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Home My WebLink AboutPermit 5351 - Silverview - Lot 10 New Single Family ResidenceCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 1,849 BUILDING PERMIT Work to be done 452 - NEW RRESIDENCE Site Address Suite # Building Use RESIDENTIAL Assessors Property Owner JAMES R. HELM Address 10525 S.E.. 1881H RE.N1UN, WA Contractor COUGAR MT CONST. #COUGAMC141JQ Address 10525 FOR BUILDING PERMIT ONLY S E. 188TH PL PERMIT # S-/ Control # 88-169 (513) Tenant SILVERVIEW Mr 10 Account # 77964U -U1UU RENTON, Approved for Issuance By: S q • Ft. Office Storage/ W e arehous Retail Other Occ. Load 1st F1. 2nd F1. 3rd Fl. • Total Fire Protection: [] Sprinklers [' Detectors Zoning "'/ Type of Construction Special Conditions A Phone # 226 -8724 Zip 98055 Phone # 226 -8724 Zip 98055 Date: < < Files sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL of Construction $ 129,016 $ 741.00 $ 482.00 Receipt # Receipt # Receipt # Receipt # Receipt # Receipt # 18.50 $ $ 1,241.50 FOR SIGN PERMIT ONLY 0 Permanent 0 Temporary j Single Face [] Double Face [] Wall Mounted E] Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO NCEL THE PROVISIONS OTHER STATE OR LOCAL LAW REGULATING CONST CTION OR THE PERFORMANCE OF CONSTRUCTION. fl':" ��"� Date /4":"V- V101,911,-0R--e LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 nsed under provisions of r usiness and Professions Code, and my icen is in full force and effect. ,t Contractor (sign i�- /�'C Date c OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I,' as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date_ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - OAP? BUILDING PERMIT Work to be done Site Address 1, - '' ' Suite Building Use RESIDENTIAL Assessors Property Owner JAMES R. HELM Address 1U525 S.E. 1881H RENTUN, WA Contractor COUGAR MT CONST #COUGAMC141JQ Address NEW RESIDENCE PERMIT # .�'�/ Control # 88-169 (513) 10525 S.E. 188TH PL FOR BUILDING PERMIT ONLY Tenant Account # /7964U -U10U Phone # 226 -8724 Zip 98055 Phone # 226 -8724 RENTON , 44A Zip 98055 Date: , •, Approved for Issuance By: 1 S Ft. Sq. • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd F1. 3rd FT.r Total Fire Protection: ❑ Sprinklers ( Detectors Zoning Type of Construction Fees sq. ft. @ 1st F1. sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 129,016 Bldg. Permit Fee Receipt # $ 741.00 Plan Check Fee Receipt # $ 482.00 Demolition Receipt # $ Surcharges Receipt # $ Other Receipt # $ Other Receipt # $ TOTAL 18.50 $ 1,211.50 Special Conditions FUR SIGN PERMIT ONLY 1 ❑ Permanent ❑ Temporary 0 Single Face [] Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR•-e NCEL THE PROVISIONS '314 OTHER STATE OR LOCAL LAW REGULATING CONST TION OR THE PERFORMANCE Of CONSTRUCTION. Styned�,,�,____`i�J� iy_1✓ Date -%"Y LICENSED CONTRACTORS DECLARATION I hereby affirm that I a.— Hciensed under provisions oZsiness and Professions Code, and my icen is in full force and effect. ��' Date 7 Contractor (signature) �''�e . - ( ) 1, as owner of the property, offered for sale. ( ) I, as owner of the property, Owner (signature) OWNER - BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 S9uthcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 .....................« s,+=.......,,................... �..,..,........_._.....................,».._«,,.......,«.,., w.. �^ e, n. a...,. a^ x�>.w wwuk?.' tiW. 31tki5N 'ttiirtt.{tiilik".,«rY.l'� . INSPECTION RECORD PERMIT # S3 S Date - - / ? —ki Type of Inspection tr-.d Date Wanted -t.(---Fr-1 a.m. p.m. Site Address / , 4-1 5Th 5 P' 1 Pt z., Project,,�'� jj , -a Lo .71- / o Requestor n ml1 - ,„1- Phone # 2 Z G - i 72'7 Special Instructi s 'Inspection Results /Comme s: dr 7? Inspector Date •g'- /'^ P. .CITY OF TUKWILA Building Division Tukwila. Washington Boulevard Washington98188 :(206) 433 -1849 'e?..1Miq%'Rs'.WM NNwewmm+.wr..0.0.04 .... 000.0 0w..:.. 0........+ r.. w.... a.... o. e. a.... w«..... Wu..+..........,...,....,.... wn....,. ew...: rr� ,.n..mnngmx..rtnic�mn+nak. +etL+ Type of Inspection tic INSPECTI,QN RECORD Site Site Address /6,v 5'.2 S 3''`� Requestor .C3c,ca( Special Instructions yr PERMIT # 5. s Date / — 5 — F9 At cross ^ Date Wanted rn, / -6 -11 q a.m. p.m. Project Jt-gdu- vc.e� L0 ¢ /c:, Phone # 838- 6i .2./ Inspection Results /Comments: efe03r // 14 .' Date % y =e.'c.ri CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd; Tukwila, WA 98188 433.1845 Permit No Date Job Address CORRECTION NOTICE The following items are found to `be in violation of Ordinance and shall be corrected. ,',5 -x ce i� !' ! ivci/ T /7 i : -/ /4.1('t-. !. = :/1.1/9.4.3.` . :.,.�: �/ J1- -, . /1r•�r'/ ,‹.27•' /4'2/, , ; ; "- ∎...' 'JAI : _ %f'j % .5 M C ,ai ''ice: 1-4- e�� be use d. 43-id! oike -11 Q fPke4 ., GiT!:64l ''% %iii'- ' ( :7271 /).1.1!:" J/7 —O- tJ' :;49,'2/ / Signed ` "�'�?� -.. C�_�,�.� ,._ .. . Building Official /Inspector iitittitikti$MKOdek. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)'433 -1849 C INSPECTION RECORD 74 PERMIT # Date Type of Inspection 444 - /"?...o 4 Date Wanted / -- -GP7 ' a.m. p.m. Site Address //,,,1-/.-2- — .i A?), Project Gam',. ,,V01ri,%;i.e..✓.4ti:7.)!G, Requestor Phone # Special Instructions Inspection Results /Comments: '. -1a%, MO F---- .-- Inspector Date CITY OF TUKWILA Building Division Tukkwila�t Boulevard Washington 98188 (206) 433 -1849 INSPECTION RECORD l PERMIT # `7 Date 12, , -,�3 -5 Inspection d'Afl, 4.7154 /447 Date Wanted /2 27- () lti � ✓Y`� J� r Project 5 1 tavVle .40 Phone # yCLi kgi/e &- Type of Inspectio Fy Site Address Requestor p.m. Special Instructions .. "PS )'OW/ -1i�r[.J Inspection Results/Comments: //IMO/ ir/ %.. �'�2/6./ - .,7'41 gAe.L4Ok an l� CITY OF TUKWILA Building' Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 :;:Type of Inspection Site Address Requester Phone # Special Instructions /9 /0- t//0_% i<itin,�1,� "L% 6-2 g c C.a./I/ v Giear,-c / • Cc:~6i;;ond '� /l1 —,.•—........ ..................»,,...... n.., e. n,.,. ��. �mnaw ...a+a�wrrvwruwns,,ttw:':iG:.. ... ; INSPECTION RECORD PERMIT # Date Az- �' /z Date Wanted 4,2,.- .2-.2—ePer) Project %� .m. Inspection Results /Comments: G.."7"•fie-- ii/04). 5 �� — te/c Date /.ice^ .2- •-e›., Atmotoimat ii577t +„1h!R CITY OF,TUKWILA Building 0ivision 6200.Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTI r RECORD PERMIT # S73 S / Date r). -/3- Date Wanted /D- /y - A �.m,� p.m. Site Address / •) " PL Project , Suiv- . 14 ,3 74-7o equestor cr"— Y Phone # Special Instructions 226 -- s7a Inspection Results /Comments: 5.4"_ r��'�'.;Gi'a'•t/ �l/�' %G�`�- Inspector Date /1 - /fr / ^eeP iea: l;r{ CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 (% 433 -1845 Job Address /;! CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. 77*-1: Pt /0972641 -i :1"r../ % ;le.', - //141).1,>". ju )jJ . SeiE• i/ AZ26'64/E!) �?► 50R-7j / r:•,u'r/V/I,,;9n/ /1 // r % vG d1' G /;1;z it/r. --' 77//// /i )' %. Arc, r ,ft/ /h �� / 1) 27,7 4 A.A.. 4.f /9 5 G / /t.'ti1 /AG• // j, ' / ,�� 5%2 ,&2 /i %f'`% f'"/ i1'�' /� /G/`/ (/3";:i.::,), /4/ %e'(:/t/ // 1: 9 ��% r" / //r �l �.:f: c'''J''� // 0) G,..41)'` • ,L) 77 / /•= T7-t? :1 �- Jf j ) / G� °i`tt..�� .�'; l %,c /!�'��G,.� !"�j; <; / ` �, ' ('rr_'i'r'7 /"h�C %�/� `�•• � L��j /'•;, }'� /'�,X -' � •. ittAf< T' 1l/ /i.i- t%6/11;i99 r '/ // 77-zi ,4,: -1(,) )Y/'= 7/' .'/> —Air 770; (/ A7 Signed 1x�� - /'r_ • Building Official /Inspector CITY OF. TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 1' ::.tf,r;a Type of Inspection Fa-m4. A - -- Site Address / cf �3 P1 S, Requestor stmt ,:+ VV.w mIXtn� INSPECTI ,rN RECORD PERMIT # Date Date Wanted 7Licuo P- (,(-S'y p.m. Project %/-mLtJ`z4 ) 7lic) Phone # 4/..77 / Special Instructions Inspection Results /Comments: a K T O J t ) — ' Tpspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection Site Address 'Requester Special Instructions if2S�b".;h� I➢r4fei4n W`ABbY:. /K <4c" -Z 7( rr+n.er1.74.0, 6,511 .,iw4reVrA TAWwarn.,ar e.. a.+ m.,e .>.c.rnan.arve.Acxrw+.w<u,uvwww: 406. 041.. . aRUtawuai, INSPECTION RECORD PERMIT # , 3 Date ,g-- ,- Date Wanted J' no Project J' Phone # p.m. /U -- Inspection Results/Comments: Inspector fit44q. - Date Earth Consultants Inc. Geotechnical Engineering and Geology 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone: (206) 643 -3780 / Seattle (206) 464 -1584 MEMORANDUM FOOTING EXCAVATION EXAMINATION DATE FOOTINGS EXAMINED 8/5 (a) PROJECT NAME <c /C,..V (// t" Sv.a.bi V oti t-or /D ayF PROJECT LOCATION* 53 2-P- R-4 CG .5007 '� PROJECT NO. 3473— 10 OWNER OR CONTRACTOR. _J" /-4 -'- DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: 4.4S7 A.16, 77::$ A, i FOOTINGS CONDITIONS OBSERVED 4LL 7ecorkv65 Fo ,eM cm/ Sb /L. tA/ /T'1 /A/C, /4:13 au4 -r . -/S REMARKS: The undersigned has examined only the footing and /or caisson excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the conditions occurs, we should be promptly notified. JU /fv S7-, .CEV /CH NAME THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKW I LA BUILDING PERMIT NUMBER _ ..5-4__ . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all as piping) . 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be pasted at job site prior to start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 9. All Construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). Site and footing excavations to be inspected and approved by soils engineer prior to placement of concrete. One copy of soil engineer's report documenting site findings and approval for placement of concrete shall be left on site for building inspectors use and one copy forwarded to Tukwila Building Division for file. In addition, an inspection by soils engineer will be required after foundation has been constructed, but prior to backf i 11 i ng, to ensure installation of footing drains and their tight-line connection to the storm drain as described in Earth Consultants, Inc letter E-- 3473 -1O, dated June 7, 1988. Two copies of this report shall be forwarded to the Building Department prior to the start of any framing on this house. Citc of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 City Council 433-1e00 June 22, 1988 Mr. Thomas A. Barghausen Barghausen Engineers, Inc. 18215 72nd Ave. S, Kent, Washington 98032 RE: LOT 10 - Plat of Silverview - Site Plan Approval 16452 - 53rd P1 Dear Tom: The Public Works Department has reviewed and approved the subject site plan for the subject lot noted in the RE section of this letter per the following comments and conditions: Prior to picking up the drainage permit listed below, contact Becky Davis, Permit Coordinator to have the permit prepared (433 - 1851). The Building official and Planning Director shall approve the release of this permit. Storm Drainage Permit (Permit Fee: 625.00) The contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommendations, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Public Works Department. If you have any questions or I can be of further assistance do not hesitate to call me at 433 -1856 or 433 -0179. erel • rnil Fr ser Senior Engineer Enclosures (4) xc. Dove Grage /Becky Davis /Rick Beeler /Duane. Griffin /Moira Bradshaw 4 1W O . tni 0 r 0 • 0 0 as c O) v r E 0 r N d t r N r • c E 0 0 r A NoTe. L ST11%.,4- X,3 EL :O 3 EFLkt. 73.941 09(' y c_o•sT2c4 v W Cl) AD- a) pec • 1 Nnb1 111.4 1,iinn. Cn,I sea CAM. !AO • • ••I I r,n•u id .r -l1 n1 1 CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -1845 UTIL ERMIT APPLICATION (please print) SITE ADDRESS 16452 - 53rd Place, Tukwila, WA 98188 PROPERTY OWNER Cougar .Mountain Construction CONTROL f Slue*. vi'tii) Lat-4p- 1,0 PHONE2 8724 ADDRESS 10525 Sr 1ARrh. Ranrnn. (L& ZIP 98055 ENGINEER Barghausen Consulting Engineers, Inc. PHONE 251 -6222 ADDRESS 18215 - 72nd Avenue South, Kent, WA zip 98032 CONTRACTOR Cpuaar Mountain Construction ADDRESS 10525 SE 188th, Renton, WA PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: -toT Sizes: Meter Address (if different from site aaoress) BWater Meter- Temporary: No:_ Sizes: Water Meter- Exempt: No: Sizes: Meter Address (if differe —from site address) PHONE226 -8724 ZIP 98055 Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood Zone Control Other *For sewer /eater refer to: Val- Vue.Sewer District - 242 -3236 K.C.W.D. No. 75 824 -0375 WATER METER DEPOSIT /REIMBURSEMENT WATER METER BILLING NAME NAME ADDRESS ADDRESS CITY, ZIP CITY, ZIP PHONE PHONE MONTHLY SERVICE BILLINGS TO: Q water Q sewer [(metro NAME ADDRESS Q standby PHONE ZIP DESCRIPTION OP PROJECT Q Single Family Residential Q Multiple Dwelling: No. units Trilex H Hote1x IC Apartments Li Other • Q Coeeercial /Industrial: Office Q Warehouse School /College /University H Retail Church Other • MISCELLANEOUS INFORMATION (] Condominiums BHospital Manufacturing [7 New Building: Square footage - [= Remodel /Addition: Square footage of origgpinal building space Square footage of additional building space King CountyAssessor's valuation of existing structures S Valuation of work to be done S I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME,TO BE,TRUE.AND CORRECT. Applicant /Authorized Agent (signature) DATE (print nine) Thomas A. Barghausen PNONt206)251 -6222 Contact Person (print name) Chria Placeotia/Barehaua■o En?inaare PHO42011251 -6222 Address 18215 - 72nd,Avenue South, Kent, WA ZIP 98032 (12 /W1.UTILAPP) Earth Consultants Inc. Geotechnical Engineer., Geologist. d Environmental Scientists June 7, 1988 E- 3473 -10 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 10, Silver View Tukwila, Washington Dear Ms. Bradshaw: We have been retained by Barghausen Engineers, Inc., to provide an opinion letter to your office as required in the SEPA conditions relative to construction for the above - referenced project. We have conducted a general site visit of the property, and have also reviewed the amended report and supplemental report prepared by GeoEngineers, Inc., dated, respectively, March 30, 1987 and June 1, 1987. These reports summarize geotechnical considerations for development in Silver View and include recommendations for founda- tion preparation, site drainage, and other issues that are typically addressed as part of a geotechnical analysis. We have also reviewed the plot plan and house plan prepared by Crane Design, Inc., dated July 31, 1987 and submitted by the owner of Lot 10 in Silver View, which we understand will be submitted to the City for a Building Permit. Based upon this review, we conclude that the geotechnical recommendations and limitations outlined in the referenced reports will be applicable to this project, and if followed appropriately, should adequately address the construction requirements for the project. We recommend that footing drains be installed around all perimeter footings and tightlined to the storm sewer, that foundations be placed on competent native soils or on compacted structural fill, and that all cuts be made in accordance with the referenced report recommendations. In order to verify that the site conditions are as anticipated in the referenced geotechnical reports, we recommend that Earth Consultants, Inc. (ECI) be retained to examine the site and footing excavations prior to placement of foundations. 1605 136th Place N.E., Suite 101, Bellevue, Washington 96006 Bellevue (208) 643.3760 Seattle (206) 464.1584 222 E. 28th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 98411.9998 Tacoma (206) 272.6806 Ms. Moria Carr Bradshaw June 7, 1988 E- 3473 -10 Page 2 If the plot plan or house plan should change from the current submitted drawings, ECI should be requested to reevaluate the suitability of the site for the proposed structure, and to respond to this effect in writing. Our review recommendations and conclusions are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Respectfully. submitted, EARTH CONSULTANTS, INC. Glen Mann, P. E. Vice - President DG /GM /kml THB COLORADO CORPORATION Land Development/Real Estate Investments May 31, 1988 Mr. Phil Fraser Senior Engineer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Request for Public Works Approval for Building Permits on Lot 10, Silverview Our Job No. 9003/2262 Dear Phil: Pursuant to the building permit procedure for residences to be constructed in the Silverview subdivision, I am enclosing all of the necessary documents associated' with this process. I would like to request that you review the enclosed plot plan, together with the other enclosed documents, so that Mr. Jim Helm of Cougar Mountain Construction Company can obtain a building permit for construction on this lot. I am aware that you would prefer to review plot plans for all of the . houses within this subdivision at one tine, however, due to circumstances beyond our control, we unfortunately are only able to submit as many applications for permits as we receive plans from builders. Again, whenever possible I will attempt to submit plans in groups, rather than on an individual basis in order to streamline the process of review. I thank you for your understanding and attention to this matter, and look forward to hearing from you in the future. Thank you. Resp ctfully, ris Placentia` Project Coordinator CP /sm C355.04 enc: (1) 8-1/2" x 11" Site Plan, Lot 10 - Silverview (1) 8-1/2" x 11" Xerox Copy - Driveway and Storm Drainage As -Built Map (1) Xerox Copy Supplemental Notes (1) Xerox Copy - Geotechnical Recommendations (1 Original.- Utility Permit Application cc: �� °J$ ll�eli►inl • Cougar. Mountain Constructioe Company (w /enc) 18215 72nd Avenue South • Kent, Washington 98032 • (206) 251.6222 SUPPLEMENTAL NOTES AND SPECIFICATIONS STORM DRAINAGE CONNECTION - SILVER VIEW 1. Contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommenda- tions, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Building Division. 2. All roof downspouts must be tightlined to the public storm drainage system. The plot plan shows typical requirements which shall be adjusted based on actual downspout locations. 3. All tightline shall be 4" PVC, Schedule 35, unless otherwise noted. All 6" PVC as noted shall be Schedule 35. (Note: 6" galvanized CMP or aluminum may be substituted at contractor's option - 16 gage minimum required.) 4. Any tightline under the driveway shall be 16 gage galvanized CMP or aluminum. No PVC under driveways shall be allowed. 5. Any bends in the tightline system shall be provided with clean -outs. 6. All pipe to be laid in Class "B" bedding unless otherwise approved. 7. Roof and footing drains shall not be tied together, except at the system outfall below the lowest point of the drain system, at which . point both systems can be tightlined together into the approved public storm drainage system. • 2262.37. ORDNANGS AO_ -user ----cF---- larre 88 *"-- 86- ka9 M TYLael:0447-FrAMEGAW4V-- ot 11.91 op CoNSTRUcTION vni (4-5EPARATI 014 iS11AA1, GrwArte..4 I-VAR. ON CoccRACoe..5%De ot4L4. a. LocaTioN ON FiRopEON: 5tva 0.K. NeEp pi ivvetiat4 10 f.6Nr_rp e%-,1031-154 "BM& LocA11oi4 114 WTI4 •soop-11)1RecAlov-1. ta4 eluitAuGi kisico4r/ Ng eiorus6: -5, FLOOR. AREA lorss LA?peR. RR. i4 Tara, L ZZCoci 001600 ASSZURgtigi•M_ OGGUPthINICAI fANS. SMOKE NAMASi 4241- )(1 1, ENco Mug! Ng RE* RECtir64 _NcYceD _otNI 1:Y0A:us__ _ 12.4__compLANce_. E. AffizokALI&ComPwcv _COfrIptIANcee. _X..1.3 .. - ... 2.25.5 ..._.../Alm. : ?me Fr6 1� i e?0 -T- eao MAR. 87.. ...... . ........ . L2 _��_rN61NEE125.... ti VouW� rGi ...I�r' 21D. = ..20 • 77*., .• - ...t- c146e5T_- SVAt4: v 115"0,.rc.v (iA )C106 . a, UP= TELEPHONE MEMO RE: 61 l- veeuteI.c) LOT 10 PERSON CONTACTED: 4 S.3 i- L 4 ZZ(.0 -- 6 %ZA} PERSON CALLING: / Ga.,eteeAcf• 14(.14-141,6 1'1" DATE: IO:ZO4,M. INFORMATION ITEMS: LIsTTD 3• ?..c:-Ca-IQ 2-AI o Gam' vb' ` 4crl 2),IZ C,Lb — W,QtAc,l.N ? 0 • T�1 T I 32� JAL 0.AL v " is "+fit -oF4L S AVV? K• �•l t () CoNtiecrioN '/..5 C. .L AJ4--S . 121 M51,15101 E 1) CALL ocjr °lF-ateltiq fog 11.1f6eWcrtoN 5 s Li ulri fit, 1 Nn1•1 W..i 1 Ai ran Cnuaro Fnntano nrvw Il r "-rt n 1 THB COLORADO CORPORATION Land Development/Real Estate Investments May 31, 1988 Mr. Phil Fraser Senior Engineer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 Co?y RE: Request for Public Works Approval for Building Permits on Lot 10, Silverview Our Job No. 9003/2262 Dear Phil: Pursuant to the building permit procedure for residences to be constructed in the Silverview subdivision, I am enclosing all of the necessary documents associated with this process. I would like to request that you review the enclosed plot plan, together with the other enclosed documents, so that Mr. Jim Helm of Cougar Mountain Construction Company can obtain a building permit for construction on this lot. I am aware that you would prefer to review plot plans for all of the houses within this subdivision at one time, however, due to circumstances beyond our control, we unfortunately are only able to submit as many applications for permits as we receive plans from builders. Again, whenever possible 1 will attempt to submit plans in groups, rather than on an individual basis in order to streamline the process of review. I thank you for your understanding and attention to this matter, and look forward to hearing from you in the future. Thank you. Resp ctfully, hris Placentia` Project Coordinator CP /sm C355,04 enc: (1) 8 -1/2" x 11" Site Plan, Lot 10 - Silverview (1) 8 -1/2" x 11" Xerox Copy - Driveway and Storm Drainage As -Built Map (1) Xerox Copy Supplemental Notes (1) Xerox Copy - Geotechnical Recommendations (1), Original - Utility Permit Application cc: I(r[T'Jii tr Helm; Cougar Mountain Construction Company (w /enc) 18215 72nd Avenue South • Kent, Washington 98032 • (206) 251-6222 SUPPLEMENTAL NOTES AND SPECIFICATIONS STORM DRAINAGE CONNECTION - SILVER VIEW Contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommenda- tions, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Building Division. 2. All roof downspouts must be tightlined to the public storm drainage system. The plot plan shows typical requirements which shall be adjusted based on actual downspout locations. 3. All tightline shall be 4" PVC, Schedule 35, unless otherwise noted. All 6" PVC as noted shall be Schedule 35. (Note: 6" galvanized CMP or aluminum may be substituted at contractor's option - 16 gage minimum required.) 4. Any tightline under the driveway shall be 16 gage galvanized CMP or aluminum. No PVC under driveways shall be allowed. Any bends in the tightline system shall be provided with clean -outs. 6. All pipe to be laid in Class "B" bedding unless otherwise approved. 7. Roof and footing drains shall not be tied together, except at the system outfall below the lowest point of the drain system, at which point both systems can be tightlined together into the approved public storm drainage system.. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20S) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM TO: .1�1 FROM: �L rAttyl 90),(A.4i DATE: 6 -07 SUBJECT: _ / t G.± OW /Fet_.5 4.6,01,g 004 , (2u /0/c, /95??, (Le' it /q, ?5 -7L cb -4- J 5T 9 /q d k. ("9.‘7b= 6/5, WO► OO 25 x /3 PC qv 0-4 /A n-/ /, 5O (10 /T2.MEMO) WAIIVAAMWASMWMIWOMMIMMMIft Cl,pr OF TUKWILA 6100 SouthcenternBoulevard BU%" DING PERMIT APPLit' ``,TION Tukwila, Washington 98188 Control # kt106) 433-1845 " 4 1 1 4 ( 4 q 5 3� I (vr '5 53 44 60. Si to Address ,Z X /��c�pilc�r�"c/ �1 Project Name /Tenant Valuation of Construction - 7-�.a� g Assessors Property Owner _ryl.,s- .07 Address 745-2S- Applicant •� .4n2 Suite# Floor# Account# 1'f 7 16 1-10 — 0/00 Phone �Z� Zip Phone 2-2- 8,72¢- Address /UPS /��' /°""7 Zip ��''STS Architect /Engineer Phone Address -'82? .��- �� D %1.�� Zip_ '/ Contractor elgc �-- License# /�„,e../¢/v" Phone „ 6',�� Address / _ s'.:. /.�� rr1.? Zip 9c4 Class of Work:(�j New (] Addition D Tena:Improvement [l Remodel (residential) El Reroof [] Demolition [� Interi Dlition El Other Describe work to be done � -, Type of Const. (UBC) Occ. Group (UBC) Square footage of entire buildingz3Gi' f -73a ' Square footage of tenant space Building Use Will there be a change of use? [] Yes 260 If yes, describe change of use, including square footages of changed areas Will there be storage or use of fl mmable, combustible or hazardous materials on the premise or area of construction? El Yes / No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signatur- Date (print name) Qi? f 44; Contact Person (please print) FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other Phone OFFICE USE ONLY (000/322.100) (000/345.830) (000/386.904) (000/386.907) $ 7q /,U0 3.50 Receipt# ' Receipt# ,3Co /5 Receipt# Receipt# Date Paid -7-a. Date Paid Date Paid Date Paid 7.f4L'- Receipt# Date Paid *New construction only TOTAL 19614,50 (OWES: $ 7Y ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage pf Entir 1777 OCC FLOOR USE /Occ Type SQ.FT.,LOAD USE /Occ Type S1.FT. LOAD. USE U TRACKING 6E�1' BLDG IRE Hpprovea for lssuanc 2--48 To Mahan: Building: OCC 0 T• :SIFT TOTAL S .FT. -- !a COM TOTAL OCC. • IN MINIM wmuMwilkwwwwlimmwwwwwwaw......wwwwwwwm - ye— o.onst. Date Approved: Approved (Initials) lGl,;L. Per letter dated /1✓�q Fire Protection: p Sprinklers ❑ Detectors r-/ C ssio✓s e•y' G.4,131e Approved (Initials) 4/1 BAR ❑LA 1 U /B, Zoning g- . Setbacks: N - S - E - W rag 2 Parking stalls required for: Site 2 Tenant Space Parking stalls provided: Site 2 Tenant Space ADDITIONAL PARKING STALLS REQIIIRED: pr Approved (Initials) Per letter /plans dated / '111P tVe 0-11-4a Lt.r. 1-t)-Eig 6.ED,A2.• I)' I A AKIN MIMI BUM • M. TETT FT:Ln 'FETE EnTn drrEE . . • :::•%: NO • • Mr • tcfro 100e11114141411141111 MS Oil MIMI* 11•11 *MI 1111111111111 Com 000 $100 co Ow 4000 00 ad 1111,00--- disdallt 10000 UM 0104 Pm 4 0,00 —.3....1101 OW 00 00100 0000 410 10 00 1110001•00 I, :00 40 041051■140 Os OM 4nittalt /,21:0 Kn'anYtis an saw* 011 als110 00 00 00 00 MIMI OM Mt Ilk 0114 NO gm on -nunatio anew Winn ontior maw wo oNitssi t 4 MN NISI IX07,190.1kolla IMAM 101040 Maid einlim 0I0 No NO NM Aft Iste 0010 inati,a0 KOKO 0400 444110040 001100 00611.40100 ow moruountWA 0114014da 107041.00:=7:r..401.1=0T "140".:1100,2117100"1001 004 daft Wow> ION Mit/A11010111110 MIN • 111M0 N. Mr NM ■011D .1W 11011Ull - • Esmng,zweemstammeit Zac 566a. 1 allIM Mall nil RIM= t ism .I wog mosigemaismag Isom t. N WEN id ing a :ma t ti mesemol ItIgi III gangsligagni lama lungs Nam FAA r,17:1 ti NIMain Mom • 414 0.N •±41i Mimi* 410 nor awnin• ow WI on ow IM:100 t 1100 00 0111000004 0 00 die I-4 401004 410 4400 410 iist Winn wpm on Ina 02110400401141.:. 4000 NOV '00 ma On NM ow 00 001 al 404001 NO 010 0014000 V a -- 411111 • will 0010_ ;01 VOrdsii lassuiume. a44 No 00 041010 mum AM 00 0 -100 114%.: OW 4118 41114 OW 00 NW 410110 01 Me 0000 14. NMI lier k 4144101110 111111-.1 114.1111," .1411.4 Odd a am 401100 • 110101 Os am dm 41010,' 100 pre dip Or, w-- 1 100414 .01140k 0040 WOO 00 0400 00 WO 11010000-4144 40 00010 le 010100 44S/8 *44.44/146r#M141 7=01 OW WM 41111411111111111844/4 00 1100, eras 1 .010 Se 0010 010 40 Or 0111 1110 a. ON 40d 00401110110044 dm" so mit 0140000 411.1 • 111111111111*,■11111111•11111111, 11111-11.14111$11114 MANI ilii41144111441-044.111 MIS ov-ailicamiw..1, ...•■•••••• •--1T •-•"7-; -,*tt :- Sheet All Ideas, Designs, Arrancernenta. Drawings and Flans Set Forth On This Sheet Are The Original Work. Product 01. Owned Sy, And Are The Property of Crane Deily; and Uso Of This Sald Work Product fa Limited To A Specified Proisitt Of The Purchaser, and For The Construction Of One Building. Any We, Rouse or Disclosure 01 Said Pians, Reproductions Ideas, Designs And/Or Arrangements Other Than Crane Design I &nay Prohibited fti Law Without The Written Permission of Crane Design. w.- r-- ..r.-- n�.ri...o�w...� Mbwa•w..wwi+++.+rwV %..1:.ti....w__ _____ ,.ti.._ __ _ It right elevation ! /$'° (Z 6, i Drawn By: Date 7 31 8 rear elevation 1/4" cTv OF TRW APPROVED J)g919 Sheet la RECEI'V'ED COZY OF TU W L 1988 BUILDING DE d. All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product O. Owned By. And Are The Properly of Crane Design, and Use Of Thla Said Work Product Is Limited To A Specified Project Of The Purchaser. and For The Construction Of One Building, My Use, Reuse or Dksdosure Of Said Plana, Reproductions, Ideas, Dative And/Or Arrangements Oihor Than Crane Design is Strictly Prohibited p3+ Law Without The Written Parmlealon of Crane Dssig; :. 041 388 ,+m .,rusru rmrr a wx,. r 7 + zsa ;rrr.� ;A -3 s• -t, c .3.v �liaku�•,.•hrxe15iw; "!i. /51-6" 4445, wo 6.(tois 14D12_ • • ,J„,Ta.. u... ED'S zaciTeb ir•rei vtIA-Ela z;:.Frr t,,er Lw 79, Q IMO -Iv /0 " 1 -9 j ‘4":40:4111/i1k... ArAvaluAllratilln '.. CID Of 1110,0141A APPROVED „rib_ lca 6-0 (7-yP ,13/2.,044E — 5&Fr 7/4 sdaFr. Z36,9 main floor plan I/4" • stasTelcha. it451-atlaszriON Ut-1vae- .4.5-Fbo4Rofs4Vs Feg.NAMA‘t.mpacliotli RECEIVED CITY' OF 'TUKWILA JUN 3 1988 8UILDN3 DEK, All Ideas, DesIgna, Arrangementa Drawings and Rena Set Forth On Thls Sheet Are The Original Work Product Of, Ctwned By, And Ara The Property*: Online DeiWin• and Use Of This Said Work Product Is Llinited To A Spec:Iliad Prokact 0: The Purchaser. and For The Construction Of One *MOW PAY this. ffijas 0t DiTrciMuf*-01 Said Plana Reproductions, Weak Designs And/Of Arrangements Other Than cialWit 0,601 I StfiCtiy Prehibited 1)? Ls* Withoiti TM Wolt•ri PreilfilSiqpn OtiSbark verseelowelasismanuassow .fivIc...4.4.-.34/1,401#30t144ort-w,o.rxx4.„••■••••ro.voo•pc.v.0f•te-4404.0.#111e7111WAfW•04•41,1WII4A2Pr.A.---J.••4-4- krtatertr",',-,30,6=0,1445P,100;f11ty,01Wearigi4N+4•tte . - • • • , 11 • •• '••••••-•4•, " • • r••• • • .6"4.0', • • , N.,. 1- • • ...1.••:‘tri-14•-••'‘.. • ti,z, y . • Drawn By: Sheet 2 �t file.y..?.w.m,wp. • recolve. =30 ck-crCc Acrais:56. -rt, ALL ATtIC, otweAs (4/ dyfg Mope. at.ep.o. 0Space. A.FAcce opetAti4ci. tgovese LocATS4) ti4 Govicsir_e. 'goo upper floor plan 1/4' 1,10TEs ALL 1-1&'4>e2 S To BF 4ieett UNLEsmi.Jarei) cxn4Erawl%e CITY Of RAMA APPROVED J'Jt. RECEIVED CITY OF ruKvvitA JUN 3 198E" BUILDINO DER All Ideu 00Signat, Arranflarnants. Drawings and Piens Sot Forth On This :meet Are The Original Work, Product Of, Owned By. And Are The Property of Crane Design. And Use Of This Said Work Product is Limited To A Specified PrObct Of The Purchaser, and For The Construction Of One Building, Any We. Rause of DisciOsurff Of Said PsM RaPrOduclions, Ideas. °Feigns AncVOr Arrangements Other Than Crane Design s Strictly Prohibiterifty Law Without The Written Pannisslon o Crone Design. Drawn By: .,; Date _7 51e? Sheet 3 of Plan No. 0413. aiv 41' co �'` �'' �r -1. ,.� 4• o► h•► r.� 4'l$ �' ' ra 41/b. W-1 fir✓ r-i -i 4 %0ibs duo FELT I) X2.1 11Ee M t . A CA- &IE F'ai't 1 - so -V1) z.z5 4 7 ' - gi t t MI 01 Recsit), fyo.Y CANIT UN'NE °Froott)e. U!�� .F.o c4iMt -&a9 ' Q. I s%t %( ) 00344 7.crePt,, ce 'FOVNt.c.TLOtl 50 $e. Not LS551&44tJ I2. "ii4tCA4 AM EXTEiV L. S NA IA (p" ,tripe -ctCzt;'QL.Ac L:.)AL,L. . 3ioi () u; cs.:• _ 5 " - i er-i gxI, pi-41 All Ides, Designs. Arrangements. Drawings and Piers Set Forth on This Sheet Are The Original Work. Product 01, Owned Sy. And Art The Progeny of Crane sign. • and Use Of This Sold Work Product Is Limited To A Stcdiad Prolact Of The Purchsaer. and For Thy Construction Ot One sui4e.mg. My tie, Ramie or Di ure Of Said Pisan. Pegroductione6 idosa. Designs A WOr Arrangements Other Tun Crane Design is S$nctly Protrltvtod BY lew WItt wt Ms /Mitten Pormise n of Cm" wt24, Qes 34 " socr -rhigo iS• ALL ATTAd (40 iTh- CAS4r- -tk-EAv, -Room c:DF a31 eta- MvieS •1:17.4:›0 PE -7-t-XO Istar -RD ISE_ LocAR-s-t> t La) t-ksee 4_ Le. wepouv> Accew. „ tiir6.TeJ;6es e E411 0.c. HALF igusst- e 0 c. te01 EAF-terz..43 e:i:J;,grs cP Zdesa. C. /6) 2,(4'. L 70 F76 A 1 L A -Re0V3E9 12-zt,- ‘s\AM20517t)rf--17.6.‘ gctdcdkaD, 117 roof plan 104n (JUL 211988 I 1 CRY of iblittui A PPROVED JUL 1 1988 An ids Designs, Arrangements, Drawings and Plans Set Forth On This Sheet AM The Original Work, Product O. Owned BA And Are The Property of Crane Oa, and Usa Of The Said Work Product is Limited To A Seseffied Protect Of The Purchaser. and For The Construction Of Coe Building. Ant* Use. Rousso; Oedema Of Said Pions, fisproduction% Weals Designs An4rOr Arrangements Oittor 'Mon Crams Ozeign I ftictly Prohibited fly Law Without The Written Perraltsion of Crane Design. • IiiiiiiiiiiiiiiM1111111111111111111111111111111111111111111111111111111111 "'- ir.11111111111111111111111:1111111::1-11 111H111111111111111111111lilli1111111111111111111111111111111111111111111111 • • I< • "!/.ex /5' cSw L- !V .5%8'" x /s" D /N //sl & O oM S /DE L.i SOL.7• F3o -r-r OF �PAG Kai %O &Lev -L/:,« "-- 504.7- -7 -iRz., t--/r/-6-7/60 % " 0 /.4 80 4:7:5 Gz-v --Lr:t A-r-r.'Acttom,;= T 45 cam--° P2...a/.j -- 04 )3 Be . �o,R Ccvc -A/ t av/v-7-A /At Co.Jsr'R GT - /0'i CITY OF TUKWILA APPROVED DEC as '9 BUILII "G DIVISION • .ter -..., «�--- _:- •.:_.:: -+�._ ._ :...- .-'�— _ — _ 11`1i11ll1111 111111111111111. 11111111111► 111111111 11111111111I1111111I111I1I 111111 I I I1 0 1{ TI,S INC1. 1 2 illllili11111. 11. 1. 1. 11111111111111I11111I1111111 1111111111111111I11111111111111111111111I I 9 I 10 11 MADEINGEAMANY 12 the mzcrofalmec� document is gees clear °than`ttcls o thi. quality .,of the origirxa %" document +ram n r -k, w e+.s� =`# s. IIIIll fii' t'' IIIi1111111111111111111111 'IIIli1111111iiIIiI''li 1111111i111111111111111i11111 0 r 'E A o• o . c E =OZ E •••• nook wall 3/8" sink wall 3/8" rgwa1L3/8" ref. wa I I 3/8" 8b -Left =.Ft1 c, ra*t F-zp 4L an Of IINNINA APPROVED. J t71_ 2 section thru I/4`° RECENED CITY OF rdtztAnLA JUN 3 198 �a�i�.ntn DEF' At! ldu . mss. A renilencoreta Wowing* aid Pons Sot Forth On This Soot Are Tho Oric!nal worm Prat tx. *nod fit, MOM* Th. Precredst to Otitete Cam. snd Use Of This go/d Wkfvk Product ht Llm*ed To A &pecM led Probrct 01 TM Purch000rl and For lb* Canatsuatil3n O}f Oto Striddino. My Ow Neree er ttscreitere.of Said ins. RRprnductictNt Mee Designs And/Or enereem. Other Than Crew h♦ Strictly Prohib d By Lief Wlekwt ThoWthteriPeratfasi0 of Pager llll1 11 ll•l• 111111 )11111111111111111111111111111 1111111111111111111111111111111 111111 fn>pti 1 issaTr Itjm -I1''1 di 0,104r; dq 2 ?i r1UP! 4U fez: t tt -Ism re T1 I N ,I et ear . - -Iw #,,t.PLy. ")rtf P-11 t ... -k r t pt u, _- ie;,1'. �r wli'i4 t A IZ) �I O.G -:'EMI .vt4- et 1 • Y.etrot. EM. -- rri?�8 15e4Trati 'GYP Gig Zit' 1 IZ, do' A•6 e 5'-00 0;G. 41'.612.4ser 1i1-1- -1 KATr ILJs. 6M• PER Rein �''�tt' GK►T 1Yi:. "lt11A --4xei Sti er bar ------ °I off` Feel I /za dp Y3a r IPr ?IIJ. exotic Pt tc - Per- AtILL vt-sout .t :. t-, ti tom. o y. -- Z: court-,.resA.e, 11517 1: rholl0F1. 2-s t t?'• 1-"it Its- 5r.t.:` /1/Z 10 As @ 151-c0 C NrRACTOR r0 CHECK ANO 0 NOT SCALE DRAWINr.; - CONSTRUCTION TO CONFORM STRUCTURAL NOTE: It DESIGN LOADS a. b. c. d. e. vER IFY ALL OIMENS ION' USE DIMENSIONS r0 rHE LATEST EDITION OF THE U8C Roof Live Load 25 psf (Total Load e0 psf) Floor Live Load 40 psf (Total Load 65 psf) Seismic Zone 3 Wind Load 20 psf Soil Bearing Capacity 2000 psf Assumed 2. FOUNDATIONS a. Assumed Max Soil Bearing Capacity .000 psf Undisturbed b. Pour Foundations Only On Undist:ltbea Soil. c. Under Floor Slabs Compact Fill to 9`5. MMO 3; CONCRETE a. Foundations and floor slab concrete snail be f'c.o.75 (2500 psi) 1,875 psi. Maximum water to cement ratio; 5 -1/2 sacks of cement per cubic yard of concrete and 6 -3/4 gallons water per 94 lb. sack of cement- MO psi assumed com- preslve strength at 28 days. Minimum coverage of steel; 3" bottom. walls. 4; REINFORCING STEEL a. All reinforcing steel shall be deformed, intermediate grade, billet steel- ASTM A615 -'2 Grade 40; new, clean and free of dirt. b. Splices, where located and approved shall be a minimum of 12 inches diameter or 30 bar diamenters. c. All reinforcing shell be tightly tied and supported during construction. d. Welded wire mesh shall be ASTM -1185. cwt. 2 " sides, 1 -1/2' 3. WOOD a.Per UBC Sec. 2504 !b. Joists and rafters, 2' Nominal HF No.2 KD, Fb -1150 psf for repetitive use. c.•19eams, Headers and Lintels; 4" Nominal, OF N0. 2, Fb -1250 psi. 6" Nominal, OF No. 1, F4 -1230 psi. d. Studs 2x4 of 2x6 HF Stud Grade 03 Fe -725 psi for repetitve use. e. Glu- Lam ?°ems 20F (Fb -2000 psi) or24F (Fb -2400 psi) UBC -23-10 f. See Plans for plywood. 6. STRUCTURAL STEEL All structural steel shell be ASTM A36; nee, clean and free of rust. 7. STRUCTURAL FRAMING Framing to be in compliance aith UBC Sec. 1702 Provide nailing in accordance with U9C Scnedule 25 -0 Provide solid blocking at joist supports and bearing partitions. Privide bridging at mid -span of all scans over 8 feet. Use approved joist hangers where required. Roof trusses; Sizes to be ve:treed, detailed and faoricated by truss manufacturer. Installation ana bridging shall be per manafsctures speCificstions and instructions. ‘-)41,11, Bt.4e.41 rt . Pant !are 441 411cc7 iL 41.01g - -2/. li' 4 eolvet. ritL a. b. c. d. e. f. GENERAL NOTES 1. Crawl space ventilation. minimum net area. 1 sq. rt. for each 150 sq. ft. of floor.;rea. Openings, to be placed as close to the corners as prscicle and shall provide cross ventilation on at least two opposite sides. UBC Sec 251ece 2. Crawl space, unobstrur.ted access. min. 18 "x 24 ".Sec.2516C2 3. Attic ventilation.; 1/150 of attic area or ):1300 if 1/: is In soffit and 1/2 is 3' above plate tine.UBC Sec.32060 4. Attic access min. 22"x30" with min: 30" hesdroom. unob- structed, readily accessible opening. Sec.3205a UBC 5. In rooms not provided with an operable random of 1.5 sq. ft. or greater, a mechanical ventilation system, capable Providing '5 air changes per hour. shall be provided. Sec. 1205 UBC. 6. Vent dryer, bath fans, and ranges /ovens to the outside. 7. Garage and house occupancy separation min. 1 hr. taoed and finished. Section 503 c 4 and taole S -S, UBC.Carage and basement supports to be 1 hr. 8. Tile for shower shall be 6' above finish floor with water reistant backing. 9. Egress is every sleeping room shall have a minimum net clear opening of 5.7 sq. ft. The min. net clear opening height dimension shall be 24" min, net clear opening width dimension of 20 ". Bottom of opening to be not more than 44" above floor. 10.Fireplace code compliance per UEC, Chapter 37, and local building dept. 11.Hearth extensions; Hearth shall extend at least 16" from thafront of, and at least 8" beyond each side of the fire- place opening. Where the fireplace opening is 6 so. ft. or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond, each side of the of the fireplace opening. 12.Application and installation of insulation and vapor barriers shall comply with the 1986. State of Washington Energy Code. 13. Glazing in compliance pith Sec. 5406, UBC, UBC Standard No. 54 -2 and Washington State Safety Glass Law. Exceptions Exceptions are as outlined in Sec. 5406, UBC. 1a. Glazing in locations subject to human impact such as glass on doors, glazing within 12" on either side of a door opening, glazing closer than 18" to a floor, shower doors, and tub enclosures shall be wire reinforced, tempered glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass doors to be safety glazing, laminated, or tempered glass. 16. Shower enclosures shell be approved wire reinforces. tempered or laminated safety glass or shatter resistant plastic. Sec. 5406 UBC 17. Glazing within 18 "of floor and greater than in least dimension shall comply with impact loads. See plans. Sec. 5406 and u8c Standard 54A. 18. All exterior wall glazing shall be double glazed and comply with the 1986 Washington State Energy Code. 8. STUD WALLS Amer eire mid re re r■wei tem all ins -i .-Th : 2.-154 •tc,LjD_ -te5r E weep 'S c -- - a. b. C. Use 2x4 or 2x6 studs at 16" 0.C. per UBC 1702. Double top plates shall have end joints staggered not less than 4 feet. All sill plates on concrete eoundatiens to be pressure treated. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTER- ISTICS OF THE SOIL, OR GOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. Crane Design has taken every effort to ensure the accuracy of the attached drawings, however it Is the responsibility of the contractor to check and verify all dimensions. The attached plans are the property of Crane Design, Inc. Any reproduction of the plans will violate copyright laws. The holder or the drawings must pay a fee for the use of the material therin be subject to legal action by Crane Design. Inc. The purchaser of the plans allowed tc bulls one structure per set of plirns purchased and will be renulred to pay additionni fees if more than one house is constructed it may have a letter of permission from Crane Design Inc. • 9. ROOFING a. Apply roofing in accordance with X18: Sec. 3203. b. Provide attic ventilation ac lndleatte en roof framing plans. • 0 C»Z ter 7i't Oi.J • A1'fl v' J 1L4 floIJ . °(tD QFS <. E ' ci tiP s4i1)1L'S 7 trwa GG,K r . e'cevo.4:,Z11:-/s-7r 1~.4 . Ct i Nee..441 .T' t' ii-. 4ii -rret. z ENERGY NOTES PER 1986 WASHINGTON STATE ENERGY CODE Provide and minimum added insulation level of- R-38 Ceilings aith electric resistance Heat R -30 Ceilings with gas haat R -30 Vauited ceilings R -I9 Walls R -19 Floors over unheated spaces R -8 At slab perimeter, installed horizontally 24" under slab, when concrete floors are within 12" of grade. All glazing shall be dual glazing and sq. ft. of glazing shall not exceed 21% of gross floor area. All openings and joints in exterior walls shall be sealed, caulked or eestherstripped at limit air leakage. An approved vapor barrier shall be prooerly installed In roof, in enclosed rafter spaces, formed where ceilings are applied directly to the underside of roof rafters, � Th s' Rai' also in exterior walls. install .4 mil visqueen ground _over. lapped 1' -G" at joints and extended up to foundation 'wall (required at all crawl .4.411 -We Il.JW1J fti , Yriiu 1. _ it , ..p� isesItT>R L' '_• e), _ � .y�E1•111:4 ' 11..eU MP ._.._ L5 Ti`�r..s!�: ♦ MP.._/ r f- •lr"'y,tt ,1cm• - '._ r 4IJ( . b. ,44..ou GI ! u Do° J 't /1>P6 '56 u4 .f 123 -1 tie ee- cow. tw ?tW' 4.ie%6 E rtsj. AM 1tJ,rer.'T� spaces } HvAC equipment shall be sized no greeted than 1255 of design load and a minimum rated output of 75%. Thermostr E0 controlling haat supply to more than one room Clip -� e"'KY"' a night setback. COT Sr RAMA PPROVE(1 JUl. 1988 tx etM J Fireplaces shall be provided with: a. Tightly fitting flue dampers. b. readily ac esible manual or Auto controls. Showers shall have a flow costeol device to limit fiie4419 max of 3 gpm per shower head. Water heaters are required to meet ASHRAE 90A -8C. JUG3 9 _MAIA163.1MY.....SAQMOI -The Contractor Shall Check and Verify M Dimensions.- A;i Id eas . De sign s. Ary ange ments, D ra wings an d P la ns Set Fo rth On T hIs She et AreThe Or lnal Wog tr. Product O. hie d y, Ap ills 4r1 Crarte Dssi( in- and Us. C Phis $aid work Produ ct Is Lknted To A Specnied Pr otect Of The Purchaser and for The COnatru4UEOn QGte i' • A oDt1 ul0 Ot Said P sn. R4poductions, {loosDesigns And/Or Arrangemens Other Than Crane DssgN.is Strictly ttrotebGd ffii► t ive i1PNi f'{heftrit 1 rrtt s i of Cam* (maw. • r' •�vrr� .� rc