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HomeMy WebLinkAboutPermit 5011 - Ivy Hills Apartments - Building U-1CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Apartment (12 Units) Site Address 13730 56th Avenue S. Building Use Apartments Property Owner Group V /Rick Ryerson Address 1830 130th NE Contractor LaBellarete Const. Inc. Address 510 Rainier Avenue S FOR BUILDING PERMIT ONLY S.,1 PERMIT # Control # 86 -095 (513) Bldg U -1 Suite # Tenant Ryerson Assessors Account #000300-0052-04, 0001 -06 Phone # 885 -4043 Bellevue Zip 98005 #VITOLC *9H0•T,2.thJJ Phone # 325 -8585 Seattle ip 98144 roved for Issuance Sq. Ft. Office Storagee/ e War hous Retail Other Occ. Load 1st Fl. 2nd F1. 3rd F1. Total 9552 R -1 Fire Protection: © Sprinklers ❑ Detectors Zoning PRD /C -2 Type of Construction V -1 Special Conditions 1• . .- : tY'x' Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other 334.320 Receipt #4j2O $ 1019.00 Receipt #0469/ $ 662.09 Receipt #G5a0 $ Receipt # $ 0.5 Receipt # $ Receipt # $ TOTAL OWb 1 /3.50 6 A' I kfc $ d ntil revisions currentl 16 under review are a roved �e� by the ('itv_ FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary Single Face [[ Double Face ❑ Wall Mounted [I Free Standing [l Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL ANU 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 HEREBY CERTIFY 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 TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTIO OR THE PERFORMANCE OF CONSTRUCTION. 'Signed Date ylzxy /I LICENSED CONTRACTORS DECLARATION ()(Contractor 1 4_ 1 hereby affirm that I a der pr isions f the Business and Professions Code, and my lice /1�se is in full force and effect. V� 1) Contractor (signature)SR Date 1/ 2 OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or ( ) 1, as owner of the property, offered for sale. ( ) I, as owner of the property, Owner (signature) am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Apartment (12 Units) Bldg U -1 Site Address 13730 56th Avenue S. Suite # Building Use Apartments Assessors Property Owner Group V /Rick Ryerson Address 1830 130th NE Bellevue Contractor LaBellaret4 Const. Inc. #VITOLC *32-7&T 2 WM) Address 510 Rainier Avenue S Seattle C of o CIO" 00‘7 PERMIT # 56// Control # 86 -•095 (513 Tenant Ryerson Account #000300-0052-04, 0001 -06 Phone # 885 -4043 Zip 98005 Phone # 325 -8585 ip 98144 FOR BUILDING PERMIT ONLY Approved for Issuance bye Sq. Ft. Office Storage/ e Ware hous Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total 9bb2 R -1 Fire Protection: © Sprinklers L] Detectors Zoning PRD /C -2 Type of Construction V -1 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other 334,320 Receipt #q5dO $ 1019.0) Receipt # 0469/ $ 6 G.?.0+p Receipt # c.:f52 f) $ Receipt # $ 13.5) Receipt # $ Receipt # $ TOTAL 01,00 fii l'S:`_�7.) 31.L/Yt'iaf jt0 $ 169'%.50 Special Conditions Na Work to be started until revisionscuurrentiy under review are approved by thp city. FOR SIGN PERMIT ONLY [[ Permanent [l Temporary L] Single Face D Double Face Q Wall Mounted C1 Free Standing 0 Other Building face Setbacks: Front Square Footage of each sign face Total square footage of sign Special Conditions Side Side Rear 0 THIS 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 HEREBY CERTIFY THAT l HAVE READ AND EXAMINEU THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT GOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEt:--TH PROVISIONS OF/ ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � - (r_,/ Date `7 LAY i 7 'Signed I hereby affirm that I anl 1ricensE- -d- -'^ Contractor (signature) a r LICENSED CONTRACTORS DECLARATION provisions f the Business and Professions Code, and my lice se is in full force and effect. Date t47 OWNER- BUILDER DECLARATION ( ) 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. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date ���ontrol No. "'���'' CITY OF TUKL.I ILA Central Permit System Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ® Fire Dept. ❑ Police ❑ Parks /Recreation J C Project Name /-<<. /'.. Address Type of Permit(s) `,7 "'�• - This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date This project is approved by this department: Authorized Signature C Date CPS Form 3 1 ... CITY OF TUKWILA Building Division 6200 Boulevard (206) 433 -1849 INSPECTION RECORD PERMIT # Qt Date 1—&-C10 �' q Type of Inspection_ EJ_Yi( Date Wanted 1 -_ I 0 a.m. Site Address 5.15D .L5U fU S Projectlaai VW, Requestor On Phone # 04.--* (p Cj'1 1 Special Instructions eA r6 U .1. so Inspection Results /Comments: ral Inspector LigirkW Date PROGRESS PRINT • ISSUE DATE acp 1; ZS-114Q 4 .• , • , • • ••• 1,11NAGIC*As4 42:1 - 44)01 Z1-1011 11,!4>" L eiL-49" 91-1011 -00x g V F74,1 w/ -#4 1-c.N44.4 PercancN tr-4 e jt1 cotazi- marx--rin-4 ,/ 42" :"e:"4004RAL. NOTES: -57rkt.to-%F.AL, NOTES \7 Am701Acklb 161,1)62 :se ..6t-01.14113FAI-- e4“. IDA1V-2 ,un,i,fonneEtts iding Code, 1982 EiiittIon.:" eete. , • L1VB LOADS' Roof Aetterte'et‘.i.ltes' 25 PSF • • • . . tO PSF Ctielorriinodsors'and Cummunity .1(160 PSF • eLstatcateillarrags and Lobbie eis' T'25 PSF tiEallinjed - isMhi Pc ressu S e: . • FOLODATION , 80 MPH, EXPoSure "8" Zone I I .r' 35 PCF (EqUivalent fluid pressure) • Foundation design is.ln accordance with the soils report by Geo Tech Consultant-s dated February 7, ;986, Allowable soil bearing 3000 PS,. R-36 6utLvIt„, L-12. crrt-IF.:et eete...ceitere, ot-e feteirece PILING • ' All piling shall be creosote treated Douglas Fir Coast Region Pile treated acCording to 11.8.C. Standard 25-12 and confoyni to specification for Class "8" pilos. Piles shall have 8" minimum tip. Drive all piles to a mirtImute capacity of 20 ton as computed by the t.N.R. formula unless otherwise noted on the pla'n.s, cutoff and notches with 3 coats of hot tar or hot creosote. Submit piling creosote certificate to the Engineer and Building Depattnent prior to pile driving. inspector's record shall be submltted'to the Engineer and Building Department for approval pelor to *pouring concrete pile caps. CONdRETE See'CfAL, Thl5PficTioN fiattinn DURehie ftlE PeAtelleleite teie ALL CTROCWRAL CeOletteelostee)1.,,bee Cs 30,Q9. !!si t slays. Minimum of 6 sacks of cement, per cubic COldeieET5 SEC 36(.1 U8C.1 yard of concrete and a maximum of 6-1/2 gallons of water per 94# sack of cement Mixing and placing 9f all' concrete and selection of materials shall be in accordanceo, with the OBC and ACI Code 318-83. 3/4" chamfer on all exposed concrete edges. ' RE f tiFORC ING STEEL eiMfeCN. VIC)-5 All 'concrete reinforcing steel shall be deformed billet steel per ASTM A615, Grade • (co e 60,000 PSI). Lap all splice e 32 bar;diameters, 11-7" minimum unless otherwete eullw4-4 4— I7/770117•72ao. H sir-ire-UN HO pv -- T N) C'f,..1 4s.ALP Et2, t I \a- 0 '4).1 efv-,6,-e7N4 e*7-4,vn \Hi-44 C) t.04 iEw camaM701111015aareMINIMMIler F0(44E)AcT1 okl et, FtRcer L.ce22-.t FrP\AIKie-i PL4AN-1 92,,uvo1 al NrE Fop, l t.x*; : Ce<, iLp it G9C.. 1,V&' e.PX , 'vrrH ACE- f‘s.1 NV 1_ rt-sYVY FA it.. -E.Pc.54E---":::, eP . i 0 C.CieW0te-1 V.tL IteieVeteeereleetIM ,:teete/PreeiteeThete a. 10' COPYRIGHT © 19exp JOHN ANDERSON AND ASSOCIATES P.S, C. _ le2E*.e1-62" eete/e2g14661-1.- tpiNteEleletieeltel A HALF eOteelee PeOVIdeecoener bars 132 diaMeter,"l'e7" Mitamine) to lap horizontal steel at , eoi6ere ad wall inteeseceiOnse Detail .eteel In'accoeclaece with "AC1 Mattual of Sten'dard Practice of:Detaill-ng ReinfoOced Concrete Structures", Covering 'tb reinforcing to be 'Fbot,engs . 3" 13cittom cif beams (to ties) 3" Top- di' beams (tie ties) 2" Bdttclne`iaf plebs 1-1/2" „ r41, Of slab 3/4" wu exposed, to .earth' _ and weather 2" . MISCELLANEOUS STEEL AND aolts MiScellaneette steel ,shael conform to ASTM A36 Cry 36,000 PSI). • eiecillineous bolts shall be A-307. STRUCTURAL LUMBER. AND TIMBER Untees noted othervilee, all structural timber shall be : Doug f r larch graded. :in ade6rdzinde with 'the latest WWPA Grading Rules. Plates Standard or Bee Studs Standard Joists and rafter's (repeietive) Uo. 2 or Btr (Fb = 1450 PSI) Beams No. 1 or Btr (Fbe 1300 PSI) i Headers No. 2 or Btr (re 1250 PS!) Potts No. or Btr (F e P5)) 'PPY,151-N&, • CGN ELC P4) A11 lumber less than, 4" in width to be surfeee dry "S-ORY". Bolt heads and nuts bearing agaipst wood shall bc provided, wi th standard cut washers. All nai Is are "common". ' MinieuM:nailing per UBC Table 25Q. ' All plywood sheathing Joists and posts on exterior decks, corridor e and stairs and • all lumber in contact with concrete or earth shall be pressure treated to 0.25 lbs/fte e" t • INSPE TIONS ... lesPeetions aretto,be per. UBC Secirop 305. and 3C16'.and are to be by an lodependent Testihg,Lab approved (prior to steetin constrution b c • _ _____ he Bu I dtng Depeeemeot and, etteie jetteeeeeer. Concrete. Take concrete: cylinders as required. Cetlife slump and etrangthe r, Reinforcing Plywood Diaphraems Notify Building Department and Engineer foeeinspectioneA hours prior to covering. , Verify all reinforcing is placed' In accordance with appt6ved 'plans, Chock for requi red cover, s ze, and grade.. Foundation Inspect footing and excavations just prior to concrete placement to .insure material Is dry and dense. Piling -driVine "shall be monitored at all times by a qualifiedeeolls Engineer. FIRE SPRINKLER SYSTEM An appeoVed automatic ffre extinguishing system is required in all buildings except recreation building. System ia to be designed by the installer, submit sprinkler t plans for approval. Entire building Includine blinded spades shall be spribelered. Sprinkler system will be monitored for waterflow and tamper by a UL listed centeal station. i• FIRE ALARM .■•••••••■•••••••••••••■•■••• All buildings shall have an approved fire alarm system as specified in the Fire Code. Evety welt shall have an approved detector of combustion conforming to UDC Standard ' 113-6 mounted 9n the ceiling of tjie coerlor leading to the bedrooms. /7792) tib,Ai Al-r4 '7,,-fr, .4;6 c , s tie..e. 7914 ie /Pi l' BU LD1NG CONSTRUCTION C--/€• /,'C., /e Ali buildings are to he Tyke_L 1 hour coo...emotion threitethou.te except spa room, and shall comply' weth UBC'and UL fire tests for floor, ceiling and wall construction and • nailing, FIREPLACES I All fireplacee are zero.clearance with tight fittIni0 dampers. Fireplace to 4 clCBiOrmay happeroveseds. . Combustion air from exterior 6 sq. inostrettimum With damPei hrn , . f Unit. f 1 rePlace Superioe'RD-3300 or equii l• Meeting Room Superior RD-4300 or equal i Verify flue regtieremente.With manufacturer. WASHINGTON STATE ENERGY CODE - 1980 Edition be Ut. and F res top Building is designed in accordance with Chapter 6 (Perscelptive Requirement Approach) for low rise residential buildings. Roorrg -to Me E-r F-LRE FRAMetteeNOTES: ROOF AND FLOOR FRAMING • g51111rietItleY Anorimrieettis ny sE. laod) (I)) uze. t Provide 2xeso1id blocking for joist and rafters at the support!. Provide double jOist under partitions extending 1/2 or mere:el:4; the joist span. Flush beams (F.B.) not called out on the plans ehal l be double jOtst. Headers shall be spiked together* witn 16d nal 1 s at 12"o .c. unless noted otherteisee Provide cut washers for ati boltheads and nuts bearing on wood. BEARING.WALl FRAMING .•3x4 studs ele"o.c. on all beaeing wall below the 2nd floor. 2x4.etuds e 16" o.c. _temainder of building unless otherwise noted on the plans. All headers not called out on the plans shat shafl be 2-2x8 unless noted 'otherwise, with one stud and one crepple each end. for openings 41-0" or less, one stud and two ceipplet for openings greater than 4'4)". All plates bearine on concrete shall be Douglas fir-larch, pressure treated per UBC Std 25-12. HAILING Ali nailing shall be in acc71rda.ice. wsth „Tat?. t.tr, less otherwi Se, noted., Ni1 .a 11 vertically larrieertee ee-tes and Multiple stud celeens together with 16d "nails at 12" o.c. SHEAR WALLS ,,eitliammoniacal copper arsenate (ACA) ireaccordance-with'AWPA Standards. Ste- • Oelywbod as below or 00 oteelEesletteeteeeceetetee. ittaePeOoe•sheathing eAPA C-D w/exterioe glue w/span rating iloiefetheaehing APA C70 w/exterior glue w/span rating e thew' wail sheathing APA CD w/exteeioreglue w/span eating TRUSSES ( /42/20 32/16 24/0 - • loofttrusses shall be plant fabricated of Douglas'fir-larch or hentefir. Truss maelefeetkieee' tshall submit shop drawings and calculatiims stamped, signed and dated by a Waehington Seate_Licensed Engineer to Engineer of Record, Architecb, Contractor, and local eBeilding Department for review and approval prior to fabrication. Calculatioes to include truss end bearing and wind uplift, Truss manufacturer to verify mechanical uniCloads and locations with supplier and furniSh additional trusses as required. ,All truss plates and connectors shall be 1030 approved, Verify all lengths prior to Sabrication. COP), OF TRUSS eleeeee 'Tee gE ON 5-11-ki GLUED-LAMINATED TIMBER 'Glue'laminated (GLULAM) timbers shall be Industrial Grade, combination 24F-V8, Fbe 2400, PSI I:v= 165 PS!. Submit an "AITC Certificate of Conformance" attesting conformance with current AITC Commercial Standards for Structural Glued Laminated Timber. Submit shopidrawings to the Engineer and local Building Department for approval prior to fabrication. :eleeS011ANEOUS te. / .Conteae,tor shall verify ail dimensions and condition' in the field. Verify size and ,focatiOn of ell openings in the floors, roof with the architectural, mechanical and FteellelETfelCatele ;„electrical drawings. The sequence of construction shall be the responsibilfey of the .1..teraHl.... e7cinutirraecdiotor-..aTfehelycroonstirsatctaoirt sihoaaldl tboe virheisihontshiebletrfuocrtup;wilmiceyinbge tseurnbpjoercatr.y bracing as sel:TheeFee t510P PFeCeteeeefe. iteeitteeeeeeeee ellee.51eft (L.7 1 8t.,0 let5 etettieLl- NOT' -ffoccerett. tee fe ..etteetateeT Ceee .escette F-1-161eireePe eteeee hEeleeeli fete ON Ce7ree DeJetteleet re-/C.tete(ee-TOei AND Fait\IPAZi N'-‘11-, ME+UII�fL PLUttlgttAG 4 ELECTAINIL 16 Pk UNDER SEPRRITIT PEgrul-5. SW-2 SW-3 15W-,5 SW-6 • • e * ' ,••teei,Ji IA" plywood ote'z'o' rieeeidetna tied direc,tly to a11 top and;fe ' , ... • bottore plates wi th teed ne, le e 6"o . c. - at plywocei paiiele, • • . t ..,2 „A. edges od 12" o.c. 7at intermediate tupports. .! . ,.e.. , 1/2" plywood on one side"neilee 'directly eo all ,top,:and eottom pietas with ittd nails at 4" o.c. at plywocidoanel • . edges and 12" c.c. at intermediate supports. 5/8" gypsum wallhperd (gyp. bd.) on one side nailed to all' Studs and top and bottom plates with 54 cooler (1-5/8 No 13-4/2 'gY1), bd. nails') @..7" o•c: • 5/8" gypsum wal eboard (gyp. bd ) each sl de nee led -t'Aine aee SW-3. 1/2" sheathing board on outside fk..e nailed t.o all studs • and top and bottom plates with 11 x 1-::3/14'enai ls,at 6" o.c. 5/8" gypsum walboard on the insiee 'face nal led same as SW-3. • lbeett gypsum it•I a ithoard on one side nailed to all studs end top and bottom plates with 6d cooler Pails (1-7/8" x No. 13 gy p. bd. nails) e 4" o.c. Block all edges-. - ' F-' T 71: r.-;;;.7..:7:1 -7C C-1..•;"•.ii-iff.t; Ns-1 1.J11-"th, r-• I 7.'7 : P-C-C1,0?•:2;2='•". 1" NH ) cw 7- H Sa. E-7:11) ) C.).-• OF-7s) V 1 X4:1-1 ;•1 • IN. (L-2 eY'55 Crt!`i"1:,t eeteteee- teteeteetee-. Vi- 9 -7 FT .. • "•.: 1 • • '.. (.0 • L -3A ° MI), 43.- .9 ...... • . . 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I 4PIV5- a=f\V-114,1 • \ SFIADINC-q trazr(buit_r2iN (uv& L:2. ,‘LtetS71424tt,' 4ANIAIL,Ag, CPT M NOTev) InnnaguTI.Sv • L -t5 ONL:r ) .sigui6440eixoessweixew iteasaMitIMERMeavesnakomuipmereingaloWsloweserstalsingatieloaesiams.ostatialat:=20smOttfoMVOimr~ZAWS.gsscOMniSiala COPYRIGHT la JOHN ANDERSON AND ASSO0AM I ¶.1FI'-. . Or; 1 - - - t'7U Loir-Ica -------- - M1- -4.t ! —...- .13•1.io I ..1•,., - 4-- ' ..!' t'7U Loir-Ica -------- - f11AL. L: 4 -4,4L -F /4! " • (Nr (F? r2kr.E N11317147' 6:4AW-1E) Vit\rf 44,M enqDf-rit,1-4 eLJILc'N L-2 I 7,1:4 . • 6....., i • --s /'',„1!-.74';;f--'.. t.*g "'""^te ,.---"/ 1- 4,..,,-.. 4xE P•F--) — __= -4 %'01)"' GLIALic-fl . In 2? -)1- c ovH-1 "ThIlet \ \ • 1 ,‘ \ \ -• \\ \ \-. =.6 +nneelpISCI. ..-LOWEV PM:41. • v-ez-T RaomiN(1;/' Ft -44,1 utitolt HA-TCH AhEA5 Cei LI NE --2';:-.? NcO.F Y9'1A PA -CDX PL :f kiocv N Prt>4 VI/FACE:1 .ACFC...)5a WPpON ai a• pi\e)..., ef 10110,c IN rzl MID , u&e �>OVah ..1.4240.41511412tati.Wlefentir-444SVMPAK011aili4gitioXrcr.valat. -....._ ..-....: - ...,-. ,.....,..-.-:z.--,.,.,..:,,..".....-..,-;,,:)::.-4!,-.?4--4--fLs-,.-"..):::-.ca-r:,,..c•-•, ligi-2-Q.,,?......6.-).-.if---;-"?"&";;:i"-i'''/425;'''iF-i-5"a"Zi-i`?IW:kc-fi&Z"-'"1"!'..,S---r.'',.•! ..--' "";,...'":"`..,('''',.:/'..... ..,:g.,'7F..."".'5".'' ..-::.t.,,.."-.;;;-';-.)77,!'.'-'3'.6-st-'7.1-42...tri.,'" -;:•,-.7-';-=:.'-,';'.....--"!:•,'-",'•':-...":•;;•!:,- • ! !II 1, ' '• HI ',II, I I I i I I I 1 I III III 1 ! I III !II I 1 I I I I I 1 I I I I I I I 1 I 1, I I I I I I I I I I I 1111 II I I I I 1 I -, -- - ,,_, 2 T.i 4 r.:,- 3., , , ; ; ! , ll • I t 1 l' , , 1 ! , , . 1 . 1 , 6 7 9 1 n . \,:77:.: If the micrefilmed document is less deer thon this nctice, it is due tc the cuality et the oririnel docunerit. ,. i..; oc- ot 1 t. 9" 31. in CI. et IL OL 9 L 1 1WHH!!!:IIHill'H1111!;:11!!!!illi;iiii4H!!!;11tHILIlli,IIIHIII!Iffill,1,1WhItit!iltillil illr'Ill,thltit11,,,111!th,,111,t1;;H!ll 1 i , ; ; 1 " tt" 1 , 1,1 i I .tt it , ,,' , 1,,,•1 , ! , I I • r Lairit-1 V-42) hffra-- 2.41(74 • Thljeje, t.2),(0 r1PTe., oy.h-Thu5(....-sea ‘,I.0 • .„ , • • 1111111H/I HLINHI;!1,1101,11;1WHIHNI:;;',H;NI; - 139110021.704=00,17.9119-Xl A ' ! —...- ..1•,., - 4-- ' f11AL. L: 4 -4,4L -F /4! " • (Nr (F? r2kr.E N11317147' 6:4AW-1E) Vit\rf 44,M enqDf-rit,1-4 eLJILc'N L-2 I 7,1:4 . • 6....., i • --s /'',„1!-.74';;f--'.. t.*g "'""^te ,.---"/ 1- 4,..,,-.. 4xE P•F--) — __= -4 %'01)"' GLIALic-fl . In 2? -)1- c ovH-1 "ThIlet \ \ • 1 ,‘ \ \ -• \\ \ \-. =.6 +nneelpISCI. ..-LOWEV PM:41. • v-ez-T RaomiN(1;/' Ft -44,1 utitolt HA-TCH AhEA5 Cei LI NE --2';:-.? NcO.F Y9'1A PA -CDX PL :f kiocv N Prt>4 VI/FACE:1 .ACFC...)5a WPpON ai a• pi\e)..., ef 10110,c IN rzl MID , u&e �>OVah ..1.4240.41511412tati.Wlefentir-444SVMPAK011aili4gitioXrcr.valat. -....._ ..-....: - ...,-. ,.....,..-.-:z.--,.,.,..:,,..".....-..,-;,,:)::.-4!,-.?4--4--fLs-,.-"..):::-.ca-r:,,..c•-•, ligi-2-Q.,,?......6.-).-.if---;-"?"&";;:i"-i'''/425;'''iF-i-5"a"Zi-i`?IW:kc-fi&Z"-'"1"!'..,S---r.'',.•! ..--' "";,...'":"`..,('''',.:/'..... ..,:g.,'7F..."".'5".'' ..-::.t.,,.."-.;;;-';-.)77,!'.'-'3'.6-st-'7.1-42...tri.,'" -;:•,-.7-';-=:.'-,';'.....--"!:•,'-",'•':-...":•;;•!:,- • ! !II 1, ' '• HI ',II, I I I i I I I 1 I III III 1 ! I III !II I 1 I I I I I 1 I I I I I I I 1 I 1, I I I I I I I I I I I 1111 II I I I I 1 I -, -- - ,,_, 2 T.i 4 r.:,- 3., , , ; ; ! , ll • I t 1 l' , , 1 ! , , . 1 . 1 , 6 7 9 1 n . \,:77:.: If the micrefilmed document is less deer thon this nctice, it is due tc the cuality et the oririnel docunerit. ,. i..; oc- ot 1 t. 9" 31. in CI. et IL OL 9 L 1 1WHH!!!:IIHill'H1111!;:11!!!!illi;iiii4H!!!;11tHILIlli,IIIHIII!Iffill,1,1WhItit!iltillil illr'Ill,thltit11,,,111!th,,111,t1;;H!ll 1 i , ; ; 1 " tt" 1 , 1,1 i I .tt it , ,,' , 1,,,•1 , ! , I I • r Lairit-1 V-42) hffra-- 2.41(74 • Thljeje, t.2),(0 r1PTe., oy.h-Thu5(....-sea ‘,I.0 • .„ , • • 1111111H/I HLINHI;!1,1101,11;1WHIHNI:;;',H;NI; - 139110021.704=00,17.9119-Xl PROMESE1 r PRINT• ISSUE DATE 7-, • 4'04 . - ' ". • • • • Asametrametorimerairagotmesker.444araim Ne401.41011zsgraltrIWAlmoolattlwaleNter-oramertslottalamar ez.erivievi-rie44 ,teeklaN44-4,°:? •-• • Vicrpeloner 12 e-Atiaat rwwralma!osseomwm%Lsammeunms!amvamegmerionftwasutemigePstA•Rsevo,44903••Abr.e.' 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()mow t).c.c.c.rr ieNcrte.9) firlett."24540041,WIT,Parag.,464~50.04,4011t4""laW4ratnialleettSWIOMPWONSW4,2/0404=1569:2(21W4SlitGAear840:WaGPVtraL*WMAPOONSMONAMMtr*Kritr.ganFiNZWENZIZMWMRattlierfaZ 7[015COMOSMEPLEIVAMONCtUtirIX/1/CrONSWSNIa141/200M1 19 .201,14 AMASON MO ASSOCIATES Rai M. 1 rrir 41-1.tVg, 2)(40 q 24" C2C0 • jilf•MA .:114t,,34 / HLF N.-11L.C.21•JG L-4 OkILY----- FAMIAL PE4FZ1E-.7t--ZVASTIe.2/--4 ( DUI:Olt-4(v L74) .HALF czNprn-+.4 1 1 1 I 1 I I 1. 1 I I Li Nc TcY.2LJTH 1--"y'L•LF L.74 w•..... , .„... :-., • )2c....2 -14 ;--- -. , r..; ,. 7 ,,,kt:7:40.7-, -' • . 1 1.4 ,C1., . . 1:',`:'•+:4 1.-....".''''''‘:„.:•‘• -. ' c4 1 i„,..,• ,-1-4?)-ii . ,3iii1- .e .)1 „IV el.t1r,. C,C2 O: CZ1 (7ig gisC hIL 1 12,),(.0 NF.'Z 64PIPEth717-1)...15 _717 ;444 245c/111.0c. 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P.,ex$ (Jo( . rruee hr-r5d 2A`/CM, • GitIPPP.)-1"PLie:5 KOPF FLAN-pa:IF fiaNktMa--1 FL4SN 1 ei 4') LVO:/ DhAI-1N bUiL.D1N .11111_1tosPI HATCH P‘nt Dn--1C./T eLort - NO Ofttc-nT. •' .frittlArk —7? 6Nreix NJ r¼ PN0,:iPPOF-75 'NAL. ec.1 C-:rce--;;X:, 4 101.1,0,C. 11\1 riaLo a.ovtix+-. fp4...stoe, - . _ I ,11,1!!.!,! 1. 11, •,WH, 0 if, lilt. 2 flO 1 st..,---ee • .• , • . , II 1111 II II II I HillirillililwhIlliiwilliiiii11111111WHIWWW'Hi ,•, 1 5 7 8 ir) -11 •11, 12 .tv • 1\10T7:: If the n-ticrefilmed eocument is less clecr then this ,_.,..._nctic±, it is_ k::.ue tr.1thc cuality ct the nririnel eocun,.ent. ,ce e.:e. 1.,::: 0,--:, ut si. 1.1 9t si. fit CI. 21. a 0L 6 9 • - - -- ... , 9 !;„,HrHi;,'1,'I 11"11H1H1 WI IIIPTIIWITHHIull"I'll'i 1 MI111111'111111111i1111111H1111'111111' 11111Tt111111'11h111'11T"H1WITL'HIH" t iH II! 11 hill1011111!1 1 1, I, 1. 1 1 1 1 1 IIMP44444114C3140111%,=245V14444.9444344;44VOZ25441r,.-.1404reaX44114 .8.1.1111MIGRAS.,..APFIRTIe PROGRESS. PRINT. ISSN: PATE • • • fir: a�esmav�e�wo. 1 • • • 4.441( 4-- • Psit- • • 60 , ; ___ t . �`•j'"" )111)1 —' Psit- • • f)S4R1"1,41- W.C4-4 Lt --"VAT 1 OW (r)11 -Y0 Fi • • 1 3 17.2PZ4-7 I'PLATC-! r.......... iik 60 , ; ___ f)S4R1"1,41- W.C4-4 Lt --"VAT 1 OW (r)11 -Y0 Fi • • 1 3 17.2PZ4-7 I'PLATC-! r.......... iik - , ; ___ t . • COPYRIGHT 19 • JOHN AK:JERSON AND AMMO -ES P,a, • • itivIrmattormsvolea Preer ,44,1 Fcinof ,64\ANt,'4 FLAN k-41-1EAE: Pt' NOTES OLOPW rti F. 22k(ot brID el CLC. N 01-7 : f the micrefilmed eocurnent is less clecr then this 1'1111h;:1116IIHIIHILI 11'111!11,'Il l'1111111,1111 PI ,11 11111111:11111'111111 1() 12 PROGRESS MINT , ISWE • • tr- MnUeet,e II • `Q-)%flill'IT''),1 '61 p•--1 -....,, ,...A,.,., ----"--",_ --- .•---....,..,-.1-----,,-.,,., 01 '7F21YPC., 1 ›s', GYr cAlt erp. GrCht-TE. afFChET, (2 'I'L' Htit.) OOP ebri_ acstar,,sovirporlspnemAtimaisve..aimediormaezstor COPYRiGHT S 19 JOHN AN)M3G14 AND ASSOCWES dOWCROM4152100:**Mar*MILARVAPV-aRWOOrfakekt*Ik 10 PRP', N 114011001100810151.0163:**111.011•MILAWIA•110411901111111WarahalribSAIP****41914100/040aNat . • . 4fe . 0 \,,Eur a,-)hhiror"--) 2.A 1,0 CINIT t;• G-rr. Cfs F1 glYrt sTr 3 -LI] $CC1 • • " "' ' -7' ' ' ' • `.:-' •': - ' .;- ,"' ' • - -,- • - .•''-,•-: ..'•• " ,•:',.. '.-•-• ': "•*-1.; :-,,:...;.•;;::.,.."'.;it-.•.,s,",:":,--,.:•••,:- e-:-'1,,, .::::;•>.-'•;e,`• ,>.-i.?-..c..:,...c..!::.,LA.'i• :::..ii.-;4;•,-,:c3I'as-4'/..:-..,,,;,--:`,--..;,:..14-:-.••-,..--„:.,::_.1-;::,,;--:".,....-,.;),-;„-•::,,-,--;,i;•,,.,.,,,Ii•„...- .,,:,,-;,1:,,,-,;:"..- .7,-..,..,i,I•-• ., --••,..- --..-:.;_..4:;.;,•••..!•:::: ._ ,. , ,., _, , 1111;/iii;;;;;•;;;;; ;r1t1;;HILII!!;;;;;.!;;,i;;:i;•;•;;!;.,;; T111i ,1! 0 1,., TIV !,.1, • H1 f 1'11. r '1 1 I 1. 1 . , 111 1 1.1,1 !IC I 1 111 . 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DATE , . • . . 4-7404 3)14,0 besheeV, %"-;jnyil end- stIalt elitteldigwalcis et least- 5 1-mtile!. : • ,Warls Stiet4 ,Vi4k*V. yiptitstArit ims-ttetw4e4, with a., stsviolth 4-,01 rob* to a betvht• of foil' e feet,: : . 1q43.4V he*a a set of i6 TO lisehes teas the' fintshod Mose, , lateral di. stem:4' tha conk,-,t;1•Ine ef' the ;eate-4,440,5att. to . near tlit idng9Pab ba,“ •Ahaii not le*.a then 15 nu,hes on one side end thn't0"SIX inches or; the otlieq, Ode. 13'01 • • tt....* Oos-..47.7.t,• :tic.:1-f•reri,:.„.. 43;tt.a.0; . ?.• • ,, 4.eat) baOs at:ono S44e and et the book ot tivt•,;I:f..) 2,.`ki ' Exposed: ilie.41n Ptp and ilot, Weer plpes etidaP• a tavatot/. sfceil beOacesse4s, fpalliatcd. i6 litttme 'abaci* Oa Oaratiet to' the flootl.,, Cot.0 betA;s: 6* The s41:do;ekulq bi' 42: ' ' '.i " =;;" , Of poked" tc,'.privnt, ceote.f:t.: ' . • .,'.. • • .. ' Arti;hes. long. with the fieonttac envf pos-itifoned. ttOt lets th•sti,,i 0 •-•fot,+.:1,;„ • ti•f• r-iAt.,'nf .1.q10 " ' • . * • .. . vette cloSat. firtah' ba.i,:e at Ofto baCk th.v;i .tYe 01)b. ICtti tilos :14-14)00,t ili)r)g klOd Xt`!ili , ...ftival* If1(0340oVavoti: '03;611 •ber InstaYled a* that the bottio . , . * 416 ''. l'ictiott4d noti*:44., tf?an 9 Inchehlii:d Om' 44,,aaf.,:•, .-Citii btail) tkttZli; . . mit9140 d16frieteP of not less Olen I-1/4 tr;fiht.gr.qe0 in4ioe '1444. 1„.,12 imcfieo 41z4 •41,14. Ot.**Stlittkb a sleerance of .17::1izt/. 'Pet batti•Ktm. OR 1.162 &a thk 0E104, G.:.01!-,6atii:* '• 0')itit 4e' e-aPfibifi Pf itl•PPpot,Iffil a go pektrid t'.1?ve .toed-tfOltflitot poisseqent ties.ttOt.'0, , ,. , . .. , •: - Levet,ory shll hae f .33 1;r=ehos to 34 tritP:e.s Ezed -,,5411 twit a 29 ISO ;111.1 -ti MUM tiea,re f tavi the bottfmil 01 ttieptt)ftt ttie tlowc; slkli 1- be • • lever type land sh!; ba no rfca'fe ihae 17 tneh% fvois-,the font'efie of the 44401 or coonteK, • 1c.--)1-op 191-01 I • pp-Aos r1/23h TO D' -)1 -sl, CV -7 dH ",1C) Joh-fry-c %'I LF*ON Mt' W(Mft]L. Tr. 2.x2- ntiC) NNL ty riff:2m 291;M. cLZ1-iCiff: LINCA1P--, NW PL) 02) 42'2. W1f5C1- rh nrzG. jL 7..elerovepommlevemaritre4te,4,010"0;?4,t-etireenteitrktfeleteri!Aeopiewegewedeme,ATtrwz---erertegnr-r. l'•ykle.Y.04•01orr•IrrAPV40444.41- shi.:40.2112.111c • ' ' 4 "411.#-Osho 1 do fghiiilbe•11(114 pr` hetiiied '6 irisi)tt;473iPit Ce-44Ili he tAgh ,-row-d1 end 63.ein d.tepn4mrao• end dIlp0ael ftxtures the') be mouted' nov-te. ' 1airsette,t47113 fl.,t,w3 014 1,.t..elt. $6. • eql,e_tiO 40 ,inchef... ahovet tivs finished floor to any ifoel, opratinkl 10 and a,41,10.4...,.:V "ttl cottitered b4hinti. ofid 6er2-4Y-4tli the 4-4-iNt',1'4-'6':. dispotpeeP.•• Exhaust fn3 peoVide a ,foineai of 4 ailf changes per hour, 0 1 I E.).CC.12-)C1 hrl 4><12 P. e4.2 rzit, C.OfY-)i POP-) ytt-1-rt.. 140P 't-....7 - 1,1 412HD').- — ...w,..*.r.., , ,36 1 61-siz .4orstow..koweraosarmarossowara rnsi- t\it• •V.44 1, ‘_coxv,L1-tr)p-, td-oll Le4)2,4 col ., / 1-1141\JOhNi.. CP -6.N 51-4724-,- RXXY-4 CAIIP-41-‘1 \ di ;„, poseet,cc a.a.1 Lt1_011 I 11 Co- 0 , • ..- • . •,—...144(4541millifte/1.15M111,0102.04MCW7M4h4eakalM~CML/C7416/$071.410Affa COPYRIGHT 19 JOHN ANDERSON AND ASWAATES M. NM tp‘f\- t\N. 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RNAt.O ENINRON „MAN 5' PRUIlu5 T.*-WNa�RCL_iun ST4T'E 'OF • RECiiST:ERE ; saPE•> C,RUSG- ;f.C'1"Is'SN (sF PLIU f'4NG IAREK Pktl.,JOININC., PUBLIC STRI•=C"T' SCALE i" F 0't ..>.. .,. ..�.v.:.�...r�•,:rc.,vxsS:tir..vrSs:Br.4«.rScta'Yis�2f�m�rar,+y i> ,i:,r_ L• >r.,.y �fJtit$�+�o>.�-ri�.M s%`i i'....}i�..'li'��W'''.��w'�',t1.aew IIIlIIIIlljlllllll;!!IIIII!!IIIIIiIIIIIIIIIIIIIIIII IIII IIIIII I11,11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII O1G S11'. I11<.r 2 --i / 5 6 7 ` _. 40 1 NOT7: If the microfilmed c'ocument is less clear than this rcticc, it is cue to the Quality ci the cri'inr! c'ccum.ent. I t,: ii.' G, (1, sie bl £e, -mac'. Lc. OG 61.el LA 9L GI VL EL el LL U� 6 fi L 9 4i I'41!+IW1I!I!1II!!I11111i1!1I!!!ii!411!II11,h11111!1111111IIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIiIII!IIi1IIIlIII611111111!IIiII1HilIIiIiiIIIIIIIII1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 11111IIiI!i1j111IIIIII i%"X;f�ifit.�4f`atSa'���7�L�]�.�at.,�a.!!•;�'::4..!.tF,LYS'�. v1Ys_�¢.', i:: 111►III!IIIII1I1II111111IIIII111II1ij11i111111II;!I y11 ,...• ,1(, ua,1, 12 t• I1IIIIIIIIIIIII111I1111IIIIiI pees 1 DATE I, • GOTONE.A5TZ~.Il, PARIYEV1 NCLUIIE, PLANTS 1-1.-TI.S. rARl;: ,, WITH PE.Cb1E;1h TrK PLR.1�1'�IAlG,>. 3� M401)0C>ENISROM CVI.ITHIA - QI,IAKIN N (; aRSi'IE~.N 6- THUYA PVR 1:01111 DALI - Pt H(3bOAE.Nl3POCV• EF N [VAR! E .CNiPOhT cAhrctii- 2Crr-s QUAKING/ ASPEN G- CAMELLIA JAPONICA n LOWER EUI L LSI NG PLANT L. IS T— TYPICAL bUILM NI G [ 5CIENT171C N \Mi . CD'AMQW NAME N[.0- 5IZ.E. OM NIEI\T5 - __ ./. .. w„>1•!.'�Owlw•.Tn�(lOfll'M�rW>.�..u..�_�_� +rr.M�r • •••• ...rYivwdeurn.Nw.►.RMff.Rw^'••••• POPULUS. TREMULO1tNE S LIUAK1IN%Co RSPE.N G ID -I/..° l •,. ACER. OIRCIM RTUPA \J 1 NE MAPLE s 10-12' • a S GLLltPS AZALEA A WCX'E. l� I-•18 l CN Iw lel L� R O N e1 E. A N M r P t E. (.1 E. A N INA ARA E 4- 7 CSA L., 21- 2.4" RHOD0QEND1"ZON CYNTHIA. 1 /"2.1-Z4r _ • RI --I O Ils 0116dtrRo'N 1.11\1IcUE PMOTINtA FRRSERA VIBUR N UM IIalliLsE TI-HUWA PVIZAIoitA31 Iv. PRASERI bAVII] 1 PVR PtrAIbALI3 / / 2_/ fI/7... /. 1 la 6 21-Z °' 2I-2.14" GAL., 3— J • a4ll • CAMELLIA. J A PO N 1 C A. • • C. 1---1 1\1 ELI. I A.�,�' f 6 Z I •-24 °' L 1ULIZI'• • •-• ' 'Y M /AK E. A S ' . A R`G E • A. 6 # b E. WILL l- 1_1.. +vi L.J. P41.< 1'4 ,3-`A ZRL R'.ROSE-5 1Q 6 -RIIMNOENE RUttGIUE JI'NE• M RPLE 3- AZ. ' RO EFU1� TYPICAL 5LII �a SCIENTIFIC. hi•1'\ME NO. S Ri t Pt CA A R A \J I E L) R N U M to 1 1J I I I LI AUR EL Z:APPE.L,.I RNA N ANSI NA. C. F NtE.LL.I f. J F PONT Nay: ti Z PA PA- L. S CAW ME.N[T5 10 -12' IO -171 zl�24" L I ,. •2_14,1. GAL. 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UEr f i_W LZ 9c- SZ he Ee ee l2_ p 6l $t 21.----9C gL */i cl zl ll 06 5 Q I. 9 5' 9 f' Z l ww U nl�i�!il ii�� I � � I � , ,i►I iiiiiiiifiiIIIIHli IIIIIIIIIIIIPhi ( ` I {. 1 I 1 I i Illif!I�IiI ►Ili�i►Lllliill IIIIIII�ilit11,11111•Illlilllilllill111111I1111�11111!IIIIiI,IIIII111111I1iI1111111Ii!111111Ii11llllllilllllL?11�illlii!I!II1111 Ilii I' f I� � �.'! I � 1 �i I I i; � �• i . - • :,. 11.1 Il ,III lIIIIIII�i„..IiIIIIIIILillllll�flliflllillll ilil�{Fili.1 ± • 'Rife sS PRNT ISSUE DAT' w444e4e40-•vs.rrn.:rsiei rto•-, ?• AUP L Z.AeaEts.tAINaR ACCR 1 rf4fsioi! S. 10 - R4406ahVlAtIV-614 :4 w F taC Name) rNENt'atzttw Lint QuE. PActA`d 5AteltiNA LAUD 1\1 LPWRE L z'. ::L tRNA -/-'t4.11L£/-4 ROY, E t31..Th ENGLISH 1 V Y �.�.. 2., ' ON CZ i I.;. R J -RI-16nOtEN DR ON !Etv'16;r.I I~ ----. 7.3-1.1114 r r\APL CAM LLL 1tMCOTONE-JA 5•'ell' . PAR tsi EX PCR PL ! T.L N O t b E VINE MFiPLF • a"A i1Gr*�i" I ,.fir , 'cc'' rtr,*r+yrr_ RH�i# j F1¢'-kIlF3L lr(t:IN1 t i \. Utitco s E V. • 5 17 PAC, 1.1 V:51 hi r).1=t C_ f 1.4; 1 R O ,6 tt,SFNA• .1 ; UN tUO ‘‘..1..t rA UR `u 1Vi• • a.t1 i PHt T•1N!! 1 C.A.SE..R.i ROSE F.11.3' P PICC:amu 3,1:kF-1 O 1 D E,thRON kJ NI UE - -. AZI---\1..ELis N1 ! izfelRLi --•• v/1NC MF\f✓PLE x LellialS9M.0.1•00PIEGOMMOMMA.VA ...60.2CFMRINCIAC COPYRIGHT' () 19 JOHN ANDERSON AND ASSOCIATES . ,.•*!!...'”. ..??.:� :'✓'�. t . ,.f: ' -v .s:f^ , s`sa�..r r. ,n.. -max. ., �J. IIlJif!lijl?�' I •:iNzY/il�.•.•.tGiwde'Yi`.'e�;t..,.,yj;g;.,.�.S. L.; :.. ', ;;?,<}i•r ,�'e --x„�> '-, .,�'i ,#.is : - 4'r.; -1 rI, ..l,= ^r ,c,.,.s..- ..w.S.4.S, •„4',r .i._4..:;-„%G,ei/.:��.fi�b�Y :cv,,. ;c .FY `' lief !IJIIIIIJ;IIJI!i 111 i!1j111111 1111111 1I1iH 111 lIJ 111 I 111111 I ! 11 i 11 11 III 1j 111 I I• i I I! I J 1! 1 1!1`111►i JI•►!IIJI'1!11; III Ili!i1 I!,!I 2 I 1 1 � 1 I �` J 6 7 8 NOT~: If the micrcfilmcd eocument is less deer tht.n this neVcc, it is Cue tc the cuality cr the cririn'I cccument. !.,.' fie. . E, <<: lC oe, Eel Eil Ll 91, vl 71 cl et ll Ol. 6 1 l !j;l lijl 1 il! l1J1111! ll!` Illji il!I!11111jI1!Illjll!Ij!I�ji;1'III 1 1 1!11 II!jii111111 11!1I.1111111111111h111Ilill1ljl 1/j11i!11111i1111111H6 111d 1ll11 IYIc: t? li IIIIII!fllJlll,ll;il�ll,�;��J .I:!.�I�-il;!ijllj!'� 9 1n 12 L 9 S, i1 'I! 1111 iiid 11 1ii1!'.ilililllll!�illll111lIllfll1111111111.,,11 .y— - ay - - -- .°�p'Y' fi6'. Pel.,.. 'Yt.3C•Y-. i,''&' 'X. .,,f , . ,-1,n24'!a~; t>JY"z`ti'd4.,. �-„3�'t�`•ti �Y.43`'sZ'`�1EFS`t�., > . ars4 0 - CO- 00 TV! 1' ----- NEW 3'-'6e i'-8er X 11-4" DEEP PILE CAPS w/(4) , EA WAY TOP & 130T NEW 12" X 16" GRADE BEAM TYPT0142-) CONT TOP &BOT r L 81..0■ ---- T 23'._4• I TO L� 1 ! ! I I 1_2' ER SHOT Si (TYP) 1 I I i / f�/ iiS L. 1- 1010"- - — ---. �,—__-------15'_10y 1 I El L t - 733I J 4` (5) 0 101'-0" 5/.- 0" 7 1/2°- 101-8" e, n1/2" 112 CU 2 1/2" 8'-0" • O Cy 16'-8" 2 7/2hj 2/—g 1/2yt 13P_45/8H 2rI1_f4 1 A y J 1: (� ..ttru�.. .. t.."'" 1 I .ill t r__._J F3.0 TYP GRID !- 1 i t 1 121-8" L s+ `.xi,.+. r:',"xt" , ' 0, c nc Fie T'YP r --- LINE CF SYMMETRY I•�-- 1� 121--0" - - 21.-0" 121_0" ^I PILE LOCATION PLAN (/-\S BUILT); (� NEW PILE CAPS AND GRADE BEAMS - BUILDING Ul PROJECT NORTH NOTES: 1. 0 INDICATES ORIGINAL 16" DIA AUCE;RCAST PILE •- CE.NTERLNE IS SHOWN THUS: IN0iCA1'E5 AS BUILT 16" VIA AUGERCAST PILE -- CENTERLINE IS SHOW DIUS: - 2. DiMENSONS S -HOW fl US: u INDICATE DISTANCE &r> m f `IGIUAL PILE LOCATION AS SHOWN ON SHEET SI OF STRUCTURAL DRA.W1NGS AND AS BUILT PILE LOCATION. 3. INFORMATION FOR AS OU/LT PILE LOCATIONS WAS FURNISHER BY ARNETT AND ASSOCIATES, RENTON, WA. 4. SEE SHEET S1 FOR BALANCE OF FOUNDATION INFORMATION. 5. NEW VOR', IS SHADE° THUS: [1 J U Ili 1!1.11 Il•,illji SCALE 1/4" = 1'--0" L. 2 '!I c:.. !Ililj;l:'!!li;l I1111 ; ; ' ; 6 IIIWW1! i 11111 NOT -7,: If the rnicrcfilmec cocument is less deer thE-.n this r.rticc, it is c'ue tc the cuality cr the cririre I c'ccurrent.. tit !II!!II!IIj1;h1L. 111j lijlll! 12'-8" Tza iJ L (0 • Li 91 (;t bi f:l Z: ll 01 Ei Ei 1.1j1 I !!!1'11,!!1 1Hlijli! �:! 1111;11!! IIiIIIlilliiil,l!I1! i'ili"!!1!1H.1" 9 r} E• 1 I .! ! .1 1111II'.! !111111!:1!1111!111!;11111 ;1!1. 12 15'-10" 10'--O" r i (-,4) ID f Fr? F'WI/ ° ' F-1 p JUN 19 3989 -- r CITY OF TUKW1ILA APPROVED 446 ,'9, 713 ;11LDING7t1717.--- PILE LOCATIONf; •-• AS BUILT 7/20/88 -.11M046,64.1F.SYLLIMACVX,SW!..M.M.K.Olifraeibil RYERSON APARTMENTS TUKILWA. WASHINGTON 7/ 2C/IS8 .` - moors, MC, F . 11411 WE 124th Street Sulte 3G' ,Kirkland, WA 98034 ( 206) 823 •- 666? n ` d r 16'-8" 14747.1 'tit L r-•- [3:_7411 E PROJECT NORTH 1O'-0° Al r LJ 0,-0. 23'--4` 7 1 2' �— — NEW 3'-6" X 3'-6° X 1'--4° _. DEEP PILE CAPS W% i 4) #5 EA WAY TOP , 80T 23'`"4" 7 1/2'---,, 1l0'" 8" '-8 1/2" 14• 9'-1 112' I A.�.__.. - I M ReN 1 +v .... .:..v.... �. �,. _�try.y z 7Tti t1,..� LiO 3/4 t• ..: .! INEW 12' X 16" GRADE BEAM liTYP) Wd(2) 15 COW TOP a ROT 1. 1 C 1.. I 4-7 r~. 1 00 a 15'-10" 12'--tl" 1— L — — e PILE LOCATION PLAN (AS BU1LT); NEW PILE CAPS AND GRADE BEAMS - BUILDING U2 NOTES: 1. 0 INDICATES OM 4AL 16' DIA AIIGERCAST PILE CENTERLINE IS SI•HO*`4 THUS: ----- . — 0 IND1CAEEES AS MILT 18" DIA AOG RCAST PILE - CENTERLINE IS MOWN :(HUS: 2, DIMENSIONS SHO°4N 14LIS: E1 INDICATE DISTANCE BEI3+I(E I ORIGINAL PILE LOCATE AS SHOWN ON :MEET 51 OF STRUCTURAL DRAW IGS AND AS BUILT PILE LOCATION, 3, INFORMATION FOR AS BUILT PILE LOCATIONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA. 4. 511 SHEET 51 FOR BALANCE OF FOUNDATION INFORMATION, S. NEW WORK IS SHADED THUS: E.r II'IIIIIIIIljl111 0 ,t' t1'1'I L 1111111111 III;! 2 SCALE 1/4" = 1'-0" II11�1j1�1i1 1 I ' ;Illil' cr:! I LINE OF SYMMETRY 24'-O° 12'-O' !11,11111iljilf!1111 i1i1i1,1� 1 111 l�lIlllIIII .10., ! !rri!';i,i Il llil /, 5 7 8 NOT7: If the rnicrcfilmed c'ocument is Tess deer th<.n this notice, it is c'U€ le the cuelity cr the cricinF1 c'ec.ument. c'._: lc: 0C: fail Lt 9l £=l el ll UL ti 11 III � III!11 I1!Ilfi l'Il 1 f1� III i I •1 II:i I!lill ll' !! I I I I !Iilll1i11111i111i1111111IIIIIIlIl111111111ilin111►11111I1i1!IWIIIllllill 9 1 III! 11'11111 11111!11111111 I • 1 /l I!1111 12'-8' I i1i1! Ii111i!' 11 •.4 t,I ,vcr:. 12 .:, 111111111111111111i1111i11�+i+HIII111' i!;HIIII i`V.S lit Orif. GUI e�N� 1t3, '� & U t - 1O'—O' CITY OF TUKWILA APPROVED AUG .9-\ 1 N R .,art G DEPT, i ir,, !;2;1111 Jut.. 26 193 A d�.r PILE LOCATIaNS - AS —1---;) /25/88 A t tit ' . r.°� `ji x y f\:t\i‘ ' \, 1 # A 4Y I 1 -4. r.::t;- '� $iMPf W.l9aN9/' aaaaGxlKt�p 7/25/88 IKILWA, WASHINGTON rs�f 1kcZJQY:Is/Yaf �Y V ia/ 7/411 NE 1241#'i %vet Suite 1230 K th 4.- WA 98034 ,>! - SWUM Pl (2€ R2. -- 6667 16'-r 8)-0" 2S-4" Ct. OF NEW GRADE BEAMS = CL OF AS BUILT PILE (np)-- 3zd NOTE; 72' IA C.I.P. PIERS ON TOP -1 OF PILLS .'RF !‘.!CIT SHOWN FOR CLARITY. / CL FIER = CL OF ORIGINAL PILE (DP 41*. f'4') CY3 • 101'-0" 5'-0" I 2)-6" 23'--4" 7 1/2.- 2'--8 IZ2"\i 1'-5 3/4° -- EXIST GRADE BEAMS ARE SHOWN DASHED UNDER NEW GRADE BEAMS ------------------------------- --........ a -4- ..., . •••,,... (41 p•,--) Ci--.......... n_„. A 11.:1 IZ) 9'-1 1/2" NEW 24" X 12' GRADE BEAM (TYP) PROVIDE WIDER BEAMS OVER PILES AS NOTED TO ACCOMMODATE PIER OFFSET PLUS RECYD EC:;(7. DISTANCE PER E/SK5 - \SK8 2`-. 0' • k 411_511" - EXIST 12 X 8" GRADE BEAM (TYP) --NOTE: CONTRACTOR SHALL ACCOU FOR LONGER GLB LENGTHS DUE T REVISED BRC SEAT LOCATION IN N S DIRECTION 0 GRID PROJECT NORTH —CI.. AS BUILT PILE = CL NEW 12" X 12" C.I.P. PLINTH (NOT SHOWN) IN N S DIRECTION 0 GRID © ONLY J SK9 [2-3-xt)., Fr \ I 17317f1 - - - - SM 4 -WIDEN FTC UNDER STEM WALL PER K/SK10 " (MIN) 101-0" 15'-10" AJ El L. 00 PILE LOCATION PLAN (AS BUILT); NEW GRADE BEAMS - BUILDING U3 NOTTS: o INDICATES ORIGINAL 16' DIA AUGERCAST PILE - CENTERLINE IS SHOWN PIUS: -- 0 INDICATES AS BUILT 16DIA AUGERCAST PILE - CENTERLINE IS SHOWN THUS. 2. DIMENSIONS SHOWN rrIUS: 9 INDICATE AISTANCE BETWEEN ORIGINAL PILE LOCATION AS SHOWN ON SHEET S1.A OF STRUCTURAL DRAWINGS MD AS BUILT PILE LOCATION. 3. INFORMATION FOR AS BUILT PILE LOCATIONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA. 4. SEE SHEET S1.A FOR BALANCE OF FOUNDATION INFORMATION. 5. NEW WORK IS SHADED THUS: 6, ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIaNS SHOULD BE CALLED TO ENGINEERS ATTENTION PRIOR TO CONTINUING WORK. 1. SCALE 1/4" t., ! 121-8" - _44 12'--0" LINE OF SYMMETRY 12'-0" 24'-0' 2 --,t4 c-- •.,) 6 7 8 !\13T--7.: if the microfilmed eocurnent is less elec.,- thzn this nctiec, it is c'ue tc thE cuality et the cririnel ocurrent. 1 ri-- 1 El 1 L 8)-0" [37/J 1 2 1/2" • (PM 16)-8" 2 1/211 1/2". 13'-4 5/8" 3 3/0 ; 2)- 48:4_ I ! 1 1 1 J 2 3A1 J SK9 SIM s•VerAiL 14EG4S RCFE AfrAcoPrED lireucrU CNA 4.4DETAIL6 IDA L 111111, !II 1 Willi I, I !!,...111.; I I 1! !I T:11'1,11111 9 1 () 1.31 L.i 91 C:31 471 CL ci",L 11 (3L 6 U(.) I 1 I 11111H11. , I i • c, t (!• I I I I ! "03 '1' 15'-10" PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY SUBJECT TO RITERPRETATIOHS OF THE GOVERNING AUTHORITY, ERRORS, OMISBiONS AND Ii:CON313TENCIES. DATE IN 04 1..r( DATE OUT ti'V6 i4letak4 INC. 101-0" 0) ® GUY Of liJKWOA APPROVED AUG 24 1988 • (414 • . /ID! NI INJE-T:r1 \WWI ut 0 8 19% MAHAN & DESAINO INC. PILE LOCATIONS - AS BUILT 8/3/88 RYERSON APARTMENTS TUKWILA , WASHINGTON t3e,e21.4 NELSON — ONM DC, P.S. lsir.01••••13G011M210.1.0.16.0..447.0/t).106.016.0.....104/7,...ff 11411 NE 124th Street Suite 230 Kirkland, WA 98034 (206) 823 — 6667 JEVIAMONLAVVICINKOMMINal....611.3,02,02.06.3,..• M w• 7 3/4" AN RATED S ANN (TYP)----- 03 Prj __7 11-6". Tr i1 (B) 16'--8° TW r----- HU4i0TF 23'-4" :— W410 X L2' " 01,-0' 23.-4' 71 1r�'M,84 2'--8 1/2 r --12' DIA C LP.PIFR ON 16' DIA 9'-1 1/2° 2 1/2" 8'--O° I/ AUGERCAST PILE TVUU.N.O.1 { I I -L.EG3 (2)2X8 LUS26 4 X 10 TREATED AA I v 3 1/87113_1/2 I-IW3.25 X 126" / d 0 X=-L3RACf_ BELOW X 70 .SIF.1714-2 �!2 X10 0 12' ex. OR ;2016 6c >< 00 oPP K �SS3 LEGS >< 03 5 1/6 X 16 1A--- 14#EG5 - (2) 2 X 10 — 12' X 8` DEEP/GRADE BEAM MEQ W/(2) 15 917 0 c- (Tw) l) - -6 37 22 17T-----1 ----- CGS 1-MEG5- . r ; 1722. , 2 X 10 14F #2 016' ct.c. -12' X 12" G.I.P. PLINTH 04i 16" DIA AUG J C/ISST PILE 2 X 10 Hf120161c.c. =' I SIM 2X10Hf •ip. ,2X10HF re18"c.r �(2) 2 X 10 2X10HF 2V24o.c. (2) 3 X 10 HF a 18' o csi 3< I NOTE: FRAMING It SECTION CUTS NOT .DOWN ON THIS NAS' OF BLDG FOR CLARITY. � � I NOT; HOLDOWNS SHOW AT GRADE flEAMS ARE ON (le AGM 0 a 10,_8" 13`-4 5/8" 2X101W 'l 16'tr.c. �- 1] ..w...uemesr•404erwew�.s.w. TW -n-12" X 12' C.I.P. PLINTH 0t1 10' DIA A G ROAST PILE c„ 2X10HF12''16"o.c, 41- --- LEGS ---12' X 12" C.I.P. PLINTH ON 166 DIA AUGERCAST PILI LEG3 - _.12' X 12' C.I.P. PLINTH ON 16' 014 AUGERCASST PILE 0 7.1 0-6----N 51. IJ TYP .. 2 X 10 H1' /2 0 1S' o.c. - 4 X�6 LEDGER W/ 3/4' DIA Alan 1 •3 -.0 ex. - 2 X 10 HFf 2 0 16" o,c. 5' ° 8' 1r IR' + I r I_ - _- .__------• yt 00 4' JOIST LEDGE 7 FV 4" SLAB ON GRADE W/ 6 X 6 WI.4 X W1.4 WWF 0 C FV 12'-0 F2.O PRO ECT NORTH AUGEVERROWEiril i 01988 IAfJAN & DESALVO. INC. 10'-0° FOUNDATION PLAN 15%-10' 2-o BUILDING U3 SCS 1/4' NOTA 1. (-1-0') INDICATES TOP OF FOOTING ELEVATION FROM FIRST FLOOR DATUM. 2. v(02. INDICATES SIMPSON I ?.h U0WOi ! 0 END OF SHEARWAL.L - SEE DETAILS A/S4 & C/S4. >e INDICA1ES SIMPSON IRO7A-HOLQOI 0 DJD OF SHEAtiVALL. 3. GRIDS ARE TO FACE OE STUD, CENTER LINES ARE TO CL OF PILE/GRA.0E .OIC t- 1YP U.N.0. 4. SEE SHEET S4 FOR GENERAL NOTES. 5. SEE WET SI FOR FOOT 4G smut 0 !IIII I. I;, I If. 111' :r I IIS II!I�.�I�•'ili��� ,l; 12'-8. j�I�II'IiI 2 4 BUILDING DATUM FIRST FLOOR ELEVATOR 0 TOP OF PLYWOOD HU{LDING 'fi'11111111l11'111(1IIIj111IIIII11 1Ih: ; .1 6 % 4' JOIST LEDGE r_._. 14 0 r______,___„___ _ _ _ FL. 1 c, t 4" SAB ON GRADE Pi/ 6X6- W1.4XW1.4WWF ' — NE OF SYMMETRY 12'—O" 24'-D' 7 N101--:: If the micrctilmed c'ocument is less II!II!Ili F2.O Ch • r -�-tifoI L.__J *F2.0 1 1 00 i FA FV r ---1Z-I --it -1 --A �v FV FV • (-1'- °) ('2"0x) 12► --8' deer than this ncticc., it is CU€. tc the cuolity cr the criC'in'I cocun`ent. ! 4/c Cr!. C 13!1 t31 I to '�III'll!'. �!Ill;i!II �lf��tlill!(�Ilillllllll;!�!II,!IIII!111!Illlil 9 el et l l 01.. 6 F? ! JJ I !'II�Illlilil!I!I!I!!I!I�IIII �!I!�illl I!ILII!I;!!lmill!IIi!I�Illillill�ll!! !Il;�i!iilillli"Ii�lii;l in Ili!IIIIIII IIIId; 1;111111111 1'1 l 0 illl!!!i!liillill ��, STET' FTG 15e--10' THIS SEAL AND SIGNATURE RELATES TO FOUNDATION AND FIRST FLOOR FRAMING ONLY. NO OTHER PORTIONS HAVE BEEN DESIGNED, REVIEWED, OR APPROVED BY THIS OFFICE. *-0 CITY OF TUKWILA APPROVED APR I § 1988 BUII.pLNGS•UIA.U2FOUNDATION. 3/7/88 RYERSON APARTMENTS TWO_ WA, WASHINGTON laiderld, WA 98034 11411 NE 124th Street ash 1230 I NS.52141 MUSA W., Pa POO 823 - 66-67 1 L. _ ! I ti O 23'-4° r 1 CL OF NEW GRADE BEAMS = CL OF AS BUILT FII (TYP)---\ 23'--4° 7 1/2°----N 2 1O'-8° . 2'-8 1 /" ' - - --- -- x - 2 7 W-1 1`'2° 1-2--.37471 03 CF) 2 1/2° • 2 1/2" 2'--9 1/2° i I 16'--8° NOTE: 12" DIA C.I.P. PIERS ON TOP OF PILES ARE NOT SHOWN FOR CLARITY. CL PIER = CL OF ORIGINAL PILE (TYP U.N.O.) _ REMOVE EXIST. GUSSET 10" PL'S & REP/ACE iN CORRECT E LOCATION ON NEW BEAM EXIST GRADE BEAMS ARE SHOWN DASHED UNDER NEW GRADE BEAMS a �.--i NEW 241 X ?2` GRADE BEAM (TYP) `- PROVIDE Vt1DER BEAMS OVER PILES AS NOTED TO ACCOMMODATE PIER OFFSET PLUS REQ'D EDGE DISTANCE PER E/SK5 - - ° 5zei !i ° ��---� EXIST 12" X 8° GRADE BEAM (TYP) vi CO ,1 I 1 rte. (J --- NOTE: CONTRACTOR SHALL, ACCOU FOR LONGER GIB LENGTHS DUE T REVISED GIG SEAT LOCATION IN N - S DIRECTION 0 GRID CL AS BUILT PILE1 CL NEW 12" X 12° C.I.F. PJNTH (NOT SHOWN) IN N - S DIRECTION 0 GRID ® ONLY L_ ---NOTE: ALL ROCK POCKETS IN EXIST. GRADE BEAMS SHALL BE FILLED t%1TH 1 NON -SHRINK GROUT (3000 psi MIN) FE ( j• SK9 55/-1\ rr P r r 1 L __ - VV10E7v FTC UNDER STEM WALL PER K/SK10 �.6° (MIN) 90' ! M • 11 I M..1 L J a,1- ( I RI I L._J —.1 I-, J I -- L 13'-4 5/8' RE40'iE EXIST. GUSSET I PL'S & REPLACE IN CORRECT LOCATION ON NEW BEAM 4\ � a [S-37-81 t l 15'-10° L^ PILE LOCATION PLAN (AS BUILT); NEW GRIADE BEAMS — BUILDING U3 PROJECT NORTH NO TES: 1. SCALE 1/4° a _ = 9'- 0 INDICATES ORIGINAL 1666' DIA AUGERCAST PILE - CENTERLINE 1S SHOWN THUS: - INDICATES AS BUIL 16" DIA AUGERCAST PILE - CENTERLINE IS SHOWN THUS: 2. DIMENSIONS SHOWN IHUS: 1-1 INDICATE DISTANc BETWEEN ORIGINAL RE LOCATION AS SHOWN ON SHEET SLA OF STRUCTURAL DRAWINGS AND AS BUILT PILE LOCAnON. 3, INFORMATION FOR AS BUILT PILE LOCA PONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA, 4. SEE SHEET SI.A FOR U'AL. J CE OF FOUNDATION INFORMATION. 5. NEW W0?K IS SHADED THUS: L.r;J 6. ANY DISCREPANCIES BET 'EN OUR DETAILS AND ACTUAL CONOIfOf4S SHOULD BE CALLED ro ENGINEERS A TTEN TION PRIOR ro CONTINUING WORK. to ° 12'-8° 12'-0" !II 11i1ill�iI!iltlillljllil!�I{11'1!!1 I l t, ' 33'3'1111; 1 '•Il'tl II ! !IIIA '1C e Ijl�ijlj!I!; I!II I LINE OF SYMMETRY I2'-0° 24'-0° 12'-8° x �i114 se mai.-#akt a 7�vr.� t ;t} ifGYw { ii w'' is rf },�iy IIIiI, Ii1I1i11! 1III1I1, i11111M iti11, 111111 I'i �'I c:LIaI ::�Ifl'-.i t.-'lhItlr�ii z'i3!r_1'd1.d,1 .,d��'!'.sI '•.�+A-Sv.:{ s.,.l;-ti ..tyilfi! .c.•'."�ICtIftsaI �iY�Ebe�nG .�.z.x.:.ca;� ..r!' {III ;�.i1I;11!tlj,lii!II I{I{IjI 1!1!1!1' , I i 5 67 8 9 1 rl 1 „� IE ,+w,. , 12 NOT_: if the microfilmed c'ocument is less cleer then this notice, it is cue to the quality et the eric+inel c'oc:ur;,ent. cc° Lc)- bl Sl Ll 9t t ',L Cl Zl ll JL 6 �? L Z !. I I ! i' III!' 1 ' iii 1 { 1 lill1li i1111111i 1ll.11!illl!llli il' lil W !1!111II 111111 !!Illllilll16111111I1!!li!I11(Il11il I I '. 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H -LL (2x, LIF:51:7% C (ejt a C - 1— -- -.7yr, 41 JO -4- er) (--)N1 E.'1. F -Ne;---- • HI -E Ct./4s: • -(.01) 611 P -Te -..1 *„4. 2,111 s -r.. 1110.10%,stat. f;1.17F:T Jc".57,7:, ON 4x(P U:17Cvff ).1 (r)t-IC ei.J-b 00 CF-4PE. W :44 ,1 15'0. C. vi 8 - L .ti 1-1.---,---.1 ,.....< F7'i .6 --7;--) t—F--,_J--,--r i _-_-_, i , ,..... , , 1 , it , 1 . 1\:,..." ... .1, -Le, /Aft -t1-(211 C-_-_,-) ffI...C/.._., j`--..•.:517, ,.?.. ! (,..;1 C.C. 'TY f' "-...1-"- L.- ri '-'--• : 1k.fiF.L.LixY-, ariEvs,--ri 4 r ...--, 1.-,1/ ffiscf- GP -A N k:. F•..„-,f,d.- :.; 1-J- - t<1--_ k/ 10. ,-.1-lim4-1 L; CTC-. r.':i_cm..e, t:30.:, IN r----07-• c-) LJLD1NC' LJ -5 oNLY- F I411 C hETt. . (6A.0 V ETr. `i 101'C.C, !TH ---71 2"0c:., • ) FT("t?."(: icTLQVI/ (4)1 Dir7Ec-ri7N o TCT tarrary, V.2.1- 0 11 -771 7 :L- . €.4L...0 1-•,V..iv F--1-0(') _ e e" F-0.7 SLQT` 57611X St' \k/(4') e/8 1' 0 A. 4 >( F0 1 _ rtec• 1 M1,\ • - -- 0I- ''1 / ,, 4A1 ., \ ( -' -----S+— V --4--c _-:•-, IL.r5 P.- C. 1 0 , -) 0 s, .1 0 0 . - .1 5=1 2 crrC.) H/c2.co,r or A,r*•; fr fr- .177 . 10 •Fe.")1Re•-i a f2) E_ ; • PC) P-) I z• . r'f---f•A•v-t F'L.Yv'»t7 LJ7FL itt 14)g)-44 E. 'fr<,Ta (4: ANDERSON czo • 't 4 •: • t• 'sf i2 -Y.2)( PLXVIC4.-)C.' N/641-- .k4/ 0, AT r,&4\1..... I NI ricw FA N4 r-5+E2p,41) 4.3 rt wz.xt ) 17j.:etia...s9' 711 tatil, • e.714C. RECETtieD CITY OF TiAtARIA 74-110.c.„ te §1t, 'kr BUILDING Mitt jr ,, ,,,-- • ..e.Q: Vil-/‘‘..° 449' a *0 ' 4•3'4,,, '. "...* " '''' C.S1* ,ir t o t -I ..?.. eiVA 0 — • lir -1-)1'• 44.6c,,. .P.' St • - , I • ) ; ; i 1, , I a ir-D • 37 em. -Jr JO1N ANDERSON AND A3SOCIATF5 P.S., INC • • • ., „, , , . . • IIIIIIIIIIIIIIII.HL,Wi!IIINIIIIIIIIiiiiiiiiilli:1111111WW11111111111111111111111111111;!Will111111111WHIII;111111/.111111111111111111WW1111111111111111111111111,11,111111WIWIIIII I 1111111 0 767,1,..1;,...• 5 6 7 8., 9 1 t'12 N131.: If the micrcfilmed eucument is less clear than this nctice, it is ctie te the cuelity ci the cririncl cocun-sent, . • 61. 81 Li 91. Cd in ZI lt L 6 ; • • • J.'s-. • • • t• ' \ ••, • .4 • 0,31,-1!4's ., • • x•r5,..:4:, r. •• .• ' - • • 46.- se • ,..sit-V•tt .• P c:4,11.1192:115,C.tft )1 • ••- 1e201" OttitiCALL •Ikitt:T•ISiler51,4 eat.,9" Ae- 9!-Iott "71 tt 01. LPt? 4. 14.011.)4 7,4 4- Lai(l'i PiezZioN *40I zwr e}1 ----------rre-71t1-Y-.±-1 i _ ..J.. -p_... \ r--} - 4)4,9 -rm-NTe. ‘.1 itT"--i—t- "rf ,•-"' le) • Of-, LI) • , _ek ADON4 HD -5 -r4. 4)04-v .,.. .t,, . q I ----srr--1----1 ___; -,----- ---itt-----------4. Fi-r-------- Tip ! ,,-,---z•-,- • ' • • , • • *. , • - , • . ct.,,,64,.% • 4,0 Psr - • 80 iISF $tf t4Lobbies .160 PSF :‘• • Lawtejoyr • , tortier „t0,,Y,BOAT OM • .• • • ,"•• • . • ' • , ' • .:•;.7.q.7•II45!";:"--;••;•t="5,. '''`,4%1'01#.1c. • • , „ • , • i, ,';‘=.-;'14:14;"):- *tre, 444 ." 7 , , ' • • •'. (cr,f-kn "by --.-11,7;1. 4041 4t5.i,ito14z .••• F. • - 125 PS1: , 80•14Pii,,V.m)o4tire, C-(EtieiVeleiti: oilfe%sUtia'1' • ' ' (74 1:7 ,if26 vtiltfy kttittp • • 0.016fino,ifig plioefki accurdaqce,„•;4t.li appfkrilt.W, - • Ciloc; Poe 4eql;,4reed'etsVz - ' * fl;a)ki- Ili ipisligrg-,s •,• W:ilfii Eut.144.fig riap:014`tren$. 44-60 Et:gineee' ffir.ir,s'fie,Ction .,24 .isbu6i . ., -• 1- . f40r to •aetve'rf.pih. , ' , . ., . ; " - :00r44.,atiotli: . - : ip$4,,470, fs.OtOg /.10‘f excaim-tionz ji.ksk pk:i to, .,,l-k-Ancit:t'e p.i.vr.fsent- ' ' • ' - . .. ta'.4nsueo r rateiel .1s dry :tar -ii denSe-, ...Plliing- 'f.-1;,?j,f-Wng ,11).ai'l2:be' ' ' ' "41--4111ttor,(f.11 4 -* s alT tPrilei by 4.q-fd'Alt:'-. E..1-AffIv1:-.„i. ., ': ',.-.. • 1 I 1 -.Fvfidatton dusign is In occoedEince .d401' the sol 1.y 4eo Fe'br,uery 7, :196,. Itrwable SO bearing 300 PSF. ALL ,`:'&4 • Pt • •iNoCitl.tftg il*1 » creosot fireated Douglas Fl" r C.oast Region Pile Created acicorking 0.11.C: Standard 2-0, arta 4einform to specifjoation foo "6" !‘;ave 8" minimum tip. Drive it iles to *1 of111131141* capacity of 20 t -on a:t.:`- • fOrrldia un les.s otherwltie noted on the pans, Peint cutoff and notches with 3 (...oats of hot tar or hat c,eeoote. Subt Pi'l 'cog certlfltate to the Engineer 3nd BubldVngDepatt.nt pro' to pi:le diV,Iro, P ling En 50tictor ?.• record sha 1 be sobriilt tad to sthe Engineer and Bill ding Department for aporv1,pr-or to pouring concrete pfle • ' • LONCRETE • , shall $ N 2, dy rd. of corarete: and a i*Irmiin of 6-1/2 gal Ions 09 iknd placin of all -.1oncrto and selection 0-0 the Un and AC! Code 316-83. 3/' chamfer RE 1 WORC 1G. •STEEL • ,. • ; 1 • mum -a 6 sacik3of 'Gement per c4,00,.. of water per 94# of -tera.:4,02„ . r mciterlail tha] be in accordance on exposed concrete edgeS, k0 concrete reinforcing steel shall be deformed billet steel per ASTM A615, Grade .f.0((y 60,000 PSI). Lap afl spl Vces 32 bor driameters, V-7" minimum unless ottlemtse noted. Provide ctfter bars (32 (flank -Aar, 11-7" minirnin) to lap hf:izontal s•tel nt • • , c;ornets and wall intersecicn. Detail Steel n accordance wilth "14&C1 Manual of . Standard Practice of Detailing Reinforced Concrete Structure". Ys2 CPY+4 isCat ki/ -r)-tete...Dooh -V111•:' GP; ---1----1411) e'1.y \Ai/ - 41 4 LN A PIPWCMON is1POis•4 -r T1-- N.P.rv 1 jr 772,1- IMTC?N HO O'ft• 1" Frm 1.7t.lowwre-42cra7 ..rocomarier.... - 0 •47.s._.- .:-.1 4P if. 'Y'liT114 74" )<'' iajoil w/4 Q le"a - V4.64 tIM- cfFaMvici FP•k;WII\I N‘lre,, FOR iler fa4n5N 4Pi6P7((;). a, IL' OC, AFA e• -•PX Ft 12- PYW4."--.1311(7,--)44,---si rr-1-1 .67 • 40-4 (At -OP -P -44,1i_ rEXvcilp "r't A TiP\i„„„. caykmot:-J iNsrve-mEL-NAtitz (J. -Tx) t ,!%,(.. • • ?") • ' • • ‘..1" 7%. • i7 - • ;•TRUStES1' • '''":"--77.'777-7 . Covering to reinforcing to bc: FooOrigs , 3,1 .Botom-of boamti (o tis) 3" . . Top of beams (to tics) 2" • . Bottom of slabs Top of slab 1/4" WAli 4xolled to earth ed weather 2" • MISCELLANEOUS STEEL* AND BOLTS Miscellaneous steel .hal;!i confoem to ASTM A36 eub&t f-1 be STRUCTURAL LUMBER AND TiMBER (y 36,000 UneSs. noted othrwse, fl teutural timber. shall be: Douglas f,r larch gr,4fi in accordance with the latest WI4PA 'Plates Studs Jots and rafters Oepet I ilve) Standard or Btf Standard No, 2 oriltr (F1450 PSi) No. 1 or Btr (F4.,0 1300 PS:1 No. 2 or f3t r (Fbz. 1250 PSI) o. 11 or .0tr (F x 1000 PSO BeitNin 5 ' • Header :pots 1(5olkel.f) All titabitr „less- Oon 4" lh With; re,:be surfate dny "S. -DRY". A,alt heads andnuts;.bearing agathfit wood shl) be prqvidd:with standard cut'lwashers. All nails are "ommon". Minimum nailinf per UBC Table 20... All 01ywcxl she.sthng foists and postSon exterior dcks, Coritirs.and ••staIrs and .. all 1tonber-16 contact with cogerete or earth shall be pres.sure treaied lo,25Ibsfft withrnmonacl capper arsenate (ACA) in adcorcianee with Al4PA Standards. iy41;x7: as bellow or ksi •Azirt4 si‘4kas.14thp• $140-44.1thEng APA C D wjexterlor glue Wispan rating 42/20 flo'Oti:.iiiittifilhlyeg • AO C-0 ,wixtrror glue -wipan rating 32/16. t;:artw7n11 rg. APA -W/tri or 41 kie WtsPari 'ra/ ng 24/0 tPusses shall be plant f4r1-,ated of Douglas fl rr arch or hvn-flr). TruSs'IPeratfactlirein.; - - • Shbli SUbtril t shop drawngS and celetiiatiOnS Stamped stoned and daed•t)y. a -Washington 4c#41sed Engineer to Engineer of ,Record..., Architect., ontractor,. and oda) • • • " rfRe SPKI.ER, BY -S.1.14 . ; approvell LO ftre, extingufshtng System required in i41-1 bulld/In0 exeept ratrvatilon buiido. System to be des gtteci by Vim sbt sprinkler platls for approifal., Entitle. Including ts1ded vpace he sprnhlered; Srinkle.t system will be monitored foe• wter)ow and tamper by, a UL V rsted central tation. .• flitr, ALARM All bulldng.y. shati have &n approved fire alrm; system as specified In the. Fire Code. Every t shall have an approVad detector of combustion conforming to LIBe Standard 43-4 on the eei ilng of the coirirldor leadlnq Ulf!. bedrnomg, ; 'CONSTRUCTION • All buildings are to be Type V 1 fiur construction throughout, except spa room, and shall cop'y with cRIC and iit fire: tests for, floor, ce1ling and wall construction end 1 nalltivl. FIREPLACFS ..:. '. . • , . All ilrepiaces arf.,, zero clearance with tight fi zt-l-rq dapor$, Fiteplsce to be Ul and -050 appoved. Combustion air from exterior 6 sq. ;n. minimum with daper, frirestop chimney :.-„hages ' , Unit fi..i•-ep2Ce kicet;ifg Rooin Su-periior' RD -3300 or ecitiaf SOPerfori RD -300 or equal. Verify' flue requirements with manufaCtrer, AS4INTO STATE ENERO CODE - 1980 Edition ..-130.1id'ing Is designd fn accordance viilh'Chapte,r 6 (Perscriptiye Requirement Approach for .1ct# ri pes idipat ie bui trigs, &.15,..t.,4 Aar et‘ ;it . FRAM41.40•,NOTES: Ati, FLOOR FRAMIAG . 1.• , • ' . .4 t,.. • s..#1. , i r,.. '5.' k...1 Fr:17-1 „„,..,.... 4................4,44, 4.1 ,C -M1 C:=3 asC CZ) 11) r . • 54., rovde 2x-ol;id boekin9 for Jo l st and raref.-Os at the suppcirts. joist under pertitions extendtng 111 or mic;re ty the Jt * span. Flusliyheains not callad ociton the plans shall be double j sta Headrs, shall 10444 toge-ti-ost •With 16a nalts at unless noted otheet4;s,, Provide cut hr for: • • boltheads and nuts hearing on wood, ElEARING ALL FRAMiNG 3x4 studs @l6"o.c. on ail beacing b,"3-16,04 khe 2nd f loot . 2x14 St -ds 16'c • '::4,1nAtnder of, building unless ()them -Ise noted on the prianS. headets not dal -led - • .; out on the plans shall be 2-2;,t2 traitt'iss notd-others/I-se. vilth one stud grid one trpOlt; each end fr- opntngi 4'-O" or' lets one Sttid and tt.x1-• criOle's. for openingi greater thoo 4 ••••0". • All plates be -u1- p 0,11 ctitcra to) shall be Di s fl/-;•arth, preSture . treated per UBC Std AIL, NG, -- AU naillng • shal be tn geez,rditnc:-.•Ii.tlf Table 25-Q 'Oe tat Lc) fess otherw; se' no.tedt-t! th/fl•-•all''4eArtitally lem•tr,,,,rt64.11'1-.„31!125 and mil t:i p le stud cr-.,Itr'ns togetherwith 10 ' '114 fls SHEAR WALLS SW -1 SW -2 SW -3 . 044i Ing f)epartf• ret for ancl approYeal pr,lor fatfrck-on, Cf4eulattoni, (10 • ric. 131de truss erid bearing end vt.Ind up (t Tipss- verl fy ire3hto en ?al unit' lods. and ;Ocatiorto-.Vith supp!ler-- and •f`t.10ntsh recitilred. Ailtruss plate And', connectoh t;s al be. C86 '0Provell4 1104'lf-r '4)1 Pr for to ;fabriiatIon; . , GLUtb-LAMINATED 11-MBER . „ . , . . .. _ . Glue!, lamf:nated (G41.M) tfmbers 00;9 ke :1ndusttfal 0<acie, eomblneifon 2F-48, fx 2400, PSI F.v 165 PV...: Subfact an "AlTC'.Certfrcate of Conformance" ettetin9 c-onformance with current ATC Commeeefai Stndatds ,for,tructtir) , lued Lamtnated Tirr6or,- Submlt .: shopdrivaings' to the EngiOeer and 1(al .zButlding DeOrtmeni;- for !approval prli- to ' fbilcatlo. • '* II $ 11.44segOlIS . , : ;„-. •. t ) ., m- ;• # CAlntis79,,tor sha I yn; 0y al t: cilffenons and c siondit1Otis'in• the fild. Vere:f* slze and ,i..-ific•bi-roAl of al 1 opri;ngS iii the floor, roof All di the!**•4leori I -tiWr!. T. 8, : MO*/ (04 and • •--5YMEINC64-,- f ;c..91;1;atoi dsf:,:yngre; t:thez:ii7glu;nov;etoefw" c;en:ttrheuet;liernucisth:;1: fria'be:t 17:1100.:::::ctis!:17,..1.4:.r:ty :f the Ataila Trif.?" ,eihottet-...r•-.- The co shall be VSPO:113 1 H° oz, -pr..o vldn§ tefiwra? y ikaein?. ai - L iNt_. ri'-',AT t1TOPe Pr)c:IPE._' rity-... it: 2,-.),•,,---r ‘, rE !,-) Jt.'.2,-: e-- CT ION •-21e4, (') Cci -aocm PLY PAzi-t-t-) (2-7 f3(-0 Cr -Y -' Et Ne7ir (31 -lar- I4&J C C. -317r- PLJN•i,Nlr E-K.,4;f`AT,0\1 ANP FV.../1\JPri ON COPYRIGHT kp Deo JitahVg ANVERSON AND ASSOCIATE8 P8, ZIC; • • _ . " •4. 1 .e. ••';', et, ...Li • • . . 11;;OHIP! II!!i ' 4.; ellWakatailMaaging086144124 • 1 -..7, i r.;,;-);-•.-,-.)1•11•1 n r,:_* -3 ----t - i I 'T -T II 1' ., it •,Ifi i----1 1 • ; ...-I I, 1-\,': JUN 1 g 1989 , 11111, II 11 1 i I III 1 1 I! 11111 t i ! • . : ' : ' 1 ' I : , ! • , ' i , ._. 5 6 7 8 9 1 rs, NOT: If the microfilmed eocurnont is less clear than this .„,., . 1,„ctiec.., it is c'ue tc t-ic cuelity ct the cri,inl eccurrent. (..:•.,... 1.,_:. 0 c.-...., Ell 5.3l /1 91 ,..7.1. 9: Il et It 01 6 I , I t , • I I , iiiiii t •I H ' ''''-'1'''''''•'"'''HIII:HI!WHI;IIHHIIIWHIHIIII:HIIHIIIIIIIIhiliIIIIIIIIIIIIIIII,:III WIIIIIIIIHIHIIIIIIIIIIIIHHHIIIIIIILHIIWH II!III!:: . ' , • ' 11 t . . . 4 • / • it4" Plyod dtrectiii to al -1 top bottom Otates 4.TOI:01.1 1s 6"O„•c, at p tYwood. 14'140 edges and 12"-p4...:filrrterittedlate stipOrrs, • 1/2" plywood on on6 54de iaTiedto,1ysta.011., top bottom p;tio* 147c1 nails at 4" Co-plritioti.rianwl-7 dgs' awl ),?." 04e4 et irtrmedit,e support /8" wivsum (gyp. bd) on onas,lee na0e4' to el studs rdtop and bottOnt ,piateswth d ool6r 4-548 No-. .1344?, gyp, kid tlaVil @-7" ' 5/8" gypsum werilboord (gyp. bd` )601 .n,a4110 4wat., Si -3,, •, „ ..: ' ' . 4'; ' , .., . . .- •• /" theattng 1.))*Ird On olAtld.f" • d and tOp anbttompietes with )1 • • . x 173 6" o.i.e.- ' 5/" oYp.tni4 :we I boarjdron the th* .. . Sam.e a% SW -3, • ;• qyplum•waltbard on :one sldu,natled to .01,,,,Stutts top. and, bftom Pate$ •vfit h 6.4 co-tr -t•ia9 11 134 •nal, 1 ) 4‘3* 6, c. pit4k, -- 1,4 rrivr.t.F'11-0H -THE. •es.-2N,it\;•0--ro-.1 517AcTE._. ENE -2 --GT COE,. xt • t•GL,-\zp - LJHtf-, DUN._ ! ?-•)- i M. N cfr.2 Fr; GiNi FTh --- OF 71 r.!..Ar-ff-2•Z:-- • '70 Ht• -t",44,-) ft:0-v,-; 70 fi'.4,Xic TrA"•1 . • eff-'11-iN .eeff Lf.',•••17. DU I ;...12 ;-1(••,a, L.01 1171W7r- JUL 1 3 1988 2 FT, fa -7 FT 3 1967 DES.A! VO, INC. • ir..5 • 37. r)t7..,1--,...---;› FC.rjr • . 0, .‘tt • 0 ,);,t ,, • • • ••:5•1•,-- -••••••!., 11 -At 1•), ..e• 4.Wa 4 'qv of 4 — .• • t% , • moomommeammmTI:maftatalidWWmammosOlotoftwoMoome&r..ria.Ar-: -4t Ars e 71:1'774.!r'T. •-3.,, -,--- "4v.1 - Rot , . ., . . . , . ItA4,:•"-itetc.2., ,: , • . . ' 4.-'' ‘* :frt.; f,60IlliB, 41•14.:T19 COO , 14$2 Eetion at-eairer- Iir 1°5; 15' 4:1‘X;ZaeSde.,,LIM4 V5L IQ it . e) Lott c3t, ic,; 0 Z -1-011)4.2q-1-.")( t3" F.174-4 ,\1`11(15tel: -oror2r-'-` 101.1.-Pn 1-• `ZeLP atx 5)=9'f» prer.9 4-4 Li 2e.5anow 4. -0-4e t, rowrzr zTM =4, 4.$142 TPE'otssItt7 -tl,r.J1 -MN HD- 5 \ON hie.N 1-1D•n 'DIP --SE,' ei•MINMI..P.1•••••Enel .1 a rril> HP -5 -eneeeeee-1-1.0 Sae,71-4f.e-e_eeeee-d' 51IY1K-ON TYP JLT •1 .1 • rvi 4•70. (?2, SL\1Irgi‘*(1)(1"°1 fl 4" w/4 t"a 10 tee - to" Mt.-1-4--rmof,4 • q.A4t204,Tiex,i Ft L52TFLC.r..e‘, 92,41\1‘. it\tesi N14,1I-7-.) FOR IP '%-kc*cio C4a. 1LP " 043 UNtir-s5t3 On-i1-)H15E.' cr .ke•It Ank - 0X VIP. FTYw 67040.1 NAIL_ 't? T otcpe- (.ip 0, vq/ 10c camAoNI krittiztses,owm A Ili -12_11 CITY OF TIMM APPROVED AUG 29 1988 AS NOTED ROLM DI: ION ict) 0404-.'• PLE;;GUT LIN- . , . -. . CO • • • . , 25P PSF SF P F 100 Apgrtments CorWort and CommunittY 80 PSF .5and Lobb00 PSF las oriage 1 St re, 125 PSF Lateit Farth Peassure FOUNDATION -kr-- Foundation design Is in accordance withthe soils reporit by Geo Tech Consultants aated February 7,1986. Allowable soil bearing' 3000 PSF,Fofe '.i1aUldOletreaca tad e.1-712 tAJR.(Gc, et Li e4Go PILING 8Q MPH, Exivaiure "8" Zone 1 I ' .oss 3*PCF (Equieyalent fluid prsture) . All plItng shall becreosote treatedeDod4glas /air Coast Region PiAe treated according to U.B.C. Standard 25-12 and zonform to specification for Class "B" piles. Piles have 8" minimum tip. Drive all piles to a minimum capacity of 20 ton as computed by the E.H.R. formula traless otherwise noted on the plans, PaTrit cantaff and notches wtth 3 coats of hot tar or hot creosote. Submit piling creOsote certificate to the Engineer and Bul/dEng Depadment pelor to pile drivng. Plifng ienspectors record shall be submitted to the Engineer and Building DepartMent for approval prior to pouring concrete pile cap. CONCRETE •••40.••••0.0.*•••••ra.• ..4tytatt., C00ete shall be re. 30Q PSI at 28 day. Minimum of 6 sacks of cement per cubic yard of concrete and a maximum of 6-1/2 gallons of water per 94# sack of cement. MIxIng and placing of all concrete and selection of. materials shall be in accordance with the UBC and ACI Code 318-83. 3/4" chamfer on all exposed concrete edges. REINFORCING STEEL All concrete reinforcing steel shall be deformed billet steel per ASTM A615,•Grade 60(Fy = 60,000 PSI). 1.ap all spltces 32 bar dameters, 17" minimum unleas otherwile notd, Provide corner‘bars (32 diameter, l'-7" minimum) to lap horizontal steel at corners and wall intersecton. Detail steel in accordance with "ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures". Coveting to reinforcing to be: Footings 3.. Bottom -of beams (to ties) 3" Top of beams (to ties) 2" • Bottomsof slabs 1-1/2" Top of slab 3/4" Wall exposed to earth and weather 211 MISCELLANEOUS STEEL AND BOLTS Misceilaneods steel ,shali conform to ASTM A36 (ry = 36,000 PSI). Miseellaneous bolts shall be A-307. STRUTURAL.LUMBER AND TIMBER •Unless noted otherwise, alIstructural timberdAall be: -Douglas fir larch arciad ,in accordance with the latese4/WPAA3rading Rules. elNeed ne.:d7i5 CaT1 Plates Standard or Btr C.X)Lede,e/add• F /oeeeec.e, Studs •Stanztrd HELM/Fin 4.Z._ Jolsts and rafters"-.. (epetitive) No. or (Fb = 1450 PS) No. 1 or Btr (Fb = 1100 PSI) No. 2 or Btr (Fb= 1250 PSI) PotsNo. 1 or Btr (F = 1000 PSI) Pgrie-Psi& . calm ERc,vi_ciEb. pcbt) All iumber less than 4" in width to be surface dry "S -DRY". Bolt heads and nuts bearing against wood shall! be prviated with standard cut washers. All nails are "common". Minimum nailing per UBC Table 25Q. Beams Headers ID Al! plywood sheathing joists and posts on exterior deck, -corridors and stairs and 7 all lumber in contact with concrete or earth shall be pressure treated to 0.25 lbs/ft witnammonlacal copper arsenate (ACA) inaccordance with AWPA Standards. W9° P1 d as below or Aelv crel8Ert4leivE NcOrtaiope Floor sheathing APA C -D w/exterior glue w/span raling 42/20 r • Rnof sheaehIng APA C -D w/exterior glue w/span rring 32/16 f Shear wall aaheathing APA C -D w/extribr glue w/Span rating 24/0 TRUSSES eIHSPF f ONV.a Sectaioa )05 and 30 and are to be by an)irle!:=Intzentd tso TesttngLb aPpOoired (p.1,400 ste4pri ennstrucOo) by the Building .• • • vsesassiveksassissomssumwasagesc Concrete . . Reinfotoing P I yvaod' Di aphrtagms Foundation • Take aoncyete cyliindees eta tieuied. Ce11tyfOum p strotiegih. - • 1 • Ve.rtfy ail rernforeing I, Praced in accordance wIth appctoVed.nlan , Check for' ecqutred cover, silze, and grade. Notify BuIlding Department 4nd Enoineer for inspection 24 houes prior to eoveng, Inspect foottng and excageations just paioR to aoncOte placement to tinsure matertal is diry And dense. Pitting drIttaing shall be monitored at all -times.by a qualified Sodis.EnOneer, FIRE SPRINKLER SYSTEM n An approved automatic fire extinguishing systetn is required In all buildings exept. . recreation building. System is to be designed by the intaller, submit 'spinkler plans For appoval. Entire building including blinded space a shall be sprtnkleed. Sprinkler system will be monitored for waterflow and tamper by a UL listed central station. • FIRE ALARM All buildings shall have an approved fire alarm system as specified in the Fire Code. Everyunit shall have an approved detector of combustion conforming to UBCZtandard 43-6 modnxed on the ceiling of the corrpor leading ta the bedre.oadl. BUILDING CONSTRUCTION All buildings are to be Type V 1hour construction throughout, exclept spa,room, and shall comply with UBC and UL fire tests For fcor, ceiling and wall construction and nailing. FIREPLACES All fireplaces • ICB0 approved. chimney chases. • Unit fireplace Heetiag Room gPe are zero clearance with tight fitting dampers. Fireplace to be UL and Combustion air from exterior 6 sq. in. minimum with damper. Firesteep Superior RD -3300 or eqt.1 Superior R6-4300 or equal - Verify flue requirements with manufacturer. WASHINGTON STATE ENERGY CODE - 1980 Edition Building is desigred in accordance with Chapter 6 (Perscriptive Reouirement Approach) for loyr rise residentiai buildings. FRAM4W7NOTES: ROOF AND FLOOR FRAMING • Provide 2x -solid blocking for joist and rafters at the supports. Provide dotible joist under partitions extending 1/2 or more of the joist span. Flush beams (B.) not called out on the plans shall be double jolst. Headers shall be spiked together with 16d nails at 12"o.c. unless noted otherwise. Provide cut washers tor all boltheads and nuts bearing on wood. •• . BEARING WALL FRAMING • 3x4 studs P16"o.c. on all bearing walla below the 2nd floor. 2x4 studs P 16" o.e. remainder of building unless otherwise noted on the plans. All headers not called out On the plans shall be 2-2x8 unless noted otherwise, with one stud and one cripplte each end for openings 4'-0" •er less, one stud and two cripples foe openings greater than 4-0". All plates beariee on concrete shall be Douglas fir -larch, pressure treated per UBC Std 25-12. NAILING All nailing shall be In accerdaace With Table 25-COf the OK uotess otherwise roted.' Nail all vertically 1arn';lt is and multiple stud ca -r together with I6d nails at 12" o.c. - SHEAR WALLS SW -1 SW -2 SW -3 . . Rooftruses shall be plant fabricated of Douglas fir -larch or hem -fir. Truss manufacturert i -l/.1 submit shop drawings and calculations stamped, signed and dated by aWashngton kr SW- Licensed Ite4 Licensed Engineer to Engineer Of Recrd, Architect, Contractor, and local , . -Patling Department for evlew and approVal prior to fabrication. Calculations to Inclirde truss end bearing and wind uplift. Truss manufacturer to verify mechanical unit loads and locations with supplier and furnish additiona trusses as required. All truss plates andtconnectors slill be ICBO approveU. Verify all lengths prior to aabritation. . GLUED -LAMINATED TIMBER Gluelamnated (GLULAM) trribers hall heindustral Grade, combination 24F -N8, Fb= 2400, PSI -se= 165 PSI, Submtat an "AITC;4 Certificate of Conformance" attesting conformance taith!curtent ATC Commereal-,Standards for Structural Glued Laminated Timber. Submit shopdrawIngs to the EngiAeer and lozal Building Department or approval prior to • fabecation. HYSttLLANEOUS ate iCont oOtor shall verl.ey all dtmensiona and conditions in the field. Verfify sizeand tol of all opnIngs' fioorS roof with the:archiectqral mechanficai and e1ecirlea4 drawtn0. Th sequence of construclon shisl 1 he ,the responslbil rty of the pre -tiara. Thy contrTior shall be responsible for providoing temporary bracing as • otelo.ited to Safe y res1;s al 1 load to uteleh the Structu& may be sdhject rife a 4- [-,1=1-)F-T E-3170pc r!r11. r -C-- . PC.ChEP-le* J.( / Pit'-zr mar Fzial(=altalEEere h,E.:1-444; e!F• rx• xi H PAT I 4 -)r --i NfH SW -6 (.-7s`, (.7 77:_ E • ir-Ls, • 11: ' „ 411C: L • • ?It c. .., \---__$*--gatpaU.21llaCfd (oypbd.)-on one side nailsed...A6\-411) stubs and top and bottom plates with 54 cooler nails (1-548 x No. 13pg gp. bd. nall&) @I 7" o.c. ...• . - 5/8" gypsum walliboard (gyp. bd.)each 04e nai034a.e Slite3. , Wbe. 1 ' 4t4i 1 i 21.fitir Lir sheathing &geed on outside f .navle4cm,J1 studs . and top and bottom plates wlith 11 g. x-1-34klia4lit.st 6" o.c. 5/8" gypsum wallboaraf en the fns,' -..6ie.nertld. same as SW3. r• ,, Ve gypsum wallboard on one sie nalied to aTi •studs'004i top and bottom plates with 6d cooler nails (14/8" x go, 3 gyp. bd. nail) @ 4" o.. Blok al4'09er ..„.,+.,-4...A -r•' • :SI • reed _ leedO: •'efe h41a'reErad!------11: eae)-rfen'E-o . - t AL NCJ4- : THE_ - r\1 C. N a 0, (-:)12-7.(••,)er, d- a71`a „•-., .7" el!e•lf-da, iA -0 • 7".":"' ree v,,,TH THE • (EEL; F -c.-/„.; . y ,. • c-3 \\Iii lin JUN1 91969 011sOXIISMILVENSINSEI110351MINNIPSNIIIPM. A1047 ie-.& ...?HN AMERSON AND ASSOC-WES Par M. % , ber,;,•..4.114i 4,4"4*.°44"9.2144161921 11111111111, • -. „ ; !I! I 'd 1.; 1; I, 1111, 111r1111, ; WW1 'Willi!!! '1 1,1 Hi 111 1111111H11;i l• I 1 ; a CI; 6 7 8 NOT: if the micrefilmed cocurnent is less deer thsn this nctcc, it is (tic tc the euality CT the Niftier! docurrnt. 111i1;111111111111111W111111 '11111; 9 1() II 12 3 C:t (>1„ 91 Li 98 478 E:t el Li ()I 6 L. I j ' , I 111111111 111.'11. 11111iJ II1111:4!,41i U;CT T"iNTEINTPETATIQ!S OF THE C3VEP,I:C. EFiriORS, OMISSIONS AND lCONSIST.NCIES. DATE Ica_ f3y DTE OUT kg -.5, INC. • --.--) FT. FE-) \\11F3 AUG I 7 988 C .F5 • 37 fa-e•sid. FLJ-F•Th rmf-?'4", amoda...;tpuss+swooss..sismusasseesssmsamsgssapazgarieak mrsommismmaccurnoW VO, F-7 riT FT ...... , arra, ease •••:- '11-• PACJECT NO. aZ t? V 1 t ' NZ. oe? 6S SHEET ,.. .?.. • 2e,01- it IT:; f.., IRO ESS $$S DATE 1 • • • • ria avic 00 CC 1.04 CZD • 171 714 3.41 +1 8.51 25 CKI reo 52. i 10.01 8,5 101.0 - 5.51 • /r1 -)f- 35 19 • c\-) .0.\A‘.9 013 01-0 '6 10 NIA lgo REEPlign -"'"t KS iitlIO) 131,1101;13 CL4/6-e- k VILA • YRIGHT loseasomagoomiersomesseamosnameasimmosonsammacs- 0 14 If NOT7: If the microfilmed document is less clear then this notice it is c'ue to the quality of the oripinel document. 1111111111WHIMI)Hrilliillililliiillnithilii,ifillidifilfill11111111inliifihirtHilliffilidiliil I I . Hu! int III 1111 will 1111 1111 1111 1;11 ;ill ;How 11.11 !whin mihm 111111111 !whim rT st- G 9 v. 41/ Yard Oro'?75 ryp e. Approved fc'JQ/ NOTE : METRO REGu1RE5 RELOCAT►oP1� OP T4• -0E 01721VEWAY 4 PAvEMEMT OVER THE PU iP STA,"ION EASEMEJT AREA. )Jo PAVEMELJT oR DRIVES OVER THE PUMP 5rA7101.1. PROVIDE. 5IG JP E A.IJD STR1PPIMG AS PER M1=TR b ST-AtsrOAR'D S . C. B. NO. 3 7YPE 1 GRATE 22.00 IN21ERURAN .lair. s - 15"STA. 0* 33 E5(. ea" TEE C.B•NO. 2 , !}'PE 2' i GRAIL :0.50 I.E.= 16.50 - la'$°' 16.13- 1$•,' NOTE: PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS TO 1 CON7NOL MANHOLE RIMr 2250 OVERFLOW= 20.00 r..F_.- /3.80 INTERURBAN AVENUE. INFORMATION SHOWN fN R/W OF INTERURBAN AVENUE FROM TOPOGRAPHY BY HORTON DENNIS. AVENUE 74: SOUTH EX/ST/NG C.B. 41P -STA. 45+00 GRATE... /6.44, I.E= /3.ro0 C.B. N0. TYPE' I -.48" GRATE.' 20 00 E... /400 -g- Nola.. Not valid tti>r cc Gtr o f r k de. _ ....�...:.., • 35_ �-- SS --EX�----8�� -SS -•--EX ---- EX.- Xul[iQ1us;5b`i✓hdll SdQ1 ...[, ae. o .eo e.em S.S �-- ---E -•- 8 SS.� �r. X. 8" --^SS--- ewe some a susamo. - . . SSS 5t:X---� zl L.F, t�"g1C..ki.P.e0.69% 4101110 011,09 VIM RESERVED F•OR METRO To 8.75'.6E)C1 Me L. F 16" G' GMP 0.63% Iq8 L.P. 15" Stf 0Mf' c z /g O �5. q /Q//n = 20.0 /7 /3OLF- o'¢ADS i0 NOTE: FINE GRADE PER LANDSCAPING PLANS . GRADE TO DRAIN TO C. 8. NO. I. 4 1/ AD GRATE 25.0 --REMO E RELOCATE EX/STING POWER POLE a'GUY WIRE 7O AN A;ecA ADJACENT TO LIFT .STAT/(N VAULT ti__ AQ•••.••.14 22.5 0 `�Cl PAD GRADE 22.0 2e). 0 NOTE: 7 . 45 iNtTE GRADE PER LANDSCAPING PLANS. GRADE TO DRAIN TO C.B. N0.5A. w G'= MD. 10 •• x I• �G4•.2I c,).12 G' 1 tJA. 12 ••f'PE R11-‘1 427.34• -` 1.E_.=C22.i 5 PLACE 2 5.y. 4- QUARRY SPAL�.S•.� AROUND INLET. R/PRAP,. AROUND B077/ BAS/NS. 4/0 15I C ..` to 0�I 01 N d 44'43'074'' INLE'. ` NO.5A &RATE. = 45.00 43.00± 0.0 C.Q. NO.5 TYPE .TL -48" GRATE= 35.00 LE. 30.00 IN .r. E.* 2.6.00 our - L / Beg/i7 F: F• GRADE OS 56.00 3f3 L.F. 12 ADS: = .319.40 20 Ito z 4:lie"PL .4171..•1s 3 T 120TH Si 1-1c 1 C.B. NO.6 TYPE .T GRATE '° 41(1.1 2E- 4300 N 4.5'41'00'' 5344° 06' N I'uTH r - CB. NO.7 TYPE. z R.1Tel = da O.3Gi LE. 41 EG.2# SOUTHWESTERLY ENTRY PROFILE PRc i E 2."Cb G.At.VA1d12E 7t11YX.E' RA%LI,JG Po R. ALL VERTICAL C Qc Clt2EINTEZ THp,11 2.' 1N 4' L5oR12. C7!3TA1iC" 5'-vIIDE.xQ=T1-i1t;K cc*-iC WALK 09 . nA _ A., 6.5.46at"A-t`a" ---. a `a• .20u 41 I!J 1 S'. EXI.S-rING3 ---- j- -s-s• _!), CS A.j L OF ROCKERY PLACEMENT -5d7-7--;(1- 4 VV 5. ('x'110 4 lD _-- MAX. l 4 tl•• 0 rY V. PCURB' :DeRoP ,r- 72,...2 -A ..IA'' 1 • Iri BCT v L"•os�••C�Elt�ili/ G .74:11-10r74:24le Ili •._ co ;,?7222. /,2'Ii'747J- AJ. TS. a 'wIne y 4'-r 104 c..taNc . 'v./ALK 75.5! 73.4762"g -B- 64.4-6 d@' e. -B 'S9'n Lx 137 n4G 2aao ,"o MATCH E (t5TltdG ELg'V. s 70.501 ?0. SI EX S.S. M.H. 30 FUN• 7Z38 I.E.= •56.?_8 PRo.itC5E 2.11m 7-- ALVANIZE. 00,115.1.E'E RAILING F V F. ALL E12.7T1.AL 1:30k0F'.5, CFATER '114.4-1 Z'tn 4' L1Cs.'12. .6.5. D ISTAt cE•132 l I!J MAX. 2.:1 CE NO. is B ria . 4. . 'T�l'P E TYPE. I RlPM= Cn1.3?.� x1 .el = 0,2.1 l i.E. 515,2$ w o. Gar¢ N.44°4•3 Ftl PLACE ROCKERY P.R. TYPtc_AL $.i"c-T`t0e4 A -A • :eke • and _3•rC, 1 EXIs-sltva ELE 7 Y/. n� 0 �� / �9 L SLOPE FRaM aaar_tc NOTE: PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS OF WALC TG STOP ov 12(SCY.ae-e AT 2:1 c5Q.. LESS TO 57 TH AVENUE SOUTH BY GARDNER ENGINEERS. CONSTRUCT' APT.O1.i - -teeptc TY TSF T11Kw1L• • \,/EWA'C AV P.OAC L OF ALL AP99.0AC r.:CiPo C> 5± PF cFL^I SEC .maim 't•5 Or • to 111 111 L.4 a TAI .OF IiQCKERY. PLACEMENT SECTION B -B (/14'' 7. /2 '/714..r. 1 c9,249✓. -7. 4 -.22 4'7ioir • �//s L fi 44:2,,:x%.2 °,6 JLC' ,,e0C W c 04674‘77aoy' OM NM> .4- w 2 4' a S I.;TH ST r a a F: 7m ni4 ) Sa'anT"vST S 2301}TH w:51.10l$ c} 115171 ''SIN. 1 ,,..c::. . v /LANGSTON S 13LNt .:'7 . 900 s 1 '33R0 t. S 111STPl Ofvo Se S 1437444S7•\ lal3e0 p 7sr s S I1eTN Sr RIVER tOCT ,. 5s43no sT TYPICAL PARKING LOT GRADING STA.O+94.24 TO STA.4+81.40 U/LD1NG LINE 'MIN. IITIMMEM CON3Tsg01 1 PS115 1. All work and materiels ahe11 be in sc:ordance with the '9ta...iard Speciri- cations' of the American Public Works Association, latest edition, and those of king County Department o1 Public Mork& ..,d 4.61 C.+y 2.- '+" •t& 2. All locations of existing utl.litieo shown are appraetmeti And it shall be the ratponstbility of the Contractor to verify the excret location to avoid damage or disturbance. 1. All inlet and catch basin ft,..:es and grates shell not be edjuated until . immediately prior to final paving. elope all sides to the inlet grate. 4. The temporary eroalon/sedimantetion control•facliity shall bo conatruc:ed prior to any grading or extensive land clearing to accordance with the approved tev.porary .reoion/aedimsnttt.ior, oonerol plan. These facilities cunt be satisfactorily walnrainad uncit the t:cnstructlon and landecaping Is completed .and the putt:atel for on-site erosion has passed. S. A11 storm sewer pipe shell be etasi or aluminum. Culvert gauges and cepth of cove.- muat comply with ealntMum cover requirements ae outlined in the Washington £tato Department of :'reneportaaton, "hydraulics Samuel', latest edittoe. Bedding to be Class .'C' compacted to 501 WNW 1-09. 6. Any cleared ground which will not hews permeuant retention Installed with- in 15 days of ciesrleg shall bs seeded end mulched according to the follow- ing doeign requirements. . Mulch,. Mulch materiel shall be wood cellulose fiber and shall be serene ,evenly at the SOO lb. per sere. Testilleert Vertii43er shell be applied at the rate of 400 lb. per acre and .hail have the tollowin3 Fhsmicai enalysiet 202. nit-,9sn, 100 phosp;u,:oua. 101 pomatum,. Seed, Seed as listed shall La appited at Tho ipleitted rate. (///''' 1,0 TYP 713P OF ALL OMNKS 8" A .0.S. PIPE (WHERE SHOWN.) 865< 4aTEE @BLDG. CORNERS' FOR ROOP' c: FOOTING CRAIN, REFERENCE" 14/W IRE 0 STAKE DETAIL OF TOP OF BANK & SECTION C -C 12.16.111 highland Col. fentgraes Climax Timothy 12 Annual eyagrasa 4 4 34 47 50 IS FRAM£ 8. LAOOER O . STEPS-- arF4 r.eTsEE: NOTE'S. FRAME fi GRATE EL£v .flO -4 -�-- 22,50--- PE,q PLAN # (SHE'rZ) ovEes ILW ELEV. TO PROVIO6 o lgl`(Rot-t A011: SGPALJ.SION 9=:� • ROUND SOLID COVER N Ace.x.:O "STORt.er W171-+ LOC.XtNCC COLTS, UN L6E.S 01He4mise. .LPPRAVEO BrE++c11+FCR SEC WW1 -4 tvtANNt:I£ rfiAME DWG No. GO. N.C. ROM,. STpuppRDS) Clle.lN 45CP CAPDCfT'f. 5evLA.c W1 .4 GATE lS W: .k' LOW OPP HILI • E1 101.0' 16'-8' 23'-4' 5=D' r:" W410 X L26' 1+0'-e 2 1/2' 2 1/21, 2.-9 1/2' 18"-8' 13'-4 5%8" Y 3/6' Ire 614 16' DIA AUGOICASt PILE 1YP U.FY.c;, I i I -- HU410Tf r (2) 2 X 8 LUS26-2 OW 318)131 `% H/S2 012'o.c. OR 12 0 16ac. 12' X 8' w/(2) GRADE BEAM MMEG5 r0a. (W) z.2X1 e16'0.�. (2) 2 X 10 a,2X10HP#2016'oc • S1M � 2X10HF12016'o.c. —EG5 V 51/8X18 ripo 24& DO LEGS_ 2X10HFf2 3 1/8 X 13 1/2 (2) 2 X 10 HE — NOTE H0LD0PWS SHORN AT GRADE BEAMS AR ON GIB ABOVE 12' X 12" CJ.P. PLINTH ON 16' DTA AUGERCAST PILE TYP 2X10HF 2*16'o.c. y 2X101fF12916'o.c, nP 2X10HF#2016'o.c FY LEG3 12' X 12' UP. PLINTH ON 16' DIA AUtRCAST PILE EI El 4' sk*ST LEDGE FA, 4" SLAB (NtGRADE W/6X6 W1.4 X Wi.4 YAW • 12,-•0' 4°SLAB ONGRADE W/6X6 W1.4XW1.4W*W J FA I 133 r L..__1 r2.0 F2.0 F201' TYP 1 * • - • 4 P • PACT NORTH (-2°--.0") STEP FTG (-2'-O') STEP FIG UNE OF SYMMETRY as 10.-0* 1510' ,121-84 15'-10" .... Y?••': ✓ ;'Y�'�i-i .:.. . t:>a %��IIJtPir'!si',^- - -.... FOUNDIATION PLAN BUILDINGS Ul & U2 NOTES: 1, (.f'•-01 NDIOATES TOP OF MING ELEVATION FROM FIRST FLOOR DATUM. 2, Otani SATS SiIMON iiD2A HOLD001 0 IWO OF OMNI, - SEE DETAILS A/S4 C/S4. N.= INDICATES Sled H07A HOEDOWN 0 END G F SHEARKL CAM ARE TO FAM OF STUD, COM i S ARE TO GL OF PltE/GRADE REAM- TYP 11.IV.U: 4. SEE MEET 54 FOR GENERAL NOT T J i ..... �.,.fi'.iC.iL.`Cr. •� I .vii'':F.a �i�:h-i�,.•. :; SCALE 1/4' BUILDING DATUM f1>IiILD G FIRST FWORMAIM TOP OF PLYWOOD 5-.. 340 U2 56.00 • FOOTING SCHEDULE MARK Ftp ... _. ,,. F3,0 SIZE - 2"-O ' X 2 -0' X • t -Oa` eiOf rOM Rbd t (3) 113 EA WAY 3'-O' X Y-01 X r - Ii* (3) #4 EA NAY F3.5 S-6' X S-6' X 1'-O" 5' FA TYP #11'lam Y 01e" a � SHCRT WAY 2X10If12016'o.a 4X6LEDGER W/ 3/4' DIA A.BOLTS 0 31-r 0' o.c., EI El 4' sk*ST LEDGE FA, 4" SLAB (NtGRADE W/6X6 W1.4 X Wi.4 YAW • 12,-•0' 4°SLAB ONGRADE W/6X6 W1.4XW1.4W*W J FA I 133 r L..__1 r2.0 F2.0 F201' TYP 1 * • - • 4 P • PACT NORTH (-2°--.0") STEP FTG (-2'-O') STEP FIG UNE OF SYMMETRY as 10.-0* 1510' ,121-84 15'-10" .... Y?••': ✓ ;'Y�'�i-i .:.. . t:>a %��IIJtPir'!si',^- - -.... FOUNDIATION PLAN BUILDINGS Ul & U2 NOTES: 1, (.f'•-01 NDIOATES TOP OF MING ELEVATION FROM FIRST FLOOR DATUM. 2, Otani SATS SiIMON iiD2A HOLD001 0 IWO OF OMNI, - SEE DETAILS A/S4 C/S4. N.= INDICATES Sled H07A HOEDOWN 0 END G F SHEARKL CAM ARE TO FAM OF STUD, COM i S ARE TO GL OF PltE/GRADE REAM- TYP 11.IV.U: 4. SEE MEET 54 FOR GENERAL NOT T J i ..... �.,.fi'.iC.iL.`Cr. •� I .vii'':F.a �i�:h-i�,.•. :; SCALE 1/4' BUILDING DATUM f1>IiILD G FIRST FWORMAIM TOP OF PLYWOOD 5-.. 340 U2 56.00 • FOOTING SCHEDULE MARK Ftp ... _. ,,. F3,0 SIZE - 2"-O ' X 2 -0' X • t -Oa` eiOf rOM Rbd t (3) 113 EA WAY 3'-O' X Y-01 X r - Ii* (3) #4 EA NAY F3.5 S-6' X S-6' X 1'-O" (4) 15 EA WAY FA 2`--0"'X8'-C°Xr_lr...,..(2) #11'lam Y 01e" a � SHCRT WAY ;* ;S`ifiaCetiw43,p '.� -��'1 v,�:�..sr.,:.:,.hr•' -'r''. ,"�} S,�c� 3�.1 ��•'1.,+S,i....•,df(}3 ''a- �Ifli►I;Il�11 i;111j!!I�illlilljll�jl�Ijllljllillljj1111�1j11jhjlliijlIlllllilll�Ilillliil1111i111{lllllli1�11jIIIIIj11ijl111iIij111jIIij111j111j11{jllljl{11i1!ji11jIIIjllii►I 0 42 6 7 8 9 11 Mat IN r.FHN6NY 12 ! N3T7:: If the micrcfilmed eocument is less clear than this I notice, it is c'ue tc the quality cr the cririnel c'ocun•ent. 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SGS U1 & U2 FOUNDATIONIIMI -, 3/7/88 00..., u..0E,�; /S4 wsp$1; `,�t1 �' ��. -�• .`.- ..„ RSON APARTMENTS K'ILWA, WASHINGTON ik. 'Po . '-64,,sie.11/11?) C V y ""'''b' , '' DAM2/9 ' /85 r y 4 1/411 NE 124th Sia# SSI } ' Kkkiencl, WA 98034 ." MEOMIES, OM, P.S. (206) 82,E - 6667 pm B 101'-0" 21-0' 16,_8• 23'-4' 5'—O" W410 X 1261 231--4' 7 1/21---\ 101- 21-8 1/2 - 12' DIA C.I.P,PIER ON 16' DIA AUGERCAST PILE TV U.N.O. 9'-1 1/2• ---2 1f21 2 1/ HU4101F LG3 (2) 2 X B- WS28-2--'. HW3,25 X 128" a CNI OW OPP LOW H/S2 — •12'aaOft #2 a 16 o.c.' W41OX SKEWED 45°---' 51/8X1812 LEGS MEG5 (2)2X10 z...2 X 10 HF 20161oc. ---12' X 8' W/(2) 15 GRADE BEAM UEG5 7 cx. (TYP) NOTE: FRAMING & SECTION CUTS NOT SHOWN ON THIS HALF OF BLDG FOR CLARITY. 3/4' APA RATED SHEATIING (TW) r SIM 2X10HE if2 *16'o.c. 5 1/8 X 18 TYP 0 OLDO LEGS 2 X 10 HF 18o.cr --• NOTE: HOLDOWNS SHO*1 AT GRADE BEAMS ARE ON GLB ABOVE 3 1/8 X 13 1/2 - 12' X 12' C.I.P. PLINTH Oil 16' DIA AUG tCAST PRE 12' X 12° C,I,P. PUN1N ON 16° DIA AUG£RCA4ST 2X10HF f2018'o.c. r! � 4' JOIST" LEDGE 4' SLAB ON GRADE W/6X6 W1.4XW.1,4WWF 0 4' S.AB ON GRADE W/ 0 X 6 WI.4XW1.4W10 gar ("2'~0° G") (-2'-o') STEP FTG UNE OF SYMMETRY 1-1* S1EP FTG PROTECT NORT}1 5' ®)[ 15'-10' 12'-C' FOUNDATION PLAN - BUILDING U3 NOTES; 1. (-11--01 INDICAN ?RP OF FOOTING ELEVATION FROM 2.Y. =CAT SIPS, HD2A HOW*I 0 IND OF MOTES SMPSON HD7A*HOL13O141 • MO CF 3. GRIDS ARE TO FACE or STUD, CENTER OWES ARE TO 4. SEE Sti T 54 FOR GI ILRAL NOT 5. SEE SOFT SI POR FOOTING fills SPir.117::,!riWIR EE SCALE 1/4" 1=-0' FIRST FLOOR DATUM. SUFARW'AiL - SEE DETAILS A/S4 & SMEAR WALL. a. OF PILE/WADE BEAM -- TYP U.N.O. BUIWING DATUM FIRST f.DOR ELEVATION 0 TOP OF PLYWOOD BUILDING • 24'_0, 12-B' 151-101 H t 1 9 p8%f� JiJs� MAH RN ,� ��.�.j11..i; INC. THIS SEAL AND SIGNATURE RELATES TO FOUNDATION AND FIRST FLOOR FRAMING ONLY. 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BUIWING DATUM FIRST f.DOR ELEVATION 0 TOP OF PLYWOOD BUILDING • 24'_0, 12-B' 151-101 H t 1 9 p8%f� JiJs� MAH RN ,� ��.�.j11..i; INC. THIS SEAL AND SIGNATURE RELATES TO FOUNDATION AND FIRST FLOOR FRAMING ONLY. NO OTHER PORTIONS 'HAVE BEEN DESVGNED, REVIEWED, OR APPROVED, BY THIS OFFIcE. ..•Ni .:ss..!'..i:.:7 ,,.!x?'x:...: t ��"':'..T:.-,_r,>J �,.r.. .fix. 2:;,1,,j< '•, z ..._ +y r:... orf,... .:t. i� '.:: .. ,�� .,;: � ,� � f . �,, f r _�: , • , *r• ' •sy:.�,�,.f ,_ � 2:d;"J�k�`...d ra.,il5�7y�i �L ; :. �sr� l : l,�;Il+;�i�;1;�j�;ill, , ►1;1;I; ,j;�I�! , !�i�l�;° ; ,If�,111111111111111H I1111111I111111II1111111I1111111II111111111111111111111f1111111i11111111111!1111111!11111111111 111111111 o 10•_0• BUh.D G 111 * 112 FOPMA1i1ON y 3/7/8 RYERSON APARTMENTS 11JKILWA, WASHINGTON S41 A 4 `J 6 7 8 y 1n 11 MG(,f'"P"'"" 12 N0T7: If the microfilmed document is Tess clear then this ncticc, it is duo tc the quality cr the cripinel cccunrent. 1 ge. lie Ce ee LG U Eel 81 ---LI 9L it ,71. -el e1 LL 01. 6 E 1 9I L, , t; Z LL "44 U !� 1111!IIIIi111111101 Ir! 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Pa- WbV=e, &, 61-copess " 6RAP E: e AM it)e tt,e,000/ l<03-10" Kip 54 4, TO Off...oe VE: .A...001-T4161iiP .1••••••••••11.111P LOUT Iklit3e It. (Yr) tvett. )(4)(11-.01' ee)tik tbol.17 /lo oeste,41 THIS SEAL AND SIGNATURE RELATF45 T FOUNDATION A.Nb FIRST FLOOR FRAMIN ONLY. NO MIER PORIsIONS HAVE BEE DES I GUM , REVIEWED, OR AppRovED Ws. THIS 6011 i,rro ot ee-AM 15/16 coks 61L..t5eNsi cte4..r tZTAIL, •[•08PICPXONC.r•V1A2/N 1111.DNGS 1.11 & U2 FOUNDATION 1 -----• J. 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I 2i 4 6 7 8 I 11 14FI1 IPA ZiF J'liv 12 I V �,• _ _ 9 1 C� ... ... .. .. 5_555 555___•5 c •. p1A C, TZ'P 06 t:'l.y 41-7b77:Crtrl riproN27\v/ JUN 1 9'1989 MAHAN & DLSA `VO, INC. .. .l- - - .. . •.'.y• THIS SEAL AND SIGNATV tRP EELAT: TO FOUNDATIOi:+ri AND FIRST FLOOR FR MING ONL►X ' NO OTHER PORTIONS IONS RAVE HIEN DEIGNED, REVIEWED,. OR APFIQVWW BY THIS OFFICE. • N3T If the microfilmed document is Tess clear then this notice, it is Cue to the duslity cr the cripinel document. U�: ts.: ��: �r ye s� z(� tc UG �� st Lt 9L �t ti • EL "el OL 6 Q L. y s; +� t e 1',W I I j I J I III!(?!!I�!!�IIIIIIIIII!(I!I! �III�!!Ii�!��!!ii!III!��!!!4IIIIiiI�iJlll�!!1111!II�!VIII!II�►!!i�l!!!�!!IIIIII!�!IIII!!ll�li!II!II!III!Till!�II!li!III�IIilllll!III!li!II�III!IIII!�IIIIII!Il�Iiil�!II!il!ILII!li!IIIllill!II!!1!!!!�!II!I!lili�liil 111111 I I I' !! ...: ,�.. .:: 4Y; - I � ! �il!III !IIII►�I! III.�I I III If II! II,! ill P hide Jif 1. 4./"91 hrs4 13A. & .R...,..A.Tk4rt, rte„ L/$2. q t, • 4/x/66 55:,55. -.- ,F....�__.,.. _ 5,5:, .:-j. H j�.-.fJ� r •,' ,,� �; '.1. 1{ tib +t rrr { Cr t .fit • ,,..v.,,,,, '' F , �Y � f�,' RYERSON l� APARTMENTS ��jA [�)/� �j j�a jam,( AN I IL A. WAS ING i ON 2/t/8.5 sk .» �..r -. S3 11'411_ HE 1241 S rpt ate 1230 kirtiond, WA 980,34 tbo-r00.3t,) r znAly f', J' t 'lam 4040M, ,J 4r 1-144,00 -J.t.! .t -p4 c `S+MP .1 LZ&S r ! 64a. DJ THS tl.04,1irar.)ef-5+15fm GI.B t T FSR E'UNIH----'_ :4 -.141c1:41mLs • 6izE I'Gl IF Peg M51,14 • I,osii awes Fe by 4o Wam'cc nolo', � tE'Yt�tt are i1Q4{lS oC lrtl�!(if jfoii tti ---• &u Atrr�ceat, '�. weer', v1lGrtor- tp` fEe 1744weett eltt{ to for anifs 014E114641 t,if1a Oat, Lw Vii part( -f tit 6410,. U(11i5 . ttpACe, s" x 1 per 1 AK' 1.y.e, i . w% ' , A6 c 44's -Corn . Pit g, 4eavt Jia 1I per A/” Iii 1..p rag PENN THRU 'Oi. TT 6L1*. *ROI It. AOLT4 font 1402 12"x 1 ". rL NTIi 3. 1t_ 0" 4-;014t�4P Mig, *Meg' Z Lar Hoole, OAF* Dip •-51IIA+1,444LL micuOcief,?_. .._�.. fof-ER:ixoo fops 1U'ammo >444 got.cai,-.l ►J .Pv4 .1443g..1 orToist To this Noes fJ .4.041 > .4 fP MtdFIR. aft t tLt. i,t4D X -1111 Foci Fi'' 40 1,1Amereft . see + er,AL NarE.. It .t.LLo.TIeti Pfwcectttom: Podp-ne-lca, vrem WALE It_ 2 44 441g 19.'11 Tor or *71..10Liaoor, g141. 'T .MR L/+e 114: ofI 9ff gip, I''11I1, ie 12" PLIIJTH .#74a. S (, r 4t-€1, 1- [o" 'j'' -0 . PVe,E e' (iAp SECTION INSPECTIONS INSPECTIONS ARE TO BE PER UBC SECTION 305 AND 305 AND ARE TO BE BY AN INDEPENDENT TESTING LAD APPROVED (PRIOR TO STARTING CONSTRUCTION) BY EF`.E BUILDING OFFICIAL. SOIL: VERIFY SU;BGRADE IS DRY AND DENSE PRIOR TO POURII1G FOOTINGS. CONCRETE: • TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING; VERIFY ALL REINFORCING IS PLACED IU ACCORDANCE WITH APPROVED PLANS, CHECK FOR REQUIRED COVER, SIZE AND GRADE, SEEEE EE r.s a. �-:!'< .. `�. }if"? s� �'„7i'• r,Jise±.`.+�r!"C.�1.r._Y,�'�'j+' .. ": xK :� ,(.; :,s -P4,;;;6;'- 0 .,;;6; VIIIIII►IiI1�1i!�Ilil{IIIIIIi;I11!Il�l}II 0 1G 711'. Ills 2 �Li�7Fdli�ilF= ,1,1ZE 4.12604F. reg +awl TIMBER: 2X MEMBERS HF (2 (Fb=1150 REP) 4X MEMBERS DF *1 (Fb=1500 ) LUMBER NOT NOTED TO BE DF #2 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" - 1979 EDITIOf ` BOLT HEADSAND NUTS BEARING AGAINST WOOD.SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE "COMMON". MINIMUM NAILING PER UEC TABLE 25-Q. PLYWOOD: FLOOR SHEATHING - 3/4" APA RATED SHEATHING OR STURDI-1-FLOOR GLUED AND NAILED - UBC IDENTIFICATION INDEX 32/16. PROVIDE T&G EDGES AT LONG ?PANEL EDGES, NAILING SHALL BE 10 d AT 6" ON CENTER AT EDGES, 10" ON CENTER AT INTERMEDIATE SUPPPORTS. ANCHOR BOLT INSTALLATION DRILL' HOLES 1/4" LARGER THANBOLT DIAMETER. HOLES SHALL BE FREE OF GREASE, WEAK OR DETERIORATED CONCRETE, OR DUST. ANCHOR BOLTS SHALL BE A307; REMOVE ANY GREASE, DIRT, RUST OR MILL SCALE. FILL HOLES WITH A MEASURED AMOUNT. OF "CONCRESIVE 1438" BY ADHESIVE ENGIN3:ERING OR ENGINEER APPROVED EQUAL PREPARED PR MANUFACTURERS SPECIFICATIONS. DO NOT . DISTURB BOLTS UNTIL EPDXY HAS FULLY CURED. .1'\ JUS X91989 GENERAL NOTES Buildings U1, U2, & U3 CODE: UESFORM•'BUI LIELt4O COTE - 1985 EDITION L, ZV OAD ROOF 25 PSF FLOORS 40 PSF APARTMENTS 80 PSF PSF CORRIDORS 100 PSF STAIRS BASIC WIND SPEED 80 MPH, EXPOSURE f3 SEISMIC ZOX1E 3 FOU?ATTON STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT 118633 DATED FEBRUARY 27, 1986 AND ADDENDUM TO REPORT DATED FEBRUARY 8, 1988 BY GEOTECH CONSULTANTS. FOUNDATION SHALL BE A COMPOSITE SYSTEM OF CONVENTIONAL FOOTINGS AND AUGER CAST CONCRETE PILES WITH AN ASSUMED CAPCITY OF 20 TONS AND A LATERAL LOAD CAPACITY OF 1 TON. FOOTING BEARING PRESSURE .,.3.0 KSF ON DENSE NATIVE MATERIAL EverintsfursEL EILLEEEIREETEEE vet 16% HAY tErytEtElEsSiEr (EEEE1 D ' Is357) LATERAL EARTH PRESSURE 35 PCF EQUIVALENT FLUID PRESSURE ACTIVE YIELDING CONDITION, ADD 100 PSF UNIFORM PRESSURE, ACTIVE NON YIELDMG CONDITION 375 PCF EFP, PASSIVE COEFFICIENT Off' BASE FRICTION: 0.4 SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT 'SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. AUGER.CAST PILES THE SOILS ENGINEER SHALL INSPECT THE INSTALLATION OF THE PILES AND WILL MAKE THE FINAL DETERMINATION OF PILE PENETRATION FOR ASSUMED CAPACITY BASED ON CONDITIONS, HE OBSERVES DURING INSTALLATION OF EACH PILE. f'a FOR GROUT, FOR PILING IS 4,000 PSI. USE 10 SACKS CEMENT PER CUBIC YARD OF CONCRETE (MINIMUM. ALTERNATE MIX DESIGN MAY BE SUBMITTED TO ENGINEER FOR APPROVAL. sUBMIT PILING RECORDS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO POURING GRADE BEAMS. COBE MIX SUBMITTALS SHALL MEET UBC OR ACID -318 STANDARDS IN ESTAB- LISHING PROPORTIONS FOR SPECIFIED STRENGTH. CONCRETE SLUM TO BE 4". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY : USING ADMIXTURES. NOTE: ENGINEER'S APPROVAL REQUIRED, CALCIUM CHLORIDE MAY BE USED WITH ENGINEER'S APPROVAL. MINIMUM CONCRETE STRENGTH (28 DAYS) . ALL FOOTINGS & FOUNDATIONS ALL RETAINING WALLS E. AUGERCAST PILES 2, 500 PSI 3,000 PSI 4,000 PSI AIR -ENTRAINMENT 5% TO 7% FOR EXTERIOR CAST IN PLACE WALLS AND EXTERIOR SLABS ON GRADE. MIXING AND PLACING .OF ALL CONCRETR AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, ANI) ACI CODE 318-83. 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. 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWING S . WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,000 PSI) LAP CONTINUOUS REINFORCING BARS 30 TSAR ; DIAMETERS, 1--7" MINIMUM UNLESS OTHERWISE NOTED. CORNER BARS (1'-7" BEND) . SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ' "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE 1-1/2 INCHES - INTERIOR FACE3/4 INCH MISC. STEEL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: MISC. STEEL - ASTM A36 (Fy= 36,1)0O PSI) BOLTS - ASTM A307 ALL WELDING SHALL CONFORM TO THE AWS CODES, AND, SHALL, 4E' :DY WABO CERTIFIED WELDER,. WELDS NOT SPECIFIED SHALL BE 1/4" ' CONTINUOUS FILLET MINIMUM. ALL WELDS TO: BE CERTIFIED SY CERTIFIED WELDERS - USE DRY E70 ELECTROA v' GLU-LAMINATED TIMBER GLU-LAt4INATED WOOD BEANS, DOUGLAS FIR REGION, KILN DRIED, AITC SPECIFICATION 24F -V4 FOR SRI, ANS, AND 24F - V8 ' FOR CANTILEVER -SPANS (Fb = 2400 PSS, \ .ON, TYPICAL) . PROVIDE AITC STAMP ON TIMBER AND SU1a... CERTIFICATE ; To, ARCHITECT AND ENGINEER. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GI;U-LAN BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING • AS INDICATED. NO SUBSTITUTION OF OTHER SPECIES, GLU-LAM ADHESIVE TO BE "WET -USE" TYPE PLR UBC STANDARDS 25-3.9 `'PART II MAHAN & ES. LVO, LNC, THIS SEAL AND `,,SIGNATURE RELATES TO FOUNDATION AND FIRST FLOOR FRAMING ONLY. NO OTHER PORTIONS HAVE BEEN DESIGNED, REVIEWED, ' OR APPROVED ET THIS OFFICE. .. EP ?�..?.. ..,,- . �.... �;-._ .. �. s_._.. ... � .'�.ftr ..+„g.£ f..1�f,. u v{-;. y$• _w ck 4,LB ”.-ar, tn:. .�.+ s, ,/'' }t}» ?':.- ';3:/. 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A ;.) 0 M4 • —e r - i `r -'p S- 15."t?A .... s' - 1-6F-, t;tf 24 fR 44 PRINTED ON NO. 10O0H C7,UMPR,NT • .•. ±.-,, :Tit 75.^tf.Yrra ^.5'/ (-4_5 12,'r 5"i -.i_. LAS /1 5XIC3-'o 7"Gr.. 'r©> -- �N T- oi. \�, .0a I MX 1 re l,-1 P . I V..'( • '.F._;Lf4Nek WA�T1 R � Vi�Lr x!01-0 _Q.6. al , . d :S:3 41ki it•si 5 rates "'a7:Z.e.,...,:„: �!TYtrGA.' Ex;ST tv-- ' F'v""-moi ._ : t - -*' r ;c�T`r' j_T :�7~I l�L-1 _ ; r �� I � Ck::r ii; W I I.7(l x fir'• 2e i="' MIJ.jiMUM 1 v t- - I � - A ! 4 L GJ'• Yf...'__.._ • 4 I SCGG- 2,/. r Lori -45,4 Id-oVen 1 wtv Ij •I 14* 5 X1q-gcd7ld.G, I = ecv-- CI i I ! t N --.__-�t_._.. �--/�•jC15T'it�1c� �'l IILe cAp.,J =t ,mac ( POOL. F- --\ki ►/ I, - 1-'0" yA ii k • L _ „e j I , .\� _ T5''� hd vJA�R �•-�. !-. •.ret_ --''mss—•-.� i + 5,7 4:1 '� `' `• etA,Vet.. -_�- fI t� (aid (c.; � /' ` S. ' "4,),, - t.'= 3 rF., M r"; (!3.,1 z ' ' . -- TYr`" 6:4)Rt-15R 3AR S (W/ -LL Sit) t)51-. . ro 4413 -03 • -29_ -_o . 12"p. m_N.".•"K__• __ r i— TR.Ak 77E2, 5F ---C-716-4,-.1 5 r r , may- .....-...__.. . -.• T-114) s• rt. 7' c +SAF p u',71ul,q71 5'-i T_.1t .> ( IIP.s-r-4 — 2- *-5 rtr� ;✓} Vim•' -r ! c 4-4 4-a �O esm.- -rap '-n. • U 1N'CRME5C31,6rt SN/1, ' it C>t1?`S!Dr 01r4V It i ► AR5 ANS"" f DE i M. 0 5 i .! sv `R, ; 5L,.L 1 /�a. s'..R.'z' 7r`L', t0J/=�.� ALS -- �,,� G:..r� . ter 51 Cie Q Gam! C71= g STEEL— p Co Q � i� -i'rd = /� O VVAi_L 5 E L S'�'1 FMLJ F' : apc) FRI�� � •.� GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WIT1'1 THE LATEST EDITION OF TIlli UNIFORM BUIL.DtNG CODE OR APPLICABLE CODE OR BUILDING ORDINANCE. 2. CONTRACTOR ,SHALL, CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS . ' SH04', ON 'l? t& SHEET ON SITE. 3, POOL. DECK AND YARD AREA AROUND POOL SHALL SLOPE AWAY FROM POOL.. 4. PROVIDE DRAINAGE AROUND POOL IF WATER IS ENCOUNTERED, NO GROUND WATSR XS PBRMXTTEa;AT POOL LEVEL. 5.DRYWELLS SHALL 313 MIN'. LCILO". FROM POOL IN EXPANSIVE SOIL, 10'-0" MIN. DEPTH TO 2'.•0" BELOW EXPANSIVE SOIL. OR 2'•.O" BELOW BOTTOM OF POOL, 6. POOL SHALL RE 8'-9" MIN. DEEP IF DIVING BOARD IS PROVIDED. 7.THE POOL SECTION HEREIN IS DESIGNED PRIMARILY FOR RECTANGULAR AND SHAPED POOLS, AND IS FULLY APPLICABLi TO FREE FORM POOLS WITH RE.. ENTRY CURVES. 8.WHERE THE 'FROST DEPTH OF THE AREA EXCEEDS THE DEPTH OF WATER, THE _POOL SHALL, EE OVER.,EXCAVATED AND BACKFILLED WITH GRAVEL SO THAT THE DISTANCE FROM THE WATER SURFACE TO THE BOTTOM OF THE GRAVEL LAYER EQUALS OR EXCEEDS THE MAXIMUM FROST DEPTH EXPERIENCED IN THE. AREA. . 9. POOL DIMENSIONS WILL BE S1-K)WN ON ACCOMPANYING PLANS 10.CALL LOCAL BUILDING DEPARTMENT FOR STEEL INSPECTION BEFORE POURING CONCRETE . 11. ASSUMED DESIGN FLUID PRESSURE = �,C�lbs./.r".t. cubed, 12.SOIL CONDITIONS THIS POOL WITH! BOND BEAM ONLY MAY BE' INSTALLED IN SOLOF: N0N:EXPAND]NG TYPE MATERIAL. IF THE MATERIAL IS AN EXPANDING LAY TYPE SOIL, THEN IT IS NECESSARY TO INSTALL THE 'SURROUNDING SIDEWALK AND THE 90 1b. FELT MEMBRANA WITH ALL JOINTS SEALED WITH BLACK LONG ASBESTOS COLD APPLICATION MASTIC. ALL DECK EXPANSION JOINTS AND THE JOINT BETWEEN THE POOL COPING AND DECK SHALL BE SEALED WITHAA "THIOKOL" SEALER. SOIL SHALL BE UNDISTURBED NATURAL OR APPROVED COMPACTED FILL. �.S.S_T3 CODIT ONS THE GROUND SURROUNDING THE SWIMMING POOL IS ASSUMED' SU. NO SURCHARGE, RETAINING WALLS OR TERRACES ARE TO :BE CsQNSTRUCCBD ABOUT. THE PERIMETER OF THE POOL UNLESS THE RASE OF SUCrH WALL;,' TERRACE OR SURCHARGE BE HELD BACK A MINIMUM 'L-it�R ZONTAI,,. DISTANCE FROM THE FACE OF THE POOL AS SHOWN . • 14eMA '. CEM -. PORTLAND CEMENT SHALL BE TYPE 1 CONFORMING TO ASTM SPECIFXCA.TION' b. FINI3,i'AGGRIEGATE.� SHALL CONSIST OF NATURAL. SAND HAVING HARD AND DURABL,E.; PARTXCLBs. CONTAINING. NO MORE THAN 1% CiONTAMXNATXON. a. WATER.;-+StiAL.. BE CLEAN AND FIT TO DRINK. REINFORCING STEEL.. BARS FOR RS11NFORCMENT SHALL 138 STRUCTURAL STEEL '.GRADE CONFORM ING TO ASTM SPECIFICATION A.615, AS LATEST AMENEDBIJ, AND SHALL BE HIGH L30N1) DEFORMED PARS. Fel =C:00000 psi GRADE CPO, • 35;GUNXTB •MIX•GUNITE SHALL ATTAIN AN ULTIMATE 28 DAY STRENGTH OF. .� . y Fo = psl,• AND SHALL BE MIXED IN THE PROPORTION :(300 : psi. .(1by voluiue) OF 41 au.tt: OF DRY .SAND. .TO EACH 90 lb. SACK OF CEMENT, MAXIMUM WATER, CONTBNtETSHALL BE 31 gal. PER SACK OF C�M. 1,6•:0 IR:PLACBD CONCRETE MIX ULTIMATE 28 DAY STRENGTH -•:'000 psi. . 'Fa psi. MIX-- 60% SAND; 409E P.EA GRAV•T3L, 71 SACK REDI. MIX CONCRETE, 31 gal, OF WATER PER SACK OF CEMENT, MAXIMUM, INCLUDING WATER IN, AGGREGATE. !..STEEL,, EL6Si 1 Ty, REINFORCING S 13L3L, SHALL 1313 PLACED TOtTHE LINES '"AND .Dx1+tENSx0IVS SHOWN ON THE PLAN, CAREFULLY AND FIRMLY WIRED • PL.Ac . ;STEEL.,.SHALL BE BLOCKED WITH BRICKETS TO MAINTAIN • THE SPACING k`jZ0M. THE EXCAVATION: LAP EARS . 0 DIAMETERS AT 'SPLICES �;ND°• i•�0" MINXMilM AT ALL CORNERS. STEEL COVER PER PLAN (m411. 2 4.) • 18 oC)ONG E C '•CON.GR8TE SHALL .(3r PLACED ON FIRM, NATURAL, 'AM/. •TUR•ES• •QMPA-',0.12'.ENGINEERED,; FILL TO TF[E THICKNESS - S}•iC�t�N::ANY- DE'OSITS OF .LOOSE SAND OR REBOUND SHALL. 8E GARE.. •� '/•:.Rat..s0VBLz•Lt•RUM STJRFAC8S BEFORE j�'LACEMENT. ALL. REBOUND • • "PO•CKETS, .SAGS, LOUGHING OR OTF-IER DEFECTS SHALL BE CUT OUT .AND.•REPiACED. NO •RE3OUND SHALL BE REUSED. 19,CURx . -THE CONCRETE SHALL 13E DAMP CURED FOR A PERIOD OF TEN FDA?S. DURING THIS CURING PERIOD THE• PLASTER -FINISH MAY BE APPLIED AND THE FINISHED POOL FILLED WITH WATER. 20..•THE POOL .SHALL 813 ENCLOSED BY A 5' -.0" MIN . HIGH SUBSTANTIAL GATE AND ''FENCE. GATES TO BB SELF. -.CLOSING WITH A SELF -LATCH ...ON THE POOP SIDE FENCE AND GATE TO BE ERECTED' PRIOR .10 ' • F aLL:ONG POOL'. VE:Fz11�.Y'.�i i GNj •t'eme,.,Lo .L....c©.De--. 21.SWI-MMI,NG POOL ELECTRICAL GROUNDING TO REINFORCING, PLUMBING .AND TO CpjR UXr XS REQUIRED. PRIOR TO BUILDING INSPI3CTOR4S 'GLEARANGE QF REtNFO.RCXNG FbR GUN/TING. 22 .D0 NOT TURN. ON LIGHT WHEN POOL EMr'TY. 23 ; DO 1101 USE BLACK RUBBER HOSE WHEN FILLING POOL . It marks 'plas'cer, 1 Ca=':r.pNQ ,-4. Ca t N `T",tpNRi.?T:l'Ji'; p;: qll�,:,: . : �2s RFF;QI<S1 ,IBD SL -OPE, OP POOL BOTTOM Vi R ES. C1- CK WITH TION S •JUI1�XSDXC"TXON OVER TI•UL PROJECT. N.S'..F?.I.:REQUIRES Te.us,„ .:.4.!:t't•4 ,j ".a5''t: FOR ;.SHALLOW AREAS AI�LD.•5.t''t. !.in. 1.. P.L. . ;TRANSIx�IZON• FROM SHALL,OW.AREA TO •DEET •:ARBA . • - c•,4COf%v LOCAL • CODE' I;IfiNr%,N a,; ,',t+IAXIMCs►hi SL:;QFj�!r .C?�r%': xt cit . • • :..; o •>.(151-1 F''t Wil : -� 'Zr2 t-4 c'...�,F r i i"‘_' - o 4,4 M1DD'L. O: rte' =%‘ ir14...: '' r r '` '+�Sx. Y�'__ Li7 �. s. tx ,� _ � +3• -n �:.c t�,r . . 7r IiIIII111111111111i!{ ITIIIIIIIIIIIIIIIIIII+IIIIII1W111IIIIIIIIIII1If I1III,III1II11111111111111II1�IIIiIIIlIII�IllilllYil �II1I�IIIrI�I�I 6'1 III!�III irriIIfIII111111IIII1I111111 11illll Of6 THt. r4(.. 2 5 Q i / �J 9 1 1 + MAOI IH LFHM0.t„ �? 6 / NOT -i: =: If the microfilmed document is less clear then this notice, it is Cue to the quality cr the orlpinel c'ocurr.ent. 0E r-„' E3<: Li c)c' �Z 7C E� ez k Q� b� f3l LL 9L -$l 71 El ZL 11 QL 6 8 L 9 c, 7 f: Z 1 ww U I;il!I!i!II+I1!1Il01111IIIIIIII!I!111MI1111111iiltll h11ii!!11�1±'I illlll{illllllllllllll!I�IIIII!II!IIIIIIIIIIIiilllliil�!Illl!!Illl!il�llill!!!II!IIIIl111IIIIII1t11IIIIllllll I!I 11 I i t ' I '' (� + ' II ! ! II I. I I I I I I I I i !II illi IIIIII,iIIII,IIIiI 1. (Illi Illlltl 1111 Ili„!,t�illllil!Till)IIIIIilllll�illlllltlllllllllllllllil It't*.1. FILE COPY I understand that the Plan Check approvals are subject to errors and omission:, and approval of pians does not 7+:ThcrizE. the violation of any adop'-ed code or ordinance. R,-;cc;ipt of contractor's copy o proved plans Clevol.viedg$ Date,.5'"zz..'" ' ct Permit No..' ....' Ulf 'G ,�• � rid r �_. ...^A .�' u ii �3+ CIYY OF TUKWILA APPROVED SAS ��', T�i� "Ply, BUIL* NG DIVISION , A. .oc41" REVISIONS BY 41 •�'4 c/)a.: _r. .1. CC 43a 1.1:2 CD L co 1113611 X Id >s » pal ,44 SIM I• .•.j >s h"•c„. NS vl1 salc 7) tr t't � (01 'IC )3 6 Date 3. JL' Scale Drawn Job Sheet Of Sheets 1 0 1 a 1 • • • • • ' . 44: • — r • fi-Pik[6c fo f au L 44p 13vc 1 fum61146- IWtar-Af-- CDDE5 • s.MM fu rAL 6tri3letit+ SCor) Stisaalt spo6 pes mesma) cAir. vokb 4505 tbrie A -u., sti$ Age P4c-ptsir.. itcv.m.c.? Mu- stuoukt, . 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VMS ASM 24 02 WOVEN AOVING Of PPla «31 TO fie.31 II -100 AS MFG Sr COOK MR FULIIVAL ESTI. ioa PSF SUPC144,14G1 SILOS/Fr a. 23” I PT ta • IS" • I 75' PCIFI UNIT MOTO SEC17O03 (NI 308 30 8P4.i PV3 ril .3ob in lora 301i 1E.05.2- Zaa * 47.3 • TOP REACTION,. T•• 30; "I*, 4411 r !if 11 rt.14) el. WOOL* PION EACTt k 2 IP 3(31 Lit R2(4,.:11....i )642.1 7.4 • RACT SOTTOU fI$OIO • 7•2121 W b • 30.04 FT I , NeE.P.304 totiniit EattivarA. vsimm , • 124a 1441s 1? 11.°41 ,004 • -nss3 sArsiy sivon • • 34 IMMO ISCSISTI410LIMPIT WO • I216 2 1310 110 114 OF • •-•-r • —r20 31-311.7 • M. 3 a „9$?$ •-••••••• • IN 3 • 14(-)214.14 cvloito5 -+ TI MA) ,fiS1 E5‘ caliEr6 61151-f. LCCAQN4Gr- r- „, L, tir? OF TUKWILA APPROVED 77W--A1-.1r2.4) c4.)LikiTRY pc), BoXL„,L.-E-2_\etUt-z--; cA64,. L1 ;44 X fie tosajOsi ow Wt. •tooilt.p e ' • '16P.4:lerrilifraCt.-rat4i;e4e,r4.gS,•;;A:Idt&Se.j.'44.4..f 111111111111111111111W11111111111111111111111111111111111111111111111111 1'1111111111111111111111111111111111111111111111111111111111111111111111111111illi1111111111111HI •!-5.•"' I u 1.4* try 5 7 8 9 1r) 11 MMIF •FPMAN1 12 NOT:: If the rnicrefilmed eocurnent is less deer then this nctice, it is eue tc the quality cr the cririnel eocurrent. ;••••.i. ••-••-7( 0"..• 0 • LC, fie ceOc61 9l SI Cl • 5.; 5,t: e Will,i)1,1111111111111411,111dilhildillitill.11114lil 111111.1!1111111.11111111111111111111111;111111111h1111111IIIIIIIIIIIITIMIIIIIIIMILIIIWIffillhilblik11111111111111111111111111141111111i 1111h1111 . p. • wage -.0a0.011101WainiakilkMISONNEWISftwom... '! 11' 11 2 No.18 eCn....utl. m..... L06in•(M Mf• T 1 PT 1 EI 1 IT 1 II 1 OT 1 6 8 LI 9 91t ,E1 Z luDi