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HomeMy WebLinkAboutPermit 4718 - City of Tukwila / Bicentennial Park - RestroomCITY OF TUKWILA C• Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address New Restroom BUILDING PERMIT PERMIT # Li r% Control # 87 -138 550 Strander B1 Restroom City of Tukwila 6200 Southcenter Blvd S. L. Larson Const. Co. 20038 15th N.E FOR BUILDING PERMIT ONLY Suite # Tenant Blcentennia I Park Assessors Account # 41 /,q Tukwila Phone # Zip Phone # S q • Warehouse e Retail Other Occ. Load 1st Fl. 312 2nd Fl. 3rd Fl. Total Fire Protection: Sprinklers (J Detectors Zoning Type of Construction Special Conditions 433 -1843 98188 363 -0194 98155 Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ Bldg. Permit Fee Receipt # Plan Check Fee Receipt # Demolition Receipt # Surcharges Receipt # Other Receipt # Other Receipt # TOTAL 27,400 $ 265.00 � $17.2.AD 1 -50 $ 438.50 FO R SIGN PERMIT ONLY [[ Permanent 1 Temporary [� Single Face Building face [] Double Face [] Wall Mounted Free Standing [[ Other Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECUMES NULL AND VOID ABANUONtD FUR A PERIOD OF 180 DAY I HEREBY CERTIF HAT I HAVE GOVERNING THIS T PE OF WORK W VIOLATE 0 C CEL�L THE P Signed C64( J7. IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ANY TIME AFTER WORK IS COMMENCED. EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES PLIED WI 'WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO OTH..STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I hereby affirm that 1 am lic Contractor (signature) LICENSED CONTRACTORS DECLARATION ed under provls on of th Bus }ness and Professions Code, and my licens 4.4/ /Z- Date 1 �/ S. .. G/?(. &,2 G'D`/? 7T ) e- -1Zai.- OWNER- BUILDER,DECLA RATION I, 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. Date is in full force and effect. Owner (signature)_ '°'.CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address New Restroom BUILDING PERMIT PERMIT # `� - Control # 87 -138 550 Strander bi Restroom City of Tukwila 6200 Southcenter Blvd S. L. Larson Const. Co. 20038 15th N.E. FOR BUILDING PERMIT ONLY Suite # Tenant BOenfenn1ai Park Assessors Account # -1 7/Fl Tukwila Seattle Phone # 433 -1843 Zip 98188 Phone # 363 -0194 Zip 98155 Sq. Ft. Office Offi Strehoorage/ use Wa Retail Other Occ. Load 1st F1. TTEFT.- 312 3rd Fi. ( Total Fire Protection: ❑ Sprinklers ❑ Detectors -Zoe i.ng "" Type^ of '-Contruct's on• - Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 26,400 Bldg. Permit Fee Receipt # $ 265.00 Plan Check Fee Receipt # $ 172,00 Demolition Receipt # $ Surcharges Receipt # $ Other Receipt # $ Other Receipt # $ 'TOTAL'- $... 438.50 FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary [] Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign/face ;' 'h) +j Total square footage of sign Special Conditions 11115 PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION :AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK`IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. i I-IHEREBY CERTIF1( THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS/T PE OF WORK WILL BE C PLIED WITH "WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE 7, ,C $CEL THE P)(OV1SION %•OF ANY,' DIRER —.STATE OR LOCAL LAW REGULATING CONSTRUCTION OK THE PERFORMANCE. / OF CONSTRUCTION. Signed, - - ( G(40 ( i�6? '— - `, - Date /��}� LICENSED CONTRACTORS DECLARATION I hereby affirm that I am lice sed %under provision 9f th -Business and Professions Code, and my lIcens is in full force and effect. ? g 1 Contractor (signature) ��Gt• ?•iQ LA T -- it_ Date r/ ,.ii OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date :: 1MAMk IYIIrYS.9tssLww:<rrasr.ewu.u, ,CITY OF TUKWILA 'Building Division 6200' Southcenter Boulevard Tukwila, Washington 98188 PERMIT # 477 % / ,S/ (206) 433 -1849 .......................�..... n.«.... e,.,..su,......v. r.n..ww .. r. na, va.•... wmn ,•�ntw�4.�In,)vxs:k.SnX:i'ha.v ...•.uN.'.T:tY: 4'."^si ; „i�Y:Y�..::::1s1.2i:;] �:L!:�t: "'`�3� 1`11�t.L'i;t'tysYi,Y, -i :G::':n�e +�CY4:'.:t. INSPEC'fN RECORD ------ ---„,) Date 7-.2S-5-7 r Type of Inspection �-- 644-.----- Date Wanted a.m. p.m. Site Address S5-4) S *,mss, .A. .4 4.4 Project YLn2W. J ,��,2/ Requestor Phone # Special Instructions Inspection Results /Comments: Inspector Date � f.'? CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ..... :..v+Y*3zt1•.: '.," J« 4i.?: 1Nu� 'id$i'kgzY„1'i;�.ikt2??I.': Type of Inspection RACLI —gbab7.7071.41 Site Address 5525 o2'r LI71'J Q3I Requestor /1O n'1 polg.&t) , 3L MA..X2P Special Instructions INSPECT'.`.N RECORD PERMIT # 147/i( Date 7 -RC/- 87 Date Wanted 041,C.., a.m. p.nl. Project ea.4frAJZi(2L Phone # Inspection Results /Comments: Inspector Date 7/,?7/S7? CITY OF TUKWILA Building Division 62001outhcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection 141,,,Lt-t,ey--;\ Site Address 5052, ,i,& Requestor Special Instructions INSPECT,,N RECORD PERMIT # 7/?7 Date Wanted 7//7/7 a.m. p.m. Project Phone # Date l Inspection Results /Comments: Inspector 20/40q /(..1;;;—) Date 7f //77'7 CITY OF TUKWILA '.Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection fvdo,,,.7 Site Address S S o 5 ry ev Requestor 5,7.114, Special Instructions Are, vrit41944 ci5tr^'At ,,WitTh ri);iA ^:ttOltS;f,'a+.'t t INSPEC ION RECORD PERMIT # /17/5 Date G /iy /B'7 Date Wanted s!, .2. 7 Project ece4.004.vd/ Phone # 363 - c' /5'S/ ,Ids /el ,H se f14 t e7vPd adove Aoi- p.m. Inspection Results /Comments: f"- 2 €,,14i,trt a7k---z6.--e,q,, ( c,..0 /% Inspector X(7-ifttl dlect_ Date //..2 A//5% 7 ilL6pd1:1MIFaf [N,lKevlN:Y.�bbRYylplttr!¢tM:IC V,tiiri,iwr.iamrv�«nwo +,nw,.n �x ww,.i, nua w w.. rnav,..r:«w « CITY OF TUKWILA Building Division 6200'Southcenter Boulevard Tukwila, Washington 98188 PERMIT # (206) 433 -1849 Date 6/// fez Date Wanted 6,/;/,7,7 �,m, Site Address .-3-D 5 - niev 1/v17 Project ,(3i oe� V .r, a/ rd Requestor Phone # • Special Instructions •,. +�+wx�nMW.¢°- .�:Y;niltro.:i/u' k. i•. ii::.... M' fii'; pi':+x!2't!!S..1,A7.f2AR.10P..' • • INSPECT •1N RECORD Type of Inspection 15;2,02//1" Inspection Results /Comments: 1& (?es4tead -v Inspector 0124 44 Date ///17 Permit No. • CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Date 4////f)7 Job Address 5--0 /19 1././e/ CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. :1719 r if. 0 17 (se,) , c2, ; .P) 0 / or lie /16/fr" i;kt ?i-) / (-1/6, AdV(Z/z4.44.-/-04.0.-/ .• Signed 4041'i' , Building Or clal/Inspector CITY OF TUKWILA ',Building Division 6200 Tukwila,,tWashington ul98188 (206) 433 -1849 Type of Inspection Site Address 53 Requestor Special Instructions e,WCcfl .. ww. �w.... �nf; wi .q�strulMrth:Mil'eKn.NK�a+'3'J� '.�Ytf�l d. ^n... ? {!k'Yi�Y.lf >� INSPEC1VN RECORD PERMIT # 47/% /g' Date 44.07 Date Wanted 57/07 7 a.m. p.m. Project ���,,,....,, it Phone # Inspection Results /Comments: 6,, Inspector 74411 -/ Date -6- 2/r2 GENERAL NOTES ^ P 1. APPROVE AND RETURN SHOP DRAWINGS AS SOON AS POSSIBLE. TRUSSES WILL NOT BE FABRICATED UNTIL APPROVAL IS RECEIVED. 2. TACOMA TRUSS SYSTEMS ENGINEERING RESPONSIBILITY IS ONLY FOR THE ENGINEERING OF TRUSSES AND NOT ANY SUPPORTING STRUCTURE OR FOR LOADS OTHER THAN INDICATED ON SHOP DRAWINGS. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. 4. CONTRACTOR MUST INDICATE SIZE, WEIGHT AND LOCATIONS OF ALL MECHANICAL UNITS OR OTHER CONCENTRATED LOADS IF PRESENT. (INCLUDES SPRINKLER LINES 3" DIAMETER OR LARGER). 5. ONLY TRUSSES AND ACCESSORIES ON TRUSS SCHEDULE ARE TO BE SUPPLIED BY TACOMA TRUSS SYSTEMS. INSTALLATION IS BY OTHERS. 6. REVIEW TPI COMMENTARY i RECOMMENDATIONS (ATTACHED TO TRUSS ENGINEER- ING) BEFORE UNLOADING TRUSSES. 7. REFER TO TACOMA TRUSS SYSTEMS LAYOUT FOR PROPER LOCATION OF EACH TRUSS. TRUSSES ARE LABELED BY SERIES (LETTER OR NUMBER). B. MINIMUM BEARING AT END IS TO BE 3 ", UNLESS OtHERWISE NOTED. !. BRACE TRUSSES PER TPI RECOMMENDATIONS, ENGINEERING, AND PER STRUCTURAL DRAWINGS. 10. ALL HANGERS, TIES AND ANCHORS ARE TO BE NAILED THROUGH ALL NAIL HOLES. 11. 00 M T OVERLOAD SINGLE OR GROUPS OF TRUSSES WITH PLYWOOD, ROOFING, TOOL-3—OR OTHER CONSTRUCTION MATERIALS. 12. DO fQT PERMIT CUTTING, DRILLING OR ANY DAMAGE TO THE TRUSSES. 13. DO 1O1 NAIL INTO TRUSS MEMBERS AT CLOSER SPACING, ALONG EACH ROW, THAN 4" 0.C. FOR 8d NAILS, OR 6" 0.C. FOR 10d NAILS, OR 8" 0.C. FOR 16d NAILS. 14. 00 NOT MAKE FIELD REPAIRS WITHOUT WRITTEN APPROVAL FROM TACOMA TRUSS SYSTEMS. NOTE TO CONTRACTOR ALL DIMENSIONS, QUANTITIES AND DETAILS AS SHOWN BY TACOMA TRUSS SYSTEMS r� �o O APPROVED MAY 1 1987 O APPROVED AS NOTED 0 0 REVISE / RESUBM IT PUI y W' tJdUC WORKS DRAWINGS ARE TO BE SIGNED BY CONTRACTOR. APPROVAL AND DIMENSIONS REQUIRED PRIOR TO FABRICATION. DATE. SIGNED: r dr Aaur ft(d-4448 z r� v s r/' -Deers S/( Dead - /0 - er a- I I, PaAL TACOMA: 847.2204 • SEATTLE: 622 -7199 20617 MOUNTAIN HIGHWAY, SPANAWAY, WASHINGTON 98387 DIVISION OF N F SA— LARSEN tAliSTO.., t R ;VIRW Date 161 By sX.w.,�.. ya AS,` T'7$L a 4.14 i5,441,6") 6 d 0,4.) j JOB NAME: LOCATION: ��G ) l/!/O. HATE: y- a ���1 • A IS SINNER INCORPORATED f 7 O' • WO cn >¢ LI z CV CC J O •-•• C, 11 W C= CO J LJ ICJ r) W LJ 1-1 —q (.1) V3 N N rn • t L/2 +4.00" CT) ll) CV 7. W W Z J CL = V W J S g I- V7 W W co IL. J 1 Cr G. 0 W tnr- la m N ?10 CV 111 0)r- • r-InI -0) Cn VW) ?tn 0 0 0 N L7 CC Z = CC W ?CC CrX CCW0I -W OZ• -•71- W 111 -+LD OW r- r- rD 0 r/ 11,1 IO1.011Dy' ¢)r- CD Irr N Ul Q O U CC CD x 0 L9 CC 0 L Z CC IX S OIC►- JV)ZJ02 CI¢WO) -O V ZZLJSS OFL LUMBER • •. C O -*L A u Z' W1- 01—N) W C= . . '-. 1 _1 .- 0 T. W I- UItuV) Lz-.-•2 CD 2 O >= - r� z � o O . U1 L.Z. - n W W Q N C' O J COLJ XW - rn - C_ Q tr. 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T T Lrl Lt) 1 1 01 Cn T T U) U) 1 I m 01 ... T T U) U) I 1 O 01 .-..-, T T ID lr) 1 1 01 CT ........ T T U'1 U) 1 1 Cn rn i T U7 U) 1 1 O) CT .- .....-.. T T Lf) O I 1 O1 r- -. ZUT 1 I; T T T 0; T g i f t � ' ' ' O •••• O 7' O. 1 1 1 1 1 1 1 1 1 1 1 1 1 xXCD01Or 0L'"1 ti) 7 r• La 011-1=N •I m ti .-.. -. ... -. .. -, .1. ..... .-r ■• .- ......-I S W WLUtJWW SST. HF i N0. 1 HF 0OmLL.U•) 7' I.I. I . r. N LL LL 0 0 LL L- Z X 1 1 1 1 1 1 CC LL.LLlLti. I. -U F F 1 N • N •. t.,000u00 •z •z VV •-. CO ll'I ZU ZU rV N N •-.. • -. _ _._ 7. W W Z J CL = V W J S g I- V7 W W co IL. J 1 Cr G. 0 W tnr- la m N ?10 CV 111 0)r- • r-InI -0) Cn VW) ?tn 0 0 0 N L7 CC Z = CC W ?CC CrX CCW0I -W OZ• -•71- W 111 -+LD OW r- r- rD 0 r/ 11,1 IO1.011Dy' ¢)r- CD Irr N Ul Q O U CC CD x 0 L9 CC 0 L Z CC IX S OIC►- JV)ZJ02 CI¢WO) -O V ZZLJSS OFL LUMBER • •. C O -*L A u Z' W1- 01—N) W C= . . '-. 1 _1 .- 0 T. W I- UItuV) Lz-.-•2 CD 2 O >= - r� z � o O . U1 L.Z. - n W W Q N C' O J COLJ XW - rn - C_ Q tr. 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H CC O LL O W T W W CC 714- 627 -7411 5690 SCHAEFEA AVE..CHINO.CA.9171O YRaNy INDUSTRIES 4. �. ?: International Conference of Building Officials EVALUATION REPORT Report No. 2878 Srprrmber, 1965 Filing Category: FASTENERS - -Steal Guual Plates • XANAX 100 TRUSS PLATES XANAX LNDUSTRIES 5690 SCHAEFER AVENUE CHINO, CALIFORN1A 91710 1. Subject; Xansx 100 Truss Plates. 11. Descriptions The Xanau 100 Truss Plates are punched from No. 20 gauge `dvanitud sheet steel cretin mechanical require-11111n as Isiah- lathed in U.B.C, Standard No. 27.1 for A446 Grade A or higher WNel. As an alternate, plates are manufactured from No. 20 jai ge Type 304 stainless creel having minimum yield strength of 33,000 psi and a minimum uhimite strength of 45,000 psi, The plate hat 12 nail -type projections per square These loch of plate, projections are approximately % loch king and approximately r/e1 inch wide. Teeth alternate at approximately Vie inch and 1� inch apart in the longitudinal direction and rows are approximately V. tech on center in the cross direction. Tooth groups alternate symmetrically from longitudinal row to row. Plates are available in increments of one inch in width, up to 12 inches, and 1 inch in length as required by the design. The plates are applied to truss members in pars on each face of each joint by moans of a power press constructed in accordance with the manufacturer's specifications, Identification; The Xanex 100 Truss Plates are Identified by "'" stamped on the plate. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with U.B.C. Standard No. 25.17, Findings IV. Fiedingr That the Xmas 100 Truss Pastes described in this report are an alternate method of caastrrction to that specified in the Iles Ualfaras Building Coda, subject to the following conditions; 1. The connectors are hstalled M set forth in this report, 2, Allowable loads for the lianas 110 Truss Meta are a at forth le 'Dole No. 1. S. The allowable bode wily be lesereand for duration of load 1. acconlaace with Section 1604 (t) 4. 4. Casnettors are Installed M pairs on opposite face, of the mein• ben annected sad are oat installed at locations where knots seear, 1. Imams at the am section of the steel plates are not in sxeeu of the v permitted in Chaplet 27.r the code. The minimum leadlt lad is determined by multiplying the Ntkkscy ratio tiisaes the gram are of the plate times the peel design strew. 6. Where a o.•hour fhe.rultive rating Is required, see Etalua. dos Report No, 1632. 7. The allowable load values are recommended only when pens. Inns designs and calculation, are submitted and accepted by thee Cade and spectfj �tnngg alit fabrication inspection will be Smalling le acardence with Section 2910 (h). It. Tromso are Individually dasiped lo accordance wltb recognised segbleeriry principles, This report la subject to reg aminetion la two yam, • TAiILL ii0.1— ALLOWABL8 LOAD IN POLINDIPIN il)OIIARR.INC$ OF KLATI CONTACT.411EA ,. T� Li111N1t gnaCtM Y M ttNCllCaltt re , a►lil{bL4aikin :: • • lean Ma ocnkiioorm- .nietv'... olieeltan of Led ugh Il,tyofrrr Lonath WM ►lass SMashn of Lehi IAAIloeNINfar f•0na I el far Nssa _!OVT4 Otwetlon M tae/ eiaA. 0pNtf.aM WWI el w Nob M Leas wilts bop Om !Nob . ouwaon • sad • .. rI1An,speotI fate Worn tl fat !Isis ' Y. 00' X40' e N'e r40' sir~ 0' a0' 100 170 90 174 90 163 90 113 90 S6 26 • ICOD ivdutiiion 'rspons pre issued,oislj, to provide Information toasts A aw nkis elsbe brgant also.' d the code upon whirls At nprt w .band: Evaluation wens ore not in be construed as representing aesthetics or any other attributes not greeyleany addressed norms an en4rsewent or ree.mm,sdation for use of the sob Jest rrporn.. . This report is hosed upon independent tem or other technical data submitted b the applicant. Mt 1(50 technical staff has reviewed the test.nrsulti and.or other date, but does not possess leer feel M irirs to matron indepdrnl Pcrlfiaion. There h no warranty by ICAO, expressed or impiiid, as today "Finding" or ether matter in Mr report or as to any preselect cowed by the report. This disclaimer includes. but Is not limited W. sarrchasitability. • Pea / oI $RACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ©TRUSS PLATE INSTITUTE, INC„ 1978 INTHOOUCTION In recognition of the Inherent safety of a property braced roof system, the apparent Zack of knowledge of how, when, and where to install adequate bracing, and in 1M interest of public safety, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, hes undrtaken the preparation of these tecom. Inendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, repro ern*tives of the academic community, and independent consulting engeneers) have been devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in Minging,practical 1NId handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for Onsite handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative recommendations. While the recommerMatinns for bracing contained herein are technically sound, it is not intended that they be considered the only method for bracing a rool system Neither should these recommends lions be interpreted as superior to or a standard that would necessarily be preferred in lieu of an architect's or engineer's design for bracing for a particular roof system Thew recommendations for bracing wood trusses originate from the collective experience of reading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be prevented only as a gude for the use of a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Intl tute expressly disclaims any respontibillty for damages arising from IM use, apphca. Pen, or reliance on the recommendations and information contained herein by building designers or by erection contractors. cl` ♦s a .T1 III IVA However carefully wood trusses are designed and fabricated, all thn 1s at stake in the final erection and bracing of a roof or floor system. 11 n at this critical stage of construction that many of the really significant design aesumptions are either fulfilled or Ignored. If Ignored, the consequences may recall in a collapse of the structure, which at best nit substantial lots of time and materials, and which at wort* could result Ina loss of life, The Truer Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are reconnmended for the design of Individual wood trusses as structural components only Lateral bracing, 11 may be required by design to reduce buckling length of Individual buss members, Is a part of the wood (ruts design and is the only bracing that will be tpecdled on the Trutt design drawings. Lateral bracing n to be supplied rn the sire specified and Installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector mutt ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Special design requirements, such al wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses mot* be considered separately by the budding designer. He shall determine site, location, and method of connections for diagonal bracing at needed to resist These forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the budding designer's framing plan as part of the design drawings. Brune materiels are not usually furnished as part of the wood truss package, and should be provided by the budder or erection contractor. The builder or erection contractor is responsible for proper wood truss handling and for proper temporary bracing. He must enure that the wood truret are not structurally damaged during erection and that they are maintained In alignment before, during, end alter installation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied as lath truss is placed in position. 2 Distributed by: WOOD TRUSS COUNCIL OF AMERICA The design of wood trusts in accordance with TPI deign criteria altumes 1. Trues members are initially straight, uniform in noes section, and uniform in design properties. 2. Trusses are plane whodunit components, installed wMia1M, braced to prevent latoal movement, and par*NI to arch other at the design 1011(ing. 3. Trues members tae pinned at pints for determination of uiel forces only. 4. There is continuity of chord members at joints for determine bon of moment strewn. 5. Commission members are laterally restrained at specific lots• dons or Intervals. 6. Superimpo,d dead or five loads act vertically, wind lords are applied normal to the phone of the top chord, and concentrated beds are applied at a point. 7. In addition to the lateral bracing specified by the trues duiguer, the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every trine member M the position assumed for it in design. 8. The building designer (not the trur designer) will specify sufficient bracing end connections to withstand lateral loedlrg of the entire structure. The theory of bracing Is to apply tutlicient support at right angles to the plane of the Truss to hold every truss member in the position assumed for it in design. This theory must be applied se three stages. STAGE ONE: During Building Design and Truss Design individual trier members are checked for buckling, and lateral bracing is specified es required for each truss member, The building resigner mot specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all trues members, so bead, tend to buckle together as shown in Figure 11b). This may be accomplished by: 1. Anchorage to solid end walls (Figure 1(c)). 2. Diagonal bracing in the plane of web mambos IFigure 1)41). 3. Other means as determined by the budding designer. 3 � 11.•101.11111 b1r,'e0.0W 11.•1 e o u Ir 091131 ♦- -e,p„w Ilbl eM lit* Fiore ■Allk 411b111. 0•.00n1 b,1,1 110 Ym rlellw�lw . , l••••• el • 0110 rw111.w n b11.M ♦-- Con1n,o11010.11 b.., .cot but p.m.. 161.0 bl■lml 01 111 ,cab n..1.1 11 1M Mw1 3.001 Figure 1161 M1 •t ro 1r pea It t recommended that diagonal bracing (minimum 2 inch thick nomina lumber) be Installed at approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to tie opposite side of the same member requiring lateral bracing. This bracing may be continuous or intermittent al the building designer's option; however, it I1 recommended that intermittent spacing not exceed 20 feet, or twice the horidontal run of the diagonal bracing Figure 1)c) Anthorlote 133a .IdY dwyMrl moo mind end w11- ,1,1131 ti1•11 1211401 11.314, 30.1310$ 104 bw•1M Con1.1o.1111331 be1M C cam on nob Figure 1)4) Co.owwlron web -dowry En ...KW Conl,nuo.. ie11e1 b11 O..pn. briar 01.11.41. 1Id101 web 0,3.1311 1 11.41.0.A• p b„ 1 1,11411s.Or0 •..Tin1y 20 leer m1r.13 STAGE TWO: During Truss Erection the budder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damages) Proper 1199109, Includmg the use of spreader bars and multiple pick up points, where required, n necessary to prevent damage during handling, tentative recommendations are presented In the Appendix hereto II 1s most important to brace the first Truss at the end of the budding securely. All other 110,1.1 are lied to the first Truss, thus the 31011 Lagoa el1M Mw* Sr Iwl 11. brwun en bed welt W raw H ■chins ' 1 .tom ,, / 11 Flgun 210 bracing system depends to a great extent on how well the fires trues 11 braced. One satisfactory method is for the first trues lop chord to be Wooed t0 a stake driven into the ground and securely anchored. The ground brace itself should be supported at shown in Figure 2 or 11 is opt to buckle. Additional ground braces, in the oploeite drection, Inside the budding are also recommended. e The ground braces should be located directly in Ime with all rows of lop chord continuous lateral bracing. Otherwise, IM top chord of the lint truss can bend sideways and allow the trusser to shift This shift, however slight, puts s tremendous strain on all connections of the bracing system, 1.e., the weight of the trusses would then be added to any wind force or construction load such as bundles of plywood or cool shingles landing to tip the trusws over. All nailing of bracing should be done no that If the trusses should aid to buckle or lip, the null will be loaded laterally, not in withdrawal. It is not recommended to nail cabs to the end of the building to brace the firs true. These scabs can break oil or pull out, thus allowing a total collapee. As trusses are tat in place. the budder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and In a sett condition until the permanent bracing, decking, and/or sheathing can be Installed. Temporary bracing should be not less than 2.4 dimension lumber and should be at long as practical for handling The use of short spacer pieces of lumber between adjacent trusses is not recommended, unless used temporarily in preparation for Immediate installation of longer continuous bracing 10.feet minimum length). Temporary bracing lumber should be nailed with two double heeded 16d rails at every intersection with the braced member Pre assembly of groups of trusses, on the ground, Into structurally braced units which are then lilted Into place at assemblies n an acceptable alternate to the one melons, method. Exact spacing between busses should be maintained as bracing 1s installed to avoid the hazardous practice of removing bracing to adjust pacing at sheathing a applied. This act os "adjusting spacing" can cause trusses 10 topple if a key connection is removed al the wrong time. Truss bracing mutt be applied to three planes of reference in the root system to insure stability: I. Top chord Isheethingl plane, 2. web member plane or vertical plane perpendicular to Trusses, and 3 bottom chord (ceiling) plane. 1. Top Chad Plane. Most important to the budder or erection eontrada is bracing in the plane of the top chord Truss top chords are uscpbble to lateral buckling before they are braced or sheathed. It n 7 recommended that continuous lateral bracing be Installed within 5 Inches of the ridge line or center line and al approximately 8 leer 10 10 lett Intervals between the ridge line of sloped trusses or center line of flat Trusses and the eaves For double member trusses This spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required 103 stability rn the plane of the lop chord. NOTE- Long spans or heavy loads may require closer spacing between lateral bracing and closer Intervals between diagonals Figure 3)a1 Illustrates temporary bracing in the plane of the top chord for gable trusts 11 passible, the continuous lateral bracing for the top chord should be placed on the underside of the lop chord so That 11 will nut have to be removed as the plywood decking 11 applied The trusses are then held securely even during the decking process. It is equally Important for the builder or erection contractor to Install bracing in the plane of the 1011 Chord for flat rool or floor trusses The use of a similar bracing pattern is recommended for .11 plat trusses Particular attention 1s directed to bracing al the end of flat trusses as shown In Figure 31b1 2. Web Member Plane. It Is also necessary to Install temporary bracing In the plane of the web members Thn bracing is usually Tm ,.n•ln m.^b*n 0.111 t13.,1• w.13111 10 00.11 m1np, I,uls 13.,131nS 13111 111 Ng10•.n11y NOTE T+oes .ern 1, . yo. lose. 1.1nM Mayo. Fiore 3181 L10111011 bu.M ow, 1111 two 1.11 1.1addoubN hooded n1.13 I ?Y rep 3h.,d • lyypol •1i S M.04 viso..•s WOO,. ,w3 u ; n 1 I 1 Jy 03,-. caeca rw. 1:7: _ O lwl 1nllyax ei -'5:44*.:44\701IP L -lad dplMl rlaw,s 0•13 10.10117 tae blowy caw Figure 3101 installed at the lame locations specified on the architectural plan ter permanent bracing, and may become part of the permanent bruins. 11 Is recommended that diagonal bracing be added et tech yob member requiring continuous lateral bracing. 11 none is specified, It le recommended that it be placed at no grutar then 16 feet inter*, along the truss length for root trusses and 6 feat intervals for lea trusses. It n not generally necessary for diagonal bracing to tun continu- ously for the lull length of the building but n11t recommended that the spacing between sett of diagonal bracing not sassed 20 feet, or twice the horizontal run of the diagonal bracing. Rows of 2x6 slrongbecks may also be used to brace floor truwet who, diagonal bracing 11 Impractical Figure 4(a) illustrates diagonal bracing in tM pions of the web members; Figure 4)b) illustrates the later* movement but mey occur 11 lateral bracing it used without diagonal bracing. 3. Whom Chad Plane, In order to hold WOW Spiting on the bottom chord, temporary bracing n recommended in the plane f the cin bottom chord. Continuous lateral brag at no go y greeter than B en to 10 feel on centers along the truss length is recommended full ksesph of the budding, laded to the top of the bottom chord. Diagonal bracing 0..p•• town'. ter..t.f iw.•nl.0t.l 70 IHI .•I•••• .0,sited •1 etdi•,0 Maid d.go,H bH•p.0111101.,1 el 10* MD •00111+,1 o Mn.l I .01•81 Fern Ica) SOH* 191.0 rele on tenet. reel b,.d.nt 1, moll Sea. •loo .,.t Onetn.*. ter00.40 lima, Htr..r suit- � ll— ll 11 11 I fI It 1 J — =7744- 1-- II 11 1 1 Remo 4(b) IrO.Hn 11,0401 Cenunow. Mt.N 01.•rym.•nimn1 olc.ni, w10t.•nn, t1 re Twt I.IH ✓1, between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord d generally not required throughout the length of the building, but it is recommended that it be located at least at each end 01 the building In most uses. temporary bracing in the plane of the bottom chord is Installed at the locations specified on the architectural plan for permanent bracing, and m, therefore, left m place as permanent bracing Figure 5 illustrates bracing in the plane of the bottom chord. Full bundles 01 plywood should not be placed on trusses. This construction load should be limited to 8 sheets of plywood on any pan of trusses and should be located adjacent to the supports. No excels concentration of any construction materials (such es gravel or shingles) 10 Figure 5 ge Kr AA 311 b>.pnN11Nn1 M...d Wes N 10•0110•11111 10 I«I .nn0.N. 11..1.11.10 .0* aoo,n..,nu y ViPZ WW1 001.00001 *011.40 Meld a •«111 101-1 ON.I.J n 01 ...41.1.1 ere 110001 h0. 01 1401,.1 11,0401 should be placed on the trusses in any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be loated only on the trusses specifically designed to support ,t. It should not be dropped or even set temporarily in any other area unless the trusses are adequately shored. All floor trusses should be adequately shored if pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing Is designed and specified by the architect or engineer for the structural safety of the budding. It is the responsibility of the budding designer to indicate sue, location, and attachments for all permanent bracing as required by design analysis. In general, It Is desirable to design and locate all bracing so that it may work together with other structural parts of the building (such as shear walls, portal tomes, bearing walls, columns, beams, etc.) to achieve total structural Integrity. 11 4 Ie.l..Ie.'U IIUIIUIIUIIUIIUII! I11IItiUIfiit1l1! AtraE fP mowlwoo AMIFlsow ae,..a. 7.... M,e• r.�' t•�111 -:-. 00 l wil=1=�i I'aIi i ft %11�I 11111111111111111111111111 ISIIIIIIII a1�ar 4�a 11111Ellil IIIIIIIIISII_� 0140• n l,r►aNl I,/ 141Ao1raW„ „V „a ,�etr I,_ Too ,%add ea. lid (4 dtxor. I,p01e10 b•✓ Figur 61e1 Permanent bracing must provide sufficient support al right argils to the plane of the truss to hold every trues member in the position assumed for It in design. In addition, permanent bracing must be designed to must lateral forces Imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into three logical comps 00011. I. Top Cooed Plane. This bracing n designed to resist lateral movement of the top chord. If plywood floor a roof sheathing is properly applied with triggered joints and adequate nailing, a cslntinu• out diaphragm action is developed and additional bracing in the plan it generally not required. Some metal roofing mantles may be depended upon to ace es is diaphragm when properly lapped and nailed. Selection and use of thew materials is at the dacretron of the budding designer. 12 0.•••••I Ia0t.H0, b. Meow 11 born fftls •Ie n owe. ...of. 20 ••■ .ni,..t 1 fl 11 Ik1•I 11111111 1011 1.1 owl= I•1:11• Lil�l�lsl: IY/1TR/ . ' / / /. / //. Figure 8(b) 0•.p4• towns nol.d to 0,44. ..de 01 lo0!10.04 wbtntl 0.0,00 ....from el too chord tale. 1.. 000 0 001 0 11,04.11 If Wins are uses), spaced not 10 exceed the buckling length of the top chord, and adequately attached to the top chord, it is recom• mended that diagonal bracing be applied to the underside of the top chord to prevent lateral shitting of the purlins. Figure Cal Illustrates the necessity for applying diagonal bracing in IM plane of the top chord despite the use of Closely spaced purlins. It is recommended that this diagonal bracing. a1 shown in figure 61b), be Installed on both sides of the ridge line in all end bays. 11 the building exceeds 60 lea In length, this bracing should be repeated at intervals no greater than 20 feet. 2. Web Member Plane, The purpow of this laming is to hold the Iruues In a vertical position and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling 13 length of a web member, As described earlier In the discussion of building design and truss design ISTAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also uwo to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls Spacing of rows of diagonal bracing In the plane of the webs d a matter of judgment to be mad. by the building designer, and will depend upon the Truss span, truss configure. tion, type of building, and the loading. Generally, for roof trusses, the sparing ranges from 12 feet to 16 feel depending upon how It relates to the bracing In the plane of the top chord For.Iloor trusses the cross bracing should be approximately 8 feet on centers. Lateral 2.6 strongbacks may also be used for some floor systems. Figure 1 and Figure 1 illustrate bracing in the plane of the webs. 3. Bottom Chord Plarw. This bracing is required to maintain the truss design spacing and to provide lateral support to the bottom chord to resist buckling forces In the event of reversal of stress due to wind uplift or unequal root or floor loadings. For multiple bearing trusses or cantilever conditions, portions of the bottom chord become compression members and should be braced laterally to resist buckling in the seme manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer Were! forces due to wind or seismic loads into side wells, sheer walls or other resisting structural elements. Diagonals between continuous lateral bracing wive to steatite the bottom chord. It d recommended that one complete bay of diagonal arming be Installed at each end of any budding, and additional such bays be located at specified Intervals not to exceed 20 feet. Figure 5 illustrates the uw of bracing In the plane of the bottom chord. Thew recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be prawnted only as a guide for the uw of a qualified building designer, budder, or erection contractor. 14 APPENDIX It is intended that This. appendix contain only tentative raon mendations that may be used as a guide for on site handling ant erection until a more complete statement can be prepared. There may be some Instances in which edd.tronel precautions will be necessary. UNLOADING. If possible, trusws shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would cause undue lateral strain that might result in distortion of truss joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed m the act of dumping. The budder shall provide protection from damage that may be caused by onaite construction activity. STORAGE. Care shall be taken so as not to allow excessive bending 01 trusses or to allow upping or toppling while the trusses are banded of when the banding is removed. II trusses fabricated with fire retardant traced wood must be stores prior to erection, they should be stored In a vertical position to proven water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by providing a cover lc the trusses that will prevent moisture from coming m direct cont.. with the trusses and which can be ventilated to prevent condanwtio ERECTING TRUSSES. The Crum erector or builder shall tete 11 necessery precautions to Insure that handling and nectlon procedur do not reduce the load'carrying capacity of the MISS Trussa shall be installed plumb, at specified spacing and in•plai lime., trusses will be properly aligned). ie I A I *nO.O.,0.1N, 111 of iNit !vv. Figure All) A suggested procedure for Idling trusses Is illustrated in Figure AI11 if 10* truss span dos not exceed 301st. 1e ELNLIWSASNV "ale 1 o114un o4o. I AI2) For (ruts spans between 30 fat and 60 feet a suggested lifting procedure It shown In Figure A(2) It should be noted that the line, from the ends of the spreader by "lam.” 11 thew !net should "toe 041," they will tend to cause buckling of the true. ' VILA A A A *9w01un,101 1+9 In 714 of ouu HM10 Tg.00 ill►.. /fr.- 141'�iemuos 0.10110 0714.l nult smee--.-41•1 Torn Figure A(3) For lilting Trustee troth spans In excess of 60 feet, it 1 mom. mended that a strong.back be used as 1411 ed in Figure A)3). TM strongback dwuld be artacMd to the 100 chord and sub members at mnwr4 11 01 eppronmetely 10 feet. Further, the strongbaks Mould be at or above the md•M1ght of the If WO a n 10 prevent overturning. The suong•beck sin be of any manual with sufficient strength to wfaly Wry Ole 044101 01 10* Iruu and Sullicierst rlgdlly to .41.0.1110 most bending 01 IM Ir9r. se ANDREA BEATTY RINIKER • Director STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206) 459-6000 September 23, 1986 Dear Potential Grantee: �...S EP 24 19861 ciTy Enclosed is the final Centennial Clean Water Act Interim Grants Program regulation (Chapter 173 -90). The interim draft regulation incorporated in your application package should be replaced by this final regulation. If you have any questions concerning this final regulation, please call Larry McCallum at (206) 459 -6098. Enclosure Sincerely, itelt#4/(_,,-g2464 Susan. B. Hebert Environmental Technician Water Quality Programs ... Chapter 1740 00C 124111010 A01 1ZU2211? =221 00 211 081 0► 0.U1 VMS 11010 100 10Liae201 1181211112112 VAC 173 -0.010 17,- !0-015 173.20430. 173-10 -0I0 173 -10-030 173 -00-060 173 -20-070 11111-1121.121 Pulses sad seem let isitiN /. Previelee et 'sidelines. Seemed vator aeaa7esest area piasuiag vasty. - lli'tbility criteria, t.Niag levels, levelorasst of 'elicit, ratio. ad priority lists- criteria. leapelat asatee poiletis astral activity grats- lliyible ssiteria, !alias levels sad ado alstratioa, and establishlog highest priority. &gaiter peetatiea assistance groats -- Eligibility criteria, tsadlsg leal.. sad establishing highest Priority. Iota pollution patrol design groats -- eligibility criteria, fesdiag levels, asd establishiag highest priority. VAC 173 -20 -010 1051010 Ale SCOle. The perpoae of this chapter is to set forth criteria sad lisitatias oe seas of moseys stasis - toted by the departiest of ecology persesat to chapter 3, Lars of 1956 (edfl. to. 4319). Chapter 3, Lays.of 1906 appropriates fros the 9es.ral feud, state sad local isproveseats sevalvia, &ceoaat, testy aillioa dollars to be obligated for the fiscal year eadisg ,tsar 30, 1997, for state fisas- :1.1 assistance to public bodies for the !alluvia' perposess 11) Inseaim, assistance to may prosad sates area created perseaat to chapter 033, Lave of 1005. )1) soapodat sauce. pall.tioa Control activities. 13) Assistance to aquifer protectioa areas created pursuant to chapter 425, Lass of 1203. (0) Assistasc• for the design of eater pollution control facilities. )S) segvisitioa of orgsaic laboratory capability for joist use by the departseat of social sad health ssrvicos oat the departseat to test asd analyse eaters, isclsdia' public actable/ voter supplies. This chapter applies only to the alloeatioa of foods appropriated by chapter 3, lass of 1966. lee 1!cTios sac 173-00 -015 DRRIPITIOII. (1) •Departseat• mamas the Vesbia ton state departeeat of ecology. )2) *Eligible cost* seams the cost of that portion of a safer pollution coatral.facility or activity that can be fimancsd eider this chapter. (3) "Directors mass the director of the sas►tagtos state depart aeat of ecology or the director's desigase. r!!.l*ta tel *Water pellet's* goitre! facility* •e *legalities* suss asp facilities er systems wised •r operated by a pablis body tee the was- trel, 0011m:ties. Storage, treats•st, disposal, sr rear/1W of waste- eater, tssledtsg bet set lisit•d is sanitary sewage, saees water, eesidestiai, cesserc$al, industrial, sad agricsiteral wastes, which are ®awning water geality degradaties des t• seecestretiess of soaves - Usual, soacesveetioasl, •r eeste potistuts. Water realities ••site! facilities iseiede all •gs 'psest, utilities, •tricter's, seal prop- erty, sad interests is old ispreveme*ts as real property secessaa tee or Lacideutai to etch p/esrpess. ester polisttes @werel facilities also lucked* suet facilities, ogstpaest, sad collection ernes, a• ere sece•sary to protect federally deaissated sole source wirers Ldesti- tied by the sevirouseatal prot•cttes *gooey purseaat to Politic taw e3- 3 231. (3) *Water pollatio* control activities* *sass aetioss takes by a psbiie body for the follosiag psrpoassc (s) to peeves! or mitigate poilettes of understand eater; (bi to "eeetroi asd /er prevent selpcist sources of water poiistios; (e( to revost poilstiss and restore the water quality of frost water lakes; sad (d) to saistais or improve rater quality throegb the see of water pollstios eostcol taetiitios or caber crass. 01 *Public body* mesas the state of fashiagtom or say 'gemsccpr, county, city or tows, cosservatioc district, other political subdivi- sion, aosicipal corporation, quasi- esmicipal corporation, and those taaias tribes aew or hereafter recognised as such by the federal leverages!. (7) *eater pollutions seams sack eostastnatios, or other alter- ation of the physical, c►emical, or biological properties of aoy raters of the state, iacladisq ekange is tesperatore, taste, color, tsrbidity, or odor of the waters, or such' discbsrge of any liquid, gaseous, solid, radioactive, or other ssbstaace into soy waters of the state as will or is likely to create a *sissies or reader suck waters hateful, detrimental, or iajerioss to the pabiic bealth, safety, or welfare, or to domestic, commercial, iadsstrial, agriculttral, rectos - tlonal, or other legitimate besef'cial uses, or to livestock. wild &sisals. birds, or other aquatic life. (a1 •lloapoiet souse* water polletios* swiss pollstios that eaters soy waters of the state Eros any dispersed sates -based or land -see activities, iaclsdiag, bet sot limited to, ataosp ►eric deposition. 'snot! from agricultural Iasi*, urban areas, and forest lands, subsur- face or ssderground sosraes, and disebasgee frog boats or other marine vessels. (l) *Project priority list* mesas the ssasal list of rated asd tasked projects for shift state 1isasetal a•sistasce is expected dar- ing the year for which the list is issued. (10(: ',Priority water bodies* nesse those water bodies scheduled to receive priority attutios as idesttfied in the depsrtsest•s 11196 11 1 2I-Allillt2.Jus.e1111I..iConra 5111. (11) * ?*get sound basin* seams the waters of Paget Sound, the Strait of Joan Se Fuca, adjacast salt water aortb to the Canadian bor- der, and the lapis, wetlan s, sad tributary 'waters that drain into those aariae waters. LgSICTIQJ! VIC .173 -90 -020 Pa07ISIDI or a soft!nIS." The department will publish guidelines witch establish procedures asd describe the grant application review and award process for emtegorical tusdiag areas described, in VAC 173 - 90-040 through. 173 -10 -070. Thos gstdeiiaes will be suds available to the public prior to the ticst grant award. [2l gram'plassisg perpeess (VAC 173 •140.070). 1111 ' I 'leftists* 'of &bad and ester see activities-potentially Aisd greet' water advisory. committee :seder VIC' 173-100-000, 173-100- 'An-Pending levels; ' . -Total stateIrast or leas 'averts. for fiscal Oar 1,87 shall sot encied.ose sillies Sive- bends,' thaw's' dollars for Atomise fistricts which obeli sot exceed seveaty percest,of nob cost. • ge) Peals afteded to sea desigsatsd Arms" water samegemest area 61411 asks:cosi three heals,' thoesamilAollars. . fa) Project priority .fttiags dopartesit 'ball establish as probable gross" water..aapageseat': area.' fbe satire ',committee sball riivievievaleate, se' cask -eligible. proposals to.bs-desigmated As tft fill). Agelfer'sessitivity. fie) Pliglosal.sad local isterest.aed„conaitnest. 0) Project priority lists:. • , (Li) The priority lists .0.11 •As evailablAAAtbAjohlie for review asd comsat prior to approval by the .dfrectoc. '• ',comments reoeivOd 4erisg Silvio, period Shall be:conaid- [ 3 i' VAC 171.90 -090 IOPPOZIT See8CV F0LL1TT0V C011101. dCTZflII ',FAITS - CRZTVIIA• POIDIIV . MILS AV* AVIIIZI191?7#1, ADV UITAf1LI9NINi VIIfIBT 1110I8T1. (1) Viigible eriteries (a) feasts eaglet lease shall be sad. available to peblie b dies isvolved is the planate, and develepseot of sus peist, soiree leties oestrol activities. rssadlisg shall ferns •s, hat set .'be liV tad te, these seeress of soapoiat polisties ',aerated by ageicsltars& setivi- .ties, • orbits and ,torssatar resort. oa -sit• oasts disposal• end ispeets free forest practices. (b) A jurisdietioa shall be eligible for greats sed/•r lamas if it.seets the tolioviag criteria: (i) it has the basic capability to develop and implemest a long range rater gsality saaageseat plea. • (ii) It is able to docasest accouplishaents aud.progrsss• tovards .achieviaq vatic quality objectives ideatif isd is its program sr piss. (2) Funding levelsind adelaisteatioas (a) Pending levels: (1) Total state great .or lose feuds for essistisg in the develop - seat of soapoiat source pollution control. activities,.sball mot .exceed live hundred thoaseed dollars. The groat esd /or loss toads ere iatemded to be awarded to solve pollution problems caused by mrbas sad storevater runoff, co -site waste disposal, forest practices aM agri- :.t,ltural • related poliotios. (11) The department shall sward.a.aasimsm of.three husdred.. thou - seal .dollars to fend soapoiat scarce pollution 'control activities state -wide. The reaairder shall be awarded to projects.io• the Puget souse basin that implement the Puget Souse water quality authority's sauayement plan as it relates to sospoint sources of pollution.' (iii) The department's faadsd'sbare shall sot exceed' fifty per - cent of the eligible costs, excspt.tor conaetvatios districts for 'bleb it shall not exceed seventy -five percent of the estimated cost. (b) Program adsinistrctioa: (1) The depirtsest- -The departsent shall adaiaister the feeding of all aonpoint source ester quality grants as identified seder this section. The total level of tundiag. received shall depead oa the fuediag seeds of projects of highest priority. Ili) Applicati'oo for guitar-The department shall accept appli- satioas for fending from public entities for eligible plamai$ u pro - gress and projects. The department shall accept as applicatloa from the lasbington state conservation comsisaioa for the purpose ef,adaim- ist•rimg special project sates gaality greats to conservation • districts. . (S) establishing highest priorit r, Project priority ratings- -The departmsat ,hall establish am ad hoc review couittes to deteraiae the highest priority" meapoiat' Iso- greas mad projects for !mediae. The committee shall eossist'of repro - sestatives of the le prtaent, the Vashiagton state. conservation commission and the Puget Sound water guality sathority.. Rating crite- ria shall iacluies (a) Nov the plan or program corrects, prevents,; or controls sou - point pollution is priority 'water bodies. • (b1 Now the program or project impleaeats best senageasmt prac- ' ties to control noapoint source pollutios. 1c) Level of•corrective action proposed for priority water. ..bodies and the cleaasp process. (d) Level of preventative actions proposed. (e) Nov plans mad programs educate .and •train the public is aaieg existing management techalgues to control soapoiat pollution. (M) Establishment of final priorities: • (a) The director shall deteraias finial priorities after•revieviag all project priority lists. . (b) After project priority tints have been established asd approved, a grant shall be awarded to the Vashington state conseeva- ties cosuiesion for distribution to conservatioe districts vita eligi- ble noacoastruction related projects. for revise sad gammeesstt pier approval by tt s available .te the public (') Cosmoses comely.' darts, as review period shell s ee.etd- erei sad responded to before final list approval. (s) &Spray.' lists shall be sass available to the psbitc after the •i.e• of the appliCatisn peeled. uu -uSim1 VAC 173 -00 -060 1QRFE1 p1OTECTIOt &$SI3 ANC* ON &NTI-- ELIOIOILITT CNTTE *IA, P110 :1G LIT$LS, /l0' SSTi11L1111IE0 (1201*!! P1I011??. (1) Ili - gible criteria: (a) grants stall be made available to pibllc bodies involved Is •tatter protection activities. N jurisdiction 'ball be eligible for greats if it meets the t.11o.iaq criteria: (i) The jerisdicties is an established aquifer protecttsm area pursuant to cbapter 425. Sass of 1903 (110 10. 11161; ass (it) ?he jerisdictlaa has an adopted cosprebeasive plan to pro- tect, preserve, aid rehabilitate subterranean water. TN plea may be prepared as a portion of a county sewerage and /or water gesersl plan permit to RCN 36.94.030. (21 feeding levels: (11 Total finding assistance to any atelier pcot.ction area ',ball mot exceed tour sillies dollars. (b) Grants will be lade for eligible planning, 4eniga and/or coo - str.ctioa items tbat are performed seder the grant agreement on 'a Cost -share basis, not to exceed fifty percept of the total eligible Cost for the state -f sadoe portion. 131 Estabii.hiag highest pcioritys ?be department staff stall determine priority fuedieg toc aquifer protection activities. fig sst eaterisi11ee y'heengl t be°i.aLsaly stunend galtaaquantity asbeenoes atelier at threatened and the coiaeait y has provided satcbiag fends far i.plenestiag an .xistiaq ageifer protection plan. (a) Rev design sad coastrectioa activities: Eligible costs shell be 'united to sew activity began after the emergency flliiq date of these regulations. Is addition, written approval meet be obtained from the d.partaeat. Costs incerred prior to tbs date of written approval are sot grant eligible. 111 -110321 VAC 1/3-10-070 sl ?EN POLLUTION COI?POL DESIGN GR1R?S--ELIGIEIL- ITT CRITERIA, FUNDING LEVELS, AND ESTIILISQIRC SHYEST Pt20NITT. (1) Iligibility criteria: (a) rends east be seed solely for design of water pollution con- trol facilities. (b1 Grant awards will be given to those public entities deemed of bighsat priority for desigaiag facilities for eventual .pgradiag to secondary treatment from a lesser level of treatment or for designiag new secondary treatment facilities. (c) Fends sill be awarded for the design of facilities on a first -coos, first- served basis. (2) Fuading levels: (a) Total design grant funds shall not exceed thirteen ■illioa five hundred thousand dollars. (b) Ro single public body cam receive nore than eight Billion dollars :roe Chase grant funds for a design grant. ( S 011 ■9101• (e1 greats gill M lade let eligible doodle items sot to mimed ditty, roast et tie total eligible east ter_ tfe stste -tesde4 parties. /sta►itsl.Uf,he•o acieci $ tle depsrteest 'all" sessider the tel eels, criteria is leteesisis 'debut priority,;'' fag /hetler tb` deportees, bee loosed as esteresssst eclat er tte spptiesst bee a legally Nadia, eetedete ter eespiiascs eitb secondary tresteeae ce,eieeeests. (M tbetbet the applicast bale completed as approved tactility Olga erg ea,iaeerim, retort. ar• CITY OF TUKWILA .• Building Otvtsion BUM(. )ING PERMIT APPLIC'. TION Control # 7'1`� � � 4200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1845 550 Y'a tek WC) - Site Address sh/. «,,,„ „ ed ch,..,,1,7,(7KJo_ fc'./ *4g/„,,,,li Suite# --- Floor# Project Name /Tenant "1:. Valuation of Construction ,' 2' ye,-� Assessors Account# 1-"n%� Property Owner • o ,��Y,,� Phone 4433 — i Py.3 Address G''ep .Sh.s,�c.,-fsr 404,,, 7 .(�,... -;lt,., W4. Zip 9,/,,-, Applicant / „4, a4,_,,7 /7t- •-__:af -741 o,--7 Phone 413,3 -/P4!3 Address ,sit.titie, A r n,w,,r. Zip Architect /Engineer /// _ * .,, ..,,,. _ • , , % ./ i . ne 5-7(5-- Li--,-,./ 95 Address 3,P-U 4,, •.u-, -- ",..., - / C.v,r./ ? ..., 4, 4/.9 zip 2 d"' ' Contractor S. L. ,L. „,..j,„ Co,,....r7'-C, License# _S LX. 41- iecc /E-2A9/ Phone 3,43- o /9., Address c..003f /5 `7'4,4 . S ,_/, xJ‘ - Zip 7,f, .s S` Class of Work: New ❑ Addition ❑ Demolition • __, ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof Interior Demolition ❑] Other Describe work to be done /44,„,43,.., ,e.4,%-.4” 9 fa a ..4 a.r alP -c- r� reJ'7iro os ; , 7' gZ c.,,..,(5.--j-l- j6,'c c ✓,,.,`4 s1..r ;2a-7 A. r ,S',z� /3'x ,.2.c// Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 31,2 z Square footage of tenant space fi1 / Building Use /,`G A/' ,f-�,�e, ‘, „, Will there be a change of use? ❑ Yes 11 No ,,,,,/, If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes M 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 (signature) ��,47`'%' -,,,;.,,,a,., Date z-! ,P7 (print name) I ,,leA R 114/,/• ,40,tr ' ' Contact Person (please print) d o, j` //; ,1,f• Phone 4133 --- / 8'9 3 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ �(/ 5,2') 'Receipt# Date Paid Plan Check Fee (000/345.830) /1, ? /3-z) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) ..50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (.. /,t)___ (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota'e of Entir- Buildin•• FLOO USE Occ T .- SI.FT. •AD USE Occ T •: Si.FT. LOAD �: � OCC 1 •!i � AL Sl.FT. ) AL OCC. am TRACKING DEPT. DATE IN DATE OUT COM NTS BLDG `U r'� ` f) \ Approved for Issuance :1,1 Type of Const. To Mahan: Date Approved: FIRE Approved (Initials) Per letter dated Fire Protection: • Sprinklers Detectors '� _ P Of r/ . 'r . (.0 £/ /'J- PLNG "rJ c� )k/V 4! ,( Approved nitials / ., Q-BAR ❑ L* 1 'A 1 1 IN Zoning P. -1 Se 'ac s: N ---- S — E --- W --- Parking stalls required for: Site -- Tenant Space --- 'f Parking stalls provided: Site -- Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD� y -).-7 L ��,�� l,1 " - � Approved (Initials) Per letter /plans dated of P 5 no t o G lrA -In re,) i ,P.GU •- 10-ei" PO5 • 0 HARVEY R. DODD & ASSOCIATES, Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST PO BOX 20038 SEATTLE. WASHINGTON 98102 MICHAEL F. McCARTHY, P.E. Bus: (206) 328 -1500 f >� PARKS RECREATION DIRECTOR DON WILLIAMS 47/3 AND MAYOR GARY L. VAN DUSEN CITY CLERK MAXI NE ANDERSON CITY COUNCIL WENDY MORGAN COUNCIL PRESIDENT MABLE J. HARRIS MARILYN STOKNES ED BAUCH CITY ATTORNEY JOE DUFFIE CHARLES SIMPSON JIM McKENNA FINANCE DIRECTOR OGDEN, OGDEN AND MURPHY ALAN DOERSCHEL f�L u 16.1":/1/ f ►M .5 18 3 hi: t ;V AL P Yi Ru kru C j -I fil D .P q (flLLL 6i: LA15prO_7E y fay 1"i)/ TALL-( )q,5 TAT9L-m)q,5 fl1.�_. PEb. ur.REP ELE .TRIC4L. PERWIfi Of _T:t,ht;:p 1Ht All -ro n-r MrEN cY , fiLi.),,(1=fg TOO ('_amPLI u it u1A5H. 574; YA4i3 1-1 i14[ : 1.T 11 Tki; RI) 21)‘ 04. 11; f1'f� A O �3 41 -74 ylv017 3 VICINITY MAP LEGEND SHEET INDEX EXISTING PROPOSED SHEET NO. TITLE PROJECT LOCATION (FOSTER GOLF COURSE) GREEN RIVER 1 1,I,-LONGACRES 1 W 1 SOUTH- CENTER z CO STRANDER BLVD. ' PROJECT 00.00 ELEVATION R/W RIGHT OF WAY LANDSCAPING CL CENTERLINE SMALL LETTERING MONUMENT --- -1; CONTOUR LINE CATCH BASIN CURB POST SD STORM DRAIN LOCATION CBI C ENTENNIAL PARK LARGE PC PT AP PI R -x I.E. T.E. EL. ELEVATION LETTERING ASPHALT POINT OF CURVE POINT OF TANGENCY ANGLE POINT POINT OF INTERSECTION RADIUS CATCH BASIN FENCE INVERT ELEVATION TOP ELEVATION ELEVATION NO SCALE BICENTENNIAL PARK I. SITE PLANS 2. DETAILS SC ROADWAY SECTIONS RESTROOM PLANS, ELEVATIONS El NOTES RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS Si DETAILS �. PLANTING DETAILS FOSTER GOLF COURSE G. RESTROOM PLANS, ELEVATIONS � NOTES 7. RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS a DETAILS 196M61111e RAPIEraMg Bgr"Pel •EN9INSEAING• STREET8• WATER• BEWER•PARKS• BUVLDINC • drawn checked proj eng prof dir field bk no IIIIIIIIIIIIIIII LL 1 ALPHA ENGINEERS INC. ea CIVIL & STRUCTURAL. ENGINEERING CONSULTANTS C=1k 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IIIIIIlI1IlII�I�II1IlIllllill ' IIIIIiIIIIIIII �I �IiiiiIIIIIIIiiiiiiiiIIIIIiII !II!iIIIIIII IIIIIIII iId!I!! iI!d Illllll!IIIII 11'1111111 ;11111 BICENTENNIAL PARK /FOSTER GOLF COURSE VICINITY MAP— LEGEND —SHEET INDEX 1i18 no scale NONE data DEC. 8C 1111111111111, IIII1IIIIIIIIII N0.18 !pr.- . srl� ! I1 IIIIIII E II t,IIIII z llWl1 1l1 11111ll t GREEN 1 1 6 L.F: OF HA NDRA /L. SHALL BE INSTALLED S /Xi/L -Air? TO STD PLAN H-10 WITH MINIMUM' OF 3 VERTICAL POSTS, ATTACH TO LEVEL SEC T /ON OF TOP OF EX/STING BRIDGE WING WALL EX /ST /NG PAVED WALKWAY FOR RESTROOM SEE S/TE PLAN ON THE RIGHT FOR PARK /NG SEE SITE PLAN BELOW 613TH AVE. S. et" W 2 1'x 1.5' CONC. BOX 1 TOP OF BANK - 18.91 811 DEC. TREE TOE OF BANK BRIDGE WALKWAY MATCH NEW SIDEWALK TO BRIDGE WALKWAY 6\ GRADE . FOR CURB FA /RING SEE DETAIL \tP 2 6 -s) \ 1st 03 \.79` 30 \ �, 22.29 ; 4 "X 4 "SIGN 1 REMOVE AND REPLANT ON NEW GRADE 24 EVERGREEN SHRUBS AND 1 SMALL EVERGREEN TREE (APPROX. 6/ TALL); EXTEND SPRINKLER SYSTEM HEADS AS REQUIRED. EXISTING CURB CONCRETE SIDEWALK 3'X3'X3'LUM. RAIL. ROAD R/W L_...,....,� .� --- �.- --- LOCATION MAP SCALE: 1`"= 100' NOTES: 1. INSTALL 1%2" WATER METER SERVICE w/ METAL METER BOX it LID. 2. CONTRACTOR SHALL LOCATE EXISTING /RR/GAT /ON PIPE PR /OR TO ROADWAY WORK & INSTALL PIPE SLEEVE AT PIPE LOCATION. CONTRACTOR SHALL SALVAGE SPRINKLER HEADS FROM PARKING AREA & TURN OVER TO THE CITY. 9,000 CFS ELEVATION LINE 3. CONTRACTOR SHALL LOCATE EX /STING /RR/GAT /ON P /PE PRIOR TO RESTROOM CONSTRUCT /ON. CONTRACTOR SHALL RELOCATE /F?R/GAT /ON PIPING TO ACCOMMODATE • RESTROOM LOCATION & SPR INKLER REQUIREMENTS OF THE CITY. 4. THE LOCATIONS OF UNDERGROUND UT /L /TIES ARE SHOWN /N AN APPROX /MATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EX /STING UTILITIES BEFORE COMMENC /NG WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONS /BLE FOR ANY AN.D ALL DAMAGES WHICH MAY SE OCCASIONED 8Y HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIL 1T /ES. 22.73 5' LANDSCAPED STRIP 22.60 SEE NOTE 3 21/40 PAVED SIDEWALK SIMILAR TO BE6/N NEW SIDEWALK 01 X 8' CONC. SLAB ' w/ P/ CN /C TABLE `� 4" STUMP TREE - ✓ LANDSCAPING LOW SHRUBS- SIGN ("DEC. TREE -' NEW 2" UNDERGROUND ELECTRICAL_ CONDU /T w/ *2 ELEC TR /CAL A/ APE- ELECTRICAL BOX <•\ WITH METER AND CIRCUT BREAKER PANEL SITE PLAN 3CAL F : 1'' 20' R/M EL. 20.86 SOUTH /NV. EL. wood POSTS /8.36 -< cik� G - /CLEAN OUT 8" DEC. TREE EX /ST. SIGN 20.10 v„'� --TOP OF BANK 0 di /Ns 6/41e. 2 RAIL WOOD FENCE"`54-��, (REMOVE 0 REINSTALL '4 AT TOE OF NEW FILL) SEW MH (EX /ST /N6) (TOP EL. 26.47 NV EL. /6 . 70 ►�4 MON. (BENCH MARK) RIM EL. 21.12 NORTH /NV EL.I7.6/ CB WEST /NV. EL. 16.82 -NEW WHEEL CHA /R RAMP STD. PLAN F -6 NEW CURB STD. PLAN F-/, T YPE TO MATC EX /ST /NO CURB --R /M EL . 21.32 _ EAST /NV EL. 15.42 �� SOUTH /_� EL. 15.72 NS / ...aJr' .. 0 M ►y, ,5 01 ° 11 '25 " W MON. LEI / le > 1 (7, it _____id a) ao BENCH MARK MONUMENT AT INTERSECT /ON OF STRANDER ,QLVD & 'CHR /STENSEN ROAD EL. =27.63 rem 7/ CURB 68TH AVE. S. MATCH NEW PAVEMENT TO EX /STING (EL. 21.0) INSTALL "STOP" S /6N TYPE R1-/ SAW CUT EACH. END iAND REMOVE APPROX. 20 L.F. OF EXISTING CURS R/M EL. 21.05 SOUTH /NV. EL. 10.$5 NORTH /NV. EL. '0. 75 R/W A 0400 PT CURB STA . 0 -¢ 47 - 5 'L T. 'EXISTING PARKING AREA ---- UNDERDRA /N 210 L . F , SEE 5EC T /ON AP CURB STA. 0#74 -8`LT. 1 /M5TALL 2 "FOR PARK USE ONLY" SIGNS SIM /LAR TO TYPE R4-3 EVENLY SPACED EX /5T /NG LANDSCAPING TREES & LOW SHRUBS /NSTALL "ONE' WAY " 5/GA/ TYPE' R6 - 21- TABLE OF • L O- CAT /ONS POINT 5TA T /ON OFFSET ELEV. PC 1 2 +49 20' LT. /8.50 PC 2 • 3 +92 6' LT. /8.95 PC 3 4 + 07 6' RT. /8.88 PT 1 3 + 27 6' LT. /8.56 AP 1 2 + 64 9' RT. /8.00 AP 2 2 + 79 6' RT. /8./7 P/1 2 +65.71 P/2 2 +69.29 PI 3 34'27.29 � /8.60 PROPERTY LINE -------„,......,NN SAW CUT AND REMOVE EX /5T /NG PAVEMENT. MATCH NEW PAVEMENT TO EX/6rING (EL . /8.8 ) /NSTALL "PARK /NG " SIGN TYPE D4 -/ I R�W (R/M EL. 18.55 SOUTH /NV. EL. 16.25 EX l ST/ NG IrC8 EX /ST /NGA CURB 1 EXISTING 8/X8' CONC. SLAB p /CA/ /C TABLE REPLACE /RR /GAT /ON PIPE FROM THIS PO /NT TO NORTH & WEST (SEE NOTE 2) MIN. COVER Z' 13161glizil'E RAPEFSRM •EN®IPJEERING•BTREETE• WATER •SEWER•PARIC El- OUILOINI3 • INSTALL "WRONG WAY " SIGN TYPE R5- 1 MIN. £ "DO NOT EN TER " SIGN T YPE R5- 1 STD. ON THE SAME POS'''T LANDSCAPED /GLAND SEE DETAIL INSTALL, CHAIN LINK FENCE. EXTRUDED ASPHALT CURB STD. PLAN F -2b deli nod drawn checked I 1 19.°2 SITE PLAN 2, SCALE 1" = 20' EXIST /NG 3 "ELM TREE INSTALL LIMIT-10 TYPE R2 1934 / -- -- I 9 n� 'SPEED SIGN 1 0) EX /ST. 3 "DE.C. TREE EX /ST. ,,,1 10• IRRIGATION PIPE R/W 19 1 RAIL ROAD TRACK /9.31 -1- 1 GRASS SWALE \--- EXTRUDED ASPHALT CUR (STD. PLAN F -2b ) SLOTTED FOR DRAINAGE ( 6" OPENING AT CENTER OF EACH PARKING STALL) w/ DOWEL SIM /LAR TO APWA STD. FLAN NO. 6A __ f9.06 1 EXIST/NO ,BULKHEAD EX/ST/N3 A/c PAVEMENT (PARKING) .2 RIM EL. 18.34 NORTH INV. EL.. /5.74 WEST /NV. EL. 15.84 EXISTING LANDSCAPED ISLAND 9 EXIST ING STORM DRAIN RIM EL. 17.47 NORTH /NV. EL. 10.2 EAST /NU. EL.. /2.3 Sour,/ /NV. EL. 10.0 EX /STING POSTS (REMOVE M /ODL E TWO 4. RELOCATE FAR ONE) s EXISTING LANDSCAPING EX /5T /N61 8U/1-DWG SEE DETAIL 6 "0 DRAIN @ 0.02 FT /FT (CONNECT UNDERDRAIN TO DROP MH), SEE SECTIONS /NSTA L, L 3"0 CONDUIT W /CAPS Co" NORTH OF AND PARALLEL TO /RR /GAT /ON LINE INSTALL 245 L.F. 3" 0 IRRIGATION PIPE (e" MIN. COVER). PROVIDE 4°0 PVC SCHED. 40 SLEEVE UNDER PAVEMENT AREA BICENTENNIAL PARK ILI field bk no D ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 1111111IIli-fil ►2 II 1Ii!1!liti M11111 111111 Illll! IIIlIp I!I! SITE PLAN IllllilllililCli1llllil1, No. ?8 Is 1 111111 IIIIIIJ IIIIIIIII Illillill IIII�IIII revisions file no sale AS NOTED date DEC.86 FA IR TOP OF CURB UP TO BRIDGE WALKWAY GRADE WITH CEMENT CONCRETE EX/8T/,V5 /.E. /6.7 NEW 6"0 SAN. SEW P/PE ---' EX /STING 8'10 SAN SEWER PIPE ',EXISTING 8"� SAN SEWER PIPE ADD NEW CHANNEL AND SHELF IN FIELD EXISTING MH AT STRANGER 8LVD. AND CHR /STENSEN CHANNELIZATION PLAN NOT TO SCALE // EXISTING /CONCRETE SLAB FOR CURB /S /DEWAL K ON BRIDGE EXISTING CONCRETE CURB AT EDGE OF ROADWAY FINAL FINISH GRADE--\ 2 /r– /, C„ 61-0" CONCRETE SIDEWALK REPLANT EXIST. ^� �( SCHRUBS AT NEW P /N /SH GRADE • /L'_11 THICKENED EDGE COMPACTED SUEGRADE EXIST. TYPICAL SIDEWALK SECTION NOT TO SCALE EXISTING CONCRETE CURB .AND GUTTER _J EXISTING ASPHALT. ROADWAY SURFACE 6" /2' FOR ACCESS ROADWAY EXISTING GRADE 2-3/8"0 X 4" STEEL DOWELS GROV TEo IN TOP OF EX /STING CUR8 WITH l" COVER EXISTING- GRADE AT ROADWAY EDGE CURB FAIRING DETAIL (AT MATCH OF NEW SIDEWALK TO EXISTING BRIDGE WALKWAY) NOT TO SCALE NOTES FOR STORM DRAINAGE STRUCTURES 1. P /PE SIZES AND SLOPES : PER DETAILS. 2. OUTLET CAPACITY •. NOT LESS THAN COMBINED INLETS. 3. METAL PARTS: CORROSION RES ISTANT. GALVAN /ZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. EXISTING GRADE 4. FRAME & LADDER OR STEPS OFFSET SO A. CLEAHOUT GATE IS VISIBLE FROM TOP. 8. CL /M8-DOWA' SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME 16 CLEAR OF CURB. 5. IF METAL OUTLET ° /PE CONNECTS TO CEMENT CONCRETE PIPE : OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE /.D. LESS /4 ",. 6" UNDERDRA IN SEE PLAN FOR PAVEMENT ELEVATIONS rr: GRADE 2" ASPHALT PAVEMENT CLASS B -4" CRUSHED GRAVEL BASE COURSE COMPACTED SUBGRADE SECTION N.T.S. FENCE -- (STD. PLAN L-2) DRAINAGE SWALE (SEE PLAN CONTOURS FOR DEPTH) 29' o" SLOTTED, EXTRUDED A SPHA L T CONCRETE CURB 2" ASPHALT PAVEMENT CLA5s 8 \--4" CR U5HED GRAVEL BASE COURSE COMPACTED 608GRAOE THICKEN PAVEMENT ANO 8A5E COURSE EDGE GRAVEL BACKF /LL FOR DRAIN SECTION N. T.S. 1' FRAME & LADDER OR STEP r OFFSET. SEE NOTE 4 THIS SHEET & GRATE ELEVEVAT/ON TOP OF FRAME 18.OL}�` --� EX /STING GRADE EX /STING C8 /NLET T.E. 17.47 10 YEAR STORM FLOOD EL. 17.50 .p • • • 6: OUTLET PIPE SEE • NOTE 5 \ryl L— EX /STING I. _E. OUT 70.0 EX /5T /NG C8 ROUND SOLID COVER MARKED "STORM 11 WITH LOCH /NO 80L TS, SEE LOCKING MA NNOL E FRAME DWG. NO. 60 (KC. ROAD STANDARDS) CHAIN 450 CAPACITY. SLACK WHEN GATE /S / DOWN, BOLTED OR WELDED TO FRAME STANDARD GALVAN /ZED STEEL LADDER / STEPS. SEE 7.056 & DWG NO. 47 (K.C. ROAD STANDARDS) I.E. 13.60 I.E. 13.30 — CLEANOUT GATE SEE DW.O NO 63 (KC. ROAD STANDARDS) 6"0 DRA /N T. E. GRATE 145.00 INLET PIPE-\\ PIPE SUPPORT 3 "x 0.090 GAGE BOLTED OR EMBEDDED 2 "1N WALL 8 , 6" EXIS T /NG CS , REPLACE GRATE WITH SOLID LID TYPE INLET TYPE 8-40 "- /. E. 14.20 N-/.E. 14.00 `-1 E. 14.30 CB TYPE .E 48 " w/ PROP 8r STANDARD FRAME & SOLID LID RES TR /C TOR PLATE WITH OR /F /CE 1%6" 0 INLET TYPE 13-4a EX/STING STORM L SEWER PIPE CS TYPE 21 48 " WITH PROP & STANDARD FRAME & SOLID L /D 6 "0 DRAIN P /PE FROM UNDERDRA/N AT PC 1 STORM DRAINAGE a FLOW RESTRICTOR MANHOLE -PLAN a SECTION SCALE /2"-= P-0" EX /S T /NG GRADE BICENTENNIAL PARK SUM •ENGINEERINQ•ECTREETP•4 ATER•$EWEA•PA►IRKS•BUILDINQ• checked proj eng proj dir BW field bkno Am ALPHA ENGINEERS INC. ® CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 DETAILS AND ROADWAY SECTIONS [ 11111lIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1I1l1111 11llllllllllll Illlll11111 11 � 3• 4 5 6 Z wf No.18 aT T ET T T 1 I I I(IIIIIIII1IIIIIIIII lillllll�l II III I IIII Illl�llll 1"1,111111 11iii i1111ffil revisions file no scale AS NO1 ED date DEC. 86 :7, 24<- 0" WO-TE- FIAJ, FLR, P.-1001-0" L, Z3,50 O I'1 SIT FLAN I'I vCa 5 pATu (`rf T,P p15P � 21-.0"x "P-40"x 1 3A:' N.M. 12008 e Ff 4ME ), -+11 / 101-0" J�/J EL. Am. FLR , e GUI:E3 w I,O11 C TYI'T— FLOOR PLAN 1/4 "= It-0" -- GONG PAP 41-0" IO 1 _ O 24' -O" 3-0"x71-0" x 1 X,-" N.M. pODie FRAME t4/ —118" x 241" LL7UVEK' I UNDERCUT 5KYLI61-1T TYP fZIDGE LIKJE SLAB 1 FOUNDATION PLAN. 1/4 = 1' -0 55 5 e 24" ROOF FRAMING PLAN 1/4" = 1' - 0" KOOF OVERHAOG 3'1.SLE�.VE FOk AISLE /MIRE , M11�1. I}JRIAL 1.0". 5TTUS UP Oki 10151r?E MIkI, IZ"ADOVE FIKA, FLiz, 131641NME RAPEPIRM •HidO1NEEA1lil0•B7'AEETS• WAT6A•8EWER.PAgIC @•EB1JILOINO• 5KYLIGI -1T CTYP) i --- WCor, 51 -1AKE ROOF NORTH ELEVATION I4"= I' -0" SPLASH LOCK SOUTH 'ELEVATION EAST ELEVATION 1/4"= 1' -Oil checked f ie1d bk Ip WEST ELEVATION 1/4" = I' - 0" Ida ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 III IIII11I III 11 L 1 111IIl11111IIIl 2 tifilffiganailiffill660 6 IIIIIIIII!II111111 (v" I-1IGN ROUTED 1_ETTE125 tN 1 x S CI- 1ELVETJC;A) 5/5" PLYWOOD SIDIi`IC -I N /Ix<o e ICo "o.C, TOP OF PLATE. EL.= (b8' -4" SHEETMETAL PO14k1SFDUT TOP OF cu Rb EL, = IOO' -01. TOP OF PLATE S TOP OF CL1 K15 EL. - I01 -/_" FI1t. FL.K. 100,_0„ SHEET METAL GLITMP k8 TRIM -- 5/6" PLYw0nb SIDING kj/ 1 k <.o e I (o " OG . GENERAL NOTES 1.. CODE: Uniform Building Code, 1985 Edition. 2. TYPE OF CONSTRUCTION: Type V -N for B -2 Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load 25 psf Dead Load 13 sf TOTAL p Wind Load 20 psf 4. The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the - existing work and physical conditions of the site. Notify Engineer of any discrepancies prior to start of work. 5. FOUNDATION SOIL BEARING: 2000 psf on unyielding natural soils. All soils work to be under the the direct supervision of the Engineer. Compaction work shall be in 8" lifts to a density of 95%. 6. CONCRETE: fc' = 2500 psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 318, proportions of aggregate to cement shall be such as to produce a dense workable mix which can be placed without segregation or excess free surface water. 1/2" chamfer on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. • Air entraining agent (3% to 6%) to be used in all concrete •flatwork exposed to weather. Pozzolith 300N (4 oz. per 100* of cement) to be used in all concrete. Where special . placing conditions are required, consult Engineer for variations of this specification. 7. REINFORCING STEEL: All reinforcing steel shall be deformed bars per ASTM A615, Grade 40, Fy =40,000 psi. Unless otherwise noted, corner bars (2' -0" bend) will be provided for all horizontal reinforcement. Detail steel in accordance with the "ACI Manual of Standard Practices of Detailing Reinforced Concrete Structures." Welded wire mesh shall be 6 x 6 - W1.4 x W1.4 per ASTM A185. Reinforcement cover shall be as follows: Footings 3 inches Formed Surfaces - Weather .'ace 2 inches -- Interior Face 3/4 inch .Slab on Grade 1" Clear Top of Concrete to Welded Wire Mesh 8. TIMBER: Structural timber and lumber to be stress Douglas Fir -Larch (North) as follows: USE: SPECIES: Bearing walls Hem -Fir Non - bearing partitions Hem -Fir All other lumber Hem -Fir Top & bottom plates @ bearing walls Hem -Fir * Repetitive member uses grade Hem -Fir (North) or GRADE: Fb: No. 2 1000 psi Std. * 525 psi Std. or better No. 2 1000 psi Wood bearing on'or installed within 1" of concrete to be pressure treated according to UBC Standard 25 -12. Solid blocking,of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal.. 9. ROOF TRUSSES: Shall be factory manufactured, designed to fit the dimensions and loads indicated on the plans. Design shall be in accordance with allowable values assigned by the building code official. Complete design calculations showing internal layout, member forces and stress conti1 points are to be available upon request for truss design. The design of the truss is to be under the supervision of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations•as approved by engineer. 10., WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless oUherwise noted, shall conform to Table 25 -Q of the UBC. ,11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Engineer of all field changes prior to inotallation. 12. CONTRACTOR shall be solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. • 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. t-`-1 ,;;mac ∎{ � ti!iY c REGISTERED A. N ITCT �„ .WN RRY MOORE STATE OF WAjtiINGTO ( 1111111111.111 (411111111111111 11111111111111 No.18 V..""" = '. 8 G 9 � % E ti w� it !IIIII�IIIII(III IiiiIiiil I!IIII11111IIIIIII 111111111111111111 L 111111111 RESTROOM PLANS, ELEVATIONS a NOTES (1' 1~ O 124I0 o1V T ..,_____T ! 1 55 5 e 24" ROOF FRAMING PLAN 1/4" = 1' - 0" KOOF OVERHAOG 3'1.SLE�.VE FOk AISLE /MIRE , M11�1. I}JRIAL 1.0". 5TTUS UP Oki 10151r?E MIkI, IZ"ADOVE FIKA, FLiz, 131641NME RAPEPIRM •HidO1NEEA1lil0•B7'AEETS• WAT6A•8EWER.PAgIC @•EB1JILOINO• 5KYLIGI -1T CTYP) i --- WCor, 51 -1AKE ROOF NORTH ELEVATION I4"= I' -0" SPLASH LOCK SOUTH 'ELEVATION EAST ELEVATION 1/4"= 1' -Oil checked f ie1d bk Ip WEST ELEVATION 1/4" = I' - 0" Ida ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 III IIII11I III 11 L 1 111IIl11111IIIl 2 tifilffiganailiffill660 6 IIIIIIIII!II111111 (v" I-1IGN ROUTED 1_ETTE125 tN 1 x S CI- 1ELVETJC;A) 5/5" PLYWOOD SIDIi`IC -I N /Ix<o e ICo "o.C, TOP OF PLATE. EL.= (b8' -4" SHEETMETAL PO14k1SFDUT TOP OF cu Rb EL, = IOO' -01. TOP OF PLATE S TOP OF CL1 K15 EL. - I01 -/_" FI1t. FL.K. 100,_0„ SHEET METAL GLITMP k8 TRIM -- 5/6" PLYw0nb SIDING kj/ 1 k <.o e I (o " OG . GENERAL NOTES 1.. CODE: Uniform Building Code, 1985 Edition. 2. TYPE OF CONSTRUCTION: Type V -N for B -2 Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load 25 psf Dead Load 13 sf TOTAL p Wind Load 20 psf 4. The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the - existing work and physical conditions of the site. Notify Engineer of any discrepancies prior to start of work. 5. FOUNDATION SOIL BEARING: 2000 psf on unyielding natural soils. All soils work to be under the the direct supervision of the Engineer. Compaction work shall be in 8" lifts to a density of 95%. 6. CONCRETE: fc' = 2500 psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 318, proportions of aggregate to cement shall be such as to produce a dense workable mix which can be placed without segregation or excess free surface water. 1/2" chamfer on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. • Air entraining agent (3% to 6%) to be used in all concrete •flatwork exposed to weather. Pozzolith 300N (4 oz. per 100* of cement) to be used in all concrete. Where special . placing conditions are required, consult Engineer for variations of this specification. 7. REINFORCING STEEL: All reinforcing steel shall be deformed bars per ASTM A615, Grade 40, Fy =40,000 psi. Unless otherwise noted, corner bars (2' -0" bend) will be provided for all horizontal reinforcement. Detail steel in accordance with the "ACI Manual of Standard Practices of Detailing Reinforced Concrete Structures." Welded wire mesh shall be 6 x 6 - W1.4 x W1.4 per ASTM A185. Reinforcement cover shall be as follows: Footings 3 inches Formed Surfaces - Weather .'ace 2 inches -- Interior Face 3/4 inch .Slab on Grade 1" Clear Top of Concrete to Welded Wire Mesh 8. TIMBER: Structural timber and lumber to be stress Douglas Fir -Larch (North) as follows: USE: SPECIES: Bearing walls Hem -Fir Non - bearing partitions Hem -Fir All other lumber Hem -Fir Top & bottom plates @ bearing walls Hem -Fir * Repetitive member uses grade Hem -Fir (North) or GRADE: Fb: No. 2 1000 psi Std. * 525 psi Std. or better No. 2 1000 psi Wood bearing on'or installed within 1" of concrete to be pressure treated according to UBC Standard 25 -12. Solid blocking,of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal.. 9. ROOF TRUSSES: Shall be factory manufactured, designed to fit the dimensions and loads indicated on the plans. Design shall be in accordance with allowable values assigned by the building code official. Complete design calculations showing internal layout, member forces and stress conti1 points are to be available upon request for truss design. The design of the truss is to be under the supervision of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations•as approved by engineer. 10., WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless oUherwise noted, shall conform to Table 25 -Q of the UBC. ,11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Engineer of all field changes prior to inotallation. 12. CONTRACTOR shall be solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. • 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. t-`-1 ,;;mac ∎{ � ti!iY c REGISTERED A. N ITCT �„ .WN RRY MOORE STATE OF WAjtiINGTO ( 1111111111.111 (411111111111111 11111111111111 No.18 V..""" = '. 8 G 9 � % E ti w� it !IIIII�IIIII(III IiiiIiiil I!IIII11111IIIIIII 111111111111111111 L 111111111 RESTROOM PLANS, ELEVATIONS a NOTES t- --— P -5 2" VENT- P-4 . P P- P -6 3/4" P -2 P P -6 3/4.1 - 2" VENT F, p, P -4 -2 VEMT LINE 1/2" WATER METER -w-\ PLUMBING PLAN i u 1/4" I -0 100 A. PA1.1EL METER (3Y ELEG, UTIL 90 °A -� -I HAND DRYEK I3-3,5 fcrA OE 1" SEWER LIME (TYR) --- N4CIER LIME (7%0?) PHOTO LECTRIC, DELL MT ON ROOF +g0"► -TIME GLCK -46,0" WALL N EATEI: MOuN T e X00" LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NO. A B MOUNT PRESCOLITE #4440 WPB BRYANT #5228 ELECTRICAL PLAN 74" = ii-o" MOUNT PPOTO ELEC YRIC CELL ON ROOF EXISTING ELECTRICAL BOX WITH METER AND CIRCUT BREAKER PANEL WALL PLUMBING FIXTURE SCHEDULE P -1 P -2 P -3 P -4 P -5 P -6 LAMP DATA NO. WATTS CODE 1 100 100W A19 Lavatory Water Closet Urinal Floor Drag. Floor Cleanout Hose Bibb CEILING 1 100 100W A19 MOTE; ALL CONDUIT, hll(21Iv6 DEVIOE5, FI)CTUKE5, EQuIPMELIT, ETC., 7O F3a. MIN. C,0" ASoVE FIM. FLOOR, TIME GLO TO L. I GIN T5 \s. TO NANO pl:Yk I2, RECEPTACLE >' WALL 4EATER NEI4 60A BREAKER' PHOTO ELECTRIC CELL / TIME CLOCK N.T.S. fshiMila •EN®INEEAINO•STPEETS• WATER• SEWER•PARKS•BUILDING. 4f 12 14 - PI -107O ELE.G712IG DELL MIRROK (i1 TOP OF_EL.A16_0-0? EL. = 108' TOP •F 'LATE TP. 12ISPI=tI5ER EL, = 10lo'- O" 5EE TOP OF Gal?, /aL., =1001-6," \-Fir IOCY -0'1 EXISTING GRADE • STRUCTURAL FILL SECTION I /4" = II -0" )30 GLG. I1�15UL. UtilIIVSLIL:AT60 -�- 5EE wOOP TF L 5 2 x 4 NAILER -TOP OF' PLA TE EL. - 108'- 4" 5/ I' PLYWOOD (2) 2xC TOP PLATE 5/6,11 F=.►? PAIIEL TW S OMEN115) 1 i7LYWOOD z,<6, STUDS (vac, (4/ KI1 INSULATION 2 x &' Pfz s5 u r2 E 112EATED SILL PLATE K j 10" x 5/5i" O ANCHOR eoLT5 C41- CEDAR 5HAK5 3014 FELT %2-" SHEATH ft4G 2 x 4 TkUSs METAL. GUTTER --may 2x4 13LOCKINC, W /z "O SGk E E. KM D HOLE 5 2 PER 13LOC.-K 2 x I .`MUDS € I(01' 5/ &" PLYWOOD 51 -ITC1 . W /( 13ATTELI 1&" SECTION 3/4" = I ' - 0" designed drawn checked 12 4 L12 100'-0" FOR REINF, 5EE SLAP./ FIJO, PLAN 5I1T. 3 '4- GONT Hat2ICANF- FRAMING- ANGHOI S TOP OF PLATE r= L. =1081-4" ��" PLYWOOD R.P. PAKIEL5 Z x 4 PIZE 55uRE TIREATED SILL PLATE J/ ID " x5/0 "0 ,AkI I-4O2 500'5 4' -0" O . FIk!. EL12. EL,.1001-0" FOR REILIF. 5F_F_ 5L-4S/ FND. P AtU 5I-I ES T 3 �9 GON.T 5(M, / U Meld bk no lita, ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS°' 320 ANDOVER PARK EAST, SEATTLE, WA 98188 2 x4 5TU DS @ 1(0" D. G W/5/8 " j°LYWOOD IJ/ 1 X (o @ 1(0 " O. G • METAL.- FLA51-WCa 2x4 BLOCKIMG --Z x8 TRIM ('LOPE TOP TO DRAIN]) TOP OF Ft-ATE L. = 106' -O" I x8 TRIM - (2) Z x 4 TOP PLATE- METAL. FLASHING x4 SKYL ICI-IT - Zx4 CURS (-rye') " PLYWOOD NO.' PANEL SCHEDULE LOCATION: ELEC /MECII ROOM SERVING: RESTROOP1 KVA . 7 1.5 2.4 15 1 15 IR UIT D LIGHTS HAND DRYER - WOMEN 11 TI1`1E CLOCK SPACE SPACE 1'I Wcp T12U 35 13E-Y01.10 2x4 DLO KIKIC-7 - ' 120/240 VOLTS 1„ 0 3 WIRE 100 AMP MAIN BREAKER P 5 I __ 4 il ,i, • II 8 l■ s ai ZY -- • ler P; 410, RA II ■ 27- 29- 31- 33— 35 37 2 - 24 �-2 -28 - 32 34 15 15 15 04:11 43 ; t:•1►111 .4 RECEPTACLE 2.4 .8 HAND DRYER - MEN WALL HEATER tt 11 SPACE CONNECTED t LOAD: DEMAND: 6 : 8 KVA . 2 8.3 AMPS 11 DEMAND LOAD: KVA AMPS BICENTENNIAL PARK z ?;ct i REGISTERED �GtilT GARFR`1 iI. MOORE S1AIE OF WAJt1INGTQH i RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS 8 DETAILS L ly 11 IIIIII11 I'IIII1111111I� I IIII111I111I1` ,I1111IIII1111141111II111111111 11111111Illll�l No.18 e.«.r•........ I5 1 £ I1IfII IIII1IIIII II�IIIIIII III�II , IIlI�I11 IIII1II11 6 IIII��II� 1111�IIII L IIII1IIII revisions • J Me no sc g4, AS NOTED date DEC. 86 • PLANTING SCHEDULE KEY AlO• GOMMO,IV NAME LA 7 /AJ NJMi 5/Z E 0 2 /?E/3 04 K QUERCU5 13OIPEAL /5 / / " 0/4. 0 / FL OA/EP /NG PLUM PRUAJL/5 81 /RE /ANA 1'4 " D/A . /5./6 /N. 0 • ZE4 A�s LEA MOLL/5 l5 /8 /A. ot _3 ,?NCD:2l7f�JP ON A'NODODENDRON LJAI /QUE /5./8 /N. NOTE ALL LAA/05CAPEO 4PEAS .51/4L L BE MULCHED 1-.1/ 71-/ 1-/ 2 ` M /N. DEPT// COARSE G.E'ADe BARK. PLANTING DETAIL i •� = ;01 PLANTING SCHEDULE KEY NO. COIYI49OA/ NAME L AT/A/ A/A M . 5 /ZE 4 AZALEA AZALEA MOLL /5 I5 -/B /N. 4 RHOOOD£ND,PON '!t'l4OPOD.ENDR01/ A. L 2 L R7RD /5./6 /N. 0 • Co . J[/N /PER JOA/44ri 'l/5 CNN /ICES /S 21/N T JGL EP . 2 Al,... 0 8 //EATA' ERICA 4 AtJEA '5 / ' /A/&U WD /.1//./1 7E' /SAL. A1OTE ALL LANDSCAPED AREAS 5A/AL L BE MULCHED 2 72 " MIA/. Dt P 77-/ COA PSE GRADE 154Rx. IC rTYI 7Y/? _025,11 I2 GrA. 64A1.V. Wiftt 11.J mil..fra. KCNrlW M7 Kt. re. .1141�K 1_,1i w T 1cv Tue,E Pov, �I� r r rIw w/ per. UI2AvI,; rrr . 1 ■ , L, ■N1 -Y AgalN' 1114JI. riazi4 Oa- *Mu PIGAIDLIO MUL i '*Ct tiPrGle 1 14N� Prlovl� KM • •► `-`_ P1M1'H'q � =lll �1t� �11t �"'• � � itLr1Gy!IL_��CJ.A� Hz H 1'P NMI ., 4r (Iv AA A1-11.:( r . 1'LW. 1u Ifl';l%Ii =11t oPL Ft oar iP r 18" TYrOAL TIzEE P 3F-P\IL GaMP,s n MI•I:' 10 AUPraci WW1l- - 1011.t. IFua lien Peaer 00- Ko4r hr12 4- 13" fitogouGHJL1(W G'M • o E r2 MDULIP 1' g uprOR'f 4 HRL ' insicKrThuw.., SECTION ?IA °T- 11) 0 PLANTING DETAIL 1 " = 10 A. la 64 ME •ENGINEERINO•STREETE• WATER •SEWER•PARKE•BUULOIN®• desi 1 need drawn checked 8k' proj eng proj dir 5W field him BICENTENNIAL PARK ir�ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IiiIIII11111IIIIIIIII11111IIt12 1 ��������� ���1111�� PLANTING DETAILS Illlillllllli 3 (�iilllllllllll� IIIIt111111I15 Illlltllllllll 6 No.18`""•"" 611 1111111 1 E eLOR 31- o')(7` -O" 1 314" H. M. P0012 FtAMkG. W /18 x24. L V VET 4 u1J E.RCUT P42 q : OF !DWG. 5LA I3, IN5ULATIOLI t WALL5: II 0-6 = R 30 IN AREA SNOWM GONG, PAID 2, -�I�fN t• BI- 211/41 II — 31- 0 "lx7 =0" x 14' I-1, M, p0012 PAM 14/ —its" x241" LCUV 5K' I utin>rIZGUT 3%21 TYF E.L. PIN. FLI2 ,�C� CURB IC 01-.0 (TY1='. ) ((:A4`'2UI`1 -P) FLOOR PLAN N. T. S. 1c' ✓ Z D�RHAAIG 51C1-1611-IT CTY I' Woor, 51 -1AKE KcOF - SOUTH ELEVATION N.` .5. �KYLtG°�� -IT C-rYP) PL` 1400D :7I OI fc-, (TYP: cA L_ am A L. L_ ax-1 j Q R ICJ A L L '7) '- O'I I (J R IAL IS ". 571-15 UP OM IKISIOE I' IIJ I Z ,AOVE PLF:, • 4" G'OMCJ 15 L.40 W/ Cox(o - WI,4 % WI4 OVER 4 6111- V. I? 4 /_I. 1 .5 - ' !GRAVEL 11 • EXISTING SLAB/FOUNDATION PLAN N.T. 5. SKYLIGHT TYE+�- (4 PL..AC- RIDGe LII`IE = 1 1 Br klOOD T - ROOF FRAMING PLAN N. T. S. PsligiNIOE RAPESPIRM SEMI% •EAMOINCEEROSVO•STWiEETd• WATEF1•sEW6sA•PAFiKB•S�lOLDINO• NORTH ELEVATION N.T. 5. x to TRIM Co" 14IGN ROUTED LETT5k5 IN 103 3 CI-IELvETIC,4) PLY w000'1Dlr-1L -1 TOP OF PLATE EL. = 081-4" `� SHEET M .TAL PO14I`ISnoUT TOP OF/ GuR" E•At /eL.,=- IC01 -6 FILL FL2 , EL, = IOO'-01' 1 )c!v TRIM G! WEST ELEVATION 1/4" _ 11-0" 2x� TI-II PLYWOOD, I ©11.14 -7 61 -IEET rME.TAL GUTTER —=--- I x TIZIM EAST ELEVATION 1/4" = ii—o" TI- 11 PLYkIOQo 'IGING-I GENERAL NOTES 1. CODE: UNIFORM BUILDING CODE, 1985 EDITION. 2. TYPE Of CONSTRUCTION: TYPE V -N FOR B -2 OCCUPANCY. 3. DESIGN CRITERIA: ROOF LOADING: LIVE LOAD 25 psf DEAD LOAD 13 psf TOTAL 3$ psf WIND LOAD 20 psf 4. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 5. TIMBER: STRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM -FIR (NORTH) OR DOUGLAS FIR -LARCH (NORTH) AS FOLLOWS: USE: BEARING WALLS NON- BEARING PARTITIONS ALL OTHER LUMBER TOP & BOTTOM PLATES @ BEARING WALLS *REPETITIVE MEMBER USES SPECIES: GRIME: Fb: HEM -FIR HEM -FIR HEM -FIR HEM -FIR NO. 2 1000 psi STD. * 525 psi STD. OR BETTER NO. 2 1000 psi WOOD BEARING ON OR INSTALLED WITHIN 1" OF CONCRETE TO BE PRESSURE TREATED ACCORDING TO UBC STANDARD 25 -12. SOLID BLOCKING OF NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ALL BEARING POINTS OF TRUSSES. TYPICAL ANCHOR BOLTS TO BE 5/8" DIAMETER AT 4' -0 " O.C., MINIMUM EMBED- MENT 7". ALL METAL FRAMING ANCHORS SHOWN ON DRAWINGS SHALL BE AS MANUFACTURED BY P. H. BOWMAN COMPANY, OR APPROVED EQUAL. 6. ROOF TRUSSES: SHALL BE FACTORY MANUFACTURED, DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE OFFICIAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST FOR TRUSS DESIGN. THE DESIGN OF THE TRUSS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ALL BRACING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY ENGINEER. 7. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -Q OF THE UBC. 8. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRE- CAUTIONS AND THE METHODS, TECHNIQUES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 10. SHOP DRAWINGS: SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: WOOD TRUSSES. DO NOT 5CALE - OIMEN SIONS GOVERN FOSTER GOLF BOURSE • y�4 -qi.1 Y a. p4 • G• ra Ork 3 dirALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IIIIIIIIIIIIII1 I III IIIIIIIII ` IIIIIIII III IIIIIIi I l oi�uu iii Jill IIIIIII III III4 I '11.1111111 1 1111111,11 IIIIIIIIIIIIIII IIIIIIIIIIIII�I N0.18 tt` -.... 191111111411111-11f11.111111 °1111111111111w1131 revisions 1 Br r ROOF FRAMING PLAN N. T. S. PsligiNIOE RAPESPIRM SEMI% •EAMOINCEEROSVO•STWiEETd• WATEF1•sEW6sA•PAFiKB•S�lOLDINO• NORTH ELEVATION N.T. 5. x to TRIM Co" 14IGN ROUTED LETT5k5 IN 103 3 CI-IELvETIC,4) PLY w000'1Dlr-1L -1 TOP OF PLATE EL. = 081-4" `� SHEET M .TAL PO14I`ISnoUT TOP OF/ GuR" E•At /eL.,=- IC01 -6 FILL FL2 , EL, = IOO'-01' 1 )c!v TRIM G! WEST ELEVATION 1/4" _ 11-0" 2x� TI-II PLYWOOD, I ©11.14 -7 61 -IEET rME.TAL GUTTER —=--- I x TIZIM EAST ELEVATION 1/4" = ii—o" TI- 11 PLYkIOQo 'IGING-I GENERAL NOTES 1. CODE: UNIFORM BUILDING CODE, 1985 EDITION. 2. TYPE Of CONSTRUCTION: TYPE V -N FOR B -2 OCCUPANCY. 3. DESIGN CRITERIA: ROOF LOADING: LIVE LOAD 25 psf DEAD LOAD 13 psf TOTAL 3$ psf WIND LOAD 20 psf 4. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 5. TIMBER: STRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM -FIR (NORTH) OR DOUGLAS FIR -LARCH (NORTH) AS FOLLOWS: USE: BEARING WALLS NON- BEARING PARTITIONS ALL OTHER LUMBER TOP & BOTTOM PLATES @ BEARING WALLS *REPETITIVE MEMBER USES SPECIES: GRIME: Fb: HEM -FIR HEM -FIR HEM -FIR HEM -FIR NO. 2 1000 psi STD. * 525 psi STD. OR BETTER NO. 2 1000 psi WOOD BEARING ON OR INSTALLED WITHIN 1" OF CONCRETE TO BE PRESSURE TREATED ACCORDING TO UBC STANDARD 25 -12. SOLID BLOCKING OF NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ALL BEARING POINTS OF TRUSSES. TYPICAL ANCHOR BOLTS TO BE 5/8" DIAMETER AT 4' -0 " O.C., MINIMUM EMBED- MENT 7". ALL METAL FRAMING ANCHORS SHOWN ON DRAWINGS SHALL BE AS MANUFACTURED BY P. H. BOWMAN COMPANY, OR APPROVED EQUAL. 6. ROOF TRUSSES: SHALL BE FACTORY MANUFACTURED, DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE OFFICIAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST FOR TRUSS DESIGN. THE DESIGN OF THE TRUSS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ALL BRACING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY ENGINEER. 7. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -Q OF THE UBC. 8. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRE- CAUTIONS AND THE METHODS, TECHNIQUES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 10. SHOP DRAWINGS: SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: WOOD TRUSSES. DO NOT 5CALE - OIMEN SIONS GOVERN FOSTER GOLF BOURSE • y�4 -qi.1 Y a. p4 • G• ra Ork 3 dirALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 IIIIIIIIIIIIII1 I III IIIIIIIII ` IIIIIIII III IIIIIIi I l oi�uu iii Jill IIIIIII III III4 I '11.1111111 1 1111111,11 IIIIIIIIIIIIIII IIIIIIIIIIIII�I N0.18 tt` -.... 191111111411111-11f11.111111 °1111111111111w1131 revisions td 1 • 3 2" VENT F7, - P -4 �P -2 P -I Z" 3/41 II/eM vMT P_T y 7 13-5 1 2" 2" VENT P -3 P -4 0 P -2 1 1 1 1; ----- vi PIT 5 ,-144F- e F F VALVE: -►D `In 5EwER LIRIE (TYR) NA-TER L.IPJE (TYt? ) P -2 PLUMBING FIXTURE SCHEDULE P -1 Lavatory P -2 Water Closet P -3 Urinal P -4 Floor Drain P--5 Floor Cleanout P -6 Hose Bibb P -7 Drinking Fountain PLUMBING PLAN eLL411 Ir 142 EX I5TING -1 N.T.S. IOC A. PANEL HAND DRYER A [DA4,(p NAND PRYER 4 L2 A +9o" 0" A ALL FL EATEle MOUNT @ coo" LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NO. A B Kenall #3990 BRYANT #5228 MOUNT _ELECTRICAL PLAN N.T. 6. EXISTINCa DISTRIBUTION BOX AT PUMP HOUSE 1 CEO A 1A M L CEILING CEILING MEl�1 DI5TRIB-ITIOH C ox N/100 A 15REAKE.R ALIAGENT TO EX. 50x ELECTRICAL SERVICE N.T.S. LAMP DATA NO. WATTS CODE 1 75 751.1 A19 1 100 100W A19 -;I SPENSE{ 1 1bs6 ExI�T ; G rIG e-A-AP' K30 GLG, INJ5UL. UI`IIN5ULATED 1 5/6" PLYW Oor3 (2) Z x Co TOP PLATE. - - -11T )iii t n, TOP GUIMAIL �L. = IOO'-6" •P FIN, FLR. el-1001-0"Y - (A 5e_IMD) SSE, WOCIA T121 -1 5 2 x 4 NAILER -TOP OF' PLA -TE. S EL, 1'1081-4" 5 /g" PLYWOOD FI2.p P4 ■EL. (TYF IN MN S WOM EI`t'5 2 N6, STUDS ►�� II INSULATION x c_ PRA 55 uRF. 112EATED 5iLL PLATE. Go rK . SECTION N s Ga%:402 51--1AKa5 304 FELT Y2."SN�ATI -�li4 2 x4 TkU5:5 METAL CaU TTEI? IZ FIN. ra. EL, 1CO' -0" 4- GON T 4 2 x4 6LOCKIN6 kv 2 "O 5GREENJFD 2 PER BLOCK. 2 x 4 STU D5 @ 14,0" T I -I I PL.Y HOOD '5101 N16 Ex15T GONG. NURKIG4NE P AN1IlM1G+ ANGN4R5 •T`oP OF PLATE 4e5" PLYWOOD PR.�? PANELS Z. x 4 PiZe55URE. TREATED SILL LAT E N �9 FI'1, FLg. L, = 140 =D" SIM, 2 x4 57U05 I (0" D.G, !Ai/ T1-11 PI-11,--1000 '_7 101 NI& METAL. FL451-4IIVG 2x4 a7LOGKIKIG 2 -' 4 C,ON.T. $ECT!ON 3/411 = 1 1 r 0" 2x• TRIM (SLOPE TOP TO DRAIN) EL. = I0TOP OF PI.rAT1061- Ix67 TRIM `-- (2) Z x4 TOP' PLATE, - METAL FLASHING 2x4 CURS (1() (Lou SECTION 3/4" = 11 - 0 " 5/8'' PLYWOOD OOP TKU 'S L)e.YOtiI:7 2x4 OLOGKI NG PANEIo ACHE ®tJ1,.E No•' A LOCATION: ELEC /MECft ROOM SERVING: RESTROOM N� T - -- 120/240 VOLTS 1 Q 3 WIRE 100 AMP MAIN BREAKER CIRCUIT DE CRIPTIQN KVA P AMP KVA CII UIt DE RIPTI N LIGHTS 15 .4 RECEPTACLE .3 15 •I—' ^- 2 HAND DRYER - WOMEN 1 �� 2.4 - 15 - 3 ° g_ 4 6 15 _ 2.4 _ HAND DRYER - MEN �, �� ■ SPACE - - 7- . I ^— 8 - - SPACE SPACE 10 - - SPACE SPACE - - �-.. 11— ;iir 12 - - SPACE .■, 21— —22 ■ 23— —24 , 27 -^ L . ---- —28 ►il 29- • 3O 31- 11` -32 33 34. 35 ■ 37 ^ ^- 1 CONNECTED LOAD: DEMAND: DEMAND LOAD: 5.5 . KVA . 22.9 AMPS KVA • AMPS 3 u ■ c�1Lia -'4:41m40, - !E Islilligliiiiirli!!! RAP BraMM 19111111Wilike •EWOtlNeBF4lRJta•STiiEETS• WATEAi •SE1A/Eii•PARKIm•BUIi.Q1NQ• • d,$i nod drawn roie�J I I$j dir field Mt 8W u =t ®► ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS ® 320 ANDOVER PARK EAST, SEATTLE, WA 981R11 1111111111111 1 111111111111111 1111I111111T11 1111111114 iil -iii �iiiliiii iii�l�iii ►��tlii�i 6 1111 1111 u FOSTER GOLF COURSE RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS & DETAILS III 111 1111111 111 �1 111 1111111 I 5i 6 No.18 ,e....•md..., iin 11111iC 1111ii1i11111i111111111iii;1611