS PROM THE DIMENSIONS AND /OR CONDITIONS 544004 ON THESE DRAWINGS. ANY SUCH VARIATIc, SHALL DE 61 3/4" ■ I '-O" - 3 / 4 "= 1 1 -C" Rt50LVED DT TH15 OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT PULL RESPONSIBILITY FOR COST TO RECTIFY SAME. p 0 al I6, . . I , . , t 4 1 I G� � ' 'Cl) ,'. +oi iq N op.. otl�Wis• a+ the ppm, Q ti A..L MATE°R,A AND K'r!A F +!P D16r[�N r c if zpi I • WOR AN GONS?'fa;c 0% SNAG- GONFC� O T14 = t' IN6 FOOTINGS AND OTHER SURFACES. REi EN6 STEEL SHALL DE A5 FO:.LOWS: 28 US R GO*�!�'AN� FOR G ALLED OVT BY LETTERS ND P. C 0! R5 SHALL A__ BE "LLB- LUMBER 9�' • � v rP rF Tl REQU!RE`�ENTS OF THE L^FcAn'tiG EG °FtGAT 0!�IS THE UIVIFOR` BtNLD:!rb GODS, +dew EI�tTtONi. ED N THEIR CATALOG NO. C EQUIVALENT' DrVIGES BY OTHER C g -- T = ._•-__._. DESIG'� CR!TFR A 3 MAtK, AG'URERS Ks.," BE StJSH'.�T;'L' ED, PROVIDED THEY HAVE IGBO AP°R, ^JA;, =0R EQUAL OR I Y FORM EXPOSED TO EARTH (I Q. WALLS BELOW GROUND) OR WEATHER ( BARS OR 6REATF_R LOA CAPACITIES PROVIDE *I MBER AND SIZE OF FASTENERS AS SPECIFIED BY C ' W `` ROOF LIVE LOAD' ..... 25 PSF LA- RGER.- ....... ..». »_...»............_...... »........».... 2" MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN AC' R:�AN E iN:TH THE m AC F HALF E OF Ti'E o ( BARS OR SMALLER .- - II 1/2 . Rl:GOMMENDAT'ONS. WHERE CONNECTOR STRAPS CONNECT TAO MP F E^ _ 0 o� FLOOR DIVE LOAD 'RES!DE*:T!A .:I 40 PSF GCL(:►�N TES OR SPIRAL AND BEAM STIRRUPS.. » ,- - - "- .,.,,,, _ NAILS OR BOLTS 'N EACH ME*^£ER AL-1. BOLTS IN WOOD MEMBERS SHA..L CONFORM TO ASTM A30 7. 0 o N .. `� .»"' "'. ""» ."" I I',2- 'D PROVE UNDER THE ►+FADS AND NU AND TS OF ALL BOLTS A LAG SCREWS BEAR +rG ON WOOD 0 el C FLOOR LIVE LOAD (DECK) SLABS AND WALLS (INTERIOR FACE) .,.. ,.,,,..,,,_... ».» 5/4 UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND ' b0 DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. A. JOISTS SHALL BE V ch N STAIR a CORRIDOR LIVE LOAD IOC P5F CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS CONNECTED TO FLUSH BEAMS WITH 'U- SERIES JJOIST OES" HANGERS. A__ DOUBLE J BEAMS SHALL BE - ° UR - OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE CONNECTED TO FLUSH BEAMS WITH -U' SERIES HANGERS. ALL TRIPLE , BEAMS SHAL BE TB- MECHANICAL JNITS !WEIGHTS FJRN SPED BY MFGR- AND _OCAT ON OF !'"'!ISGE, MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE CONNECTED TO FLUSH BEAMS WITH - U . SERIES HANGERS. < 1-- ARCH TECTLRAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS FEATURE STRIPS, COLOR, W•ND , c, MPH EXPOSURE 'B- TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. EARTHQUAKE ZONE 3 I NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED 2 ALL WOOD FRAMING DETAILS - T HE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. ALLOWABLE SOIL PRESSURE 2000 PSF (NATURAL SOILS OR COMPACTED) AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. - SEE PLANS FOR ADD. LOADING CRITERIA. F.). STRUCTURAL DRAWING° SHALL BE USED 'N CONJUNCT'ON WITH ARCHITECTURAL DRAWINGS FOR A MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN 5 DD'NG CONSTRlLGTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS F OR IS_ STRUCTURAL STEEL DESIGN, FABRICATION. AND ERECTION SHALL BE BASED ON ON THE A.I.S.G. ACCORD TH ANC WITH TABLE 23 -IIB - OF E UNIFORM BUILDING GORE_ GGiMPATIB!LT~ AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF ANY 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BULIDINGS", DISCREPANCIES PRIOR TO CONSTRUCTION 50 HE MAY MAKE PROPER REVISIONS TO THE WORK- LATEST EDITION, PLUS ALL REFERENCES GORES_ d CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO B. AT SAWN TIMBER JOIST AREAS: PROVIDE GROSS- BRIDGING AT 8' -O" O.G. MAXIM,'N SPACING AND COMMENCING ANY WORK. ALL 'DIMENSIONS OF EXISTI CONSTRUCTION SHOWN ON THE DRAWINGS KT STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, F = 36 SOLID BLOCKING AT BEARING FOINTS. PROVIDE DOUBLE ..GISTS UNDER ALL FART!TIONS PROVIDE ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. KSI STEEL PIPE SHALL CONFORM TO AST-1 A -53, TYPE E, OR 5, GRADE B, Fu= 35 K51 STRUCTURAL DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHER" se CONTRACTOR SHALL PROVIDE TEMPORAR BRACING AND HIRING FOR THE STRUCTURE AND TUBING SHALL CONFORM TO ASTM A500, °y= 46 KSM BOLTS SHALL CONFORM TO ASTM A30 STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE EXPANSION SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH W TH THE PLANS. THE MAUFAGTURES'S PUBLISHED RECOMMEt:DATION. C. PROV DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS ✓HAT EXTENT' MORE THAN HALF - HF 6• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS 20 . ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE JOIST LENGTH AND DOUBLE JOIST HEADERS AND D OUBLE .JD'STS EACH SIDE OF ALL. OPENINGS IN TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. PERFORMED BY W.AB.O. CERTIFIED WELDERS USING E"1OXX ELETRODES. ONLY PREQUALIFIED WELDS FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. i (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHI AND MEC CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE SHALL BE PERFORMED USING E7OXX ELETRODES. WELDING WITHIN 4' OF COLD BENDS IN DRAWINGS. STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOW W N EiNFORG!NG STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF C. N SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. WELDED BARS. D PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS. IN STUD S. DR_AWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE BEARING WALLS NOT DETAILED OTHERWISE. NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR . DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT WOOD CO AND STRUCTURAL ENGINEER. E PROVIDE SOLID BLOCKING FOR t OD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO 111 o ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC -I5, AND GRADED AND MARKED IN CONFORMANCE SORTS BELOW. SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE WITH W.C.L.5. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. TO THE FOLLOWING MINIMUM STANDARDS: IC SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT I— AND PLYWOCD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR JOISTS (2x MEMBERS) HEM FIRS NO.2 1 REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. CD II. SH()P DRAWINAV:1 RFVIFW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF 'SEAMS AND STRINGERS DOUGLAS FIR NO2 G. TOENAIL JOISTS TO SUPPORTS WITH 2-16c1 NAILS. ATTACH ALL BEAMS AT "HE ROOF EXCEEDING ._I RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW 8' -O" IN LENGTH TO PORTS WITH U.S.P. KST29 STRAP EACH END. AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A POSTS AND TIMBERS DOUGLAS FIR NO.1 REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR NO.1 OR HEM FIR STAND. GRADE. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P. II— SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTION GRADE. 'U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 01 I- PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE TOP AND BOTTOM PLATES AT BEARING WALLS ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS 0 0 UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE. 1 WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS ® 16" O.G. DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TC U3E. IF DEVIATIONS, AT INTERIOR WALLS AND 2x6 STUDS ®I6" O.G. AT EXTERIOR WALLS DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT 2x6 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO.3 (STUD GRADE). ,� DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE CD .�" PROCESSED $Y THE ENGINEER, THE DESIGN DRAWNINGS AND SPEGIFIGATON'_i SHALL CONTROL AND J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING `� SHALL BE FOLLOWED. 22_ GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S.G. STANDARDS NO. DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY U.S.P. CONNNECTORS, A Ot SHOP DRAW N&S OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL 25 AND 25 -Ii. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALEN` DEVICES BY OTHER MANUFACTURES INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE MAY BE SUBSTITUTED. PROVIDED THEY HAVE I CSO APPROVAL FOR EQUAL LOAD CAPACITIES. n APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD DOUGLAS FIR COMBINATION 24F -V4, Fb= 2400 PSI, Fv= 165 I. ALL CANTILEVER BEAMS SHALL BE I--- FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR DOUGLAS FIR COMBINATION 24F-VS, Fb= 2400 PSI, Fv= 165 PSI. CAMBER ALL GLULAM ROOF BEAMS (� CODE GOMFORMANGE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY CALLED OUT ON TO 2000 RADIUS UNLESS OTHERWISE SHOWN ON THE PLANS. AI O `J ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND K. INDIVIDU MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH ,yd NAILS DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE 12" o.c. STAGGERED. U - AVAILABLE UPON REQUEST. GEOTEGHNIGAL 23 LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BE...OW 5) . v(ITH REPORT NO. NER -126. L. WITH Ibd NAILS ® 12" o.c. STAGGERED UNLESS SHOWN OTHERNISE. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPAC'T,ON, GRADE 1.8E, Fb= 2600 PSI, Fv= 285 PSI. AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTRUBED H ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST 24 . PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -2 12. STANDARDS OF THE UNIFORM BUILDING CODE. ADJACENT FINISHED LADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED 2.0E, Fb= 2 P51, Fv= 210 PSI BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL N. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS ® 6" o.c. TO FRAMED PANEL W DRAINAGE AS NOTED IN THE SOILS REPORT. 25 PREFABRICATED OPEN WEB OOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE EDGES AND OVER STUD WALLS SHOWN ON PLANS AND ® 12" o.c. (10"0.C. AT FLOORS TO INTERMEDIATE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL SUPPORTS. PROVIDE APPROVED EDGE CLIPS m I6 "o.c. AT UNBLOCKED ROOF SHEATHING EDGES. CITY 04 - �UK, BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S tRP. ? ALLOWABLE SOIL PRESSURE_.. 2000 PSF RER'S PUBLISHED PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH �'' " "`� SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE - NOTCHED PLATES ETC., 16d NAILS ® 12" o.c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. CONCRETE SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. JUL „II 2 9 - - L.. I. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c C = 2500 PSI AND MIX SHALL ONTAI V NOT LESS SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE O STUDS . PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE S EACH SIDE OF ALL OPENINGS IN STUD WALLS - THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN b GALLONS OF WATER PER SACK ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. NOT DETAILED OTHERWISE. ATTACH WITH "U.S.P. LUMBER CONNECTORS" P.G. POST CAPS OR EQUAL. ---a-4,--"col. - C - Z �V"4`^'' OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF CONFORMING TO U.B.G. THE AMOUNT SHALL BE 4% + 156 BY VOLUME. WASHINGTON. P. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. ('(1P' RI(.HT ©.INI_ 14. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5, (INCLUDING SUPPLEMENT 51) GRADE bO, f s PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH I e. MANUF ACTURER ' S SPECIFICATIONS. CIT RECEIVED B roo k es D esig n 60,000 P51. EXCEPTION: COLUMN TIES, BEAM 57.RRUP.,, BARS TO BE FEILD BEN BAR T O B ,, WELDEr? AND ANY OTHER BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40 fy= Q. ALL WOOD 511)D WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW 40,000 PSI REINFORCING COMPLYING WITH ASTM A6I5 (5I) MAY BE WELDED ONLY IF MATERIAL WITH Ibd NAILS AT 6" o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 26. PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN BOLTS 0 4' -0" o.c. UNLESS SHOWN OTHERWISE. PERMIT CENTER Project ARE 51JBMITTED. NO REINFORCING SHALL BE WErSET UNLESS SPECIFICALLY 50 DETAILED. CONFORMANCE 111TH 9 ITH U.B.G. STANDARD NO. 25 - ORIENTED STRAND BOARD OF EQUIVALENT PLAN ZbTm j THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) FILE NUMBER PRESTRESSING STRANDS SHALL BE 1/2" ROUND 270 KSI SEVEN WIRE UNCOATED STRESS RELIEVED m1 -023 STRAND CONFORMING ASTM A -4I5 (210 K51). ALL PLYWOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE 8d ®6" o.c. AT SHEET DEGREES ORAWEN BY 15, REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH ACI 2'1 8d .c O 12" p. AT INTERMEDIATE BEARING POINTS !ME 3I5 -80 AND 3I8 -83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2' -0" MIN.). PRESSURE- TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR Dote PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS MASONARY (2' - MIN.). LAP ADJECENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF 8 ") AT SIDES 5-15-02 AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ` ______.__`____ SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. THIS DRAWING IS coPYRIGHTED ANp IS To BE USED SOLELY srw! FOR THE CONeTRJCTICN OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERI WITHOUT THE WRITTEN CONSENT Cr BROoKES DESIGN INC_ WRITTEN DIMENSIONS SHALL TAKE row CEDENCE OVER ALL SCALED DIMENSIOF S. CONTRACTOR SHALL VERIFY ALL D!MENSICNS, CONDITIONS ETC PERTAINING TO THE WORK BEFORE PROCEEDING THIS OFFICE MST BE NOTIFIED OF Arty VARIATIONS Mal THE DIMENSIONS MID /OR CONDITIONS SHOW 52 ON THESE DRAWINGS. ANY SUCH vARIATION SHALL BE RESOLVED BY THIS OI*ICE PRIOR TO rROCEIDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAMH. i D sly /4 . ♦ 'I ' * 0