Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D02-155 - LOWER JUNCTION - LOT 6 NEW SINGLE FAMILY RESIDENCE
LOWER JUNCTION LOT 6 5436 S 150 ST D02 -155 , - i �r� —, I -I ; E Cof Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i ' . DEVELOPMENT PERMIT . Z Parcel No.: 8733000065 Permit Number: D02 -155 • 11-: Address: 5436 S 150 ST TUKW Issue Date: 01/06/2003 W re S 2 uite No: Permit Expires On: 01/28/2003 ..I U Tenant: , Co a Name: LOWER JUNCTION - LOT 6 co W Address: 5436 S 150TH STREET, TUKWILA, WA -J H CO u. ■ Owner: W O Name: SCHERLER ARNOLD E II Phone: � Address: 5439 S 150TH ST, SEATTLE WA i a = Contact Person: F- Iii Name: DON TRYON Phone: 425 255 -6518 Z -. Address: 14420 SE 84TH STREET, NEWCASTLE, WA 1- 0 - Z I- . Contractor: • � ` Name: TRYON CONCEPTS LLC Phone: 425 - 255 -6518 0 N Address: PO BOX 146, RENTON, WA O — 0 I Contractor License No: TRYONCL013DH Expiration Date: 02/11/2003 u1 a' } I— • o DESCRIPTION OF WORK: u.. ~O I CONSTRUCTION OF A NEW 2,360 SQ FT SINGLE FAMILY RESIDENCE, 532 SQ FT ATTACHED GARAGE, 120 SQ FT Z COVERED DECK AREA AND 103 SQ FT UNCOVERED DECK AREA. Cu • 0 PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, TEMP. EROSION CONTROL, STORM DRAINAGE, SAN. SIDE b H SEWER, REPLACE WTR MTR BOX, DRIVEWAY ACCESS, CURB REPLACEMENT, STREET USE FOR WORK WITHIN PUBLIC Z ROW, AND UNDERGROUNDING OF POWER. Value of Construction: $233,291.07 Fees Collected: $3,050.85 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 • Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time End Time I � ; + , Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. � �,): Landscape Irrigation: N ,, Moving Oversize Load: N Start Time End Time: H z,. . ;t Sanitary Side Sewer: Y . Sewer Main Extension: N Private: Public: q `;= .S• . , Storm Drainage: Y 1. =? :, y . A` r b ! Street Use: Y ) r;a, . It Water Main Extension: N Private: Public: I 11,A' ' . . A y t r' Water Meter: 1 I s Channelization /Striping: v y�1 doc: Devperm D02 -155 Printed: 01 -06 -2003 ,p fi ,' .:.e,u::.. , ..._. ..ra:.........., ...�...'.ds.,. i.•.'.<r:.tyx.ec,7 -*.:; • ::.;u.::i•.a...::»:.n:.. ., .,.. . w.xw.w.r..,«.a -yew ....✓..: nw,.+.ns«,ea+,w +.w.v:,...w . r.w+.nrr+'z !.ww.k• .'.. Ewa . nw»snr�+. , •wK+r uw.:a,....;. ' ■ ' i . 1 . ..- - - - -r- 1 „..., 4: �� City of Tukwila . 9 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ���� �-'- D ate: �"O3 Z I hereby certify that I have read and examinee this permit and know the same to be true and correct. All provisions of law and W . ordinances governing this work will be complied with, whether specified herein or not. t6i v 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws .. C C w regulating construction or the performance of work. I am authorized to sign and obtain this development permit. w = J i_ Signature: �2 o -c � G r. ` Date: w g 5 Print Name: -Z/C,/t 7�' - N = W This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is �" i . suspended or abandoned for a period of 180 days from the last inspection. Z ~ -. --- - ;_ -- -I - r - - �.. -, , , y ,. E ! ) Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , : WATER METER INFORMATION . L z Parcel No.: 8733000065 Permit Number: D02 -155 ' 11—* Address: 5436 S 150 ST TUKW Issue Date: 01/06/2003 rt w .. ...•......... w..... .--.!..«..+. U. +.— u..n........•auwul:..✓..U. ........a... w..e.+4«.:,tl.:. ?S..:: ::.:.e..r,.{ .,•• ..4 .. IIAhW/. µ .e A'Ma . ✓... . „ . .MAMltavbMNM/ �}MOI11 �1fiY 5{b1,2r311R t - .- ' - ■.{r -.i ■ t,. r t9 1 -+ ' .... ` ,� Cit of Tukwila 19C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 8733000065 Permit Number: D02 -155 Address: 5436 S 150 ST TUKW Status: ISSUED 1.- w Suite No: Applied Date: 06/10/2002 6 = i Tenant: LOWER JUNCTION - LOT 6 Issue Date: 01/06/2003 _1 0 i u) Lt1 1: ** *BUILDING DEPARTMENT CONDITIONS * ** -I 1 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. S 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be w O inspected by that agency, including all gas piping (296- 4722). J 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical u. work will be inspected by that agency (206 - 835 - 1111). N C! 5: All mechanical work shall be under separate permit issued by the City of Tukwila. H w 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any z i construction. These documents are to be maintained and available until final inspection approval is granted. i- 0 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection w 1-- w purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear o N identification showing the fire performance rating thereof. p 1- 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 w w Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). H C.) 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any . ~ u requirements for special inspection. W z 11: All wood to remain in placed concrete shall be treated wood. U u) 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be Q H construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any z 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. 1 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State 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.). . 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and _ completion of work at least 24 hours in advance. ,'<. _ °. Eta 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 1 21: Any material spilled onto any street shall be cleaned up immediately. : . 22: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally �,.° , `f 23: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. ti 'mo 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation ' ' • � , P rY P p s ,, . r�i.`,, , • off -site or into existing drainage facilities. ' `t:'> 7.x;4; 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been 1>` completed and prior to the Final Inspection. $] j0 : 4 26: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and the difference'' 't (PAOX4 q ty P q q h' pay doc: Conditions D02 -155 Printed: 01 -06 -2003 z' ` :,.,, 1 --- 1 }� :} City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 in permit fee prior to the Final Inspection. Z , I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances ce 2 governing this work will be complied with, whether specified herein or not. 6 = . JU 0 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws . fn o cn w regulating construction or the performance of work. w N u LU Signature: ra,r7 Date: (— G' - 6 LL Q' Print Name: ∎o/(J � It1 = w I Z i 0 Z ~` uj = U o — o f w W • - ; — 0 LL. Uw { { • i jail S• t . $• doc: Conditions D02 -155 Printed: 01 -06 -2003 I 1 ,No.) ... CITY OF TUKWILA • R STAFF USE ONLY . 45 a�� 2 Permit Center av��y o ; Project , , i i 2 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 f ' ' . -� ,' . , tsoe . (206) 431 -3670 Permit [Dumber,} � ' 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: Value of o struction: Locker .J(M e '?LeO 4 Lo7' c ?to" poo Site Address: City State /Zip: Tax P el Number: $ 36 3 ct . (So 51 j (a 1474 9f (8d�' U3ao —CO 6 5 Property Ow er: Phone: / Street Address: ._- City State/Zip: Fax #: 543 9 S. (So 5i r /v ,�W r ( a � 7 Contractor �" Phone: 'i . (f O •v C7>elee/OA zec 425 2 2k^ ?73• Street A dress: City State /Zip: Fax #: Ro /3ox t46 WPG.. CAD4 O$7 125 2 2 a -?Z 3Z- Architect: , g Phone: '47- 57 2e) � � ,00 (Pr ,qrc.. -TT Street Address: City State /Zip: Fax #• /43 / f Se /6 Si` ? (le Vide cO F7007 5 C4'( -5'3 et Engineer: /4/O,(e � r c G, -4c .(, Phone: Street Address: City State /Zip: Fax #: Z ' ~W Contact Perso �— P hon e: - 0A) /;Vo x{25 255 65 r 2 Street Add ess: i.ty State /Zip: Fax #: ' U O /1 4 2 0 5E r S-i`t �ec A"G 54 ed4 05 7 X 255 F6 z1 o Description of work to be done: W = P —J F-- /1✓e 4) ( ft a- CO p Type of work: New Single - Family Residence ❑ Ad - Single - Family Residence � ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* u ❑ Remodel /Addition to Accessory Structure 0 Garage(s) = d l - Deck(s) - Covered & Uncovered ❑ Residential Reroof I- _ z 1._ Is this site served by: RI—Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) LU sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck D p 0 Proposed New Square Footage: 2 3 ac> sq. ft. Dwelling /Z o sq. ft. Covered Deck(s) 0 F- S"3 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) l0 3 sq. ft. Uncovered Deck W w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a 45 P u-O "For an Accessory dwelling, provide the following: iii Z _Lot area Floor area of principal dwelling Floor area of accessory dwelling o O~ ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z ;�,, , 0 .W. ; APPL 011.E :TOR�PUBUC WORiCS�'SITKIVIL PLAN REVIEW >OF THE;FOL�OWING , :,, ; �� !'i . :. .: , '; r'„ aciditiotiaLreviewsrsliall be determin tiy. Pubikc. Works'Deftarfinent) ` . 1 ❑ Channelization /Striping 10 Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling a -Land Altering: ® Cut IC) cubic yds. 0 Fill 7c cubic yds. ❑ 1111 Moving an Oversized Load: Start Time: End Time: ter Sanitary Side Sewer #: ) ❑ Sewer Main Extension 0 Private 0 Public gi Storm Drainage la Street Use ❑ Water Main Extension 0 Private 0 Public gl Water Meter /Permanent # 1 Size(s): ___IV¢ I, (i,X t 5111--f ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: 0 , Miscellaneous V pfb 4LG2 -fl, ri..rD lri G OF Po Lt/6,‹ Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 1 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- 1 . ire by limitation. The building official may extend the time for action by the applicant for period not exceeding 180 days upon i P ' P Y l� g Y Y PP • P 9 Y P E`: �; :;; .' written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall t lialiviiii be extended more than once. / Date application accepted: Date application expires: Application taken b : (initials) 0 PP P PP P PP Y (� � � I � .. /e2 C2,,.? /, -C2 c-�t/_s ; , ; PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 .... ';ri. a .. ys .y;•v:s. < . r.r ;.•:..•::;c;.,a; yr` !�. ,3eat ' I., krattrra.op .eio? earr a -rm u.po,, rYe' sw. w_t Ntx4K1`.'o4#.AtiNeAffft7?o: - - ..... . ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ■ ➢ DRAWINGS PREPARED BY 'A REGISTERED ARCHITECT OR PROFESSIONAL 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 WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H - Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 - 0179 for servicing district. 1 ❑ ❑ 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: ❑ ❑ 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. z 7. Parking plan. W re 8. Lowest building elevation (if in Flood Control Zone). 6 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w = shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). co u_ 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g H -9). ❑ ❑ Foundation plan and details F- _ ❑ ❑ Floor plan Z ❑ ❑ Roof plan w O ri w Building elevations (all views) 2 ❑ ❑ Building height cn ❑ ❑ Building cross - section o 1— w ❑ ❑ Structural framing plans and details necessary to completely describe construction v u" O ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v cn ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, p I Variance, Shoreline or Tree Permit). Z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. El ❑ 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 ". 'Bu Id n" `Owner /Authorized A •Alit If. the'a licant isotiher tflan T he:o `ne 'sf erWd 1(chitect/e` 'neer,:or contractor licensed: 9' 9 , Pl? W , � � i19't rn, by tie "State of INasihington,� a iiplarizgd letter from' the properly Qwrier au horiijing the a gent tb submit hhs permit application and obtaln..tha perrhait will: be required as part.of ihrs submittal .. _ . _ 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 l AM AUTHORIZED TO APPLY FOR THIS PERMIT. :'BUILDING' OWNE :Old AUTHORIZED'AGENT. : .w. . , Signature: �p Date: Z k Print name: n rp f. s C. tog l'p i P 2o6_ Z 4-z ( Fax #: G Address: I � City/State/Zip /State /Zip•/ p .i.. *ef.3g S• (co s4- ' GO G r (Pe I?? 1" SFPERMIT.DOC 2/13/97 . • ..,vZSr_YN7LCKer.4..,". T fwr,.xrrBR,144 ANil)"i f/' a, .M ,M1 rj^. +x + %f ' fnVeg MR - _ > - - ,� R Payment Check 2863 1,917.15 u. �' RD Pmts Re -Dist .00 W Z 0 N. F = Z F. ACCOUNT ITEM LIST: ' Description Account Code + Current Pmts , BUILDING - RES 000/322.100 1,744.15 • 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 LAND ALTERING PERMIT FEE 000/322.100 23.50 PLAN CHECK - NONRES 000/345.830 - 1,133.70 PLAN CHECK - RES 000/345.830 1,133.70 PLAN CHECK - UTILITY 000/345.830 30.00 PLAN CHECK - WATER METER 000/345.830 10.00 i E::; , ;, STATE BUILDING SURCHARGE 000/386.904 4.50 7,, WATER INSPECTION FEE 401/342.400 15.00 °`fi' WATER TURN -ON FEE 401/343.405 25.00 M. AM Total: 1,917.15 f 4j '1':'-'44'H .41..t..! t)1. %07 9716 TOTAL 5051. 50 ±793, doc: Receipt Printed: 01 -06 -2003 . rF' ... • . .. t t f \ ..0 -lv ?.. itI. n .., 1 v l ...<.1 .lY - YM `.- .r.nw,.yww rr+.� x� w..- ..i w. ..,..,, . nr...,. .. - M _ .. 'e... .,.-. „. r , 1 , , a Ci t y of ] ukwila • . 1 1 z I W CL us . . —�, U 0 ' INSPECTION RECO ~ 1 N W Retain a copy with permit N W INSPECTION NO. PERMIT NO. — j u O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Pro'ect: Type of Inspection: U 1 LUe/. -LV C.f; (1Y ^ ) _4 r "3i�'Y;t. R e eo e � s I a Address: Date Called: ////-iO3 Z 't / /5 S _ Special Instructions: Date Wanted: a.m. Z I - { OX to le /r • p.m. W aj Requester: D 0 / t h' 67M, /03j o v` Phone No: Cal— _ W W I . ❑ Approved per applicable codes. 0 Corrections required prior to approval. LL ~O • COMMENTS: , U Z 0 '. z ' SL-k, It/t 2 ug' - 7 16.14-,6-0,. t t.1 C LA--.. . 1 : • I• , p a i' :.I r Z , - r -s•, F.:,, ,x Date: ; . ; Inspector: ll 7 ; ' i:; �; , 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t . ,l ■ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ift�, f Receipt No.: Date:? f ^, S 5� t< ,yv^ i, ' a,nr Jat. b.0 4fii tR Ku> a I + ve i 4 ?fF t r . .. .... . : - i - -t..�r ,, ll ,' 1 Z Q I-Z C4 n INSPECTION RECORD D02 55 u) w e- Retain a copy with permit ! INSPECTION NO. PERMIT NO. CO u_ CITY OF TUKWILA BUILDING DIVISION ui } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 J Project: Type of Inspection: u_ L ower unction li nctl d Address: Date Called: u� X 6 S 150th St 7 -7- 03 Z Special Instructions: Lot 6 Date Wanted °( �� p.m. W O Requester: W Don Tleyole) D CI Phone No: 206 - 355 -8q 09 0 0 F es- - . W W 2 El Approved per applicable codes. 0 Corrections required prior to approval. I— 0 COMMENTS: • W o co cotn 1 40 --iut..-P ` 0E- S ) t ( `( SO , $ i( \ I Jt . Ip ,p < t 1 li - 1 /q -t L'At-0.- 1 uftt-LA . .,- -"7"..,„ -�. ', , ' : , , y t t 4Li Y . Inspector: Date: J a t h, / _ .,�,. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ‹ :r,.1' Receipt No.: Date: i 4 ` WWW "' Iji =ti .... .. ... I , .. J+4v+fn a -.,r41.:+ ° 1 H �5:'viY' ; ;.' /, i 2 �i ,Zkn! i v' ;.,e..,.!. �„ 1 ■ . - i , - l.rr -,1 ` Z ; I.— W W Ili i 6 ^i U 0 INSPECTION RECORD r� w = I Retain a copy with permit v /55 LU i INSPECTION NO. PERMIT k • to U. CITY OF TUKWILA BUILDING DIVISION / , 4 2 y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Project: Type of I ection: U. CO Lrt,vf V J un(' -hon - Lc I- f P in ii I = a Address: , (o 5 I �� " Date Calle : I� c 1— W G a y (' J // / Z W H Special Instructions: Date Wanted J `` a, Z O 1 i i o i 0 p.m W Requester: ` D `� D C3 Jv) '/ Dp U PhonVy — %; ` CI ~ [I W W Approved per applicable codes. E3 Corrections required prior to approval. �' COMMENTS: LL. Z W U V nor � -- Of o P — p H Z C fo\I - ed ‘ I 014_, v\&t I -: ei3O4,9 ,p Inspector: Date: = s7 _ . a tjj . � / - 1 0 0 , ' }.N $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I ' 'G� ;, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4'44k ' I 31 :r1 V;:.:, ",ii,c1/2.,.. . .:..,.Z.,:ze -',1, :7,1 i: . J, ‘ ... a, , %ai: 4 .., 7 F .. , .. ... .. .. �.. ... •1>rlLM � w. r�i. �i3 k�} lx `tiS`4 }.v . ✓�)' %�Y f��t� 1 ■■■■■■■■■■.. i , ■ • ...�r ..l Z Ih- iv (Li - U .. , 0 0 INSPECTION RECORD co o Retain a copy with permit no 2 w = INSPECTION NO. PERMIT NO. CO LL J H i CITY OF TUKWILA BUILDING DIVISION Lu 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /� w yJ/ Type of Inspection: Q V� v S V YY A( i V 4 V) Address: !! Date Called: I a F . W 5 �3�0 S `2 I �//U 3 = Special Instructions: Date Wanted: j � '! a.m. z I— . p.m. Z I— Requester: L uj i QN / 7-� r ?� Do Phone No: V N -2.06 . 5) fo , ° n = W Ej Approved per applicable codes. El Corrections required prior to approval. h U COM MENTS: � Z f � W 1 -_-_. _ i y � A O I... • ;`I H f 01, _ D, , TI. 1/U vA,,,.a 0 f .m im-p a- of Z cv- g /V( ( 6 -67 C w. C .4„„..:, i ril2V4 LL x te 1 !1!: s i I Inspector: `' Dater , ,, 4 z , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ; u kat," `6,'' a Receipt No.: Date: !x 11 .. v . w: r.t'h: ., ,v ^ r.} y •' ,n t r'.1:Yt f s .W C.' I �G d +sad j a., -u ;a :':cEb •3St5i ot.5, tsn.ti 3 rf I 1 t , - I.,./- ■ ■ 1 Z H la INSPECTION RECORD c a n w R a copy with permit � o�r , al H _: ' :• INSPECTION NO. • PERMIT NO. } CITY. OF TUKWILA BUILDING DIVISION W 0 ,( . 6300.Southcenter Blvd., #100 Tukwila, WA 98188 (206)431 -3670 2 1 t:. Project: Type of Inspection: •.•.: I h e JUY1CJ 1oh sewer -he 1v► v� Address Date Called: �� H W 436 .) 001 St 10-03 • I ` Special Instructions: Date Wanted: a .m. F- O �I - o3 Z I- S`' - Reques er: W ' .-- ,- \ Eric. >> t::',.:::=: . P N .\ iQb - 355 -8908 0 - '-'..,.-•:;,:'• '�! W W F '`:, .:' •••-� A roved per licable N ( Corrections re dired prior to approval. = U ® PP P Pp `cods• q P PP I - i _ \ W F- 9 ` � COMMENTS -6.� \ . Z ` �:�� j ' ' (4 (0" & ei '2- 21 . `' ka..e 'k Li fIJc- cs$J( lo 1 t-• ,• _ T 7 • i • , h*' + ;' e y Date: ' , , P. Inspector: , a z , � �`� r � ,i ti, V L iti is . 4 : '• $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " I' "t': = paid at X300 Southcenter Blvd., Suite 100. Call to schedule reirispection. 4 , , . , ,* ;'� Receipt No ' Date: . 4+' IS r .1% ' I ;. 4. y ` • r , '. . a• < r ?.at: n9 : L ''' . ,.7.t1f7.''iYixc>.pt ' j, iw'ii `.,, ' + i ctr ,±0 .l ,, . ,.;.1 -,:z.. :.r.. - . ;., s '�' ._ .. .. ,. ... � ... . .. a'• Y'! kai , Ig (� a.�3ii4?+PL'i'- 7.':,��:, . ... ., �.., -,M «. c• u. Yei. Littl ^:4�1 %m .:..h -'.. ?� °J,�','.F,v�u�. ."'�ti:: 1, i ,`.±ix :fix. i - - . ..... ..: z w ce 2 6 = _1 0 0 0 u) uJ INSPECTION RECORD Dol."' Retain a copy with permit co u_ INSPECTION NO. PERMIT NO. , a l 0 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u. < m Project: • Type of Inspection: • • L.-ow-9A \ S q 1- Lii Addrgss: Date Called: Z I — 5436 So 150 1\A L I/ t I 0 I.— o Z I— Special Instructions: Date Wanted: a.m. i ( t.( 11J w p.m. , 2 D Requester: . / . D 0 ' -. 0 — - -7 , Phone No: 0 I— ' tj , :. 111, li d I— ] Approved per applicable codes. 0 Corrections required prior to approval. 9 : 0 Z ; 0 • COMMENTS: lii 0 -- i I= I T.. . 0 Z ' s Lill 10 ...-.../.c.(A.r.r.-rp_. 4. c...0,LAkaz - n ,c$ 44-t FA-0-Arv--. s , to, L'3-4-e4 • ■ • f-kkm-t. —1-6 1‘1.4_,,,.) c Q "r-vi K, I elt i6..c.f: al , . ,7 , 1 :,.; Inspector: ;:.:t.;*,...1 : ' . , , CAI Date: 9 i 110 1 , , , I l la ; A.:4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 4 , - rl.. C.,, v p ,, , 4 40 ,ro tt 1 r paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4.z.r.....I.u...:. '. .., .„ ? ,.,,-,-(....,!' . -. ‘.. -. - : ,..'0..4 - fi r - ' f /WM MICRO COM SYSTEMS LTD. . . ; . ................ b. ._,- - ,.., e" I , --...r ( •--- e I /' r - ' .4. - - z is .F- w CL J U 00 INSPECTION RECORD O W 11 Retain a copy with permit (55 -J 1- INSPECTION NO. PER O. CO u- uj CITY OF TUKWILA BUILDING DIVISION - 1 , } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 , � J t u. Q P olect: Type of Insp ction: n Addre s: t Date Called: F _ Sfc 4 ( 3Z) Special Instructions: Date Wanted: Z 0 P.m. P (1/0.3 .tn. w w Reques er: ? 0 �ihn N P ne o• 0 2A5 e) 3..5 ggoq o w w = o . Approved per applicable codes. El Corrections required prior to approval. U. O I COMMENTS: i Z • U= ~ O t- z lk I i - . / .. ( a / 1 � a ,. V I rj • 10 REINSPECTION EE REQUIRED. P for to inspection, fee must be f°`4,. 1 i 1 .aid at 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. IMA 1 Receipt No Date: -kr ,, Ec;7 1 e . ; ') 1 . . — I , - — _'. Z 'i- Z V` "".''N' +< s r A., '' , .r —, ,,,,,'- ...r.�.i -� .wee .. . . j 0 U O :`: u) c u) ILI INSPECTION RECORD W = Retain a copy with permit NOM N u INSPECTION NO. P • • M1 �/ w O • / CITY OF TUKWILA BUILDING DIVISION ' V, 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Q . Project: I Type o f Inspection: CO M L &CL ) C— > jun(17cm li toa d � W Address: Date Called: . H 5 3( S /50 5 /- L i 9110 ; o . . Special Instructions: Date Wante Z l / / o3 p.m. 111 ? Requester. ., M p. . DO w : Phone No: C3 f-' 00 . 35 5 - - 89 0 1 =W C Approved per applicable codes. 0 Corrections required prior to approval. �- O Z . COM ENTS: • U U) 0 F. ' Z • \ I 1 l ib *gg .[ . ' ' 7.5 tiA;tai 7 ni l In spec to . Datz �.. wM // I / ��-1, r , t• , r VA S 4 .00 REINSPECTIO FEE REQUIRED. P � >2.-- or to inspection, fee must e kid at 630 Southcente Blvd., Suite 100. Call to schedule reinspection. , I No.: Date: 9 3 `' is - zro, . ^ .`.; ,�x � .. '} • . . _ . .. _ :`'''''''''''''''''''';'1''''' . .�L +4' , � � ,.. � .. . ..: wY'f. •' �v . ..,�5;? . ...ti: s s� j t.E`: wi . ■ ,. .. t,(S ';t 1 , ..., . I -, ... ' .. _.1 . / ,... . Z < • i l... Z re w 6 g , d _,, w 0 Retain a copy with permit CO 11J INSPECTION RECORD w —I j— e- 02.— k 5C A , mu. INSPECTION NO. PEAs I p • . u j 0 2 i CITY OF TUKWILA BUILDING DIVISION 47 ' A -- -, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 . u.. a . n Project: Type of Inspection', k..0•0.1 .l Nr4 tAJAAt Address: 1,1* to Date Called: .r I Z 1..• I SM 1 (9 S • % 4D C A l ''' 9 f 10 )0 2 11 . l' 0 _' Special Instructions: Date Wanted: a.m. •:. Z 1 — 1 -1 / in7- p.m. ILI iii 2 D • Requ . D 0 '' C Os ., 0 — Phone No: 0) — . • ul uj I-- r- `ljn Approved per applicable codes. El Corrections required prior to approval. , 1L - 0 Z , COMMENTS: • ... Cii ti) U — . , -- 0 1- z • , \ • ,•; , . • _ .. • API , ...: ... 1 / V', ' 1 "0.*5'; .i X . ,t • 1 1 ■ " ctor: . Date: 146 1/4 . *4----- ,, , ....- 4. Jt .-. 6. I I I I i 0 3 1 D .00 REINSPECTI FEE REWIRED. Prior to inspecti fee must be ' Suite . i .. • at 6300 Southcenter Blvd., suite 100. Call to schedule reinspection. , Receipt No.: Date: • ,, t 4 ' orti t , C.... ...A.. • . k ).'6%"'''''''i.."... ' ' 1 ' ' V :' . ;;'4;14;'4': '' : '' '' 1:- ' "' ' ' - ""' ' --.' ..-- - .. -••• ' " '' ' '. . "Ey .:t _ • i a k,, , , .,,,, ,,... ' , ' ' ' '- ' '''''' ''ttlt4ktle”t414t.it4tA44t,)4.141.A, WI k. j'2,,,l',V; C. ^ ' i ■ 4'.', t,...E, , , . , . -, ... z < . w ce 2 ; 6 m 77---:rk , ,. ‘,.. , -, , ..„--, . .. ..: ,.. ., ..,.........., ...„ . ...,,, _ ,,,_._ , , _ _i 0 0 CO ° INSPECTION RECORD co ILI • a) ILI I :, c Retain a copy with permit .1)C,' . 155 2/ LC _. ,_ INSPECTION NO. PERT ,. 0 ILI •. - ' CITY OF TUKWILA BUILDING DIVISION e' A 2 , _ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1 :3 ,:. u.. ,.- . Zoject: Typ of Inspection: M B PLoe r ,ionr bon - 16tio (0 ( [- Address: Date Call I-- ill 5/4 . f . ,, S 50 S 1- ! , . , -",. ,.. r .. . 1 .., .... ) Z s 1 •!-- W :1'014°AWS'-'42:•`-qr:2;7'.;r:'),•:-ii,•,',',-".,-,--:`,..i.:::" '; : - • - •, ' . ,, •*" ''' ' ''''''" 7.777777- ' 77-7 7 : 7 77 i '' ' " 7.- .r .. ,: '''''-'. '''' 77-7 6 5 , _10 1 00 —7 • INSPECTION RECORD u) 0 , u) w Retain a copy with permtt • to, 2 - / _S - * W i - F- i INSPECTION NO. PER A 0. • CO u. if. CITY OF TUKWILA BUILDING DIVISION ', / r . w r . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 431-3670 g 5 i,.... Pr ject: Type of InFtpen: u.. < , om) to 1 0 i atm( : ' u) - a i .!.,,.- A ns: t-e 30 1 1--"O gte Called: 5 s "` ? ,... • z 1 ._ Special nstructions. ate Wanted: 1 I t.' QD11. 0 Z I''. •. W ui Requeste& LI b P.m. 2 D . U) . .. Pho e No: 0 — ..° .5 _ 5 - SqCY w LL I , I 0 . PE: Approved per applicable codes. r Corrections required prior to approval. I— I= ir . - COMMENTS; r- . . z I . i ira WI I he, T ; i ,a_i ( 1 lii co C.) p• I ; ‘ 44 ) i)rrA c.--ir,J Or tr 04S 9 1 rci er 4 if v c i_i: ,_ r \_ 0 I C.. . z .) - 4't OVVT 01 no u s-e per C1{4c6 1 10 OVA ,..) 4., ; ft: 'I. ; • , c, i , . , 01, ry, . at ? pre) kieS ,., , . . . i . .. . r. . ,, ,,- kl p I Inspector: ( - $ ...4. 9 < Date: ;, g4t.iotfe*Ati 3/4‘ i' ~ ' . L \ ia) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Um 1 Receipt No.: Date: '1 '1,7 1 7 4 : 4 :M4,1 . t V ,...2z..... , -.744-a....Z.; -...,,.::. ...4" .. '...; ..Zia:31:1; - ..:.:44 ‘ ! . 1■14',:■;A:, ■•:,:,•i• :. .. ••• , -, , SAZ•4•;/..I'dtr," , A.4•5•'s . 0 . 1. i '; :, 4 4 : , ::: 1 ' ‘j'e „ , ' c_ - - ....."-- f - , • .,* . ,.., .... ■ Z ' 1 ft/ UJ u. 2 FrN :.1,',f--':--,.:--: . - ; . .. .-J 0 0 0 CO 0 INSPECTION RECORD INSPECTION NO. Retain a copy with permit , -00 S-- PERMITAV . — CITY OF TUKWILA BUILDING DIVISION " " f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 31-3670 ., -J 1.... U) U. II a 0 LAI 2 g - aid Southcenter Blvd., Suite 100. II to schedule reinspection. ... : IMA 1 Rec i No Date:\ '..V41 r5i.: 7• X ' g‘. 1 , 5'.* 1 ' ;:; ' : j ,.: 2 .:F.Aii$:11,.t . S t i:Cci?,2,•?, ; .. C.;';14 ; ( ■ .r. ..S:;; l. V.. r . ', .;7:k . .? :?: .+Z IC ii'; V' .'r ' , , ' 1 . V,,, 'y 1.'" ; if ..:,,,I tiSt.'!=: V1 ; 4% t 2 li! 'S,, ',,, ! ,■■,........... I - J ■ - •— Cr -" ■ ,,` r z Z . UJ ,.n X,', . ,- . --,r --- , '.- •— .-,. n . , rt '-1^ , , --^ _ -J 0 UO 0 1 INSPECTION RECORD • L ' w = v Retain a copy with permit 0 'D. J N INSPECTION NO. PERMIT IMPA / W O :'Y CITY O F OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- .70 _ g Q ;c 4de1 �ye on N T u41C -b "li' s: Date Called: F" _ L i 3C E2), ist - ` � �-i< 9 7 [ / Special. Instructions: Date Wanted: / v ., L air,. , Z 0 0 16 /03 n . 111 Lu Requester: )� C _to z.))1D 3s5- -S o2 W W Approved per applicable codes. 0 Corrections required prior to approval COMMENTS: ti! Z U ~ H 0 1 • f 1 s.. ''° ..J -.i . s: '' .,r�' y . 1 1 \\ nspe, .r: 1 Date: / . , F .. r ':J 111 $47.00 REINSPEC FEE REQUIR Prior to inspection, fee must be ;I AN, : fA,. p. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i '.fi Re , 7 t No. Date: 4 it A . a ' ,tt r LL �T�^j u .} y? ) -. ' :,:. y` ,. r .. w `. 1. tf.{'.`7.3' � �1 t :.� •w^ ;•I':�4*t..i1�,ti� •W 'n' x,2 it. .,:-••. , {.. p .. pl .i 'I {,.. ;t7,y:U { ��_ ✓t, .r .,;ts.'W ..Cl .a ...s 3",� .ia�sA, , � y >: s 3 i'?' ctK :�- �i'.{li= r'.•r.+y = ,at.^.:•� : •k' „a,..,.., •» ari,t.er.:.. ., .., :, < . . : , : �l; ti4, . t , �ii[+f:li:- i�tl;.twusn >. �,� " ' n' >, +f +. s. �„y , r - -- 't- r - N: -/ • z Z III ' „j +' i ., -w"za- n-... n .Tr,- •- 'T'•.0 r - - t - 1 'T�'� -^°�.. J 0 0 0 CI INSPECTION RECORD w = . J Reta a copy with permit O2 S J N �..ij INSPE ION NO. PERMIT • • , 0 CITY OF TUKWILA BUILDING DIVISION " � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Q Pro ct: Ty e of Inspection: D Ad rLs / ate C d: O Z Special Instructions: Date War�,tedi 1 / ,2 a z H RequesteRequester ? 0 Er /C- 0 c I : Phon No: � Glo " 5 -t '8 wW I: I- • : pproved per applicable codes. 0 Corrections required prior to approval. lL 0 COM ENTS: il Z 0 O ~ ; Z 1 k • I . jN ,, nom k Inspector: Da e: i * " � . , 1 ►� - f _I A _. _ — L' - Jo f ' ;; 1111 • 7.00 REINSPECTION • E REQUIRED. Pr' • r to inspection, fee must be . . s oak! at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection..;' {; ceipt No.: Date: b #��``,4, ".;; as.`;i. - ry 'd r.;. ?'a r , •'.Y «1 .rr ..y aa� :'ts:.�a...;.�s :�^GCYt�✓:..a,?k7S11.� . � .ara{7, °ir'.:1$.i.;:r:. 7FSi�. S' ir7. c�?ir) i. 8w .•r.•i••Q,�.ac t�s#.: w`li:ll...., n.:..w�.:"+.r•: ;i� ra, . . . l: rF?.•rcl�.�ti..+t:4:�i��xer� �: ..n'�iY.14±kt�.dii '''/'''" ., / 1 i -- ,r ( - , z,•�r Q rye ILI INSPECTION RECORD Jy „ ,2_ /S w UJ _ Retain a copy with permit J S � INSPECTION NO • PE: , O N u_ { CITY OF TUKWILA BUILDING DIVISION r u j O 7 0 REINSPEG?ION EE REQUIRED. riot to inspection, fee must be .:4• .4tt ., at 6300 Southcent Blvd., Suite 10 . Call to schedule reinspection. 1 ^ „ F .. Receipt No.: , . Date: ; ,,, L ai. ^ a' .: :`,.,:,: cti, :: -: -L.: +4,if,: f..,- ,-- - x.. *t .. f,a0Q.,, -.z. °T;dI - ±h Kt. . ':• . , ./.,,. :e4.41 Ai, :,, ., :Fr4;41,4LJ4*. : nisi} 5:. %,'• / •ti'.,:?.a 9 +s'∎"2t,.S., ■ , — —,--- — _,— I — ,- -,, ■-. , --"° i • • Z • r Z v 1 t - ..-- , - -i.../::r - -., "\ I .., ... ) . - -_____. _ _ ' oIN Le , I . J N883 '04"W \. ■ \ 1C , - \ 1`--N . . ...... N 5.101 N N \ \ \ .. , (J% N 1 ( NOTES: \ \ 'DD W 4 N N N L.,.., .• :lb& B...B.L. x 1. DRIVEWAY PAVED FROM \ . -4- - - - - - -N- -- --- - -- 1 ''s \ S. 150th ST. TO GARAGE .• , ei S-.. :11 '''' ''' - ...:;-*_; ,' 11, --'', - 1 ‘-'. N .71- \ .. w CD • 1 CI. '4 .ri ',. - iLi *,-,.-.. •. : 7-." ■ N ,-- . \ 2. S.D. PIPE OF 4" NON , \ - , . , R k r -..(Q,-- _Hy; • :1..9, r I PVC PIPE POSITIVE SLOPE TO . • .•. • , F, 0 • ',4 ; 0 N , \ LOW POINT OF FOUNDATION. "Y" --... cr n v, 5: ,.., a. 3 ,,--; :, „i \ i \ \ STORM PIPE & FTG. DRAIN TOGETHER , . 0 ('=;* PD .2 \ \ INTO SINGLE 4 SOLID PVC LINE ''. 't:: g = , • > K 1: L ,.) \ , POSITIVE SLOPE TO STORM DRAIN . . -4 g (1) ;$ • M. 1 ;•...) ,.. ... \ ‘ 3. S.S. PIPE IS 6" SDR 35 ,„,,,i A • 00 o n g I a: ■ . .. 1 . a , F. '4 „ PROPOS 1 1 ON A fix SLOPE. CLEA94 OF t iirmo...A ----.,... " CP 0 AI ' g. .irj.. F' GRADE I I \ OUTS PER CITY INFRASTR Emorwro < 1-: ti \ \ .• ' STANDARDS. 4 r mu': L , i ,- o '-'• ti cro 7,* c, ca. :.> n 6 1 1 . , . \ 4. WATER \ METEER 3/4" SUPPLY FROM • 4.- Z • 0 a n. '' ' cd cD 0 ,.,. 1 Lt W m 1:. .A - , .: 1ST. 1 ', R TO THE HOUSE I , , 1 \ IS . WATER METER DEC 23 2312 ) 1, ea - . . CD A i 2: tu2. : ), FI M J. „„ 1 17 (2 -J ,_. tr-?, 6 n el - -1. ' p-t RADE I c° I I IS FOGTITE #1 ...i 0 = . ", 4 3 • 8 n n 1 I I ) I 5. WATER SUPPLY AS CONNECTED TO WATER 4.10 t?.ii' 0 '' 0 • c, ) ,, •C • (--' " `: 40 0 1 I METER SETTER . . --- U) 0 - sm. CO w '3' F-' ON .610441 ;; o ,-. , , , . \ I 6. SITE WIll BE pt . L. ../ I I . N.• Ill i ti". c:" • C t. CI) (1 " 5 . ' !. -' CD V. W a. -a 5 01- 1 ) /le PERMANENTLY STABLE B USING SEED & MULCH BY OWNER : BY COMPLETION DATE -J I- C0 u_ w 0 0 .A iiil 7 c : • . • I g. c ; . ,,-3: 411 . TEMPORARY EROSION CONTROL r , . ty F"' ' PATIO --' 7 TO BE STRAW ON THE DOWNHILL 2 ' SIDE OF THE LOT PER 1998 K.C. . . g5 ;... SURFACE WATER DESIGN MANUAL U_ IZ " 2- - 7 •:;.--- " •1= .....w il -='-i r l .s. : . • e : „„ c i t, ,.. APPENDIX D. CO c:r . ;-; ." • 2 o .--: t - ' ) REFER TO PERMIT CONDITIONS. y a - : (1) P • *5 '-'-' ° aora uNE 7/ / / r r : • •WER, TELEPHONE AND CABLE I- LU I r 4 ff . tz " t4S: I Ts : STALLED UNDERGROUND Z • 1.- 1- 0 . li l 2- r V . -c\NAG :..ORRECTION • z 1- - .. r. . 1--3 Ill- .TR# 2 D D (:) 0 w _ 10 . 0 - ...., SAN. SEW POWER , ._ .:L CI I-- -, 6. E• LINE I: WA :R LINE NOTE NOTE 18 .1 ` e OF TUKWILA W w f/ 0 1 -- I • LINE NOTE #4 / DEC I- - 9 2002 1- '10 . , z , 30' B.S. , prki,,iii-CEN-r i:Pi • 0 (i) STORM U STB '1! PORCH * .1 • F . :: I 0 }- APPROX. I.E.=148.5' - lik 4.:..........., r • ILF COPY J _____ . ' • re Air I ii k - ,,, , ,..,., r - s =-",.. , ..._ . • ------ - - - z EXTEND POWER - 1 1 , i 4° 14 j I . 1 / 20' B. .B.. 4 4) ' UNDERGROUND CT) I \ I/ \ • TO HOUSE FROM i 4 a I . ; i ..I ■ . ■ n 4 E xisiNG NOTE: NEW DRIVE AY AND CURB CUT . EXISTING . .T CONCRETE lOONC. TO' T PER *TY OF DESIGN MANUAL \ . • TRANSFORMER ci 1‘ RETA 1 4 4 . \ REM°Va \* , S.. R STUB ' , •' I 1 . -ROX. I.E.=14715' 53'9" TO F. . 5 \ .i ' a l E N9JE # 0_____ - 10L - N A i E3r / _ __ 8'11" H i N im....:04 .1 `. ... 43.91 • - 11 4 et giamillrailitials - - -0,- C • - •11101.0.... mr..mm!ommilm■ MAINE MST. . • . 0 ROCKERY l 8 2 0 „ VE air:Sw . - I FNC 72 1 _ . 44 - .............,_,,,- RIM .. 148.79 I Ar 128.8 LF tr PVC 0 2.85X _ --- ___ _IE. 140.89 I ap• • v.1 - ilACE - - ,SSMH - APP . RO 20 SEIP ■ IA ou .. , ... ' 0 U Aig 1 I STREET RIM= 164.74 ,,,,,, 1 • • , ' LOT G (PREVIOUSLY LOT °F,) F. A.R. CALCULATIONS DRIVEWAY SECTION worM LOT LINE ADJUST. 20021204900002 LOT AREA = 7,113 sf 3 41.4 , 4 ' 50% ALLOWABLE = 3.557 sf 4- EXP. AGO. CONC. DRIVEWAY ' 1 . 0.74 TAX ID " 8133000065 I SCALE: I". 20.0 F.A.R. AT MAIN = 1,208 sf 15X 1AAX SLOPE ..--. LAKERIDGE DEVELOPMENT UPPER = 1,152 sf 1.:.:*.s1;24 iicriVa ■ C t i lliV 44c ' GARAGE = 532 sf ‘,. g;r1i.W4 PO E50>< 14 & PORCH . 223 sf ! 64 3 RENTON W4 98051 DATE: 12/5/02 TOTAL = 2,939 sf < 3,557sf 2- 5/8 CRUSHED ROCK P ''' lt, .... i' :I d ....---' DOD-.- 8 ...,...li,:i i , . ,.;, . . .. 1 - -- '_- . _ WIND EXPOSURE s; ; 37 : ; !' >3; "B" Default 2 }} Gem g 5 WIND SPEED IN MPH :: ; 80 MPH Default --� ' {'fg ' ' °'"° 3 Default co M EARTHQUAKE ZONE ., d SOILS TYPE ;': :� ` ` (sd) Default (table 16 Q) H W WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) r ,�; 0 PSF Default z = CONSTRUCTION CRITERIA w O ui BUILDING FOOTPRINT Long Wall [7:717 Short Wall 7, =* ROOF PITCH (over the majority of the upper roof) ' ,;.;.1 / 12 U u) BUILDING GROUND FLOOR FOOTPRINT AREA Ei SF CI 1- W ` S al UPPER FLOOR PLATE HT. n ; ` FT I- U ■ MAIN FLOOR PLATE HT. 17,,772 FT • — 0 LOWER FLOOR PLATE HT. '' ' _' " FT u.i f °: vye V WEIGHT ROOF CONSTRUCTION `� i,3.'„ <;, {1 12 PSF Default Z WEIGHT FLOOR CONSTRUCTION Eif 15 PSF Default . WEIGHT EXTERIOR WALL CONSTRUCTION '-7a w ,, =;%I;; 10 PSF Default WEIGHT INTERIOR WALL CONSTRUCTION, =79 Sri ;, 8 PSF Default . SAIL AREA PLF FOR PERIMITER OF BUILDING ' ROOF (Roof+ 1/2 Upper Floor) r . • ' FLOOR (1/2 Upper Floor+ 1/2 Main Floor) s, IRA q ; : LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) :SA 1 3 Lower 4' not included • GARAGE (1/2 Main Floor + Roof) °- =R;'ra�EM, Lower 4' not included OTHER % 4 \ \j` kLQ {;; „4 . OCI �S r, }`� tF, �r V 1 � l ' r r$' : -- gyp �' t k iv f & .' KAPPLER ARCHITECTS ti 'i „ BELLEVUE, WA %V 99024 -21 Tryon_Plan#2367_1997 -7 Lateral analysis wor41:164:K18320 6/3/2002 PAGE 1 " ,.:s1, 1 " "k r r -Y,1 l "7', ..t11 a. it . , ... .s.,.._..u..'..4.:;;..w. ;;.au.,,.,,,: .c_ ...:..- .-.,,......xrc,:. s•e'k scu,h+rv.. ,.., ..i ? -4`ti�l :H:. na ..x,y+3?7.� ... .... w.t+w.. .+tN'6d'f36QYi�}�'''yyk.tii . �. ( , .— v _— — — - - .-r - �( . ( , . — — -- - T I — ' .- I DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ.16N BASE SHEAR: Vb= (3.0xCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity ; Ca = Soils Capacity Z W= Total Seismic Dead Load . 1 Z VALUE USED W , I 1 . - t • It - SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)/total (W)(h) V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 z 914499.8427 11676 1 < . • 1- Z l SEISMIC FORCE C4 L I !I J U F (ROOF) 160 # FT U O .i F (FLOOR) 132 # FT Cl) 0 PLOWER) 0 # FT J H P(GARAGE) # FT N uO W WIND & SEISMIC UNIFORM LOADING COMPARISON g 5 1 SEISMIC FORCE WIND FORCE H D. W 1 F (ROOF) 160 # FT P(ROOF) 211 # FT I- 0 I F (FLOOR) 132 # FT P(FLOOR) 122 # FT Z I- • P(LOWER) 0 *FT PLOWER) 0 # FT ? P(GARAGE) 0 # FT P(GARAGE) 0 Al FT U 0 O O I- UPPER FLOOR .: i1 v , ° d - '-��"t @ # FT = 0 z rTM t rL ' , t i ' 3 211 I- V MAIN FLOOR ti ,� '+ ,`; ` © 343 # FT 9- 1- O li . O I— Z ROOF DIAPHRAM 11: -_ #FT CHECK TOP CHORD M= 46438.4907 T =C= 1160.962268 2 -2X4 10.5 ; X10.5 ALOW.Ft= 525 1.331 698.2510K . 2 -2X6 16.5 k 4/ 0,.31 � 16d > ': ;( 1.33 143.64 # /NAIL 8.08 NAILS ! SHEAR AT BASE ANCHORAGE ' 1/2" DIA. AB 550 1.331 731.50# /BOLT MIN BOLT SPACING kAtinti02311FT 0.C. 5/8" DIA. AB 790 1.331 1050.71#/BOLT MIN BOLT SPACING ,* i ;, p-'3 31 FT O.C. '1'74 ,. �" �u rfuLL.tytp t Ea ' �'` 4x s hwa' , KAPPLER ARCHITECTS "s BELLEVUE, WA 1 �. •, i3• � � f - , Y 5 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wort 16(64.1d5320 6/3/2002 PAGE 4 6 >0$:A ii t rel ti n { ✓. . e:'.'S ..., ... .'V:'e, .,.1 t a.4 d.....fi F iis. M.{ t . {.ilaWK "Y.. aw n. ... iwFl.y a.. a, w... wa�•Y.MI ll'PPAUYR 1 •- ► - i ! , ' SHEAR WALLS , cc Wall(DL) 1400 360 0 0 O F R oof (DL) 0 0 0 0 2/3DL Mr= 8166.67 540.00 0.00 0.00 Z REACTION T =C 184.30 530.96 #DIV /01 #DIV /01 MIN PLATE NAILING HOLDDOWN REQUIRED NA NA #DIV /0! #DIV /01 21 INC O.C. 1. . . . 1(' :.,i7 i;tt b y F7 t 1 t (. w Jry f� f maw KAPPLER ARCHITECTS r j : Rt BELLEVUE, WA ,��- 7 lA . 4 '1 1, y 0, - 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor42 t. c18320 6/3/2002 PAGE 5 111;1-1,-,, 9 1 1 _ I , - - 1..4 - r ■ � . 1 . , • ..+\ FRONT TO BACK WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 2111 15 19 7.5 0 0 119$R14 ' Ht. 8 Mo= 18120.01 7152.64 0.00 0.00 = Wall(DL) 1520 600 0 0 C? Roof (DL) 0 0 0 0 Fe 2/3DL Mr= 9626.67 1500.0 0.00 0.00 MIN PLATE NAILING REACTION T =C 447.02' 753.68 #DIV /01 #DIV /0I 14 INC O.C. z HOLDDOWN REQUIRED NA NA #DIV /01 #DIV /01 Q H UPPER FLOOR TRIB.LENGTH a 1- W b c d 2 Load 2111 #N /A 0 0 0 0 #N /A i . . NNW * 6 U Ht. 8 Mo= #N /A #N /A #N /A #N /A U O = Wail(DL) 0 0 0 0 0) a CD R oof (DL) 0 0 0 0 N W w t 2/3DL M 0.00 0.00 0.00 0.00 MIN PLATE NAILING - H 0 REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. N u. HOLDDOWN REQUIRED #N /A #N /A I #N /A I #N /A uj 0 '' UPPER FLOOR TRIB.LENGTH a b c d g :3 Load 2111 • 15 . 15.5 . 20.5 • 0 0 88 Efi, N d Ht. 8 Mo= 10881.28 14391.37 0.00 0.00 Eki L Wall(DL) 1240 1640 0 0 H W J Roof (DL) 0 0 0 0 ? H :. z 2/3DL Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING 0 REACTION T =C 288.68 155.35 #DIV /01 #DIV /0! 20 INC O.C. W W HOLDDOWN REQUIRED NA NA #DIV /01 #DIV /01 ? D . UPPER FLOOR TRIB.LENGTH a b c d 0 - Load 211 I .. #N/A 1 0 0 0 #N /A i O ~ Ht. 8 Mo= #N /A #N /A #N /A #N /A Z U Wall(DL) 80 0 0 0 Li Roof (DL) 0 0 0 0 u.. 0 2/3DL Mr= 26.67 0.00 0.00 0.00 MIN PLATE NAILING iii REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. S? W HOLDDON REQUIRED #N /A #NIA #N /A #N /A 1 -_- I- , Z i i ' ''1 t .,.t I; .fi 't2 KAPPLER ARCHITECTS BELLEVUE, WA V 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wortibe3#.1dg320 6/3/2002 PAGE 6 OVA 1 %. d i t - rid ,,. ��.�o ...(..: .. r:. ..,:...: .. .,. ,. ,. - .•:. ... ... ;..': .. ::. ,.t .:'r._ ... ......... z.,..,.,,,t};;c..,..i.. wti.. at w,s at.i, a{yt .. .. .,. , i, ,,. ...... s...w av+wsn+.,++awikY.Ak) i ' -- - . - • li Load 132 4' : 2 2 0 0 132 LRp 1 Ht. 8.5 Mo= 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING ' Wall(DL) 340 340 0 0 WALLS - MEETS q o Floor,Roof(DL; 0 0 0 0 APA TEST LOADS LL 2/3DL Mr= 226.67 226.67 0.00 0.00 MIN PLATE NAILING f, REACTION T =C 1008.86 1008.86 #DIV /0! #DIV /01 13 INC O.C. Z HOLDDOWN REQUIRED STHD 14 _ STHD 14 #DIV101 #DIV /01 1 Z 1 MAIN FLOOR TRIB.LENGTH a b c d rL 2 ig Load 3431 14.5 4 4.5 6 0 343 ; " U Ht. 8.5 Mo= 11649.34 13105.51 17474.01 0.00 0 0 1- WaII(DL) 680 765 1020 0 N 0 Floor,Roof(DL; 120 135 585 0 J = 0 r u . 2/3DL Mr= 1066.67 1350.00 3210.00 0.00 MIN PLATE NAILING N LL 3 REACTION T =C 2645.67 2612.33 2377.33 #DIV /01 5 INC O.C. u_ HOLDDOWN REQUIRED STHD 14 RJ STHD 14 RJ I STHD 14 RJ #DIV /01 2 3 See beam calculations for added overturning load a� MAIN FLOOR TRIB.LENGTH a b c d u Q 1 Load 3431 20 8 10 0 0 381 t` E = d 3 Ht. 8.5 Mo= 25887.42 32359.28 0.00 0.00 aim o Wall(DL) 1360 1700 0 0 Z Floor,Roof(DL; 1680 0 • 0 0 2/3DL Mr= 8106.67 5666.67 0.00 0.00 MIN PLATE NAILING Z REACTION T =C 2222.59 2669.26 #DIV /O! #DIV /O! 5 INC O.C. W 111 HOLDDOWN REQUIRED STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /01 U p MAIN FLOOR TRIB.LENGTH a b c d p F . Load 3431 8.5 3.25 4.5 .8 6 134 MEE W W 1 Ht. 8.5 Mo= 3699.00 5121.69 9105.23 6828.92 = I - U Wall(DL) 552.5 765 1360 1020 ��. Floor,Roof(DL; 900 1080 2720 200 Z o: 2/3DL Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING W N I REACTION T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. V = HOLDDOWN REQUIRED STHD 14 RJ I NA NA ;THD 14 RJ r:-.. H ry' 4 �r 7 � w ok r A KAPPLER ARCHITECTS ; BELLEVUE, WA ,+ - 99024 -21 Tryon Plan #2367 1997 -7 Lateral analysis wor42b t.1cI5320 6/3/2002 PAGE 7 {w ,t ► r -_,- - _ - -� I - .- ,. , • FRONT TO BACK WALL SEGMENTS SHEAR V WALL MAIN FLOOR TRIB.LENGTH a b c d TYPE Load 3431 15.5 15,5 19.5 0 0 152 '] Ht. 8.5 Mo= 19991.10 25150.09 0.00 0.00 = Wall(DL) 1317.5 1657.5 0 0 c2 Floor,Roof(DL. 2325 585 0 0 c1 2/3DL Mr= 18819.58 14576.25 0.00 0.00 MIN PLATE NAILING REACTION T =C 75.58 542.25 #DIV /0I #DIV /01 11 INC O.C. Z HOLDDOWN REQUIRED NA NA #DIV /01 #DIV /01 Z ui MAIN FLOOR TRIB.LENGTH a b c d CG QQ 2 . +. ... ,.;4.I .s.,.. ,. ..r;: :.P 'r` 5nt....,. ....ft.U;1ttl.+.S.NlL�W + +.. "•1` ..w'. 7:'' >.NWGW%.+Nir:... .., F..... s.:L:..al9. ....r..,.... .. ., .. ..�,...e.+w...... .__. ..-... u.«. vww..wv+n.Hn.Y.MWiU1MMaYaLEW 1 1 i , - - `L Ac / -- •, 1 --- WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/99 FILE: M: \ \KAA \ \99\ \99064 \ \NEWFILE HOUSE ID: TRYON CONCEPTS Site: PLAN #2367 Analyst: NMS ... - - -_4 Jurisdiction : - • FILE COPY f Utility: Z �_ �1 t .. l, r , lr r , .... ,...� 1 RECEIVED , 1 �. Homeowner: House Type: Single Family ari OFTUKWILA F- Z Floor Area: 2367 ft2 re n JUN 1 0 2ooz 6 5 • Builder: Weather Data: Seattle, WA µ 00 Climate Zone : 1 PERMIT CENTER CO 0 W I J f_ WO The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. 2 REFERENCE PROPOSED . .COMPONENT PERFORMANCE 501 457 Btu /hr - = d - ENERGY BUDGET * ** * ** kWh /ft2 -yr t -- _ REFERENCE DESIGN w w EU Reference o Component Value X Area = UA v) " H Floor • o - - S\� ' U -0.041 1205 49.4 = W Glazing ®15, • G p q�� ' U -0.650 355.0 230.8 r'- Doors It U -0.390 56.0 21.8 . 11 O AG Wall .4 , `�� fit., !' U -0.062 2463 152.7 tl<i N Ceiling, Attic t(w,1 4,, U -0.036 1297 46.7 t) Infiltration �'��`'`� r ACH -0.350 19741ft3( 126.4) ~ O 1- 3 .•a, *.(c I� Reference UA 501.4 t--3" PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA - Floor R19 vented Joist 16oc U -0.041 1205 49.4 ' Glazing @l2% * *2GL VINYL CLR /AIR U -0.470 285.2 134.0 Doors Wood 1 3/8 ", solid flush U -0.390 56.0 21.8 . AG Wall R13 STD Lap Wood U -0.082 2416 198.1 R19 STD Lap Wood U -0.062 117 7.3 Ceiling R30 blown Attic STD baffled U -0.036 1297 46.7 7. Infiltration Standard Air Sealing ACH-0.350 19741ft3 (126.4) :y,`':' "'yrt t , , ,. . , ` ems Proposed UA 457.3 El Ilya ' , ,.. Items in parentheses not included in COMPONENT PERFORMANCE totals. k' Y. ** Denotes non-standard values - check calculation of thermal value. ( .. } `+} rai Page 1 + F iv r , sub 55 0 Yvw.iF V .d ,. o , .. ,.'. ' .. trti:al7:.i,..:P:6a ' as.::•.,J..K+... •., au.G ,,.a r..d a; t ., . . r 1 SSS': .n!'43',l:x*. ?Y.¢'jy� ..^5,= .'.. i:SiS +;efi:.f 1:e;;..t ;. "t.''U#.' "iAJI IrWfR. ! M' n7rne; n , Y:+?7aeM.a.rvv�- ,...•.,n..:r ..r a,Y'C 1!^.5 1 I I 1 j , _ { r- _ _ y t 1 P ... ,ask,,, i 3 - - - -c. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/99 FILE: M: \ \KAA \ \99\ \99064 \ \NEWFILE HOUSE ID: TRYON CONCEPTS Struc Mass Light Frame, Sheetrock walls M- 3.000 2367 7101 HEATING /COOLING /VENTILATING SYSTEMS Z =, . PROPOSED ; 1 Z Heating System Type: Gas Furnace rt . Make: DEFAULT 6 5 . - System Efficiency: 78 % --J O Modified Efficiency: 0 % N W WI Design ACH: 0.60 NI Design Load(at 44F dt): 30614 Btu /hr W O Duct Losses (% Dsn Load) : 0 Btu/hr( 0 %) 2 Total Load: 30614 Btu /hr - g J System Size (Output) : 46000 Btu /hr (150 %) u- • w a Average Annual Heat: * ** MBtu I- Annual Cost: $ * ** ? H I-0 Ventilation System:, Integrated Spot j. & Whole House U m w Cooling System: o SEER: 0.0 () W w Cooling Load(at 4F dt): Btu /hr ��? System Size ( %Over) : tons ( @125 %) u- �. Annual Cool Requirement: kWh /yr w Z H = Solar Access: Partially Shaded OI- Z PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area �. SUPPLY Vented crawlspace R- 8.0 473.4 ft2 . RETURN Attic or garage R- 8.0 94.7 ft2 1 GLAZING ORIENTATION PROPOSED PROPOSED South ft2 North ft2 0 Southeast . Northwest . { `° East West . ' , a Northeast : Southwest : kt 11- Eff S Glz: % ' `` f El Economic and energy consumption estimates are designed for comparativ purposes only. Actual cost for heating will vary depending on weather k P Y• g Y P g � ' �� conditions, occupant lifestyle and other factors. ^ �, , Page 2 ; mY ., ° i { �--. , ( •• . - � r ., 4 M. JOB NAME: TRYON CONSTRUCTION PLAN #2367 DATE: 7/21/99 'JOB NUMBER 99024.10 BY: NMS Copyright 1994 - WINDOW TOTALS { ` . ROOM WIDTH HEIGHT AREA QUANTITY TOTAL AREA TOTALS NAME I (IN FEET) l (IN FEET) IN SQUARE FEE (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) Z ` _ M . INFLOO Z W LIVING 6.00 . 5.50 33.00 1.00 33.00 ' ' Q .50 5.50 1.00 5.50 1.00 5 J U ENTRY DINING 5.00 5.50 27.50 1.00 27.50 0 Op KITCHEN 3.50 3.92 13.71 1.00 13.71 W = NOOK 6.00 6.67 40.00 1.00 40.00 J I f `• I Cornerstone 17625 -130th Ave. NE, C102, WL _ _,nville, WA 98072 Phone: 425. 844.1977 . lib Geotechnical Inc. Fax: 425. 844.1987 FILE COPY , April 26, 2002 GM OF TiOO • APPROVED Z 1-Z DEC 2 ' 2B02 w rW tiO -10 ! 4) Mr. Wayne Jones , ' '.�.� . N w Lakeridge Development rl-G`l'_ w x P.O.Box146 w u Renton, WA 98057 w 0 I RECEIVED #•ITV nc TI IVIAIII A < Foundation Investigation y JUN l n 2no7 H W . South 150 Street Tukwila, Washington Z = CG File No. 1291 .. I-- p w � Dear Mr. Jones: U D CI N O INTRODUCTION O Hw • w l This report summarizes the results of our foundation investigation at your project site in Tukwila, -' . Washington. The site is located just northwest of the intersection of Macadam Road and South — z ti.i 150 Street. The location of the site is shown on the Vicinity Map in Figure 1. For our use in U O f preparing this report, we have been provided with a copy of a Site Plan undated and untitled. z The site consists of two rectangular- shaped parcels. The northern parcel is approximately 1.8 { acres in size. That parcel is to be divided into a four -lot short plat. Two of the lots will have I i street frontage on Macadam Road. The other two lots will access from a driveway that extends to I Macadam Road. The southern parcel is roughly about the same size and has already been platted . into seven lots. We understand that you have purchased the eastern five lots. All of these lots i 1 front onto South 150 Street. There exist uninhabited buildings on the northwest, southwest and , I southeast corners of the project site These buildings will all be removed. There is an existing ; I single - family home on private property on the southwest corner of the project site This residence j7s,,i,,, � !.. ,.,, - is , and all property are not included in the proposed project and were not included in this study or i j ; : 9 report. � ,; {Sj. i Q u:�'�Y C,3� 1 ? i : i ! I I. LEIra 15 l I�, :ta:.u_ ..,. ..., _ .. ... .. w.: x.:., a..,......:........ y_. _._..+,.,.t.. a...a:.im.''u.,:o S;.aiJ;i.,a,.s::d.. ... n. t. w+. wmlA�PYJIVICRiiH +?t+�YJ'w3aM.')i;1:::.• ..,....,....,.. r... r. w....:ra..,...,....,,..,..... ..., —..ww»Ye4.i'RIY1 t 1 1 i • • • i Site Evaluation South 150 Street , ■ -, • 1 ■ Site Evaluation . South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 3 Some of our site explorations encountered what appeared to be glacial till. Glacial till is an _ . . r. , unsorted mixture of sand, silt, and gravel that are deposited at the bottom of the glacier, which is `- Z .o .. ,... '� Gf... .. ... t. na ..i:t:xtr,.i..:.ww..u...... w^. a,r NC13d...Y{ale.;.:.ct`•Gilui + uur sv .r".:b'i ...s x. sr.. *.. r+:rv; ... ..... .... _.....,... ............., ..... r... s Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 4 medium dense, brown fine sand with silt and gravel. In Test Pits 2, 3, and 5, we encountered a Z silty gravel between 2.5 and 4.0 feet in depth. The gravel layer ranged from 0.5 to 1.0 feet in w c4 2 thickness. Underlying the gravel in these test pits, medium dense brown sand with gravel and 6 v I cobbles with silt from 0.5 to 3.5 feet thick were encountered. We encountered a blue -gray silt N 0 I • that extended to the depths explored in Test Pits 2, 4, and 6. The remaining test pits ended at co H ' Nu_ depth in a dense silty sand with gravel. w O 2 1 Hydrologic Conditions "- co d Ground water seepage was encountered in all our test pit explorations, except Test Pit 7. The H w underlying soils at depth are considered poorly draining. During the wetter times of the year, we Z 1._ H - O I would expect perched water conditions to develop. Perched water occurs when surface water I infiltrates through less dense, more permeable soils and accumulates on top of the underlying, v I less permeable soils. The more permeable soils encountered consist of the topsoil and gravel 0 E— w layers. We would expect the gravel layer to pocket water and that significant seepage will occur H U u O when initially excavated. We would typically expect this seepage to diminish with time. Z 1 wN However, we cannot predict that with certainty as we do not know the lateral extent of the gravel U w O f layer. Perched water does not represent a regional ground water "table" within the upper soil 1— Z horizons. The thickness of the layer and the surrounding topography suggests that it is not continuous. It should be noted that the local volumes of perched ground water could vary 1 depending upon the time of year and the upslope recharge conditions. The slope along the , western side of the site is a potential source for perched groundwater recharge for all down slope , I soils. ' • i CONCLUSIONS AND RECOMMENDATIONS 1 General 1 . _ I It is our opinion that the site is compatible with the planned development. The underlying 1 F' ,_, *'' :1St 4 g,-e medium dense to dense deposits are capable of supporting the planned structures and pavements. wr We recommend that the foundations for the structures extend through any topsoil, organic, fill, 4; . . F ` FA ZfA,Ov. loose, or disturbed soils, and bear on the underlying medium dense to dense, native soils, or on structural `fill extending to these soils. The dark brown organic silt where found, would require t r,, 1 i ',''.,1/. k` y f3 xj 1 � ,71 'i Cornerstone Geotechnical, Inc. t A,;r ' ' 1 ' - _. - . . — i • • r Site Evaluation South 150 th Street Tukwila, Washington April 26, 2002 , CG File No. 1291 Page 5 across a distance of about 30 feet. Higher soil bearing values may be appropriate for specific foundation conditions. These higher values can be determined after a review of a specific design. `''1 g P 1, 1,.1$46 ,4.... alSd?d'r j tE S Cornerstone Geotechnical, Inc. ,t ■ ■ ua::.8W �.t aSLk$ ,.A 1 w wm« . a,.x r,YYiscm n r� w r� �r:k^a8!dizu ktEta*h{9 U ;. IS,r'. - a:..:i• ... ,.... a.t fl: . .. .. e�..N:..u':.,.f..s' . w.!_.LL..+rv.sf[a:..a . i:«............: ....rte L —_ � Site Evaluation South 150` Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 6 Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil resistance acting on the below -grade portion of the foundation. For the latter, the foundation , �.. must be poured "neat" against undisturbed soil or backfilled with clean, free - draining, compacted ce 2 structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure 0 distribution. We recommend that an equivalent fluid density of 250 pounds per cubic foot (pcf) , w be used to calculate the allowable lateral passive resistance for the case of a level ground surface -J 1 U adjacent to the footing. An allowable coefficient of friction between footings and soil of 0.45 uj 0 may be used, and should be applied to the vertical dead load only. These values include a factor g of safety of 1.5, applied to our estimate of ultimate soil strength values. D d I- W Drainage z We recommend that runoff from impervious surfaces, such as roofs, driveway and access w w roadways, be collected and routed to an appropriate storm water discharge system. Final site N_ grades should allow for drainage away from any buildings. We suggest that the finished ground o 1- w >�t:,..;.4C s.,.. u..v:..:.....:. . a:. ie::.;::, �: s» v. �. u. �,:.::. a, t:. i>:... :.:.,s::,a+:::ra.::..:...k.... .. ..�erat•. 'eik,d' `1AWwnawerx«..ae n ✓e c...., .r caww+w .,,, . . ..- .. ....._..._...._ ... ..,- ,.....r.e.wNwf�r'a.x.+ad: wvRart•+1X� i r Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 7 Structural Fill . z Where fill is placed below foundations, it should be compacted to structural fill specifications. z Structural fill, by definition, is placed in accordance with prescribed methods and standards, and ce 2 is monitored by an experienced geotechnical professional or soils technician. Field- monitoring v v 0 co procedures would include the performance of a representative number of in -place density tests to cn w J H document the attainment of the desired degree of relative compaction. w Imported structural fill should consist of a good quality, free - draining granular soil, free of Q u. organics and other deleterious material, and be well graded to a maximum size of about 3 inches. s Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a z Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. Higher fines w O content soils can be used, however, they are more susceptible to disturbance when wet or above ? o optimum moisture. The use of on -site soil as structural fill will be dependent on moisture content 0 N control. Some drying of the native soils may be necessary in order to achieve compaction. We w w expect that compaction of the native soils to structural fill specifications would be difficult, if not ~ H • LL O impossible, during wet weather. An alternative to compacted structural fill is to use rock, such as iii Z a 1 -to 2 -inch crushed railroad ballast. This material works well in wet conditions and does not F—.. H o required testing. z Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly \ ' and be thoroughly compacted prior to placement of subsequent lifts. The structural fill should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM D 1557 compaction test procedure. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of r compaction. ; t > . I t fff • te a h 3,. ;a -� VO irtgiMf Cornerstone Geotechnical, Inc. r d J 1 - — • - �!r_ �.l ■ • .--". Site Evaluation South 150 Street Tukwila, Washington ! April 26, 2002 CG File No. 1291 ' Page 8 USE OF THIS REPORT Z z We have prepared this report for Lakeridge Development and their agents, for use in planning and rt design of this project. The data and report should be provided to prospective contractors for their 6 v bidding and estimating purposes, but our report, conclusions, and interpretations should not be N o N construed as a warranty of subsurface conditions. The primary focus of this report is to address I w F- foundation conditions. We are not aware of any other specific geotechnical concerns on this site . . u) w p I other than what was addressed in this report. 2 Li. Q -a The scope of our work does not include services related to construction safety precautions, and H w our recommendations are not intended to direct the contractors' methods, techniques, sequences Z H i-- O or procedures, except as specifically described in our report, for consideration in design. There Z H P p P Y P 2? are possible variations in subsurface conditions. We recommend that project planning include 1 v 0 CO contingencies in budget and schedule, should areas be found with conditions that vary from those 1 o H w w described in this report. j; v i . �Z We should be retained to provide monitoring and consultation services during construction to v = ` F o F.» confirm that the conditions encountered are consistent with those indicated by the explorations, Z and to provide recommendations for design changes, should the conditions revealed during the ,! • work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. t Within the limitations of scope, schedule and budget for our work, we have strived to take care 1 ' that our work has been completed in accordance with generally accepted practices followed in [I ` this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. >'''- •. -, ., o O o :! :u.i t? .• ! i 1 1 M \ , 3+ , ,i y, ' P t ,1 lop f Cornerstone Geotechnical, Inc. yy� A , j te i 4,z lY +•C :i. �<:• ;: Pd; %, .,. •'rn .., ... .'.,,. ...,..,.,...,:r:,,,.,,..t.;. `.:.In::!.ni.ar.`na. «.. .. .ae,, , ,....� ,c.., 6*Awx. »........... ..... . .. ....... ...... .._....,.... u,.ia...Nr..y..wwrw.._ ..,, a.. a.;a nlh. Wnc'.&i,lsr.:;'L�, xu," �+rww+w +.. .;4iJ,r. .; •. 1 1 ' ' ,- , -- ‘,. , ...r ■ ■ ‘.‘\ .,../ . _. Cornerstone Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Phone: (425) 844 -1977 Fax: (425) 844 -1987 Lakeridge Development/Tukwila File Number 1291 Figure 1 �..�i - . 1 • : t � • z ~w � SITE PLAN • - �w .. • ...,, • •.IT.r.. =e mit 47 tar „ t J I I mo Ir.--) t-t.• oono•.oq i s M O 11'li ® 2 gr a Plitrili TP -6 • 1 ., � - !, v .-rp_2 1 a • • \ f.. i i \ \ co m N - ,� . / 1j a _ ' wTTT t .: 1 « , I w w p ;r ; E . 1 O cn o ., .1 -7 , T ' 5 i 1 , TP -3 - — 1 w MIL* �� = w ■ 11 ■ ■ - . _ su L ~ O • 1 : 1 lTT1. r+ ,r comma $)Oo1 Ay OM. , i ,,, t g I ® Z 01- • R1 'r \ a TP -4 1 � s i,F' . t j �G y�t3 1 .. - ,, z�+ ......t. II , s W 1 i •. „ OOfl1 Y 'r I t "C , ' ' • O :.="«: P ' till .."..lis • �� 1 I , , 11 Pr. " . -711( 1 ► 11,x, - I � . �! :�. 1 ' a %. ry Q ,�.. 1111. ► 11. . t , . ; 6 0 111► � , % e ll . r NI 0 111114 Mbill 1 IlL4 V . - \ Ai 4"1.' -.13‘.6 a . , :kJ 6 LEGEND ;� - - 1 _ � ►..��:.. .� .�,�. •R, � 44 011.11K II ej, e�aafKY�,� r'b��i. i 1 5 O h Q - n.�vrne• } 'q') ^; , ' , °V ry =:; TP -1 .,�.Y.1� - - �WI7, a6up .ar chi ..1 Number and Approximate s ' • Reference: Untitled, undated photocopy provided by Lakeridge Development Location of Test Pit N"y`< 0 0 C 60 120 ' P hone: (425) 844 -1977° Cornerstone ( ) Lakeridge Development/Tukwila .., ,. iiimi-i-dmaii iii Geotechnical, Inc F igure �+ z Fax (425) 441987 File Number • : ' ; ? , : ` • Scale 1" = 60' 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 1291 2 I .. ,;; ., :,. r Y.. r tr � hra<. ■ . - - Unified Soil Classification System MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE - GRAINED MORE THAN 50% OF GP POORLY- GRADED GRAV COARSE FRACTION z SOILS RETAINED ON NO. 4 GRAVEL SILTY GRAVEL I Z SIEVE WITH FINES GM W GC CLAYEY GRAVEL J U 0 MORE THAN 50% N 0 RETAINED ON SAND CLEAN SAND w w NO. SIEVE SW WELL- GRADED SAND, FINE TO COARSE SAND J I N W S P POORLY - GRADED SAND w 0 ■ r MORE THAN 50% OF COARSE FRACTION SAND PASSES NO. SIEVE WITH FINES SM SILTY SAND W 1 c SC C LAYEY SAND Z H ; S ILT AND CLAY INORGANIC ML SILT Z 0 I FINE - 2 j i GRAINED LIQUID LIMIT CL CLAY U LESS THAN 50% O N H SOILS ORGANIC w OL ORGANIC SILT, ORGANIC CLAY = LU MORE THAN 50% - ' u- H t PASSES NO. 200 SIEVE SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT W N LIQUID LIMIT CH C LAY OF HIGH PLASTICITY, FAT CLAY U I 1 50% OR MORE O F- Z ORGANIC OH ORGANIC CLAY, ORGANIC SILT I HIGHLY ORGANIC SOILS PT PEAT i NOTES: • 1 SOIL MOISTURE MODIFIERS 1 1) Field classification is based on Dry- Absence of moisture, dusty, dry 1 visual examination of soil in general • , accordance with ASTM D 2488 -83. to the touch 1 2) Soil classification using laboratory Moist- Damp, but no visible water tests is based on ASTM D 2487 -83. Wet- Visible free water or saturated, - 1 3) Descriptions of soil density or usually soil is obtained from ' consistency are based on below water table rr e�` I visual appearance of soils, and /or ;rib1. t est data. � 4 ? K� , VI .{ . E Cornerston e P hone: (425) 844 -1977 Unified Soil Classification System � �"!� k' . z : Fax (425) 844 -1987 ;:,4 f. 0 Geotechn icaI, Inc. ; ' ' , , , Figure 3 , :�. ' j 17625 -130th Ave NE, C -102 • Woodinville, WA' 98072 g , y y y ip, !: ,::, H :,...,,: {:,, ....•:, .. .... .:.. a•.,«..,n w.F.:.:a•rwrnt xa', _lg�.t'k` , a7.' .. .... ..,,,. : .�.,.,.=r.<. ^,++ns,......_.. ... _.. ... .uur +❑ ............... ... .. `iil..... ,!: 0.0 - 2,2 SM MEDIUM BROWN FINE SAND WITH SILT AND ORGANICS AND MINOR GRAVEL TO • i Z COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (FILL) < I- ' f '. 2.2 - 5.5 SM LIGHT BROWN SILTY SAND WITH GRAVEL TO COBBLES (MEDIUM DENSE TO I I-. W ri a D s ENSE, MOIST TO DRY) i ; SAMPLES COLLECTED AT 1.5 AND 5.0 FEET ! GROUNDWATER SEEPAGE OBSERVED AT 2.0 FEET ::'s; N p TEST PIT CAVING WAS NOT ENCOUNTERED ' •''' U) W TEST PIT WAS COMPLETED AT 5.5 FEET ON 4111/02 u H TEST PIT TWO . , ; N u- W O 0.0 - 2.0 SM MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, ' .'" 2 I-- MOIST) (FILL) LL., Q 2.0 - 3.0 SM RED -BROWN FINE SAND WITH ORGANICS (LOOSE TO MEDIUM DENSE, MOIST TO U) d WET) = W I- I 3.0 - 3.5 GM GRAY -BROWN SILTY GRAVEL WITH FINE SAND (LOOSE TO MEDIUM DENSE, WET) Z~ 1 3.5 - 6.0 ML BLUE -GRAY SILT (MEDIUM STIFF TO STIFF, DAMP) W W SAMPLE COLLECTED AT 5.5 FEET j p GROUNDWATER SEEPAGE WAS OBSERVED BETWEEN 2.0 TO 3.5 FEET ` U N HIGHER SEEPAGE RATES IN THE GRAVELS j O '- TEST PIT CAVING WAS NOT ENCOUNTERED CI H TEST PIT WAS COMPLETED AT 6.0 FEET ON 4/11/02 W W • Z U • TEST PIT THREE 0 ' 0.0 i 2.5 SM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) li,! c o (FILL) U }.: O} Z. . 2 3 GM GRAY -BROWN SILTY GRAVEL WITH SAND (LOOSE TO MEDIUM DENSE, WET) , f I 3.5 - 6.0 SP BROWN SAND WITH GRAVEL TO COBBLES AND TRACE SILT (MEDIUM DENSE, 1 MOIST) , • 6.0 - 7.5 SP LIGHT BROWN FINE SAND WITH GRAVEL TO COBBLES AND TRACE SILT (DENSE, - l DAMP TO DRY) `{ SAMPLES WERE NOT COLLECTED . . GROUNDWATER SEEPAGE OBSERVED BETWEEN 2.0 TO 3.5 HIGHER SEEPAGE RATES OBSERVED IN GRAVEL LAYER TEST PIT CAVING WAS NOT ENCOUNTERED I TEST PIT WAS COMPLETED AT 7.5 FEET ON 4/11/02 • , TEST PIT FOUR 0.0 - 0.8 OL DARK BROWN SILTY SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) . . _ (FILUTOPSOIL) ' j 0.8 -1.5 SM MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, z �. ;p a I MOIST) (FILUTOPSOIL) . ! , . . „ . ,f' , 1.5 - 2.0 ML BLUE -GRAY SILT (MEDIUM STIFF, WET) ;.h, r , , j 2.0 -4.0 ML LIGHT BROWN SILT WITH GRAY COBBLES (STIFF, MOIST) i! SAMPLES WERE NOT COLLECTED iw i4,c . `. , . . ' GROUNDWATER SEEPAGE OBSERVED BETWEEN 1.0 AND 1.5 FEET , \ TEST PIT CAVING WAS NOT ENCOUNTERED �. tNt . s ? I ?, i TEST PIT WAS COMPLETED AT 4.0 FEET ON 4/1.1/02 /� ' ' `''/ . i ,,.y 'ge Cornerstone Geotechnical, Inc. ;) , ' CG FILE NO.1291 5'.'; ` . ` FIGURE 4 4,•' 1 ■nst■ r.. . .a,r, ,n +'S. ,,ii:..t .t:;,...,S.J::......•..._. Fau.- .. . FKgY!*Na.rA.. ww , ay, - .s �........ i . 1 . -_- I , • - . _ __ - 1 , . . _. T - •-_,- — ,_ .. ...-.J. :( • { . . ■ . . ■ ■ , Richard L. Nicholson, Joan L. Rose, Rainey LaMiaux, jointly or severally l~- Z LLI re ec . as the true and lawful Attomey(s) -in -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts U O of suretyship giving and granting unto said Attomey(s) -in -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in C ', . . . _ - , ) ACORD C ERTIFICATE OF LIABILITY INSUR'"VCE s1 DATE (MM/OONY) E 1 12/31/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Hall- Conway- Jackson, Inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 8010 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Mill Creek WA 98082 -8010 Phone: 425 - 368 -1200 Fax: 425 -368 -1290 INSURERS AFFORDING COVERAGE _ .. • INSURED INSURER A: National Fire & Marine Ins Co • INSURER B: OneBe on /North Pacific Ins • Lakeridge Development, Inc. INSURERC OPY • P O Box 14 6 INSURER D: Renton, WA 98057 Z :1 I INSURER E: < I COVERAGES ,, x THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING W re th ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR 5 MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. U INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE (MMIOD /YY) DATE (MM /DD/YY) LIMITS ' N W • GENERAL LIABILITY EACH OCCURRENCE 5 1 , 000 , 000 J fI A X COMMERCIAL GENERAL LIABILITY 72LP1472 03/26/02 03/26/03 FIREDAMAGE(Anyonefire) S 50,000 COLL [ I CLAIMS MADE I X j OCCUR MED EXP (Any one person) S 5,000 W 0 PERSONAL & AOV INJURY - 5 1,000,000 2 i, GENERAL AGGREGATE 52,000,000 a GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS • • COMP /OP AGG S 1 , 0 0 0 , 0 0 0 U. _ -I POLICY n PRO- I LOC = CI AUTOMOBILE LIABILITY _ COMBINED SINGLE LIMIT S 1 000 000 Z 1 B X A AUTO C10 12 -32 -30 02/01/02 02/01/03 (Ea accident) . , , Z I... 1 # ^ ALL OWNED AUTOS BODILY INJURY S Z O 4 SCHEDULED AUTOS (Per person) CU j HIRED AUTOS 1 BODILY INJURY S D C) NON-OWNED AUTOS (Per accident) O N PROPERTY DAMAGE 5 0 1 (Per accident) LU W f GARAGE LIABILITY AUTO ONLY • EA ACCIDENT S I I — 1 ANY AUTO OTHER THAN EA ACC S AGO S 0 AUTO ONLY: W Z EXCESS LIABILITY EACH OCCURRENCE S V — 1 OCCUR I I CLAIMS MADE AGGREGATE S I-- I-- I S z , DEDUCTIBLE _ S i RETENTION S S WORKERS COMPENSATION AND RY TO SIAIU• S IH- O EMPLOYERS' LIABILITY TO LINT ER I E.L. EACH ACCIDENT S • I E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE • POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS ILOCATIONSNEHICLESIEXCLUS1ONS ADDED BY ENOORSEMENTISPECIAL PROVISIONS City of Tukwilla, Public Works Department, is named as additional insured. I :77 I.•1 I } CCERTIFICATE HOLDER Y ADDITIONAL INSURED; INSURER LETTER: CANCELLATION T , � CITY TUK SHOULD ANY OF THE A B O VE D POLICIES BE CANCELLED BEFORE THE EXPIRATIO ; • t DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ..Q. DAYS WRITTEN City of Tukwila NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Public Works Dept . IMPOSE NO OBLIGATION OR LIABILITY OF ANY N TH ER, ITS AGENTS OR c 447.4 6200 Southcenter Blvd. t. >4�L . `. Tukwila, WA 98188 REPRESENTATIVES. � � • AUTHORIZED REPRESENTATIVE -' ;t : 1 4aa, ,'t� • I James P . Sammon .F�- ACORD 25-S (7/97) ©ACORD CORPORATION 1988 gl . . "• d S,y',.l n: +»l•'s:r:uzl w .;oWJ,ep,y. 't.Mtl. u. �,'�, _ F„k Y WMYV'.Kfii!'�9 /+t 1. al .,ai':IITIWMM,..nr4.w ..+M ,..,. ,SY tv +.v ,vry , -.rr. w.....,.. ..- .,n...•!hF rwt . J Ih 17{K• fn s 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 155 DATE: 12 -10 -02 PROJECT NAME: Lower Junction Lot 6 z SITE ADDRESS: 5436 S150 St re z Original Plan Submittal Response to Incomplete Letter # _10 o a to = i '4 Response to Correction Letter # I Revision # After Permit Is Issued MI ki j 0 DEPARTMENTS: 2 2- &ry , RI � U. Building ivision Fire Prevention Planning Division b to g d = w Pu li Works • Structural Permit Coordinator ~ _ 1W1i z I - o. z (- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11-02 2 o U Complete [ Incomplete n Not Applicable _ o 1 w Comments: H U. O iii Permit Center Use Only U =' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 ' Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 1 Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 1 -09-03 _ Approved Approved with Conditions Not Approved (attach comments) n „, L' t•' Notation: REVIEWER'S INITIALS: DATE: rs , Permit Center Use Only ;. . " :•: CORRECTION LETTER MAILED: I "' Departments issued corrections: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: ,;, f„1,. ' Documents/routing siip.doc Z +$ 2.28.02 .y•,r. s • . i :... i . y,. ..o ..,.. , .. .., ....c«..r... ..,.. . _ .. ,+....Ww..,..... .. ., .. ..h ... .,. .... ...,... .. ",«,>.• cvrrr *5s...tira.truw'rMsf+T9 . .2- .�, PERMIT COORD COPS PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D02 -155 DATE: 10 -22 -02 PROJECT NAME: LOWER JUNCTION — LOT 6 z SITE ADDRESS: 5436 S 150 STREET W 1 re Original Plan Submittal Response to Incomplete Letter # UO X Response to Correction Letter # 1 Revision # _ After Permit Is Issued w = J I_ w w DEPARTMENTS: Q Building Division ❑ Fire Prevention ❑ Planning Division il N d = Public Works L_. Structural ❑ Permit Coordinator Z w H I— O • Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-24 -02 w • w U • 0 Complete El Incomplete CI Not Applicable ❑ p — O 1— Comments: _ 2 W u' O Permit Center Use Only . W Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 _ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 H Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -21 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: , '`{`>' :. DATE: � i, REVIEWER'S INITIALS: A 'k• '1'' T li, : Permit Center Use Only ; i t'T` CORRECTION LETTER MAILED: ?z ' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 411414:k vow PERMIT T� COORD COPY . { . % w Documemshouing slip.doc • • z , 2.28 -02 `' iaAtt' �?'' _ : 4 r y . '� � ... .. :• ••., .: , :,. r .S':: ,• 1. e...:,. LSS:/ �::.. �.. t.: .:J'.+.i'n�:.L +:vw.L.niv�a.:..4 '. r. r Mf��R`'Mi�'+itati�c,w.ral.risws a .. rr.u.y . ............ .... .. f t ( , • .- - -- - t '. ' .ttdM t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 1 ACTIVITY NUMBER: D02 -155 DATE: 6 -10 -02 PROJECT NAME: LOWER (UNCTION — LOT 6 Z W SITE ADDRESS: 5436 S. 150 TFl STREET re ' X Original Plan Submittal Response to Incomplete Letter # o ? : fn Response to Correction Letter # Revision # After Permit Is Issued I H `) o - . W DEPARTMEN TS A1D (,7jj.11 i NI(A 0- vi 1 -vi , L 0 I ' - j , - p - - - Kl .. 1 s. ,i • 3 �'� -•~ ••wgsy City of Tukwila o '�► 2 Department of Community Development - Permit Center { ` ' a (tat , ' ' �� ) ' 6300 Southcenter Blvd, Suite 100 f; +1� � �� I _ ' N \ ,: P41 rg. Tukwila, WA 98188 ' (206)431 -3670 1908 - - r • Q c I I 'n Wi,Y iy�<�' t:: . t.. A s. I r� N, �� 4. i 1 ;. k,5 t�. ? f r ) r w { . .,,i f a v- . r I 0: r . ,<< . ' i:REVISrON :SUBMITTAL wf ; „' 3:a�:..frl : ��.. _ : is b ` v I r d ..? ,. .. ^: r r . .,. ..... . , vti. .:.... -i :• - ,. =�. �� ., � . •. s - , �. .. is J U Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N o through the mail, fax, etc. N tu J H 1 N U_ ' Date: /Z — l0 e — Plan Check/Permit Number: f�U Z _ (5 5 W O 2 f ¢ J 1 co ❑ Response to Incomplete Letter # u- d ' ® Response to Correction Letter # / i W ❑ z = . Revision # after Permit is Issued 1- 0 zF' ' i Ill Project Name: �rjGcJ N U a 4(O �r : D o U N Project Address: O p I-. Contact Person: 26� c Phone Number: 125 2 9 5 6 S/� = U '— Summar of Revision: u O z . Pe Co l' L'(1 tr Al - ,ez trs . Ei w O / 0 RECEIVED z CITY OF TUKWILA • DEC 1 0 2002 + PERMIT CENTER 1 I E:: • Mme e � [ a=,- i ,, - Sheet Number(s 'wj R "Cloud” or highlight all areas of revision including date of revision Pi, Received at the City of Tukwila Permit Center by: k ka1--/ / , Er Entered in Sierra on ;1:10:%,!, , J ,, 08/30/00 ,. , ti r •, 1 i I ' - . ' �Jr -s-i , • z ,11, ....•vnww..+_-,t". ,vn :t .n & ,. ".,E M.,, -t -r,.....� . «..• r s�...,. , ✓. «....rc- ...::...rv. .•.. .,. .J:... .� ., _...:. r,.. .. . ... ... .. �.. :.'t'!.' • '. 0 0 �. _J ! w 0 . . 3 I i 1 r rte c.-.`�� ..r'5+' --+- J ' i sy_ j fi t''^, .° -. v -- ---4- .., - - .-;.- .+- -r v - --- - .v-=,..-- r-- r"- -+r-`- - ,- v-,+ -:. - -++-'r 1 . v. Tt'�`I7_- 4- ^.�^T°.. ^� • v --.. y� � � f t ' t 1 f • • �., ri i „ -..L y - •+.a...� Y .--."',^�`- y - y �.`- Yv- --+-�f .+,«r^ -a ^- .v..._.. .. _.. ",,,. - :, -,.... J am.._ �•' • ., .�'- ' - `.- . ; . ' +� -; .... "�-.,'. - r`•r.'_".7 '►ice--- °7"+. - .-r.y} 1,�.�.��- lT.:. -e.l -_ _•' _ :it; ,. ;i i , :} s i I i r'.'_ T —y r 'r" v . 1 `, *1 L_..,..-- „:- 7-- .. • 1 1;_ "'3�r`t•~,'r{ , , _ _ ,iii a = 1 -7--- , 'MIS ' I , \\,, f i �r ` 1 .__ _ __ , I BIM 'NNN _ i III INNS : ttt���� / /// f - . 1 T, 'l F .- s. L}, -� t . � r � ~ ■ ! , a ” ., 1 r , i I I 3 1 � � i y t a l I J ' i N.,,:,,b,, �� l it 1 f l I I { 1 ,. ! 1�, . . I I � 7; ., . , i! ,, T`� . ,, , t; 1 1 \_ i � �._ , ..„.....--: It, ________ _____,, _r,g �� , f , .........___:.:,..,.. . I , , _ i . ii/ Side Elevation , 1 I N� NON 1 0® �� 1 --- ) UJ ■ // I// aaalsilsial i /// ■ ■/ r-/ �,t-_ I ■ / ■ ■.. ■.. ■. /I ■ ■ � ;- - ■ //I/////i/ iii / / ■■/ :i � .h sl�• ■ . s .1. z • tat % - At - viM/1, >- * - -- v et ir ( L DRAWING INDEX 0 w w Al. CODE NOTES 0 Z SQUARE FOO'T'AGE FOUNDATION & _ [----- MAIN FLOOR FRAMING ,.a MAIN FLOOR 1208 SF A3. MAIN FLOOR PLAN 0 a p UPPER FLOOR 1152 SF M. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN I Tryon Coricepts TOTAL 2360 SF M. UPPER ROOF FRAMING t �—+ ° F1 @ GARAGE 532 _ SF A7 . ELEVATIONS ED , I BUILDING SECTIONS ,1 III P DECK / PATI: 223 SF S Dl STANDARD DETAILS 'SQUARE FOOTAGE IS MEASURED TO HE D2 . STANDARD DETAILS -- OUTSIDE FACE OF F WALLS. STAIRS ARE L COUNTED ONCE IN CALCULATIONS. OPEN CC TO BELOW SPACES AND u u ARAES ARE Si . LATERAL DETAILS 0 � NOT INCLUDED N CALCULATIONS S2. LATERAL DETAILS up 4- S3. LATERAL WALL SCHEDULE — — 40' -0" • co F:LE COPY co • I understand that the Plan Check approvals are ,--- Rear Elevation r 1 Patio subject to errors and omissions and approval of f plans does not authorize the violation of any r` • CO I 1 I allopted code or ordinance. Receipt of con- CO N ! actor's copy of approved plans acknowledged. co •t 11J x Bonus/ Bdrm. 11'9"x10'1' Noo o Bdrm #4 1 l _ _ ,� 14 Family_ i Da te — � .�, C • s 0 — _--- -- �, ■ �'°` . 12'6'x20' ' Q �_ ; n It P/ 111 I Ki tchen em,ft No - -- -_-- — 0 1 �� H all %-.. r � 0 St PARAT. PERMIT Bath \ I -:_� -_ P J antry Hall :CN�� =CAL (1) I L■ 1210"x10'1" -"�" `u B � MC. P '. , J1�'iDiNfl Q DTI • c I • 171 �, �� � s , v -. Li �,� �_ uP Dinin o NI .a PIPING Q �_ ► 1 ��^a a. �'� -G : sW:. 1 6 x 12 0' _ _ it � ► W P -/� F W.I.C. an f �;as CITY flF W 7 o „ '` BUILDINfl DIY =flN IIA mollii �� i V1iU TITLE r - - _ = M. Bath Garage Living • Ililllllll ' ' i ' ,_, E 13 6 x12 2 7 ; I V2 J No 9902421 41■Iiroml - ` 1 , i -- ∎► � r RECEIVED Covered III CIT Y of TuuwgA © COPYRIGHT l NI LISHED Walk r, r2 rC` OOrVIMYIrf uMnML wows Porch JUN n 2002 I KAPPLER ASSOCIATES ARCHITECTS �• �+ KAMEN ANOCNTE>t NICHRILICT$ PERMIT CENTER SHEET T _= COVER SHEET Si de Elevation U pp er Floor Plan L Floor Plan C t cD2-'5S -•-T t Peeler Denim S I / GENERAL iEGiJ11El8Ef5 h tCsiaMCAL - - -- - fie else: riSCEL:41OtdS A3EBiLY 9RS r wet/ eel1810 LAST M-iP1.aCCE ealageE 0000 Fa1H C.A1r9AI1'±'. -, CIDAMk l - • 'so cov.swear rtes reset 7spree e • gore ax re frees fo deg sae standards ter. vi, ' SoraCfo erovnoe ' coves:a Detseem welding reeved a Pan 2 • Peon= firers 2 - erodes t Tye A. Caordreu rats agora* Noe servers scineare I Mgtlnca O of reedier Mss Caruic:.as Standard innate CS' k • for ts wr tie coee of the Corerac*jv darn& aro oeframe mlbe frs3 tree ar exterior sae car .rte eta i weir: • gab_ Provide L leradoa- carnets 5 snot en =c' • 2000 pis. at 28 dip t Cabeets. 1 ✓w Sopping A Camelot** sir strt@rress rafirer seselect... svecf/e g+rl 1 �aa.ta.y tat emes ��� Ms �� tr i This cures n warded o sac e a mat,ria seoctro. 'et foeoen0 the CSI n forme. Not 2' dieerance gamer aeon a a esey from caea<rstbie 'nag seer w 1 bdfilect.ial cones rte @reposed aggregate reds (exalted! 5 fads sox 2+000 pre A Co(* erciv can watriar feat selectee eared ale 3 Trnear►trriee A Coordinate vier caterer* r.w selectee whew. A War Davao. ' sexual Requirements s� as ten re neonnearrey re4+r•d o complete the speufc project Coadesu rut mete the Wades stntct✓e. Corbuatble rural stye be mss 6' deer from teepees at 29 aley. tar 34Y rood aggeegete. 2. Mbk and casstg. .- Tii �Cat trac rr or,› for capon* of specification. Wen *to •t r+i: stets aPsL"9 sire sud+M re m iss Q • d the aP+1e19 seal project mots r+en t,8 r te ace r ar 3 Adexeres A Coadnete rah waterie nee r eld ectrow scs+e Les. A Coo rdinate 3. Contractor rd eat Coordinate sties outer i ear ersms. peening and :t✓1L dtagar leyotx 'Co rdrete with eeteruls roan Selecterh sdeaae' catrance eras Os opsews Provide mineral mood rreetoppitg at ad operation arse atiow bases A Ai co* WC axe eater redone adrxttaw areas for ravings. 3. Pa ds Part 2 - Predicts eyepiece ono .00 eeing t so *ado :o as sir- 2t' above fireplace ova ng fa B. Air antennae then ter al SAM t nacre** er ds ropesed to *met A Codrtatt with malaria✓ 'Melt serectice sided* l dew to be deuremed by shat red wino looting Table Chapter :4 1 4 h d 2. These craotags are capeigtaa K:.PP ER ARer.rECTS P S con ar p. riarts ever rip and rreacs ct..,t flue stn use sal mesa* node rags 6' for every 4• of eesowy C Cosated age 4: s. Sur award anoari pi 2 berets glaze per ft •s 24 Part 2 - neap, + �{�sr and Flumes copy.gR of es trots tern "sore: cope as Raip'ockcio s or &etratoms a prolate. so she rocs _ Coordsoste with aterNb relish sell tbn *decade A Coordinate exalt mercer flush selectton schemer 3 g Pitmen to be severed ire' rest plate as Mace 1 taik AD6 piMtia of s+9es rsq'd for Use Corded purpose e ‘ srertag dra cgs • ant a .. d e Co, adz fore is by A kAPPLER ARCaa!TECTS P5. or e Oven, , - Smoke creed, to be ca trcted d clay protects. Part 3 - Evade on B. See division Olden Inc areaby re arena is _ I Pravda cat rat ate commode reopens pre* per button Wei emrrme themes M roasts. hint ea - bid 'eeo ', se wars - 8' from es.: :: - 6' dOietCasas and built-is satR'vM- Bp d7hNl110he 8 shown oon '.WA -OJt! at be+lbend i r . Provide the ar 3 Authorized rodectione Rot Deer the nese a KAPPLER ARIC'iRTECTS PS 4 Raga - Deeper to be tilt Fitting bt g operae war sea, cot} A CoorAmtel* with waterier rakes orator scugtuie H accesses venni a an approved exoMc t weird. Craps eery opera stye have free p ex • i. Plastic. laahrtele and said surf ace nateriak Q Wets A86 v 4. Corenct,orvsertng e►asrtgs by t►trr .tamp v ...tae are d•aoaaera :c and do r0: purport to area ego to a greats than the red+ red draw '►,s Hee MASONRY Drvx+os 9 9 append* A Coordinate ■hu,.saserals flee se+rctron schedule Provide an approved earedake saucy! valve .Weed r the belong uppiy Ire saed+ateiy v duGAbuslbis frtsi rise to the at t END DIVISION b FhsSsES ohm after the eater. The .aM shell be scared asses or use structure and be adobe ow detaits or con6ters or constructions s Questions revere - imp at arditecuravdesd. intent and to corstArC.hOr teO Nca+ during . oar these drasstgs_ As ! :crest and Extension - teertn to be ! r cis star. CTOPMEM clertnteat.as rtrpreeat. ors and rsvis:ons are e!' par: a trs construdtrpn process concrete a other approved nor cost ratriar* or re- rtrorced to carry its rear p9?50 GYPSII't WALLBOARD D. Water Lets bon !KAPPLER Ali t•rtTECTS P5. therefore than net be liable for d n any dee, drsct- a coreect;urtia! and a' ••P"'" lied. "a. hat stand 1,090.1 frspiac• as tallow: Opsnr a Pert 2 - Reiser Part 2 - Predict l Bel bov Grads • Ter' type K salt side so R to 599 so R 6' 'e (core 8' e s ire O de•'., 6 sd ft a a ds AC a rr o>rt - rr tg v . At Grsds T L meal sollde es✓ derid as a re n t a not part; :pa:no a v ex or cm : -,stoat process. r I. Type ' sonar swot ~gra. eauerpro age+e D s ° es L sa :at et See :ate -- PICA, 8U -ClING , ATERA_5' 's: or via cranes. ch each s'de ..ac. heath and extension u be reriaora out u4 bars • b' or. esech may. 'DERMAL. AND MOISTURE PROTE 2. Pinang equipment. xe Part 3 - Ecution A Fifth t Coordreu wish Ce nurse orrOrr material to the KAPPLER ARCHITECTS wrectiar- 5. Do rot van,; or suers the .Oat shot:: except rich Witten .strtctra from KAPPLER Pre-cat stags apre -cast cornvSt* aerth and extensions to be suQpvted by 3'x3'x3/r+' - 2. Coifing See the 'TYPICAL B5.4.096 MAMMALS' fist on the drawings. A sires .our hew- (Dais r..ardet ARCWREGTS Ripon discrepancies aM minion to P5 angel of Provide archaises to frartrag M rated above gale Hearth t' be A Finish i Coadtete rah waterier* seise oration schedule setediatsk� �� MASONRY df.CESSORE@ CoadMeu with carers eaters; electron t rue adjacent ftodrrag mater ai 3 Lair secured Tres B Hose bb fro proof tear elarsfha units K. Ftebox Part 2 - Protect C. Man stn -off valve n g ors e s Part 2 - Product A Type 'x God as race red b. Due tc the Mt•• of corrtructton send the bet process sere s ll be b+dder Geesrga L' Combusti - Ai provides an outside saris for cotrb *tior+ W. b sq. l Sprayed-cst Mphak aulsior D. Platens fixtures 1 Coordinate with owes aerial selection 'd pr damper a xles to be bas ted snide to reeMrn r to wont L *deers and Tres: 1' wide 22 g age corr steel str net - corrosive. Part 3 - Execuli yes division peel wiec aaembh recurea i and Coettraetor Grater selection of the butldMq products, comporents and assemblies. This et at duet see rah operable Cs f 2 Jortt reinforcement standard ladder tyce S g ness wire t -V2' le at wall thi B. Mslrpoof GI M a B req'd at eat damp locations pertldLseclSQ 3- Irrigation (bidder design) sea a a a Q .aura s corss deed a 'burlier see' and mow made spec fcetia or r P°ni0r n, Retardation Part 3 - Execution L Ate (!) sal per IBC !402 Appendix bh9 4 Wanr oboerd Io a *roc at al! tilt estle% MION) A Provide T' correction r man fiat h garage by war shit -off valve with buildn0 nateriab list Therefore it a the Contractor n a rev respobilky to provide and I FetaKtetiOn crib wart 8' thi L Per Chester UBC Cts operetta 5 Metal cony, Dead profile, *hr .-err and crier valve. ( f :Odtrtate space racing procxt selectee and retaliation assembly. - vA F beyond 9e PIOR AtD A� RETARDER Coordinate rah eateries seteatiorh schedule. I i 1 KAPPLER ARGwf'ECTS P5. asstrtes ate !iabibty a respondents for discrepancies a conflicts 2. Footing t o be shin Q' thi and extend b ✓ replace Part 3 • Execution 1 4 Atxoststic Sprrtlr (adder �' 4 f wale, re- ✓raced i w h '4 brs a t b' o e ach atsd beaming a fee utd isttrbabie so +� >` inc: ices ti•rough Canractor/Clew specified materials ono their respective retiree°✓ r'1 L M r h UBL. Pei 3 - Exegtton 3 foot' bas to notice! re- etrorceard 19 and 3a Pat ? -Protect ` egred Glteptr 25 and table 25 G and 2511 Nail a saw r place per m KAPpLER ARCHITECTS P5. assumes no liabibty a resporsbilny for any Ass which say be used ABC. Spice wag eyseaey per y 04200 We MASONRY L Grand coos: b ail polyethylene track. tables- l The installer to design the epee to appropriate jtrsd'rctioroi rec}iresets ad Fraction r - f j ' out referrrud to by rAeufaeiurer as brad ate eats caned out was Bats so for ?- BuikXng sae: see the 'TYPICAL 13411LDNG MATERIALS' at ce the dearys- a saner consistent with ire:entry standards. Refer to general sea, +everts. l convenience Only. Part - u - Product - Do not scare taw d for c r ti dYy,rionn. verify all d wer ss and datum's a !IZE( ATOR REQUIREMENTS L Bride swears: Part 3 - l fl ter en 1� 6500 HYAC CI I t I • A Exircr Locations: nae tAefg t See ON n sry,gy requirements_ : - Product Part 2 - product before ca.... i ng oak and be resooraole for User accuracy and report deaeepatcies . r l Ceramic end wb* tiles: .. orhis4 ass to tree architect erred ate . CoCoordinate we sate a Is m ese select r schedule. 4 1 wrcy L Faced Ai• Am 1. A co nstruction shall conf to the 19 U nison Buildi g Cede (UB. a d be r B- Interior locations: Cooroirete with eateries ✓rash rsiocation sutedtre A names✓ ecca -dance with all State Laes and and various codes � mate with naMq: materials D uct s re and VI i GOOrdtnate :M rtwiak finish selection ,cMclu!e. 8. The CcmtractorrOrmer Is respenabie rte coordinating eat wrth the of an trades to ease yurisdictiala: requtrearts and local G. Pe I Refer to soneacturer's recosrwd t. atio s. r r .rah' sytrie;~ finish selection sdhsdulr. proper and adequate interface of all trade worn. The contractor shall be responsble ear 1. Arrange inspections that are mandatory duo to w at Lti risdlctia, eduresent.s. by L v Pavers/planters: � eawshetg� runnuhn *election st *core. r200 N56LATION B U as specifically defined otr verse Except required safety precautions and macedres required to do this eat. Coordinate with materials finish selection schedule. Part 2 -Product >00 Ud7OD FLD C A► clearer 1 Goad with materials relish seer tie schheciule- �Tl 2. Concrete aide untie: grads N -I CPU, unless (themes* "cleated sizes per drawings l Fiberglass or mineral wood bast, bloom mineral roil and extruded polystyrene Part 2 - Product l Type D. Gontrob l Coordinate with materials finish selection schsdde. w �r I A Wails: L S ee the 'TYPICAL BU!LDNG MATERIALS' list on to A Coordinate with eatrieb frith selection sdtedu e. A Specter :nits cogs. E. Registers with adjustable supply: 1.a t pt �nerpretation for all definitions. abbreviations. B. Ceiling L See the TYPICAL BUILDNG MATERIALS' list on the digs iP3 650 RESIL1D4T FLOORNG I Cdeciaiete with matriar* finish selection schedule H e+ cc and sUpplemetei de(initiOns shell ream accepted refereericed oesetrds. e.':•• !v T.. :. . iT' •,:a n i.il--� l COadrelssiftmaterlab fetish selector schedule. 5 Glass mason traits: (glass bred) C. Floc: l See to ' I - PIGAL BUILDING MATERIALS' lint al the dogs- Part 1 - Products I Type 1. Faro- see division 11 energy requirements. X • • _I) le. All DOA, withn this contract slat! represent fret of ndustry standards rte the ties A Exterior locations: rtememig: D. Fovtdation Perimeter R -10. A Coordinate aith notarial* finish selection schedule. 3. vans: ' Coordinate with materials finish ,election schedule. < ace S spa espy l Provide temporary facilities - including electricity, mater tempo toilet, per T ,_ trades project ;jtrndretiona! requresrts Coadrets with materials finish selection schedule. ?. Insulating Coast A Standard sestet roast 09680 CARPE NG 4. Exhaust Ducts M to ocat;on it which to pro t s built. {Ee B. ktar or IocatnOns: rhe.s/erg: Part 2 - Products Grpet and Pad: A Termret dude build' ad a with raced/raft s 2. Provide Cotenporary Controls - nctudrg erosion sediment and suface eater control ' G'iP b" I ' -3 and entrapment during ea dm struetion per jtinetional requirements- L COOrdrtets with materials flesh selection seaolule. l Se � f ( requirements A Coordinate with aerials finish ssbcticn schlock*. per et section 504.1 09900 PAINTING Pat 2 - Rod cts Pee 3 - Execution as r 0t002 MISCELLANEOUS ASSEMBLY REQUIREMENTS D1 DIVISION I Part 3 Execution 1. Painting over prepared surface r per mufactur's recone cations L "he statelier to design the seeds to appropriate jurisdictional requirements ements a rumour, in 0 2 1 Bride and veneer: A Coordiete with materials rash selection scecksler. u manner consistent with industry standards. Refer to general recu,resetts. `Z' -U t11. Provide crawl specs access, minor B' x 24' unobstructed access pc U.B.C. 23f13 A Brick veneer shell be se reported on footing, fovdation, a other non- cothvstble 013 �� MATERIAL exxl F..s Insulate and .rather -strip erx•1 requirements. Allow IB' mhirein space under woad supports. It shall have 15' felt backlr and ties at 1 per each 2 s. f, of veneer. Provide 1 ' END DIVISION 5 a10 � �� p pre' p apex pvvisice 2 Part ? - Product r � r joists and i?' mrinun space under wood orders. minion ter space between veneer, and backing, end approved flashing at base or veneer. 1 5i7 'WORK Part 1 - Product L Typo A. Goadnau with GonraatanOhwer we r sal ssletiiOne. 04 2. Provide attic access minima 22' f 30' with 30' minimum heeaoor at urobstructea on o 3/8' rand eeep.ones a: 31' oc. at the case o veneer exterd rr0 rein sate air space to l Shingles and roorng tiles: readily accessible openhhg per Uri. section 5051. Insulate and weather-strip per energy to exterior veneer shatl support no bad our than its ion weight and to vertical dead Q A. See the requirement requirement pm, EART44l le ad of veneer above. ?. Merbrane ro70 TYP1GAL BUILDING hint MATERIALS' list on the dranr 1143 DIV151ON 9 O Division Ib ia4 > ELECTRICAL iet Part . Execution B. Per UBC Ca Chapter ?L '"g P� J Provide ventilation per 1113.C. as roltows: pt 3. A CA 1 Rough grading: 4' below finish away from gg tress othreise specified_ 2. Concrete ma unit (Ciri) A) Crawl space ventilation: minimum net area shall be not less then ' sit per 150 s.f. amin tr y r Part 3 - Execution 2. F Divisor 10 16000 C»FrEh AL Dam X wader floor Brea. shell be laced as close to the carers as practical and shell . ish grading: Landscaped dlvhslon 029D A Garrote masonry in malls sail be constructed to contort to ASttt C. It shoo be SPECIALTIES Part ' - General Exs .tl O penings p pr L `stall manufacturer's recommendation and CM . 5 Excavation, backfiring, and compacting for structures as needed. laid reinforced, and anchored as shoe+ on drM P� 15 of the WC provide cross ventilation on at least two approxrately opposite stdes per section 23113. a Excavation backfirl uP• l Eie 1 system to rebe quirements: bidder designed tu-r , rg, and for pavement as needed. B) Attic ventilation! minimum net area seed beat less then I s.f. per r50 s.f. of Part 2 - o tic AND vENtS 2. Regulatory ✓actor tp provide refer ai Division ! - a tpits Reoueewents. < S attic area a I se per 5 f. or attic area :f !f7 Is n tee soffit and 1R is at least 3' above 3 . i•taul'ng and disposal of excavated material as needed Part 2 - Products 3. ;,ontrector to ovide slectr'ca! em s des circuitry: follow ti plan {a Per 0 SANG MATERIAL L Hardware cloth screen 1)4' x U4' an so vents as detailed if provided- pr dings y'� P r � n b . Importing of .:eterial as needed. A :oordeeu with other wades CD W the plate Tune per UESL. section 5053 and energy requirements. bulls. 1. Rode removal as needed Pert - Product 2. Gontruous 1' performed metal soffit urn as detailed. 4. Slope all decks, walks, driveways, and patios m building. Minimum I /4' per foot. 04400 STOPS s� 5. Gars /House anc' separation: 02500 PAVMG AND 5UF�ACnrG I. Siding: A See to TYPICAL BUILDING MATERIALS' list on to drawings. 3. Roof vent (see Division 0'1100) 16200 POWER pa err Z y r Part 2 - Product 1. Trim: A See the TYPICAL BUILDMS MATERIALS' list on the drawings. 4 . Olt.( vests es erased per p eats. Part 2 - Proroa Q A) Occupancy separation from garage to hours shall be or fire resistive L As shoo on draw 3. Softies: A See the 'TYPICAL BUILDING MATERIALS' list on to drawings L ere aid B oxes' construction, and be an the r side, and extend frost mud -sill to roof sea The Part 2 - Product inns. I^9 VW PREFABRICATED FIREPLACES pJ pr ta i A Exterior location!: name 4. O ther: A Se e to TYPICAL BUILDNG MATERIALS' list on to dra A via: t1 bA (3) tlLre Ig ceiling joists, wails posts and been supporting structure above shall be covered with 5B' L Wak road. are parking pan ng: 9° Pa 2 - Pro duct I. GFI • Dane Locations w pa W t x' GLIB Si ea living area is abo to rte Use 2 layers o 111' t x' GLIB at A Asphalt ; cars 8, over 3' crushed rock a 1' ATB I. Coordinate with materiels f sel ection schedule. L Locatio /Acceseeri p typ ' 'n9 garage. typ ' B . Lo u vote standard t W trusses and TJ UBG. 302A and table' -B. B. Crus cook 5 /8 ' minus. e . interior l Mmem Part 3 - Execution g: A C oordinate with raterials trash selection schedule. per 1. Panels: Greuet br eaer box red r r C. G oncreu Division 3: L Coordinate with materiels finish selection schedule. - Metall per manufacwer's recomeiencletion and Chapter b of the IBC. k b kJ labored 5) Door between garage and hate shall be tight itting, sett - dosin g s olid woo Per Part 3 - Exeacu:bn A Capacity: Bicker Design 1 1 '44 * Fever sate :aloe: l See d vesia 0!0028 For m isc. assercr r r doe 13B' thick per UBL. section 302.4c 3) y equ emencs For Fireplaces. 3. tiro:, try: Bidder DhaeiCj+ � � Coordinate with materials finish selection schedule. Park 3 Execution 01600 FLA51496 AND SWEET CETAL 2. See division n energy requirements. • 3 Grounding: C:1 b- Stair &Saarbl : 2. wit Pavers: I Coordinate with materiab finish selection schedule. I. Stone veneer: A See Brick veneer. " z (J y X IDENTFl NG DEVICES A. Provide (I) 2 1/1" schedule 80 PVC conduit at concrete stein pr mo wall fa electrical A) Headroom 6' -8' minimum, width 3' -ee' elnInum per US.C. section 1006.5 3• Pavement marking: t Coordinate with materials finish selection schedule. pm DIVISION 4 part 2 - Product Part 2 - Products ten ice and (II 5/8' dinette x 8'0' %ontg galvanized rod for electrical grounding. s.. B) At private stairs tread 9' renew, w, riser 8' max All other stairs tread 11' I. Gauge galvanized, preefnished. 1 Building nudes: 4. Smoke Detectors: A Provide d install per UB.0 section 310.9. w 1../ rmined rise 1 ' maximum per M.G. tE1aE 3. a 5. Fire alarm. A Provide and retail U.B.C. chapter 310-10 and as r red C) Top hand ail shell be 34' minimum erd 38' maxinum above the stair section and 02100 SEWAGE 4-te De Part 3 - Execution A. Coordinate with waterier* finish selectton schedule. per p t tsqu by got rr nrtg Ail Q Dlv!5!ON 5 Part 3 - Execution hie mansalt eM x U not less than I 1/2' or more than 3 17' from the wall and with returns at each end per Part 2 - Product L Install per Chapter W and 6 of the UBC. l install Ni location per jurisdictional requirements. Part 3 - Execution Z UB.C- section 1006.9 l Subdrere a tams: l The installer to des the system to hate jurisdictional requirements and function r D) Install fire block' at t and bottom o! sir' and wall al stringer g systems: METALS ce00 TOILET AND BATH ACCESSORIES 1 9" ePP(oPr Jr' esN - stringer span wa g A Fotahcation eta' 4' ADS perfected pipe non- rigid- 01100 ROOFING SPECIALTIES Part 1 - Pro ducts a mamer ca isistet t with the industry standards. Refer to general requirements and UB.G. cwt g per UB.C. section 10821 drainage w lL E) Cover unable space urger stair with 5/ type 'x' Ge3, use 2 layers at ceiling Storm sewage systene: *Mt META FASTENINGS l Toilet and bash accessories: 0 area. All 'oints shall be and sea Provide (1) la of 5/8' t x' GdtB at A Exterior catdasMS, gates• and names Pan 2 - Product A Coordinate with materials flesh selection schedule. 16100 6011 ANIGATiONS J taped L Coordinate with materials rear selection schedule L Vents: Pat 7 - Products ule. Part 2 - Product 1 (P uta CA ceiling are under stars. A Ridge ve ranufachreed by: BE AND CLOSET SPECIA L Intrusion alarm and security detection system: _ B. Culverts: l Coordinate with materials latish selection schedule. Part 2 - Rockets A Coordinate with materials finish selection schedule. 1. Laundry Chutes I Duwrbwatter Shafts - provide 5B' type 'x' GILD Or 26 gage I. Coordinate with materials relish selection schedule. L Boas: Use sizes and shapes per dregs or es needed for intended purposes. t Stir Closet: sheeteetai with lock joints on all eperegs to shaft surfaces shall be self closing solid B. Mushroom vent: manufactured b 2. Peons rem: core door I 2/8'. I Drop pips 4' ADS non-perforated tight liras. A Coordinate with materials frith selection schedule. 8. Firerit i as U.B.C. 114. 3. Sanitary nage systems: t Gaadinete with materials finteh selection scheduis. A Coordinate with material* finish selection schedule. 2. Closets: Clothes Clts: o � n g P A Sewage collection lines e' PVC unless cast iron is noted 05500 METAL FABRICATION 2. Gutters: 3. !ntrcorrmnlcdcion systems. CO S. Structural design criteria: These notes are provided for convenience only and do not B. Septic system: Per resew ngs or ordder easiest, A Continua* alum. precasted: art dinete with materteb tMhh selection schedule. A Coordinate with arterials finish selection schedule mply that complete structural analysis has been done on this structure. Part 3 Execution Part 1 - Product l Style: K profile 3' ry 4. Stereo system A. Coordinate with neterials Finish selection schedule. A) Truss Loading: Load 1 Suter ainage system: I. !era. -aus and guardrails: Provide in sizes and locations as shown 2 Cola Match fes END DIVISION 10 Top chord live load: 25 psi A Slope to train and surround in well draining material per details. 3. Downspouts: ___ r Top chord dead bad: 12 psi END DIvISiOni 5 A 2x3 rectangular abates precoated: (20 psi, It tile) 1. Color: Match fascia I trim Division'! cotton chord live bad: 10 psi 01800 517E e1PROVEMENTS Division b 5 tie t i drai system. LIGHThra In EQUIPMEN .. 0 101AL LOAD d1 psi WOOD AJp PLASTICS 01800 SKYLIGHTS Part 2 - Products ( \J Pat 2 - Product 1010 MAlREN EQUIF'I ENT l Fixtures. I. Coordinate with materials finish selection schedule. B) Roof live load: 25 psi l Irrigation oyster: Bidder design 100 ROUGH CARPENTRY Part 2 - Product ft Part 2 - Products ?. Caterer: A Switches :l. Coordinate with materials finish selection schedule C) Floor live bad: 40 psi I. Coordinate with materials finish selection schedule. I. Skylights to confrere with 1 C Section 2409 L vacua cleating system: 3. Dimmers I. Coordinate with materials finish selection schedule. /tw X � D) Stair and corridor live load: 100 psi 7 Fences eel gates: Pat 2 - Product A Coordinate with materials finite selection schedule. Boos, l Goadheu with materiels finish selection schedule �/, ?. T1 tt acwer: A Coordinate with materials finish .&cotton schedule. E) Mechanical knits: weights provided by manufacturer I. Coordinate with materials Finish selection schedule. I. Framing Lumber: Framing knber shall be marked in conLrttace with the WCLB. standard IM RESILfNTIAL EQUIPMENT 5 Other: 1. Coordinate with matertab finish selection schedule. 'lows U- F) Wind IV) ea etpostre 13' Rw•55 assuned grading rules for west coast !umber no. lb. latest edition. All Kiln dried ninine Pee 019e0 SEALANTS AND CAULKING Part 1 - Product Part 3 - Execution • G) Earthquake Zone 3 C2°J00 L ArDSGA Pt , A Joist and rafters: (2xb and larger) Hoe -Fir '2 or oetter. l Garage door openers) I. The 'retailer to design the system to approprate jurisdictional regiireatints earl ftelar rl a B. Beams and stringers: . 4x and larger/Doug-Fe '2 or better Part 1 - Products A Coordinate with materials rnteh selection schedule. a tamer consistent with the industry standards. Refer to genera! requirelm*4e. ' -- - N Allow /ore Alloble soil pressure, Unless a soils report by a qualified engineer Pan 2 - Product e- Post and timbers: Doug-Fir I. I. Caulking Styrene butadene cauing BR) I Color: Match sidNg 1. !rating board cabinet (or drawer). p, % ri ing A St butadk (S O i p 14.... S is provided, all footings and foundations shall be or assured 2000 psi bearing Bidder Design D. Studs. plates, a misc. light framing I g'I -Fir/Da standard. END DMSION 1 A Coadlnate with materiels flesh selection soxedule. END DIV1510N 16 • � £ V) N dra .4.. capacity unless o therwise noted on late. E. TJI's and 'slued*, Per manufacturer. 3. Free - standing appliances: selection schedule. i 0 Cr) END DIVI51O P 2 F. Gke laeiated briber , A. Coordinate wits materials "woe th DEC 1 J) Equivalent fluid pressure 35 psi. I. Maple span 24 F v4 DFM3LLN OtviSion 8 ENERGY REQUIREMENTS U G t+ 2 3 Zuuc > �- Division I1 � > 10. Prefabricated Fireplaces and Solid Fuel Burning Appliances: 7 Continuous a c antilever: 24F v8 DF/DF Der END DIVMoIOPI Il �J A) Solid fuel turning appliances include airtight stoves, fireplace Dinhlam 3 G. All other kaber Het -Fr Standard or better. AND WINDOWS CO 23 (.0 s s• tove room heaters /fireplace stoves, factory butt r!replaces, and fireplace inserts. and all CONCRETE W. Pl9aood /a:ented strand bawd (0513): APA graded. WASHINGTON of STATE EPERGY CODE: --re.-..-:' _, 0820* UA?00 DOORM (Lo Level, M e d n L Level/ r ev!ser+ 12 Genera! Notes: �i'� 'C t I Wall seat see TYPICAL BUILDING MATERIALS' list on to CO shatl corvly south the provisions of Section 304) -3046. wee, Pei 2 - Products FIJRNl511hIGM 1 Electric ester heaters) shall have per (5504.:,. separate power or gas shutoff. 7 Bi Metal shah be enclosed above the s Ni which to 031e0 CONCRETE FORIIUDRIC J. Floor sheathing: sae T NG 'TYPICAL BUILD MATERIALS Ll5T'on tee oyg, oath i (J) N s y K Other: As noted on dra I Panel wood door: A Coordinate with materials flntsh selection schedule -- -- Noncwipr eesble RIO pa d /uuriheate spates appliance served is located, Ni walls having one tar fire resistance rating, and with a specs ? - m . Flush mood doors: A Coordinate materials selection schedue. J$300 WINDOW TREA 2. NACEA label on tank on all sides between chimrroy arid enclosing walls sufficient for examination ati and repair repair for Pa 1. Particle Board: APA graded Part 3 - Execution A. Mer aJmo^t 3. Stile and ralKstas door) A CoCoordinate iv/materials finish schedule. rilr ish selection sedule. Part 1 - Product 3. Temperature setting r less than or • to) Q0 degree F I ere chltmrhe Walls shah be wthout openings pear UM C. 814.1 - 814.4, 1. Formwork and baabracing rte strucconcete ai cast -in place conete astir be by 6eaontfesucontractor end 4. Patio doe: oa!ae w ma A Cdtith trlals f in selecon sc e t i tihedul W iow mnt: A Coornate w materia nis ection schedule. an d t ls fh sel 4. Showes d lavatories shall lee flow to ( tha t o 15 5 504 8.i) C) Provide nrestopping at chimney per U.B.C. sction 1 081.1. reset to ruirments of the drawings and industry standards. I. Floos 5/8' NOW .) less n a • � Instal! mete! fireplace with hearth and surrounds per maufacturs specIficatlont 2 All formwok shall be placed e such a name as to allow cast -In piece concrete to be 2. Shet vil: 114' (UON.) se division 9 . Otter: A Coordinate with materials finch selection schedule. A Ceiling inulationud on solid seestate and to allow structural mems to sit below to fr Ir is. 3. Cabint surfacs 3/4' ICON.) to manun I' ore space above Mulatian E) PrsfaiGeted firelaces, chimns, and related cororrt! to bear UL. Pla 'IrpP� 3. Truesa. to extend b' above haft insulatn Qs a IC r O seal or apove! and be retailed per maacturer! reirements. 3. Baffles to etd 12' above loose rfl! ueulation F, The hearth shell extewed at least I6' to front cif en3 8 to each lids of Preicated cector plate wo roof trtusss s al! be designed and starved by �� MPEDOORS B Wall iegtulatin the fireplace opening when the opening is smaller them b s..' If to opening is b ref. or larger, ortsmoi rrrtrocts astharst: the wufactvr In accordance with to 'design /pec!ncaticn for metal plate corrected Part 2 - Products: Division 13 1 Face stapled belts Use hearth Nall extend 30' In nett and Q' to each . de, per 1.1.13C 3101.1. Mood trusties' Design drawings end details to be available upon req 1 Sliding glass door: SPECIAL CONSTRUCTION 2 Friction fit unlaced battu sort be B. Meson Fireplaces. B. See Roof Fran Notes' on draw - y Part 1 - Product ' A Coordinate with materials finish selection schedule. 5 Poly vapor retarder a RECEIVE✓ L Rein ac ste Def erred bar size and loca tion len and details. Gracie 40, C. Boor design, out, load and bee eau be marurecturr. A; Masonry Fireplaces *rail be t ee neo era constrtcua to amply with t per P F 9 yes if at 1. Geroge doe: (make (see division 114501 J 150 Pt�LS . paint w)a CITY OF Tukwila D. Field alterations of truss des maa b PvA p d'y s up perm rating of max. UDC. section 3102.1. • *M ei. A Coadiate with materials finish selection schheduie Part 2 • Products I charmer design 1. Concealed insulation shell be placed: 0 B) Chimney aeon ney termination: ney must extend a nh of 2' -0' above any 1. Welded wire fabric: at locations per plane and details: 6*, UA4x1.4WLF 4. Fasteners and adhesives: All nails shall be camas .re of sites for Intended purpose g HOT TL A Behind shower /tub JUN 1 0 2002 point or the tvudng within 10' -0' of to chniwsA Cheney to have reinforced sand -cent Pert 3 - Execution Per EC table 23- II- 5- IAttech timber Joust to flush headers and beams with Part 1 • Products B. Behind partition studs /corner TITLE mortar cap. sloped to sad water, or naeary, stone a concrete cap with sand cement L A shim le fa all bars shall be 1' -b' or 30 diameters, whichever is larger. Provide V' scree* a I natal to suit intended hardware at other Q 2C alDODNNYL Jlefag er PERM CENTER p Simpson hangers equal purpose. Simpson L 4 Coordinate with matwiab finish selection schedule. 8. Floor insulation: Forging to shed water. Paging to be met 3/4' thick !,here .wary, stone or concrete cap Is caner bare to retch hormonal relnracsre,t. mew, coverage per details and UBC Chapter Locations as outlined per drawings. Boa heads. nuts, and cut washers per Division 5. Part 2 - Products A One dry crap rated vapor beer on to warm side, used, chimney is to be reinforced with 92).1 bars as bad beams as shown. Provide I/2' mesh 19. I. Note: Egress - END DIVISK7N 1 3 B . Moisture control mutation wan spark arrestor at thus lerminatian t 3. Post to mat footings correction Provide presses treated post and positive correction A. Every a room c all have at Itast one able window with a net c lear opening s ' to root IBC cf. The !cp.Nn ° Attic and crawl ce access insulated and weather-stripped. L. c) chhensy o Per r 5 . 1 or opening height shall be 24' minim, width of TV rMUun, with a fleshed sill 3 Recessed II ri es to with lssetti to be insulated 50'14.4 D) Fla Ipped. - flash and counter with nn. 26 galvanized sheet metal a a' coI '' 9a 9 a p15eixTF �G�E� Part 3 - Execution Y �h� not note tan 44 ' above t door per UD.G. section 310 Division l4 10. 9kywfall insulation 1s installed and equivalent to to required wall R -valves at shoo Ni a aqulvalert type l The fording will apply less than on dram s. Safety glaze per UBC Chapter 14. CANVEY SYSTEMS 9e Anchorage provided ceilings Pei 1 - Product �'� un All wood fray details shall be e tables r ! 67. El Anchors A ncrora Sall be ovidsd et all ceilt a red floes Corhstrueted to to minimum standards n to UBC All framing shell conform to to requirMa/nte C. See plane for egr ess and oper ation II. vapor retarders eel; be installed per (50416) more then b'• a' above grade, except seen constructed entirely within the exterior wails of I. Ardor bolts: 1/2'sx 10' unless otheme* noted a draw 1 Ma drawings. or Chapter 13 o f the IBC Minim., roiling shah conform to table 13• I -Q of the UBC. HtigM by' 1;4100 DUMBWAITER 11 Six (b) wail blast polyethylene ground cover, sell be lapped 11' at points and extend the Wilding anchorage to be (2) 3/16' x I steel straps cast at least 11' into the chimney. with 1. Eupaeion and contraction Joints: iR' asphalt iipregnated felt as located per crawtngs and spacing of studs sall conform to table ?3 -1 -R -3 of the UDC A Cola: I. Coordinate with materials finish selection schedule. Part 1 - Product throughout the crawl space to foundation wail. en e0 degas bed with a b' extension rood the vertical renfercNg bars on the and details. B. Style. I. Coordinate with malaria)* finish selection schedule. L Dumbwaiter. A Menuracturr meta* nodel mer: A All exterior doors (except 10 mines doors) shill be weather stripped per (55024.4) outerface or to chanty, each strap Is to l secured to the structure relining of the 3. Washers: Yx1'x3/I6' eq. steel plate washes. 1. Coordinate with materiate fetish selection schedule. D. 5rv!ce 'rot and cold water piping Ni tricond!tiensd spaces dell be keulatad to R -3 building with /21 IQ' boas per strap. ewe joists are parallel to the chimney, straps are to Part 3 - Execution (5303.11) anchored be anred to 2x4 uosslics connecting at least 4 joists and secured with (2) Ind I Anther bolt at b' - tax. OC Q' has corner and joints, max. embedment min. 1', 2 bolts per END DIVISIONµ 14. Heating ducts Ni uarcendaloned spaces sall be insulated to a min of R-8 (S503.107) SHEE T nails each joist type place of wood. 12. Fee Blocks and Draft Stops - as per UDC. 108. IWSreNGTON STATE 41R QL�TT z?_ A Cereal Notes B. Standard air leakage (5502.43) caulking is complete whin installed Ni to following lOCatio e: I. Between sole pletehubfloor : Al 2. Utrrg/plurb /duct register penetration S. Run joists sills (heated lower floors) 4. Partitions stud penetrations L END DMSiON 11 w 1 i ZeeMear 55 ,..._ ...., ... • r a , . a a 4 y 0 CRAWL SPACE VENTS L GENERAL FRAMING NOTES J -¢ .---; 2 CRY-,. _ SP. CE_ �.p " "3e' • �'_ 5F L •pr_ F_Q SAES et c -� GOER:.► NOTE$ AND E! AREA REQ, Qr L V ✓C TS ?. 5EE TMP'C r :TCR.:.Lfi4 _ :S ON SECTION SSE i - 3 c„:.._ VENT �� :4'xE'sc :15% Egg CG C` 38 5>; °FR ''E F} ARc 3. SEE C.' .EQ5 -EE' FOR NOTES -I O ic. 4 ��1' Ate.: a , ?3 - °_ _ YENS REQ• CO"r AL. vG "SCI- ANC l a. R 5 4 VIEWS 5.00.• SEE PLAIN FOR U ?vG 3'�i E. E : - C.L . LOCATION; 4. TR..SS ✓ES+G1' :5- - 7C1.5.5 PLAN n : - 6 _ < vE % s x b8 • 812 SF OF v84T 5+•+Otsk. S FOR GE- ERA._ LAYOUT 0"-L'!' AR ° R .^ v!DED c VENTS 5.4.1_ BE COVERED ;tJTa.. CORROSION 5E_ / b'2P 5-•Et- WS STAN- L*10 ' - IES+4 WITH OPENINGS OF - E: _...v *ca SEE E D v 0m00 5.4EE A-' I I! J < • "AX ' VE - '4..5° SPAN °FR FLOOR PLANS i i 8. NT. S LOCATED '. RI 1 JOST P"f .* tST BE PER,'" - -1 2-55 °E PER Q� JF �AmING a AN BAFFLED,. LS ES 502 -- I 5 ROOF mac: *G SP:.0 Ys 24' C.G. i•cD. b - 4 200F ° - C - , - Ex OR PER ELEVATION � 'NTER•O4' PER SE• R -.=*FR - .AIL 2x4 /Q P. 8. ROOF TA r_ AND R... --KE OVER.- .:.'.G PER ROOF S GR= ° g $ADERS ..4f 'c 4x:0 D= ...... .O. ' I rt I J ' Patio — PROVIDE ?+e „'"'ER s C 'O 4 0' SPAN �. > A D �. GO \`� _�` CGVC P�-IS _ — � E Cs; 'R ” r =R g - -D5 OVER 4 - ©' tiC. �' V, r3 : I n A�IG ' _ 'O B: °R=SUR_ dP e ' _ F - r ✓ a6 �2 S-+E =- r I — ==a'- Jrc = "A_ T .-L_ LOOK ^'S -:rte: i w - �_ f It- 8' ; °R_ 50 s ' T '9 oc tf I � -� yER� w/ s -c= � :,�s , FOUNDATIO KE YNOTES / SCE �'` ✓.0E'� I _ _ _ONA_ _ "•3•• ✓. E _*— .. -+— FLOOR �e a �I►,I� \ � � 1 F ohGRE = s _ W A:L S ^ a W - �1L ' z 3- °f \ PER PLAN !� A 5 :R' - t T _ FOOT NG SEE iE' ..LRJR : JD \ • � I y 4 ® / 1 { S FR = NG + �E I` F� ':a CT- M ' CD ` �^ 7 1 EE D v 5-�� _ ' e I ,, I 4 !. SLAB ; G TG A16 �..D__'2 Stoop F P - [ CONCRF c 5 '-' .CALL 6' 11,:_ E \- '2'x'2'x6' I �' • BEA'" °E2 �I GONG ` FOOT'NG SEE DETAILS FOR ^ Ar`:�: • • -- A?°Rox &RAi= ! pi c- ocR °_AN } SE= V. .i-. I I I I — � { ) (tZ °ER °_aN —, 1 Y .--� t - 3 I �-E S_;..B :rr c-F_^F c 4• ,� . � ccNC s�4AL_ BL T•. � T - - ^ - - - - - 1 - - - - ` 1 1 S �c 4C ic E' _ 5... u / 6x6. <x < .. U 111=1:111 _ i -I' II I — I 11 =1 1 - _ v 1 i ( c a • .sR..h„.. -R - SLOPE 2' -G 7 ✓! .K C - e m 1 I !! j PRCV • D'_ -- C. -. E Dr.� AT DC.0 t — I ° 1 ` _ i—__ . �; SEE _,•v '. i1i , I► I — III _ — =I I i 11= — �j _ III —I i _;• ;s- G ( FP _ 4 1 366 .6•r8• , 866; NG SO .D SUBSTRA VI OO -1 I i_=1 III = i i / ,�.5 { l III iiiEvn OF r'ORG- rDh. �tiA _� T W /( ' 4 SAR _ C- —I e D e 9. "S-4F "S-4F -- **4 1 = I — — . _ • — ; I " 1 i _ I° • 9 �_ . _ k.. l _ c J SEE FZ 27.%"v SHEET' S= =_ C 4LGLiiAT!OR B =_o:. Cr I I — I i I 'c� ! I C�c! °_c : AL 2 x OR 3ry Q 4) E 1 =11 1=1 II I I I J III H I - 1 I -i - -S ALL SE E 4i 4x10 BEAT-, Y -4E L NE. E .� - _ R �_ ,�ICJ w —, I —I I' I � I— I _' I SEE i. v o 5-1E^ `� - `^'\ C _.:2i+Iv - FROM I �, J I ( (_ °- • ) CONCI TE AT EN= OF BE- 1 N U S ON SOLO 4 POST ` 4 r 8 ' / 8' { ,- j 4' - .� 4' - I' /` I 4 5 -2' �, 5 - 4 -0' 5' -2' i4 ' P R ) _ ® - B E :� .,. - 2x4 ON 90' =c_ . '...)N " " - =0C -"VCs v l I - - r _ 4N.C. �2CVVE. 4x6 POST o 73E , SP_ C>= F I � 1 �.� - � .r.� � - ��. ° e 8� i - - - __ - - - a 1 NECTION FRROI PO 1 c I PCS'T vE CON ET - C. _CC "NIG_ CI) Z G7 1) 3/4.1..o . - o I . ,, PER =T. '_ _ D 6 5 =ET �, -- F c i -- r - - I _ � = -- - - - - t - - - -' �Y' I I r - , 6 M!_ BACK POL"E'I-I�'LENE GROUND CCvER Q T I I l . I 1 a _ - I t I . 1 I l Q C\ GRAD I � p _ a -i _ 5P ^ ON � I i I ti . -- � __ _�- - _ I - -5 �I — _ _ .Iv S E A-• _ S 6 FP S EA 5T_*" .iA__ i I -- - _ 5 F - 15 I r ` c -EC'R CAS SE V C� L _ Ti , ® - � - _ - - = . - -I.-- --j- - � 4 - - - - - i i '�RCV DE ( : : /2' SC-EDUCE 80 PVC CT I 2'- <' S'.21/4' 2-16-'- ' Lf_ . - v \ I �-_ F f - P '� - FP ` t r - - - - - - - 2 _ CONDU7 .') 5/ 'x2 �L GAL D ROD O I ! FOR ELECTRICAL = sRO;.ND'NG. U , . O D I I I FP -�f FF'�8 ! i,,, I SEE D'V. ib AND ✓ERiF� w/ SITE CO�i] •TONS E-4 U 8 €i- -� - -• •— - \ AI FP -'I, BLG OUT IV STE?`� W AL L FOR DOORS y " _ � - — _ _ _ ( • uvaC. ETC. =S REG2UIRED r J Y I" D r - E - - - r ' 1 v 0 cp -1 2 ) 1 8'x24' CRAM,_ SPACE ACCESS. INSULATE_ AND _Z I _ =E' 22 f y .X �R: t "� � -� WEATHER S'R'P. SEE D'v. 0'002.2 S I- m 1t_ . fi 4 _5 i+1 _ in i �FP 1 3 � PRESSURE BLOCKING OF SA fE 5 S Q CO - . - . I 1 _ 2.4 0 ( � '� -�_ _� I L_ A �F,_; 24 4 -,' 1AT > N SCLL5R T.1rE +- l;li (2 BAR EAG«+ UATINL O O R '2'X ? ' S 5 ° =00 '!NCs ! 5 -2' '' -8' =1 I v PER D =TAIL ib/D i — I 2 0 ' I I X / – - N - F�'g rF> - 30' X30'x7' MAT FOOTING ON UBS' 'E I W/ (2 4 BAR EAC+ -1 WA OR 5'X STR FG ^ INCs 1 y� T 2X�+ ? URiNG YVALL =10.T. ....--f... r J • . a ;� / � ( PER • DETAIL 16iD1. CTS _• I —� ■ 1 —III I A\-- ti- - - - - -L - - - -- - - - — - F T 36'x36'X12' MAT =00T ING ON SOLD SUBSTRA FP'fi - - - - — CP 16i W /(2 •aESAR EACHWAY • -_ 11 1 I I � 111 1 I 1 — I 1 -1 ..• 1 C 1 - • 111 -111 -1 11 — ) I 1 -1 I I _ I [Fi° 'T & UB STEEL 12 ' INTO SLAB f2°oc CO _ 2 ' -0 ' 10 -0' 10' -0' '' 4 5' - 6' S'_ 5';1' ,' T • I � II _ J I _ _ -____ ..__ -_-_ - __ _ __- -___ -_ .. -_____ __ ____ -_ __- __.- ..__ mo _ - __ a ` -� , — J SEE 6 SHEET A - ! Mry-� CO ( — II —III =111 — I 11 I I j I \ a I D1 , A C� I o J 4x8 BE.: ^ _.NE SOL D BLOCKING= BETWEEN —FLOOR FRAMING 12 t i�+ ^'R St °POR' SEE D'' ✓'Si0!. CP■©E SHEET 2,1 � c.... -- III — III III — I 1 — PER °LAN I ® j S Crawl S C I �P_2� PRO SOLID BLOCK'NCs THRU JOTS? 1 .16.0 LL _ 1 PRO V DE SAME ARE OF BEAT-1 () _ . F ._ _ F'POF AS ABOVE AND BELOW - 07 —1 — — 1! 1 I. (FP - l� CP I 1 1 m SU - -F - RE NFORGEMENT p SEE D V. 6 SHEET 4-' III —III _ 11— II —I / (RE - BAR) PER °_AN Garage • y j III — III —III III- CONC. I 2' 0' Ff' -.J 1`11N. ' C 9 Cn N ii ^ J A EN F E * IS _ ` (C$ r � `'EXTEN C sR ADE - 111 — II — 11 -1 I ,i : { ��� 1► �' S' 6' S'- __ 5 FP C.) � C � = III — II —III —II e - �. t ( N _ i I -STEI I P P - J 3' CIAMETER STEEL POST D CO COST PER AN III — I I 1= — i I I > _ - - - WALL c FP -24 ! EDGE [ GONG In I — III — III I I I , I I III III—, , , i N a� - - -� SYMBOLS & 1 -1 I H I 1 - - 1 1 - 11 I -111 i 11=' I ' P i - - - - - - - — - - 4� �' 111 = 1 11 = 111 = 111 111 = 111 - 111_-1 I I, 11 I 11 I s -NE° � �' I I I I — III — III — I i I III — i I I — { 11 I I FP-10 � Porch A GP J O ,� POINT LOAD =ROT'. Argo' 1 1 1 -1 1 I -1 1 1 -1 1 1 -1 i 1-1 I CONC. ; gam .<-N I I 1 0 Q POINT _CAD FROM ABOVE W/ LOADING r r r I ; I ` ,, , ,., NI POINT LOAD TRANSFERING DOWN . . ( � , FU R I NG 'WALL �, ) j I \ - - - - r ,��, ©'l . POINT GOAD TRANSFERING DOWN W/ LOADING 3/4 " =1'- " - [,=P =z 1 J ; ; A - \ 2 g , • ` � O : F. I) i! 1rJ,t -, �-- r � HANGER _ FP -.�e ' , *B NO. 9902021 , / [� POINT LOAD TRANSFERED B KICKER v I Qi / � It ' L /. \ J 4t 8', �} 2 - I 16_73' i' I(d L b' l' I 2' -11' 6 '' HOLD DOWN WITH SIZE DESIGNATION / 20 0' --/ 70'_0. _ / -ZT TO VERTICAL BE USED ON FLOOR BELOW gIGNATION I 40' 0 , R TU ED / CITY OF TuKwn A STxx SHEET - - - — HORIZONTAL STRAP WITH SIZE DESIGNATION JUN 1 0 ? 002 INDICATES BEAM CALCULATION WITH FOUNDATI0NIMAIN FLOOR FRAMING PLAN PERMIT CENTE, I INDEXED NUMBER A 2 ,I, &ale I/4'.1' -0' 4 - - -'- :.. WALL ABOVE 4-- ' '''I .,ALL BELOW NOTE: UNLESS OTI.4ERW SE NOTED ENGINEER'NG AND CALCULAT'OMS ARE NOT PROVIDED IN 'HESE DRAWINGS. :bc 21ss GLAZING CALCULATION SYMBOLS AND LEGEND GENERAL PLAN NOTES--- - ."- /EN' -0 OLTSIDE r'EC 4.4, --s„ s PL'rESN AND E-EGTR CA_ TOTAL SF OF ROME 2360 SF ..9 a O R=^ CONNECTED _s.: wQC,crs _= � 50 srsT>Q" T5 QER . �. IS* 5E= ; • ,a 1 =.''� 5. -;;OR :.� r NO-1<5 _ 1 TOTAL SF OF -<.-� 4 " .:..c 2 h - 5 -- ( GLAZING 293.21 SF -11,1 O E -.OUSE =AN tole *+K V TOO I t .1 au= 2. - AC _ 12 ...: IL' Y **OR' • • :T O. c.o +MOi E HC USE E:x...;..6T Far. o 'E- _ .» TOTAL S OF A 24 wOt - ..ER - m0 Gam' .,� /TO a PR M ::*Se Ov1DE 6' D ETER *5+: A \TA�[E 0k - 3. SEE 0.- LONG E_EvAT =OR L.*T,O., GLAZING 1 - 2.4 5 a.--5IDE -C RET4RN AIR P_?*J" Fu- .•a. CE R;. - :ON 5F= D v 8 S-CET A- f% fl T►€tR`r'"OSTAT s 50• AeovE FLOOR " -- .OTOR. MEC FLOW DA' -+PIERS 7/ 15. PRO AIDE '.ER""..+,L EXPAP TANK. ...T .UATE 4 SEE - YP .4L r' s'ER. =. S ST O. SEC'!Ow 5F. 5 GALC:.L 4TED ;i5'►VCa ' REQ.-REP 5E' :. tl®v 81~OKE ' DETECTOR R ,:BC ;-EA rr EE FOR"- \ ' .4446►+*jGT'Pr 5'4.Tc ?= *cR CODE , w1T1.1 SA -TER" SIC.K.,P N'- ER'..O'�IvEC - EC C. 5'R.:.P ;uA'ER -EATER 'C FRAI' INN 'OP 4, 4 .c 1RPFE1F O ADC:T104AL DOCJIEti ..:T O TO 5 �t E'.C'./cF'c �* T =OR �� \Ci �S :.V^✓ SUF°OR "'E •-ODOLOG�' OF 1 DERF R' "ANC£ SOT PER .°G 5-'G 6 085 G SEG. 30 3 a REQ. ' 'E'r'S CONCERN VG ' EG.. �Jv :CAE ! I I C'' _'-^ �' E ' = N D PROvDE P1 cEL EC LINE PL•1"'J'.Cs. AN.: E:LECT,R:C:` I 1A C:R ..�R .rte.- Cf .SE P_., --- SEC C 0.. CE I ' I I FLOOR PLAN KEY NOTES I I OGG;IPANGY SEPAR.:--ON: 9 I' I Patio (��_ A P P _, ,.' _:.`ER 5 S' 'X 3...s .L_ n .- , GONG. LA-LS AND CE _ NGS OF GARAGE 5 DE =R0*-* �' 1 40 -O' ' =0INC . - ID\ -0 S+:E. .»±.,c ,.. - ,4.1‘.0 •- z X 8=.: 5. -1..=.."-•" (2) LAYERS - C - R. ANC t , ! �' -0' X 5 -. 9 5_9' 1 - F� ,O' S - - ' '�` 4' SEE v 0'002 5 S-•�EE A -' f r _a �- 3 •.,'\_ C co 1 C SC- O ..: OR ..:'T- SELF G_OSER. Cn , E I J I -O BE -'!s- _'" NG SEE v 0 5-EE .4- • i 1 Iw A t-i ' a , S'A R ..55 - -7 _" NO PER .:Br.• SECT ON 3 a 6 r. d, - - - - -- 6 1 --- ----- ( P - AND DE - AL f:-.2 j ?' B!6 ESN Stoop A. ,:.,_..„-....,.c.. F:. - -R.. -- . 6 -e' --'- ; -0'- r B. ' O' "fit` ..EDT R'SER 8 ' .:.r - . / - womir ' 1 8050 16 GONG. i C LL rN^.R _ "'IN 3.4.' - 0 ''''. 38' -:.S v?= '075 5GC ' 3 6 4 5' 1"Ax. CRC55 SEC ON MIENS ON ANC 1 I/2 r ..a a1 • = w - .:v -:.• - S., -- -mr*.ar . . ..- - • , - \ \ - -. e _\ C = -re NOSING =R.^." .}. _ ".lR�`i RA'_ -:Nr J. I- • J P - - ; - o j o I L - - -1 1 ...AO 3C - ""2. , " AND . -.CEN . CC I DU, L_ _ J E. C.O✓ER ,:B_E SP-CLE ..ND =c F - ..: R 5 3 ■ v I K TYPE 'x' 2. -a"ERS °- _4E1L'NG .:.R =-:S. 1 K a 1 E F NTER"'EC 4.TE SAL:38 - ERS S --.:LL BE SP ;__^ 1 - 4, 0,....1 A UU/ LESS ..^_N 4 ` SE" EE\ 54.-t:5'ERS. C Kitchen �z G S EE V ,z-� 5_�_ imee u_ Nook VIN,;_ OW r . SAFE .sL.,_NG PER -OS SECTION 2406 _ F am i ly �_ - ` viN "� ^ &I? 010 *� �P - ,�,NDO ..IN IR cr - ._ooR • x - CARPE' ( i2 ,: \ 3 _. e. , ,.4 . -,I\ :. 2 -,' .:RC OF DOOES O 7 P -l8 m - - �' C. UINDOtJS AT T'436 .ANC SHOWERS ' - , - I . !s _4ZING 'N 00012E I n- 1 `. w'T \� 5 OF - 0P CR BO - - O"^ -5 A RS Lu ::a ' SEE C'v. 08800 -IEEE _ - _ l -O. - ? ! ./2' 6 51x1' i cy ' ! � _ t >� EGRESS. _N.JO; °ER -BC, SECT 3104 N X I e 10 -D j , 6' Y d _� l ) SE'= Ci'✓ x8622 S�+EE' O w ..3.�.;�_�. I P -6 - R-) _ StvGES N. _ B . \ I :=.R.=.&E - O SE 2' - ^'N, ABOVE TQF 0. SLAB. tu SEE . .5 5-IEE' t O c -- z co 2x6 WALL ° - ?2 \ LI _ "".° .-".1 "'- '1 - <'sr- :c..- :., ,. p C' 4 W P � B � �` r____ GO`JEi2 5 AC... ;CBS - :.Vi:. G .,„------..\\ _ - " - _� � � > �4- t: SI iOWER� i r \O A RSA' M. 'ERA .L ` �� -�,- ' C) 51.) Pw Pantry r SEE D: A TO B� VE ��� \ N = -s. a o v. 05'250 0 :5-,EE' ' w ! i /\ ✓IN Y' \\ VIN ._ i n �_ _ x 11 / \ , ! c" � - � ` r2 • : _A ERS OF =_O S- 1 EAT�IrG OvER l f�__� W mil` D �! 4, / P -S i FRar -INC ( C� ti! P -8 i o L._1 J Mi - P- 2 Er ! l Ut ility �'`R.'", - S mrA- 1 8' "AX. RI51 =R -; 10 ...- RUN •F "?ORE L r a VINYL °'12 1 H 2 .cb aLL f F TuAN (3) R.SER° \DR:.'L^U RE^. PER O g K `� P -6 P P_ / I I U vTOS I 9 USG, SECTION ''006 S -4E:E- _ GARDE t P 2 I _- 2 L 5 3 i /2 2'- 3 ' -9' X 2' -8 ! H P - 18'x24' CRAWL SPACE ACCESS. iNSULAT� AND O t--- r LIP l WEATHER STRIP SEE Div. 010022 54-CE ' x 1 W -.. S. Ao�1rvS'NtAtSiaGs1n :t L. :"'B?A4a- �� t I 0 `i - ' `^ 4 -NOTE: I I I UI SPACE ACCESS l:/ 3ra' i+?=.aD v/ F GRACE NECE55ITATESi �P 18, I I ". , 9 P- !! 22'30' ATTIC 5 CLEARANCE. NSULATE AND LE4T1 -ER 5 - RiF Z G A R A C s E T O DCROP . Q A a : UP ` ✓'4 a ' SEE D ✓. 01002) SHEET .: STARS STAIRS OUTSIDE PER ' 1 E5 P -3 1 F• ' 1 P43 I I 15R \ --1 F LOOR - 4TE�2 .�. BREAK LIN il ° ;5 Dining I II L a La 13 WALL LINE ABOVE .) � �i i GARDE- Q r 4 , •\ \ : I 8 ` n -4I ( F_!4 WALL L'NE B_LOG , a MBL" NOTES: Y F_t j / p - FIREPLACE SSE .= CIREC vE*T FIREPL+CES INSTAL_ CO i - . rr.•c �r�++; -: - .r - s:t - : > . g PER `Pa SPEC'✓=ICAEONS 5« --.LL CT) D I 0 ?002 BG 5 REQU!REI IENTS. 1-0 1 I S 5 ZERO = - iRANC =•RE °LACES Si✓A__ • 'q' e CONFCRI"' TC ..+5C REQuiRE"'1ENTS. CO \,j I in SEED 01 002.8 SHEET -! N- �` �I g I ` - . C. I - EAR �SHJ.LL CONFOR^' - 0 USG • O 1 z REQ., REMENT. CD N �I I 3' l I/2' 4' -9' l'--1)/2' 3 SEE : 'Iv 010028 AND _ SHEET A-: / iA D. FIRES - OP OPENINGS - ;ROuNC PENETR.�•" ONS w (5) .'!j 1 AT. EACH FLOOR PER JMC. CO C _ - ` s c, Living I. ( -_ SEE SITE ALAN FOR EXTENT OF wA_K5 0 !L CARPE I t P-16 AND DRIVEWAYS lE l m P [ l -12 1 i (( P - 3' DIAMETER STEEL POST Q) = I) c l__ -_.J O Garage N - 36' Gu.��e,: L PER .SG 509 e....,,,„ N F ! CONC Entry � P -18 J A. AT STAIRS SLOPES 4T 36' ( " E . - , al CO r: P -1 TILE ABOVE STAIR NOSIN ,r % .- > 11 c` - V ' B ' YEN =012 MECHANICAL. n ? g ? 30 �P I '-EE Div 5 SHEET DES PER :BC = > D CO i ` P 4 I _ PLaNT SI»ELF �3 L 20 ` ; r -- - -- ,, - - m WALL LINE ABOVE r �Y�x. .w h, w: .•a.i'Ai: -S ti.l.�5d °`- U._2 _ UPPER AND LO LINEN CABINETS I f+a I 6050 I _ �� : L - --- �P-22 SOFFIT AAA Q ' --Covered Porch __ Q d �' P -23, INT EGR AT ED M AIGE UP AIR CONC r. ii6 A 9 - 0 P -24 i 2x6 STUDS W/ R-'9 !NSUL=+T1 PIN; F 2 X i 4 -' ' ' 8'_2' 1 -2 !/2 t , v ' .4 ! I I_ _Et d: a D 23 4 1 , 0 2 16010 OVHD DOOR t _ I �r. J \ \ °" _ ! .. w fal z � - -" TITLE ,- Sri,: , ei *\ 7 _..I SQUARE FOOTAGE NO : 9902421 . ' RECEIVED -� CITY Of TUKWIt A MAIN FLOOR 1208 SF i' -10 1 ' 16 1' -i0 1 6' -1' 1 -0' 11' -11' 0' JUN 1 0 2002 UPPER FLOOR 1152 SF -- 2 -0 ' 20'-0 PERMIT CENTER . / 4/ -- - 1 TOTAL 2360 SF 40_0' / -- SHEET GARAGE 532 SF M AIN FLOOR PLAN DECK L ,S 223 SF SQUARE MEASURED TO THE A3 1 -___ - OUTSIDE FACE OF WALLS. STAIRS ARE Scale 1 /4 -0 COUNTED ONCE IN CALCULATONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS 1.1) b ....L., _ ....,. I. • I • I 4 , ! GENERAL FRAMING NOTES 1 _______ _ _ 471 l SEE G. 4ER S-IEE' FOR A•.:. NOTES A'� . _ IW a.. �v"'E'r'TS '� 2 SEE - ;_ "':.TER._S _'ST ON SECTION 5.4EE' �' 1 3. SEE , , GFy€ET =0R - ''ES :.n:. i__ - wQ.. R-- - LENTS GOti,GERN QCs "EC.iANCAL. _ pL...." B'NG� A' ELEG'RG.",. ^ 4 R..�J.7' �5«♦ �r.Y" .�'•',_4:^. 5 =LAN r� S •40t., '5 FOR G=NER:._ _%iYOI.T OI•`' SEE /- 600 S.-EE" A - I - TR-S5 LOA;. VG SEE D ✓ 0000 - 5.'EE .- -. TRUSS SPAN PER =_O R ANS ' I ( 1 - - _RJSS -.-PE PER R C =RA PLAN 5 ROOF FR.: '•WCs 5+'.-G*!_s 24' oc- ..ri.0 6 ROC. a - - =X ER.OR °ER = vo.TiON INTER C. PER SEC' ON I IRA- ' _ 2x4 '/ =" 1 e.. ROOF TAIL AND RAGE OVERHANG PER ROOF pL Alt I I Pfcc ✓' ^ ✓E ' •, TR'''••' =_R S'JC. P 'C - -0' SPAN AND :2) TR'• -SR 5'..D5 OVER 4 - E' JA * V SEE D IV. 04200 5 ..EE -1- ~ ~ FRAMING PLAN KEYNOTES j ij , A I / - ( BACK �.:.�" �,G AND' SoFF ' .4..-'.. AS � � � , 6 � I I I 5'AR' SEA v S-+EE FRAMINCs -E ' RAKED PCN"'' wAL._ ON 'OP .:)= _O,;.ER':2C/OF F -2 r; • ' RS SL1PF "NCs UPPER F - is x 12' 24F- ✓4 GL B I 3 /F3' x GLB ROOF .RA LNG "- E U x': _ 3_ ......,:.z..rt:...- .� . - -- — —i —• —.-- - - - .? ..-.. ..--, 4-- -- .�I- �I -- Lent- -- aa:airdkAi iwr- -I-- -.--p' - .. c'�v' • H r. 1 -3" A_ G. EDGE OF AC'S w!'h =ACE OF W.:_- 1 :.L.Cz\ !v5■D': -ACE OF SEA"' W, F CJTSIDE O 1 I �F 4 .-ACE O` ..A�L L. 2 A T ' J Sr BOTTOI OF B VE1N . / $r'T • : J F "� JCIS . VD T OF' OF SE- EXT c J° 4BO VE C" OF §= u ./C--S �/ �y U ii • Q • l F -� 7,_°7,_7., i - a NO 'OF' .._:.�. ~ G.' ... ✓.,::GE`v' cr 111 J • !! en 67, , FR,- ?LNG "'E 1 3ERS '\ - O 3E :*^ =OR ADEQUATE SUPPORT. CC t r l 4 - TIC S °4C. VENVT 0 r ! t I _ Q a. dJ -T it : �.. _ SEE D V 0:0e2 S++EE ----- -' U' - x -� FLOOR ..0,5' - SE= 5C »ED::LE O _ PROVIDE (I 2x • •'.I:3x .- � -8 I � U e E. SOLJID BLO :Kit: , I , - m L - - -- - SEc D v. '061 5 -�EE - A E. W4L_ AE E as.' ^ x � r _ _ ,c s ( _ -'' -' SEE E -_ Ev G�O!v5 ANC SEC':ON =0R _ s y Y r ' l PvSSJR` 8_OCKING- W O 1.1---- — SEE D:V. 06' SLJEE . - ° Z I 1 SEA ?LNG ALL ��C� F' ,,e.,a._ - .s --e3-- .' €�.- s. ' ` ,, -l` . , - . - _ :'' -° (� _ 1 FLL:SH - BCr'^"^ OF BE-.1 E ✓EN ,:s BC' < 0 Z I Y `�I f 1 1 OF C'S`5 I "` Q , , TO° ✓` e.E,x _JS-- ... - OP OF Joie AND BEAT it `n _ I I 1 . ( F - 12 ; Ex \DS DOWN B__f....;015 n - OP O~ BE4` 5' BE_OL.: - OG OF .JC'S- 'O AL_OW FOR ? VAC OVER Bt=u AND BEAD 1 Sur k iiJR DODOWN . i 6 CV? F4 hG 24' OG Ov' FOR �vAC l / r IH F-14 PR DE 2x6 p / ! 4X' -4DR /1 l 1 S TRONGACK FJL'NS .ND 2x KICKE} j 6-0' oc 'C TUSSES BEL. L \ `' [ --- c - 15 2X6 CEILING OISTS ®2.4' CG CO n, I ' i I - Z O -C — : a ; y� L J t_• 1; Y I l''''' / . E; 1 1,11 e II-7/8' TJI --• 250'5 9 12'oc f t] 1 l 1 CO yl TIONO(TRJSSES - ' Y i - row, � CO �� i w __ _ E _ x O CO i ' RECEIVED �� 1--- N r b� CITY OF TUKVV,LA 11 %.... — (J) ti _ r (O CO s, x __ JUN 1 0 2002 `° LO _ PE RMIT CEPJTER 0 _. 04 4. -._4 , 1. I J o y' r � _� L .. , 1 Q - > ..,,, Ip - T1 • O FF5ETIRPEfETRG$ J - JL JL �_ _ — a - - -- t. A m n • i SYMBOLS & LEGEND q I !I. START POIN _OA FROM : 1 4 I COMMON USS a 24' oz. FRAMING HEE ' g<( ' li FRO - ' W, LOADING I `1. ® POINT I. TRANSFERING DOWN I = ry I� P� ,I - Q POINT LOAD TRANSFERING DOWN W/ LOADING: 2x12 pF. '1 I 4 4 01 G ABLE END TRUSS 1 `— 3- 1/2x11 -I/4 LSL. HANG FROM 4x12 • r- HANGER 7 / NOTE CAN USE A II-1/8 DEEP ! '\� )i3 N0.: 9902421 BEA DOW AND CUT DO TO II -1/4 i • (� POINT LOAD TRANSFEREC BY KICKER _ 1: 2 " g' L/. ti O (Dc. 7. �a . Q HOLD DOWN WITH SIZE DESIGNATION te r N'' r ti ^ - ' °U/ v VERTICAL STRAP WITH SIZE DESIGNATION ' ~ z TO BE USED ON FLOOR BELOW SHEET ~ STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION l✓ IND Ep NUMBER M CALCULATION WITH UPPER FLOOR/LOWER ROOF FRAMING PLAN -- WALL ABOVE V- = JJALJ_ BELOW bcaw I /4'.I' -O' - _. NOTE, UNLESS OT NOTED, ENGINEEIFI AND CALCULATIONS ARE NOT PROVIDED IN'HESE DRAWINGS. '1 1) (*) 4 2 . 7** 0 1 55 1 ' ,40E \ S 30. Y ,.:4, M :r: B ;, OLS se.... A ., N ‘), D LEGEND GENERAL PLAN NOTES ,----. ... — i r - - , P FAN- D WS' ye(' - 0 n.. Pec-.4.4. ...:- ..LurfeiNa -vvvE.E.C SAL i -5,4'.4.--,C1.1S/LAJNDR- 5C . 9"0 '`‘IN. S'YS'E'"" FOR .,1.411 PER D"V. 15-Vb SEE SollEE' Al ! SEE CO,ER 5.- FOR ALL. GENERAL NOTES .4_ 0 Ow*- a.m. JJ),C .2... .4..0....E FAN 1 ,0C CFM MPN, VTOS -- i -1 ' 7 -: I I RJR°. C) 2 0.- AND ,F,JR LI...L. _Mr P.F04 •, i_tt? 4,440LE .404-SE Ex....4...6' FAN CONNECTED A 24 .-CuR - .-11ER - IOC CP" - ilk 1-0 A PQ Si ,'DE E 6 0 ' DIAP-STER FRES. A Q N'AKE FIE.-1.-4 3. :; - _: ELEvAT ON 13.4""D ' RE A°R Q ....7 Ri.z.,,AcE OFERA ON SEE C 5. V 9 4U A- - ne :_._ fI sce , AT • se• AzcvE FLoocz ...:!- - "-"c. - OR:ZED F. L0 .., DAMPE B. 1 = 4 .RCE - --IER. - '4,_ Ex...ANS:0N 'Am< ..!,T 4.:),-,'ER 4. SEE "*" mA -A!. Litr SECT '..• 110v SMOKE DE'ECTOR PER ...EC -.E.1,•=1Q._ 5.-€F." JITi4 s,:.--ER". SLOK„... .NrERCONNEC C. 5 LATER -ELL'ER - 0 FRA .:,- 7 ..:....= 5 SEE CO .. 5-r.. FOR ...-_ 50" PER ...PC SEC 64,85 I -.'C SEC 303.4 4 0k 11 W - EN - "'3 r_1*.O.CERN NG •••SC.4.AN CA-, ' 1 I 1 , ID PRO./ DE PRESSul 1;__IE LINE ......LrieNzi -1 ELECTR CAL . 1 . :4 --0A --- ER - 0 ...*-<:_ E -0.J5E 05 FAN 1 "- - ,.." F_ ll I FLOOR PLAN KEY NOTES . - 6 I sg- • (11 -') c-cc.,o.‘ SEPLRA J A.F.=•LY :', LAYER '3 "`"PE_ 'x' Ci...,B. 'TO ..,._._ 17---. 0 • 4--, ._ . ,.. 1.:ALLS AND CBI_ NG5 OF GARLG-- 5 'OE ;E'-'''J'-' W' Y -C . F.2 5- ,re....:. , ...'")5 -' .4c' / / ISELI'S. .._ '2 _LyERE, C 5-ES ANL, i Lu I E'-4' 14'-r T., F_OOR ..0 5 _ _ i I / / S D•v 0'022 _5 54-EE A-1 8 -5 '2' 6 -e '-.:(' cc .: , I I / r.„ ..,-- 1 1 3,.8.' - N. 5C- D co f COOR - 7- 5E... S_05ER ------ 1.. ' - ` - ___.1 TO SE - G- 7 F' SEE Dv 0'0025 S ..- ' 1 , T A ( F - 3 SANITtRA1:58TI,E3-- NC °ER .,5C SECT.ON :003 ' ci ‘4 i I ! I r - , S ' '0' "'.'N_ DE= RSE R. 8' '-.X -,-. i C. -■.-t.Nr.. _ -- "N 34• - 0 ---'',•• 38• ABOVFL •■■...... : ROOF LiNE BELOW -------1 -1 1.4. - :', NOS:NG. .-4LN.: _ • 72. , --,N,. -,,_^, 2. (..:'-- • '050 I '-'Ax. ..- SEC D AN '72' W \ r .i.,4‘.._._ :..1.NE SE - t'le :•_, ,-,-4.51.: ,11iXt,a1=5, - I \ \ \ 7 9 \ 0_EAR 7 -• ..,.2. ' R-'-'_ END3 ;- ,--- t D. 'N5 ''R'.:. 5_00ING. A .5. "0= 0 ( P-5 1 .• E t li i .4;11 '' 'x' s-..e.... 2; _A .. L'''-1.5. F. INTSR 4. 5.4,....57 5-L- BE 1 I- ) .91 :-/ :ESS - -AN 4' BE BALu.STE SE V -EE R3 irinii 0 E D: 0 5 L- lalma Bdrm #3 Q ( p .. 4 :i eAFE C...... NG PER .,19C SEC 2406 CC - .6. u.NDOLIJE, --,.. =i_00(R u - i:I. c.'3,4RPE, 1, - 9 , 5 . = 24 ARC O C 5 Bonus N:- F D0R CL / .) C. ,,J,NDO.,....6 A -1 ..,E).5 AND 5■-.01....ERE 1 ? 'Opt Bdrm #4 r - t r — F - - I n s s 1 '2, ! . s N DCORE- E....,• .e.---.:.R-E-_5 til) ;. i C-4,R=E-7 , r bl F. 4,7- \ 5 TO= OR BOTTO'' ...P st:-.:Re (7 '5EF_ 7, V. 0880C 5-EE L-' ,• ho-e 4 -7' 6'74 3 la / ' l'- • i ;‘, ;-5, r :rf C.5 i , L P _ -: ECir55 =--BC ON 310 4 c) e4 x 5 - 0 9' 5'-0 . 50 BP LJ f / di — ____ _ _____._• __ . , k i r iCiN -- ERS =OR G.L.3 ==, - LNCES N - .. ' , -1' 11 , — 41 2 ' , , , ' .1 --- --- 45 - - SEE v IS S.EE CI:1Z U) ! ! i a, . 1 , I) i •S` 4:3,, i'v , , . 5,..4 C0 oujE vER ,R - 5 4.1_ , ,_ 7 ! \ ..,1_ Ci. t. -11 41' [ P- 1 4i t _/, t____ 10,....,...,,,,-„,,,,-,, __.- ,,, • . . ''.1,--- i . \,, c) .„, 1 c) . , , ,,,,, , „.„.._2 If' 8'-4' '=. 1 i :-: / \ ' 1 ::--, ,.- s i( SD \ -- t9! I . (,-,,, 1 2t5 : >- .4.1; \ ,,,, .,, T 5'4LR UF Bath z."- -- i --- r- , -, , 1 ii) • rn +.., 1 [ • i Bdrm #2 . . UBC, sEc. c.;\ . 006 5■7EE ..).- \ 7 "-' :7 : 4,• vs ,_J__ 1 ' - - i.- .. - - , , CARPE-- i l, __ r7„.17;---- IS'x24' GRA,- 5=ACE ACCESS. 1NSuLATE AND .. 17, rfft...40 - •- 7 i . 1[4 , TO-I 0 LI _, iLEA 57RP SEE D V. 010022 5i-IEET A- ..: 1 ..-1 \ / i I I .; 4 FR-5- l 1 '''' 2 . la ! 1 22 P-11 j CLE ANC , '),30' 47" SPACE ACCESS ',Li 30' -.EA D (3 69 ' z 1 ! i i l -..--. 7 61 %-) z-. i , ,I , u., - z i. v -3' 6'-3 1,-2' , d 6 , 4RE. NSUL 4',E AND WEATI-4ER STRIP' . SEE v SHEE D' 0 :_ -- A-• ..- 1 , . , 1 ( F-4 ) 1 ' 1 -,' inl -4, i" R ' RIN d) - ; i LP-12j FLOC BEAK LE [ P- 3 I (°‘• , ›- i /., __., 'T ',' i I i i I Sp. a -. ■ c I 5 BF 1 :-..- fa ri r ) I ___, , = - . , in 1 L P-18 1 _ iii i ..............„ , ‘ 7 -1- , . . .r 1 c r . • - Hall Q1 el R.5 i L7-14 ), WALL L'NE ESEOW ----- : - - / FIREP_ACE A55E NO °-.' ..1- ODN. 15R CAE R45 1 In F._,5 CO It (-- )I CT , A. DRECT vENT FIREPLACES i INSTAL.- z ---' i■li , . \ 1 . ,... FP-If-4-7 , .,, i*,,,,...,,....,-........,..,,,,,,,,,-...,,,.i * PER - Ir-G 5=ECFC.-1 5i4ALL ..„ \ \ \- - '' 1 I \ ,' : 214' 3-11 1/2 , , _ _.,..----do - CON FO Rm TO ..45C REQUIREMENTS. LO -...: - .(.. 1 6) ' I : SEE Dv. 01002.3 54-4EE" 1-• 1 -cl-1 411 B. ZERC CLEARANCE FRE=ACES 54-AL. 71 ''?1 'i i i 1 , CONFORm 'C ...ABC REQUIREMENTS. C.0 in 1 COI W. I .C. SEE :.,"'v 0002.8 54-IEET A-' r* .:' , . • _ .. ' CARPET \ C. 1-1E 5+ CONFORr '0 UBC "- 0 In 1 v 0 -' _ .. .. j CM 1 REOu!RE'"ENT 646.1. CD C\J d <?\ J .--- , SEE D. v. 01002B LND c_ SHEET .L-: :D 00 71 ,:-: •, 0 9 i I. i . • .7,. D. FIRE 5 OPENINGS -OL..ND PENETRL (5) x \ > / \ --..-.- 5,40- FLOOR 'ER a CO .1' CO , , ■11.... C , ..-i i '' 05 /‘o4.6\ t SEE 517E_ =LAN POR EXTENT OF ',11.4_1(5 0 7- M. Bdrm. 4, : ...e.A. __ ' , 1 / Si-1102 ' 1 _Il AND DR 'vE1.,:4-s (..) -.: t:i) i . 1_-_.-- ---_ 71, CARPET i \ Z, E._ ! DIAMETER S'EEL POST \ 4'-I0' Z•4 M Bath i .::_-, . 1) i \6, 2 -5' GARDE - 1 I' ( i 36 G..,LRIDRA,.. PER 55C 509 •...., _L__ U) C\1 • . ---, t 2- ,42' HT 4ALF UJALL -9I J SLO=E5 A -,- 36' ,.., ‘4 6' 11 , 1 -r _, A ) ,,, i.. ., N \ , ABOVE 5T "O5 NS. INGS. ri -- = ,_ 19 -1 15' VEN 'OR 7 '" t) - (1) ;s) -.q .0 ______ , , (" OAKG ,--E,032 -- ,; E it o o E 4 2 1 ot,A02 L. .._r) , I I : SIN ES , CLEANCE ALL 5E5 E 9- 1 R,0 PR LJESC k 1 n ) 1 .... P-1 , r-Th I SEE 7.,'!" 15 Si-EET A-I 411141C ,,,. 0 , Fp_ 20 1 PLANT Sr-ELF • .. . . Q .' I L. LA—I .....-..., . \ • \ k + L-. 2 I I UPPER AND, LOWER LINEN CABNETS q) ':-, Y \ 3040 6040 ■,,,,,.. - - ) i)1 I g. 4 1 ( P-4 ! r ,._ 22 -1 SOFFIT AREA Ca. I •.__ .', i'••■■ 0 \ , . 4., -...,...",- _ _ '1 , ____ . 3046 \ F--._ INTEGRA'ED MAKE UP AI \ AR IC:Lcu I _, ,... FP-24 1 2x6 5Tur. Lu/ R-19 'NSL4.,:crION r . \ , 1 i IIC , a4(S: 1 I3' r 1 \ j L L L J 1 1TLE WALL LINE BELOW JUN ...... .J pERmIT cENT 3 NO.. 9902421 5 _ ,, 3' ; 4'-0' ,,, 3'43' 6'-6' 6 / / 9'4 T-8 ' 111\4411.i / Ciri OF l'' • , ) 30' -0' 0 -.1,x, : f•-‘i%,.(, / , 2 SHEET - 0., 2 1 ' • • . , UPPER FLOOR PLAN -- . kale 1/4 A5 . . 1 155 • I I , 4 4 , S F GENERAL FRAMING NOTES 1 SEE . . - .- - -C/ER S.+E;E FOR A4..i c NOTES AND ' J ' �ECZ- NT5 - - 2. SEE 'Ym'C:� ".t'EQ, =_S ._ST ON SEC' ON °wEET T - 3- SEE f►.^ i T .-OR -.__ NO AND 1 ga.. "'EN S. ca c NG 1'^EC+- .'.1+t-c.A.. .*_..r -:.c E EC R.C%.t ~ 4 TR..SS DESGN P"' ....N -F 'R..55 PLAN '' 5440 15 FOR `aEN`ERc L 4- -a7 O•-`' SEE D '. b:00 S.-.EE' --1 - TRUSS _O..^. `NC. SEE ::. v. @'0040 - EE A- i I I - TR.5s 5P_ p' =se =_COR o -.:.1$ � c A. i + - - R.S ---c .ER ROOF _- - -NG ° I 5. 1RC'JF PRA SR', -C *Cs 24' o.c. U.N.0 6 -ROC. c - C -- ExTEROR .ER ELEVATOO j '•FTER OR °ER 7EG' ON R:-_'.'_Tc %I.._ 2,4 /ER."' 5 e ROGF TAIL AND RAKE OVER..-'. .ER ROOF g- A__ - AE.E! .:1 4x 0 DF '2 ...V.O_ 0 , m. E 0 PRO✓'DE 'R' - ' , ER ST..D .P - O 4' -2' S°AN .- > AND 2; TR "- S C. 4 -0' ,:NC ti' t SEE : /. 06 SHEET .. -' IL' I FRAMING PLAN KEYNOTES I m T � T 1 { t A �. 2 (— B rK -^ AND soFF ' .. AS m a I 7 I. E !^� ^ ' R =C '— ___G.., =0R —v—._ D,:C VG. ; ' 0 I SEE -. /15 S,-Ec r i f—C__ -, RA< .0N WA:._ ON TOP OF �C't RO 6 � � ROOF LINE BELOW P FR "tics ="'3rd 51.1=OOR':!Jr2 ,..,==s... 4x12 D= 1 R:'� xcA^'' �s = 6 ER5 W I - - - - - UJA_L LI!� BELOL' _ -mss �.'- - _-3 •._ !sN E: /_-E C - ~ i l ..S_ � .. - , FACE � ...ALL U ALIGN I'k5.7E FACE OF 3E. `^ W - Oi.'S!D= . I 1 - . J FACE OF 'wA:.__ Q F -5 U B 0= M UPSET - B BEA E'/EN 5OT'O'' OF W JCST -»tiD TO. O= SEA " ExT =NDS .F' ABOVE C F -, TOP OF BEAM 5 P._,5.... ' BC - TO"' q a ,.,C. Z.' , T NC TO _4 E. ..V.; t ? •.:s .EMBERS \'O BEAM =0R d Lli AUEGR..:TE SI:P°OR . 4) 0 `p SEE D:v- 0002 SHEET = M ! r ; =_OOR ...0 ST - SEE SC- a=DLLE DWG. N i 5 SEE D V 06'00 sNEE X # ;, '€ - ( F_g SEE E• -E` ✓- "ONS AND SECTIONS FOR w ` P_A «.E s- _ 0 f '- J (`F --,- P E351.URE B_OCKNG �j co .: l SEE D �/. 0 6' 00 5-+EE /�'� 1 __ 0 4 4 • 1 ! ` .:shwa:- ; v , <. t ,s;_ LF-11 FLUS - - BC 01'" OF 5E '' M EVE\ .../ BOTTOM 1•••1 z I -= OF JOISTS Q a ' F F 1 TOP OF BEAT __ 5- . - OP OF .01ST AND BEAM. py 2 C -__ J EXTENDS DOWN BE-Ow .;O!S - 6 _ 3 TOP OF SEA 5' BE_O'i 'OP OF 0!S` `O r ti r F . -. l i .._LOW FOR - v�=.CcvER SEA!'^ AND SEA" BU!"'P5 d i DOWN BELL. J0 S_- - O , 2xe OvERFRA - "ING . 24 OC FROV DE 2,6 U CD %' ( F _ j STRONCsBAGG F'u'NS AND 2x KICKERS LT O • 6'-0' Oc TO TRUSSES BE -Oi., a• a;a _I a 1 R•DGE C F - I 2X6 C EILING JOISTS . 24' OC C3 c 2 ' — ROOF VENT CALCULATION o w m - ' BASED ON 3 2 -1/2' HOLES PER VENT BLOCK N ,--,>7 ' ROOF VENT CALCS BASE ON t= HCSEG'!ON 1505_3 ��> d - '' w TOTAL ROOF AREA 1333 SF/300 .444 SF OF VENT AREA NEQ, lil i 0 r I . i so %. AT EAVE - 2222 SF REQLRE � C'7 azi Y.. _ .a .L.: s ., . x - - i �\ i 5C , s 36' 'MIN: ABC /E E EVE N I v !p -- = 222 5F REQUIRED Liz 0 # I / — ■ I z `�, • l 4 - ROOF JACKS a? 50 C Q. 'ti. E 1Gr = 0 SQ. IN.= 139 S' t - - - - ' „ 62 _ LF. OF EAvE VENTS AT 52 SG.:N./LF= 3224 Q. IN. =224 5F CO ■ S asp.. r O 0 GABLE END VENTS 4T 0 x C U — 5Q. Ni.-.0 5F 0 C\1 1 GABLE END VENTS AT . _ x __ N. -_ — 5F _ - � = Q 'N CC w X p 4 CsABLE END VENTS AT 24 DIA. _ 58 SQ. 'N. =110 ` .4..... Ca — - -- — I c tix >saa Vi '` rOTAL V ENTS °RODED () - � ' - - , i' I ROOF JACKS . SF -0 - C 4 AL : E4VE VENTS = 224 e s4 O GABLE ENU VENTS = 110 O • TOTAL 5F OF VENTS PROV'DED = 4J3 SF S I �� • ARE-: "•'NA`' BE 1/300 IF A vAP ^R RETARDER S NSTALLED ON THE J CD d - P 0 I wARM SIDE OF THE ATTIC NSULAT ON. UBC 1505 3 .? .J CO c. I 1 e I • EFFECTIVE vEN ARE.. aSED ON . 30% REDUCT'CN :...E ;c' `1E5- I N C\J il • I I =1 14 I L '°,' ' '� I - 1 t :�: _�_. AI_ .AL JIL A I~ SYMBOLS &LEGEND I _ cc o~FSET GI.. — - a i POINT LOAC FROM ABOVE 1 c - E I TRUSS • 71' g / , � ! / s 1 1 � f I ( d -) 2 �� POIN` LOAD =ROM ABOVE W/ LOAD'NG LC • �' POINT LOAD TRANSFERING DOWN II a2 _ r - 1 �S� L _I L. i RECEIVED Q °OMT LOAD TRANSFERING DOWN W/ '_OADING _ « - WALL LINE BELOW - - ' CITY OF TUKWIL� 4 / ',. liRE ROOF LINE BELOW , \ �, JUN 1 0 2002 �Q� HANGER PERMIT CENTEF P OINT LOAD TRANSFERED BY KICKER JB NO. : 9902421 4' V Le �, - I I -!OLD DOWN UJIT-1 SIZE DESIGNATION k) fir' '' � \^ ° P VERTICAL STRAP WITH SIZE DESIGNATION ;`•1. ' TO BE USED ON FLOOR BELOW SHEET STxx &c HORIZONTAL STRAP WITH SIZE DESIGNATION -_ 9T- • ;c' -. INDICATES BEAM ( .LCULATION WITH UPPER ROOF FRAMING PLAN I INDEXED NUMBER A6 $CAE 1/4'.I' -0' . .. . ._ ... � WALL. ABOVE 1. - �.4. .,JALL BELOW NOTE , UNLESS OTi-+ERW SE NOTED FNGiNEER AND -- CALCULATIONS ARE NO' PROVIDED N THESE DRAtwINGS 4 1) CI 2 is r w I I I , • ' '4 • -- 24• ±.: -s .e,...E At ' t - 3: � r Q' C.A. GABLE BAD vim(' AO 5 '00. 5C 'GC 1 � a _ L .. _ f 5 `'1 ' T _ , p G " ` t 1 OP ..;.,,AM,_ 1 1 r I f I 1 III I i.um. I y , .rte _ 5i4kt 'R* di - _ _ F - 1 1 ' . ----' - _' - . __ 1--,.- -a_ j,_ .. ;_ , ., m I i, j -- � . I l 1 1 iI 1 I ' 1 ' 1 1 11 1 1 I1 � ,� . � F -- Y,Y..� ` E .. . -"- ; , � R - =_o z _ t \ T j u 7OP FATE 1g-1 ca I : I SIDE ELEVATI 'i1'' 8' •I' -0' I 2 x6 'R! U • Seals V I ii I 1 - -- M I � -I = ' ,, L X I IM 1 ,i io cc a 1 _ o ail rig �, C -- ' J - — I !IAN FLOOR 1 . ! ! 0 9 cc r ACT. _..._ _- G 5:12 G, =.R- . z,,-.r...... -0 CsR .0E! I 0 M Ir.- O (-4 e.) TOP c�_.`E w r— — -- _ — N>✓R -T TYPICAL BUILDING MATERIALS z CD ` �j c0i 1 IL ,�,I � _ � RO OF CON STRUCTION f ' 1 `JI � �ti3 7: 2 e , Z ROOFING: (DIV. SHINGLES (DIV. 010005) e 1PPER FLOOR I _ BUILDING PAPER: (DIV. 7) 30 BUILDING PAPER FRONT ELEVATION w Tpl= 5",_47,-;. ; SHEATHING: (DIV. 6) 7/16'OSB OR EQUAL O ° . WIN. I-DR. r-�T I FRAMING: (DIV. 6) PER PLAN 5ea1� V4'.T -CY — --,,„ INSULATION: (DIV. 7) R -30 BLOWN-IN a �-- r _ SOFFIT: (DIV. T) GWB: (DIV. 9) 1/2' RE SAWN PLYWOOD tml 0 8 'E ; r 5/8 GWB � i li EXTERIOR WA LL CONSTRUCTION 1" IAIN F_OOR- `l `l __, - - -- - -- SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV- 01005) Z -- BUILDING WRAP: (DIV. 7) 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL a q FRAMING: (DIV. 6) 2 X 4 STUDS AT 16' OC o -- INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER CO - - GWB: (DIV. 9) U2' GWB Bd FLOOR CONSTRUCTION TRUSSES PER F•:N i CO D2 _ _ - .,5 FLOORIU:I FINISH PER PLANS (DIV0100 � G REAR ELEVATION FLOORI FRAMI PER PLANS I $cab i/V.1. -D' INSULATION: (DIV. 7) R -19 BATT (0 SOFFIT: (DIV. 7) 1/2' RE -SAWN PLYWOOD I _ .-- 'r a _ - TOP PLATE O CV T RIM:(DIV. WIN. CDR -�- CO 'I - WINDOW: HEAD: 2x6 I '` x J . (WITH NO BRICK MOLD) JAMB: 5/4x4 - M SILL: 2x6 W/ 514x4 "� � C '� CORNER BOARDS: INSIDE: 2x2 . C 24' D A. CsAB_c END i�EN- OUTSIDE: 2x4,2x3- _..� __ _ ___ M. Bdrm. Stairway Bonus/ �' i _ FASCIA 2x8 UNO Opt 'f pt. rm. #4 a � .4., , _ o r :E � CV ~ \ - Cif C f a i UPPER OOR ', CO ! 5 . i u ......................II FLR J5 "5 PER ° y Q) In /�i 12 TOP PLATE CD 9: ,2 % � 5 �� = 7 N _,--- I I T � � WIN. 4-IDR •:T � m i i _ I Entry �� a L. _ I � II ,g Y H a l l Family 5:12 I I r .— 5' i- SID!NCs 1 __ � l r- ao INI LII , i 1 j _._ � I 1 F _ 1 IAI FLOOR TITLE 11 p TT1 - r I -- l d l 6 ..I l _ FOR JS -S PER FLAN rti L_ I ' �B NO. 99024,2 — i ) ;1 Crawl Space - \,,,,,,_; 1 ) D D 1 ' CA_. — G� a �, -` ::, : , , '3 RECEIVED r SHEET 7 3 ' JUN 1 0 2 002 A7 1 SIDEELEVAT BUILDING SECTION AA ° �� ;.,,. - . h.�,. -•"- PERMITCEN bcal. V4'.I' -C' r ,., .T r' _ 0 2 55 PER 1 N 1. _ Ile MN ROOK + '11G P 2X (DTP 6SEE ) i GARAGE WO* .,DR .-....• -- TYP Ex N ALL CO IFTRI C -04 }�- Pg II+ i -_ cSEf Rem aLArr F S PER •! MA (DIN b SHEET A- 6411 TTP (DIN 9 SET A -I, ° -- + NAIL SiE.`• ''.7 �-CR. 00 Tyr WEE' A *1iL'IOw PER 6 4' R 4' ROCK OVER R + 4 Ot. .121.- • t M.S • 3' GC •' is s;.t: LOC. VAPOR BN21tER .•►- MEMO* OEARiNG SALL (ON. 6 SEE' A -U to _ WO ON SW L SC.4 • - I L P„ ATE 4D - . � LOCATE SIEA'•�G )Jour • R -ID ::=: c5€ V!Ad0 A>5 W .)C7C3A - (' 7 =s s w►L SrEs�. >ilr Oct ` 7� T �r4• Vr• • 10' AD_ • 4' -0' Or.. : ON 3 SEE' A•u •. • + Ii S • 4' EA S+EF' A-; _ d ■ FNe1ED 4E s ii 4 ' ►'31ED '�• 56EIf6s4i #✓JLE O i s ' �_ MWES • 3' 7C TO EAC- S'UD �d "' E"EEC Q udr0 GF4 5da HALL SCyE.^ R' BCa� U s,' t W 1 # = • ' 5a K: • 3' OJ:. • ALL LO CATE SrEA '++N G YAW • • I ' / ' f --0--- ,- : ~ ~- _ 4 - 44 NOR 1 BAR !0' OC.. r -6' WRIER T ' P_'S -. •ORS . STUDS UNC. Q ► BIe ER s' 7(760TLYRI3NEAPSREET'D'''A-31)54E1 A p w t.. -K-". C0 p £T BAR SArE A5 $T,g STEP! $PdCH'4 � OM sh..::ALL SC+ED Ir © QRIP NW1 L PER PLAN . ?* y ; `4-4 ` �- '}- Z Z ,_ - X AB O N 4ste PER PLAN (DN. 3 Sr�T A -U t~ '° <s AT AN 5.. E CT.4a -IOW Z VAPOR DAIi1EE � '� t "/16' 0.5$ ...,..,..,,,,,c. MPL • - F pATFPRIGY)FNG iD'. , SHEET a -U - __.. - r T. `/ STip►4 STRAP - E ANCHOR 4.LL • - ►4 sne STEEL FRCT' FT'G • Ib • oz_ 6 ~ p 0 TO DOGRL c 8EK F 7 O' M}( - ' : • I j (17N 3 MEET A -I U / I .. AFTER CONCRETE aIRE5 / a I - CP(T SPR><.4D FIG. PER PLAN (ON 3 WEE! ' , Q Q V ! I USE 38-16.14• NAILS F_AC•+ v A !� • 45 `A w ! E 14. 1 _ � t' PEFi FT 'Cr . . t _. . G IRAN :iF! ,� 1 k 7 LTER 2 • GR.•v£� - 2.2Xa ? dTES NAIL 5H•TG 5Ef FOUWDdT10N DETAL(5.% • Z - _ - I BED (DIY' 2 SHEET A - 4 U cy l?)•4 B.CFc CON'T (Div 3 SH EET 1 -U TO EA PLATE ! 6 SO LID 51JB5TRATE - Z a =� � I ...rr /2, SIB' • .:Fs. !IM Mk - ; '•:, --- - E3 BEDMENT 1NC Ct+ 54-62 \ °ER 1 PLAN y (Z) �4 BAR CONT : DN. 3 SHEET A- i; Q O .q - WALL SC.EL SEE FOUNDATION DETAILS i i W• -- C T1146,�.VS FGY"irvG p 17 APA LATERAL RESTRAINT PANEL 1 CRIPPLE WALL o FOUNDATION • FOUNDATION DETAIL FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL - , 3/8' =1-0' 47oocs -oe1oo -2 3 /4' =1-0 T, 3 /4 " =t-O' oo -ia 0 3/4'=1-0' _ •,:34 :- , - -- . _ C J I 1 NOTE - � • - •� TYPICAL EXTERIOR WAL:_ ONSTRUCTION BASErE!.T SL M.6? BE N PLACE PRIOR TO RILL BACKFIL_ OF WA__ T FLOOR FR/Y'rlra PER PLAN PER PLAN (ptv b SWEET A -I) i -Vi' 1 ' /(O RISULATION BETH N BASEMENT (DM TYP SHEET A - i: r AJR SPACE Mr1 . f O B A3. M SLAB ANC STEM WALL 8'(x;2' WI ' 2•X:'X316' SO r , 6' iJILDNG PAPER 8.41:1;101 STEEL PLATE WASHERS • 4' -0' '''exi0' AB y :7C'Y:/16' • SQ ? , I i I I • FNISW4 GRADE �� O_G. (DV. 3 5»fET G- • cxGE°T - - STEEL PLATE W4u{R5 • 4' -0' . I 1 A5 NOTED ON SHEARWALL ---H- �- ITT?. EXTERIOR WALL GONSTIdJCT10N HOOKED BC ?"ASONRT v ENEER fNISH GRADE -- _ E s : D'y 3 Sic :. ExGE '\ 5 SG.EDULE T• MP. EMIBEC i PER °LAN (DIV. 6 SHEET 4_1) TTIE TO FRAMING Ev. 2 50 FT - 1 ! (2)'4 BAR •TOP I } ► -' \ (2 - 4 - l M1 EMBED_ I I (Div 4 Short Al) EXT. DOOR WO FRAME (DN. 8 SHEET 4.0 (2. 4 dAR • TOP • •4 ART. BAR • • l0' oc, FUL MASOFRY ',DEER DOOR T5RE5.40LD FLA946 AS REQ'D. €k 4 - OF WALL r (DIY ? SWEET A_i) (DIVA ARA '0' cc FULL X (Div. 3 S►4EET A-1) f FEKa1IT OF WALL. E a> TOP OF DOWEL I RIM BOARD 1 / NERvES _ l� z . II I 1 / - I TRAL FLASWMG TOP OF DOWEL : I � DAMP °ROOFING ( DN-1 94T A.) U 9 •4 vERT- J-BAR • 5' a NN ■ ° CONT. FL 15WIRYa 'LAME,. HOLES • 4' -0 0.C. a . - -_ ` w F- a. 2 , I (D'+ SHEET A - v -_ I _ - 4• CONC- SL AB OVER 4' GRAVEL BED I V. 4 4 ART. J -BAR • 5' x W L3 t • a TREATED ! ND SILL (DIV. 6 SWEET A -U CC J W ;p�z f DAMP PROOFING (DIV. l 5•41 AI) I - wl CRIPPLE WALL. PER PLAN, WITH A Mk SEE Fa/CATION DETAILS ` , • : o ;Dt2 TREA SWEET- TRfSN TRM Z (Dlv. 3 SWEET s-i Z e. _ LENGTH OF 14' PER UJBC SEC 232015 !+ N Q' i! •- U ry I •4 WORZ BAR • 10' a STUD (DIY 6 SWEET A -I/ a 7.1? RMI J OIST Z 4 4 HOW. BAR • ®' oC S V I 1 :I (Div. 3 SWEET A -u �! , \ l ` TOP OF SLAB i1/2.' CLR .7' • . i` ` � L �_ O ' Irelt. (DN. 3 SFEfT A -I) = O 11 Q S) �+ . 4, , _ _ `' ►, "�. TREATED t IUD SILL :-. Q Ili �, I� • J �y (Div. 6 SWEET A -I) I J w f - Z 4 TOP OF FTG a I `1 TIGNTLINE -Pi-- ' 1 �� ° � : I TOP C FT 'G I " TIGFIT 4 1 C i - 4' PERF. FT'G. DRAM W�FILTER �r PER , r :- CC C 9 • • • • - N 24' GR."vEL BED { PLAN _- -. - • 4 vERT. RE-BAR FROM STEM - - - - ) ! 1' PERF FT's. D RAIN W4F ILTER C :20. J W - i (DIY. 2 $WEE7 A -4;1) SEE FOUrDATION DETAIL(S) ■-•-•::- 1� i I _ • • -V rib - -/. N 24' GRA EL BED Z Z r d ' '` � :;[; = I . (Div. 1 WEE' A -i; w Z w \ - 1 ;�. TYP FLOOR FRAMING PER PLA (5) •4 BAR CCN b' MIN WAL STUBBED INTO SLAB i I �I ()� I� ( DIv. 3 SWIEfT A -' �' . M j ; O v SOLID SUBSTRATE • GRADE CONTOURS r (DIV T': O m O w (Div. 6 SWEET 4-1.1 M � > d U 4' GONC. SLAB OVER 4• ROCK NOTE: TWiS 1 y SOLID St,35TRaTE • W `-=, _J X 6' NT .S 8' 10' OvER vAPOR BARRIOR 3 1/2' ' I OPTION CAN 3 I 8' I " 1.1 0 U X 44 0 FOUNDATION D CRIPPLE WALL ®FOUNDATION FOUNDATION DETAIL - SH�EA WALLS. EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL oQ� Ili 3/4'4-0' oo- o)vvo -:,..i4 3/4' =1- a Os>:oO- 033QO -O7 1•.A 3/4' =t-0' V 3 /4'=t -O' �O> 0_; c.) w co o i s :��_ 3/4 =t-0' 4�+s,w- LIruO -c>+! r�i r i W z co - - -• ► - FULL MOTH TREATED MUD SILL w (n 0 Q BASEMENT SLAB MUST BE IN PLACE 518'•x10' A$. W/ 2'X2•X3/Ib' S.Q TYP FLOOR FRAMING PER PLAN �_ Q PRIOR TO FULL BACKFILLING OF WALL. / STEEL PLATE WASHERS • 4 -0' fD! v. 6 SWEET A - 1 ? ._ NC7� 5/8'•x12' AB. 1J1 2'X2'X3/Ib' S.Q. J Z O NO INSULATION BETWEEN EASEMENT O.G. (DIV. 3 SWEET A -1 EXCEPT ? EXTERIOR WALL I CONSTRICTION HANGER PER t •fG FOl rrG DOES NOT SLIDE N THIS STEEL "LATE WASHERS • 4' -0' <0 ■ ► - -� AS NOTED ON S; EARWALL -� CcJNDITiON. FOOTING SPANS O.C. "DIY. 3 SWEET A -I) EXCEPT '- - O 1.;-c- H SLAB AND STEM WALL. vEWK-LE SURGNAR r.k PER PLAN (DN. 6 SHEET 4-11 AS NOTED Ct4 SWEAR4UAi l W U Z = + LOCATE SNEATWIt� JOINT • WORIZONTALLY. PP" vEWICLE ` 1RCNARGE O D O cc 0 SGIADULE -' MN EMBED TOP OF 5L4 I 1 i l { - ' TYP. EXTER OR WALL CONSTRUCTION 1.1 COMMON MEMBER „ ( I I 5C1 EDULE l' MN EMiBED. O a a PER PLAN ( V 6 SHEET 4-ii TOP OF SLAB i BLOCKING OR JOIST • WALL OPTION 9 i2 1- 6 1 _ a TYP. FLOOR RZAI'11NG PER PLAN _1,:,):__•,,,:, Z ITh ` ~ O -- _ ! ' '! ( Iv. b SWEET A -I) RIM BOARD U Z ( (?) •4 BAR •TOP T TYP. FLOOR FRAMING PER PLAN li _ A H O Z r P.. 2x FIRE BLOCKING ' U SOLID BLOCKING OVER SUPPORTS (DIN. b SWEET A -I) = v X ' •4 VERT. BAR • Ib' oc. RILL LOCATE St EATWNG JOINT • �� 1 121 4 BAR • 'OP q I - 0 - Cl v, v NEIGWT OF WALL I r l . i : U : I COMMON MEMBER -1 \ � F L '.-- EXT. DOOR AND FRAME (Div. 8 SWEET A•U • x4 ART. BAR • lo' oc. FULL Z cE Z Q a2 TOP OF DOLLEL CiV 3 SWEET a•i) ' \ X O to Z Z ~ 1 1 T r AIR SPACE 3 DOOR TWRESWOLD FLASWNG AS RECM. Q T OP OF DOWEL (DIv 3 SWEET A•i: c!) Z U (.0 O Z 9 i Z Z 5 vERT. J -BAR • 8' a RIM BOARD \ (pm 1 5WEET A -I) E- 1 - I S z O U -� (A •' (DIV. 3 SWEET A -U . °1 - 19 _ •` ART :-BAR • 8' oc Q w II F III ., NERvE5TR4L FLASHING z (Div. 3 SWEET 4-i) > Cc Z J s lZ i' G�4 ■ I I; r 1. I-wZ O ( DIv. b •4 WIORZ BAR • I0' oG ' � 1111M1(9 ►� 4 a SLAB. 4' GRAVEL BED .o; N WORZ. BAR • + I0' a Z - < S j TOP OF SLAB q YAPOR BARRIER ! • 4' CONC. SLA ° ( DIV. 4 SWEET A -ll v I .� (Vv. 3 SHEET A-1) I' CONT. SOFFIT vENT I �� ( DIV . 3 SWEET A -U w • 1 !1 ' RESALLN PLYWOOD • SOFFIT DAMP (DM. 1 5WT Al ) �, a g ;FIN D GRADE , x4 BAR • 12' oc L =2' -6' , I f .1\ I i r ,? ° '• i'2' CLR � . 4 BAR • 1 ' oc L.2' 6' �I (D 3 SWEET L 44 �I (Ch. 3 SHEET A -I) TREATED MUD SILL SEE FOUNDATION DETAILS I •,A. _ _ F r ..J I' r__ I CO TOP OFJFTXa. 0.1 , DAMP PROOFING EE FOUNDATICOd DETAILS ao ..Si. -- •' -- - -- Z - TREATED MUD SILL (DN. 6 SWEET A 4-1) � G TKsWT PROOFING . l Si-IT Al AI? ^ I I -- p A MP PROOFING (D IV l 5WT AIJ r- w r-- 1 9 • - • I • PER PLAN " . I 1' AIRSPACE TYP. , -, - • t ' (b) 44 BAR CONT. '� / . .: x = ' • • • \ • `Q . ,! ( a ;;;:;- ' (DIV. 3 SWEET A-I) _� ° 44 VER1. RE -BAR FROM STEM ' t*-- fD EAR E CT. 1) O 1-C) n WALL STUBBED INTO SLAB , ( - - \-1 U SOLID SUBSTRATE l ;t • "-'.� u I SOLID SUBSTRdTE 00 4' CONC. SLAB OVER 4' ROCK ; :_ 3' -8' TS. 8' 0' OVER vAPOR BARRICX2 4' -4' NTS S. 10' N 24' GRAVEL BED. POST AND PER PLAN I 4' PERF. FT'G. DRAM WUFILTER '� w FOU DETAI CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 1.4 0 ID v 3/4 " =1-0" O3OO- -33 3/4' =t-O' S - __ i u• 3 /4" =t-0' �J+s�vv-- uiJu ja••eL__ i.►E 3/4' =t-0' 08100-0•3300-06_7,11 0 3/4' =t-0" I,x1suu -;n a -3h 0 I Q) ) C o - •= cn CV FRAMING PARALLEL TO STEM WALL 41‹ .,. D t F.* V S TYP. FLOOR FR411NG PER PLAN f TYP. EXTERIOR WALL CONSTRUCTICK R I (Div. 6 SWEET A -1) PER PLAN (Dl' 6 SWEET A -I) FRAMING PER FLAN i31 co (9 2xN (DIv 6 SWEET A -I) �� .t - _ LOCATE SHEATHING JOINT • 4 - - � i A COI'1'10N MEMBER Rt'P'r.O'� � -' � L--1-3 i �11 1 lr i RIM BOARD �r.0 2 i m ., r.1 44 � y TYP EXTERIOR WALL CONSTRUCTION TYP FLOUR FRA ' TYP. FLOOR FRAMING PER PLAN. �� Y TAU - TION -_ PER PLAN (DI 6 SWEET -- i TYP. EXTERIOR WALL CONSTRUC I I /� ► ' i s PER PLAN , DIv, 6 SWEET A-I) (Div. 6 SWEET a -U En 4' CONC. SLAB OVER 4' GRAVEL BED (DM. 3 14 _ _ , _ ___- -� - BLOGIGFKa OVER BEAM - SWEET A -U . *,, 1.1 CX L _ - - - TREATED M X) SILL (DIV b SWEET A -I) 'r . I ' % TREATED MID SILL TREATED MUD SILL • RECEIVED 1T _ h �. iT /OFTUKNrII ( i t u ti fl y E "( , 1 �. s ` 1 w -----1- SE E FOINDATION DETAILiSF BEAM PER PLAN t - _ _ _ ADD BARS TO MATCH RENFORGI � PS P r_•�;; i FRAMING PERFEND,GUL AR T t :, G STEM WALL JUN 1 0 200? 1:4 *JIG f PER PLANS - 4 x Y 1 3, r' ~ r 1 r'7; ' '" A ji I' SCAB TOC.ETWER W/ NAILER EA SIDE - « ~ T -� r SEE FCONDATION DETAILS M ..EV�r� c t v : 0 AT BEAM SPLICES USE 1x4 SCAB EACH SIDE . . (7? I '� - T YP. EXTERIOR WALL CONSTRUCTION - v - L r ' H JOINT • t CI U J13 NO •- P OST PER PLAN OVER i i POST AND BEAM PER PLAN LOCATE SHEAT COP1MON MEMBER j I SEE FOUNDATION DETAILS 1' • - - � _ - ."_ - _ _ = - \ - N ERvESTRAL ' • - • °. Can FOOTING PER PLAN - •_ POINT l ) AD BEARING PER AN XT. WALL - ---------------------- 1 %'.71 ,/11- i { •r r 5. , ,y y, s MAT FOOTING PER PLAN 4 . -t - I • z . (2) CONT. •4 BAR -- ✓ :i '._•:f ' SHEET LINE OF EXCAVATION czar - A35 Rdl1•JET TO rOATIW3 POP POSIrI,E . TREATED MUD SILL -' - ' --- SEE FOUNDATION DETAIL(5) CONNECTION. S JURISDICTIONAL TYP. FLOOR FRAMING PER PLAN. Elm° D1 (ply. 6 SWEET A -i) © Cin 0, STEPPED FOUNDATION DETAIL POST /FOOTING CONNECTION SLAB o STEM WALL • FRAMING /FOUNDATION CONNECTION FRAMING /FOUNDATION DETAIL N•T•3. o3300-f19000-26 3/4.4-47 :J 1I) . ts3OO -to _-a,� 3/4'0 ue�acJ- u3s�a -OS ' 3/4' =t-0' a� sro•�1;�3sJCr - :6__i,i 3/4'at -0' woo-t) • l 7 s1 L. 1 .. 1 • 1o2ts5 . . , • . . 4 4 • WEL DE.. E TE *At. Am EA F N •SAC DEOC E:.LE . AT OIN !s 3['' OR ..E56 - f WM. - ExTOG i AEO4 BATT NW OR ADC.E F •5./E.D GRACE ` l+ bAf SAM V AEO'tif EAT' �PJirL OF or AdO'E dLONN 116E e (TrP ace, C.?16`T•iJC' • 2 b / J ROOF LONSTOLC ION /i ! - % ` � TO V2. OC • L D •ST en*. ` / / r' MR sae +r9�'F4G --- / / - r �aR .. . > p T G O - SOLO DLOCKc4NC OvER 5�,�oR -s I I / .4s �w - ou►SvE i OF WELL 41 b.4 y 1/40 a: S.C'Q WALL 5C•�tLE to Q s 4 Tic. GDR C�JC1G 'R �G1['JCYs .J'- } +T \ 2 RCVATTAC . LEDGER u: ROLES 4. SCREEN / t — N0.E5 IIIT►+ SCIE F -•- 11 AS OF n' LAG BOLTS AT Ib' oc Q Q W W.- t ; OVER FLOOR PER PLAN ELE /AltOM 3 0 • - < TYP T LT j MIL — __ � _ ► r — �lifE ELEvaTK�N 0 O W a.++r"` I j ' b' 7 L •II :x A'J►(` t1:ALL — Q 1 a 4. 3EAt" O . Ss2E T7 RE• D'JGE STO E><Pb6ED TRU56 I lr t% % E:: I F Z U `I Z SG.t+ EA 5 ` TYP aUTTER ` r 24 ` FASCIA PER ELEVAT 24 M SP,* <7 G ATER DEPT14 10M IAN FASO PER ELEVATION 1 Qt ' •_ MAr. J045 5 (TYP. EXTERIOR WALL COkSTRAC -110N) PER p AN 'I W i ( i FIN15+- LANDSCAPE GRADE —` W FLASHING t t�15/. 1 5•EET Ai U / -�► (TYP, EXTER+('R WALL CONSTRUCTION Z w TO. OF PIER FLUSH :LAT.. FIN 5UB GRACE (3' BELOW 1 � =• - - LL / Q U O TRUSS DBL OR GIRDER (PER PLAN! C ON SOLID SUBSTRATE W f-- I eELOtu GRADE A U 2 TYP, ROGF G045TRUC z O TYP. DECK CROSS SECTION FRAME OVER WALL DETAIL EAVE DETAIL ® 3/8' =1-0' i zl- 061r4-1*)_ r. 9 3/4' =1-0' 00/00-07300-15 3 /4' =1-0' u ,. ,su.► -uT Q —� 1 I II E b' AEQ E k11T. !N�UL- 7R �30 ! 1 ! I • It ; F 3_ t 5i - • MATING PER PLAN 1 / TYPICAL ROOF CONSTRUCTION TYP ROOF RICTION } I 4 Ni • 48' OL- AT t f I OUTSIDE FACE OF YL44 1 / RAPPEL - EX1Eldp - TYPICAL FLOOR GONSTRIJCTIONi 2 MIi GLR FOR CONST VP: i RNG 1 IN • 48' O.C. AT / HI • 48 ac. AT Z' MIN. CLR FOR VETNTELATION UND ON SHEAR WALL S OUTSIDE FADE CF WALL OUTSIDE F ADE J"r W G+ -EDJLE I UNO 'JN SSE + UAL .SCH EDULE I 2X Bt.00KR -G WITH (3 2' • / 2x B LO CKNG WiT.. 3 2' • Q HOLES WITH SCREEN 12 WOl ES iTH SC R EE *' H 1 1 ► ► '3 W ■ O ��III� 2 E;AN �1 D ExPO'ED RAPER TAIL RFTER TL • rC i '— TYP. CsuT ER o T W J z LL , (Tr GU 'ER) Q ¢ C Q. PER PLAN 1' FASCIA PER ELEVATION .f .( "FASCIA PER ELEvATIGT� a n O I I ▪ Z�.� C1 1x BLOCKING --. TYP. EXTERIOR WALL GONSTRUGTION �� (TYP. EXTERIOR W& L CONST CTiON> ~{ Z U °a • W�,� W i Q - (/� = Q U W Jo X W i- J W SECTION c BEAM EAVE DETAIL EAVE DETAIL Q � W Q � ° W Y g1? 3/4'=r-o" Oe1sm- o73oo -3i* • 3/4'=f -0' , :-�; ,... w c2 Z E-- v> L -4--- -4- _ CI 11 00 z _12 Z coz i O-C O TYPICAL ROOF CONSTRUCTION / Q 1- 0 H BIFFEL -EXTEND b' ABOvE BAT". 1 [ : 7 , . Q 0 O 4 2 INSUL. OR 1 1' ABOvE BLOWN RNSUL. CC U O CC SKYLIGHT, SIZE PER PLAN + (TYP. RDOF GONSTRUGTION) QZO� ' PROvIDE FLASHING AS RECOMMENDED BY MFG. _.:.• 0 0 F--: 0 , i iiii T RIM PER ELEVATION % 2' MN_ CLR FCR vENTMG w Z Z v / V /{ OU TSIDE FACE OF MALL G Cr CL cn / a BARGE BOARD PER ELEvATipl / !' In - S I Y` -- WO ON SHEAR WALL SCHEDULE °. O < Z 0 . ,;,. , a I 2x4 BACKER FOR BARGE • • NAIL THRU SKIP J 2X BLOCKNG WITH (3) 2' ♦ J 0 0 w 0 Z \ \ - r�� SFEATHRNG WITH Ibd • • 0G. TYP. r •t II MOLES WIN SC REEN Z Z J () (n 2x6 CURB TYP. j I SEE E : !Dg 2x4 • ROOF AND TYP. ! ERHANG I�` PER PLAN 1 E Milli f S EkFOSED TRUS TAIL i ` o0 CO (TYP ,UTTER! o p G.W.B. • CEILING R++ANG _ FASCIA PER ELEVATION �T 1 I PER PLAN f �■■� ROOF FRAMING PER PLAN TYP. EXTERIOR WALL Gt7NSTRUGTION (TYP. EXTERIOR WALL CONSTRUCTION) Lo Z f „ a .: i oo _ w 0 SKYLIGHT FLARE WELL DETAIL GABLE END DETAIL EAVE DETAIL �� V � 3/4' =t-0' ,�; u r ; i 3/4' =t-0' 1�� Q� r� - OeT00- Ox3OU -r 3/4' =1- DEC 2 1 7'.7 32 ICA5--�' ;- ,� -./� • y ( c 411 L ii i! li ._, V — s TYPICAL ROOF CONSTRUCTION �. T is, r a) i WALL STUDS BEYGNp �� 114 'I C< ‘--- > ---. I I � , TYPICAL ROOF CONSTRICTION 16.... , 4 cu � - 1213L JST, BLOCK AS NEEDED ; - co � . A I I SEE PLAN FOR TYP. RISE I R SEE PLAN TRIM PER ELEVATIONS 1 R N / / 2' nRN CLR FOR VENTING UN DIMENSIONS A -}—t • CI) ft.... 3/4' PLYWOOD RISER O T 48' O.C. E - BARGE T YP SEE ELEVATION OUTSIDE FACE QF J1L LL ` UNO ON SHEAR WALL SCHEDULE l CX I U 8' HARDBOARD TREAD WITH EASED NOSING 1 7 r s L_..... CtS .7:-.141,1 `� ` i I SbEATHING WITH 16d • O.C. TYP. 2X4 BACKER FOR BARGE - NAIL THRU �� / 2X BLOCK WITH i 3 2' NG UNO. INGER 12 I ! 3 - ?x yiRIERS TYP, CENTER STR ►IDLES WTH SCRE WITH 2 - 1x4 STRONG BACK TYP. C 1 x 4 OUTRIGGERS • 4' oc. MN �l RECEIVEL \. NAIL WALL STRINGERS UV (2)16d TO WALL STUDS 1xZ BETWEEN FOR TRIM j� y v CITY of TUKWILA /24 141[14•4 OVERHANG � J � j + !SEE / . 2X P OSED R A F JtlN 1 0 2002 5/8' TYPE 'k' GOB. AS REQUIRED ^; ) ; ~; , t PER PLAN EXPOSED RAFTER TAIL SEE NOTES BELOW ►V ' _ : V 2x KICKER PLATE `~ BLOCKING AT CEILING LINE PERMIT CENT �� N � ., i �' ( i TYP. GUTTER -- - 1x4 LEDGER • NT. CEILING LINE OVERHANG — .f PER P ---",( \ FASCIA PER ELEVATION z -''" . (TYP. ExTER1OR WALL CONSTRUCT:ON) —� - TY° ExTER1OR WALL CONSTRUCT ON —. ._ SHEET I. HEADROOM MN 6' -8', WIDTH MIN 3'•0' PER 4. R$1ALL FIRE BLOCKING •STRINGERS TOP UM 1006.15 4 BOTTOM 4 ADJACENT WALL(S) PER UDC 2. TREADS 9' MIK DEPTH, RISERS 8' MAX. I#IGHT SEC 1082 i .. BALLOON FRAME GABLE END WAIL 3. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD 5. COYER USABLE SPACE UNDER STAIR WITH NOSING, HANDRAIL I I/1' MIN TO 2' MAX CROSS 5/b• ILTNGAREA R LAYERS SECTION DIMENSION 4 I I/1' MR CLEAR FROM 9 -e} WALL. RETURN RAIL ENDS PER UBC SEC 1006.9 6 N1Efa1'1EDIATE BALLISTERS SHALL BE SPACED 4 APART NET OPENING PER UBC SEC 5093 STAIR SECTION DETAIL . GABLE END DETAIL EAVE DETAIL E-14 1_ D 21 L 3/4' =1'-0' 06200-06 100-01 O1 • 3/4' =1-0' cA o - oi300 -13 3/4' =1 -0' 61 1. _04 I 2.... 1 55: • I , . • . . 0 - ; . -. TIP Aim N.4 TOP ...AM +mss LNG °! ; -� T• o :0�6'l�tiG' Oh J T►. Pte - S f P 5.1F.A lir a.L SG LE + - ±v oar.1„ . ..4. _ CCIYVI3.C''G+. d':� i.1-- SL4 *6 . Y.4EDIY! + r -_ Tom`" SiE .*G PEQ SG.f.4 c z ' ' ; 1 1°[F 5►E eR. . _ .LE !1C"TOrI PLATE Y�.L 0.G TYP. TJi 1. : I/ fc 7R�C "Col d j 1 r PAYE_ EDGE FIELD NA SLING P£� S�+EJtlB.r�_ SaEDeiF F a a s PER SpEL11E BO PfR =_;:7- hAliiCa 11,1 W e:..-,.„ I ,1 9C"" P_ "7 h4lKa — - L 5G ET.t LE W ,T '` ,c., - -3 .; • [ _ Pee S.IE.Af�_ ■ C r 1 _ a b' OL PL �'7�'i TQ �2!" T 1 -- - -- , - i 11 1 TJ BLOCKA�ICs P JA. PANE. E7C�E ON CO. GC7r`�. 'SBE {� uj t.�� �- ` - .10!0. PAW.. COI't'YJN Pg1 -- -- 1 ' PAS 1E ...I-LPG .. 1 _ w ` ' - - c^ ` r DER R r. �- t- L H �'�' -_- PANE.. �...►ts trt'O COMMON F'ERSrEAe_ SGfDuL_ z 6 - _ T" - ' TJ! EILOGKK -� P. EATER_ OR ..G._ GOkSTRL' * PALE_ EDGE AT SOTTO' OF S.._ PLATE UU �� GI UAL_ S►EA - .NG PER y_+EDU..E 1 SC-ED-LE EDGE NA_ *G PER b - { I 1 • TOP T..)1 FLOOR TRUCTON TYP T: G JOir Loade -ON ' E - { '' ...a., SOLT PER E.rE '� Tyc -J, c�OO�^ GOiSTQ1G')Ok -� TYo- ti�ALi ,r,ON$TRiGTol. arr. _ 0 W w ` rmr o , 1A.- SNEAT -N6 PER SG.+�'.:.E , I U W i f t: 1x4 PAPEL EDGE BLODCACs f£ AR.- } A�5 FOR Z Si MICA ?v GCJC - �.�6 J F - 0 Q I 1 W SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS 9 PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR J TO FLOOR JOISTS ® FOUNDATION 13 — Q JI 3/4 =f-0' r� ,,- ra�;J��- #S_�'Jl 3/4' =1-0' Fib �.It '' 3/4 = -0' - 3/4 =1-O 1,e� - 'J31.r -_:,� � �3TO _.� � _ I !1I — 1 - T`P WALL =fr V-C ,L1 P TOP PLATE NA ;L7�G 1 ' i + °ER SG L.AL_ SEAT -"Cs �.LE PER `t EAIa 4Ll 5C-€PJLE j - - Ty, %I FLOOR CCN5TTd,C -;OA TOP °'_^ E 11 PER S TYP NAB' I ___ FLOOR S.EAT++ING SCIEDJLE ' C ,J4. r.GNSTtid::.TiON U - 'Ill k -5 AR NTH I -- I T 12 O • _ 6' cc. ED S ( HCT'O"" PLATE NA ;L:TL t BOOM °.ATE NAIL G PER SEARt..& 5c ✓. UWL $ � EA?I -LIN PER $G C� t ! 1 Q o • �' Oc. FIE:: ( I 1 PER 5+EAFat.AL_ 5C4 JLE 1 PER SEARwA._ SQEDuLE TYP. T.J. FLOOR C JNSTRICTION I _ 1 ll I a M< A EDGES 1T. o NAIL • 6' c.c. PL i.D. TO R`" .O' t - c �' S PAS -DrE � FIELD NAILING r�"' a \ - E ULE A Im d • b' cam. G 'C RI" JOIST sTR AP PER PLAN Bo o JNDc' c I - 13C - � _ �A _ Ne . ER 5,-E _ SCEDULE I r - R.,.... R.,.... ' .-415T TO T.J� WEB STAGER � � I .,Olh PALE_ cD Oh G:�I P � I - Foci E: \+, vCs N C O"! ON _� C I! j J I FLOOR JOISTS PER PLAN MEMBER PER SGHE3 A • � Y EDC�= :NG G�* Z > ~ TON PAWL EDGE ON CO ^E`''BER. Cl __ 1 T 1 T I I PANE_ EDGE NA LING ING INTO ' - .7'1'10N i I "IE' !P-'c °E�2 SG �Er __ - C -1 C' - -- -4- -- i 1tT�E t FIELD NAIL NCs PER SG iEDJLE. J �� I ��� + T` P EXTEf2 G�c y.lLi GONS'Ri.G- Gh 1 I D CC u Q °ANEL EDGE A 3C O" ° PLATE. O S W i \ \� f PER SC- AUG.. TJI FLOOR �015T WITH WAL 111 IU'N WALL SHE= NC °ER SG EDt'c P �- _ = F < J TJI BLOCKING ' T £DOE NAILW -6 PER SCi1 .A.r-.. r C = I rat TYP. T FL OOR GPiSTidJG ION . _.. -___ - -- _ . ► ` • TJI UEB STIFFEZR EA S DE , - - ANCHOR BOLT PER SC4 D LE z W ❑ W 5 PER PLAN - nn D C✓=R TYP FLOOR �ONSTR C''ON _i: Q W Q TO TJi S ^ WEE S'FFENER - -� -- 77P uL_ ONS'R�G'!GN ,..; BLOQC PANE_ EDGE PER S rED' -. F J _ FIX�tiD GG 'iOP65 J 0_ U; J CC RI JOIST TOP PLATE NAILING WALL 51-E. =AVCs PER SGaEDULE t...4 z u U O u u Z D c PER SaR1.;LL SCHEDULE I . , [L CL ..< 0 ai , cr 11.1 - � TT P. WALT C ION WI" r — — l O O WALT 5HEA -, PER SCHEDULE - --,. L > = 2 Mow," - SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL W ..< oHq x -J w W CCWd� W STRAP TRANSFER © JOIST PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS © FOUNDATION A a_ 1 C 3/4•=1 -0' 17610- OS1OO- 35.1 - j1 3/4' =1' -0' t7 o- os100- o�_ "JI • 3/4 irtitk . f c_ 1,31 3/4' =1'-0' re-u -c :3ou -o2. _' ac = CO z - t.. ---,- -- I i n) Cni- z I- z i0 ❑ J Q !O T FLOOR GONSTRIGTN Q O C L D W U L ,_ _ -� + P. TY aiALL ST CONRUCT'a 0 T- TOP PLATE NAILING ❑ D Q le 0 .4 -- OR NAIL FLO SHEATHING THI5 AREA WALL SHEATHING PER SG+IEs✓ PER SNEARIUAL� `a NED1.E ❑ D O , 11111 WITH10d•E'oc.EDCsESAND _ SU: >- j 10 d • 12' oz. FIELD - BLOCK ALL TYP. TJi FLOOR CONSTRUCT DN �j Q Z O OE, EDGES WITH 10 d • 6' cc. PLYWOOD NAIL FLOOR SHEATHING ' TYP EXTERIOR y.:�L CONSTRUC TION O F= L TO BLOCKING. THIS AE:: JIT;.: j WITH WALL SHEA' -IAIG PER SCHEDULE Z U U Z -_ O ! 10 d • 6' cc. EDGES ❑ - Z 0 10 d • • '2' cc F IELD j BOTTOI" PLATE NAILING - n W 4 BOTTOM PLATE NA LIN s t 6 j BLOCK ALL EDGES I PER SHEARU...L SCHEDULE - �� BOTTOM °L. ATE NAILING S ' CC d U) - I I PER SI-EARIUAL. SCHEDULE Z + \ 10 d NAIL • 6' cc. PLYaD. TO RIM JOIST 11 PER SHEARW,_� SGHEDUti z O Z O PANE_ EDGE NAILING f p _�, I i 1 1 mi. JOIN PANEL EDGE GN ' PER SCHEDULE O U O Z_ �N B(_ C1` \ COMMON 'EMBER_ I L Z -J 0 w � r 1 , pp j TJI BLOCKING T,t PANEL EDGE `w ='LANG NTO COMMON - > CC Z m I I I I J OIN PANEL EDGE ON COMMON MEMBER -� I MEMBER PER S CHEDULE. -J 2 Z W M ❑ D CO PANEL EDCsE NAIL NG 1 170 GOI R fON .' � L 1 R _� 1 1 PANEL EDGE t FIELD NAILING PER < j - CRPPLE WALL (DIV. 6) PER SCHEDULE I + - T \ 10 d NAIL • 6' c.c. PLYWD TO TJI BLOCKNG 03 S - T OP PLATE NAiLINCs HEATH CR.°F - LE ' ,A� L di PER SHEARI A.L SCHEDULE \ SAmE a5 5,.1E-4a)';..1LL ABO C7 TOP PLATE NAILING OR PER SCHEDULE TYP. WAL~ COIVSTRWCTIGN WITH PER 5HEARUALL SCHEDULE j WALL SHEATHING PE SCHE DULE - S - PA N EL EDGE AT BOTTO` OF SILL PLATE. EIM4 �' EDGE '4A Lr E'ER SCHEDULE. CO Cli -r) -- - - - -- TYP WALL CONSTRUCTION WITH 44 WALL SHEATHING PER SCHEDULE - SEE ARC.4 DETAILS FOR I : N - OU in - FNDA ?ION :ONDITiONS � N r SHEAR WALL PERPENDICULAR -mow o , 0 TO FLOOR JOIST - OFFSET CONDITION CANTILEVERED FLOOR JOIST SHEAR WALL ® CRIPPLE WALL P4 j^` 3/4' =1' -0• ,(610-08100-09. Ji 3/4' =1'-0' TT614- 06700- 71-_3s1 3 3/4' =1' -0 v, u =o -vv... . -va-_ r JI s C7 `' c cn cal • I1 �/ t ' ; o ,c/�� (a E TV 1d t ;1 tT. \1�Uk \ /r S ,_ l/11 ` r ) a i J 4.4 V � NAIL FLOOR SHEATHING THIS AREA Ri,`` , : : WITH 0 d • 6' oz. EDGES AND I /- DOUBLE STUDS AT HOLDOt -- - -, t', - IC d • 12 oc. FIELD BLOCK ALL C !TION C j'� a) L EDGES WITH V0 d • 6' o.c. PLYWOOD L 7 N To BLOCKING. - TYP WALL CONSTRUCTION WITH , - r I J WALL SHEA PER SCHEDULE - - 43) 6 r.. C �/1 O : i CR PPLE J)ALL (D IV. 6) - ;,- „� .a `4 `, `i 8C PLATE NAILING TIP. TJI FLOO CONSTRUCTION -- - 54E ATNNC: PER SCI-ER •'4 ' PER SHEARWALL SCHEDULE 4 , / f4—t--i .. z + PANE. EDGE I FIELD NAILING PANEL EDGE < MELD z CI. !_I PER SG�IEDULE SIMPSGN HOLDOrLN PER r'LAN NAILING PER SCHEDULE 1J L1 AND SHEARWALL SCHEDUL V ■(' TJI FLOOR JOIST9 PER 'FLAN !1 , A _, 1 C4 ,. . -- - - TJI BLOCKING •ALL PANEL EDGES p ' r Ii - I PANEL - - - --- ANCHOR BOLT PER ULE SHEAW A17 SCHED t . t1 � - S L ED !FIELD NAILING SIMPSON HOLDOUN STRAP PER PLAN II I li _ .< ° PE DOLE Y A ND SHEAR WALL SGHEDt1LE y W RECEIVED ; )9 NO. ' -- - SEE ARCH DETAILS FOR MS{i rn� CITY OF TUKVYILq 7 ~ (1)•4 BAR Gait. IDIV.3) TOP PLATE NAILING i FOUNDATION CONDITIONS f I JUN 1 0 2002 ti PER 54+EARWALL SCHEDULE , _ SEE PLAN -__ - ---11., PERMIT CENTER TYP. WALL CONSTRUCTION WITH ANCHOR BOLT PER SHEARWALL )-- ' WALL SHEANING PER SCHEDULE I ,;) SCHEDULE _ -- SHEET Em.11 S 1 SHEAR WALL PARALLEL SHEAR WALL CA . la TO FLOOR JOIST- OFFSET CONDITION . SHEAR WALL HOLDOWN ® CRIPPLE WALL - INTERIOR 3/4' =1' -0' t /slu -06 WO- i()_.tJl • 3/4' =1' -0' 17e10- 03300- 24,_TJI 3/4' =1'-0' 1/61' ”' - 1 -04 - 2)02 - 1 55 . • 0 . . . . • , ., • Trrc & ta0cs 000 i k � I 7-1:: AND 5NER 5�ET L . A - ^I). • - . ' f2J 6TUDG AT EAO» STRAP ■ ' T . �J66 PM °LAN . 0 ,.. I Ws 5►f.= '•+Ills Z _ .. t _. / STRAP '$4 o sk - - - -� b�E1fa1 - ypfJli -` - BO ^GO ° .: E tiAi ?[a O 4 I PER SEAR. �.. St E 41, (V 5-,D8 AT EAC. STRAP 4 118166 OR j I . 4.0 G !."A .... SriEM r U , BE4 a aN �'" 1 w> + eE`a I I s*�e�aP w W I 5SEAR'� TO t.P Ot 1 f"Jw SEAR �A�i Y.:f?3 E 3 . UNWED WO 'OP PLATE mom. _ 1-VA• TT'�9ER5'RAND _' l '- BC. I b 3 '.......--",77,_ _ -- ec °_, E � o o . �_� - r - � - r 1 -'t i ' z f 1 R s�Erlt. SG .L i - } �..« 4 .46 \ ° :'.E_ E iCr �. C.71`119. "� 9EFt U - �,,.� - 't - •JC l ! -�./ �` -AG DER 7G � ►c I ' 4 9141 CS* STRAP - I .- - - PANEL EDGE ! PE 6 - I F J U - •Thh5TET NALNG PER SG Et . E E ( ) } t �� -rP Ex'�_RG'R :0.5'22 - .0. cA W - � T"P +uALL CON6TRUC'Io. 6Rf+ 1448.- 5►cA'•:htCs' Y.rE nL: W \ =1 WALL SrEa's: R Y tE TYP T -I FLOOR SOT-45-o. ' 0 ff I :' SLOOC*G 4' STRAP Z i SOL 7-- A35 ;. - 8..55 t u ..44-__L .S E 4!� I J 4 * � � I A35 C. `O OR A3 C_ ° 9E1 EE7. - P...4.7_ -Y'G `f 7 ' - 8E4 PER .....41. TR:AS BO"O"' C- PER SEAR :.C.- s:- EDtlE. 7 W F- 0 7 - 1 STRAP AT DROPPED BEAM OFFSET DRAG STRUT INTERIOR SHEAR WALL TO ROOF HOLDOWN STRAP o FLOORS - 3HOLDOWN 3/4 -Y-O' 1:6ms,rxi te_s� 3/4' = 1'-O' 17610- O73OO -33 3/4' =Y - 0' zs 7 3/4 =Y-0' 17s -crcu- _ ±.� , / ROOF SHEA i I // 80 AT 4' oo. I i " Tw'CA- ROOF C.O*15R.1G' ON. r! ' ! ! 1 NAIL BE 64-EARL-4,__ °ER c aN „ F rXr / „� / Na:� ROOD 544E44 °ER scNE ^ ,LE. + [ / 2x4 PRA G I tI I OR tGll.. (4' ; a' 8o • c = < 78i5 OR Q c S 3' oz _ d AT 3' or.. i : SEE _ v 4T+C F • f /. 10 / - =-+RE_ �7CaE A "OP PL:. E FCC \::_ �s Z j 1_ CD 1 t` -. T ! ' T T k TT? / r \\ PER SCE i _- C ~ L' c 13C70 13C70 p_A _ NA.L 4111. I SHEAR WA__ 'OF PLATE I \ CC FER SHEARWAL_ SCHEDULE `` \ 0 0 = Low —1 I • I > c � • 2x4 FLAT ES CKiNG - \ 1 � _ LJ F = I I n° . / SHEARWA L BELOW PER - LL NAIL NAIL STRAP W/ Ed i 5C EDU;L= OVERNA Q . ST • B' c c /- w 0 O P ' _ �� G JOIST OR SEAM PER PLAN siMPSO\ CS* STRAP \ I - - � Y -- - PER PLAN, _AP ONTO I c^ �� Fz Ty E X'=RIOR .:.A_ CONS 'RJC - ON 7 Z d - - - -- 44;114 ILA__ 5.4T -iNG PER SCr�ED lLE �4 i ' 0 WALL 5E4 AND T 7 ± Z LL CC WITH 8d COMMON • 4' c. o • O 0 G 111 :-.L- jQ ') -� jLL W . 0 0 U A 1 1-101 DOWN STRAP AT JOIST 1 0 DRAG STRUT CONNECTION INTERIOR SHEAR WALL TO ROOF SHEAR WALL ® EAVE 1��� - L 3/4' =1'-O' v lcl-u i _ - 28_T!'si 3/4•4-0' rr610 ?J73Qt3 -3 • 3/4' =Y -0' },a,, -u Y 300- 3 4 3 /4' =Y-0' 17610-07300-02 w w i2 -4 • 0 I - �D - z z J2O� < (2)16a QOCw Lu I NAIL ROOF SHEATHING PER SCHEDULE. �U S I TYP ROOF CONSTRUCTION U _ I a d NAIL • 4' oz. • EA. OUTRIGGER / NAIL ROOF 5HE4'LMG PER SGH} uLE. z o f T li i r HI • 48' O.G. AT p O a b -, I I INSIDE FACE OF W.,LL L. C 0 J Z U U 4 I I i I -----,...I' \/ ON SEAR G:.__ SCriEDLLE Q 0 z \ rw � } O Bd•6' S 0_ (n \ 12 BLOCKING PER L DETAILS 2 O < z a OUTRIGGER PER ARG•+. DETAILS - .....- _. / , O U w O _z SEE ELEv4TION • - Z O 0 5 / OVER +.",NCs - SCR > W J FER PLAN GABLE END TRUSS. CONTINUE SHEATHING - - PANEL : EDGE 4' *OF PLATE. EDGE NAILING w w ` 0 � d f r , " y D ABOV£ SHEAR WALL TO UNDERSIDE OF � PER SCHEDULE � � O } w � UJ ROOF ti . EA", VCs. NAIL TO GABLE END / , _. _. - . _W_ S _, TRUSS PER SC-+EDULE- 1 1 i 4 21-.- COMMON PANEL EDGE OCOMMON N MEMBER PANEL EDGE NAILING INTO COMMON pyERI-4ApyG MEMBER PER SCHEDULE - .< CO " II LC LC TYPICAL ROOF CONSTRICTION PER °LAN Tr.. EXTERIOR WALL CCNSTRUG'ION • WITH H'N WALL SHEA?G PER SCHEDULE CD - TYP. EXTERIOR WALL CONSTRUCTION 1 j WITH WALL SHEATHING PER SCHEDULE • CD (.1...) CO •q- e ' ^� X �‘+ Cis ITX F ?' j''FNLA O :1. SHEAR WALL ®TRUSS GABLE END SHEAR WALL o EAVE ''''''''''' V -_ 4 0 7 _C O 3/4' =1'-O' 17810-0730018 3 3/4' =Y -0' U 1 7� 31 P�- �'ir 3�f3�J`� tC .= liel'it f2)16d IS r:J, a r Lf� r e4 il L) -/ SHEATHING AND NAILING r NAIL ROOF SHEATHING PER SCHEDULE. }°ER SHEARW4. L SCHEDULE B d NAIL • 6' oo. TO TOP CHORD - CD 2X6 BLJCKMG N 1 BLOC 12 TYPICAL ROOF CONSTRICTION. 7 2I • • i 1 1 + i $ ELEv NAIL IeOOF 5HE47- PER SCHEDULE. ROOF SHEATHING AND NAILING 7 SEE / • * CA d • 6' OC. PER °LAN AND SHEARWALL A _fi I HI • 48' O.C. AT � 1 1 SCHEDULE INSIDE FACE OF WALL U.N.O. ON SHEAR WALL SCHEDULE I ---- OUTRIGGER PER ARC 44. DETAILS / L530 • 24' ot. Q. '` - - 8 d • b' o c. • BLOCKING .1I Jt R � , BLOCKMCs PER ARCH- DETAILS f il:1 4 -- A35 CLIP I • PE4 SHEARWALL SCHEDULE / 2X4 LEDGER, RAFTER OR TRUSS CHORD X /// ////////////t '-'' RECEIVED _ WITH (2) 16d NAILS AT EACH STUD - CITY OF TUK.WILA , ,3 NO. - -- — BLOCKING AT CEILING LINE A ►=� AND (2) *d NAILS AT EACH BLOCK - - �=A I ' 1 JUN 1 0 2002 A PI T TYPICAL P..00F CONSTRUCTION OVERuANG PERMIT CENTER 1 Y PER PLAN • TYP EXTERIOR OR WALL Cd.sn ucTlaN _ . - SHEET T1P. EXTERIOR WALL CONSTRUCTION - - WITH WALL SHEATHINGS PER SCHEDULE g < BALLOON FRAME GABLE END WAIL Emil S2 ,_)• @3/4 UPPER LOWER NE CA _ •=1-0* O ER ROOF CONNECTION . SHEAR WALL ® BALLOON GABLE END SHEAR WALL o EAVE • 3/4• =1-O' :1810- 07:loO- 3 3/4"=T-0 17610- Cpr300 -19 3/4'- 1'-0• $:'ei(1-:iT O-O&i , iO 2.__. I S 5 . . I/ . . 4 9 y SYMBOLS &LEGEND SHEAR NOTES SHEARWALL SCHEDULE 0 O41 _O C : j I _NLE.55 + s� rc =_ I( POST _oaD =- ABOV£ ..,,v L04D4VG DESK�N CRITERIA '� a, a le • _ _ � 8 PONT LOAD - RAP-SFER NG DO�u� - -- = -- `.� DES t - _ r 9 9 , g r f. g $ 2 o S 2 _ r ! ti Q I �� # / GENERAL NOTES i . .. , , : I: i.' i, t u u 1>7 .e � u1: 2 1R u + \ - �� ° O�tT LOAD ' \9FE�e 'GUN s. 1...0.40.,6 A-- 5. - EAR - AL_5 54-.004 ON T* E P - 0 0R PLAP. ARE FOR ,.,.ALES •- - �.�. 6�Cr� ON T4 +A' __ !E_ ' _"° C%»:_" S= •Ot,t�; 5.-.a: .. - 4' G.03 0,•C S C'E 5d ES 5 8• • 48• .-35 s,..4.5 be • 's be • 2' 0.49 P c _ I 2 AN ORAGE 5 =CR s.s.�Q...:.._5(PANI �5 ONLY + •' K4YaE1F POR" C•45 OF t:1A-L5 41.1 NOT DESGNATEc A5 S.E.:.c' Cs -4 OR SG ...Fc 4 4 -5 5.0' • 48' 435 ::::_g=6 a6c • i• ba • i0' 25 ca F POmIT _OA^. TRA \SFERE : B� K GK. =_R PANE-5 h.4!LS ""A" 3E SPACED s b' ocf- Vi PER S/8' CAB CI* SIDE -�2 • 33' oc I `�(i L.:5LE 23 -'' -3 -• OF l�$C �J' • 3. ; , h -+ERE °OQ a.5 Jc 5 ._I� ntOT DE5'�: ...!:.6 "1/3' 5. -YEAR PA E -5 '..E\ S.-EAR DE - A.-5 DO NO APP_"" 3 ` T ' G+YB -G SAES b ^. ' ` =5 ';B' • e8 ' bd • - be • b' FO_LOIL 'YIN, u.E c- 10.. 1.-^'!EA1TS. s: -4 OR o:�R 4 4 '' 5i8' • 48' 2C' 6o • b' Fi • 5' • �' +•+OLD DCttl• ::3T -- S'ZE DE5 YG•.A . ,.. 4- F'RCV'DE - 6.0 5`....S ___ - C_.:..:�0ay, LOG.:: ,^i.5. I 5 8' s:6 .c -5 =', 5 8' ate vE1e GAL STRAW w ^«. 5 ZE DESiG+rAT:O� 5 . 5-- '.aWUFt.CTURER 5 RECl:i \'S = DE - A _S =0R EACI- T"aE c I TO lSE Oh ° LOOK °ELOU OF tiOL 5 .4 AT!Oti a bA b II .5 S 8' • • 48. 22 ' 6d • • 5' 6c • + S' PLc S` f 1 ST '" - r :c' A_ 5'Q GP Jt'.. SIZE DESiC�.A' 0•4 6. AL_ °_''..100:. C=c f.-_" °S.: 5•-- E.iQ....L 5 3E .; °P _ p -4 4 60 • 5' be ` • 1 • v, ..-6, b 12 ' ES 5:8' • 48' '4' • • 5' a 1 ING'CA?ir5 BEAT" CAL 1LAT10!V J'TH POR -70N OR TR "C.:_ - ON 5 E-"GE5 S. 6 ' .iSB G =5 5;8' • 3L "' II' bet • i• bd •4' 31 ° m _ D 5'<l�sE vD AT CE \ O. 5 �: .5 AkD BLOCKED PER -E DOLE o._ SIDE 7 e � IscE , s a ! J - 1 5ER 3 3 Q -ES S t' • 24' L p bo • 3' bo • 3' 450 . ` - /� T 1T L'•_ .:35 .�.1 -'-J �I DC NCT .iVi`27Q ✓E \ 1 _5 "a.0 S-+E. .ifl 3iPi 3.5c 3x STUDS • 3 II ".5 S,8' • 2�' • .0, a bo • :3' ba • S' 545 c = r I +-=- _' 1+1ALL 4130/F_ 4 I -ALL BE-CA- 8 S`. _ES CR SC.. RE \O A\ ;CCEc -'.3_E !.ALTER\ 1.T1VE PANEL EDGES � W i ' L 4 ROOc � 0i _ .GTE 3vLE5b O` =Q a NC EWCsiriEER'Ys ANC TC V:+ _S �Q .EE !s^ATEC 5..E +R : -.LL °=+ _S °' USE 3x STUDS ! t2 `=5 5i8' • lb' ,x,35 CLIPS :,' Rf.L45 :I, E^-,5 585 °_F J' ; f ' I I I o\S �.. \C °Q^. r �_.. \ - -ESE R:w\fs5 .HESS ° °QC / a. tics 0.. v.Ai E X • g' pc • 5 ' be • 4 ' t ; - t R04F i FL40R SHEATH IN iCs . - 3r s ^ OS D - = m I ' I L -- EAT- '!NCs: /'6 O S p. �2 :'E - 5-.YEA -•-• \Cs 0) _A' *' �,* * b' S8 `;10 50E5 1 ' ..5 L/ RO- i • ,8. .2 -4 5 - AGCER 5- EAT.."6 I 4 D ES 518' • 16' 435 D_;°5 6.:3 • 4' ,E,- + 4. - 90 _r 4. 1 } C_E.�•R 5E'. -rEE\ PANELS - 0 A__O_. =OR EXPANS ON \.: _ \G S- -•.;L,_ 5E 80 6• cc \'S .:r 3, 5'..05 • • = c 5 .,- ' ; I DB RI- � _ a i t G PANEL EDGES ,=\D '2' cc AT IN ER" SuPPOR -S. PRO✓'DE EDGE CL :PS • 24' DL. . 41E . EDGES ; C 1 T. --- s A ..NSUP°ORT EDGEES. A.LLOWAS_E D'AP+- isc.:.r SNEAK = '80x0$2•'42 s '2)R ,'S '2 'Z S .••••••.. EDGES F_COR S- ?EA - . -. NG. 3. C. ✓X 43 --• .._ Q:+ r✓ � _ - (48'24, No:.: AND 3L..ED o" 3 3 Q 5/8' • 7' • 5' wl?�J bd • 3' O^. • '500 O�- rwl.. AD-4ES I VE S+-4__ CO'FO -' - 0 APA SPEC .' C.= ON 4FG 0 PRCv'.^. E - 4C.- -:T • v ,c 6 . R 0 U LONG PANEL. E.DGE S. N.L. _'*:G- S1-.A__ 5E 70c b cc P.:?E_ ED 5 AND. C' oc ..E'E ,- ..445ER AT 'NTQ :: E' "ED' St.:P.OR`5. A..`_Ow.»S_E D',:+,P- ;2A^". 54-4 EAR =215x0..82.. - -p5r ••.:R080ARD. SIDING 8,, = ' ` 4 �R > GZ.A� °ER < 8 .� 5r8' • 48' Qj bd • 5 b • 5' :G 0 = 0 3. PL"iUOOD S4-4A•__ B= _AID L.. .ACE GRAN °ER°'ENDIC::_AR - 0 SUPPORTS AND END -S3O REPOR 23.9 � < E i I- 1 O Cr u. a O CC M v O w - U Z w 414 ,Th Q c: Z E' W C ' 12.1 ; ` - - - -- i- • L rTc ` i i + + -i y��Q 0, i r- - - - --• q�� y��\Q/ W © Ili / / t 1 / . 4r I , 1 / 1- L u SHE. C� >� REAR . DESIGNA' ON5 Ir - 1 1 - - .1R - I - ! 7 -- 11 - _,..i, 1 4,1 1 7 ' " . _ i� `..ice'.' I S2 i 1 c I 1 REAR CO III - . . i r -1 - - - • ,,, ,fi, 1 - D 1 1 T75' • SNEARUTALL 00 m 1 1 1 - ._ 1 DE5.GNA .. N� 4 ' 4 v j F t _ 1 I i I � L �AD Fc SA ` A \ _ _ ® I PI -6 BE ' Cr j O :. 41 - + ' u. , S -- - , ... 7 - �. TRLISSE TO RCG'F CO / ' - - i k RAM_ - �' I , i .... 5 51-1 • 1` r r I � 4 - INTERIALLS 0 N M - -- I / 1 G l 0 3�i E P ' -4 , r 1 I I 9 I ` c ! C ID - K 'E I�. � � O I( _ r - -- �f 04 A, I i J r� �' 1 � I WO I Lim , 1 � ` N Ct CO CrY ® 1 _ - �� .___ >_____ T b I ‘_.,..o L? ( 1 l e �'j/ I I I CITY GF T`, } { ! !+ D ' Si' I I R AP 1 [ : ! ramil EC 2 3 ��� �� �' co t- - -- • - -- _ _ - �� LRP ' • �_ C � 1I.i r r�ri -y -�s•r� I I' , fir r "; :,�.y ; /ii ` •S 3 \'/ j ‘42 i - rti� - - - - - ii - F-14112,____ I PE I a -41 i - 1 , F x> Q _ F -r-q---- , . // - , . IIIVAtib' 1° Q�Ix 1 . 1 Q` � p I I �0� - 1 �] -' � a I l i r , „�/ ��. I I -.1.-1 - _ FRONT __- TITLE - -- P {6 NO *); N RECEIVED ( ; LR CITY OF TUKWIt A 9902421 __ ` - JUN 1 0 2002 - FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS PERMITCENTER 1997 UBC �,� &Ile 1/V.I'_o' Scale 14'•1 -0 SHEET SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'W S TAMPED" ET CALCULATIONS S3 L 2)0 2.00 IS 5 ___.! • I