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HomeMy WebLinkAboutPermit D02-168 - RYAN WAY SHORT PLAT - LOT 1 NEW SINGLE FAMILY RESIDENCERYAN WAY SHORT PLAT -LOT 1 10709 47T" AVENUE S I - ,- . k.e..r ( , .. .../ ' ... ,' • ',. i 1 !WM MICRO COM 4 1 SYSTEMS L T D . i Z l z ' ATTENTION 1 ii_„i cG 2 6 = , 0 0 0 , {1 , co 0 co w LU 1p -J F. i U) ii_ • 0 1 ICJ 1 4 1 g = I i L.. < il CO D - a 1 i ,... w I • z 1 _ I- o z 1- ILI u , 2 M D 0 1 C..) I ' 22 i o 0 1- w i i 0 , o The next image may be a duplicate of the previous image. 1- , z \ . Please disregard previous image. Please disregard previous 2 images. . \ , n Please disregard previous 3 images. . — Other: ii :=J I 1 ,-5,,,,:),„,-/:,,, ,,, d z...-.L.-1....&t,,,,L, ..i i ... 0 , y , . ..,- ..1 .0,----gc,?3 1 tyzil..-,ff,: .,i , it ...,,,4 4. :,1 q4704-1,To: s.„...... , ...., f'''" 1 a s' ij , , ', .'-..***''. ■ \ 1 , RYAN WAY SHORT PLAT -LOT 1 70709 47T" AVENUE S \. • t i +� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ! ,_ , — I �- * . 1e Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • Ael�rmttscea = - r S. 4".& ; Ci t y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 5476800068 Permit Number: D02 -168 ,i w re ai Address: 10709 47 AV S TUKW Status: ISSUED QQ g Suite No: Applied Date: 06/19/2002 U UO Tenant: RYAN WAY SHORT PLAT - LOT 1 Issue Date: 08/23/2002 co 0 CD ILI JF ' 1: ** *BUILDING DEPARTMENT * ** u) u- 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 0 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 u_ 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 H (206- 835 - 1111). F- O I 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w w 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be 0 maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w w Documents shall bear the seal and _1— U signature of a Washington State Professional Engineer. ~ u- O 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 N rating thereof. LI. 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 a °ice and the Washington State -s -�� Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. - , 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. ,: 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). r:: x M i 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). . mss' 18: ** *PUBLIC WORKS DEPARTMENT * ** "'' 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of , 1 work at least 24 hours in advance. 4 4. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be ,. 1 underground from the point of ti connection on the pole to the house. 21: Any material spilled onto any street shall be cleaned up immediately. ',2 . r doc: Conditions D02 -168 Printed: 08 -23 -2002 g, s r,1+... N.... — +.ti.N .x.s.rS saru r.w.- .. .. �... r .o u. %M.•Y' -V.r »....... .............— w ... w tt..a M:;.¢1C »iYiY*MM'W 1.'ny . — t - - -- -- — - - - , t - + r - F _ •, .: �'„ „...,,,,.,,u.�... .. ..exn,n«. weer: rmw..+ N7a+ xilf! YYMfi�IYdPT +'1M.fik,+'�iiR'AJ/fF�!;At _i , • — - — -- - - _ - • _ ,r • . • (4) r-~4, City of Tukwila rsof9013 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Z Parcel No.: 5476800068 Permit Number: D02-168 re W UNCOVERED DECK AREA. u PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, ACCESS, STORM DRAINAGE INCLUDING INFILTRATION W TRENCH W /OVERFLOW, 3/4" PERM WATER METER AND SERVICE, TESC, AND UNDERGROUNDING OF POWER. LAND g J ALTERING UNDER PERMIT NO. D2000 -358. u_ 5 'a = W I- = METER #1 METER #2 METER #3 Z F- II- O Z I- , ui tu i Water Meter Size: 0.75 0 0 2 D Quantity: 1 0 0 0O 0 Water Meter Type: PERM CI- , W Work Order Number: 5204J02 H V Q W I•- i — O ; Connection Charge: Y $60.00 $0.00 $0.00 Iii Z Installation: Y $250.00 $0.00 $0.00 U �: Additional Install Deposit: $0.00 $0.00 $0.00 1= 1 ^ Plan Check Fee: Y $10.00 $0.00 $0.00 Z Inspection Fee: Y $15.00 $0.00 $0.00 • Turn On Fee: Y $25.00 $0.00 $0.00 , Subtotal: $5,335.20 $0.00 $0.00 \ . . . Cascade Water Alliance (RCFC): ?? ?? ?? ?? i TOTAL WATER FEES: $5,335.20 AV. , 4 ; L f ., 7F^`' • it F rw, .x. t ,, t'� M' kii y ', 1,; i 44 ' 1 doc: Miscperm 002 -168 Printed: 11 -06 -2003 ° t^ , r wwlAryiWnttNe1^N+'.wi ^z -e ..,.. a .- w. . w.aY^M «.•.� `'.+. ^.u.^.^.. .. .. .....w.... -., .» irr. ^ ...y.... . ... .... ....w . .+. w. r .wwY.UW74 ?'.kktLF:d`xZt!}Ydllk +i1 i •0 ..was. CITY OF TL WILA R STAFF USE ONLY • 4% ,1 i P Center `` � r1' = Project Number: \ � „ X 6300 Soutlicenter Blvd., Suite 100, Tukwila, WA 98188 ,1908 , (206) 431 -3670 Permit Number: DO� I I (A 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 Name/Tenant: r Value of Construction: I Lilo et S hr, N-{- p .1- - c27 / /3o Ci ©O Site Address: - 7 • -7 {� Ci y State /Zip: Tax Parcel Number: 1 /0 • / Q V `J�> `.' . . -C) 'U 0 --.& Property, Ow ;r: Phone: 2:f- is A A ! IA .2 06 c2 (- c, 2 Street Address: City Sta e /Zip: Fax ft: 50 A - r t lD � � ■ I roc, o? • v - 3 Contractor: i Phone: -S I Ye Coivs-i- rud i ©4 0 6. .575 / 5' V 7 Street Address: City State /Zip: Fax it: © )cs.. a • • or, . it i J .. Architec : Phone: --I keS Des ( c r au6 S 3 /W Stree Address: City State /Zip: Fax #: fo fix' 7 48 0\4.10 (e. (9( IIey, euti- 9e° s 8' LAPS 4 43.2 S okk, En eer: Phone: /a / Al OL, ) /m J r , 4 /- 2 5 3 9.2 c oL < cS zz Street Address: Cit State /Zip: Fax it: /00 :�r'4 S'4r -eS .- sSrc 8 0.7 _Sid- "5' -- . - II- z Contact Per on: / Phone: Q 2 C `I o vv� (1S Fo.s4e e__ o V 5 b,f 2 v r et Address: City State /Zip: Fax #: 0 0 c l b (A4 k( e i 2 BiuJ ' 106 _cre4- (€, ? /Ke ;'o £ '4J V3 i co W Description of work to be done: I f) J 2 i i 6 :9 4 c'S - r u,G T/ fl ✓1 n PI.C) S"/ /) r e "("4 vri l l j�' tL e s 14 E' (t c e 1 / W O Type of work: 71 New Single - Family Residence ❑ Addition - Single- Family Residence 5 CI Interior Remodel- Single - Family Residence CI Residential Accessory Structure* c in Remodel /Addition to Accessory Structure ❑ Garage(s) I W 71 Deck(s) - Covered & Uncovered El Residential Reroof Z = F- Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z O w Existing Square Footage for Structure: f4 A- sq. ft. Dwelling sq. ft. Covered Deck(s) 2 j fq A sq. ft. Garage /Carport g A- sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 0 0 co O - Proposed New Square Footage: a 6,'7 0 sq. ft. Dwelling rq A- sq. ft. Covered Deck(s) CI q q o sq. ft. Garage /Carport N A sq. ft. Accessory Structure(s) a d c sq. ft. Uncovered Deck 2 W o F- — Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 2 4 .3'V , Li_ ...< *For an Accessory dwelling, provide the following: W U = Lot area Floor area of principal dwelling Floor area of accessory dwelling P O F- • * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ' , ' (Additional reviews shall be determined by the Public Works Department) ` • ❑ Channelization /Striping ER.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: Sanitar Side Sewer #: 1 ❑ Sewer Main Extension 0 Private 0 Public ►; torm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public ' ,Fil Water Meter /Permanent # I Size(s): 17/4 -H Wo 4P 5;1o4 oZ • Water Meter Temp it Size(s): Est. quantity: gal Schedule: 0 - Miscellaneous U » & G( �rrAWG Of 1 4 " h . , Value of Construction - In all cases, a value of construction amount should be entered by pp figure the applicant. This fi 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- . pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall 1:'..: be extended more than once. ;r � Date application accepted: Date application expires: Application taken by: (initials) I ; • PP P PP P PP Y� (� ) I �_ — (o- lq -D )-- l a - 1 o 2- Jcco -- { :.. .., PLEASE SIGN BACK OF APPLICATION FORM . / IP,; J . ars yam SFPERMIT.DOC 2/13/97 ! I ' Aft -- irr ALL SINGLE-FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE S BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY ,REGISTERED ARCHITECT OR PRC SSIONAL ENGINEER MAY BE 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 SUTED Copy of recorded Legal Description from King County ❑ C7I Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ in Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 - t 0179 for servicing district. ❑ Tr 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: ❑ a 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, Q downspouts and foundation drains, and where drains tie -in. • t Z 7. Parking plan. cc ILI 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 shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). cn u.. 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 ❑ Foundation plan and details Z I— ILI ❑ 0 Floor plan F— p ❑ CI Roof plan • uj O CI Building elevations (all views) v o Building height N ❑ a Building cross - section W • W ❑ L"1 Structural framing plans and details necessary to completely describe construction ❑ CI Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z h- 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 submittal of permit application. ❑ , 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, Owner /Authorized Agent . If the applicant is other than the owner, registered architect/engineer, or contractor licensed I�, I; by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtarn the; permit will be. required as part of this submittal. i i vow I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i s ,' BUILDING . OWNER OR AUTHORIZED AGENT: � , �, is fl . Signature: Date: „„,1 Print Print name: Phone: Fax #: Address: City /State /Zip: SFPERMIT.DOC 2/13/97 Ana _ �: - _ .. _ '� . - \- . Current Pmts ' � ti BUILDING - RES 000/322.100 1,889.75 INSP FEE - SME /SSS 402/342.400 20.00 . ■ '' INSP FEE - STORM DRAIN 412/342.400 15.00 , INSP FEE - UTILITY 000/342.400 30.00 . PLAN CHECK - UTILITY 000/345.830 30.00 I PLAN CHECK - WATER METER 000/345.830 10.00 , STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/388.102 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 250.00 , WATER SPECIAL CONNECT 401/388.101 4,975.20 {{ WATER TURN -ON FEE 401/343.405 25.00 'k Total: 7,324.45 3 j K r J � tFrp,� � :i f y�■,�p��di'. i' Y i t ya , ti s l r.� • ... :1.6 UAL. 14":': fi r . .) . doc: Receipt Printed: 08 -23 -2002 ..L.Z.0 - ✓ - FW 1 R JR/ Cit of 1ukwila , 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (206) 431 -3670 I `: Z i RECEIPT a 6 l ', Parcel No.: 5476800070 Permit Number: D02 -168 U0 N 0 . ILI Address: 10729 47 AV S TUKW Status: PENDING j E. Suite No: Applied Date: 06/19/2002 1' ; Applicant: RYAN WAY SHORT PLAT LOT 1 Issue Date: w O E 2 ; QQ f? Receipt No.: R020000812 Payment Amount: 1,228.34 - LL !; Initials: KAS Payment Date: 06/19/2002 09:50 AM r = : ".. User ID: 4 1684 Balance: $1,894.25 ?i.- 1' . Z o l', • tfV uj Payee: THOMAS C. FOSTER 2 = O . !: U o � ! TRANSACTION LIST: _ W I ' Type Method Description H U : i s A u - � , # , Z 1.' Payment Check 1139 1,228.34 U co i = :. 1 o Z 1 . ACCOUNT ITEM LIST: 1 Description Account Code !` Current Pmts 1 PLAN CHECK - RES 000/345.830 1,228.34 Total: 1,228.34 i . E , Rti. !; \ .4;t t , ; :: F r y tie llil—rnr / r tilrVia t g , 1 i i 't ,,r., 1 �1 doc: Receipt Printed: 06- 19- 2002 ` :.: . ... _ .._ .., _ ..a::..i+:..;}r` ' . • ;,.'iiyit,,..: a`..'e.n , t4- ..4i5.0 n ;.-i7r)t‘-:t/ ..N c,nA'ic.4.. , - . . __.... I ' • --.....-- - , -... ..."- \••, ■ .• ../ .... J. — I — - . — . _ ,--- . ,- _., . _-• , • Z < . mi- . .....z ILI re , 5 - ;,. , ,:: ,,, :i. : : i ' - : - :- . '; , . AnnetweimenizeNSMISMORMIMMSIME4 I ' e" . -- -‘...;:r - -,-, . i ..., ... ) • z < . 4— Z W re n 6 5 t f ; ,:ri. - . ,.:. , ..;: - ...:t1 , :i„ - :•.• : . ; :- :,.• . -:- .77 . .- - ,, r.7- -- -77 /--, , -,..- "i" ' -I 0 0 0 _. ;14' U)0 ,...., INSPECTION RECORD , ii_o . . co 44.1 111 i Retain a copy with permit N2. 60 co LL , 4.. - INSPECTION NO. PER T uj 0 ..,'. • CITY OF TUKWILA BUILDING DIVISION 2 '.: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u. < Pro'.. t: / Ty of Inspection: ..: (.0 :.,._......• F ciA .. • 6, \-• AL." — ...4 (1)f I I uj . , , Ad , res•: u. 9 ,0., ate Called: 77/ i i / • Z 1.— ;:. ...„...--. I— 0 Sp cial lnstruc ions: Wanted: / / km, p. Z I— nlit. : W uj 2 D .:. Requester: l iv---/ 0 0 ,...' C.) , Phon 0 I-- u.I u j ... ' . gApproved per applicable codes. El Corrections required prior to approval. It. I 1:::: — 0 ., Z :: COMMENTS: W ... • U) C.) ' — I I- 7,4 V %0 r witIbov-rf. o 1- • . z.,• . ... , ..- . . ...,. , --.1 ?VA tAiN-L ' i vv f e 1 ,1 h ei f , '.•-,. , / '(. VI- (.", --ylno In 1 - . • ,,. t: ., . *C:• f,' ,.----- •.‘ ,T;,,s7%44.i#41 ..:. ,..„ :. ,:v; !.- Inspector: ( -- Z covt_s4, 6 Date: „ - - 03 tp,-,045;4 pi $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: ,1`4.415rd , . • . )•-c.,...,:,......--...,.....di :.,.. : .''. jew .". ' )';' ,' : ''''-' " -1-4 '''''' ''' ' s '''''' : ',' ' ' . •-::' ' '..:.:-:' ::;':;..:' : " . 1 ':' `? - '!" '''''' ,.. ' ' . - ' -!- : ' '''.:" , ' . .: ' ' ! ' , . • ' y4. 4. ,,,, m,;:.;,1&14::.-34.41; id,:..::,..4;,-. ,.. . ,:f J.,....16:.eiis:q. t ,K. , v iv -.'. 1 , ■ ! ''. I - . Iral ..V % / ■r. -_ ( 7 r r- ` - - -- ' : - - , • paid at 6300 South Eenter Blvd., Suite 100. Call to schedule reinspection. ; : wa, A eceipt No.: Date: ;. ;V) L 1. j ti • r : , ), ^ _ t > _ �i 1 . I�": : ' ; ,' I 1.� .:�1, I,�. 1. r.�i i : AAi e r „7,.. fie�. hp. >!:e • t . ,... A r . , ..�. r c+�.:`:l'". t ... . ,3 . ..'..n..r_. ,1;i.1.1t. . . i 3 S , - ! , . ,t � �j . ,.t t. :i'ti� •` tE ia : u %1K:fi itf Lvfi .trcw ' ,.•f * .a. f: �� jt�;d 2 .M,. !ids . ' - . ■ -- . ■ ' "` t �� �4QI ai i� � -. - 'V_ • _ , , 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 LL. < . ; Pr9ject: ...s . Type of Inspection: , D D a ss Date Called: . 0 ?1,4-1 1-41 f" ;iv ( i I Addre _ I— al 10113 q --1 / ) S b . 1 1 Pi , : Special Ins uctions: Date Wante . a.m. , I— 0 Z I (0 I p.m , al ILI . 2 Requester: , m -, .. LO 6 ..: D 0 0 0 ) . CP- Phone No: 0 1 — _,g-o (._, —c-I9 Z- 52 2-1 .., w uj I 0 I— r - ' ]Approved per applicable codes. 'J Corrections required prior to approval. i— _ _ . COMMENTS c".A%e w co • 0 c 1— \ e`e— i Oil (C- 1 1 rocP PI./ - +A./ la 4 ,.. . - , rz I I-- . 0 Z : . S-0. a .n..._„,..i) 1 .-- ( O1./#:- . . , III (9 00 . r: ^ iv -e 13 lot k- i3 0, k eu w‘ P N.3-ri it,Jei44 :', 'e. 1 1 1 A ;44 dv-c if-P (( • \ rD A. D. sctp,e. rp% 4,6,4 -( C...) % /'e' .: , , 94.,Q. a 0 ,„ ti.3 ; A kA ...4•%.35te../4evi • . 2..-..- m.--i - • I I , 1 . . . I i 0.. ! 1 : ...:-.\\ .,.............. rg " • c Irl s tor: Date: . Ok're kit , 4,v......-- ) ,...„......, 6 / ) 5 / ti ) i i 4V74 41;- ■ 117.00 REINSPECT N FEE REQUIR D. Prior to inspection, fee must be ; t Old at 6300 Southcenter Blvd., SuiW 100. Call to schedule reinspection. ;17.cf.6204 R_c,ipt No.: Date: . I WO e '14 ,f,‘ era t i me L.:„.,- , ,........,.., ,.),:,,,,,,,, . .i , ...i.:t.:: , ;;'..:.,,,,,,,.:' '--- -''' d 1; ''''''''''''"•% .1 . 4, ' i • , i .- ' , . '-;.. . _ .-. , 1 P t . ' l!tor Date: — --- tl,,- -, /a /03 7 47.00 REINS ECTION FEE R UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. .,. Ao , Receipt No.: Date: . , Al• i-„,, . , , t ' :•.' ' • ' ' , _ . , 01: `,'*. V■I'A ::':::: , '.,' , ..i , Er ;4•AlYt.. .'-''' *3 :,!...1•,!:,; : ! i . '`''''' 6 ite;:ks■tdV$6` , 4:?.i:Y.ea.lh ,t ) , r% ■'' ' '''' . .., 4.m. ■ p914;4961:.; 4;!t;';:; 1 . * v ,., f • -..".. i ., .0.. -t_ - .., ■ z < . I l''' )... Z W r‘ 2 D ...i 0 0 0 : . . . . . W Cl U) LU INSPECTION RECORD • . Do -169R Retain a copy with permit • 0 i INSPECTION NO. PERM! . w 0 ,. '',,:. • !.. '' '-'-';,•.:.,,::-,,,... r • i .::: • ' ' — , 0.; ,•1 ' 4 KA \ . insp or Date: ttrAli .,p„ .:. ,.. , 1$47 00 REINSP ION FEE EQUIRED. Prior to inspection, fee must be , ri• b, ,, ir paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 0 ,KRFA ri , . t 0. e ulliompsampanol ' i 111;4•Iii , , '4' 4141 1■44 ea41{,Ce:%'.:;' 6■ b . -_ I - _ . r-- l - r-- - • r Z W CL 2 6� 0O . r INSPECTION RECORD Y W ' 1 ' 5 la I l �wY W O Retain a copy with permit � 0` � `' g • - INS PECTION NO. PE:MIT NO. , to I . I - j . - "A. ./..7"-- — ---C. r 1 z Z IU Q Et 2 J U 0 0 INSPECTION RECORD / CO i Retain a copy with perm P ' i / J INSPECTION NO. PERMIT A) (r' O U. W .: CITY OF TUKWILA BUILDING DIVISION • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pf9ject: T y p e pfrin I A dre C / Date Called: _ I — _ / ° 2 - i Special Instructions: Date Wanted: / . --- . `a.., _ p.m. Z O // / 02_ Requester! 2 n ` i )(i � V Phone No: — UJ HI F. H � Appproved per applicable codes. El Corrections required prior to approval. � , IL — O CO MENTS: Z LLI U = co 1 i �Cp-/-/Uv c � re l ) o 3 QQ-"4 Ig fe t ..,/, 1374 . . tip. vce, • t l . I •sp;�•r: .C4 G )&LA. [date:, /— / j 7 ;P . «; i rm 47.00 REINSPECTIO FEE REQUIRED. Pr r to inspection, fee must be r paid at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. 1 Receipt No.: Date: ,-,, *' ' r . i r `.. 1 � �+Hxa•46i:4N __ 441,:sx.•li,„ : ,`T." t .c'':.. . r r .. . , 'y... :LY; ^ 1:.ai� ,. ,.;e,:.,.''.-- t:.. , ,1.74 _ , »�: ...0 . . 1::�.x. ^•..,� s4.7 _Y�� •1���"1S u w,; , ,; rk.'�,r?r�S,;:,.kYi��..a'.:„t,:\; A. 1 111■11■11..........M.11.7 --- --•■•• . ... ..., . ‘..., .4 ...I . ... . Z < . • X 1.'. 1 Z ~ LLI . , .r Z 1-Z ui {r :,awY :.e s ce r W • 1 I ' * r / 00 CO I , � l INSPECTION RECORD . ' ` w = ;f •., Retain a copy with permit _/4 j0 \ I J 1— L k , 4 INSPECTION NO PI IT NO. — Q ' CITY OF TUKWILA BUILDING DIVISION =I • ", : "• 6300 Southcenter Blvd., #100, Tukwila WA 98188 (206)431 -3670 g 5 , Proj Project:, T paof Inspection: /�} j� / N a ''';' R r / � , �'C , /-ou A) P , !iL/t"7 `- 4 5 J 1-. = W >. , Address: / Date Called: ■ Z Z } E, /1779 74 9 --73-G ~ Special Instructions: ' Date Wanted: � • m 1 Z Q 9 /. ' l.1 p. m. i w W - Requester:! er: ! V 0 5.0e i P h ne No �/r �� 0 H 0 -;c::., . oiti. l ' 6L /C/( (a't > 0v S J w w I _ Approved per applicable codes. Corrections required prior to approval. 1 ii., ~O Z '. COMMENTS 0 N h _ 4 . ot)0 G oh Fcx, l 4 1C, ' � W1G1X11 V� O ~ iti _ Z • '' P V' l cnn -e ` - t ` r Z) ) 1,nC(Ar toy, `-- -c) d`k i rY I 4j aov�c'� 1 In �a � 1 t 4 • a Imue t ,� . • ?PV t\me�c�r - tUilv.� a tt�,� wit �� S > 3 •' .; ), . i 7011 m, . 3:. Inspector: T Date: f :kf /v a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . . „.., ;., ., paid at 1 300 Southcenter Blvd., Suite 100. Call to schedule reinspection., , k • Receipt No. Date: ?�,: ` s ,. _ .,,.. .. LT..• ;.. :, :, -. ..i.4.,. f:r.... . ?': f.. , z �a 1 r "' . F.s rL,4, r . y�y4sr;, , "}:5k1( :. {. { s.i t '^ Fzw , .iLzn_.kF'S �a. , I - ..-- . - -- -k.....: - / -- --- •\ ..... • Z < • , i I . .1- tu ‘:: J. _. :: ...:'::-...':: ' ; 21: ' '-.' ' ''''.. . : . __. rt i \ ' 6 ri;3-, : ', , ...1 (..) , (..) o , „. „ . u) 0 u) IA . _ 4 • , INSPECTION RECORD DO''''ilog UJ X itti , •• , .: Retain a copy with permit co u. 24•,,.' ,' -..•.,,, ,. ' • - INSPECTION NO PERMIT NO W 0 2 .. - .. CITY OF TUKWIIA BUILDING DIVISION . g - • 4 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 ti. < V!,-;,*. ::,-.• , ci) P .Proje t: , Type of Inspection: Oii /Vai . Lot i fro OtL4 ci . x tfi:": : Addres • Date called: -:: . .. : -::,, -/ 0 nel to v S. 9- et -aa ,./.,s, . . i z l- ; Special i nstructions: Date wanted: 6 LU uj C::: btterili 4pm 9-16 p.m. . , 2 D D te::',:' Requester n f ,- i i 0 co ' V.,'. : ; - ' DOio ,1-012ei o ea 1— , I 0 I- 1 -- .., r ., - ..H . ,,--, Lj Approved per applicable codes. Corrections required prior to approval,- :-- i Z ;,.-:,:,..---:-.. -- i tii co igg.:;,:-'--! 'COMMENTS:. r: : C.) p y ....., f I- • v- i oC 4 v pP COI/rkitc4 0 rdc, • z "ks'!,:..,:•'-' .. - P ,: SA r 1 V1C, . g . , :...: / 1 61 ' 3 (A )01 Lc 0- hn ow.. i 1 , . 4 bc5A-A0 INN e, C -P- all, v, re ri- ,.... , ki.,: - . 4-0 1,-e <8 " se lot)) L..) if.di-i-uyiop d 1 . . 1 ti .. • so; 1 V:i..' :• • i L -A-c) pn u - r - ' S90u L I \-\ cf tC 4- 1v.) uce. q v‘orY c i 6 vote- , I -e. weetvvot , • : , () r t / ; 14:elth ,,t'• f , •,. , -.\--ne7-4- t 1p\c, 5 ( , , ltt wk i I cet: A190;;.: : i ..... : . • ,t,‘,... ... . .:.,,,,,, 4.:.-it . Inspector: - Date: L El • q I 0 6.2 wi tlittl ... , t.t.. . - $47 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1-,..: • . ',.:: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...... trf Receipt No Date: 47.001•,L75, '1 •;,:.. 7 4 . g .„- trz-...,.:....,1.) ,10141C • • .-- ' ---- ' - . . - .. . . . - :‘ , s 1: , ,,...,,„ ,:..,,,,,,,I.,..c.,...,,Ii,,,,,,-..-,:„ i I - i . - VJ -- .. " . c • z S Z ui Uo . N c INSPECTION RECORD u) W J Retain a copy with permit V 02 ! I � � u) u INSPECTION NO. - PERMIT NO. -, O CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g a Project: Type of Inspection: N Ryan Way S }or-F Plat ii n = u1 Address: 1 Date Called: _ �' I07oq 47 +4 Ave S 1 1 — ' L Z i Special Instructions: Lot I Date Wanted: 1 1 r , a.m. z O e ui Requester: p D 0 Phone No: 0 N 206-- 992. -52.21 0 l - W W r I- - Approved per applicable codes. 0 Corrections required prior to approval. U. I— COMMENTS: Ij t o //764" - ; t 1 1A- X (AP44 � Z ~ • S 55 • 5D S IB 1< ( v 14 &dr { iQ \ fti 1 f „.. . 4 Li 0 I • ,''iy 3 • Inspector: cry V Date: r( S §„. , 1r" k .... , „ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be &10.4, + paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,, 4,• ,; Receipt No.: Date: fi ,i ' Y S 1 • I — I' —1 . -/..-/-- —. ■ 01 • • z • t1I ' 4... W re INSPECTION RECORD w 1 Retain a copy with permit U2 —)' e cn LL INSPECTION NO. PERMIT NO. ' w 0 CITY OF TUKWILA BUILDING DIVISION . 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q u. P oject: 4 iii Tpe of Inspection: U) d ' w Addtess: Date Called: Z 1 )O7cq ti A. S, tic 's, , Special Instructions: Date Wanted: , ti � a.m. lZ I p.m. Lu Requester: D p dt SP /2 o Phone No: CI I_ 7VC: cei 2.. S i.-2-/ w—,,, ,� � Approved per applicable codes. Corrections required prior to a iH PP P PP � q P approval. �- Z t; M,, COMMENTS: V N H Z le/9P) D. S. ''t. ;d J A (1 f . . € / 'l lt'.f _ • I ■ ,vim �t t t t.,,,, rre..,...1, .4 6u. c ... /vie I t4 r. p-: 6 a. 6 . . ... ,,, j E ig Inspector: . Y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be `�� LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .,, F Receipt No.: Date: 3 z 1 ,t t J 1t,0.. .n 3i'i Y'^' w. ti .� SI "rtt. ,5:.',S,r. IA. : +'''''':; c"''''''�''' '.. ' , ,''''''.'<!'''''' ; s ':i�4'''''`.( ';'''''''''.7.(:"'''''' r:t1 t, 5,�y��)� ��5 4�� � �'�...:.t{:�(:•6.."y.:Q.� �q:�.,�._�4 i 47'' .�,`f�p, +n�ly;��t�ji,��e ����g+ d�`J� k =�x�• i >t rr c 5 �i` - };: y F('.+�r,,{ ""''n N. w�u ur1ned'i.. .c . r .. . Qk:W'�' yr � 1s;t.�...°�Wi s^Ya'.'''r_Y".z.J� ..'+ f:'c s.', '!?�.'.�'tWitil..:'Irbi.��l�dl. � .Jrr Si'�tiYr�.J" . ^�'''�'.'•.s7�'"+,:.JJ. �r.��v:z:.:iT'r 7�"�,. �la I . . _r . . Z • HZ , W ^^.C't• -,' ' . 4 - -- •-,..- -- P ___;_;- 4 - • 0 ..- .. CO o . I NSPECTION RECORD w = i. , ^:; Retain a copy with permit cn o INSPECTION NO. j PERMIT NO. 111 '' . 'CITY OF TUKWILA BUILDING DIVISION tr 6300 Southcenter Blvd., # Tukwila, WA 98188 (206)431 -3670 u. Q P oject: y e o f Inspection ❑ ,. S —e w cn / =W Add ss: Da a Called: Z = 67 a7 G f - 7 dit. cumarci ,_ Special Instructions: Date Wanted: fl a.m. Z 1— p.m. la W Reque ter. n ❑ 6 ' / Z o u) I : P hone No r CI I_- �.. � 70(0. qqL Z11 WW I— I: t . Ei Approved per applicable codes. O Corrections required prior to approval. Y-- i Z COMMENTS: ; i iii (0 A : U = ' l i 0 I-- • 1 .k#19 ' I / V ciXe-i4)Ar r A.,./k Q144/2.6 --.:, ,,, . 1 L 1 4 , ( 5 . 6K. % 1e /� d . /9 L C t vi . �4 /— E 44. A,, o a 72) r —. i Inspector: s Date: . a e, 6/57d; 1 0 x 47.00 REINSPECTION FEE REQ4IRED. Prior to inspection, fee must be ert , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori. Receipt No.: Date: , 7 . I �Gyb qt.w '' A st i : 's'f.' • «k2.9•xr ' j„Yi.'rs R f L +(•.• k,a Oa. '9"x%tf4i;Lfvi . l; >ikal'ri .> .,ihi °rtn?. XeSr° Z 1— Z r4 2 6= ;.s _,r- .•T.r.- ;. ;.' • . .,.. -. : ,.., ...:,, .:n -,-, ,,• „,„--- ,- .., c•--- g-- ,.v,•� . e rT J U N 0 INSPECTION RECORD J I Retain a copy with permit "��� cn LL INSPECTION NO. PERMIT NO. W 0 CITY OF TUKWILA BUILDING DIVISION 2 QQ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL Q &/( ect: Type of Inspection: N tat q S ?o- I S 1 : Adress: Date Called: 1.- I Jo 1 l `f 7 ,4ve •3 a6, /9Y/03 z1- Special Instructions: Date Wanted: a Z O () Co � s� .� A /03 ., W W 2 D Requester: l U p . t< l (_ K hee £ r) I (, -( zY O N Phone No: / O H e90 • Aga - 67l/ WW IV Approved per_ applicable codes. 0 Corrections required prior to approval. ~ O Z : COMMENTS: W N U .... \. ' O ~ • SS b / . Z „ • 5 . ( 516(.1. L /2-6 �; C/f.A P fi b7) 6" 04 S ' f Li Ax'/ A e-t r r 4Z d o .4.4.„ o it 5 7 b /iet fr-4-k. 91' LL t' Ali . l ea e C . ' C y . G T'S,: 1. =Y , 0, n : • i 's,' 1 - F{ : ,� ' fir -' � Inspector: Date: �Z���'3 ui V 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Ai ' • „.) paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ` - , Receipt No Date: - 4 r' 1 1 ► ( J. .-i - -- - __ - r - ' • - .i .. -- ,- , \• ` l .. JOB: Fosirg l es. • BY: R .'$ • DAT$: 5`)29/c22. z iz ' PAGE G1 OF 1- w re 2 V • UO L ATERAL.STRUC TURAL COMPUTATIONS 0 W • . FOR THE F TE g Es •' N � ` ui O g ... . 0 _ CI IY' �;F TU t�� W CLIENT: Fo STET . : t Ot4cO z � . r,ar, t— O J �"� 2 , 9 W W OASIS FOR DESIGNS • ., _ _,-- o 0 1 ;7-7 x4 ,t 2 Upper Floor Main Floor LATERAL X JOB: R TER 2E1. DATE:oS /Z.e% /ee Pw @15' = 13.2 psf Pw @25' = 15.4 psf Pw @30' = 16.2 psf WIND FORCES: 1 4g/S' Fx -x= )s 'tT..f $ )2 x 42'J t[13.2114)< 9,Sic36'J ._. /2.2 k. aeaF 9.2 f C 2nd FY-Y= P$4>4. ►i$5o ! /3.2 / ',P4-1`.SX 96 =l4.9'k ■ r lateral quake roof JOB: Fa STER 1 ESI,D EMG. E DATE:a S) l /o 2.. WIND FORCES SHeaR WALLS IN X -X DIRECTION Uwe Floor 7:7x' 62cA21) /9..\ (V @ j) _ 3l#3.5It8t9.3 ' _-Kx (zz %z'i (WIN)) `f' +3751f4,7i+ 2s ..y,�, • 21/ Fwx -x= ` • @R.00f 3,6k • #, 1 .f3 V@ x = (WIN )) Main . ; loor V x= 9 S 5( (I 73b') + 3, 6 P( (WIN: )) 3,SA +4,5'+ l6'4 # pS I �• -Cxac(9 1/36 A V @.— (WIN] 9) l Ga. 9-5 Fwx -x= 9,5t� @Upper V@ ry -S x e_1211365 ,F-9a nWnvi 4 + )2 3.s�t. ( ) � 3 q. y.7- ` i 4-iI 1' 3E).51 MIN▪ N )6.75 wacY 'f`�s'*� "°n.•a ti+, • °+tt ei egg -- CC 2 OJU oo• N 0 Ill J CO u.. WO LI S.D.O W Z =~ Zo W to U� O N O I-- Ww I LI Z U O = H z . — + - .- — . _, I 1 7( 9. I I JOB: Fa6TeR f 2ES / P EA/re i LATERAL 7z 5/2 9/6 2 WALLS IN Y - Y D . �TION. z . . i— z • (' rn; in • 9 . 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OW4E) 2 / P . li j 0 . . 11 r. 2 4-1 •i . g 21 , u. a , . . ' • w D • . I a . . 1- Lu . • V@ x - • II i _ . (QUAKE) • . . • 1- o z 1- In La 2 D . . • • n 0 . , 0 0 c -2 a E- w uj i 0 1-- ___ P • L-L- ___ • cu . z Wain Floor , i Pi< . o Fq x-x = 3 . #31 -= • • • . @Upper A 15e z • • 3 9-6 /4 (3.. 1 9 1@ x =. . . A 36 7L-9, 0"/ )< 6'2 ilc = #ti, . • . .Quago) 3CP. .S ' . • / . A •., , ny . ? ,?6 x c/ 7 73 V) /. 79- )‹ . /2\ = .r..- __ — )0 G * I I . ( )u ) , . 1 4. 7-5 ' , 1 . ,.,.. 3.9.6 ) ;t( ) 2- Ae2 ' ) A' , S 5: 9 l 1 @ x= • i* ..7._- SS - • ." 0 MAKE) ' 1 _ 2 2 S 22 . S ' e .t.gtv., , linitV' -.A • 1 , I - ..-- . r ....., ..... i • . . . . . . . I . • , . . . .• . . . . • • , . . . , • . /9.2 • . . . . • 1 • . .• . . . . .. . : . • • . .. . . • . , . : . • . . • . . • . . . . 1 . . . i . • . .• • • 1 : . . • i . . . . . _.... , . . . , • , . • . . • JOB: ho.STE R RE% . . • 1 . • ' .. . . . . • . . . . . . 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M KS ,, . • f S F • . . . . . - I • I . . . .. • • . . . . t {S !1 . . . . • 1F:, . . . . . . . , . . . . , • .. . . • .• . • . . • , . . . . . . • • . . . , �.� 1 ! ,•..1 L:(•� ! .. . ... w•+ rVmr•.- wnWYlaww, n... lY•• I. MY�Y. M.• AI.• P 'Mb.!g11MI.Mrid/� L . . _ i , r _J — ._ '/` , • ,,I :' '), , • ` • . , _ ... GEOSPECTRUM CONSULTANTS INC.. d ii �5 ;.1 . . .Y:f" ,, ! Pri Alg::) -'i C: /ca/ E, y ir ee r /r9► ca►rc / Ecyrt/ Scienc Proposed 3 -Lot Short Plat z w SW Corner 47 Avenue S. & South Ryan Way D o Seattle, Washington RECEIVE[? U u , Project 00- 125 -01 CITY OF TUKWILA 0 1- , , ; ,,, .�..:�r I u__ o. Dear Tom, PERMIT CENTER z , o N 2 j This report presents the results of our geotechnical evaluation of the proposed o I • z residential development at the subject property. Our work was performed in accordance with the conditions of our proposal dated June 6, 2000. The purpose of our work was to observe and evaluate site conditions and provide geotechnical recommendations for site development . We were provided a rough site topographic map which showed approximate . boundaries of the proposed 3 lots for use in our site explorations. Subsequently we were provided a site survey and topographic map prepared by Dobbs Surveying dated . 7/05/00 and a site plan prepared by Baima & Holmberg, Inc. dated 7/28/00 which were used as references for our evaluations (see Figure 2). No final building plans have been provided todate. We understand that the proposed residences will be wood - frame structures 1 or 2- stories in height with possible daylight basements. �� 3444 ; , # ,+ ., Foundation load information is not available at this time but for the purpose of this : aryl : ; report we have assumed that bearing wall loads will be about 2 kips per foot and that 11:1? isolated column loads will range from about 15 to 30 kips. If actual footing loads L� exceed the estimated amounts by more than 50 %, our office should be notified. k_ >,. : 4 4 I 1 t MP filit ,c,40 ..1 P.O. Box 276, Issaquah, WA 98027 -0276 • Phone: (425) 391 -4228 Fax: (425) 391 -4228 A;;,:4 ■ rcmR�iW+ ur+* wa- rwvr .:e.+yra�m «nOr.T,.n.w•+rnw:�• .. ...,.,..,.. ...,..:. ...., ......,._„ . ,.. . .............:.,.:., <r.... :a+r ltn•r.Merrn- roY.Stht • y a 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: • r F z o Reviewed published geologic mapping and the Seattle Environmentally 6 m Critical Areas folios and the Seattle Landslide Study map folio regarding 0 oo conditions in the site vicinity. w i J H o Performed a site reconnaissance to observe general conditions on the w o site. J o Observed the excavation of four test pits at the site excavated with u a tractor- mounted backhoe provided by you. Approximate locations of the F _ test pits are shown on Figure 2 and logs of the test pits are included in ? Appendix A. 1-o Z 1- w lij o Performed geotechnical engineering evaluations of the observed site D o conditions including a qualitative evaluation of site stability and CO 9 q Y o '- developed geotechnical recommendations for site development including = W 4 design and construction of proposed residence foundations. +- 1 ` o Prepared this geotechnical report summarizing our findings and id recommendations for the proposed residence foundations, general site o 1 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. �k 1 Based on the topographic map provided and our own observations, the onsite slopes 5. ; are only moderately steep to gentle. The referenced map indicates gradients ranging ; �:: from about 7% to 27% as shown on Figure 2. Maximum elevation difference across > rr�,. ; . «r . the site is indicated to be about 30 feet from the southwest corner to the high point of : the ridge. �_ °`.4 ti, M Project No. 00- 125 -01 Page 2 ' N "' , r ,. ... .. .•.. , ,..,. ., .,,.,. n .. Manrw 'tt ..uti nr,,saE.=.ie'::.nY n .. rw..-, . • . .. .. -.. .__ ........,. - ......,. w.n .. aria . ,.'0� ■ —' _, -- -- c_ __ i '- • - - _-., -1 - -- - ,> . _, . 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 i • corner of the property where an outcrop of sedimentary bedrock (Td) is indicated to be Ce • • • 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. development However, with an develo ment in a slope area there is always some risk of possible ~ w damage to your property or neighboring properties due to slope instability. You must understand and accept that there is risk involved with construction on or near a slope U O and you must be willing to accept the risk of future instability which may result in w damage to your property or neighboring property. 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 N a Z events. = In our opinion the construction of residences at the proposed locations should not have z 0 • 0 any long -term adverse effects on the slope stability provided that our recommendations are followed. o • - " o� W uj � Seismic Hazards The Puget Sound region is a seismically active area. About 14 moderate to large w 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 z ��. <,� "' �'. ,'A, 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 temporarily g typically loose or medium dense sands below the water table tem oraril lose strength sw during earthquake shaking due to densification and lack of drainage. Considering the ..,; eneral 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 q Considering steep " due to liquefaction is low to nil. Considerin the stee southwest slope gradients it is - yY �; 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 , • 0 ok �N1 Project No 00- 125 -01 Page 5 <�n • .• .. .e; `•• * l ! w"5 V . V "C3a (.S I vJTln 7•aN .X.: .YY'i5b1U l.WV Y a"e.vt",w •raves.• ...... ... .. . .. ��� �' '.i! -tai: .5.'.' .•:".'.. ...:.. r: .. 5. i . .. .. .. , .. .. ,.. —_ 0 , Foster August 7, 2000 shaking is moderate but the underlying very dense /hard materials are expected to be stable. Erosion Hazard Onsite materials are expected to be moderately to highly erodible when exposed in W re slope areas. No excavated material should be wasted on the slopes. Soil stockpiles 6 a o nd exposed slope areas should be covered during heavy rainfall and siltation fences o o or other detention devices should be provided as required to control the transport of N eroded material. Surface drainage should be directed away from slopes and exposed I.- soil areas should be planted immediately with grass and deep rooted plants to help o reduce erosion potential. Slope areas beyond the proposed development limits should be left undisturbed or re- planted. g ( %' W RECOMMENDATIONS z � The following subsections present our geotechnical recommendations for , spread LLI footing foundations, retaining wall design, site grading, site drainage and erosion o control. Also included are recommendations for supplemental services, final plan o review and observations during construction. w =V u' � Spread Footing Foundations w N : o =. • 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 rockery at the southeast corner of the property should be set widths from a 1.5:1 h:v projection from the toe of the slope ' back of at least two footing )P j y or rockery to the bearing soil surface. Footings should also be setback beyond a 1:1 !:.; }% h:v projection from adjacent lower footings. Footing design may be based on a � '. � ) P 1 adjacent 9 9 9 Y maximum allowable bearing pressure of 2000 psf for both square and continuous footings. f, 1 44N4 , k. d Project No. 00- 125 -01 Page 6 :. •.'. -'.: ..• ..VM * F. aN+ Rwe. Mr. W' .1 }ArmGC.MV+Y.'MVanu•.Nr.'O. *4 .. *#,. Iart fv,+ r.> .r+n........:....,.....m....... .... .. 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 1 /z 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. Z _I- Resistance to lateral loads can be assumed to be provided by friction acting at the z base of foundations and by passive earth pressure. A coefficient of friction of 0.4 may 6 D be assume the dead load forces in with me with ea n con on -site soils. An allowable static Q U passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed natural soils. w i N u_ w The vertical and lateral bearing values indicated above are for the total dead load plus m frequently applied live loads. For short duration dynamic loading caused by seismic or wind forces, the vertical bearing values may be increased by 50 percent and allowable u_ a lateral passive pressures may be increased by 33 percent. = w 1- _ Z F-0 j Retaining Walls w w w D o Cantilevered retaining walls as referred to in this report are walls which yield or move :o N 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. i 0 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 Static design of permanent cantilevered retaining walls which support a horizontal o I 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 1 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. '"-7 F, ; Seismic desi n of retainin walls should include a d namic soil loadin based on at , - -;. 0 9 9 Y 9 , i .,,,, least a 100-year recurrence 0.2 design ground motion level. Dynamic soil pressure '0%,,,z',4'0 , Y 9 9 9 Y P ,, should be assumed to have an inverted triangular distribution. The dynamic soil ` .,:r' pressure at the top of the wall should be at least 17H (psf) for a 0.2 , A <. P P (P ) 9 ground ;; acceleration and 20H (psf) for a (UBC) 0.24g ground acceleration, where H is the ': height of the wall above the footing base. The dynamic soil pressure should diminish ' �; Project No 00- 125 -01 Page 7 , _ 4 . * it be P1k1 g kitfk * '1; a \ ,.. .. . 1•... .. t+i. 'e.df .441'A.adl"'�'MiM4i4!)M'JM1^a. '4tW1dIfi6 1r. ' M+\' \P1QM'Mb/MAW.[J.Mx1nYHrv4.''.' vu ....•. u..e,.......M ..• ..... _ . .. ..... .. f - , - _, '' • 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 , 11 compacted with hand - operated equipment. Recommendations for placement and cc compaction of structural fill are presented under "Site Grading ". 6 0 Design wall pressures given above assume no water pressure behind the walls. We N w recommend that a drainage zone be provided behind all retaining walls and a adequate w drain system be provided at the base of all retaining walls. As a minimum, the N o horizontal width of the drainage zone should be at least 2 feet or 1/2 the wall height, m ' whichever is less. Backfill within the drainage zone should be a clean sand /gravel g c mixture with less than 5 percent fines based on the sand fraction. A membrane of co B Mirafi 140 filter fabric or equivalent should be provided between the drainage zone - W material and onsite silty soil backfill. Wall drains should consist of a four -inch Z i diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per z o lineal foot along the base of the wall. Drain gravel should be washed material with w w particle sizes in the range of 3/4 to 1 -1/2 inches. The drainage zone backfill should be D o capped with paving or 12 inches of silty soils to reduce surface water infiltration. ors w w f .. • 0 Site Grading u ~ o w Z N Site grading is expected to be limited primarily to excavation for foundations and 1 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. Permanent Slope Design: All permanent fill slopes should be made no steeper than 2:1 (horizontal:vertical) and all permanent cut slopes should be made no steeper than 1.5:1 (h:v).�' Construction Excavations: Based on the conditions observed it is our opinion that '�••'� ` " sloped temporary excavations 4 feet or less can be made vertically but that deeper -` = ; excavations should be no steeper than 1:1 (horizontal:vertical) in fill and loose natural .t °t4, °;' Project No. 00- 125 -01 Cmzs,' 4 Page 8 , ;A IN N ,�, i "iW+7A7i".Rt-..., ,. ......:i... v..vw„r >;,.ui Fdbt a.M<dtl d'l�Jriw.ld, ta.... .eswu:f,'rt , tr:w'"w.nt a,...,..> .. .,..,.... . ............•+ . ........ _... .........,..., .. ...,.,...,ma<.. ^r N'.t+.... rst.. ` ,- r s. 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 a z i approval during grading. If suitable onsite material is not available, approved, 1- i imported granular fill should be used for structural fill. Vegetation, formwork and 6 debris should be removed in accordance with the "site preparation" recommendations d o prior to placing fill or backfill. ( uu) al I J 1... Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose co o w o thickness and compacted to at least 90% of the maximum dry density as determined by 2 the ASTM D1557-91 test method. J Imported granular fill should be clean, well- graded sand and gravel materials free of z w organic debris and deleterious material. z 1-o Subarade Preparation: Slabs -on -grade and pavements should be supported on zone al of properly compacted structural fill. Existing fill and loose natural soils should be D 0 o excavated to a depth of at least 24 inches below final subgrade and replaced with o structural fill in subgrade areas. At least the top 6 inches of the subgrade structural fill ° ~ should be compacted to 95 percent of the maximum dry density, as determined by the i 0 ASTM D1557 test method. Below a depth of 6 inches general structural fill compacted LL o to 90 percent may be used. w N Z U Concrete slabs and pavements should have 2 -way reinforcement and should have o IT z 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. • I 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 • . =- -ii: non -paved areas. t . �3, F F t~t' A � P .f. \ I; 1 i .5 ` • u °' n' n i yfN ', • 43 WM Project No. 00- 125 -01 Page 9 r..* .. wnat.S.,,4414,wwwan:*SetW • MR tares:enuVNri rk a.w......,».....,..•,,.�..._. ,. . •.•. .••.•••. .... •..•.•.•, ••••••,« ,.... .... -,<u, .< >.a.m r.rr.�x�lr.y. ate >I « flL�h « ?t ? : 11 !t� . { ■ • • Foster August 7, 2000 Site Drainage • Adequate positive drainage should be provided away from the structures and away from the slope to prevent water from ponding and flowing over the slope. Minimum slopes for surface drainage are 2% in landscaped areas and 'I% in paved areas. Discharge from roof drains and other site drains should be tightlined to the storm drain z system. A permanent perimeter drain, independent of the roof drain system, should be 6 D placed at the base of exterior footings, grade beams and retaining walls. The perimeter o drain should consist of a four -inch diameter perforated PVC drain pipe placed in at , Co o least one cubic foot of drain gravel per lineal foot along the wall. w (f) u_ Erosion Control 2 � a Onsite materials are expected to be highly erodible when exposed in slope areas. No D. excavated material should be wasted on the steep slope areas. Soil stockpiles and Z exposed slope areas should be covered during heavy rainfall and siltation fences or o other detention devices should be provided as required to control the transport of w w eroded material. The lower edge of the silt fence fabric should have "J" shaped 2 embedment in a trench extending at least 12 inches below the ground surface. Surface o cn: drainage should be directed away from slopes and exposed soil areas should be a F.- planted immediately with grass and deep rooted plants to help reduce erosion s 0 potential. LI= o z. Plan Review . o I • z It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have • been properly implemented and to make any supplemental design recommendations i which may be required. • Observations and Testing During Construction All foundation construction should be observed to verify that footings have adequate slope setbacks and penetration into the bearing materials. All structural fill placement Y and compaction should be observed and tested by a qualified testing laboratory to $; verify proper methods and density. Drainage and erosion control systems should be observed to verify proper construction. "G'�' tr C k ' Project No. 00- 125 -01 Page 10 04: . a..x w .,..... .... . ,.,., ... ... ..»,.. .....w.._...,..,,.,m >v.r.Mx.at ur ,a wc,, . .Cukl'^L^:!."•"•".'rk.AYriS +.3:Fri,: ,. ...,... +r..... ,,.. a.t.. .eai.J+ >.3{b %.vF.tgros.9: ; /rAJy4;.. i:i o.e„as,:M?+'e. mxK: - �•• { - .- - . - , - - - , w.. ■ • 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 Z . members of the geotechnical profession currently practicing under similar conditions. , We make no other warranty, either express or implied. re w Variations may exist in site conditions between those described in this report and o , actual conditions encountered during construction. Based on our experience, it is our w W opinion that some variation in the continuity and depth of subsoil deposits and ground iu i . water levels should be anticipated due to natural deposition variations and previous w o site grading. Due to seasonal moisture changes, ground water conditions should be 2 expected to change with time. Care should be exercised when interpolating or - extrapolating subsurface soils and ground water conditions between or beyond our test "- N a pits. = w }. _ Z H- Unanticipated subsurface conditions commonly occur and cannot be prevented by z o merely making explorations and performing reconnaissance. Such unexpected w w conditions frequently require additional expenditures to achieve a properly constructed 2 o . project. We have recommended that addi exploration be performed prior to o N construction of pile foundations to confirm the bearing soil conditions to below the o i maximum pile depth. If conditions encountered appear to be different from those i 0 indicated in this report, our office should be notified. - o iii z Respectfully submitted, i o GEOSPECTRUM CONSULTANTS, INC. Z ft/ ifilicri \-j ames A. Doolittle 4 ti w o vWAs . 1, � 4 Principal Engineer - `; . Encl: Figures 1 and 2 • 0 . lo 7. § ii V ij7/crt) Appendix A .z 623 o, '� .. Dist: 3 /Addressee slow- , 1 - " ' f `EXPIRES 2219/ 0 fi" V , ` i ., ,. n , • 5 "� a ; ""'.t;' Pro ject No. 00-125-01 Page 11 ; vkii:.an .iS6l',. r , .... n. - ....,..... . , - . , . 1 . ,_ `••, ‘ \V• 10 ,.,) ,.•.- r i ,17. . . i ,,, r � o'_ � • � `. �}{� ; • R C r � \ r •,� nn pp Be Pritchett Island >, trim fi • I / N ,,,,,,1 r , A t -,,,,i,a11:-.77: - 1, . kill S i\ 1 1 . 1 : 6 4 41.4 1 1 : 1: 3 : A f , - - ' _-__---,, - . \ , ' , . ' 1 .% 1^, , L l'‘ ' 7 0 i , 1 Agit 1 OA P, I .1 ' , ' . 1 . li Q t 1— Z ) ', ' • :. 7 . --- ----..7.1 - ' , 1 / . ' _ . . . . 1 , ‘ ) 1,4 ..1 .il • 1 .5 • "'• 2 toil I ‘Qa .trA \ - . j\t..-, fatZt ilift . 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Tt. ` Tt �.� T " ` ' _r It.: 1 ! ,' • K rie� I , {+ a • : te a " :. : , • 1 •, � �, ` ,,�,.. :�` - �,' � � • '� . i - ,� ..: % s ..,...":„...t ..:..:., ,...4,,.....\.. ref : preliminary Geologic Map of Seattle ='' t and Vicinty, Washington, by Waldron, ,'•,', Liesch, Mullineaux and Crandell, USGS I r _ir ',1 r t Map I - 354, 1962, scale: 1" =2640' •k SITE VICINITY GEOLOGIC MAP 'L + Proposed Three Lot Short Plat GEOSPECTRUM CONSULTANTS, INC. 47th Avenue South and South Ryan Way CJ 1 :. +'•fir: �'• #i % +' d . ti; `y n ' : 'Z y. i4 4\ Seattle, att W � e e Washington n 0 C,..., z ..... .....::::::::.::. : : »r ; y,::.,:.::::::.;•: {. .... ...:............. ..:: ;: r>:: >'x::;�:::�: ?�: >ii`i:ii:i;i;:i� 4 ?: ?iiLSi "ti: ? #i•`::. :••:•:a.,;:< ±4...i_ � ?;cf ootochnIcol Enginuerinp and Earth Sclonova ' Proj. No,00 -1251 Date 8/00 I Figure 1 ``,' " 'f �' " `A' y a t Vii'` '•i:`•.w.'•�•`�+�'Y ..� -� .., ,..L.�. 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'S "I...! • \ olb I % ./ MAPL / E 1CLUSTE • / i i \ 1 1 01 A - V .,,, 1 'I I i 0 \._ _ _1 \\\\ \\\ \ , • 1140t ii$-•,.,..,• \ ..._ \ -\--\ --- j 7 . I I I ill `\\\ ' . \ "\ .. ...---------= .t 1 3W 60 Fw , \ ...... N ..... .,___ 24-,11)LE" l.,ii 4 IKPIC;1.13;1,11P\ 11 \ ...... j \ " .e II IC ' \ -4baceraz' ::::-......_:; \ \ ., 4 \ ti 872655 W ...6,.. ' \ \ 14 \ ‘. \ \ 1 '' / ri---- - — 101 N. - - • - b ‘ k \ \ / I '' \ \ ‘ \ . \ I 11. 1 A el \ \ .-411..j lik \^■„.- ■ I PAFIEL „,, ' H t/ li 1 I pi ,,, i CIL F. HID. 0 I 4 f Al., 410, - 4 1 • - ..L...,, ,, ref: Site Plan, Lot 9, Merrick's Acre Tracts 'Prepared by Baima & Holmberg Inc. ,.. dated 7/28/00, reduced scale 1 = 40' i. •• .1 OTE EXPLORATION PLAN • Proposed Three So Lot Short GEOSPECTRUM CONSULTANTS, INC. 47th Avenue uth and South Ryan Way ' • .q , A.:Xii•g 4 P , sk ..*,::::.:.:.:.: m.,•4 .::,:r.::v fe:.:•.2.1,..,c.,...:.:.:.x.•:.::....• ../< Seattle, Washington wm::::::,.....,..keis. • ..-7 " Qoataahnleal Engine:taring? and Earth Salconataa ". ••• A Proj.No.00-1251Date 8/00 I Figure 2 'tValtIN ,,,„• gx , , ,, ( � _ r . , 1 . „ - - - '- i ■ — - / I TEST PIT NO. 1 Logged by JAD Date: 6/7/00 Elevation: 89' Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments _ SM Silty fine Sand loose moist brown c J 1 — &/aaDunaant r l' to z _ medium < 4 dense 15.2 ,� w re 2 2 — 6 7 ZI TEST PIT NO. 2 0 Logged by JAD ° i-- W U . Date: 6R /00 Elevation:94' I- i:-- — Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments tii Z 0 — SM Silty fine Sand loose moist brown 1 _ — w/ abundant roots, to 1 p i-- 1— z — 14.5 2 — �i own 3 — _ ML grades to Sandy Silt, very fine v27► arm in 18.8 sti re m 4 : 5- - Maximum depth 4 ft. 6 — No ground water encountered. , ' Y ., ; F 7 — 1 � — g � �c' ? ■ f ib „.v` , PIRA ' GEOSPECTRUM CONSULTANTS, INC. Proposed Three Lot Short Plat h: }}s ■ }' ;> , ` f� � L S '�4. 47th Avenue South and South Ryan Way en ' kLi itfac� oi,u..,,:t ... ..:i M Geotechnical Engineering and Earth Sciences Seattle Washington k 1 . 7,1 A: ' Proj. No. 00 -125 1 Date 8/00 I Figure A -1 • t s pp • . <' Nt: it: r rcq :.,{.r.n::nr:ck.... *.; i.:.....,.✓ .. ......... ..... .. .. .. .. .. .. .. .. .. .. _.......« / r ■ 4 / I TEST PIT NO. 3 _ Logged by JAD Date: 6R /00 Elevation:98' Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments _ SM Silty fine Sand loose moist dark bm FILL brown z 1 — 13.2 a =H ,i.- z 2 '- PA im IIast'c tr w 3 _ U ealum 6 v ense _1 U 0 • cn CI dense 16.2 W = 4 t- Maximum depth 4 feet. w 0 5 — No ground water encountered. 2 u_¢ 6 =a Sul z 7 — H- 1-0 zi— U p TEST PIT NO.4 0 g Logged by JAD • i° 1-- w Date: 6/7/00 Elevation: 91' 1- o Depth Blows Class. Soil Description Consistency Moisture Color W( %) Comments , Z ■ U 0 _ SM Silty fine Sand loose sli thtly dk browr I 1_ I w /roo s, to Y2 m i brown z • 1 — to It torown 13.5 — moist 2 _ m dense v DroWn 12.2 1 3 . — Maximum depth 3 ft. 4 — No ground water encountered. 1 5 — 6 `, ITI 7 �,7 _ ,. titer y.O `. " s u } ' GEOSPECTRUM CONSULTANTS, INC. Proposed Three Lot Short Plat `,. 0. i4 Fri "`'' `' , ` >•':'. ... _ 47` Avenue South and South Ryan Way , }F..� Geotechnical Engineering and Earth Sciences Seattle, Washington ,M ;A:4 3:v Proj. No. 00 -125 1 Date 8/00 Figure A -2r / ;w�:t,3� rv.nn...r...a ✓..+..rx ..: ... .... .... n.... ,.. ... .: ..i r .... r....a: r.r ... a. . a..:. rva.. r 'r 02/28/2002 17:00 FAX 253 471 5560 FIRST AMERICAN UNIT 1 IQ,IUU:f /UU4� ,_• I . LEGAL DESCRIPTION i . • ORDER NO. P849173 -1 . i I LOT 1 OF KING COUNTY SHORT PLAT NO. 1517 -007, ACCORDING TO SHORT PLAT RECORDED . ' W ! • FEBRUARY 19, 2002 UNDER RECORDING NO. 20020219900009, IN KING COUNTY, WASHINGTON. J UO, N O ` ' W. . J WO J d I �W I- O • ' Z F- • U ; 0 H, • = W ` • H —. V. 0 • Z: j _ Ill U N H � ` O z 1 . • RECEIVED . . • CITY OF TUKWILA • JUN 192002 • PERMIT CENTER f ✓" � Page 2 i ` 4 I D 2 VP g4,„ g F ---.4-,, i ,, ,...,.„..,.:. • y , . . . . , 0 .., , . ... r .., .. ... _ .. s....,_,. <,,.._ , ri. ,..,..., .... ..mA_.....J .. ■ .........._... „.... ,• .. .w.,o ....r..-..,-..,.,.,,.... T ,'—.-•..._..._._......._.......,.. w...-«...». v... «m.nw • X • • - — '_, ■ � t - 02/28/2002 17:00 FAX 253 471 5560 FIRST AMERICAN UNIT 1 x£41 uu�i uva { LEGAL DESCRIPTION . ORDER NO. P849173 -1 Z . tti LOT 1 OF KING COUNTY SHORT PLAT NO. 1517 -007, ACCORDING TO SHORT PLAT RECORDED re sic FEBRUARY 19, 2002 UNDER RECORDING NO. 20020219900009, IN KING COUNTY, WASHINGTON. v O : W = r w0 Nom t— O z � ui 0 I-, w L I ~ ' z 1 . • Page 2 • , UL /Ls /LUUL .L•/:UU !'Kai ZOO 911 000U rLAUl nmunlvnii writ J. -. '"_ r SCHEDULE B - SECTION 1 REQUIREMENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: z ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF 1- Z THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. Ir W 6 ITEM (B) PROPER INSTRUMENTS) CREATING THE ESTATE OR INTEREST TO BE INSURED U O MUST BE EXECUTED AND DULY FILED FOR RECORD. . co W WI SCHEDULE B - SECTION 2 H GENERAL EXCEPTIONS W O 2 THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING / 5 U NLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. THESE D EXCEPTIONS WILL BE ELIMINATED ON ANY FORTHCOMING EAGLE PROTECTION POLICIES H W ISSUED. = Z H ' A. TAXES OR. ASSESSMENTS WIIICI-I ARE NOT SHOWN AS EXISTING LIENS BY THE Z O� RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON 11,1 Lai REAL PROPERTY OR BY THE PUBLIC RECORDS. D o 0 - B. ANY FACTS, RIGHTS, INTERESTS, Olt CLAIMS WHICH ARE NOT SHOWN BY THE . 0 H PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID i v LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. - F- - L O C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY U N THE PUBLIC RECORDS. 0 H • D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, Z , ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MAI I kRS EXCEPTED UNDER (A), (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS; (D) INDIAN TRIBAL CODES OR REGULATIONS, , INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LMN, FOR SERVICES, LABOR, MATERIALS OR MEDICAL ASSISTANCE THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT --: SHOWN BY THE PUBLIC RECORDS. t` G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP ; �k' ti,.t 1 4, OR REIMBURSEMENT CHARGES /COSTS FOR SEWER, WATER GARAGE OR t;� }:��'�,. ELECTRICITY. grad H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, � I • ' .4 CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING ,SUBSEQUENT -; , Y TO TIME EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED .' ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES " THEREON COVERED BY THIS COMMITMENT. maw Page 3 �:,I, 7 1. .; ..,,.. :. ;.;;. ., .;..i ,".5 .,r . -:.. y. V..0•: "F..:xsu:..Ti -..._ f+r,.Mn +, i. •k.xsr,o,. u,.wxmc. • �;■ First American Title Insurance Company 3866 S. 74th Street, Tacoma, WA 98409 (253) 471 -1234 FAX (253) 471 -5560 H TITLE UNIT 1 mow BUILDER /DEVELOPER SERVICES 6 = SHARI WORKMAN JEFF WONG 3ENNIFER SINCLAIR RANDY HUDSON N o L 49 , '1r0 . /, Page 1 of 1 '�: Wednesday 05 of Jun 2 Faxination — >2062 38 Page 2 of 2 , First American Title Insurance Company 3866 S. 74th Street, Tacoma, WA 98409 (253) 471 -1234 FAX (253) 471 -5560 Z TITLE UNIT 1 ft 2 BUILDER /DEVELOPER SERVICES 6 U 00 . SHARI WORKMAN JEFF WONG 3ENNIFER SINCLAIR RANDY HUDSON to • TITLE OFFICER ASSISTANT TITLE OFFICER TITLE ASSISTANT TITLE OFFICER J (253) 471-5573 (253) 471 -5581 (253) 471 -5567 (253) 471 -5568 N O To: Seattle Escrow Order No.: 4268 - 3152 2 '' 6450 Southcenter Boulevard , � Suite 106 Your Ref.: ~ i q Tukwila, WA 98188 . co 3 I Attn: Louann w H Z �. Supplemental Report 1 w o { Dated: June 05, 2002 at 8:00 A.M. 2 o I o9 Commitment /Pre /minary ReportNo. 4268 -3152 dated as of May 21, 2002 (including any W u j { supplements or amendments thereto) Is hereby modified and /or supplemented in order to reflect the = following additional items relating to the issuance of an American Land Title Association Form Policy as 0 follows: Z W to U Corrected Address: 10729 47th Avenue South, Tukwila, WA 98176 17 - F- Proposed insured is hereby amended to read as follows: Emily Trinh Nguyen, a single person and Kim Trinh Nguyen, a single person The legal description of the herein described property has been amended to read as follows: Lot 3 of King County Short Plat No. L2000 -064, according to Short Plat recorded February 19, 2002 under Recording No. 20020219900009, in King County, Washington. . First American Title Insurance Company By: Jennifer Sinclair, Title Assistant cc: Homestreet Bank Street Suite 2000 r ' 601 U S Seattle, WA 98101 : at1410, } st ° ' i FA icy at Page 1 of 1 t '1:'�i 4 ' • • UL/ LO/ LUUL 11 . uu rNn Lu.) Ill 0ouv , a,...i •►uau..iv.... .•.,.. i -, SCHEDULE B - SECTION 2 CONT. ORDER NO. P849173 -1 SPECIAL EXCEPTIONS 1. GENERAL TAXES. THE FIRST I3ALF BECOMES DELINQUENT AFTER APRIL 30TH. THE _ � . SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. z YEAR: 2002 w AMOUNT BILLED: $1,514.94 AMOUNT PAID: $0.00 U U O AMOUNT DUE: $1,514.94, PLUS INTEREST AND PENALTY, TF DELINQUENT CO ° TAX ACCOUNT NO.: 547680 - 0070 -02 (/) = ASSESSED VALUE OF LAND; $75,000.00 ASSESSED VALUE OF IMPROVEMENT: S65,000.00 w O a SAID AMOUNT IS FOR THE ENTIRE SHORT PLAT CONSISTING OF 3 LOTS. TAX ACCOUNT NO. FOR LOT 1 IS UNAVAILABLE. J N 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: }- _ . GRANTOR: C. THOMAS FOSTER AND MARYL C. FOSTER, HUSBAND Z ' AND WIFE FIRST AMERICAN TITLE INSURANCE COMPANY WASHINGTON FIST INTERNATIONAL SANK W o TRUSTEE: w BENEFICIARY: p AMOUNT: $208,000.00 p DATED: JANUARY 5, 2001 JANUARY 24, 2001 20010124001691 ° F RECORDED: = W RECORDING NO.: I i ll Z (INCLUDES OTHER PROPERTY) W N 3. ASSIGNMENT OF LEASES AND /OR RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: C. THOMAS FOSTER AND MARYL C. FOSTER, HUSBAND Z AND WIFE ASSIGNEE: WASHINGTON FIRST INTERNATIONAL BANK JANUARY 5, 2001 JANUARY 24, 2001 20010124001692 DATED: RECORDED: RECORDING NO.: (INCLUDES OTHER PROPERTY) 4. DED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: G. THOMAS FOSTER AND MARYL C. FOSTER, HUSBAND t AND WIFE TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY GEROGIA M. FOSTER REVOCABLE TRUST BENEFICIARY: AMOUNT: $135,000.00 DATED: AUGUST 5, 2000 AUGUST 14, 200 tALRIJ RECORDED: 0 " RECORDING NO 20000814001278 � �� ; (INCLUDES OTHER PROPERTY) 0 , ,�: M ' THE LIEN OF SAID DEED OF TRUST WAS SUBORDINATED TO THE LIEN OF THE INSTRUMENT RECORDED UNDER RECORDING NO. 20010124001691 BY AGREEMENT RECORDED UNDER RECORDING NO. 20010124001693. .. Page 4 k, ..., .. .. .........................,.... , ....f........+.. , •.••lr wvnua, . .. .. , . .. "., .. ..,_ ., ......5....;n.:,c„ . „•. .: ...ua..._..nN, x >.iw:a.. • new+ r.. r..•r. mo•...•.. ..,.o- ..................... +... ... .,. _ ., . ......., .... .. ._ , UL /'Lti /LUUL l! : U1. rit co.) 911 ouuu rtt�.at nuat,iAtvn +� ANAL + -T SCHEDULE B - SECTION 2 CONT. i ORDER NO. P849 -1 Z 5. MECHANIC LIEN. z CLAIMANT: BENSON EXCAVATING INC Or AGAINST: C THOMAS FOSTER 6 v AMOUNT: 534,633.75 v O FOR: LABOR AND/OR MATERIALS AND /OR Cl) EQUIPMENT w = DATE WORK COMMENCED: MAY 30, 2001 N DATE WORK CEASED: JULY 12, 2001 O RECORDED: SEPTEMBER 28, 2001 RECORDING NO.: 20010928001715 (INCLUDES OTHER PROPERTY) u- w 6. MATTERS REGARDING EXTENDED COVERAGE FOR THE MORTGAGEE'S POLICY H _ WHICH ARE DEPENDENT UPON INSPECTION FOR DETERMINATION OP INSURABILITY. z t' THE RESULTS OF OUR INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. THE COVERAGE CONTEMPLATED BY THIS PARAGRAPH WILL NOT BE AFFORDED EN W w ANY FORTHCOMING OWNER'S STANDARD COVERAGE POLICY TO BE ISSUED. U o w ADDRESS OF PROPERTY: TO BE DETERMINED 0 = W. 7. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR PILLS UPON SAID PREMISES FOR LL H 47TH AVE. SOUTH AS GRANTED BY DEED RECORDED SEPTEMBER 19, 1938 UNDER — O RECORDING NO. 3012584 IN VOLUME 1805 AT PAGE 423. . l Z (. _ _ 8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR O F" • SOUTH 107Th STREET (EMPIRE WAY, SR NO. 2, TO 51ST AVE. SOUTH) AS GRANTED Z BY DEED RECORDED APRIL 15, 1969 UNDER RECORDING NO. 6496643. 9. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND /OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO, 20020219900009, Y ff 0 4 � . i t 1 BOTA • 4 I Page 5 I ,,., kr S 02/28/2002 17:01 FAX 253 471 55UU rtxat Amratit,aiv uivii } SCHEDULE B - SECTION 2 CONT, ORDER NO. P849173 -1 z ►-- u re M J U INFORMATIONAL NOTES: N 0 EFFECTIVE JANUARY I, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE w O FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO 2 COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER„ - ANY SKETCH ATTACHED HERETO IS DONE SO AS A COURTESY ONLY AND IS NOT N a : PART OF ANY TITLE COMMITMENT OR POLICY. IT IS FURNISHED SOLELY FOR THE 1- _ PURPOSE OF ASSISTING IN LOCATING THE PREMISES AND FIRST AMERICAN z I - EXPRESSLY DISCLAIMS ANY LIABILITY WHICH MAY RESULT FROM RELIANCE MADE Z O 0 . UPON IT. w W . 2 o ; THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO v w MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION 0 E.. MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. W w LOT 1, SPL REC. NO. 2002021 9900009 Z TAX PARCEL NUMBER: 547680 - 0070 -02 V =. 0 F " • - A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT Z PURSUANT TO THE WASHNGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THE COMPANY. END OF SCHEDULE B 1 WCT /1D /CF L < . Ju Page 6 t , .�.r { PLEASE RECORD AND RETURN TO: P.O. Box 1120 Bothell, WA 98041 -1120 PAGE 041 F I102 BENSON EXCAVATING, INC., CLAIMANT, VS. C THOMAS FOSTER, Person or Persons Indebted to Claimant, NAME OF LIEN CLAIMANT: ADDRESS: TELEPHONE NUMBER: 4jUUV1 UUCP CLAIM OF LIEN NOTICE IS HEREBY GIVEN that the person named below claims a lien pursuant to chapter 60.04 RCW. In support of this lien the following information is submitted: BENSON EXCAVATING, INC. 22009 SS 424Th STREET EN (LAN, WA 98022 (360) 825 -4294 2. DATE ON WHICH THE CLAIMANT BEGAN TO PERFORM LABOR, PROVIDE PROFESSIONAL SERVICES, SUPPLY MATERIAL OR EQUIPMENT OR THE DATE ON WHICH EMPLOYEE BENEFIT CONTRIBUTIONS BECAME DUE: MAY 30, 2001 3. NAME OF PERSON INDEBTED TO CLAIMANT: C THOMAS FOSTER 4 DESCRIPTION OF THE PROPERTY AGAINST WHICH A LIEN IS CLAIMED (Street address, legal description or other information that will reasonably describe the property): APN #547680 0070, LEGAL; LOT 9 =RICKS ACRE TRS DIV #2 LESS STS, APN 4547680 0080, LEGAL; LOT 10 =mats ACRE TRS DIV #2 LESS STS, APN 547680 0090, LOT 11 MERRICKS ACRE TRS DIV #2 LESS ST, APR #547680 0100, LEGAL; LOT 12 MERRICKS ACRE TRS DIV 42 LESS ST, AND APN: 547680 0110, LEGAL; LOT 13 MERRICK ACRE DIV #2 LESS $T Commonly Known As 47TR AVE SHORT PLAT 10729 47TH AVENUE SOUTH TUKWILA, KING County, WA 5 NAME OF THE OWNER OR REPUTED OWNER: C THOMAS & MARYL C FOSTER GEORGIA MOORE - FOSTER TRUJSTE 6450 SOUTHCENTER BLVD, #106 SEATTLE, WA 98188 20010928001715 _ - _ 02/28/2002 17:02 FAX 253 4715560 FIRST AMERICAN UNIT 1 0009/009 • 6. THE LAST DATE ON WHICH LABOR WAS PRRFORMPD; PROFESSIONAL SERVICES WERE FURNISHED, CONTRIBUTIONS TO AN EMPLOYEE BENEFIT PLAN WERE DUE; OR MATERIAL, OR EQUIPMENT WAS FURNISHED: JULY 12, 2001 z 7. PRINCIPAL AMOUNT FOR WHICH THE LIEN 4.-z IS CLAIMED IS: $34,633.76 Plus interest w , -_, UJ /U1 /LUUL Uf :44 rtA 404 411 ouuu riAal nOMAJAA JAII WilL1 J. •z, -�- i - - -- - - r , - • i - 0 Res' - ' . ential Sewer Use Certific on ail (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.) %161 Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after 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 �- Q 12 C, o yy�Q : F Coun u ° . tip;; ? �Y,^ ; � zz (Last, First, Mid a Initial! : 't ff.k n ".•,,;; ^ � I !— S roS � 7 - Q 'Account::# - r�'A :1.: _ z Property Tax 1,D. Number 7 O O 2 • .,: y ,:,), ,..�,.,, ' t ,7 W • ~ M onthl Rat ar.. ' : : :,-.. x r_. 6 Property Legal Address: n _ c � _. . Y :. Y Subdivision Name errtcks �"r Sbdi # % - uv. Z bdi N . Due,. . 'r-F %� Si X M onth Lot # 1 Block # r ,ir . , . v . ....,: _ (..) O ,t' N 0 I 1 - -. . \.! r . 1 , 4 I ILA . , y 1 , ; o . •• �- ' City o a of Tukwila Steven M. Mullet, Mayor g "' . er , \ k� i -I ; . ~� • O Department of Community Development Steve Lancaster Director /908 Z • 1 f.:: November 4, 2003 . ,i- W re QQg i C. Thomas Foster J U 6450 Southcenter Blvd, #106 U 0 Tukwila, WA 98188 N u) 111 J H RE: Permit Application No. D02 -168 10709 47th Avenue South N W W Dear Permit Holder: 2 In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila D Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = 0 { Building Official under the provisions of this code shall expire by limitation and become null and void if the I- W building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z ~ the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0 commenced for a period of 180 days. W uj Based on the above, you are hereby advised to: D 0 rn • Call the City Of Tukwila Permit Center at (206) 431 -3670 to . arrange for the next or final . H. inspection. w W . This inspection is intended to determine if substantial work has been accomplished since issuance of the permit 0 - or last inspection; or if the project should be considered abandoned. Z W � If such determination is made, the Building Code does allow the Building Official to approve a one-time H = extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why O I- . circumstances beyond the applicants control have prevented action from being taken. Z . In the event you do not call for the above inspection or request and receive an extension prior to December 2, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. • Sincerely, . ___,Z-E24-,s.e..,,r; .Ajae_ocee, , Stefanie Spencer Permit Technician j Xc: Permit File No. D02 -168 1 a a Bob Benedicto, Building Official t s�P* sY • ' ' 0 ; . • . i t F •. . 1 1 . _ •T I 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 36654. y, .i �.' /, /. `., Y.0 "':' ,. '$ {. . 'A3:.::1: .u, q?+ ) s wor...nt,S. .. : , . \MW,T.1..W.. ..55...+Ww n .. .._., ..........,..• .......... ..... ..... ..... .. +n ♦.r.n..wvm nH:vr r.IwYtasflpn• . 'rt.lr... . 1 July 8, 2002 Q QQ 412 J O City of Tukwila N o' Department of Community Development w i 6300 Southcenter Blvd. Suite 100 RECEIVED f- CITY of TUKWILA �+- ' Tukwila, WA. 98188 w o Attn. Don Nelson JUL - 8 2002 2 Re: Permit application D02 -168 AND D02 -169 PERMIT C ENTER d ' z ZI To Whom It May Concern: z 0 I w 2 Please find attached corrections requested in your letter dated June 24, 2002 as follows; o N 1. Revised discharge drainage plan on Site Plan —sheet 0, including both footing 0)— drains and downspout systems. v 8 o : 2. Revised foundation plan showing 18" footing width and notes for footing depth, w �. sheet 1. 17. I o • If there are any additional questions, please call me at 206 - 244 -0122. Thank you for z your attention to this application for the two permits. Sincerely, C. Thomas Foster affo LVITNTReAr 4' k' r'. ... ..• .. .. ... ,, .,t::. d :,._... ..,.:.......�.. w.....,,.........._:. ,, irrr• w ,...+..+.•... n.. w... pe+- t wn...... w.. pswrsww •••N.+MUnvwlsw - _ _ 1 -/ • J •• • .. •,.. • , 4 J ; a 862 1 City of Tukwila Steven M. Mullet, Mayor '••. fa: r Department of Community Development Steve Lancaster, Director f •• 1908 = June 24, 2002 Q Ce w C. Thomas Foster -J v 6450 Southcenter Boulevard #106 N Q Tukwila, WA 98188 u LLJ RE: Letter of Incomplete Application #1 N LL. Development Permit Application Number D02 -168 2 Ryan Way Short Plat - Lot 1 -10709 47th Av S g u_? - d Dear Thomas: _ I- w Z = This letter is to inform you that your permit application received at the City of Tukwila Permit Center on o i June 19, 2002, is determined to be incomplete. Before your permit application can begin the plan review W w j process the following items need to be addressed: 2 o 0 H Building Department: Ken Nelson, at (206) 431 -3670, if you have questions concerning the tu w attached memo. ° Please address the above comments in an itemized format with applicable revised plans, specifications, ii N and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications F 5 and /or other documentation be resubmitted with the appropriate revision block. z ~ ' In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ' • t . Stefania Spencer Permit Technician i j encl `* • File: Permit File No. D02 -168 ?`?•1 r# � t ' f /fib f • d i nA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 431.366540 . -- ( - . -i T . Z.r - _ .._, , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 168 DATE: 07 - - PROJECT NAME: Ryan Way Short Plat Lot 1 z �w SITE ADDRESS: 10709 47 Av S w 6 U Original Plan Submittal )( Response to Incomplete Letter # ! c) o to Response to Correction Letter # Revision # After Permit Is Issued -J H 0 al 2 DEPARTMENTS: Vv _ �� I Building Division • Fire Prevention n Planning Division n N a . —' F w Public Works 6 Structural n Permit Coordinator k z i 1,141.4 A U( L3•01- 1- o z F- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -09 -02 D o U Complete Incomplete Not Applicable n 0 i_ w Comments: f- u. H lii z ;. co Permit Center Use Only O FZ- • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z • Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: ' TUES /THURS ROUTING: \ . . Please Route / Structural Review Required n No further Review Required n • : REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -06-02 w,. Approved n Approved with Conditions IV Not Approved (attach comments) n , ,„,,, ,,,,, } Notation: :, ; , ' F, z REVIEWER'S INITIALS: DATE: : * ..,, Permit Center Use Only {' V . k ;a ,; 1 CORRECTION LETTER MAILED: - z;e't •,. . !1iiiIr, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: :VOA Documents/routingslip.doc 44 i 2-28.02 ............ 1 .,� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 168 DATE: 06 - - PROJECT NAME: Ryan Way Short Plat -- Lot 1 Z SITE ADDRESS: 10709 47 Av S cc w Q J \ Original Plan Submittal Response to Incomplete Letter # w o rn co ui Response to Correction Letter # Revision # After Permit Is Issued _ 1 co L ■ W O DEPARTMENTS: g 5 `'Z� O Building D ivision Fire Pr 5 ention Planni �� L rivision IV1 = d Public Works II Structural h Permit Coordinator N ? F- : W O W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-2002 v o . Complete Incomplete X Not Applicable ❑ a 1 = WW Comments: I - u-0 . ON Permit Center Use Only 1= I F- • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z 6-4V--d z Departments determined incomplete: Bldg Dr Fire ❑ Ping ❑ PW ❑ Staff Initials: •S/ TUES /THURS ROUTING: \ Please Route n Structural Review Required n No further Review Required _ , REVIEWER'S INITIALS: DATE: . 1 APPROVALS OR CORRECTIONS: DUE DATE: 07-18-02 . .:�� Approved rte, roved Approved with Conditions Not Approved (attach comments) ❑ '� ` g pp n pp n pp � z ;� ;`re Y Notation: Y:Y REVIEWER'S INITIALS: DATE: ; ; " . , , ■ Permit Center Use Only - . CORRECTION LETTER MAILED: kit i ;f, : Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: Nag Documenis/rouling slip.doc 2.28A2 ` / .ii ' r. PERMIT COORD CO ..., �1'! tk# 4wn., EeM 15vwh++.ww1 "+w'"YmY."v'f++A!f r+r „ ».•. •w -.. ... wt J' . 1 . • } ;�J' �••• .L.A., ...wqs. ' City of Tukwila k '. �► ti , . , ,, ,. ,z' Department of Community Development - Permit Center - , (0..m' 0 " 6300 Southcenter Blvd Suite 100 d YSS '' = Tukwila, WA 98188 f 9 (206)431-3670 08 Z QQ • F W . _, ( , .-- -- ---- -- - , - , • N.,1 • l 5C/E. LOT 1 OF KING COUNTY SNORT PLAT N0. 151 7 -007, AccORDING TO SHORT PLAT RECORDED FEBRUARY 19,002 UNDER RECORDING NO. 20020219900009 IN KING COUi/Ty LL/ASI-I I NGTON. nor COVET?ASE AREA OF SITE Q.FT. , LOT COVEPAG 2,2g2 SQIFT. 0/0 OF LOTCOVERAG 24% CUT/FJLL ANALYSIS MA XUV\ UM ALLOI.vAbLE C UT: EST IMfaTED TOTAL CUT ESTIMATED To-TA L F1LL P!ROP0SED cUT • 50o cuelc YPPDs 250.75 Cugic YARDS i9.65 CUBIC YARDS + 232.10 CUBJc YFPDS + " DROP 5. RYAN WAY . DEC K /�fi 1/ CRAwL ; These plans have been reviewed by the Public \l"erks Department for conformance with current (;)ty standards. Acceptance is subject to errors and (missions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require s resubmittal of revised Wings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By L'i4ri 1 /23 /oL FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Permit No. Poz." 103 SLOPEL SEPARATE PERMIT REQUITED FOR: r 'MECHANICAL (ELECTRICAL g'PLUMBING 1 'GAS PIPING TUKWILA BUILDING DIVISION AVE. SOUTH INCOMPLETE LTR# JUL - 8 2002 PERMIT CENTER THE •- • I� ITT I N 23N., RNG i • KING 4E !t N Y I ANT) VA NMI; 4 1111WI I i ' ES SHALL LAID 10 111E GRADES ELE L BE L SSMH #1 1H E DRAWINGS AND SHALL NO 113E CHANGED WI IHUU f CI 1 Y All H(►VAI •' -- - _ 2 LOCA I ION OF SIDE SEWERS SI T AIL ONLY 8E CIIANGf U AS IZl l)1llltl I + I �I ►I +11 I• : 4 I ft ci )- • • • RIM -96 7* (MATCH EXIST. GROUND) F ACE 11� EX HOUSE l�4618 w 1. THE GEO TECHNICAL REPORT PREPARED BY CEOSPECTRUM CONSUL TAN TS, CON SIRUC110N UPON AU II$ORIZA IIUN OF THE CITY. CON IRAC IUIt St rAl I Il1►111 , MM... - �.•�' _ INV =81 Sg►t (S) INC. EN111LE0 "GEOIECHNICAL EVALUATION ", PROPOSED 3- LOT SIIOR f PLAT, ENGINEER WHEN EXAC I LOCA HUNS ARE DE IERMINEU. EX. INV =89+ v- (VERIFY) LGE sW CORNER 47TH AVENUE S. � c SOUTH RYAN WAY, sEAT1LE, WASHINGTON . PROJECT 00- 125 -01 DATED AUGUST 7, 2000 AND SIGNED 8Y JAMES Al 3. UNLESS 0111ERWISE AI'PROVEI►, ALL CUNNECIION 10 IIIF. I xlSllllt; 'II WI 1� R.O. W. ������ i RE BAR & DOOLITTLE, PR INCIPAL ENGINEER, SHALL GOVERN CONSTRUCTION ON THIS MAIN WITH NEW lEES SHALL BF DONE BY 1HE CITY OF 1UKWILA II1l 1 C R O L CAP PR OJECT AS IF FULLY SET FORTH HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FUR PIPE INS IALLA IIUN, Nil 11(11 R.O.W ,. , EXCAV BACKFILL AND PAVEMEN RESTOR ATION. 2. A COPY OF TH REP S HALL 8E AVAILABLE ON THE SITE AT ALL TI _ �. ; . - :F1'• - ,� < EO WER PALE 5. ALL MANt10LES IN PUBLIC ItIG11IS - -WAY OR EASEM[rlls i;11nI1 111 • GUY P � �� M" '"�"'`' U ANCHOR 3. A GE0- 1ECHNICAL ENGINEER SHALL BE UTIUZCD TO ASSURE THAT THE ADJUSTED TO FINAL GRADE AFIfR FINAL PAVING IS CONPLE1E, III Alx :tNtl►AIIt I - L ' , S C P • t� �l t _ _ - - ROCKERY COMPACTION REQUIREMENTS AND ROCK W ALL ETC. REQUIREMENTS ARE MET. MA 1H CITY OF T A 11 f . _______- » . _ _�___ $1N- UKWILAS STANDARDS AND SPECIFIC I DNS --- -.�,._ _ �_ 1s ._; • • EX. FIRE HYDRANT z i ,%' _ .es - - -- 41._. - - --- w RANDOM FILL - r -- -_ _ � 6. I1 SHALL BE 1HE CON IRAC TORS RESPONSIBLI TY 1 O INSURE. I I IA 1 110 ,= C7 ,r , 35'x 1 O' BORE PIT t 1 � q EX. WATER VALVE CONFLICTS OCCUR BE IWEEN SANI IARY SEWER LINES ANU PR(. I1 lilt I M . • • � � � fIL1ER FABRIC 0. ,. i NOTE• D EX. CATCH BASIN PNG STORM LINES PRIOR 10 CONSIRUC110N. CONTACT PItU.IEt:I Fllydlllllt a �N r OSSIBLE CONFUCTS. - I H - -`--- - - - - �' i VERIF HORIZONTAL AND VERT ICAL LOCA 4+ �X u ' --- -- EX WATER V ALVE IN VAULT - - - - - ` - - - - i OF EX ISTING U TILI TIES PRIOR TO BORING. 4",. J I ta 4 PERF PIPE 7. ALL PVC SEWER PIPE 10 BE SOR 35 IN ACCORDANCE WI 111 AS I M I ► soil W CRE STONS€ r-- -. • ,� •- I r ' . EX. WATER MAIN +'`! ki IN 1/2 " -1" WASHED ROCK 8. D.I. SEWER PIPE TO BE CL5U, � r � �� a ' - ��� + ; 4c R W /r • • ----- . • • ---- -- EX DITCH ( 24" MI 9. 22" BORE CASING TO BE USED Al OWNERS REQUEST r14. _ I -�_ - R.O. . , �,b- .. :� PROPOSED PIPE ,. _ _ _ ___- Ex ce P . POLE` 1 �- TRENCH X- SECTION RIM =83.23 ' RIM CB " PROPOSED SANITARY MANHOLE "TS S ,; 1 � z = �`- -- INV =79.s3 (18 ") =��� -___`` • 'ti• EX. F. IIYU. 1 1 INV =94.5s (18") a 1 ' PROPOSED WATER METER -- o . •�•� � , - - -1111' - -- - -- -- - ---- -r+.�, t 1 1111 �• �•� � 41 _ M- ` -� r 2't UI (:Atill•1� # I r • S . � + a - = ,� 18 CMP - // � = •_ =• • > (MI N /,. / , Y 1A - _ - 3 I "` -•1 � S =SSA -� :�dr I SSMH r A • , 1 2 WAI 1 2 2" S ILEA BORE CASING • • w w y Rl q • ' : ,�, 58 te WAND 4A . .-11.11 . � ` 1• 22 STEEL BORE CAS RIM =96.0± (M EXIST PAVING) . ' INV 890 (S j 9UT_- IN ,I -- - #1. , ..'. r - 1111 '�"" r `a`ffia -� ` . M N `''I . NV 8 8 0 (N -' : ,� --• '` � , ar aa ra ,. i• 2'x10' LEVEL Q • • -� �, REMO EX. DRIVEWAY CURBCUT _ • ' TRENCH W/ PCRF PIPE, TYP. 40 CO �" I A. ' , • a sh _ SAWCUT 0 NE AREST JOINT, REPLACE _ SSMH #3 , ; _ - -r • 1 ` ..� W/ NEW CURB /GUTTER. SIDEWALK �' STA: 1+51.6 12.45' RT. ,., ,: '• . ►I, i+. i cc . ,, , 1 .. ,� . = �'� V1 4 ! � • 1 I 1' r zs-'' r • 1 r • ,_ CITY OF TUKWILA STANDARDS do O RIM =98.2± 1-. .' �' ,\:• " ; '' *�, �_��x- - � _ + i 4 4'44 1111 � + P.POLE '1'a.'S F SPECIFICATIONS. .t` • MATCH EXIST PAVING 0 ; ' __,- 'r - "� ..--- .. 1 ?'IIM► - � `".N12 1- i I NV =$q'.'tl'(SE) IN _ 4.- - - _ � - • 5 c _ Qp 1 [ I ---..---- u , PLAN VIEW OF ROOF TREATED 4 "x 4" H1.tr.Ic I OR . - - ONC SInE -'- c / =��X.= = ,V D OUT• , _ _t-; NT5 GRADE ADJUSIMI !� • I / `��. a7 I SAWCXJT AND RESTORE r . �i EX. DRIVLwAY 1, �, . !' � _ , <,, • PAVING PER OTY OF ROOF DRAIN DISPERSION TRENCH 501W ASSN DETAIL ... b SSMH 4 4 /, u TUKWILA STANDARDS _ � �� N WV (IN I VAULT) r r SPECIFICATIONS ! SCALE: 1" =1' • re _ STA :1 +,78. 35 RT.: 4 o a. / r - NTS C) .1111 --- D_ RIM =96.00 4 ; MN . �' 8" 1� Is m as v>t z _ -� ._ ,.,1-~1 `� $ INV =9041 `„ + / / 3 OLF 8 PVC SS STUB O $:"98%r a 6 .. . `� - $2' 7� INV =90.26 (NE) OUT ;� i / // PLUG do LOCATE END W 2 "X 4" S o 10 CLEARING �'4� , j / �� ` 1 r ,' POST PAINTED WHITE, & MARKED 4 le i a 20 LIMITS ROOF DRAIN - " / •- r 1 " _ • - I`` '' = / / ` '� ' SATARY SEWER N I -- I / l / • '''''' I r dt WIRE T TO THE END OF STUB W '. , , (1) SCALE 1 = 20 I r . : 1TT 11_ " � // .• . 3U' t. �. INV =91. �► r , • . in . . .1 ... ,� 17 / Pi , o o r , rx O pj 1 / �,. _ PROPOSED • I / / + I ti ' • '` I i'i BUILDING \ I / / 1 - - ' ' 1 ; ' • • r =96 .1?8 t�iC S�'% • ' I 1 I , I , `'`,•, 3- f w p • /.I , L OT 1 r 5LF �i v, r TA:1 +77, + 26 RT. ..... a 1� II�LI . _ 1 IIY= 9 t I ? PE - • / i I . • , - • • ' I. . II - I 1 1 ; ' ,,, . ; = tn / 1 1 . . 0 I o� I ,11. a a 1 f d i -� / 4 I '� _, I ._ I I ©. I 4)6 � RELOCATE UTILITIES AS NE&DEQ. ' , r ! " - - - - . ... . . . . . . . . . . . . . . . / / L - _1.._. ♦ ��/� f .� `_.._ h` : , _ __ � ,� - ; COORDINATE W/ UTILITY 110' I • x I I ! ▪ t �• 1111 ` 7 ° 26'55" W -- --� I I 1 4' COMRANY FOR NEW LOCATIONS, ' I ait �• S.TA: + 7 , f 2f • RT. i i " r i N Ub I iNV 2 NOTE. 0 t , 1 �- -- - 4 1 19.99 ,• •) I : 1 I ' INSTALL 30'•12" CONC. CULVERT I i i z I M I 1 STA: 0.4 ;2.2 • RT. I WAY. I I -- ' i - t , EACH DRIVE i H t •- : . I I 1 I 1 + _ I NV= 1 �1 I `' REGRADE DITCH i I _ N I • c 24 LF - ; d SS ' 1 i to ,,, . I r AS NECESSARY # ! ! ; 1 j f .9 ca 3: t \ I `_ N ® M I D i : ; ; I TO PROVIDE I i i i a ► z ! z • \ ` LOT 2 PROPOSED - I I I r I 1 - • . I / i i< E IS1I GROUND 'r'• Q • a �' MIN.' 1' COVER. W/ RIP RAP DITCH 6 I a 6 W 1 � � � � BUILDING ,. ( n� � � ` 1 � j I � ' W • , . , EAC' I END OF CULVERT ► W 7; 1.98 •s f t. FF =97 I -- - '': • , a ��• q� cF =96 ,. �._ L :.:_. I I r ST A�2 -�50 "25 RT. ! -- 41_ < y a ' r INV 8.6 ' ' � ' ► I - 0) • t ROOF DRAIN I I I I !'a ' Li�l 1 DO I y ' � i I `� ` F PI PE �-- I - I o DISPERSION , I- i ' ' , P �' 4 , io • I i I I '' 1 R 35'x 10' BORE PIT •- TRENCH ' 1 ,�,; I ; .!''�' ! �' I IN = 95.2± O tR9 NG �. _ ' 0 \ 1 -SEE DETAIL I r I , i I t _ �. -- - T ` . w • _ I 1 I r 1111_ t o I 1 i ! i ' ` I PROPOS G RADING `' �' "" '' _ i �' 1 1 I I _ _ ._- _ I -1111 ;:,.. • k ;' " 0. • -,r 1 1Or •PRIVATE' SAN TARY I : �- _. _ - - I \• - =9 .5 i I i Ex . 12" I D.I. WATER 1 _.�- �. 0 `' f ." ' 4 - - - I I - _ ..a : o !SEWER EASEMEN f , a:.. \ TOE -92:U '� -- - IW I I SSMH 5 1 , I 1 , • •. , 11 ,11 • ` N 8 7 °26'55 "as --��F 6 "P C SSS ® -20� MIN. ? i • , STA: 2 +69. 35' RT. ( " STA: 0 +47 i ! 22" I _ __._- ._ ; » g"' a. 6 PVC SIDE SEWER " 22 STEEL SORE CASING 11 - ' - RIM =94 5t , ,, � 1 9 ..�' • � '-' _ ,r � r ' � t : { � (( 8 SS S1U8 (S.E. [ x IH" sty- ; t- --- -- \ : I ' N V= f f I : 1 I Va 91.71 ' . "'� `�► 1 i,' • . 90 I► r kit, . --'''I 90.82 (8 " " ) - r _ = -- TOP-93.p r , INV =90.99 (6) p r • i I TOE =90. 1 , , 1 l I t 1 J . 0 I BPC 0.51 ' SEWER AT H r I ' STA . 2 +73 25' RT. X • 36LF 8 P w • I e�ez --._. w w .t I .831E " 2 8 D.I. CL50 O 1.05X I` , --_M_. • 1111 Q; •_ • I I � N j PROPOSED -_ . . DRIEWAY ► , AVERAGE 1 I i . 1 SSMH 5 1 INV =92.1± O ' CROSSING SS 4 N , �o . - 33 -49LF $ PV( O 1.U a �: • • INV =9t.B ,. • BUILDING ,,• DRIVEw Y r . STA. +51.6 12. R ; ! [�, (,� }' v ,' FF 9s GRADE 12x ' ; - t ' : ' I ,` I STA. . , STA• 1 +78 88 3 37 RT • 4 RIM =98.2 I _� to 'Q I • r � - 2+69 1 35 RT. i S I a V i • -'' '�'T SAWC:IJT AND REPLACE IN KING MAC EXISTPAVINQ LOT3 / ; - f ; t PER OTY OtF TUKW + INV =90.82 8 (S) ( )� kH EX (SE) IN M. 41' RIM 96.7± (MA Ir.I I x �-- t` • o ; ; :`: i INV 9026 CIE) OUT RIM =96410± (MATCH EXIST PAVING) 8,7 �8 s .ft. - ( " }, INV (TYP. 3 PLACES) NV I = 89:89 ( OU I = Exls I . GROUND) y ' / r•, n 1 1 INV ' _ (S) IN (S) tytm ' w 0 / 1� _ , STA: 3 +03 7 RT. • M.31- INV= I B&98» N E ., 2 ''Q A,, . ... G OUT / r ' t INV 84 , I EX. INV =88:39-1 (VER11 "1 ) ' i Si.f:1-41: ffi • • . .. .L_ s I \ / A PROPOSE SANITARY SEINE PROFIL . . • _ - - J I i , ' 3 /4" . *ATER ` : , • z , • i IiORIZ. SCALE: 1 " =20 • • r - METER , ' • .L I , (T • VERT. SCALE: 1 =5 1 . • _1111. � .rr- �- - - ti • r �• i , I i I I •- ... ....... � ; * s t- ` �� - f �... _ + PLACES) - . _ DATUM E'L�V ' ! 1 F- • . N ' . $7 7.w . �c , , u , 1 . 75. U4 - - ._ - �` a' ... 2fi 55" W 19.99' ' t 6 RAIN t ; r: ; ' i�`'"`�•- . =- O� M 740 co p '' , • S. 108TH ST.il'. R OOF D 60 RAW i f a 1 Ix V DISPERSION • T a g 0, w (..) . RENCH ( ■ i IV , I 1 i -SEE DE 1 AI i I'.rol •0 +00 . 1 +UO - - -- _1111_ • �.- 2 +uu . -_. , P I + 1 E X. 8 „ PIPE ST I ATIONS O C/L OF PIPE (TYP.) . .. I INV= 81.4 9 1 DAZE 91/17/x1 l Call I�V'I E: you EXISTING U 111,11 Y LOCH LIONS SI IO . 1If_Itr 011 AM A1'1'rtr ',KM A IE ONLY. Joe NO.417 -OQ7 1 , ' EX BE111E CON IRAC I OR's RE Sr'(IFISIH1l11 Y I I) 1 N I Z D. ACT SI TAL II CAL ANo ►IOZUN1M I.MAIN1N 01 All Ixr It1r111 IN ; UN E R- DWG NO. 111)7 -TEN • L r � GROUND U rll.l T TES PRIOR 10 COMMENCING 1111 K it( >tI NO I - , 1.800.424.5 REPRESENTATION IS MADE THAI ALL DOS U IN I III S Artf SHOWN , I U NO(R QUND SERVI (USA) HEREON. THE ENGINEER ASSUMES NO RESI'UNSIINI I I t r (>tt u IN.1 TIES SHEET AVOID Cu T T ING UN VERGROUND NOT SHORN OR U111.1 IrES Nor $110NM NT Il if R r' IIir11'I It LUCA LION. ' UT�1 TY LINE IT'S COSTLY CALL BEFORE YOU DIG: 1-800-474-s554% 2 or 3 t 11 a r MIN. 40" 1 .•..•I.Y" 11 -11. 1MA!'., 11... 1/ .•' ^,Y... ".„I_o.I,MIM,•4.•e. w.•.,1..'...•,•'. w. -'iA f'+'y.N+nR.. ...r lIw... ,U.i v....'^M'w, `4 _ • ' .r - . .- . - n.«».w..- -.-..• ,... s- .►.1111. ,,,,, . . 11 .w.. -. . 11 .,11,. , -. - .. 11 11 . . - -. • 1111..,.1 • 11 • . - , ._ ....� 1141 - - - - 11.. 11 a .. . .... 4111 a.. « 11 ,11, ..�,. 1111 - ••••11 11 11 1111 _ _ 1111. . .. .....r•.....+..'.++wa.w_w.a ,..+.w -. w- 1111 «.r..... .w.+^+.ao+.ww.w...« .....+..e"........,. 1111.... +....... 1111- 1141... -1111 ..w...,.....- .,.lr+t..www -. 1111. - .w �.... ..___ _ _ • • i � • w - _1111.... • • I. • • a J I • • 4 / QTI FI4N LL BUTS GENAL NOTES. 2 000 GY �COE 5 ENEGY �CALCUL ONS AND ago J •,.•4 g it' i {n . 1 INSULATION DOOR ^ u -vALUE • 0.40 3. VENTILATION SYSTEM CONTROLS, ALLOWED GLAZING pit . c A. C1ILIN IO • R•30 AN AUTOMATIC CONTROL WOW AS A CLOCK TIMER *WALL DI � � F . I . I. CEILING* TO WAVE BAFFLE$ MAINTAINING I" MINIMUM I. EXTERIOR *WINGING DOOR* IN WSATED *PAC! WITW INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER COND. Q J' Q. FT. 269 X 21% s . = 4 (2- AIRSPACE ABOVE INSULATION. MAXIMUM U• VALUE OF <D.40. SHALL 0111 CAPABLE OP CONTINUOUS OPERATION AND WAVE AN oa G 2. *APPLES ARE TO EXTEND 6" ABOVE BA GENERAL PROVISIONS IT INSULATION G N V I I oNi AUT OMATIC AND MANUAL CON TROL. AT TUNE TIME OF TUNE FINAL 3. SA'FLES ARE TO EXTEND 12" AdOv'E m PERATE 1.01LN -IN I ALL $TR,JGTURAL SOFTLLJOOD PLYWOOD, PARTICLE -BOARD INSPECTION , THE TIMER SMALL OE SET TO O THE L.E MAX. NEAT SYSTEM SIZE: CA WMO I. INSULATION. NOUSE VENTILATION SYSTEM FOR A MINIMUM al IOW WOUlRS. .. WALLS • R -1! WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED DUCTED SYSTEM: 26W SQ. FT. X 21 • 12,6310 ISTUN a) 2 "EXPOSURE 1" OR "EXPOSURE 2". Y I RATE , g I. ALL EXTERIOR WALL CAVITIES, INCLUDING CAVITIES TWE INTEGRATED VENTILATION 8 STEM *HALL DEMONS .... BE ?. ALL CsA6 OR OIL COMBUSTION APPLIANCES WAVE DIRECT SlCTIGN Q • r � ` ISOLATED DURING FRAMING, MUST FILLED WITH VENT OR FORCED DRAFT VENTING. COMPLIANCE LIALNTW VIAC�G 303.1? d dY ON SITE FLOW HEATING SYSTEM: UNCOMPRESSED INSULATION. TESTING OR OTWER APPROVED MEANS. DEMONSTRATION OF 3. RADON MONITOR, INSTALLATION INSTRUCTIONS AND COMPLIANCE &WALL BE MADE AVAILABLE FOR THE INSPECTOR MANUFACTURE PER CONTRACTOR O 4 � -- r- 3. FACED BATHS ARE LAPPED AND ARE TO SE STAPLED TO RADON INFORMATION SWEETS *WALL OR PROVIDED dY TWE AT TWE FINAL INSPECTION. . o FACE OF STUDS. UNPAGED BATTS ARE LAPPED AND ARE BUILDER OT FINAL NSPECTION, AFUE 80.2 SIZE 15,000 BTU . 4- 'a m TO BE FRICTION PIT 1,UITW 4 MIL vISQUEEN STAPLED TO 4. RECESSED LIGHTS ARE I. RATED, DOUBLE WALL CAN NOTE KING COUNTY 1!E $ THE INSTALLATION OF A GEN- CO C4 FACE OP STUDS OR VAPOR BARRIER PAINT WITH DRY CUP L*WT$• TRALLY LOCATED WHOLE NOUSE IXWAUST PAN WITH A MAXIMUM VAPOR RETARDERS: "N PER RATE OF 1 MAX MAY BE SUBSTITUTED FOR 4 MIL GONE RATING OF IS AND SIZED ACCORDING TO TASL.E 3-2 AND VISGIUELEN. PRESCRIPTIVE DESIGN IIEGIUIREMENTS FOR INTERMITTENTLY CONNECTED TO 'NE AUTOMATIC CONTROL TIMER TH16 WILL I FLOOR EXTERIOR T 4Cs PLYWOOD ""- Cr � 4. INSULATE BENNO TUB /EMC R, PARTITIONS AND CORNERS INTEGRATED FORCED AIR VENTILATION SYSTEMS FOR RESIDENCES FACILITATE FRESH AIR DISTRIBUTION AND !INDUCE THE POSE BL IITY WALLS 4 _ MILL POLY OR PVA �� c FLOORS • *As POUR STORIES OR LESS MAY COMPLY WITH V.I.A.Q�C, SECTION 303 OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDI 3 ire. .. I. UNDERFLOOR INSULATION IS SUPPORTED BY LATH, TWINE AS INDICATED BELOW. RESIDENCES DESIGNED TO COMPLY WITH CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH CEILINGS 4- MILL POLY OR PVA oft BY OTHER NON-COMPRESSING MEANS. EXTERIOR GLUE WITW SECTION 302 WALL SUBMIT CALCULATIONS FOR REVIEW AND ABOVE THE FINISHED FLOOR To BE USED ON SUB - FLOORS. BE FLOW TESTED PER SECTION 302.12. SYSTEM CHARACTERISTICS , 2. R -10 PERI"lTER INSULATION USER CONCRETE SLAB IN NOT IDENTIFIED BELOW AND CONTINUOUSLY OPERATED SYSTEMS WEATED SPACES. SHALL COMPLY WITW SECTION 302. RESIDENCES MORE THAN FOUR VENTILATION SYSTEM SIZING STORIES IN HEIGWT SHALL COMPLY WITH SECTION 304. MOISTURE CONTROL MIN. SIZE • 2650 S.F. X AVG. HT. Sac .35 / 60 :133 CFM , 1. ATTIC ACCESS AND CRAWL SPACE DOORS ARE RAFFLED_ A. SOURCE SPECIFIC VENTILATION RECUIREMENTS: MAX. SIZE s 269 SF. X AVG. I-IT. 8.5 X ,50 / 60 s,190 CFM WEATHERSTRIPPED AND INSULATED. ONLY REQUIRED FOR INTEG=RATED SYSTEMS OR NOr"'1E5 2. CRAWL SPACE MUST WAVE b MIL BLACK VISQUEEN GROUND I. EXHAUST FAN REQUIREMENTS: • . COvER. a. BATHS. LAUMIDRIES,4 POWDERS - -50 CFM • 0.25" WAG. WIT! -I FOUR + BEDROOMS 3. EXTERIOR DOORS AND WINDOWS ARE TO BE CAULKED AND b. KITCHENS- • 100 (7 • 025" W.G. RANGE WOODS AND DOIJN WEATWERSTRIPPED. DRAFT RANGES MAY BE RATED AT 1O0CFM AT .10 WA. 4. RECESSED LIGWT FIXTURES TO LIMIT AIR LEAKAGE PER ?. EXHAUST DUCT REQUIREMENTS: SPECIFIC EXI4AUST VENTILATION W$EEC 502,4A. 5. ALL PLUMBING, ELECTRICAL AND HvAC PENETRATIONS IN a• BE INSULATED TO R -4 N UNCONDITIONED SPACES. FLOORS, WALLS AND CEILINGS ARE CAULKED AND SEALED b- BE EQUIPPED WITH A BACKDRAFT DAMPER CON5TUCTION TYPES LOCATION MIN, MA FACTURE MODEL CFM -25WG SONES b. ELECTRICAL OUTLET AND LIGWT SWITCW BOXES ON c- OUTSIDE THE BUILDING. ICITCWEN 100 GPM XXX xXX 100 CPM EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE d. CC71"'1P1 -'1' WITH TABLE 3 -3, POWDER M. 50 CPM XXX XXX 84 C PM RECEPTACLE WITH A FACE PLATE Gu4510ET, S. WI4OLE SSE VENTILATION REQUIREMENT. OUT LAUNDRY' AIR L NDRY' R 1. 50 CPt1 XXX XXX 84 C PM T. SOLE PLATE 13 CAULKED OR GLUED TO 3tJBFLOOR BE SUPPLIED TO ALL HABITABLE RpOO1`15 THR01,M'sH S. CAULK/SEAL RIM ,JOISTS BETWEEN STORIES. SMALL THE FORCED AIR HEATING SYSTEM USING THE FOLLOWING JOB TYPE: NEW CONSTRUCTION MST. BATH 50 Cl�1"I '00 )aoc 64 C 1 s. WHEN PENETRATIONS NEED FIRESTOPING REVEAL AND METHOD. DISCUSS WITH YOUR BUILDING DEPARTMENT INSP. OCCU�'ANCY: SINGLE FAMILY FURNACE AND WATER HEATING FUEL: GAS I. HEATING DUCTS MUST DE INSULATED TO R -8. I. FREN4 AIR INLET DUCT SHALL COMPLY WITH THE FOLLOU NG: 'HEATING SYSTEM SEPERATE WHOLE HOUSE EXHAUST VENTILATION SYSTEM 2. IN UNHEATED AREAS, HOT AND COLD WATER PIPES ARE b. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO TWE AFUE 1S% TO BE INSULATED TO R -3. RETURN AIR STREAM 4 FT. UPSTREAM OF THE FURN. BLOWER I„IS„ 635 _ LOCATION MANUFACTURE MODEL CFM -25 WCs SONES 3. WATER DATER STORAGE TANK TO BE LABELED AS C, BE INSULATED TO R -4 WHEN LOCATED WITHIN HEATED AREAS. LALJNDRY XXX XXX 103 CR 1 14 MEETING THE 1981 NATIONAL APPLIANCE ENERGY 'd. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND GLAZING 12.1 % OF FLOOR AREA C:ONSERVATIC 4 ACT. OTHER MATERIAL. U -VALUE .6'5� 4. WATER HEATER STORAGE TANK MUST BE PLACE ON a. NOT TO RECEIVE FRESH AIR FROM THE FOLLOWING AREA: MEETS MIN CFM REQUIRED BY KING COUNTY SEE TABLE 3 -2 GONTRETE FLOORS. I. WITHIN TEN FEET OF AN APPLIACE VENT OUTLET, UNLESS DOORS U - VALUE .40 122 5. LAVATORIES, TUBS AND SWOERS ARE TO WAVE FLOW THE VENT OUTLET I5 THREE FEET AVOE THE FRESH AIR INLET. WOODSTOvES ARE TO HAVE TIGHT FITTING GLASS OR CEILING WITH ATTICS R -30 SUPPLY VENTILATION SYSTEM RESTRICTORS TO LIMIT NOT WATER DISCHARGE TO 2. ULNERE IT WILL PICK UP OBJECTIONABLE ODORS FUMES 3� TRI WOODSTOVES OR FLAMMABLE VAPORS. CEILING VAULTED R -30 INTERCsRATED SYSTEM WITH FRESH AIR INTRODUCED INTO RETURN - �: A h OR HAZARDOUS Av UNSANITARY FUEL BURNING APPLIANCES. ABOVE GRADE WALLS R -19 AIR DUCT WITH T""IC>TORIZED DAf 1PER. S. CLOSER THAN 10' FROM A VENT OPENING OF A PLUMBING BELOW GRADE WALLS TNT. R -13 I. DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST METAL Dom' THREE FEET ABOVE THE FRESH AIR INLET. BELOW GRADE WALLS EXT. R-AO 2. STOVES ARE TO HAVE OUTSIDE COMBUSTION AIR O. ATTICS, CRAWL. SPACES OR GARAGES. FLOORS R -19 DUCTED TO FIREBOX, WITH ACCESSIBLE DAMPER (MN. 6 SQ. IN. NET FREE VENT AREA. 2. THE INLET DUCT SHALL BE EQUIPPED WITH I OF THE FOLLOWING: SLABS R-10 FIREPLACES a. THE INLET DUCT SHALL BE EQUIPPED WITH A !MOTORIZED Jfl I. FIPLACES ARE TO HAVE TIHTLY FITTING GLASS OR CONTROL TIMER ©TO THE AUTOMATIC VENTILATION METAL DOORS OR EQUIPPED WITW A FLUE DRAFT b. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED INDUCTION FAN. FLOW RATES AS SPECIFIED IN TABLE 3 -2s OR ft_ CI ' 2. TIGNTLY FITTING FLUE DAi1PER WITH MANUAL OR c. AN AUTOMATIC FLOW IREGULATIONG DEVICE WITH FIELD 0 ."` AUTOMATIC CONTROLS, MEASURED MINIMUM NEGATIVE PRESSURE OF 01 INCHES 3. 6 SQ. IN. OUTSIDE COMBUSTION AIR DUCTED TO THE WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT FIREBOX. IS CONNECTED TO THE RETURN AIR PLENUM. U NN 0>- :1: TABLE 3- I (.1) li. MINIMUM SPECIFIC VENTILATION UM SOURCE SPEC VE L GN w CAPACITY REQUIREMENTS 111 Z LIU . ATI- NRO�C7f` KITCHENS Lil LD CHENS r I J J L I S d) , INTERMITTENTLY OPERATING 50 CRm 100 CFM 0 CONTINUOUS OPERATION 2m CPl`1 25 CF LI_ 0*viv TABLE 3 -2 CA VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS. G L A I G COMPLIANCE 9 r�,�32 MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) 2x6 Vinyl J� y 2 r im 'wort moiRooM1$ , ---- NO LOAGTICN MODEL W N TYPE Uv AREA UA �! AREA, RT2 2 OR LESS 3 4 5 6 1 a �' "-,., , �` MIN. MAX. MIN. MAX. MIN. MAX, Mk MAX. MIN. MAX. MIN. MAX. MN. MAX. I Family Rem 2010 6.0 69 )CO 0A0 41A I6* LESS THAN 500 50 15 65 e0 eO 120 36 143 110 165 125 188 140 210 I Family 140470 2050 5.0 5,+0 X0 040 25.E $00 501 -1000 55 83 10 los 85 120 100 150 Its 113 130 198 145 2Nd 1 Bard 4 2050 40 5.0 XO 040 20.0 80 108 -1500 60 90 15 113 90 135 105 LSO 120 kW 135 203 60 225 I Bbd 5 2050 410 50 XO 040 20J0 80 1501 -2000 65 ':Ills 80 120 ',16 143 10 165 CO NO 140 210 155 233 I Nook 2010 60 6.9 XO 040 41.4 16* • 2001 -2500 10 105 e5 120 100 so 115 113 130 M6 148 218 I60 240 2 Nolki 2030 30 5.O FIX 036 3010 10,8 2501 -3000 15 113 90 135 IOS SS 120 100 135 203 60 225 165 248 1 Mot Ba 2050 4.0 1.0 XO 000 4.0 I6 3001 -3500 80 120 15 143 110 *5 125 es 140 210 155 233 110 255 I Mot 6/NCI 2050 4.0 50 )CO VAC 20.0 8 0 3601 -4000 ab 128 100 160 115 113 130 1 145 216 *0 240 1"3 263 1 Lei 2 2050 40 50 XO 0A0 200 80 4001 - 5000 96 143 110 165 125 108 140 210 155 233 no 255 185 218 1 Bbd 3 2050 40 !tat XO VAC 200 8.0 5001 -6000 105 SO 120 100 135 203 150 225 165 240 100 210 155 2W 2 Entry 2030 13 50 FIX 036 130 41 6001- 1000 1s n3 $30 M5 14s 218 160 240 115 263 110 285 205 308 1 Entry 2030 6.0 3O FIX 036 $80 6.5 1001•0000 125 188 140 210 155 233 110 253 18 218 200 300 2* 323 1 Dining 2050 60 50 x0 OAO 30.0 12.0 0.01 -9000 135 203 100 225 165 240 180 210 MS 253 210 316 225 330 1 Kitchen 2050 40 33 )CO 040 14,0 5* GREATER THAN l 000 146 218 L60 240 115 263 I!10 206 205 300 220 330 236 353 2 Skylts °.130 20 20 Shy!.. 054 80 43 r - r r r �i . .fir ---.. r i • POI! RESIDENCES THAT EX RO�O EXCEED 0 l�EDMS INCREASE TI# W '! R IPEREG M!lPRNT LISTED POR 0 DEDROXM15 Or AN ADDITIONAL 0 324, 11816 COPYRIGHT Q 2042 t '311 Percentage Calculation CIT hF i �,iK 'y ALA Broo Design 0 CFM PER TI# MAximum CFM IS TO Lb T IMEs3 TIM Mmirti L sag � , Total Glazing 3 gn TABLE 3 I•IMtad moor Area 2680.x0 3 Percentage Glazing 12a , Z , PRESCRIPTIVE EXHAUST DUCT SIZING Grl, C:a1. PERMIT CENTER I+ ' Total A.+ !MOD C 'i r� RAN r. ji !IMAM rl , MOM r�ww sa n. r - _ , .d U 324, � .1 PLAN 2610 AT MY rra 011111 1111 AR pi,�1111I�t INN MACAO N U 211.1 50 4 INCH 25 4 INCH ,0 3 Savings 62.9 Mac NUMBER 02- 2341,C1.l9EC 50 b INCH SO 5 Nal LOO 3 o1MwiElrt CA' 50 6 INCH NO LIMIT 6 I NG IT NO LIMIT 3 Iles -_ r 00 4 INCH (2) NA 4 CH 20 3 11111 il 1 2 . up I to); I IFS. p 1 00 6 INCH 15 6 INC14 IOC 3 00 6 INCP+ 60 6 INTO$4 NO LIMIT 3 100 i 11410.1 NA !0 3 010 1 6 W G'I 46 ` I NO LpT 3 TMN MONO IS .MD 11 TO EE UIMSD * FOR THIS C4ST1sIGTICIN OP TA MOJI 4R CT F CT. NO CM CO b INH Ii 6 SWM NO LIMIT 3 � � � u 114* DA��IO► M P%R"11T1RY MTN0I�IT NMT LEN wow OP 1/1001311 M I MGC. �ITTN 1 in 1 NCM 1O :i o wiac.ui , NIGM NO Loin' 3 11444u. LL YAM OVER ALL iC41Lr9 1 DP 1S M. CONTRACTOR 0461.1. '�IIIIP I01�1 Y ALL DPISPI *, CONDMONM, ETC F�ERTAlII�ILS► Ton •t CI! O I. PG7R EAt;M rtODRIO1�lA1. SAM MAMA= 10 19111r T IOM L! *TH. 1�1 " " !Q AIC'E MOT FMt EE NOTM1lD CIF ANY . 2. Pup( DUCTS Glc TM* D$M"'RTIR as NOT �RwTTjp WITH fa* CF TMM $la. vAI ►Tk7I�M PI M no oll� +u Novo C IT1010 r1mO1 , ""�.. 04 MIMI ORAMINIK ANY _ VARIATION *MU. 111 1111111A.v00 . YH* GPFICS MOIR TO PROMOS* MTN 114111 rClw[ OR CON11iACTCA SHALL ACCOPT F161I., FOR Corr TO IIMCT1Pr WM r . �.. r ..... - --- • .... ..r, w ......- .. - ......... "' .r.•.te.+ „A. +v....yyu,..- s,... ,.,-.. A•r .,. .... .tis. w.rrnr..+ r - .. .... -. .. ►...w. i r 6 4 .... ....� . .,,, .,,.......,..,.�.�.,.,- .._ --... ..- - • 4 ' • • 0 a I ► � _ i i a s... , A sn IL 14 i gm° et .> (= 4 A ti ru I ilmW A i A • •� "r !„.§ M WY . 8 10.-gr r f _� � -- -7_SI: p oo 7"o / S r 1 � Wi n '" 1 I R .T. 4x12 ex. P.T. POST _ .. . 4 .. �.. _ I 1 ON 34"x14"xM" y ' � F PL`/wao i ,.,71-.. , , I 1 1 1 cONC. MEAD /- 1 I L _ _ J (8) 0 4 SAM WAble* i / , M"xM" PL INT IrU.L NT. VT'YP') I 1 R- �q ��vsu c. �rio�� . 41.' -o• 1 � i 1 pi f !,1* , , , . 3' -4 1/2" OW -3" 6' -3" 5'4" Ii' -fD" 4 4' -1 I/2" • ,./ , i LINE OP i i - \ op> gl Aoki se . S 41f> s e *A GANT'L ADV. a a a I I Q Q l3/�)1 x14 �Cr 4 �- Ds I 1 a RIM JST VENTS. 4 a a 15 N DIRT" CPR A v� �.A c Di li.. Il i i iiii 7 iF:141 L c il ii ir � =� - ij8 x a ,v�A bo i-rs r�'N 4. I I D DR$,A/ llllill �- " ° . . *,46". 1 I re) Q _ to 4.. 1 1� - Z. ii J I a 1 1 111 1 1 .. .. _ =_lll� •• - 6 , ��� 10. : *V '' i4).; sA 4 C SPACE GRo v� _ s ii 914 I i MIL BLACK VISG>IEN' Y�4POR I . TYR, C 1" �� k Cb • BARRIER OVER ENTIRE CIRA L SPACE. 16" M R M. C:LEAIIM U Z SER FLOOR JCI!!T$�. * _. ,____. .....^!I . , • ,, • ' ' (a 80. C CO 1? BAR -•. i!1 12 MIN. CLEARANCE USER BEAMS $ " Ou h [�1y / -- - ♦� _ �___ _�_. _ _--_- _ __ _ �__ 0 I ` � t�ER , PIPE _ �5 4„ Nook. » 0 8 F 0 u /D 4T,odS/ i % „ l e I/2 s' -s" 5' -b" S' -Ill" ' -4 I/2" ,' -® 1/26 _. __ _ -- _ .._. - - [1k El1; SET A� TD . _ L... _ AM THIS GIDE FOUNDATION NOTES. . !- it) I a a L _ 74 24 J am 2xb WALL ASV. s • lip MIL BLACK vAPOR DAMEN OvER ENTIRE CRAWL AREA. _ , e ( 2 1 Z i _ OVER LAP EDGES MINA 12 cow.. PAD as/ NY • SO LID OVER SUPPORTS. jj — s I !3) '4 BAR ,� _ h EA. WAY (TM) CONC. SLAB I • ALL FT6S. TO DEAR ON INDIST RSED SON. » 2000 b.. PM. • a 1 I— ft– • Fa /CATCH STEEL PER DETAIL, i XL I SEAR SWEETS, A6 W. I 4" CONC. GLAD - is/ 6x6 0 10 Waft o/ b MIL. v.D. o/ 4" COMPACT FILL • . *Loft 4' TOWAMIDS Oil. DOOR6 0 0 I 4x* POSTS TYPICAL AT ALL C AM SPLICES. Z 8ET AD.. FOM! • ALL SEAMS TO BE 4x10 D.F. '2 UNLESS NOTED OTHERWISE. r -- r - i 4xIQ► r - i r - -- 1 r - -- Zx4 WALL av x J" MSI. UNDER !BEAM v 1 EI- 1......... -- j i-•1 _ - �--- -• t fi-�- -- ---�- . is. 8 • FIVE SJ�t:K M�IIh'1U 1 MIX d L _Ai L Jill L ....it L !E,J \ T SET A.B. I r ■ 1 9 12' - ::'-9" xAPOSTOn1A P' w/ (4) 4 14 BAIR I CK I CI iii .' I Ti�N18 SIDE OF E WAY. USE SM"�P'lk.�N �"� 0 Z Z O I �' AFC IDA11CN FOR tv ADE66 POST BASE I r ' 4x4 ON 12"xlrxt2" KONG. V •1 , ,, 2x;b WALL ASV. � _ I 1.92 PAD 0 0 LL '' •�,� od J r, , I r - I 4x4 ON IVX1YXim" CONC. k I --.- e• I II I PAD SY (2) «4 MARS ' d• � 6 I L Id D J EA CH WAY D SET A1S. FOR SET A,lR FOR ♦ Iv � b -3 I ---.. •- -- L 2x4 WALL ACIY. B.0 � •�' I �,� 4 3x4UIAU.Abv. 0.6 I I 4x4 ON 24 "X14 "kl?" CONC. _ M R .... _ 0 _ J `"" I I PAD al/ l3) , 4 BARS �' : y cF 4 , , $�_"' T k.7U$ 4 L _ J EH WA ASV. r �' 4x1ID : ' r i ,k�v , ,� D ENS" PLINTH 14°.J L .J L . J LINE OF SET AI5. POR �;`'`': ./ (2) •4 VER - S' -S ' I- DAN cam ADv. D� M I 2x4 WALL AEfv. ,m- e g �� 194.L aT. (TYP P VE 3' - 4" 6'•3" 1'• I/'►" �d'„ 3• '.10 I/2" ''"� --'~, �Y- ♦ ' RE EiVED r. 4' .0 ' IOE"1 PT a __ :54 — CITY 0 TUKWILA --- so 13 ea. PT. Maumee) JUL 8 2002 Z' -?) 24' -0" TYP►. VBVT 1"x14" x .1e • !•1 SG. FT. PER VENT 46' -0' 144 PERMI CENTER VENTS REQUIRED � ,�,,. • 143 USE MIN. OF 19 VENTS 1 NCOMPItTE , L T R # cOPYRK,I{T 0 2002 A Brookes Design a , F OUNATION FLAN Dc "(Olt Prefect PLAN 2610 1 - 0• Mt WIMP ' 03-02M CONTRACTOR TO WW1* ALL EXISTING AND FINISH COIE?ITIO 4S. C4NTRACTOR SMALL Matto /r NOTP'Y TI•E DEMIdaR AND STRUCTURAL. ROI ENSI IEEIR OF ANY DISCREPANZIE$ PRIOR TO CONSTRUCTION SE HE MAY MACS PAOPER D IRE TIE Wk vIMIONI, TO TI C S- 111-0'1 THIS DRAWING M COPYRoofflIO MD 1$ TOME USED SOLELY owe Om The CONS1I11WCTION OP NE UMW, Pm .SOT. 140 OTIOR WO OF TN* MAW* lloW.L - ARlIITTED ?N iT MS MRIT71114 C NNW Q ■M CCOCES COMM NC. GOOTT11N OrINDICNII 11,4041,. TAILS PRE CE o in Ail SCALED O11'1PMIC7NS► CONTRACTOR MNALL WIMP" ALL. OrlI MO NIlk CC OaTiCool, ETC PORTAMIl1M To MI Ord =PORE PRO IED,* T IS MICR Must EE NOTPED OP ANT vAAATIO * MOM NI Drumm ANLO/ OR 02401T041 * SNOW ON TAME DRMRIMS. am SuCM VARIATION SMALL S 1i'SOL tD ET NIS MICE PRIOR TO IPIROC.D MRM 1141 MCIAC OR CONlIRALiTG1R fMAli ACCEPT PULL ASIN0nsRM.IT1' • A0R COOT To 141CYPr OM.. • r • S w A r 0 1. M bip § •''" 0 f k i ..r T co K' 1.1 c C::1 0o a 3 00 , E 1 A ai—k _ rilW n g `'i 0 ' e as %M PER GETS K' K TI! r■ i 0 M . .. y� <T V . C4 Ara ,..+ 2x• COW RIM " PLYUD PER SCWIDULE .....•......) 4� AL.TEAdATE" y� 1 am* PLACE LOCATION L i u . ' C - FOR MVO 2 PER _,_ A ,DETAIL IC/S1 , EDGE NAIL 11 i1 1, 4 cif rem lid TN. • en OZ. 4 2x8 P M LEDGER go/ l q►) "x14' EO IOW NAIL =-141 A34 CLIPS • e l4) 111,d • 1i" O.C. • RIM VENT& INSERT OL.IV6 A3 (2) CL f 1) 34"x4" Lea GAL. • 30• TO KEEP ANT FREE ii , LAG SCREW • 3 2" OTC. OF INSULATION N ) x bTLIPb 2 2x LDOIWb lII � I _, ' ) bTl i14RJ w (3a) Beal NAILS „30 / 0 4, ft I / \ I i I-11 [� FIL ALL hIOLEb PER PLAN N o 2x 1!T. SILL W J Ewa NAIL 3► /8 "• Ate. • 32" O.G. I I ] ■ d e ; I ; -. 4 L CRAW. SPACE � GARAe' bLAd I � � e 0 c _ .., , €9. ----I e 401 PONY WAL 1.-- , _ Q ► 3/4” s I C O " • " rw� -I E I a_ 4 tY . ....... 1---- w u_ . 1 1 i CI o ot 1 I elm C I ........_43._ _ ei .,a.�. m o I 0 (0 0 it _i I ! ot LI- i , iii 1 Z I d 4 E I I , , NAINFL.FRM'GNOTS: 2x8 P.T. Leman W/ p 1tr " X 20�s" FRar1E -OJT FoR Fu1a,ACE il l. ' . (4) lira • lip" OC, • I l WAR'1•AIR DUCT, P'EGI�IANIGAI. CONTRACTOR II 118" T.J.1. f I) 3/6"x4" La GAL. ,. TO VERPY SIZE LOCATION. :1: �� • I9,2" O,C, '' LAG SCREW • • 32" OC. et -c4 �� _ ^ _ Q Id" X 24" FRAME-OUT FOR CRAW. ACCESS. ' ' p. k * — EL 15' • ALL FLOOR JOISTS TO SE II '1/r TX. PR NS O 0 2 I `.';J�J illgLeajoi • 1 OC. UNL NOTED .1u r ALL FLOOR JOIST TO SE SLO :KED I+% t.?. 1 • ii" OTC. • SEARMC. — • SEE wrCx4. PLAN FOR BEAM SIZE!!. .1G 4 M A IN FLOOR FRAM I N • ALL. P'06T6 TO OE 4 X 4 HP 9 • 4X SEAM6, 4 X i• d"L 6 MS ALL CADS TO BE AC44 AND ALL DAeES TO EE A844 1 • AT ALL 4 x 4 POSTS, TYPICAL • USE (2) 2 X fir I�# 0 1 CCx.V"�b AT ALL HEADERS AND USE _ = , K (2 2 )( 4I. ., 4 COLUMNS AT ALL BEAMS, U.O.N. ' I ` ' K . "J i A L. c - vZ OR TO VERIFY ALL BEAM, STRAPS PERMIT CENTER 4 SI.tA1 1&ALLb WTW STAMPED ENGINEERING COPYRIGHT Q 2002 A Brookes Design e , ‘11)02-Prit••11 rL.. ru mom o2 -4.111 CONTRACTOR TO WIMPY ALL EXISTING MO FINISH CON DITIO & CONTRACTOR SHALL mom Or NOTIFY TWE DESIGNER MID STPL CTURAL ME ENGINEER OF ANY omGI1EPmCIES► PRO* TO CONSTRUCTION SE WI MAY MAKE PROPER saw I IEV101 NIb TO TM WOK 1011-402 , THIS MAW* * COPTSIGHTI10 AND 1I TO MI VISO *CULT Wed MR T1i GONIr1RIGTICN OP TI# SGT T. P40 OTHER UPI OP THIS MAIM SHALL M PIIIIIPM110 RTm= MI 1MIMTTEN CONSW Cd ISPCOMI S DU NN AIG... oli T1!! DIMIRO S SMALL TANS PRae�MCE OVER ALL SCA�LIID A"� DR R'� IONS. CONTRACTOR WALL NOWT ALL DENONE, CONDITIONS, ETC PERTAINSO TO TOG MCJ!!L WORE PROCISDeik MO °MCI MST 1111 NOTPIND OP ANT N1• vARIAT10 PROM 'IM DI'IRIONII Alen ON COIo * mG SSNOW �� N ON THIN OIi ms& of , Sl M vAR ATIOM SMALL A ASA.vlD WY TONS ORR= MOM TO !'lAOC1111,I* NTH TM WINK OR CONARACTOR SMALL ACCEPT PULL, RISPONINIIILITY , FOR COST 10 ACTIPT SAM i �- • • • 411 . 1 0 • $ • Ji I ai. M .e! .64 > t C 4 Pal do 223 c § , •p...... Sn Ell citNg •r A ,'` r g „E b ew i 4 (4., .- fmi "g / A r r wl 'k .� ..•.•r... j g% _ MAIN R - � ..� .. 4 P.T. 4112 s � , • ALL MIMS. 4 HOURS►. TO all Axle 4x1p DP. 6 2 L.1. 0.. tz. ,.. 4i' -•” A- • TY1�. !. TO !A! 8-4 112" ��� • SOLID SLOCKIN• OVER ALL SUPPORTS. 8 514 CEDAR 24' -0" IN 15'•3" , • PINE SLOCK1P1 AT ALL PLUMBING G PlIETRATIONE. � b' -S" 11-�" ' " 2'-1" `' -S" 6.-i" • Tap U' uN?O O • 8'-O" O R �' +10" ABOVE PL.00IR LIM. W�10. / - ' 1' y A-.. ,- • ALL Extaimen WALLS TO ea 2 x /r • 16" OG, U.0)4. BATTERY DAMP LIM OF F/P A1511 • 4 MSCT SWI' cw (FOR GIMICIJIT� rIIO�TECTION ..., i _ _ SMOKE DETECTORS TO BE AUD�LIE IN ALL © r © I I 7 © • 3/ cummoit 'X Glue_ P s '°I MOM MIEN • >. _ . t _ • • • . I 4 xO �� ls" OZ. MIEN TWO LAYER CC SAY TYPE tic" AID RIM CIN Lam. • mANDRAILS TO ME 34 " -38" AOvE AD NOSING 41140 C9 !118"x!!" Gl.d. ® ® D TRE GUARDRAILS TO DE 3 N ABOVE P114181 410 ROOK U.ON. • WALL FIREPLACE(S) PER MANUFACTURER SPECIFICATIONS • DOOR DETYEBI HOUSE I GARAGE TO CORE WWI SOLID CORE / TIGHT PITTING DOOIt 1 I (D i t OEMS • GEMS, 1PR MUM N THE GARAGE SIMI) OE � "� r o 9 FRAMNG ABOVE OR ARE N COIM N WITH LIvNG • � "A ;O k • ALL 8CYLICINT *TOME 2X4,2X5 ►1!D T ff GLASOIL N FAMILY Y H46 r , � ON 2 x i CIS, uTi4 NE MIR PARE OF ECTLIGHTS ODE LAMINA TED CARPET I Y CARPET SA!'ETT` GLOM • FIROvR7ED W E MICIIE TIw1AN Q' AdV. THE FL LEVEL. , e 1 / N • L L TO eE X 4 STUDS • • Ii" 01:. wax. ' - • 2x8 BLOCK ..• 51" POI! THERMOSTAT. C r • VENT M.I. FANS AND DRYERS TO THE OUTSIDE AS RECD. C RAG. --Nr- 4 1 •USE [2) 2 k .t► If �2 GOLU'7V6 AT ALL FADERS A1� UOE (2) 2 )C ` WP 0 2 COLUMNS AT ALL BEAMS, LLCM. I C X Io • T E ED S FETY GLASS TO eE taw I110010 Au. IAIBO All MUM s 13' -1@)" 8' - ?" S' -S" � � ;ft GLAZED FRENCH DOORS, WINDOW AT TUBS OR SHOWERS, WWIS MUM 3' Olt STAR LAVIeti 4 LESS TAN io" AEON STAM, 3' -3 1/2" • AM WINDOWS W1THN 12" CM: DOORS. -/ SEISMIC STRAPS STRArPED G,o g r WO.. — '— — -r - - p HOT WATER R MATER ER t a w cq, IF u1ATt -PR 1#ATEIe Is O IS O F�ER UPC 31®.S O 144 NallOGID WATER CONNECTION APO 4' N REMIT, IT S _ _ _ ,W� AI o - 1 3 woo iR" CsL.d. '� " ?MOULD OE ANGaORED OR AS lIM D !OR SE1d1"NC. z V 1 1 1 MI bl 1 0 _ 3S � I. MP 4 NEAT ELEMENTS TO BE lb" AIEOvE CONCAVE GLAD. 4 1 4 Q (4 I 7 2 CAR CAA OUTSIDE AIR 01)C 26 GAUGE 1" ETAL WITH ALL JOINTS .--I i TICA+TL�r S�ALEP a DI A. WR'IO�TC�IRIZED DAPPER CONTTiOL -11 OPT • I . ! " r `� F UT I L Ti G l LGGAT 0 4" STEEL 4 CONIC. SLAB -SLOP! ! 3" DOORS FROM TOP PLATE - 8 1/2' X 8 U2 scuA1RE. I to I vTOS H.S. j =a MB 11Z EbOLLARD TOWARDS OA DOORS F e0114 14414 AID LAW GOMWIIUST'ION AIR DUCTS ARE I�EQt►, Q , I 111 I I O '4 LOCATE AT NEAREST E WALL AS REQ'C • CP :■ ..r. SII Z • Ca Id• X 24• C,RAIE. SPACE ACCESS, TO EE EXTERIOR DOOR OR U RAP DT 1 4 WITH WM MI . t SHOULD ISE MEATIER- STRIPPED '$ POST MM/ 112 PLYW OO � • , o _� - _ d► I :)2x5 atom LIGHT IMrACT N* 47 § :;=6 1/1/0"x10 1/0"x10 1� CslB. TU AND G IR NOTEG .r -- �l1 C> i mil an 4.....1 1 laitilimm i r2a-3" iv W-S" h • FIPIEDLOCK ElETWEl.N STIJCS. 01 11- I 1 • LIMIT SHO ER PLOW TO 25 G.PM al CARPET M L ( r • WALLS SHALL OE uLA TO MIN. - 1®" ADOvE DRAIN I.-- I � �k�i _ 1 1 I I I 1 --� NY INLET. �., I I MET ER • ALL GLAZING INCLUDING WINDC7LLS WITHIN lir Cr DRAIN (� " N METER TO SAFETY GLASS. E -7/' I INLET O eE S a 3 -I1 a -3 I I * I S/6" TYPE "x" ON 0 ® 1 ' C E L1 S, 1,06 s LS' r b4xo o I I • `- S L � i4 Q � ` - • .,• • „ TO DE SPECIAL EXAMINED AND ALTERED .46 AEGUI RED PER C14 /CIE .1....._.....\ LIKE FLDOR Adv ........A1/4 � � 3 1/RI"x12x24' LG" GL.d. 1 � • ALL ANGLED WALLS TO E1E 43' ANGLE, U.O.N. III I O - L.NE OF PLOOK ADV 1 6'40" )'42L._4 DAN SQUARE FOOTAGE GUMM 13 ' - 10" ai ' - 2 N 3' - 4" $' - 3" 1' 1 �N E' - 3" l' /2" y �`' O A � . �/� �� // I �i MAIN FLOOR N 10S3 SQ. FT. 22' - / 24' - UPPER P1. r . • 151b1 SQ. FT. TOTAL • MO SO. FT. GARAGE • 515 SGT. FT. 4#►'-IV . A • SHEAR WALL SPECIFICATION SEE SHEET SI RFC: IvED Cr'. or PJKVVILA 1 COPYRIGHT ©2002 lt`+ � td y' I , Lk, 0 Z �0 Brookes Design A,�.�, . PERMIT CENTER I. 8 r,, J ' 4 ' Prefect MA IN FLOOR PLAN ...-1-0- nu MAIRR , . CONTRACTOR TO WIMPY AU. ExIST O AND 1/4"•1'.0" FN121N CONDITIONS. CONTRACTOR SMALL OAtAIEM N NOTIFY' M! DISIGNIR AO OTIILICIU11114. ! fret •NG MIER OP k4Y' DISCREPANCIES PRIOR TO CONSTRUCTION St WI MAY MAC/ MORI* Dim lEv1�IC7N1* T O T1 1 MK.I.. . , THIS ORA NN • Mid • TOM USW GOLIL1' Shed PO. PON 114 CONM►T'ACTION CP T1D MG.INCT PROJECT. NO 0114111t WE OF TIM MANN& 114404.4. M PINIMITTED WITHOUT ME WI ITTIN GONSW OP SPOON* 0a11111 INC. 4111111 1114 comes 046 SMML.L TAM P OMB! ALL WALK) Or 161014. OACWIACT0111 M04.L VOW?' ALL OR"sMICUAo, GOIOITIO * sic PORTAININS TO Tl. SOW Mlf7ls A 3 UONIk TWO OPFIGS MOT M NOT1141110 OF ANT vARIATIONS PROP1 n. DPlI60411 NO/011 COOITIAB 11110N ON flu, O0110104 ANY NUG1 vARIATION 1144444. M 1111111OLVED ST THI. OP= PRIOR TO FwOC#DNS MTM TOG WOW ON 00141111ACTOR SMALL AOCRIPT PULL PIIIIIPOPOSILM FOR COOT TO 1111CTIPT SUITS. i � — ...r...r_ a.N,. . •1.. '.A A^Vw4P -' •- M ..... . « . « M . ... w . -.-. •ytrw.►e. wI w .. r -R ♦ « s . � Or r . « 7 , « . .. .h I 1wY •M...w/.�+1.."1I� M.r'.r..... 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IIIIIIIIIIIIIIIIII IMMO 1111111111= i IIIIIIIIIIEN I I I i al , 1 11 Di I 1 71; la 0 , , 11- 1 • 1 1 , 1 (1) __11 .=.1110NONIMNIBIIIIND 1•1111.1111.....■ I =MINNOMM11111•1111.1 I allmb ■■• GENIMIMI 1 11(1 OA I. I [I AIL LL mE7 r 1 3/4N11 1/110 .S.L. I Ot Bi ... , ILI Ot r 8 , e • , 1 i— LL1 La XIIP i ' I CI) ft_ g 4- It g 1-, 1 1 g , T I 1 _ I I 1 , , ■ i t I t ... 1 _ 1 , H I _ . I ..._______ 6 6 11 lir T.J.1. 0 K7 1):: • 12" 0 19.2 0.0 )1 ' Ik. itirICCINTjC11141"16ST \ 1::1 N' . /GIL 111:77 L: , e 7 , DI61 4 61141 , ,7 7 , I, - ALL JOIST. TO E 11 V r r I ' ' 1=1 I i 0 C42411NUale. ' - b p pi i61 v I CY RIM "ST 0 UPPER FLOOR FRAIING NOTES FLOOR BS" X. MO O S e.C, UNLESS NOTED. - ALL FLOOR JOIST TO EIE IBLICX:KED • • hi .1'3 2 .. , -- -- - - N:-.- --- • WARING. . • SEE MAIN PLOOR P°I.AN FOR *SEAM SIMS UN.O. • ALI- POWS TO SE 4X4WPV• 4X BEAM 4 X olp• Ert. SPLICE ALL CAPS TO El AC44 AND ALL BANES TO SE *44 - AT ALL 4 X 4 PCOTS, TYPICAL j. UM (V 2 )c 6 NIB 4 2 COLUMNS AT AU. 14 EAOLnee AND ME c , (2) 2 x • 1-IP • COLUMNS AT ALL BEAMS, 1J.ON. CITY OF 1 - ;;KAILA ' 7 C OPYRIGHT 0 2002 A PERMIT CENTER Brookes Design . , Project , I nu NuNISIT UPPER FLOOR FRAMING , CONTRACTOR TO VERIFY ALL EMOTING AND i r 02-0'23 PINION CONDITIONS. CONTRACTOR SMALL OIMOVII IN I 1• NOTPY TIM DILSIGNIMR AND STRUCTURAL ANL mown OP ANY DISCREPANCIES PRIOR TO CONOTRUCTICT4 II1E HE MAY MAKI PoPICIPIR Dow nivISIONII TO Tea WOW. , , II • we* , - TM* 014800046 1$ COPYRIGHT110 NO 1$ TO MI UMW SOLELY Uwe PON ms CONSTRUCTION OP THE SUDJECT PRCIAICT. NO OT•45111 Use CP TN* PPLASONS WALL SI POPPIITTID WITHOUT TIM VAIWITNIN CONSORT • CP 111011001 MOM NC. 111111T1114 IMINIMON111 SMALL TAP311 1 OAR ALL SCA= OIMININONI CONTRACTOR SHALL WIMPY ALL 0111111110010, cm* MRTANINgb TO /1411 MK SWOPS PROCINI01411, IWO 01 MUST NW NOTIPINO dP MT vARIATIONS FROM NE OIPIINSIONS AND/011t CONDITIONS WOW 4 .T. ORAINI*16. MT SUCH vARIATION SMALL 1111 1111111041410 ST TWO MICE PRIOR TO 1 wilt T041 WOW OR OONFPIACTOR 11,4411.1. ACICIPT PULL 11111111POISIIRLITY 7 . POR COW TO Plearr MIL ■••••■•■••••••■■••••••••■••••••■••••• . _ - _ • IP • II • • el • III • I .. r g: ,.. Q M GiG s a r.kt 140A ; > c MIP 1 •.M , = °id 12 401 C 0.2 3 2S'.f. 8 -I0 112" 12'•I 1/2" -, Clo) g Cc • " � 11 1 � 1n 4i 130.1 1n - .` t 0 1 ..-; e•1 - W.." ;owl 79 ' el A el in 8 0:1 ...•n 0 As" 2 ...r _4 34" RAIL 1r/ i g t 2x2 PICKET* U. "C.: • 4. 0.C. _ DECK !!! /4 CEDAR • b' -2 S' -a 1r2" • ft' -3 In" 2' -0" 4' -10" 2' -0" 2'41" 2' -9 i I/2" ' -1" 3' -I•'/ •' -3 I/2" U��E R FLOOR NOTES, b • ALL BMS. 4 i -1pRd. TO BE 4x1. OP. 0 2 U.O.N. W •TYP.IE.TOOE a '•I • •k • SOL IC.) BLOCKING OvE* ALL bUf" 1 © V 0 V © • FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. /6 SGT Teo • n 3 * MX OS FI 4 . X0 TRO x0 4 • P OP 11601160048 is OM 8'- OR 6' -My" MOVE PL OOR LEVEL LINO. 1. t \ • _ .. ) 4t. , --at • ALL ExTERIOR WALLS TO DE 2 X 4r • 16• D.G„ U.O.N. - __ ® CS:1 • SPICKE DETECTORS TO DE NOT WOW 1U BATTERY BACKUP 1 4 DIS3COMECT SWITCH MOW CIRCUIT PROTECTION C NLY) .0 DREGT VENT FIREI�LACE 32"xbb• TUB SMOKE DETECTC71lb TO DE MOLE N ALL OED1lCiOf'1dy O = INSTALL PER MAN I • ALL CLOSET/STORAGE SPACE UICER STA M 1ii1OILD !O COI ED • k SPECPICATIC�NS YU Sir TYTE 'X' GAOL STRINGER SPACING IS MORE '114B1 Ii' o . TIE 11J S/ LAYERS CF Y TYFE 7c' ARE IE CO ON LID. 4 9 NOOK . -TIE' ► DECK • * HANDRAILS TO BE 34 ABOVE TREAD NOSING AND B: : �� ' is 4 C GUARDRAILS TO BE 3�Ir• ADONE PINIIEMED FLOOR. Wit Q) ��� �� • INSTALL FIIIL�M..AGE(S) PER MANUFACTURE* SPECIFICATIO IS 5. -p" KS. I .. MST 3ED • • DOOR &WEI N Moues 4 GARAGE TO LSE SOLO COME W/SELF 04 0 CARPET CLOSING / TIGHT PITTING DOOR. • ALL WA.LI, CEI.NG6, OEAMIS IC =MIS N TIE GARAGE SNOW OE , r I 1 PAOND O ED W 5/13" TYPE 7. GYPDOARD BETE T1�EY SUPPORT FAMILY if PRA NrG ABM! OR APE N COMMON WIT 14 LIvNG RESIDENCE. CARPET ® • ALL SICYLIWITb TO IE 3 X 4, 2 X • OR 4 X 4 M1N L.MMA= SAFETY GLASS. I ON 2 X 6 C P18, MTN TIE *ER PANE OF SICYLIGI S TO OE LAMINATED I BO J a A 2 , mErr GLASS s FAMED wr ea1 * P ram AWL V. TIE #L LEA. y H6. • Au INTERIOR OEARNG WALL TO OE 2 X 4 STUDS • 16' 0.C., LEON+. Kt TCI -REIN b',3 1r1" " 3' •2 " D' -11 1/2" • 2x6 BLOCK _• or POR THERMOSTAT. IC X y 0 • r J , • V ENT ALL FANS AND DRYERS TO TIE CUTSIDE AS *ECM -; ! n O 1 _. • USE (I) 2 X 6 aF '2 COLU'74S AT ALL WEAVERS AND USE io .. ~ a[ Q O 1� � ► IA i 2 2 ( 2 X 6 I-IF '2 COLUMNS AT ALL BEAMS, U.N. Z i I QSD • TEMPERED SAFETY GLASS TO OE WED N ALL IMPIPOIS Ab F041001 GLAZED 1'1!OCN DOORS, WINDOWS AT TUBS OR 8140I1E146, 4 _ INTER RIDGE —� WIeaoI$ VW of STAR LOOMS a LESS TIER 60" ABM STAM�B,, I I G — I s L _ — � I I O � _ I • A u WITHIN 12 DCx,s 4 I 2 I v / I I o p , [:, �' i I Q '� I X I II 1 ' - -9 I S '- R''1/2" 5' -4" 1 I L r- ' 22" X ATTIC TO EXTERIOR DOOR OR IL 0- I i \ ( II 1'r► � � 3P)" IC ACCESS, SE EXTE t 14. I I i 4f I I a ' PRIGyvbED WTW R -38 NS1X_ SWOIL{.D OE rEAT+ER- STRIM'PED lI I I OEa ; RA. LOW I I I "n' • I fY i> - 4 - G 3 PKT - _ 64P 84P W. 0 . r - . 'a � TU E3 AID 140WE NOTES: ,: 1111i1:,= r O Sop _ Q 0 4'- I11/2" 1' -2112" 8L Sew I I ...,_1 • PIREOLOCK BETILEEN STUDS. tf) II- 34" LUALL. MA i e dp • LIMIT 814a ER FLOW TO 2.5 G.P.M. in k 1 I 2 0 Q • WALLS MALL BE WATERPROOF TO MIN. le" ABO'V'E DRAIN 8D : : ' " I / ' • A1. L. GL -AZNG NCL.W NG ILR�C IuIT1�1N ,� OF aRA�N ,.� j I w _ , / SW 3 2 i INLET T4 !�E SAFETY GLASS. / / 0— f ' 4 CARPET (.0 0,- a , 7 I . U CARPET . / L 1 1 M 1 1 / . � r SPC 3 e , CAET arr... I �t , // ON k `±� u_ EL 'D' 6 P IX -v '� 1 CEIL'G t • ANY CHANGE S REC IN E ALL STRUCTU RAL LOADS AND SEAMS (3.2x 2x4 WALL 4,0 �■� '_ ,// TO !I' E EXAMINED AND ALTERED AS REOLI ED PER C.I.LAI�iGE EL 'IS' at/ R -IS 1 s S e Fl}c ,� • ® IN8LL. T - � T.S.G. 1 o Pi x / `r • ALL ANGLED WALLS TO SE 4B ANGLE, U.ON. f3YJx (3)2x A de b x0 - I e e • IS AI! WALL. SPECIFICATiC�N s = EL ' A': C ; r EL ' A'; C' Q 4 S x 0 ,!� ® SEE SHEET SI •1` 6x6 POST - mr OO x0 apt. T - EL _a. '- /f 2 Q C1 1' -0" 6 6' -0" 6' -0" 6' -0" 6U-0" 7+., ---' 13' -IQ!" 8' -2" 12' -0" 12' -0" " - . t 46' -0" a ECE.VED - CIS'•' , ")F TUKWILA COPYRIGHT CI 2902 1 L ' Brookes Design A PERMIT CENTER Project 7 /6/1PO, PLAN 2i'10 LIF'PER FLOOR PLAN . nu MISR CONTRACTOR TO VERIFY ALL EXISTING APC , 1/4"111-0" PNISN CCNDITIONS. CONTRACTOR SMALL OIMNEII Wf NOTIFY THE DESIGNER AND STRUCTURAL RE NE ENGINEER OP ANY DISCREPANCIES PRIOR TO CCNSTRICTION SE NE MAT MAKE PROPER OrM REv1SI0NS TO THE WORK. TM/11 DRAWING 16 COIM'RIOiNTED AND 16 TO III IMO SOLELY RWM FORM COOMCTICI OF TFt MIMJICT APO. CT. NO abet UM OF THIS Piltal A1'1 MOLL IR Pt! -,TTED NTMOYT TIM illtITTIIN CONSENT GP WMIOOKE* OWNI IN FICA. MT171114 Cor11100411 MALL TAICt PA;e?R4 < ONER ALL SCALED DrIN NIONN* CCNT1RACTOR SMALL WANT A1.L DrINIONS, CCINOMONM, ETC fulls drean TO M WORK woos F 'NO CM= MAT MI Nk2Tl f OP ANY vAAATIOB RIM y,. OwONINCI II NOON COp$TIONM WAIN ON TWA PRAPINSt MT SYCM 1011111ATION MILL OE IMC1LvEO IVY TM1II CIVIC! PRIM TO PRO01111010 WM NO EOM OR CCINIIVIACTCR SMALL MOW RILL IIMINVIIIMIDLITY ' , PM CAM TO ACTP, SATE. r _ - .._. �. _.,..Y... 4 _ ___.. _ __ .............. . , __ _ .. ......... _ — .5 . - ....,...,...._ ,............,............ __.. ._..- .....- ,.....�... • 0 r . S a r I , ........-- , , 0 1 A 1 biD § i •pi•I F t '�. � a) iI CL) 1 A esma 42 g KY O 'er SS 6 0 I I•4 72 IT ri 00'1 r:C1 G r' ",' .st NAIL 6iItATHMG TO v� ..•. / �U �ATI�IMG � t '''' RAFTER ir/ • i" OC. .- ,.../ F4 IC`J r ... • 6" OG. �, ,. 2x* RAFTER TOE i cg V .. i l NAILED INTO 2x$ �' 'C ..-&d Ilya -- -!.• el 1► FLAT VALLEY W/ iI- /i/i/i /I I/i -. �i1�I�rrfI�I�I•�I (4) 164 ' EXISTING PL.YILD WA PLAT VALLEY NAILED TO EXISTING I•LYWOOD I MEMBERS ea (2) Ii•al • I` OTC. ISIMPSON AA ICA IA OVERP AMING VALLEY DETAIL EA. END CP EA. MY ICY N T.S. TRUE* (TYPICAL) Del. . 11111 IF IM I mai air Mi l ami awl ATTIC VENTILATION CALCS. • 1 ° . • iilikiga ,. • DESCRIPTION ARE • = 1 ti immin n•2 V 6 El EACH LINEAR ROOT CP '!RIDGE VENT ° EQUALS .I2S SCI FEET OF NET VENTILATION . EA 01 A FOCI VENT • avant, Oa !U •m V. 144 EA. !BIRD BLOCK u✓ (3) 24 HOLES 4 1/4" WIRE MEOW • it6 SF. OF NET VENTILATION • REOCF VENT$ • A (6P.) . -A,r_ (300X 2X271) 1662 •' (i) AF-30 ROOF VB�ITS • A (SF.) i• ...e._ }— Ea A AI L ROOF VENTS (3C X2X,o'J►) 30 NOTE, EVERT TRW *FACE T Z AaE � TO EE VEIN GE. TRUSS TO BE DESIGNED Ill G.E. TRUSS TO BE DESIGNED eL�KID - WI EL= TO HAW (3) r • Nile FOR 103"x24" GE. VENT OI•M ENG i USE CONT114JOUS RIDGE ' FOR 1!!" x24• GE. VENT OPENING 1111T14 V4" U 1"RSN _ X RIDGE! \ I -3 / , X I 46' OF CONTINUOUS it 1 � • v _ \ i RIDGE VENT • O "� .. Ti5 CON5TJCTION NOTES: 2 "�1 '• 22"x30" -- • n� AT �$ �, ii r ty O i • ALL TRUSSES SW ALL CARRY MANUFACTURES STAM 0 Z • • ALL TRUGGEB (WALL BE INSTALLED 4 BRACED TO Alk i i ilk MANKFACTURS SPECFICATIONS. • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR 2 ICY BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALCS (1) T 4 YP. • DBL • ALL TRUS6E6 SMALL NAN& DESIGN DETAILS 4 DRAWINGS ON TOP E SPLICE SITE FOR P4tAMMG INSPECTION. at • ALL C�,7MECTIC','aN b CP IIAFTERS JACK OR 141P TRUSSES TO ILL Ot 1 • MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. ILI SEALED CALCULATION SHALL BE SUBMITTED BY STAMPED 1. 7 BY AN EMMEN REGISTERED IN TFE STATE OP WASHINGTON. • ALL NON- BEARMCG WALLS SMALL DE I'EL.D AWAY FROM TR166 tO liol ,.. B M OTTO CWORD WITH AN APPROVED FASTENER TO INSURE � • NON-BEARING OP TRUSS ON WALL. 0 0 Cr • S F-CIWED APPROVED MANGERS nor BE USED AT ALL ILL C 01 ON EGT1 Cr RAFTERS, JACK OR HIP TRI.46E6 TO THE MAIN GIRDER, AS 1 lEQ'D. d t A * ) DS. ROOF FRAMING NOTES 2 GIRDER - i GIRDER II • a • VENTED BLOCKING OVER SUPPORTS. END TRUSS G.E. MI6 ROOF OVERHANG 6 TO BE 12" • rITCHES TO BE 5#V UN.O. AI • S 4 SRS �L DE • 24" O . LM.EB� ', �' � ICAO" ell Q 12 ' -o " NOTED. D • AT ALL PLAT ROM DRAMS AND , AN OVERFLOW �ti� VALVE IS REQUIRED AT 2" ABOVE THE DRAIN FLOW -LINE 0� L ON A SEPARATE DRAIN LIME. �U t 14. • USE (2) 2 X i Iu "2 COLUMNS AT AU, WADERS AND WE �`" And` (7) 2 )C b I# ' 2 COLL RNI$ AT ALL DEAoMS, U.ON. „A ;( ' A a � c�.E;� Ep Ci''�� `�� T �KiNILA COPYRKiHT 0 2 . 2 o? Brookes Design R OOF FRAMING PE T ' '4' RMI CENTER Preset t r)e2 0 11101P /1019 , PLAN WOO it/ NAM 03 -+02f CONTRACTOR TO VERIFY ALL EXISTING AND PINION CONDITIONS. CONTRACTOR SMALL 1 OMNtk SY NOTIFY TFE DESIGNER AND STRICTURAL. 1 Mt ENGINEER OF ANY DIsCREPANCIEu PRIOR TO CONSTIIIUCTION SE FR MAY MAKI IxAOPER D. AEVISI�ONS TO THE WORK. 0 - 14-E'1 awl THIS DAMNS IS COPYRIdM1'Ep AND 16 TO OE USED SOLELY POR 1141 C011111111CT1ON CP 114 WM= PROJECT. NO O11iNR 1 I- OP TWO DRAMIRG WALL Oa P RIP IIT'1UD WITHOUT TWO R!'I �N YTT CQ'MT OP MOOR= OEat4N4 pc. WITTON 18 DIP1.4IM0 MALL TAM Pic PARR e14,.1. •GALE! MINIMA* OCWIR41CTOR SHALL VINO/PT ALL OrE INSI R*, CONDITIONI, ETC RRRTAIMPOS TO NI WORK WORE ''IROC111D442. TM* OFFICE MUST T SE NOTRr CIF ANY e 4 1 VARIATIONS PRIM TZAR Df 1S$ NS &O/OR CONDITIONS SNOW a4 MIMI DRA INS& ANT 004 vMIATION SWILL SE 141141C)L. w ST TNN OIPICE PRIOR TO PRIOCENDIP4S WITH TN! NC OR COW1'IMCTk7R MILL ACCEPT RILL If lONrfN„ITY , MR COST TO 11111CTlT MIL I r 0 / 00 el tit § I •ms *I' = 4 ed 01. 4 04 sr. i 0 . s cli) 1 F-W i O —at Co 8 �i aM CO Cg ., ,, U n lit NAIL $MEATWI NG TO ' NEW •IEATINMG r v *WW1 */ Sd • 6" 0.C. i ' � N A lid • llo" O.G. ..-'' .,/ .... _ 2x6 RAPIER TOE- r 1_ NAILED INTO 2x6 - LL +_ . ./.... Ii. - --. y ..- PLAT VALLEY wI .�..........�...�..�......._ .. f 4) EXISTING PLYILD 2x6 PLAT VALLEY NAILED TO EXISTING PLYWOOD 4 mamas w/ (2) lid • SP" O.G. SIPIPSON NI HURRICANE CLIP AEA OVERFRAIII14 VALLEY DETAIL EA. ENID CP Ea 0 Icr N.T.S. - . TRUSS (TYPICAL) 0.6. • 1 A ATTIC VENTILATION CALCG. a • g ~ ^ It DESCRIPTION ARE r t W M 01 19102 SF 6 31 ' i EACH LINEAR POOT CP RIDGE VENT O EGIJALS .12S SO FEET OF NET VENTILATION s EACH "MO M � I. VW • l II) •m SF. 4% re i 144 i EA. BIRD B LOCK w/ (3) 24 MOLES .. 4 V4' U* p! MESH • 6 SP. OF NET vE NTILATICN XI • WON VENTS • A MR) • A 111 (300X2X.211) I14.11.2 • EAVE VENTS • A (61 ■ ,,,L 4 . (/r) AP-50 (300X2Xm5) 30 ROOF ROOF VENTS M I EVERT TRW SPACE AT '� EAVES To OE Vert 4 ES _ El — a"n G.E. 'T'RUSS TO DE DEAD aAaC TO DAVE 0) r • OGLES - 71 A 0 _ GE. TRUSS TO DE DED CONTINUOUS RIDGE j r FOR 16'x24" GE VENT OPENING \ RIDGE L ` " 1VOPNG OPNG WITH V4 DIME MESH ES�1 414. OF CONTINUOUS ti RIOGE VCNT C NS TION NOTES. • • • . . r 5c310 ` a • link ATTI O `, ATTIG 0 0 WY S 9 • ALL mates 614ALL CARRY MANUFACTURES STAMP. X Z DBL • TOP' !' SPLICE �,. • ALL TRUSSES SHALL DE INSTALLED • TO ti I) E view © MANUPACTURS • SPECIFICATIONS. • e p • TRUSSES WILL NOT BE FIELD ALTEIRED WITHOUT PRIOR " BLDG. INLET DEPT. AP EN OVAL OR G WERM LS. G CAL Ot • ALL TRUSSES SMALL WAVE DESIGN DETAILS 1 DRAWINGS CN i i 1 .1 5 , SITE POI* PRATING INSPECTION. • ALL CONNECTIONS CIS *AFTERS, JACK OR 141PM • TRH i 6ES TO i— !LW A L MAIN GIRDER TO DE PROVIDED err TRUSS MANUFACTURE. . T 1 • SEALED CALCULATION SHALL BE SUBMITTED BY STAI'"I•ED 1 ' ..b. , /� BY AN ENGINEER Ml6GIS TE ED IN THE STATE OF WASI.1 1 C TCN. 0 4. 1 a► • • AU. NON-BEARING UILLS SMALL BE WELD AWAY FROM TRUSS L�L■. 4t4 BOTTOM CHORD M AN PASTIME* TO INSURE Q `— NON- BEARIN CF TRUSS ON WALL. df Ot • SPECIFIED APPROVED MANGERS mum BE USED AT ALL CONNECTIONS OP RAFTERS, JACK OR 14P TRUSSES TO TIC MAIN GIRDED AS REQ'D. • i D.S. 1 1 , • 0.6. 2OOF FAMIMG NOTES: 0 r 1 ■GIRDER . Hall • VENTED BLOCKING OVER SUPPORTS. h II: � . •ROOF TO OE V' 1 * . •1 __ G.E. TRUSS III i • ROOF PITCHES TO ISE S/12 U.N.O. " ell « • OTI�E1rINSE NOTED. SMALL BE • 24" O.C. LESS `A# • AT ALL PLAT ROOF DRAMS AND Garrets, AN OVERFLOW VALVE IS REWARD AT 2' ABOVE WE DRAIN FLOW -LINE ON A SEPARATE DRAIN LINE. % rt''' • • USE (2) 2 X 6 IIF ' 2 COLLINS NS AT ALL WEADERb AND USE P\-- ,se.) (2) 2 X /• hIt 0 2 court.* AT ALL BEAM$, U.ON. P`` ,,t('''. v y - COPYRK HT 0 2(102 �/�. -D t ` 4 Brookes Design IiIT�"� plc '' JK�'1l�� ROOF FRA •• -- FLAN '.. � 1� L 1/4". 0 PERMIT CENTER Pct • PLAN 2610 111.1 NUM" 02.02) i 02: I I i lir /6), OAirEN Wf POE Dow 6•>, -02 TWO ORAWNar ti COPPYROKTED AND IS TOM USW S0L* Y >lI•w MAO* THE GOMNTAUCTIO N Q M SUMS= ! ROJECT. NO OMNI USE CP NMIIS MOM MW.1. OE II M PA==ID E NOYT WE MOITTON CONSIST OP M07•21ls 1211111 04 INC. 1111 OR"III*IONS SMALL TRIM ` MBA T OM■R ALL MAD i Y W AU. Dreamt* ETC ARTAI ONO TO TWO MAC M,CIM>t NW mocu ** Twlb COPICE FIST ■E NO,rw a lief vARIATIC940 PROM THE or!*oOM Al D/011t co1412ITIOND WOW CN TMEM vousees. Amy sow vARIATION SMMLL. ■E ABOOL.v w •Y NO OFFICE rI6ON TO PR"MANS O M FINE WM OR CC447111ACTOR SMALL ACCEPT PILL ABOPONOIONLITT ' . POR COOT TO ACTP Y $ S. .u...•A.�" a , ... ........�...... - -, ... v....4..,..... .,.- . ,,,. -. ...... - .M ... ..w _ • - .- .. .............w ... r ...,r..+rw ^,...- ...rte. � r ge M ?: ,g U. i 6 A )4> =1 °V 2. 1 1:4) zh C A g CL) a g p•Wal q � =SS C ' 0: a Pm1 2 . giA IT .1- M NAIL $4.IEAI MP4 TO .. n RtAPTI* �r/ aid • A` O.C. / .� ''� ►�W SIaEAT�aNr� ge.1 A (3 Mrd • fir` OZ. 24 RAFTER TOM- cad . ,, / ''_ NAILED INTO 20 . �- /�'�I '• i/ I PLAT VALLEY 1r/ ...,�...�...�. - - -- - ..,_.--- ,_.— (4) led , EXISTING PLYYo 2x$ PI,AT VALLEY NI/LILED TO EXISTING 1uLYIL0OO 4 MEMBERS w/ (2) lid • i" O.C. SIMPSON = "' "' CUP IC.1 SA OVERFRAMING VALLEY DETAIL EA END CAP EA XV Xilr N.T.S. . _ « TRUSS (TYPICAL) 0.8. 0 Mill Ille IIIN 11111 immmimmillW _1 . , 1 ATTIC VENTILATION CALCS. 1 6 1 1 O Q DESCRIPTION A!!E t AA P • 0 11m2 v. b 31 1 prnr EACH LINEAR FOOT OP RIDGE VENT d EQUAL...12D SC) FEET OP NET VENTILATION i � .. • VW 0al1 WC, WR • (11100 �fi 11) •1"T1 W. 144 EA BIRD CLOCK so (3) 24 HOLES •• 4 I/4" WIRE MEOW • .ds S.P. OF NET VENTILATION (..) ' • 14001 V ITS • A MP) • / PPP (300112X2!) list f .. ri) ARe -� • EAVE V 1TII • (5e) • ..A__ Z ! VENTS (3a0X2X,05) 30 ® © 4 mos Ever TIM EWE AT EMS TO OE INNT G.E. TRUES M O DE DESIGNED USE CONTNUOUS (EDGE — G :. TIRE TO eE t?ESKwt�ED F RIDGE � POR 11044` G.E. VENT O ZING WITH U4` WNW MESH 0— V X I \ CON &JCTION 1 , l&— NOTE , � _ 72")(30 225(3!" ATTIC ATTIC I�I4 • ALL TIILJddEB SMALL GAIN Y MANUFACTURES STAMP. 0 ....... : . • ALL TIRU86ES SHALL BE INSTALLED 4 !9RACED TO © Q • MANUFACTUUI!!M SPECIFICATIONS M E ‘Zr • TRUSSES WILL NOT DE FIELD ALTERED WITHOUT PRIOR tr) 4 lor 1 r BLDG. NET DEPT. APPROvAL OR CALCS. rm. T. • DM i • ALL TRUSSES SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON ty TOP la SPLICE SITE FOR FRAMING INSPECTION. 0 � U. 'd • ALL CO* CTICN$ OP RAFTERS, JACK OR MIP TRUSSES TO "{ r L. MAN &WM TO !9E PROVIDED ST TRUSS MANUFACTURE. LL t -..1 I t P�' • SEALED CALCULATION SHALL BE EMITTED BY STAMPED .7 4, * - BY AN ENGI ERR RRELi18TE1RED M Tim STATE OF WASHINGTON. Clif) • ALL NON-BEARING WALLS SHALL mg ALD AWAY FROM TRJ66 0 0 BOTTOM 0401 WITH AN APPROVED FASTENER TO INSURE NON - WEARING OP TRUSS ON WALL. U. Ot • 8!'EGP1ED APPW4OVED HANGERS MUST BE USED AT ALL CONVECTIONS OP RAFTERS, JACK OR HIP TIDES TO THE MAIN GIRDER!! AS Rl6Q'D. IF A l ,D.S. ROOF FRAMING NOT I • GIRDER MSS • VENTED eLOCKNG OVER SUPPORTS. DA. ■ ■ i., 011ww111•••• - wwrw11•1• w I 1 G.E. TRUSS GE. TRUSS • *OOP TO eE 11 " �` ;4! a-�' • ROOF PITCHES TO BE b/I't U . CAI .c,o4�!Y � ell • memo • RARRTE1e6 SMALL 1311 • 24. IJN.ES6 Ire 1�' -1Q!" 12�_�M ROOF OTIRWIBE NOTED. 2 9 �2 oi • AT ALL FLAT ROM DIRA * AND , AN Ov!11FLOW "V • VALVE lb REQUIRED AT 2" ABOVE TIM DRAT! FLOW -LINE P• � i r,' ` j ON A SEPARATE DRAM LPE. ' • • UbE (2) 2 X 6 If 0 2 =UMW AT ALL NEADERb AND WE (2) 2 X /r 1# '2 GOLIJ"Pls AT ALL REAMS, U.ON. P E C :: l" u COPYRIGHT 0 2002 CITY '} T',,t< MLA Brookes Design Inc PFAMIr ;ENTER Pry PLAN 2r 1 PROOF FRAM - ♦ 1 1 FLE 111 1:>0 2.111 9 1,� 4 n s II.Oil OMRIEN !r Ma Ms D•4S -ez NW ORAINO M AND IS TO Ell UMW SOLELY Sod FOR Ton COISTRUICTION GR TWO IC? PIICIAC.T. PIO 0104111 1Mt OP TMIS COMM WALL. IIIII FEM!'wT1ED MTMOUT Toe 41 IIIN CONIMINT CP 1111100kill 01111 /144 INC.. swim 0/11111PM4ONS MALL TAM R 1111CIDENC.E OAR ALL *CALM, DIMINO* COMPACTOR SWILL AMP.* ALL Or ONSIONS, CQ01T10N11, RTC PORTA NNO TO THE WOW 111111P01t 0m. WO COPIC/ run m MDYOec► O!' ANT vAIRIfATIGNS RIM TWO DIPIEMIKRIO Al D OR COIOITkNi MN7MI (:;) C ON WWI DAMRIIaA MY OWN vallIATIOI 604.1. MI 1SSOLAD SY T01M OR ICE AMOR TO PROCIIIIONS INN TOIL Wilt OR COf11iACTOM! SHALL ACCIPT RILL 1l ORIMORrTY ' I. FOR COOT TO ACT,Y SAM ... -.- - - - - -.. *-.. ..- -■ .... ...- , -- .....va. +w... - mow ...P.....+ir.■•... ••■••..w. ._..+r► . 1 . 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I I 2x12 TRIM • • • ill 2x12 TRIM 116 • r 1�- b/c4 k%**--- 1 ii' 'aI.T. t3ET ■ ■ ■ n l ■ commit -- ■ ■/11 �■ ■ ■ ■ ■"' ' i • I ■ ~ rt !i■i� � ■ • • NI II El z M E] [ �` N. .•. ■.I.. ■.•.,.�•...I...••• i . Mil 1111 f l iiiiii ■ m ■r� ■ MAIN FLOOR 1' - - • - ■ 1111111 ;it , , 11 _ 11111 2x10 TRIM ■1111 11311 .1 I LEFT ELEVATION 'A FONT E 'A' 1 1/4 " =1' -0"" 1/4 11 21 1.. 0 e1 4 �w.� 4 �= ___ L - ..... . ..,,,,,,-.:, !7-,r, ' - 0 0 1 --- 0 .. CV Z - —..... 2 I— 2241 BAI�CsE � 4 s -- /1•11111111111111111111111111111171111111.1111 W all .. 1 1 1m il milimilik ■••••••■■•■■. ILI w/ bc2 TRIM _ - ---�— COMP ROOFING i c 11 I .... -- UPPER PL.. R METAL PAACIA GUTTER cii) al _� I 0 III A • / ®T". IIIII ILL \ / \ / MI 3i" RAIL {s/ \ / \ I Nil 2x2 PI (ET8 X \ / 54.11•IcKETslitAILac. ir/ • 4" O C. MAX. / \ \/ TB 1� / \ ® _ - MAX. !E)\ • UPPER FLOOR _ "" _ - In PL. II 111 MI flora owe , , Ell III II I•IOR$Z $IDMC, MORIZ 51DMG ----N .., .- • • il / \ / \ i III \ / \ / \ I ix* P T. POST ■ / \ / 1 111 III I 1 I X X \ 1 I 1111 • • • ■ MANN FLC`k7M! _ COI"YRK;HT 2002 r =— Brookes Desigp CENTER , at)02?-1419 , h7 WO nu NMI* I � � � � � � � M ' CONTRACTOR TO VERIFY ALL EXISTING I1C "" I "' V,4 T I Q MMO>iN C iOmOVE. CONTRACTOR !WALL OIIMra /r :'.L1�''�4TIU1�1 ,� I� ANY NcyT TNs M� s AU 1/4 ".1' -0" 1/4" • I ' _o" CON*1*JC ION $1 I'S M �a To 1 1lb TO THE WORK Doe TN* O111•111110 N COPTI IMITOO MO • TOM USW SMOLT IMO MR TIM CONSTA1CTICI4 OP Tea WWII= MA0.111CT. ND Malt • WI OP TNI. MAIM MOLL OS P!I!'1ITTIO IOW T M RMTTIN GCMMN T CP Ou•ON MG.1111111 O - •isi * WALL TICS PIIIICIOINICII OAR M.&. IICLLIO • Mw0VIos GAINS SNORT METAL A.A641146 4 =UMW PLAMit OPIOPOIONS. CONTRACTOR SMALL AMY Atj.l. OIMI'r1G10. AT Al L AMP MIENsTRATIONS INCWOMa 0411,4014 CONDITICR41, !TG PIIIIITANNth TO M WOW /!Om PR COOOME. TWO CMGS r'IRT A NOTIM O CP MN1' I 4 • CALK AT ILL JOINTS 4 PIENITTRATIONS 14 EXMOOR WALLS. vallATIONO PROM M OrliMOM RIO/O11 CONOITIOND WOW CM TWINS OR=iM ANT 111101 vA1OATION !MALI. OS • C,C7K?RAGTOR To VIIIRIPY BASTING MOP MOOS 1IIIIla,vII0 DT NO OP P= MOOR To POIOCOODINS MT►1 Toll 1111,01 pRtellitp, TIM MS S - r-y oMe CONTIIIICPOR OWL& maim FOR OM TO MI•CTIPY IMMIL r+ .r 4VM J I ------- 1 gsk hu g=1 QV Ali 'I _ 0o a 3 E4 s ____ CL) a 2x• ISA1' .41 ks\ `■ COPP AOOFSIG ■■ r� ► ���v�t PI i g w/ 1x2 TRIM Al 11. vo a te T RIM -. ■" X .. r1`, 0 - . 2. or l- 11r11i. 4.11111111111111111111111h, 4.11111111111111111111111h, t4.11111111111111111111111h, &.•I 1 n UPPER PL. R . f.dri■'■r r�■�r 4 METAL FASCIA DER 4111111111111111111111111111111c. oc � � 8 X11 . I� � �� ��.n.�.� E��■i■ • r ■ ter i Aq .� _ \ - 3i m 1111111 ■■r� ■ ■■ I ■ ■ ■ ■ ■ ■ - -- ■ ■ ■■ -- Room ■■ mrRIM El, .. r RAIL W/ X ' , . Imo im•a•i III !I• ■ ■■■■ �� ■■ nu LIN ■■ ' lilinti PATS , 1111110 4" Oz. MAX. / \ 1111 T II1iii � 111131 111131 ■ r. IIp% ' iui ,• ELE„ATION � _ ri■ill11 . VAN MN 1•011104 it IMOM ...,_ _ mon Mil _i==ag i IN fr unimumnimilimmusu IN u-rEr OOR ( I I I I I 1 III I I I I I I I•■ ( I I I ( I I I III I N I I 1 l l ,, I , MAIN PL. E t 2x12 TRIM IM ■ r -. f 2x12 TRIM NORM SIDING ixb P.T. 1 _ ■ I le- -14/bc4 � I COAXER 111111 IN IEEE ■■■ • k . MINN ■■■ I ■AI • .______� r�alNri� I ::: ■ ■ ■ , IIIIIII 6 MIN 0 MIME ■■ ■ 1r. ■ II U LA NN\N El - 0 111 1.1 111 MAIN F LOOR Di_I .1, ig,E. E3 .., 2x1ID TAM l a NM NI Num El (------) FONT ELEVATION '5 1/4"s1'�" 1/4" 31 1 1 .__l fa ` w+ 0 cm os--t.,- to ...._ .. 1.-- IT- 2 9 01 0., t,wt 0 "<[ ........-.2.,.. 0 .,..0.11.-.: ,, - 7 f--- 0 . , 2x8 DANDGE Cif — WI ac2 TRIM G7�C7 Cd�P RPINiG --,,,,41 (y III =..-,......-.. .., EU ...I 1d"x24• SAE. ■ LU . ci) ,_ ., " **._ .�` UPPER FL. E METAL FASCIA GUTTER 19:21 I , U— IIIIIIIII IN / 1163111 r771111 MI Ili \ / 36" RAIL Wi j \ / . ■ \ I 24 PICKETS X i u • 4" O.G. MAX, i / \ , ■ \ T.$rG�. I 2 " P RAIL K:ICET B 4r2— • 4" O.G. 1MAX. • - •••• _____ , 1 \ — 1 1 PERFLOOR MAIN ILL. le ex* P.T. POST wORIZ SIDING `� +! I.Io IZ SIDING --4,,,, 7 it . bxi T. POST --A ixb 1 HOST s \ / \ / I / prim..... J \/ \/ / X X \ / ANDING A I / \ / \ w \/ !E/ \ / \ r / \\ F E C E, D \ CI r7F TuKWILA MAIN 1 \ T.640. v v 2 - PERMIT CENTER COPYRIGHT 0 2002 ■ { I ' - 1 I Brookes Design , , PLAN WOO FRIGHT ELEVATION 1 15 1 IREAFR ELEVATION 3 Na 03.11023 1/4" a 1 + 0 I/4'1311-0" • I GrALvE SWEET METAL PLANING 4 COUNTER •I.IIIROIG OIMO[M IN AT ALL 1 PIIINETRATIONS INCLUDING CNIFINIMalk. • CAULK AT ALL JOINTS 4 RENETRATION6 IN EXTERIOR WALLS Dos • CONTRACTOR TO VERIFY EXISTING ROO, PITC * S- •0111 OISIDEIlING TRUSSES 'R'S TWO ORAL.* IS COPIPt1IN•AID 014O IS TO IMI MO SOLELY lima PO. POR Toll C OTAUCTION OP MI *US CT 1■AO.111CT. NO OTHER WO Q TM* OPIASINS SMAL SE PIIIIIIIIT1110 IIIITMCVT i 1:14) t (0 i3i WITTEN CONMfT Q 11111 OMAN INC. MIRITTIN ow - DIMENSPAls SMALL TA1gi INN ICrDlI01 Oven ALL SCALED OIf'RNMIOI�M SMALL WM, ALL 0E" JIO, CONDITIONS, ETC 1■Elrl'AAINS TO NI MONK EIIOIS C.i PR ED THIS OM Fur MI HOMED OP ANY vMU S R ATIAIIA'I THE 0111114110111 AND/O0 COI�OITIAA SHAH -- ON TITSN ORArINSS. ANT $ vIRAT10N *WILL at 1� � OLv • THIS OPRCE PRIOR TO ARiG 1 Tli C OR C ORACTOR SHALL ICORPT RILL IIMIPONSIOILITT • PON COST TO RECTPT 'IAMB. ■ • le A r A J r 1 0 I 00 ekt) •P•l gi t l i . 6 A „,), , 1= 4 A - ■10111111111111.-. _00111111h. ea ct a cal r — w/ bid TRIM 11 '... COMP r 01 11r 1111ii._ r TIRwI g rsli f w', . 1 gpr _..ismommummommorammunimb,_ oi q"."; el — : fl voirrr - ..1i� 11 mt�rr�I1111,1. r- en UPPER PL. t METAL PA�iCIA GUTTER 1 r�t� r�rrr r �� r C� in •-• I I ��1 -- _ I �, ._.- ....- _ _ .��._� _.....:e ��S ' ter .. mummium , , ., g u _ \ / r _ Mr" RAIL vo — x ME MI , 7 xi BAD M p.. L . �. � NE •uiii :: ■ ■.■■■ km i Ny / \ 2x4 E • • imminini IF:d _ Iffe MI • • 4 oac. MAx. ELEVATION 111111111 MEM • • • ■ ■�i: • • An is /y�1 ■■ . jo � ■Ill ■■■ ■■■ ■ .....� - �� ■■ . - � �C� ■■ I= • ■ 1r . ■ ■ �■ r - '� �� ! ■ ri ■ - . ' 1 1 l MAN PL. R 2x12 TRIM Ell MI ill 11 1 ' I IN FA., 2x12 TRIM rl~IOI�IZ SIDING 7 11: — bc3lbc4 !Q IA A� 6x6 1•.T. }■+OST glum. ■ • ■ A i .. TRIM me ::::::i m ■ ; ■ III ■ _ _ i N! R u . Mil Nr MN _•_•_1..•_•_1•_•_1.■•_•: II II 1 1 1 111 arm III 11 - r awn _ . /r OR rmrnr 119 4 .. - I� n MI arm MA�1N PLO�OR w l . ` , , ii._i1= la r I liN :6 I I ' 1 2x10 MN 1111 rr� �r•n�x LEFT ELEvATIoN S , FONT EL 'C' 1/4" s l' _0" I /4 " =1'_o" 4 _ii _ v a_ f-- «) ty ❑ CO 0 k ,; ,4 11- 1 5 2)45 � '� ti) 4 w/ bc2 Tier, \'....., ROOFING r; . S _ - -__ , Isz. • _......,-------...... L. 1 -E4iFN _ _ rte" j --- U1 ER FL R METAL FASCIA GUTTER d) LU ,_ a / � \ / \ / \ / =11111111. 3i" RAIL sr/ iD \ / \ / 2x2 PICKETS = X \ - " R ul/ AIL • 4" 0.C. MAX. i / \ \/ TA<� — 3b _�� rr,aaETB TAI I \ - ____ pq ' "' • 4" OZ. MAX. c '_" • - !E1\ V ; , warm FLOOR • - I ..... j MAIN PL.. It �10RIZ SIDING — - ; _ N ORM SIDING - ., ixb P.T. P'06T -.6 / \ / \ 1 limb P' T.1. 6T — \ / \ ✓ \ / \/ \/ \ 1 -" x x \ / it / \ / \ _ I\ / (E) v / \ / v / \ FEOF . ED I \ CI'`v , DF TUKWILA \ ,, IN MA FLOOR : , -i • L COPYRIGHT 0 2002 MI M r I _ I I PERMIT CENTER Brookes Design PrOod NOTES: PLAN 2610 • PROVOS GALA! SWEET METAL PLASHING • COUNTER PLAONING nut MuM R AT ALL AOCP PIINETRATICNO INCLUDING CI4WINEYS. 07.423 IRIGI-IT ELEvATION 'C' FREAR � • CALK AT ALL JOINTS t � TRATIO* M EXTERIOR WALLS. oMIrEN er r vet TO „tI�aFY EXISTING SWOP PITCHES INE 1/4"21'4," DEPOSE OPIDIP PO MO NS r 1/4"•! Dow 1 5.111- 11102 TOM ORA11R G N COPTIII 1TRD MC 10► TO SE USW SMOLT POR T141 CONSTRICTION OP 114 !UMIlCT PIIOOMCT. NO 011410 • WI OP THIS OfillsOIS WALL /t PSIIMITTII0 *MOUT TMi MMT111P1 C O 44M 4 T OP I N R O O K I S OSMO! INC. IIIIITTOI 01111P1IO4 MALL TAXI PPIIICWOO1Ct 0110! ALL SCAM, Drimmor* CO141I146CTO1R !WALL vow &L 011.41100811, CONOITIONM, ITC PIIIITANNIS TO 114 SOAK MIOtIs P94001111004S. TIM O P= PUIT IS NOT .•1110 OP AN1r vARIATI • PROM TN OIP •aMAWM A/OAOR 04011111 ON Mitt O*ASINSO R ANT stow vAINATION SMALL M 1 C RROOLAII7 IIIT ThUS OPC= TOR TO rMMOCIIIIIDAM M1w NO WOW OR CONTRACTOR OWL AOCINwr PULL III1U *SLIfl ' P N COOT TO A0IT /. dri 1 I I ap • mei a * I 6 A *a c01'1P. MixxPING LI 1. M 1 �ATbI M� I � ON ACE II ra-- (= 4 ea o c 1P4TEC swoon E up INSULATION sAppL.E _.....00001111111',V,,%%"'' 1A� 11 \ 1NW 8 TIRJSSES • 24" OTC. 0 '11 r, g It-341 OL.OILN- N 1 �) ^ r . �' �,, INSULATION M , saggemirIXIMEareilail. 01 " ( CO ION) ' � c I M Si 6.I TYP ON GtILINGS • TM AUS • 1/li Oka S1.1113 Ir)i PELT I• /b t 4 SOLID • 01IEI�IONab. a '- n 0 • 4 I JaLOOKED, w ACE dllAM4 1 U UV IGIM -� t TO P�RAMNG FLOW, STAGr,�IR E JOINT$. NAIL V , ' GIREAT Fel AS POLLOtte• _ , " - AI�IIlAd1 BW ARY AND OVER EXTERIOR WALLS AND _ �p !b WALL _ ALL SUPPI1TE© EDGES ---...-11140 • `" O.C. i FIELD *GI •S' , iir T•S PL t a • PILING SLEATWNG dIWII PER NW UDC TABLE 2141) ' SUISPLOOR ill' ` r E I L CONSTRUCTION: •P■ , l s 1 11 JOTS PER PLAN 4 • SIDING 1 ELEVATION OR BRICK VENEER PER SEC. 14.3 ON i • ISUILDNG PAPER PER LUS.C. 14C2 ON '�� 1 • ,/ • OAS. SHEATHING ON N. � • 2x MUDS • IS' O. (sow p � \ • INSULATION (see plan) W/PVA PANT OR VAPOR DAEPi , . f ST 4 `�`'' 2X6 STNS OS OiG. W/ \ \ • U '1 2' OMB. PER 1 UDC TABLE 256 UNLESS NOTED S" 'TYPE 'X' G LL43. b R-11 INSULATION ) ON WALLS 1 CEILING AS SHEAR WALL !!!EE SHEET "b"). UNDER STAINS == R -IS INSULATION / ' " T G PLYWOOD L aT 0 / sudFLOOR • F!!N INI FL.oOR COVERING ON NU �' . _ . UUUU ii •3/4" TIk3, 0.0B, INDEX 40/2 . UNBLOCKED. LAID LP 2X BLOCKING • ! END JOINTS, GL NAIL AS 1��1.L.G11 'RAMNCf MOW, STdGCsER 1 .1 Il 2X4 TRT'D MUD SILL. - J OTS PER PLAN TO* 4BTM .OFPIM I I W/'S/d`• X le" ANICHOR ea.T! • TOP M! 5TM. MASS OR *Pi DI '1' DOLNDAR AAND OVER Od AT i " OC PEP! SWEAR •ALL POSTS I I - EXTERIOR WALLS AN!>a SHEAPIDALtb • � D L __ _ —I ALL SUPPORTED EDGES ad AT 4" OC 4 ♦ D.S. Tk3hfTL1NE �-- b MIL BLACK vAPOIt BARRIER FIELD SW AT Id►" OC ALL FOOTINGS TO DEAR ON - — • MN. R -MS NrllIULAT1ONlw t,NDISTURBED !TOIL - MIN. 2000 be. RSA A ElutuDING SECTION s 1 /4usiI.Ou 4 ....i, ft_ p . II— ...- ..1 1 1- 0 . . owl * • TAG PLYWD. 2X BLOCKING f j 1441 • 4" 0.C. -., ~ FLOM LOO JOIS j d) Amir PER Rol. PLAN---. R- MS NSUL. EDGE 2 NAILING r � 1 l NOTCH TOP OF 2 x a 0 � ,. a z SILL 2X TOP " FOR DBL. Pe .- - PT. 2 "� }� - '"`'� II n 1! T. 2�t BIL ! PER ! ist L'IEAPdU I BEAM PER Mt7!V. ON COMPACT n c' 1e� �.x�enR ���� 111/ l4lid FLAN FILL - v la � 29 ILI �� �� REDAR PER ENG. TO POST J r -4% .: , STEEL PER ENG. '03 `- J' -- —1 _ Pit MUM " " • sir TYPE BEVEL SIDING 1,.. ► --- 4' D.S. 3/01► ♦X100 ANCWOR DOLT W/ SNARE WASHERS POST PER 1NDNI. SIP PELT �D �� X GAB. i ! - - - - - -o. - ,.*-- - -- 4- - t� II • TiCaM'L INE .. PER PLAN "r `` - --.� f 2" BARS E.W. 2 " .. y � ```'`- As. PER A REften PER EN G. ENG. -'' 1 : 13 TO DTM. OF r 2 4 D.S. �'"� • W 0 tfl M4eI! STRAP P r TIGMTLN�E �� I ss • , 1x2TRIM „ A35 IP _ tl 4" PE!!F. FTG. I°'lU. BLACK VB. b M IL, BLACK D �• • ;; jq 11 VAPOR BARRIER _ _ hr I NI r i = DRAIN AS is : , + _ -- -* E - 4 PERF. FTG. T g I I I = I I h =1 M PANEL BOX PETER CAN ■ I - 1 1 -11---11- I flik -, = I I= I I= Q I RED UNDISTURBED i 1= 11= I1 ==1I PER !P1& SOIL 0E210 4 PER FNDN. PLAN . 8 t,NDIbTtIRDED • ISTURDED 16" BOIL 111 16 SOIL 2 x 4 "$TUDS AT 1b OTC. FOUNDATION DETAIL SPREAD SOOTING DETAIL FOUNDATION DETAIL (2)2x �""" 1 AT EACH SIDE N.T.S. 3, ,..011 3/ si Ill . 2 x 4 PRESSURE -- - ► " TREATED SILL w/ '� " 54" ANCHOR DOLTS ' : , . R - F,',ED 1 1/4" TO 2" CONT. HANDRAIL ~'' POOPING MATERIAL PER PLAN Cry r)F T UKWILA 34" TO MOR ABOvE NOSING 1/I6" Oh.B. / 3 FELT SECTION USE EXPOSURE I GRADE PLYILID • I I/6"X11 I /4" Epp OvERMA43111. TREADS HERMIT CENTER i /*/ 2 INSULATION BAP�LE 14.4 W DAL NOT TO BLOCK VENTS t UPYRIGNT Q :002 . § ;11 TREAO ' � '' ��.. " I x TRIM Brookes Design -- �' � MI6- B11�D BL w (3) 2 • HOLEs 1. 10 BEVEL SIDING , 'LAbIdINC o ' ~ �'`� COVERED WITH V4" GALv. PES14 2 1/4" 'Al �1 2x48� S ♦ � " K�b !AV! I �LASHISk3 AT lir OTC. r E RIOR � am., �. �` �. ► . I EXTERIOR CEDAR OEC A — ......1•11... , • W , f DO _73.\,,1410> INSULA PER PLAN run* GNTIER - — - 4 's " PLAN 2410 IX NAI RISER I i _ ��,/ MN. Al AIR SP ACE sIT11 �'� T FASCIA i ► , , r , , • le 1 ,1 TOP OP INSULATION AND roe bolo TX. CEDAR ASC .e. . r �'� h I ••• •- i I I FILE men • -• � � .► IEATtrMV131�GMt VENTILATING ow. , 2 x e � _ li �►' TrM•E ITT. DECK JST PLAN -. - / � " . • 11111001 SIpINd PER PLAN GWSw 07- 0?3- i -'d1lG CONTRACTOR TO WIMPY ALL EXISTING AIrD AREA 1111ENEATH STAIRS 804 1' -314 PANEL eOX INTERIOR P�NIe►M CONDITWN1e►. OR Stns&&, oI�EM IN JOT 14042M PER 2 P.T. LEDGER , � 1/16 O,t♦.a. r1/ E' FELT PLAN PELT OR *Pt NOTIFY WE DESIGNER AND __ S Rae ENGINEER OP ANY DISCREPANCIES PRIOR TO TOP 4 BTM. O' *14 O'1 2x $fl • WV CONbTAJCTION SE 'S MAY MAKE PROPER 041. 2x4 P.T. • 4'-0" DEG. • , ---- & \ • • M�'D. OPEN ` OZ. PER PLAN TO THE WOW �' ALONG STRINGER 000119 !•h-m IN (2) LAYERS !� PELT • L . pr IME11�EN EA STUD NSU�ATION PLAN , _ (1) 2xa STAIR JACK. 2X4 fliAJST "LOCK • RISER WIGHT'S 1 TMSAD ALMS NOT TO VARY MOPS THIS CRAW* N COPTRIIINTED AND ti TO MI USED SOLELY FOR The CONM'TRICTICM Cr EMI SUOJECT 1 O 1 10ACT. NO RO* arw TMAN S/D" SN'TMIN ANY PLOW CP OTANI. MISS OP TM* ORAMa SrtAi1. MI Pilmim T10 vorimO T TMt • P MINOAN SPACIN4 IS dMEATER TMAN W OC. 1MrIT'T 4 GClT OP S 0111004 PC. TTl1 PI101I1 ? TEIM TYPE 'X' 0411001411 M.L TAii • i OrER ALL irk DECK LEGER DETAIL os « S A _ E L - W .L S ECTION ELECTRICAl. METER . . ITC PIMITAINNO TO TMt 1MWE 1 w ' . • 4 ). e4 s I o . o ) 1,411,1..,43,„ "" TIM OOP= MOT III M1�D �) vAAATIOND P1rOM Tod IMPTINIMON1 AIDIOR COICRT0411 SNOW t E ) ON MINI 00114101014. MY as vM1ATION L D/ 0111901A410 DT TWO OPP"1C'E MOOR 1O P IOCIIIICiu* MTH Ti -, - OR CONIRACTOR SHALL ACCEPT RILL. ISISPOONstm . ' P QM! COOT TO ACTIFY TAMIL • '' " I • r . I I ., (2)2* STUDS • MOLDS PI , , 1f'., EDie NAILIN• TOP PLAT! 3x4 11 :::= EACH I I 2. . e P 4M • bd• 3S' D.C.. TOP It I I 2x P.T. Mt�7s1L.1 rr/ ANCHOR BOLT! r IfLL PLATE NAI • ■ '!R PLAN (4/ OaG. MAXJ 12 MIN. AT r immommmor■ L �ATNINb TO OCR. 1 r� Muve1LL VIM AHD JOINT*, WITH , '12d • s o 4 . i!! McAOe1� *" O.c. OA. WAY TYr. 3)2" 1 SIMI SCHEDULE NT. N.N,OJ V TIM � ,•.► ' SO • • o�c I fl (2)2x STUDS • Ib' o1G � 0 BOO! ItAILINSo PER SCHEDULE WI e ■ MAIL MOO w/ 12d • S 2 I/ 2$ .141 64:3 ••• !V I imp b 04.OR 4x4 POST a A HbION I •.• 4x12 1�7R. INT ATION , PLY. !!ERR NAILING = C 1 ii FLOOR JOISTS t"rER MAN) , ' 12d • 3 04. MIN. `� . �M O'TrlrLw� NOTED) ,1� I ■... « 13x4 M. w/ ( MIS NAIL U. IIMMdON 111,471411J rr/ .�.�. PINION t-.. In PLYWOOD OR 1nb' O 1 Ib•Z I/3x. NAILS I' I 2x /L OCI v4/ I I/ 2" I. IMleAMIN sot NAIL c . 7. 0 INII*N ue OR� s1 Des :0 --� i -� i �' - _ . • A!'D w/ 12d T.M. ad • b 04. ALL calla!► AND • IT O.C. new. FLAN) TRADE I I M�. ) I I - .r g I I =11= TWN PLAN RA. T USS/ eA. END 3. �01.T TILL i•LA1! TO w/ S/�► DII►►. x 1 0 A.d." • S3' O. G. (14 BARS Tole . . I..--- _ I I , II � I l � llAll . I I II _ ( )3x4 P. LATE r �„ l � ( = (1--■i (--� S. NAIL. �OTT /LAT! T 1� RAMIN• E l1.OW w/ iZd • 4" C'rrC,. CONTINUOUS r._.� r4 • • Ib O.G. VERT �. NAIL 4' It'! I I 6'� 4. FASTEN ILE PLATE TO JO IST OR BL O /GINO ABOVE w/ 134 T.N. • 4 C o.C. � eiC ..._ I I I it DETAIL* cal. rcSitiiiievEr 6' i=i I' y . I I I �--� -� --�(I 2x VIVO • Ib 04. I I 4 fbT "1�14 wr �e- a • 0' o�c. NOM. , ,� _....... PL Y. PIN U1 -- � I- 4 • g J (2OR/ 2AD x. 148 NAILS EA. CND .� .� .� .�•� , � 11-- -11- -1 b MIL. 'BLACK' VIM' /MN ¢ . r ��= �4 VAPOR BARRIER. r "` ' A • . a (2) 941" DIA.xIb" All. • IS" 0.0. b JNDMGATL� 64/ PLYWOOD 01"! SIDS. • a b� _t• ~ (2»4 CONT. SO" MAXIMUM GOVT. I SHEATH**, 1/2" FLY/4000 OR wide 0.S.15., ere sloe. BLOCKED, NAIL r'/ ad r4 VERTICAL BARS ( GOVT. ° : • + 4 0" • 4" 04. ALL 01201:6 AND 12" O.G. FIELD. 4 on , a AT Ib" 0.4. N.NAJ � - • . ° • � 2. BOLT SILL PLATE TO CONCRETE Ili s/O DIA. x 4' 0 C.ON1r . FOUNDATION (CONT.) AD.'S • 2 D.G. E X T IRS4UIALL i MIN. LATERAL PANEL EXTkEAUALL S LA � / "� „4 �.�t J. NAIL BOTTOM PLATE TO PRAM* BELOW v4/ I?d • 1' 04. de 8 1 S /'' "• 1'-0 5/4"1•1' -0" „ . 4. FASTEN MOLE PLATE TO JOIST OR'LOG O** ABOVE w/ 124 T.N. • 4' D.G. 5/4" 111 -, O" AND OETAIL.S oN SI 4 $2. INDICATES rd PLYWOOD TWO ,sjoes, END or PLATE I. SHEATMIN6, I/2" PLYWOOD OR 0.5.8.. TKO SIDES, BLOCKED, NAIL -O' MI. WALL bd • S' 04. ALL woes AND • 12" 04. FIELD. LICE Nd'rTH EXTERIOR ALL BOTTOM PLATE NAILINP / / Felt 9G1 DOLE SHEARWAL.L WALL 2. DOLT DEL. SILL PLATE TO CONCRETE rr/ 5/8 DIA. x 10' A.B.'S • 16" 04. EXT. Y4ALL SWATMIMI•► 3. NAIL DBL.. BOTTOM PLATE TO DOUBLE FRAM** BELOW w/ 2 LAYER* 12d • (23) 12d CONT. TIMEERSTRAN0 RIM PLYWOOD PER PER SCHEDULE (02x '.' TUD O.G. '.S" STAII�CRED. 6. TOP PLATE SCHEDULE CONT. RIM. • HOLDOYMI 4. FASTEN DOUBLE PLATE TO DOUBLE JOIST OR DLOC.K11N6► ABOVE r'/ 2 ROWS I 12d TOENAILS • 6" O.G. 4 2 ROWS A35 CLIPS • 1' O.0 OR FM DETAILS. J _ T T T T FLOOR PLYWOOD PLATE NAILINb PLY. SPLICE FLOOR PLYI�OOD S. Use (2)2x x STUDS • Ib' OZ. t I I 1 raft FLOOR PLYWOOD _ _ l East NAIL!** 't • 6::: FLY. SPLICE • alrgbarit eft !PLAN) LAN) ` M ,� ( � 12d T.N. • 16' O.G. r1_ ; on JOTS TS (Pen �'1 -111�V ---�- 2d T JN. • Ib OTC.. �". 1 I►NDIG�►Te7r S w/ P1,1111000 OW SIDS, 2x STUDS ■ . _ ._� � T • • WOE NAILING, NAILING, 1. S1E/4TMIN6h I/Z" PLYWOOD OR 1nb' 0.3B., OM SIDE, BLOCKED, NAIL rr/ bd • 4" 04. ALL Epees AND 12' 04. FIELD. . ► = NAILINb FLOOR JOISTS ER PLAN) • EXTERIOR WALL • 2. DOLT 170L. SILL PLATE TO CONCRETE v4/ (2) 5/6 DIA. x 10" A.d.'S • 0" 04. 44) PLY. PER SCHEDULE ' • SI - B Gelb STRAP TIE • SI (20) ad NAIL b FASTEN DOUB PLATE TO JOIST OR EILOGKIN• ABOVE w / 12 T. N. • 4" O.G. • AND DETAILS ON SI 4 S2. SHEARWALL PER PLAN 4. USE (2)2x STUDS • Ib' 0.C. !SEE DETAIL D/ SI. tt sPLIGE AND NAIL TOP PLATES As SHOWN . ALL ; ( STUD TYPICAL ROOF ATHItti EXTERIOR WALLS, 'SMEAR WALLS, i AT EACH FLOOR • PLY. wee NAILINb 1/I6' O.B. b PLYWOOD, INr7EX 32n6, UNBLOCKED, rr/ FADE dR ^IN 1.4 LEVEL AND AT ROOF. • HCXDOPel STUDS PERPENDIGULAT TO l'RAMIN6► DELONI NAIL AS CTY°J -I in DIAPPIRAM BOUNDARY AND OVER EXT bd • b • 61 - TO X I ::: OZ- 14 5 T PL, TE LICE Ik JOIST :� :.:� � � !' ICU �4 - U! �► - _ a.m. . . s . . K NSTC WOLc OUN SAT FL +� i - . • ' ALL S1 /4 • I -O S1 a . O 81 4' s I -0 OI 1�1.T.S. FIELD • . F"` �� 4 • . P 1-. - 3/4" T4G, O.8.11, INDEX 40/20, UNBLOCKED, LAID L W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER CA END JOINTS, GLUE 4 NAIL AS FOLLOWS: D1APWRAGM BOUNDARY • ND OVER Idd AT b" OC tO ...-1 (2)2x STUDS • SHEARY4ALL PER FLAN EXTEiIIC!!! WALLS AND SHEARIIIAt-LS EA. HOLDONN E Ot ASE NAIL PLY. TO ALL SUPPORTED EDGES bd AT b" OC Y. rem EAt.N DEL. STUD FIELD LO •d AT Im" OC I .1 n MSTG STRAP TIE DLOGKINd I I PER FLAN„ PILL ANY MOLES OPTION: USE *6 SCREWS • 16" OZ. RV ADDITION TO NAJLS SPECIFIED In 1-- , w/ 2 "x2 "x .140 NAILS bd • b" O.G. 24 • 3" O.G. i t ABOVE • 1b" OTC. 0 0 II PLY. F •� • i 1 �I! 1•1:111100D I I. USE 2 PLATE WASHERS ON ALL ANCHOR BOLTS. . • CONNECT A L L RIM J O I S T S • EXT. WALLS r4 2 GS* GS f STRAPS. EASE NIAILIN6 12d • Ib" 0.C. • J5T3 12d • 3" 04. . N/►ILINIIb I FLOFLOO1•1:11 1•1:11 FILL ALL HOLES WITH NAILS. " 1 Milly,M10.- ` I 2. ALL I2d NAILS SMALL DE 3 I/4 LON6 X .131 SHANK DIA. (MIN). FLOOR PLYWCaOD • 5 04. - ,� - i I 3. FILL ALL HOLES • ALL v4/ 2 1/2' L.C�N• x .140 SHANC J 6 11 DIAL NAILS. 2x4 BLKIN6 12d T.N. • 16' O.G. I 4. ALL PA INS R DRIVEN NAILS SHALL DE 2 914" LO (MIN.)x .156 OVER ■ ■1 TS. PER • 1 1 SHANK DIAL rr/ MINIMUM 11/4" PENETRATION. • ' EPdE NAIL INS 12d • 3" O.G. 2X4 CONT. • SHEARWALL BEND STRAP AROUND C* j ,, ' ystl� ,..-- " ''- BEAM OR MULTI . JOIST G1� C,4. �hd h� ED6E NAILIN* BEAM OR PER PLANMULTIPLE JOIST � 9 ��- y'l�_ UL 51ARWALL PER a : `-'' _„--- . 0 h • . • A • C4 4 _, Tt. FLOOR JOIST P MSTC OLDOWN AT FLOOD � r ` . ' 61 3/4".1' - 0" S1 9/4" ■ 1'-O' 2HEAIRIMALL PARALLEL TO P�LOOR JOISTS �/� 1 Cr' ',:w ; UKv'ilLA r bd • 3" O.G 124 BR O.G. Up) ACE 2x TRUSSES • 24' 04. •E NAILIN& _ OR FLY. TO - TO DBLOCK PE R M I - CENTER WOE CUPYR COPYRIGHT Q :114: TJI DL.rOGKINb d'41ER. (OP'TIC7P4AL) Brookes Deli n FLOOIC PLYwoO 124 • s" OZ. _ _ BIDE NA111N• g,� 220 JOISTS 9 (PER PLAN) ' � �' I I�� � DEL. TOP GMORD TOENAILIN• PER - (2)2xb BLOCK ; ' `� I I i = (,. .� ► -� H Holtz. Wes rJe.P!C. Proi.0 2x4 B.KIN4 l2 Al GL 114 . TRUSS M FOPER PLAN 2610 I .' MAIL TO ALL TAMES MC NNW mi .,„ ■ 09-•23 4 r (2) 2X• GOVT. • b�LltMD TRUSS rwIEl' N wiii, e)ei .„...., I l 1E? PIM SrEARrrAL1 PER PLAN � 1; M MID Mow I ' 51111.I4TIMAL TRUSID ro/ 3x4 Or>IM FLAT 114.ET MD, • 24" OZ. (2)'VAI GUP (ow EA. FIDE) • (' 3 PI AiC�h1AL. 'T" ORAGL' 124 • b" 04. �IRIN TO 2x6) .. .. 4 A .. r ► 4 r •'" ► .4 , . .. I. • al #. ♦.. _A III -• • AND • O'-O' O.G. MAX. ma DRAWN* * COPTRICIOTED AND NI TO MB MD SOLELY goo Oreary mi moo wow) A C SCT UN Or NM OR/IM•* !NALL SE PERMITTED WITHOUT T1# 12411I • ( 7 ?.M OP PC. ORITTIN To TC 0.C. GOVT. it 1 /M" abb. oR D IDIIMC�P0 WALL TAM A'!R ALL SCARED S 1 1/.Z PLYWOOD DIPIINSIONO. CONTItACTOPI *HALL -Si IMF+ ALL OrEPOONO. CONDITION*, ITC PIRTAIM•E TO TIM WOW SP MM Aga ik T =4,-, • • _ • - • ' - AA TYR GAOLE MUSS DETAIL .M � OM! .i�or+ Tl ��lae "'�•r D alp 5/4•81.-0" , 9/4• -O "' liy 0111•401010 aND/OR CONDITION* SHORN CAN NMI o+a rMt ANT IIIICM vAIMATION • ALL ME •MSSO6v1i rT TM* amt PwOA TO PPCICIODIND *TM TMs •owR DR CONTINACTOPI SHALL AOCIMPT ALL PINIPCIOIMILITT e . PON COW TO I1111CTP1' &M'M. • r 1 ........--- . , ( T . womb. IIM w , E ; WWI, &WS ollwlw en Ow plane.) STRUCTURAL MOTES im $ e .° % E) w - 4 I ALL MATERIAL'S AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL C.ONPORM TO THE 16, GONGtiETE PROTECTION ( FOR REINFORCING STEEL SHALL OE AS FOLLOWS: 2b. TIMBER C afTQ GALLED OUT BY LETTERS AND NUMBERS 4 ALL DE "LUNDER- CONNECTORS" DY a r „ REQUIREMENT'S OF THE MANN" N" SPECIFICATIONS, THE UNIFORM BUILDING CODE, (14+11 EDITION. U.S.P. COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G 411 H-I. EQUIVALENT DEVICES BY C 4 FOOTING. AND OTHER UNFORMED SURFACE., EARTH PACE "' " MAN THEY MANUFACTURERS MAY OE SUBSTITUTED, PROVIDED H VE IGDO APPROVAL FOR EQUAL OR 2. DESIGN CRITERIA GREAT/Pt CAPACITIES. . PROVI I� JMDER AND 'SIZE OF FAST'E AS IFI W ii u.. FORMED SURFACES EXPOSED TO EARTH (I.•. WALLS OELOW GROUND) OR WEATHER !M6 OARS OR TER LOAD G AG ES DE HERS SPED ED ere C LARGER) 2" MANJFAGTVRER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE mANJFAGTUIREIR'S ROOF LIVE LOAD ` ( BARS OR SMALL M RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MempeRS, PLACE ON HALF OF THE FLOOR LIVE LOAD (RESIDENTI 4O PSP GO TI AM TIRRLJPS I I/2 NAILS OR DOLTS IN EACH MENDER. ALL BOLTS IN WOOD MEMBERS 'SHALL CONFORM TO ASTM A*S01. A1.J LLJMN ES OR SP' RAL AND DE S I l/2 "'Royce UP * THE HEADS AND NUTS OF ALL DOLTS AND LAO SCREWS DEARIING ON moo C FLOOR LIVE LOAD (DECK.) a0 pie SLAM AND VW-LS (INTERIOR PAGE) 'b /4" UNLESS NOTED OTHERWISE, ALL NAILS SHALL DE . ALL SHIMS SHALL DE SEASONED AND In D iri RIED AND THE SAME ORADE (MINIM4JM) AS memeepts CONNECTED. ALL JOISTS SHALL DE .0 ,r tNi S vt TAIR a CORRIDOR LIVE LOAD 100 PSF CAST -IN -PLACE CONCRETE : SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS CONNECTED TO FLUSH REAMS WITH "U" 'SERIES JOIST HANa►ERS. ALL DOUBLE ,101ST DAM SHALL DE CD OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALL'S. SEE MECHANICAL DRAWINGS FOR SIZE CONNECTED TO PLUSH BEAMS WITH "V" SERIES HANGERS. ALL TRIPLE ,,JOIST BEAMR► SHALL DE MECHANICAL UNITS WEIGHTS FURNISHED DY WOK. AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. '.SEE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANSERs. !' . ARCHITECTURAL DRAWINIIrS FOR ALL , NOTCHES, C•HAMFERs, FEATURE STRIP'S, COLOR, . WIND 60 MPH, EXPOSURE "B" TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PIREGAST. EARTHQUAKE ZONE 3 I7. NON - SHRINK GROUT SHALL DE FURNISHED BY AN APPROVED MANJFAGTURER AND SHALL BE MIXED 2 ALL YWOOP FRAMING DETAILS - THE 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. • 3. SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL DE IN BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR IS. STRj, TtJRAL STEEL DESIGN. FABRICATION. AND ERECTION SHALL SE BASED ON ON THE A.I.S.G. AGGORDANGE WITH TABLE 25-110-1 OIL THE UNIFORM BUILDING CODE. GOMPATIBILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SULIDIN6S ", DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. LATEST EDITION, PLUS ALL REFERENCES CODES. 5, AT SAWN TIN�IE3ER JOI T AREA = = _ PROVIDE CROSS- BRIDCsING AT b'-O" oz. MAXIMUM SPACING AND _ C 4. OINTR TO __ AG SHALL VERIFY ALL EXISTING DIMENSIONS, MEME►E* SIZES, AND GONDITION:� PRIOR TO SOLID BLOCKING AT DEAKIN'S POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE GOMMENCIN& ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS K. STRUCTURA1 TEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, s 56 DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. ARE INTENDED AS GUIDELINES ONLY AND MST BE VERIFIED. ICSI STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S GRADE B, s 55 K!►1 STRI�JGTVRAL CONTRACTOR SHALL PROVIDE TEMPORARY I FOR THE TUBING SHALL CONFORM TO ASTM A500, F a 4.6 KSM BOLTS SMALL CONP TO ASTM A301 5. TEMPDIRAR BRACING AND SHORING DR STRUCTURE AND STRUCTURAL EXPANSION SHALL BE "PARABOL.T" OR EQUAL INSTALLED IN STRICT ACCORDANCE WITH STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED I N ACCORDANCE .� 1 „ I � AG � JRE,S,S pIJ ISHED RECOMMENDATION. WITH THE PLANS. ON. C . PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE SHALL BE IN CONFORMANCE G WITH A.I.S.G AND A.W.S. STANDARDS AND SHALL BE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN 6. , CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS. 20 ALL MELDING . PERFORMED BY W.A,B.D. CERTIFIED WELDERS USING E'1 ONLY IFI FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. TECHNIQUES, SEQUENCES AND PROD REQUIRED TO PERFORM HIS WORK. OXX ELETRODES. ONL PREQUAL ED WELDS (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 ARCHITECTURAL AND MECHANICAL 1. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED I N WRITING TO THE ARCH I TEGT AND THE SHALL BE PERFORMED USING E'IOXX ELETRODES. WELDING Nd WI THIN 4" OF amp !'ENDS I N DRAWINGS. STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. mixer) BARS. D , PRDV I DE TW J 2x 10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS I N STUD S. DRAWINGS INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE BEARING WALLS NOT DETAILED OTHERWISE. NOT SPECIFICALLY INDICATED SLIT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT WOOD AND STRUCTURAL ENGINEER. E. PROVIDE ID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO 'a. ALL.,STRiY TLJRAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED DELIVERY, HANDLING, STORAGE SUPPORTS BELOW. SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, 21. FRAMING STANDARD GRADING BULLS FOR IS T OED AND MARKED IN CONFORMANCE tO ill 1...- WITH W.C.L.D. WES COAST NO. 16, LATEST EDITION. FURNISH • AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. TO THE FOLLOWING MINIMUM STANDARDS: 0 .. IO, skew M ANIMAS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, F, PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUD' OVER IO' IN HEIGHT. f -- AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR ,,,,JOISTS (2x MEMBERS) HEM FIRS 140.2 4 REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. ti) JJ P U1R �►ININcSrS REVIRw: DIMENSIONS A ND QUANTITIES A BEAMS AND STRINGERS DOUGLAS FIR NO2 G. TOENAIL JOISTS TO SUPPORTS WITH 2 -16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXGEEDIN6 -I II. E5 RE NOT REVIEWED 81' THE ENGINEER OF 8'-0" IN LENGTH TO SUPPORTS WITH U.S.P. KST2 STRAP EACH END. -I RECORD, AND THEREFORE MM)ST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW POSTS AND TIMBERS •- AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF . SUBMISSIONS SHALL INCLUDE A DOUGLAS FIR NO.1 14 R EPRODUCIBLE 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. �- ""�' , SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT C 4ANEPE ORDERS. THE C "U" AND TT AT DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTION GRADE. SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. �"'- PURPOSE OF SHOP DRAWING SUBMITTALS SY THE CONTRACTOR IS TO IRATE TO T THE T OP ND BD OM PLATES A BEARING WALLS ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY BOLTED STUD', LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE. I WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS • 16" O.G. , 0 D Cii ETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, AT INTERIOR WALLS AND 2x6 STUDS • 16" oz. AT EXTERIOR WALLS 1 dw) DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT 2x6 STUDS AND PLATES Dt7►LAS FIR OR HEM FIR NO.3 (STUD GRADE). DOCUMENTS ARE DID EITHER PRIOR TO OR AFTER SHOP DRAWIN, SUBMITTALS ARE __I PROCESSED BY THE ENGINEER, THE DESIGN DRAWINI NGa AND SPEC I FI GATONS SHALL CONTROL AND J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING fit SHALL. BE FOLLOWED. 12 , yLUE LAM I NATEp SHALL BE FABRICATED IN CONFORMANCE WITH U.B.G. STANDARDS NO. DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS ECTORS MANUFACTURED BY U.S.P. GONNNEGTORS, A SHOP DRAWIN 5-10 AND 25-11. EACH MEMBER SHALL BEAR AN AITG IDENTIFICATION MARK AND SHALL BE GIBRALTAR COMPANY LIVERMORE, CALIFORNIA EQUIVALENT DEVICES BY OTHER MANUFACTURES III INCLUDE THE DE 51DESIGNING G KA AGGOMPANIED BY AN AITG CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL SE MAY BE SUBSTITUTED. PROVIDED THEY HAVE 10130 APPROVAL FOR EQUAL LOAD GAPAGITIES. OF I PROFESSIONAL BUILD OFE5510N A IF' ENGINEER'S STAMP, STATE OF RING STAIRS, AND EXTERIOR CLADDING SHALL HALL � WASHINGTON, AND SHALL BE B APPROVE D FIR COMBINATION 24F -V4, Fb: 2400 PSI, Fv= I65 PSI. ALL CANTILEVER BEAMS SHALL BE d') APPROVED COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD DOUGLAS FIR COMBINATION 24F -V8 Pb 240 PSI Fes 165 PSI. LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR 65 PS . CAMBER ALL GLULAM ROOF BEAMS k..) CODE COMFORMAIVCE AN ALL NECESSARY CONNEGTOINS NOT SP TO 2 000 R ADIUS UNLESS OTHERWISE SHOWN ON THE PLANS. SPECIFICALLY GALLED OUT ON ( � ARCHITECTURAL OR STRUCTURAL DRAWING". SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND K. INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND SHALL EACH BE ATTACHED WITH Ibd NAILS • �! DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE 12" o.. STAGGERED. U- 01 AVAILABLE UPON REQUEST. TO WOOD FRAMING t L AMINATED VENEER LUMBER SHALL F _ L. C�DD� ' , WALLS SHALL HAVE LOVER WOOD PLATE ATTACHED FRAMING BELOW � �v GEOTEGHNIGAL ALL yV ` 2 d) . 3. BE FABRICATED IN CONFORMANCE WITH REPORT ND. NER 12b. WITH Ibd NAILS • 12" o.c STAGGERED SHOWN OTHERWIS Y' EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL. BEAMS SHALL BE STERN SPECIES, 4sF�i 1. GRADE 1' 12. FOUNDATION NOTES: SUB6RADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, 2f�t? PSI, Fvz 285 PSI. : : 2 9 ` � AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS .1\ REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL SEAR ON SOLID UNDISTRUBED ; ALA, ? O9 FRAMING DETAILS NOT WN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM M K EARN (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 1S" BELOW LOWEST 24. AL! EL 5 SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -2'12. M � STANDARDS OF THE UNIFORM BUILDING CODE. _ -• '� '`"^ ` 4. ADJACENT FINISHED MADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 0:,7 MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MRJST BE ESTABLISHED 2.0E, Fb= 2400 PSI, Fva 210 PSI BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL N. PL'Y' 'D F AND FL. C7R SFEA 1t6 UNLESS OTHERWISE NOTED ON PLANS SHALL SE LAID UP WITH BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE , q,BRIGATEI7 OPEN WEB WOOD TRUSSES (OR COMBINAT WOOD AND METAL) SHALL BE FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH bd NAILS • 6" oz. TO FRAMED PANEL 2 5• EDGES AND OVER STUD WALLS SHOVI N ON PLANS AND • 12" o.. (IO "o.c. AT FLOORS TO INTERMEDIATE DRAINAGE AS NOTED IN THE SOILS REPORT. DESIGNED BY THE MAUFAGTURER FOR THE SPANS AND CONDITIONS SHOWN N ON THE PLANS AND SHALL SUPPORTS. PROVIDE APPROVED EDGE CLIPS • I6 "oz. AT UNBLOCKED ROOF SHEATHING EDGES. ALLOWABLE SOIL PRESSURE 2000 PSF BE FURNISHED AND INSTALLED IN CO ORMANCE WITH THE MANUFACTURER'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., Ibd NAILS • 12" o.c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. CONCRETE SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. 13. CONCRETE SHALL ATTAIN A 28 PAY STRENGTH OF P'Gs 2500 PSI AND MIX SHALL CONTAIN NOT LESS SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE 0. PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS THAN 5 SACKS OF CEMENT PER CUBIC YAW AND NO MORE THAN 6 &ALLOWS 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 GAPS OR EQUAL. OF CEMENT. ALL CONCRETE EXPOSED TO YMEATHER 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% + 1% BY VOLUME. WASHINGTON. P. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. COPYRIGHT 0 2(1(1: 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT SI) GRADE 60, f s PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH Brookes Design 60,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE Few DENT, BARS TO DE MANUFACTURERS SPECIFICATIONS. 1 ", Q. r) P WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE t�1 SHALL DE GRADE 40 fi :. E! VED ALL WOO STUp WALLS , SHALL HAVE LOWER W OOD PLATE ATTACHED TO WO OD FRAMI BEL CITY r v T K iN I LA ' 40,000 PSI REINFORCING COMPLYING WITH ASTM A615 (SI) 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. DI.4 26. PLYWOOD SHEATHING SHALL SE GRADE G -D EXTERIOR GLUE OR STRUCTURAL II, EXTE N RIOR SLUE IN BOLTS • 4'-0" oz. UNLESS SHOWN OTHERWISE. L I . J0 Prow ARE 5LJDMITTED. NO REIIFORGINiS SHALL BE WETSET UNLESS SPECIFICALLY SO DETAILED. CONFORMANCE WITH U.B.G. STANDARD NO. 25- ORIENTED STRAND BOARD OF EQUIVALENT PLAN WO THICKNESS, EXPOSURE MATINS AND PANEL INDEX MAY DE USED IN LIEU OF PLYWOOD. SEE PLANS PERMIT CENTER WELDED WIRE MESH SHALL CONFORM TO ASTM A -Ib'S. FOR THICKNESS, PALL IDENTIFICATION INDEX AND NAILING REMIREMENIT'S. YVMO�UD NAIL-JIVE.: UN.E53 GREA SPECIFIED) 1°L (USE TER NAILING IS DETAILED OR SPEC ED) PRESTRESSING STRANDS SHALL BE I/2" ROUND 210 KSI SEVEN WIRE UNCOATED STRESS RELIEVED M403 STRAND CONFORMINO ASTM A-413 (210 KSI). bd • 6" oz. AT SHEET DEcR►REE3 ' tom V+► 15. REINPORCINS STEEL SHALL DE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH AGI 21. ALL PLYWOOD PLATES AND BLOCKING G IN DIRECT CONTACT W1TN CONCRETE OR MASONLARY SHALL BE bd • 12" oz. AT INTERMEDIATE DEAMRIN G POINTS RINI 315-60 AND 516-65. LAP AU. CONTINUOUS REINFORCEMENT 90 BAR DIAMETERS (2'-4" MIN,). PRESSURE-TREATED IMITH AN A.W.PA. PRESERVATIVE. PROVIDE 2 LAYER'S OP ASPHALT AT ALL V P IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR NM R+O'VIDE BAR'S MA1.,1. INTERSECTIONS. LAP CORNER ' BARBS SO DAR DIAMETERS MINI). LAP AD,EGENT MATS OF WELDED WIRE PADRIC ONE FULL MESH (MIN. OF b ") AT SIDES f4,..., AND ENDS. NO BARS PARTIALLY E141DEDDED IN HARDENED CONCRETE SHALL DE FIELD DENT UNLESS TWO MOMS M i D K TOM EMILY ! 1 SPECIFICALLY DETAILED OR Ali DY THE ST�RUGTURAL ENBrII PoR Ts COMTISIGTION Cr 1>~s SSA= rwO�Ct. NO aTwsw IMO OP TWO DPASII S WALL IN N'OIIIMITTID WITHOUT M MIIITTION commoir Or MOON INC. IrMT O TI O WALL. 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