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HomeMy WebLinkAboutPermit 5012 - Ivy Hills Apartments - Building U-2CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT PERMIT # ..50//t2 Control # 86 -095 (513) Work to be done New Apartments (12 Units) Bldq U -2 Site Address 13760 56th Avenue S. Suite # Tenant Ryerson Building Use Apartments Assessors Account #000300-0052-04, 0001 -06 Property Owner Group V /Rick Ryerson Phone # 885 -4043 Address 1830 130th NE Bellevue Zip 98005 Contractor LaBellarte Const. Inc. #VITOLC *32-761+a(.o 0 Phone # 325 -8585 Address 510 Rainier S. Seattle Zip 98144 FOR BUILDING PERMIT ONLY A roved for Issuance Sq. Ft. Office Stareorage/ e W hous Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total 9552 R -1 Fire Protection:[] Sprinklers J Detectors Zoning PRD /C -2 Type of Construction V -1 Special Conditions (, • 11 , t • - ar ed until Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 334,320 Bldg. Permit Fee Receipt #05 $ 1,019.00 Plan Check Fee Receipt #0469/ $ 662.00 Demolition Receipt # $ Surcharges Receipt #� $ 1.50 Other Receipt # $ Other Receipt # $ TOTAL $ 1,6941.50 revisions currentl under revie are a roved FOUR SIGN PERMIT ONLY by the City. Q Permanent J Temporary C1 Single Face J Double Face [i Wall Mounted J Free Standing [] Other Building face Setbacks: Front Square Footage of each sign face Special Conditions Side Side Rear Total square footage of sign 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 FUR A PERIOD OF 180 GAYS AT ANY TIME AFTER WORK 1S COMMENCED. 1 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 C PLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO . /VIOLATE R- -GflNL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION, OR 1HE PERFORMANCE OF CONSTRUCTION. 1L S igned I Date 2'1� a , LICENSED CONTRACTORS DECLARATION )01-Contractor hereby affirm that 1 am 11 nder provisions of t e Business and Professions Code, and my li enXe is j� full force and effect. T"Gontractor (signature) Date / y/& 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. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT C o� 0 90 ^003 PERMIT # 50 /Q Control # 86 -095 (513) Work to be done New Apartments (12 Units) Bldg U -2 Site Address 13760 56th Avenue S. Suite # Tenant Ryerson Building Use Apartments Assessors Account #000300-0052-04, 0001 -06 Property Owner Group V /Rick Ryerson Phone # 835 -4043 Address 1830 130th NE Bellevue Zip 98005 Contractor LaBellarte Const. Inc. PVITOLC *3 a(n ('() Phone # 325 -8585 Address 510 Rainier S. Seattle /7 Zip 98144 FOR BUILDING PERMIT ONLY Approved for Issuance by: ,(41'.//r,_-c Sq. Warehouse e Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. Total 9552 R -1 Fire Protection: [( Sprinklers J Detectors Zoning 4PRD /C -2 Type of Construction V -1 Special Conditions n Fees sq. ft. @ 1st F1. $ sq.,,ft�. ;@ 2nd Fl . $ sq. f�: @ other $ sq. ft. @ other $ Total Valuation of Construction $ 4:12n Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #Q() $ 1,019.00 Receipt # 0469/ $ 662.00 Receipt #9,a?() $ Receipt #(15,K) $ 34.56 Receipt # $ Receipt # $ 1,69'/.50 P started until revisions current) under review are a roved by •t-ha City. FOR SIGN PERMIT ONLY (l Permanent (J Temporary 0 Single Face [J Double Face 0 Wall Mounted [ Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNUW 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.— CANCEL, THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. X Signed Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am l nsed.'Un en der provisions of t%e Business and Professions Code, and my li e is i full force and effect Contractor (signature) ( // ✓�"' / / Date �� ��7 OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKit. ILA Central Permit System Lontrol No. /7L- Permit No. 3-.1'i t' FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks /Recreation J Project Name ' t''' /' /,f s- Address •.�' Type of Permit(s) 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 cq�n,,c'"ern 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 J This project is approved by this department: Authorized Signature Date CPS Form 3 Atadi4N.'0A0M ({p.SbM02kUMmonmWmvafmu.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD 1 i PERMIT # '1Q Date I-&-90 Type of Inspection V■naA Date Wanted t -,W—C1,0 Site Address Q O (n f\V J Project T111 k1l\ S Requestor UP On Phone # (Q j`1 I Special Instructions 1514) Q_ Inspection Results /Comments: ff) Inspector 617::—/7 Date F t' 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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FL` t''P. 42/20 . rtt ;. ` t[' :. -04 . Wit- -# 'i' �... t.::,� 1 s� : i�i.. ' t • • 41 ii i+ . K iw! F'" i -mg � ' t .~ i 46- >rt �}� . Y M .....s d . 4yr0 -M . r Z5 L0" I h mvgae,K fl.,‘Cg FLAN +FTC - 1- f�'NC�..`1' PHI occurl2 CNcr I -1 25.'1.4)'► ,,sa..a41114g4� 4,70 0,• Ml i tii %a ow. JOHN AWEISON AND ASSC=E8 AG PS, INC. • 0. '.r•.. ". ?vY '.li. IIII'IIl!'''1'lli!{!illllllll1 Ill�1 1 Ijl i{IIIII III III !II III III III i1I I � � I J I I I I ! � I J I I{ I III 1III I III 1 l! 1! lI ` I II1fl! fI lI 1i 11 I l l! ii -iI "l ! {li . 1 1M lG� ti•I lI 2 ll 46 7 NO-F-:: If the micrcfiirned cocument is less clear then this 0E, he I,� tlifif �;�,hi! h111i!I!lil?!i ��- notice, it is cue to the duality cr the orlc'inei cocurrent 1 9,: se '1L £Z ee to Q2 bl 6L LL 9L 9L 'L £L ZL LL UI. 6 � s, 8 L 9 c; e Z L `4" 0 Ilit1 !!II� ?'i {I!I! Illl�lt� !i►Ili;' l!!liilll L !1!l I�I I! ! I Illlilil! 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SaADINC-q trazr( buiLrAN 07L.ILI-20-16 L2 .r.L..iltiT4ttokAtv.',11,,,,,Ag, mescwi- Wt 'j L-5 ONL2r ssigui8440elwesswehgew fiet/aM;41105:71zIlencs.cakimuromiaingaloWSIINIPPIrolgtalar4aPICIRAMirsztow,MwootatiaLles36MSCEEIM3L4Naft&IMMASMOM97/5411a COPYRIGHT la JOHN ANDERSON AND ASSOUNOS 1 111111 I o14 /11'. 1 t'7U I !Di r-4c, L-- -------- nontn.n.A.414..nnanrom f%9THAL. 71--E .EAR (bLii LPtiX-4 (LT 4-4,4t-F ,qAtAlt-,4.4z,) " XNCri'M (F?r2kr..E a7N11311-14NI 6.44AW.1E---) — -- —; o& Gulic-r-i I \\ a_ cZItPtfl4 V-4,43 `,...r)U11-.17311-4( L r4xe P.F1?--) E — mue ame,:e-)PT c ovE-11 ""ThIleat5- re' Clik ANDERSON l N.E. 1‘)PW.. --., 21ii0.C.: oy Thu5(6ei-,' s \ \ • \ 1 \• \ \\P \ \-. =.6 Lori c,?-1 Evrxx- V-e) hr-Ta. ,ct 2.4-14-.74• toviEzA gaPF. • r , F1-21. ?-4z-T FFAmiNti Ft-44-1 t/a,it utitott HATCH E.0 AshifAa- 13M"ICTTE:5 Cei LI NE-47--, hoop ' 'A PA -CDX Pt---fkiGtV N Prt>4 5911<,) FAcrt WPPONIZ-'). NNL... a ()IOC. 0_ PAINE.),, ei 101,04. liN , u& CV>, OVF-N-4/1,NG: dfigtzels1,41.24ZtaXWASettlir-492,StrAPANOttailogiseXisocalat. „.. - .. ,._ ..,..,....4 ..., 4 —... .... ,„--. ......4_,......,-_-;z:,-...., .--.-.- 4.-4-t, 3:-........-.0-4-:)4.-.4..5:4.4..--v2.-?,;.)-.-,::!):;.:-.,:ar-rs...c-, ligie',.:Q.,4;......1 igi-');',fi.r..-:'l&c;4i"ii''Y..4i;',.:;:-.'%f,;j.:rj.j-.5:aY_k.,]a,'-IW;:t.:-k.-c-.4f-,'"-..:g)Vi's'.':.,:l:'..,'..;.4:-.4.';'-.•: .4-' -,..<4'1.2.4,-'"/'..4.. ..,:g...474.... 4-').'' ..:'-::.t...' .:-.:3"s";;:2-,-',-:3:6-st-'71.2.1.0.-4,:"..;.4.-.-4,';',.---"!:.4'.--?-'.%"..'......:2- • . H H 1,1 I I i I I I 1 I III III 1 ! I III HI 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 II 1 I 1, II I I I 1 I ' i I i I 1 11111 III II III 1 I I 111111 11 1111 I I ! 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SaADINC-q trazr( buiLrAN 07L.ILI-20-16 L2 .r.L..iltiT4ttokAtv.',11,,,,,Ag, mescwi- Wt 'j L-5 ONL2r ssigui8440elwesswehgew fiet/aM;41105:71zIlencs.cakimuromiaingaloWSIINIPPIrolgtalar4aPICIRAMirsztow,MwootatiaLles36MSCEEIM3L4Naft&IMMASMOM97/5411a COPYRIGHT la JOHN ANDERSON AND ASSOUNOS 1 111111 I o14 /11'. 1 t'7U I !Di r-4c, L-- -------- nontn.n.A.414..nnanrom f%9THAL. 71--E .EAR (bLii LPtiX-4 (LT 4-4,4t-F ,qAtAlt-,4.4z,) " XNCri'M (F?r2kr..E a7N11311-14NI 6.44AW.1E---) — -- —; o& Gulic-r-i I \\ a_ cZItPtfl4 V-4,43 `,...r)U11-.17311-4( L r4xe P.F1?--) E — mue ame,:e-)PT c ovE-11 ""ThIleat5- re' Clik ANDERSON l N.E. 1‘)PW.. --., 21ii0.C.: oy Thu5(6ei-,' s \ \ • \ 1 \• \ \\P \ \-. =.6 Lori c,?-1 Evrxx- V-e) hr-Ta. ,ct 2.4-14-.74• toviEzA gaPF. • r , F1-21. ?-4z-T FFAmiNti Ft-44-1 t/a,it utitott HATCH E.0 AshifAa- 13M"ICTTE:5 Cei LI NE-47--, hoop ' 'A PA -CDX Pt---fkiGtV N Prt>4 5911<,) FAcrt WPPONIZ-'). NNL... a ()IOC. 0_ PAINE.),, ei 101,04. liN , u& CV>, OVF-N-4/1,NG: dfigtzels1,41.24ZtaXWASettlir-492,StrAPANOttailogiseXisocalat. „.. - .. ,._ ..,..,....4 ..., 4 —... .... ,„--. ......4_,......,-_-;z:,-...., .--.-.- 4.-4-t, 3:-........-.0-4-:)4.-.4..5:4.4..--v2.-?,;.)-.-,::!):;.:-.,:ar-rs...c-, ligie',.:Q.,4;......1 igi-');',fi.r..-:'l&c;4i"ii''Y..4i;',.:;:-.'%f,;j.:rj.j-.5:aY_k.,]a,'-IW;:t.:-k.-c-.4f-,'"-..:g)Vi's'.':.,:l:'..,'..;.4:-.4.';'-.•: .4-' -,..<4'1.2.4,-'"/'..4.. ..,:g...474.... 4-').'' ..:'-::.t...' .:-.:3"s";;:2-,-',-:3:6-st-'71.2.1.0.-4,:"..;.4.-.-4,';',.---"!:.4'.--?-'.%"..'......:2- • . H H 1,1 I I i I I I 1 I III III 1 ! I III HI 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 II 1 I 1, II I I I 1 I ' i I i I 1 11111 III II III 1 I I 111111 11 1111 I I ! 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M....m.4...o I p f ...ang ,•.A.C., - -.........■ ■.t...4....../..c .10 ....-......... 1-_-_-__ **WI f • „..zvssuezextr_„ 1 V./ r7. :47 ;;; 7-?; ?ig Bc: 1 _ 14 firgYia, tc) 1 r-APMAL F5P4a.-11- Ozit44T VAt",,-; 1,e7 ' - N t - 1^4/ .((‘ - ve,1,-)-1- c1at x_ra c2y,...04.4tx.) tolziom pys,IL„. 4- p...cr; ZTH I Co. _rA,.1-4.r.-.: L.4.3 -Yr • G. L- e 14 A‘,1 f5 taaeiti-4 W. R10. • COPYRICAT 1 7...rnamo=viema.v.z.swit •-•••••, Www. 1trik )r1 aer1-1C-5.. 4 .,44 Or....e4Z.. -LWS Ot;•it..)? Fit64-47. rOH• L.? L'-4 AA:4p • Lt.:PT --ctz(A7 1,0N L1t1I7 L1 ,ipriluArl tx..cerr kv& t-icrtev) NletummawaituatMalimsturgnicrOssarsaa,mouLlaeamilar 19 .20111 APDERSON AND ASSOCAXES Rai M. i—EFT ELE,:,VATICt4 t.311-4- L.:74 atsit.,..2/ fix-t-rilaryAtroq. • rrir 41-1.tVg, 2)(40 FP-Pr q 2411 - —t ,/ L-4 aktLy'- 1 arA:E ,:if5P41-:)M)1:q QUTH 1-9LF JILCE7 L:4 FAMIAL- E-.7t-MVASTI2/--4 DUI:Olt-4(v 1„..- L.- .4) 1 v4 tt „.,11.4711 (4T &P 2Y7fl ._c4-vANc4E)- 34k2) GLJiL1 31/w( 10A.311,1t._-,N 1 i'111:X-vt• 2,),(4 0 rf-z C7N/Eh-ThircaM--51-; 64 P\Pc-.1).7)7rp-luiL5 2?ce,;2411'.04.. - 1-fams.v. itIPT. 47 (Joc p__ rNuee -17.1Lie:5 P-tr-T5 2-4`10/4 - KOPF' FLAN 4..i5 Pa:-T WANAN-Lai L--7 1 ei :ULI4i L4 AE) hAN N bt.411-DI Ne; L 1 111114-1AM (:_WeR, HATCH e..2 DH�re ewPic NO Cfli--nT, LNG5 hc7(.7,' OH 14.1 ArA CPX PLY 142a;) 6 N re,)< 44) _ rACV:::, GPAN hCee, POP; 75 NAIL ed ..c,(.0"0,C., rAt•ai... -C t 01.1,0, C. 11•4 riaLD LE-t. a o-vEN-fp4-.46e, VO t„...Ort 1,1■.,,! 0 it, tfl'. 1 1 1 ! 1 • 1111 11; I' M !! 1 Icr 1 11 WIWI 11.11111i I 1111111 111, /II 11111 I I 11111 1 HI It11111":i" "i1 , 11,HI, 16, /, 5 3 7 8 ct 1() mt.tif ' NOT: If the n-ticrefi)med eocument is less clecr then this ncticc, it is c'Lle ID thc cuality cf the nririnel eocurrent. tit 91. Si. t[ CL L IA 0L 6 -. 1 11111 111, I t' o 001110 j1,1,11'.',,I1H1 !!!!! AAR44444114PAISAIIIAGOLAIR444.9444344AMMANAMIAATAGRAIN hIL .)./I\ I • i -1 --17 ,..!",. , t.., 4 - '''''-,.• 41 ,.‘,./M1--..?--.-L4Pli: ' . '.'-'4't..', ' • '''''' ,.'116.‘ ,,,,,.X.' .s4 a,... ;7,7 .-.‘*. - let TO , ' , --• ' ' ..‘t,ict71"-:''`i,:;.-.:. * .-!,.,...-.- ' --c."- 1 4/i4 , ..: 14.1 , .r- r, t.1.^. f V ii, - • - ' , ,-.. .9.,,, .. ... h, ,......., i, ..... 44 . -.5.-.- '- :,- - "' "re::.4-''" ,4‘.• , - . . 1 t ...." f i , ":„.,... c.1.4 "I % ' s - 45 e Ir.. 'C'e4,4 t , •,.tC.NA t 1..‘ dt. CA 4. $. ,41.zaricacear4,4.14,-.Ame, I i - I ■ 4 1 —t ,/ L-4 aktLy'- 1 arA:E ,:if5P41-:)M)1:q QUTH 1-9LF JILCE7 L:4 FAMIAL- E-.7t-MVASTI2/--4 DUI:Olt-4(v 1„..- L.- .4) 1 v4 tt „.,11.4711 (4T &P 2Y7fl ._c4-vANc4E)- 34k2) GLJiL1 31/w( 10A.311,1t._-,N 1 i'111:X-vt• 2,),(4 0 rf-z C7N/Eh-ThircaM--51-; 64 P\Pc-.1).7)7rp-luiL5 2?ce,;2411'.04.. - 1-fams.v. itIPT. 47 (Joc p__ rNuee -17.1Lie:5 P-tr-T5 2-4`10/4 - KOPF' FLAN 4..i5 Pa:-T WANAN-Lai L--7 1 ei :ULI4i L4 AE) hAN N bt.411-DI Ne; L 1 111114-1AM (:_WeR, HATCH e..2 DH�re ewPic NO Cfli--nT, LNG5 hc7(.7,' OH 14.1 ArA CPX PLY 142a;) 6 N re,)< 44) _ rACV:::, GPAN hCee, POP; 75 NAIL ed ..c,(.0"0,C., rAt•ai... -C t 01.1,0, C. 11•4 riaLD LE-t. a o-vEN-fp4-.46e, VO t„...Ort 1,1■.,,! 0 it, tfl'. 1 1 1 ! 1 • 1111 11; I' M !! 1 Icr 1 11 WIWI 11.11111i I 1111111 111, /II 11111 I I 11111 1 HI It11111":i" "i1 , 11,HI, 16, /, 5 3 7 8 ct 1() mt.tif ' NOT: If the n-ticrefi)med eocument is less clecr then this ncticc, it is c'Lle ID thc cuality cf the nririnel eocurrent. tit 91. Si. t[ CL L IA 0L 6 -. 1 11111 111, I t' o 001110 j1,1,11'.',,I1H1 !!!!! AAR44444114PAISAIIIAGOLAIR444.9444344AMMANAMIAATAGRAIN hIL .)./I\ I • i -1 --17 ,..!",. , t.., 4 - '''''-,.• 41 ,.‘,./M1--..?--.-L4Pli: ' . '.'-'4't..', ' • '''''' ,.'116.‘ ,,,,,.X.' .s4 a,... ;7,7 .-.‘*. - let TO , ' , --• ' ' ..‘t,ict71"-:''`i,:;.-.:. * .-!,.,...-.- ' --c."- 1 4/i4 , ..: 14.1 , .r- r, t.1.^. f V ii, - • - ' , ,-.. .9.,,, .. ... h, ,......., i, ..... 44 . -.5.-.- '- :,- - "' "re::.4-''" ,4‘.• , - . . 1 t ...." f i , ":„.,... c.1.4 "I % ' s - 45 e Ir.. 'C'e4,4 t , •,.tC.NA t 1..‘ dt. CA 4. $. ,41.zaricacear4,4.14,-.Ame, PROGRESS PRINT ISSUE PATE - 1 40114•1041111MAYIIIM • • r rfritt P-4.-174.117W4T .__.4,rq"AqUeprp.e>1...1 . AillalgthelibiltARINIOMPLICiillattale:01441116M610:110011V ; • , Vet•An....."•••■••••••••'; • ••••*01'4■01170.0141 •■•■A•w/M•V■aw.,....,7...11.1.0.s• le er ..=•■•••••••••••••••••••• IN•ALT•rr 40,4 M2f f. • kedd.ikevAl ......1r•••••••••••••••■. 4•T•IPX.tionlIre wv••••••.*••••••■•• •"•00.x.r.••••••,......Ne —04" bs4-4.--iitiFrjli)- — - iDH& TtPKAL . . . . . . . ----t- .2. -, • . . 1---- . . ._,....A ' .: —, —. • ••••..........1•71....•••••■••••■••••■•••••••••■•...f.....10.1.4•WK.4* . . PANITIAL- WI-4T (LA-) t -(Sire*Tr- -.1bArt64-eN) _ /4 4211 1 hNL ki I TFJ ‘./1 MA)< C 'b-k\4r7.N1 bEmia ND-mom acy, . cl - CIEhH EAt ._ -1.(g..roki4r44:;..(ar.firict.,14) r" lo 0A,1P4- A.7411". X. 4 I ••••••••■••••••••= tFr--7--- .... 642 r--1----1--- _..._...1__ I - ... ••••..........1•71....•••••■••••■••••■•••••••••■•...f.....10.1.4•WK.4* . . PANITIAL- WI-4T (LA-) t -(Sire*Tr- -.1bArt64-eN) _ /4 4211 1 hNL ki I TFJ ‘./1 MA)< C 'b-k\4r7.N1 bEmia ND-mom acy, . cl - CIEhH EAt ._ -1.(g..roki4r44:;..(ar.firict.,14) r" lo 0A,1P4- A.7411". X. 4 I ••••••••■••••••••= tFr--7--- .... .7,--- - semescimwsma COPYRIGHT © 19 • ..-ELVUATION- JOHN ANDERSON AND ASSOOATES P INC, .••••■•■•••ow.ww ugegpieroyeumw*IrMAIRIWaYtfaiNVON.WFVEVIRCOOMIVINEEMMA,VOWNetiaiegrrt, iiiiirtrotaitstootwolea OWCTIAL. fgeAP2i ,Z1M1L4PC) 1/411 ',La? R. PreIer _ ,FLAINI .1 Ey FcaDIF :-Ny64\•&11\14. FLAN - 4 A 11*16.11. IC*.1611.14:' 1 lc t) rizieg N9 5 lekt2,%G. CJ, chr-X5`. Fitt~qCH ,,\NEAei_ Pt' NOT Ee; a.oreD u PFr 11\1& Y2;.11 AFA - c(==' PL.21-1,4000 t•j,& 59-/iG) IA/ 7/4(st. (.:----f544N MOP-7a HAL N/ 8;-.3 NAIL_E-) ZfX;-_,Z.a !Q" OC, IN N e.L.n P-4:2r L. GieLe-trhube-,.. COV-517-P-11?11-1A 2/kCiP briD 2,141.< CrYtt'i "Thueew ,40., It, $'47, .1% --A 0.0. - , • • 44;-**.4.,:rOwe' • ISIMISMILIMerefferfilagellffliiiM - "1' . • I, I I I II • •,•tro. I • ! • 1: • I • / , I I ! • I • ! • 1,.• F1'.1:!, • t. H.. Lc 11,1,„ , ; 1 7 8 i NOT7: If the micrefilmed eocumcnt is less elev. then this ncticr.,. it is 6.1E. te the cu8lity ct the cripincl c'ocurrent. :! ;•! !• !! ! 1 1 ; .. , i l • , i , ! • ; • ' ' ' i 1(') 1 1 .Ar'f •,; t•FF•x•LNe 12 t AL: C3t..16111.); 1;1 Int i cocurl'ent. Oer, Z.1 9i Vl Cl. Zl 1.1 (-)1, t3 1 Z. WIL:j1111! '11111111111111.11111'11111;11r1111111 I ! I I I I I I A's PROGRESS MINT , 1604,1E DTh 1 4 • tr- 4 oa-r,Triscr4t-2"--- • `.Q-(1,?6,F.'61-rpYr. i .......■••■■••••••■•••■•••••,..• ,...,, ''''---:■"--.„ . -..,.,., -_,, ----"----------. 1 >,.! GYr, "Sct° Gficht-rE. cAlt TYPE ' erp. - (2 r_ 1..7 HOOP et_i t-) -> •••••■•••■■■ !,1 ' 301tirtiotrVirnIAGIPANIargerelictelialt111024-501 COPYMHT s 19 , JOHN A NOE 113(N ASSOCWES dORWRIV4152figri6MargiiifOLORGInnirAlarrIATAXXOWISOIOYFIk . „... „ , • „ . , „ 11,0110111110401011,11.40111N41.0114alLgOVISW1411111trikalribarellONINWEAVONOWOM . • . 4fe .9j. oil !hoar!". YEkJT a,-)hhiVor"--) l:Q \/ T Tr t;.;FD glYrt ETr c_z_.„...0. sc - - ": - ":, .. ,-.7.1 "-:. r.- ,- ; -... ; ,..; ,, z. .., , :. :-; • . ' „,--,-,-.: .':.;,...,..." ...:- , ,.. 4:.:.•-:„.., ,', !!! i; IIII!,1111i ■11. !:-•.;1:;-;:1•.1:••1•:, ',.,-.;'.,-i:',..- L:',.,,H,....-i .i. , ...;.." !;;,I1..-.(l`.i>2;..- 4"-:l-il- 4` `,-,-.„14121 ,,z.,. ' '• , .. r .. ••;I IHI I1 1 "11 ! .i l ; I iTH! i 1 1 1 1 i 1l i i j 11 1 ' l :',1:4;e;." :-.,:r, '''' ' .•• . ' ':..._. • WI il W li I I iiIIIHIII!!IIIIII 1 ilill! Ili 1 i 1 . • . ■ " 0 1,Tv.■■■■ •• 2 6 C--- • ,) (-,., 7 8 9 i n .1 i ,- - - . rq ar 7 : If the rnicrofilmed eocument is less clear then this ,. notice, it is c•t.le to the cuelity of the cririr.PI cc-current. 1 1•' 1,...: 9, 1 ` . : r . ' , . t/( S: ;:.' 91 41 91 .c..31. 'A Cl r?.1 1,,i. ()L 6 1? i., 9 1 i ,1 ,!. . .1 ,I 1 1 „1 1 1 i 1 1 • '11111i:1111;j' ;:,h, 1 ,Hr, .i,,,:!;1,1' l';;!! 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Vide. 13'd • • „ -3"4-(rt'''''Ar'*t-ttk: elos-s7:2,47°""*"'""Imf•ary....43its.a01' ?.• • •, ;rat ) ba0a az:ono s•tije and !tit the book of 0* 1.7a 2,-`tt<1 Exposed. ille.41.n Pipo& and hot Wetet' plpes utidev a taVat0e.of sfceil be Oeeesse4s, irsisiated. 16 tn-thes !abaci* ena parallel -to' the floovi.., tIst,ab.btts:a..!0* The a4:div.,sksa111`; bi' la • '.i. . ,,, of guestOe ttvprivoert cemot(:t." ' . :,. • .. 11ri:hoc lon9 with live fsmoot (5614 flosttiok!,(1 Avg iest4 ti*atii0 fot,!!hiy;, til tar-ciAti of 00 ' • . . Vater c10t... att•61) b4i,* at OW ha4k els.vkl t:l'e 01) G seta tiloa Z liyeyvot -.long aod xt'!ili ,.The sers13404%,roor, A.:81.1 .be InstsYled vo that the bot,t4) , * Ai 6 ` inettti tAd 0,o i!! irg:44., thap 3 Inch ig,11-4ild :the' f4,11a.r.,., .0itir btarth it,trzli; outs We dl6frieteP ef not less Olen I-Iii r;fiht.sr.q.o0 in00e '1444. 1,112 itaictieo 4A4 proitichs a slearance of .17:J/It/. tnehet bitti!Kem. the 1.162.1Y:00iF criici: te: *AIM. 4,..01!i- '• 0')it I t 4e' eaPfibi fi Pf ititsPpot-Ittl a No paktrid tive .toild_kftkoitot. permici.-tot tto-riftattOro,;!, •Lavat,nry shall _have a ribt f .33 •4i�* •34 I:A4 :4 and hi hmit a 29 ISO 111M tileaPance f tae the bottf,4301 e)c te nin ttle flaim; --:-rafidet Shalt be • • lever type land shal'i ba no rEa■ie than 17 inehk% fVois-,1110 fiont•efi§e of the 44401 - or countoK, 1d-op 191-01 I • tLr _.ffm p x) f-Nr* riay-Jh TO D'-)NN, 1 MI -ra,b^%,,roove.r.w. MAlm PcCe-e-T NC) r2a)L_ rf(i) )(;) rLf- W(MtA.:11- cE-1- 2.x2- eni,J0 NNL 1yrit'OM VJP'LL Q_ M 1-11(4CAIP--, 51N6 PL) L511 (2) i2 nrzG. 7.01,0"00:mmeleamix•re40,--4,0100;?4,1-0WIrAmenestrke.400;Meri!)04•24ewegewedeme.„7,tri.,--7--te:seceii•101113P,TPrre•-to4'011,A1FrAPV."4411- shisAfLy.12.111(- • • • • ' -■•"" lrer•rr-, . , . . . . -..J•411#44tiolde s.g.7.-411 betialed tibli '6 &te-441i heNts thu•-•taiif,h;,,,sii• 0101 • MIx•A4c-0 f‘le' 0:f•.<1,61:s41 frargtr-; 4-0N,,*" .gfip-!:3;t5.54s1:-..:ga! floor 14114214 ?:!! mllifftlxit Ti , &rid d.topens*rzo! ftxturas 4silall be Mounyed!!;:o no*I iIO (0 4.104sset-,,te..,54714:1 t *let kihati ' gik541;;; ed 33 ;r!;cf-K., eh ahovet th e fttlished floor to any oPestatiTeg cePtioelit Po'='*14.0:!•1;V.' n141-'0,1 c!*0.1*.em-i. -6"-4-k4t1; th8 ii(*461' A dispotneeP. 9Pab sh4 sitttiAialrly fitotwiod t ono end of aro: av rci att-saies: tarab bae, i")‘74;11: r••0z1V!! joLled at the• k(t.terk.i‘.. ft* wetAk: ..0441t 1.4v•tv' optp-atoot anj 440 in0e3 a4oVitl Ifil-3llect-rjr.e•z3v4 or tile 1:4-low.tr.,. 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NIP.??ON L1J QJQ hoor rhA\MINE, J/0}..k !Loll •FCCP 51-1EXTH CDX, IA/ rf).,4Z (R-1441■,) 14ChOsc;e?. e.,UPPOPII NAIL- VI/ ;oci ti.";01.11,10N e 1(4"0", .c) noc,) cc. 9_,Y, f-irz-r e • urfth LCON LAN uNrr) 11-0° GCCLIFY-Ncy N-1 - 4- :•• • 0,1? ‘ -" 6t ef ,..,‘:,S■• - • ,34 444 „ . • t •t COPYAKIHT c ia JOHN ANDERISON ANO ASSOCIATES P.S., lC ,T4 • ' • 444.4-14.2&;41:- I 111111111;11111111.M1H1111!;1111111111H11111111111i11i11111111111111111111111111111111111111I111111111111111111{111111111111111111111111MI111111111111111111111111111111111111i111111111 1 ; ; ; 0 2 5 6 7 8 9 11 •ant,o, up•Aari• 12 NOT If the microfilmed document is less clear than this fk notice, it is c•ue to the quality cr; the orifinel c'ocurnent, OE: fie; L,•: 9, Se., sie ze„ oe, ;61 GL ZL LL L 9 (-; 9 t: L 0 Ind:1111114111 , ! , 1 , I 1111;111 1 • • r • 7 d:. ea r'Itts4A-DA 1'4 CHjMIx • Fph I 1 H v-ie%-) 4 OHTEN 1 _ I • \eaPirr P X?t) eNT tirch 114r,r-1 r-1.ZCFNICAL IiaA7"it4Y.iiO > e,r Itom!C i'Y'1 (Dt.fit.,.. 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TALL L TO BE i t U V E t OR .: TAKE _ 2S AZALEA R135E6t.i . ig- RNDbOttENINRON ACAN 5' PRUl lu i 11-W �'RCli�un STATE 'OF • ViAtHiNOTON ' . RECiISTERE% . ¢4Sco I ;(,1' -revvie, • C,P,USG•- SECT N OF PLPlN'TING r1tit'ER f\WilININ,C.1 PUBLIC SIRE :CT .5CALI~, F 0 " ..e .. `.,.: ..�.v.:.O...r�•:rc ., vxsS: tir.. vrSs: Br .�«.rScta'isY2f�m�rar,+y s.'. r ,-. � » .:. i> f°.^.,�' v:., ,i:,r_ L• ,r�,�y �fJtit$ �+ .�i6 ;d,ro>.�.- rd�'jisrsL�'i�.M s�`i i'.... "' a' y�} i�..' li' �':osetp'''.�3s.'f„`'ae�,t1.aew IIIIiIlllijiN/Il;!!l IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 16 S11'. I11<., 2 'i / . i NOT7: If the microfilmed c'ocument is less clear than this i rcticc, it is cue tc the Quality cr the cri'inr! r.ccun,ent, I UE.' t'. ii,' G,' (4 5c', ' bl £e ?,e.. Le, QG 6l fil Li �3l GI VI el et LL OL 6 £i L 9 ICI' IIil!+ I�Ii1I�Iil 11! II! I1! Iil! II!!! ii! �411III!!'!I1IIIII11111111111II 111IIIIIIII! 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RH ONO 11 E.NtRO U1\IIgUE PM0TINC1A FRRSER.1 VIBURNUM IIAlliesE TH41_JVA PVIZAN INA.1 CAMELLIA. JAPONIGI� t3 s GLL mps ULAN INAARIE 6- R1H•IO &06E t,lbRON UN t C,1U E CCU1 KCMG tN:.PEN . ` 3 N AN D1 NA ../INC: M RPLE trjj tALll0?' 1 P R MIbAL13 C. IA M E 1,.,L I A. 1 GAL., 6 3-4/ 4I 6 ?.1 -2-4" 3- Fl�AL�f>, 1305E6M L►Y?N& TYPICAL 5LII !G 5C1ENTIF 1G NAME, NO. S ✓ I BURN UM t:, AV I LF UPE.L Z:RP5I..L,.1 RNA N Fthtl�il ItA. C AMELIA FA i ;Pow1 Nay: ti C QM ME. NT 5 to-12' 16 -I2 zi -24 "Y GAL_. GA-1- 2 1 -Z4'' 2I'Zit" 2.... 1 ' 114 UININC -� E-1 R, a Fj C= LUbe\P� r. ..lam! .,, .w, . - .�.. '�..,- ..._....._..,.,.:. —r xet. ::Y,w....'9i+�n'�+�•..�1ax+.� !r'� t , ti a ' r' -mss [ f 1 - III 1! !�I l�I�I�I 1I 11 II111,1j1 O 16 THt. INC . 1 2 '•.rYS1Va�Y �,�� is ?.5 xx ,.. s� •t 'k. �.r., • -""'+ +r; -ea.., - - .., Y ,���+1++!..rW..ys+�'s,N;4ti.�aa ..�. �t1�e1$ie Ns�¢o•* , cii.3:'+�} .... .. �> .a r .. F - � �' •ws..r _ � ur. v ..e, .�J.7wty .. w±s w .:. .. � - . . _ .., . • �.� ,,p, . .. aY. .f S. 1!1!i!1il!1!llll11Ji1111i11111 11iI.!1!1i111111 1I- `I.i_.l.i i 1.1!_.1_!.'..Il .,..i1 1'1t l X11 111.l !1! -Ii11 l ili111!l !i ;iif l al1{1 i�I1aL i111I11!1!,1 I !11 ii'I!i.:;l11!11 1 11{ 4 5 6 7 8 9 10 11 MAU M'FFMt"' 12 ..:': fib NOT?: If the rnicrcfilmed document is Tess clear then this ncticc, it is cue to the quality cr the oric'ineI cccurnent. o fu' ftc' G� <.3c. SZ hZ E� ee lZ (� bl $t LL 9l Gl ryl.'._...£` et it o 5 Q • ,,, . !. 9 5i 1, , ww U I n� !il ii111 II iiiihilf1 illll1HlI IIIIIIIIIIIIPhi Illif!I i ►Ili�i► IIIii lllll�ilitll� ll�lllllilll ! III�II II�IIII! I�iI1IIIIII�ilill �IIj �IIIIIIII�IIIIIiIII�L ?I!lil� I !III�i 11 ' i f I� I l l il{ 'liI 111 + L� il�llllI fll�i flllI illl 1 li; 111{tF• lli l 1' J2'1. 0- --T-- TY1' ri., r L 1J ----- NEW 3' - -6° X 3' -6" X S' -4" DEEP PILE CAPS W/(4) , 5 EA WAY TOP & 130T NEW 12" X 16" GRADE BEAM TYP 0142 -) CONT TOP & E3OT 81..0■ -- -- 23'._4• 14 3/8 -a, r LL 2B X $" GRAQE_ BEAM PER SHOT' SI (TYP) 1 l-, / i ' / 1 1 P?_ 1 1 L4 P ./‘ ! (5) 0 101 * -0" 5'.. 0" 7 1/2 °- n/ e 101-8" 1 ; /2�� 9'-1 112 CU 2 1/2" 8'_0" c4 d F N 161-8" 2 1/2 , 2'- 1/2" 13' -4 5/8" .4.;V 1L J 1 - -. - . "`. 7F 2 ...,fit. i J TYP 3/ l °ca noo r CI • 1010 " - - — - - -. �, — __ - - -- - -- 15'_10" 121-8" 1� 12' --0" ^I PILE LOCATION PLAN (/-\S BUILT); /1 NEW PILE CAPS AND GRADE BEAMS - BUILDING Lil PROXCT NORTH NOTES: 1. 0 1NOICATES ORIGINAL 16' DIA AUGE;RCAST PILE •- CE.NTERLJNE IS SHOWN THUS: 0 INDICATES AS BUILT 16" DIA AUGERCAST Pill -- CENTERLINE IS SHOW TT1US: - — 2. DiME i ONS S-HOW iriUS: u INDICATE DISTANCE &T`,+�a1 ORIGINAL PILE LOCATION AS SHOWN ON SHEET SI OF STRUCTURAL DRA.W1NGS AND AS BUILT PILE LOCA170N. 3. INFORMATION FOR AS 0U/LT PILE LOCATIONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA. 4. SEE SHEET S1 FOR BALANCE OF FOUNDATION INFORMATION. 5. NEW iOr`;', IS SHADED THUS: [1 J SCALE 1/4" = 1'--0" L I LIFE CF SYMMETRY I•�-- 12,_0" U • L. NDT-7,: If the rnicrcfilmmmec cocument is less deer thE-.n this r.rticc, it is c'ue tc the cuality cr the cririn I c'ccurrent.. Cy, t,l Hi 1I �11'!II!lij!jliiiii!; IIII!!!I�!'I 12' -8" Li 9i T ;t Z: li OL Ei u . jl �r " !!I'�i!I! II I�HI IIII�;II!! IIiIIIIiII!iil,l!I1!�:! ilil!il!I!I;. ', 9 1 r} I 1 I .I 1 I lil! II'! !II IIII! ilhill I ;I ;1 12 1 GA) 15'-.10" 1-0 ID f ft �s 1,1\ \i %F ~ i -.I JUN 19 3989 -- MAHAN & .. ``` I C C CITY OF TUKW'ILA APPROVED AA/4 Assn. vaanciantameasorosca..comoloweelnevarawar PILE LOC /VO ; •-• AS BUILT 7/20/88 Ammozme.6....sesszerourzmearaessmi RYERSON APARTMENTS TUK!LWA, WASHINGTON 7/20/38 38 team rftwors, ma, F#. G 11411 WE 124th Street Suite 30 Kirkland, WA 98034 (206) 823 - 666? 1 16' -8 E 8, -O" 23' --4" 17 1/2'1 - -- NEW 3' -6" X 3' -6° X -' .7---NEW DEEP PILE CAPS W/(4) #5 EA WAY TOP it BOT for —o° 5' -O" 2' -6 43/4° 23'-4" 7 1/2' - --,, 101-8' . -8 1 /2f 14• D' -1 1L`2' • r..•.. _....... .t <4• A Ca Tr") J C) .,tar .^:+...e..�... f a°� tv ri ` . c���x•aMzzsr;�+ N?(.vH•T,.-�: .°.- --r ,-y ^rte :.["tJ :"(Z. t...'.,� •ir^r . _'' . '�q , � .w' i"r; ,ry 4 r L u _1 i. $t; J F " Lib 3/4 vii l �_. s ..p.. ,.rw^�,w....K... .! INEW 12' X 16" GRADE BEAM !w) w /(2) 5 C IT .l t 1T TOP FJOT , _L _ k (0 I:3.0 TYP ® GRID (2 \' c.-.--,2) ` \\ 1. 1.. _ - .., -.^., L PROJECT NORTH 10' -O" Al PILE LOCATION PLAN (AS BU1LT); NEW PILE CAPS AND GRADE BEAMS — BUILDING U2 NOTES: 1. 0 INDICATE; (.. G 4ANAL 16' DIA AUGERCAST PILE CENTERLINE IS SHOWN THUS: --- -- • — -- 0 1NDICAEEES AS BUT 18" DIA AUGERCAST PILE - CENTERLINE IS MOWN :THUS: 2. D`MENSIONS SHOWN THUS; 1_73 INDICATE DISTANCE DETIVEEN ORIGINAL PILE LOCATION AS SHOWN ON ;MEET S1 OF STRUCTURAL DRAWNGS AND AS BUILT PILE LOCATION, 3, INFORMATION FOR AS BUILT PILE LOCATIONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA. 4. SEE SHEET SI FOR BALANCE OF FOUNDATION INFORMATION, 5. NEW WORK IS SHADED THUS: E.r 0 16 ,:,• i,,: HT; !I 11111 11 l SCALE 1/4" = 1'-0" 12e-0" �III�III�IiI i —a LINE OF SYMMETRY 24' -O" !1I i'liI!I:. i!`i.1jl . . ij'Iij lli;',∎slillj�l I i'lij ill.,l 111,'Ir,,l,;`;; 111111 • I I 1 I I I'I 1 , I I! I i I 1 1 I /` - 5 f5 7 8 y NOT7: If the rnicrcfilmed c'ocument is Tess deer tht:.n this notice, it is c'U€ lc the cuelity et- the cricinFl c'Lcun,ent. c;.: lc: Oe. 01 dl Lt 9l c l tit Cl et Li OL ti l II I" • ,I l 1 I11 I!I !llflll' l 1 II I,;1,111111 111i 111 ! .I ! :i I i ilI lll' wIiliiilliiiiii ll iI l lfiw I i llii111 '11 11111Illl1lilllli!I1 lilihill L. III! II'•Hi!! II: 1111 1111 1�l 12' -8' I, 75' -1O' 11 1I;Ii il11,11' .1“■cr;. 12 •••■ { illl1lil!IIIII�IIi!�i!ili +i +�'!IIIIII' I!;i�llll� .=tee► pANltc' U 4'C = E. , q. t. Ste. �If.' t , i GUI r:;'' 10'-U" CITY OF TUKWILA APPROVED AUG 2-\ R.fUt GDEPT, .1: Jut. 26 199 PILE LOCA 11O 4S AS BUILT jj;/25/88 n-*"L-"*"w"" t\i‘ rx : i fir TUKILWA, WASHINGTON $i p.aYu..9/'aaaaGxlKf�p 7/25/88 rs�f 1kcZJa.Y:IS/Yaf �Y V ia/ 4/411 NE 124* Str et Suite 1230 ona- WA 98034 I , P (2€) 82.) -- 6667 16'-r 8'-D" 2S-4" Ct. OF NEW GRADE BEAMS = CL OF AS BUILT PILE (T)?)- 3Zdi NOTE: •2" PIA C.I.P. PIERS ON TOP -1 OF PILLS MI !‘..r.fT SHOWN FOR CLARITY. I / CL FIER = CL OF ORIGINAL PILE (DP 41*. N') CY) 1 • 15 V8' II 5'-0" 23.- 4" 7 1/2'-- '--6 IC-8" 2'-8 IP"\, f" Il'-5 3/4"1 112' T ------------------------------- -......... a '4- -.... . •....,... Ci--.....„.. ‘,.... *as ---- EXIST GRADE BEAMS ARE SHOWN DASHED UNDER NEW GRADE BEAMS A la: I IM• • oI 9'-1 1/2" 8'-O' F3 7/8:...J — I I 2 1/2" • 16'-8" 2)-0° 2 1/211 2'-9 i/2', 5/8" 3 3/8"I NEW 241 X 12' GRADE BEAM (TYP) PROVIDE WIDER BEAMS OVER PILES AS NOTED TO ACCOMMODATE PIER OFFSET PLUS RECYD EC:;r. DISTANCE PER E/SK5 ---- r \SK8 41:2_51.13" 1 -- EXIST 12 X 8" GRADE BEAM (TYP) ; 1; th --- NOTE: CONTRACTOR SHALL ACCOU FOR LONGER G113 LENGTHS NE T REVISED BRC SEAT LOCATION IN N S DIRECTION 0 GRID —CL AS BUILT PILE = CL NEW 12" X 12" C.I.P. PLINTH (NOT SHOM) IN N S DIRECTION GRID © ONLY PROJECT NORTH 11 iL [2-3-xt)., Fr \ I 17317f1 SJM -WIDEN FTC UNDER STEM WALL PER K/S1<10 " (MIN) 90' J orj ✓ 7 I El I L _1 101-0" 15P-10" PILE LOCATION PLAN (As BUILT); NEW GRADE BEAMS - BUILDING U3 NOTTS: O INDICATES ORIGINAL 16" DIA AUGERCAST PILE - CENTERLINE IS SHOWN THUS: -- O INDICATES AS BUILT 16 DIA AUGERCAST PILE - CENTERLINE IS SHOWN THUS. 2. DIMENSIONS SHOWN THUS: 1 1 INDICATE AISTANCE BETWEEN ORIGINAL PILE LOCATION AS SHOWN ON SHEET S1.A OF STRUCTURAL DRAWINGS AND AS BUILT PILE LOCATION. 3. INFORMATION FOR AS BUILT RE 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 CONDITIMS SHOULD BE CALLED TO ENGINEERS ATTENTION PRIOR TO CONTINUING WORK. 1. SCALE 1/4' rrI,f 77' 0 11, NI', r J r IZI L_ ri-- 1 El 1 L L 2 3/11 SK9 s•VerAiL 14EG4 S RCFE AfrAcoPrED lireucrU CNA 4.4DETAL6 VA "co - 12'--0" LINE OF SYMMETRY -4,2* 121-01 24'-0" 1 12'-8' I' i , , IIIH " H IIIIiIIIiiiIHI'llHlilwil'HIWIIIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIIIIIIICIIIIiIIIIIIIIHIHIIII, t1 ;,! 1 ,i; 2 --- .t /, c- , ..) 6 7 8 !\13T--7.: if the microfilmed eocurnent is 1ess dec.,- thzn this netiec, it is c'ue tc thE cuality et the cririnel c'ocurrent. 9 LC. 06' ()1. 01 Li 91 (,.11. 471 EL 6 0 L (.) I I I 1() c, t (!• I I I I 111111.1111,1M Mill!! II IITHim 111111 :; PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY SUBJECT TO IHTERPRETATIOIIS OF TIJ.E GOVERNING AUTHORITY, ERRORS, OMISSIONS n R:CON313TENCIES. DATE IN _ 3't _C4-5 _ DATE OUT -;1), 101-0" ,C0 0, CITY Of liJKWOA APPROVED AUG 24 1988 (4,4 !ID . ! NI rff,ifttrITri\wrgi AUG 0 8 1988 MAHAN & DESAINO INC. NI LOCATIONS - AS BUILT 8/3/88 RYERSON APARTMENTS TUKWILA, WASHINGTON t3e,e21'. NELSON - BOUNAGES, NC., P.& aommareenceowramomi.onnseweeezth.safarrecao........f.,..../ 11411 NE 124th Street Suite #230 Kirkland, WA 98034 (206) 823 - 6667 .1.9AMOKAMICIIMPOICally11.1•746.1.1.702.31.3,.• LOW Or" 1 HIGH OPP t 2''-011 16'-8a ►— fle 23' -4" --Vi410 X L26a 101, -01 5'-ON 2' -81 _ -121 DIA C LP.PIER ON 16" DIA _23'74a 7 1- 2'-8 1/2' 8'--O" 9' -1 1/2b 2 1 /2r 1 AUGERCAST PILE TV UU.N.O. 1 1 I a HU410TF / -LEG3 (2)2X8 S2 TYP 4 X 10 TREATED .•--- HW'3.25 X L26" 1 AA I v 31/87131/2 0 00 TAP i1 3/41 AF1A RATED S AT G (Tw) -_- 03 X-- BRACE_ BELOW X 70 ..HF �!2 X 10 H/S2____i • 127_ ex. OR ;#2016 is >< f 00 41.10.1M aN1,01.11.101•1•01VINGIC.MailIMI 5l gX16 o1,P K rSS3 LEGS MEG5 - ).< 03 (2) 2 X 10 — 121 X 8` DEEP GRAD BEM MEN W /(2) /5 "� 'T 6 c- (TYP) _2X10FfF e16ac.r (2) 2 X 10 -6 37 22 17T- - - - --1 q13 __7 . r ; 1`2. ,2X10IF#2016ac.c. SIM 2X10 Hf •1!0.0 csi 3< I NOTE: FRAMING It SECTION CUTS NOT SHOWN OR THIS HALF OF BLDG FOR CLARITY. a 10,_8a 5/ 0 [1'11 NOT; ITOLDOWNS SHOW \ \' AT GRADE flEAMS ARE ON c A AOCVE 2X10HF 2041o.c.OR (2)3X10 HP 0, 018ra.c. 0 -12a X 12" C.V. PLIHD1 OH 16r DIA AUGEMAST PPE �: 2 X iG Nr_ie 161 tr.c. ` �•I 1] -- •w.o.uemesrmea*.crwsw�.s.w. ._--.512 r 1' TW 2 X10HF"112 0161o.c. 12a X 12' C.I.P. PLINTH ON 101 DIA AtICERCAST PILE c„ 2X10HF12W16 "o.c. LEGS —12' X It C.I.P. PLINT-1 ON 16' DIA AUGERCAST PILE LEG3 -12a X 121 C.I.P. PLINTH ON 16' 014 AUGERCAST PILE 0 DP A 2X10HE12•16ao,c. 5a e. 1 r1 1 , I I i t ▪ 1 r ® • 1 -- - - -- L ,___ __ _. —_.J FA yt 00 41 JOIST LEDGE J7 Q fH C?(La`' 41 JOIST LEDGE FV 0 FL ___ -1 —11-1 qg 41 SLAB ON GRADE W/ 6 X 6 W1.4XW1.4WWFF0t& r 1 FA 41 SLAB ON GRADE W/ 6 X 6 Wl.4 X W1.4 WiVF +p 00 12'-0" 12e_Or FV 0 F2.O FV tN 1 .-J -_._ v� o') (-2t-O") . NE OF SYMMETRY PROJECT NORTH AUG EVERROWRinl i n 1988 IL" jj IAHAN & DESALVO. INC. 10' --Dr FOUNDATION PLAN 15`-10' BUILDING U3 J900w1.51.0iGW.ro00P. SCALE i /te 1'-0°' NOTE 1. ( -i =-O') INDICATES TOP OF FOOTING ELEVATION FROM FIRST FLOOR DATUM. 2. CATS SIMPSON WM NUMMI 0 END OF SHEARWALL - SEE DETAILS A /S4 ac 04. >0! m' INDICATES SIMPSON 1107A- HOWO i 0 DID OF SHEAtiVALL. 3. GRIDS ARE TO FACE OF S1UD, CENTER LINES ARE TO CL OF PILE /GRA.DE .BIB t- 1YP U.N.E 4. SEE SHEET S4 FOR GENERAL NOTES. 5. SEE SAW 91 FOR FOQ1 t4G smut 0 !j!II If. !11' :r U: t, ll1 !!tl!I 12' -Or iiIj�111I'Ii! 2 BUILDING DATUM FIRST FLOOR ELEVATOR 0 TOP OF PLYWOOD BUILDING I �l LLI;. li "! Il ill '; fill ,ii iil!Ijili!!!I!' I ; �! .1 6 24' -Or '7 N101--:: If the rnicrctilmed document is less 11!11!!11 12► -8r deer than this rlcticc., it is CUE tc the cuolity cr the cric'in'I CGcun`ent. c;lc: tc: UC W t3t �.i .91 .;l >it el :t Illll�lii! i I f , 1!I I IIl il ilit I I! � I I I I !III II I �I fI l 011L lI !i li fI ? c! I l� : 1 I I I Illllill!IIIII!I !II,�!IIlli!I!I',II!liij� 9 II!!I�I!ll III 11,1; ;I, 1 I { III I l': L.. l 0 wI!i!III1IIIi I!i! STY FIG 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 BUILDINGS L11 A U2 FOUNDATION . LN 3/7/83 RYERSON APARTMENTS TWO_ WA, WASHINGTON gral SIoA m2 11411 NE 124th Street asash 0 icr, WA 98034 , Pa (206) 823 - 6667 0-6----\ 5' TYP d 2X10Hr 12 0169 1).C, 7 4 X�6 LEDG R W/ 3/41 DIA MOLTS 1 I/.- •3-O ea--- 2X10HE12•16ao,c. 5a e. 1 r1 1 , I I i t ▪ 1 r ® • 1 -- - - -- L ,___ __ _. —_.J FA yt 00 41 JOIST LEDGE J7 Q fH C?(La`' 41 JOIST LEDGE FV 0 FL ___ -1 —11-1 qg 41 SLAB ON GRADE W/ 6 X 6 W1.4XW1.4WWFF0t& r 1 FA 41 SLAB ON GRADE W/ 6 X 6 Wl.4 X W1.4 WiVF +p 00 12'-0" 12e_Or FV 0 F2.O FV tN 1 .-J -_._ v� o') (-2t-O") . NE OF SYMMETRY PROJECT NORTH AUG EVERROWRinl i n 1988 IL" jj IAHAN & DESALVO. INC. 10' --Dr FOUNDATION PLAN 15`-10' BUILDING U3 J900w1.51.0iGW.ro00P. SCALE i /te 1'-0°' NOTE 1. ( -i =-O') INDICATES TOP OF FOOTING ELEVATION FROM FIRST FLOOR DATUM. 2. CATS SIMPSON WM NUMMI 0 END OF SHEARWALL - SEE DETAILS A /S4 ac 04. >0! m' INDICATES SIMPSON 1107A- HOWO i 0 DID OF SHEAtiVALL. 3. GRIDS ARE TO FACE OF S1UD, CENTER LINES ARE TO CL OF PILE /GRA.DE .BIB t- 1YP U.N.E 4. SEE SHEET S4 FOR GENERAL NOTES. 5. SEE SAW 91 FOR FOQ1 t4G smut 0 !j!II If. !11' :r U: t, ll1 !!tl!I 12' -Or iiIj�111I'Ii! 2 BUILDING DATUM FIRST FLOOR ELEVATOR 0 TOP OF PLYWOOD BUILDING I �l LLI;. li "! Il ill '; fill ,ii iil!Ijili!!!I!' I ; �! .1 6 24' -Or '7 N101--:: If the rnicrctilmed document is less 11!11!!11 12► -8r deer than this rlcticc., it is CUE tc the cuolity cr the cric'in'I CGcun`ent. c;lc: tc: UC W t3t �.i .91 .;l >it el :t Illll�lii! i I f , 1!I I IIl il ilit I I! � I I I I !III II I �I fI l 011L lI !i li fI ? c! I l� : 1 I I I Illllill!IIIII!I !II,�!IIlli!I!I',II!liij� 9 II!!I�I!ll III 11,1; ;I, 1 I { III I l': L.. l 0 wI!i!III1IIIi I!i! STY FIG 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 BUILDINGS L11 A U2 FOUNDATION . LN 3/7/83 RYERSON APARTMENTS TWO_ WA, WASHINGTON gral SIoA m2 11411 NE 124th Street asash 0 icr, WA 98034 , Pa (206) 823 - 6667 1 L.-- - >— _- -. I ti 7) O ' 23' -4' (-9 101' --0" 5r -0° 2r--6` 1/4" r l CL OF NEW GRADE BEAMS = CL OF AS BUILT F111 (TYP) - -. Egifrls, \ / 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.) -- 23' --4' 7 1/2' - - --N, 1G' -8° 2-8 1/2,°["\,, ' - - - - - - -x 1 7 W-1 1`' ?' CF) 2 1/2` • 2 1/2" 2'--9 1/2° it 16' --8° EXIST GRADE BEAMS ARE SHOWN DASHED UNDER NEW GRADE BEAMS 1 a /\ Jnp REMOVE EXIST. GUSSET 10" PI'S & REPLACE iN CORRECT E LOCATION ON NEW BEAM l '.. —.0 4 - - --1 NEW 241 X ?2` GRADE BEAM (TYP) `- PROVIDE WIDER BEAMS OVER PILES AS NOTED TO ACCOMMODATE PIER OFFSET PLUS REQ'D EDGE DISTANCE PER E /SK5 - - 4 I° 5/81 • 11` -0 3/8 °1 2 ..- 0" - -- EXIST 12" X 8° GRADE BEAM (TYP) 4° CO rr; - -- NOTE: CONTRACTOR SHALL, ACCOU FOR LONGER GIB LENGTHS DUE T REVISED GIG SEAT LOCATION IN N - S DIRECTION 0 GRID L_ CL AS BUILT PILE CL NEW 12" X 12° C.1.P. PJNTH (NOT SHOWN) IN N - S DIRECTION 0 GRID ® ONLY x!1/4' -- -NOTE: ALL ROCK POCKETS IN EXIST. GRADE BEAMS SHALL BE FILLED WITH NON - SHRINK GROUT (3000 psi MIN) Ii ( j' I55/8J .\ kisiii 3 \ if — IF \ \ -,, ___._....:...__=. X23 ` -4 L.,14°1 T) SIM SK4, P -WIDEN FTC UNDER STEM WALL PER K /SK10 6° (MIN) i in 90' r r L-__ L^ GRIADE 'r- M 11-.1 1 1 M ..I L J o- ( 7 I RI 1 L.__J I 1— 1 1_. _ _J k i J J L [571-74-1 5/8' REMOTE EXIST. GUSSET I PL'S & REPLACE IN CORRECT LOCATION ON NEW BEAM 4\ [S-37-81 t t j 15'-10° PILE LOCATION PLAN (AS BUILT); NEW BEAMS - BUILDING U3 PROJECT NORTH NOTES: 1. SCALE 1/41 0 INDICATES ORIGINAL 166' DIA AUGERCAST PILE - CENTERLINE 1S SHOWN THUS: - - 0 INDICATES AS BUILT 16" DIA AUCERCAS T PILE - CENTERLINE IS SHOWN THUS: ----- . -_ - _._.____.. 2. DIMENSIONS SHOWN THUS: f °1 INDICATE DISTANCE BETWEEN ORIGINAL PILE LOCATION AS SHOWN ON SHEET S1,A OF STRUCTURAL DRAWINGS AND AS BUILT PILE LOCAnON. 3. INFO,PMATBON FOR AS BUILT PILE LOCA PONS WAS FURNISHED BY ARNETT AND ASSOCIATES, RENTON, WA, 4. SEE SHEET S1,A FOR L1'AL.A CE OF FOUNDA TTON INFORMATION. 5. NEWiK IS SHADED THUS: L...J 6. ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONOIHOftS SHOULD BE CALLED ro ENGINEERS A TTEN HON PRIOR ro CON IINUtNG WORK. ° 12' -8° 12' -0" LINE OF SYMMETRY I2' -O° 24' -O° aw::. 1 .` `': ;�,� _�-• �} z . r.- • 1: _.,u4..c,,,�,re� �.CRV ,•.. rs�t' �S''' a'` ,�..�i;!`14 %ke.+�.a!e_�iakt`��J •7�'fr.� xa;ifG�' {� - iI I 1 I ! I I! I I I 1 I I I I I I + I I I I l i I I.Yi'Sf� I rJLLariC-fv..� K -� G Y I Vii, �IIII !l� VIII ill ,iilllil�lilllit ll,I�l;lillllllillillll!!I111 I,lil l III III I;ill I; I;�il!!!ii;ll.11k il Illili�, i111,II' Ili.l.�.! II i i I l ! I II ` 5 Fi 7 8 9 1 rl 11 mAC'E �,Ew 12 NOT_: If the microfilmed document is less clee.r then this t ncticc, it is Buie to the quality of the cric+inFl c'oc:ument. cc" lc: (i hi Sl Ll 9: �i bl £l Zl l: U( 6 ? L •■:+ l) I � I I I 1,11 1 ; Il�iilii! I.i ,Il Iii, !3I111 II;i I I i' Hil i { I I �►ihIli IiIIIIIIIi 1li.ltiilii HI I ill I Iii iil Illililf IIIIII I ihVIII!Ii111!I1IIHIIllli!I!I(11 I I I ': I III i.11!I �!' 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Y,1" FTM lirt./.10.L1Nr--412CrEl7 Pt; • • , • 7 , • • • • ••• • • • 1'<-4i4la':•7141/ 00/.4 .-.101. 4041 btt5,0,t-41014z F. • .• • • ^ ' , . it 0 • _ • stA ..•168g 9/1:fF, 1!° P•it' d'y ' 25 125 PSF Lte SO MPH, P.s(poOre, rth Pen' 35' PCF (EguiValeiti: 2tel,r1 onessitttral:' faNOATION • " 12..4.(4 `"">(4"4 fVI "r; kttotfr. , , . • . tt. t )131C ir).:- i L. 1; t-1; . ,,..,....: 1-, 1,...............46 ‘Nc... • • Rfine-,1hg kir-fy At r:o.foretec:/I'I't 3id i oJ acteo,-..;4th appPilt<W plet7 - Pe - duslgo is In accordance wifh" the solla teepor'i 6Y- 4eo leIt 1 f...bruary 7, .19a6 ,. trwab e t bearing 3000 PSI=. r t5 u fj-7), Pt • Ati shi-11 creosof fireated Douglas C.Qast Region Pile Created arlcordi'ng $ , to Standard 25-r2 onto 4On:form to specif:loation for (Itas's "0" piles,: Plilas i?ave 8" minimum tip. Drive all Was to a minima,* capacity of 20 ton asi` • erJatputi-(1 by the E.H.R. fOrrldia' unl;:ss.s otherwise noted on tile Oans, Pa.int cutoff and notthes with 3 coats of hot tar or hat' creosote. Submit Pilipg craq'sot,i certifitate to the. ',.;:nglneer and BubldVr;g Depaittent prilor to pi:le drIVIg.. P 1,:nspa,..„-:tor's: record she) be sobatted to the Enginee0 and Eid I Id i'ng Department for 'apt) rove: I prq or to pouring concrete pile capS. • aliiCRETE • C6lto,:*70.• , st*a. r>.; fat .7-0, Mari of conrete and a ri-4...,elou,as of 6-1/2 gallons Mixtg and placing of all concrete and slection with, the Ul3C and AC1 Code 316-83. 3/4" chamf"er RE 1WORG 1NG- .STEEL • 1 • mum-OI 6 sael‹.3. of :Gement per cd:ele.. of water per 914 of• . materials that] be in accordance cm all nxposed concrete edge.fic A-0 .eoncrete reinforctng steel shall be deformed billet steel nee ASTM A615, Grade 60,000 PSI). Lap a/.1 spli1ces 32 bar cilainetters, P-7" minimum unless ottlemise noted. Provide corner bars (32 diameter, 11-7" minimum) to lap ho;71zontel at corneti, and wall intersecti:ons. Detail Steer !TI accordance wilth "AC1 Manual of 1 Standard Practice of Detailing Reinforced Concrete Structures". Covering to reinforcing to be: FooOngs 311 .Bottom,of beams (to t•ies) 3" . • Top of be.ams (to ties) 2" . • Bottom of slabs . Top of slab : Wall 4xpolled to earth washer : 2" . MISCELLANEOUS STEEL AND BOLTS -•••,•••r■••...."..* Miscellaneous steel .shal!i conform to ASTM A36 f11 be holts STRaTURAL LUMBER AND TIMBER , • • • (F'y 36 7000 PS 1')•:. UnieSs. noted otherwise, al 1 3 teuetural timber. shall be: Douglas fi'r larch gra.44 in accordance with the latest WWPA Grading •Rules. Studs IS and rafters Oepet 1 irlve) Standard or 5ty Stad No, 2 or,iltr (Fb 1450 PSi) No. • 1 or :Btr (Fri).,0 1300 PS1) No. 2 or Btr (F13.= 1250 PSj) • No. 1 or .0tr (F .1000 Psi) CZNPvl i(501keloi) • BeS 5 ' Headers :pots All t.trobit• „less- than 4" Width' to,:be surface dny "S-DR?". golf hoards anti. nuts;.bearing agalhfit wood shall be prqvided, with stancrand cut washers,. All nalla are "common". Minimum nailing; per UBC Table 25(1.. , Al i;:lywood sheathing foists and posta: on extertor decks,' Corr:140s .artd 'sta-irs . • , all jtorker contact with corierete 6r earth shall be pressure treaeed to 0,25 tt.iff '3- adcordanee with AWPA Standards. wi .aImon tau)! copper a rwna te (ACA) in :.--IMTC?N HO 5 twoel: 4 as or f* !14thing hear waT1 L. ,Sheatteing smou•aboyerogreprgar r '' _.- l'--1 4V-LP ?,.: '4\11.'11,114 74" A ell iajoil 0.-0-4=p4 1 w/4 Q t t:5"a :11 - i51--10" eft FQt4.T10 1R3T Miici 1 COPYRIGHT kp 19e0 jitanNI AICERSON AND ASSOCIATE$ P. ZIC; • F'PkWli•A; N‘lre,,, FOR rer FIA421 iftrre;4*'712--• ,.,,o6privp a, ILQ n 15E k;r.c) F/P, PLYWIP • ki-“-r- /-44,L ri,„Xvc/IP "TT N4L- -ia:r..;44ttZ (9 4.04.4. INITVe-ME-L-NAtrit <4.-TX) e),(0.. le2EL,c," twyrezi ^ ^ - • . - • - ■ _ • - ^ • ^ - • t • A ' Ck11.) °i'l ,,,/ ‘1.tij(1 ;.•-• ' \ 1'-- • ..." ----- f , „, e ..,,, ...,,.. .:- -ii,..„....... . --- *---' ., - ,...,••..., C3. (,-(L. f. , ‘,57), (t•• 8 ;`. S: e.t1 • , Ort46.4414 I6T ,APA W/exterlor 4PA C-t$ 4,./exterror APA C-0 14/exterior • shall be plant fai)riated of Douglas fir,-Iereh•c;r tvirltrf 1,r). TruSS'Iliaratfactlfrein.! .-11 • • • Shbli S• Alb tr t Shop drawings and calciiiatiOnS Stamped stoned and dati.t3,y. L'Statr.t.cepsed Engineer to Engineer of -Record, ArchIteeV., Contractor. and loCal et>. glue Wispan rating 42/20 gltie-wispan rating 32/16. 4166 WisParr rating 24/0 , fl*Ii.14' iliplitiagrg'$ - W-41fii $014--1,...rig DOatX,,,e,..A$ 44-60 Et.:citloae' kir. ires-pOtio,l, .:44 11,-Ot4Iii . f451r ;00,r44,ation: . - ' inutTot, fe.,,ot-Og 10 ti eXe.....aiM-tiotAz ji.kst pr.ii-0. tc.., t. nvileo raterlal .14 dry ,ar-i; 4,6no,....„ f.i..:::,egn9 ,lhaii•-bd!- ' • -. 41--4111ttr.,(1.'.11 4-* al:1 f4Prilei by 4..q11-rd - .-.-ii;:i r-.‘ Eil-A tqw,t:-:,:. ., : -,. , ' • - , , ; riRE SPP.ft4KI.ED, E1Y-S.1.11 . :k,An ,approvett &tat:01116 tit retreatiion p I ar,ls for apprifal., Sprinkler system will s tatlon. FIRE ALARM extinguishtnti system is required in exszept System 1s to be des ghttci by via: .instllef submit spriqicier ntite building Including bided vpace shall he prini-tiertd, be monitored fo waterflow and tamper by a tit V rsted central A i b u idtng.y. shatl have approved fire alarm system as speclfied In the Fire Code. Every .1,01 I have an appFoVIA detector of comuton conforming to LIBC: Standard 43-4 111,411i'it",:i.4kt eailins of. the cordor leadlnq th2 bdrnoms. •CONsTRIATION • , All buildings are to be 'Typ V 1 h,n.ur construction throughwt, except tpa room, and %hal 1 comp 'i y with thIC and lit f i re tests for floor, , ce 1 i ing and .441 1 cot-1st:ructon ar,d 1 nailing. , . i FIREPLACES .. :. '. . • . . All fArepiaces arf.,, zro. clearance with tight tiff-11-g dapor$, Fireplace to be I.D and -!:, C50 approed. Combustion air from exterior 6 sci. in. rdilinifft wi th damper-, frirtop Ologes, ' '• , tin t. f 141ce klooting Rol* Sb-peroi PD-3100 or equal. Si:Wr00 AD-4300 or equal. Verify flue requirements with manufacturer. WASHINGTON STATE NERO CODE - 3.980 Edition :Disildng is designed fn accordance vii-th' Chapte' 6 (Perscrptive Requirement Approach for .1qtr: risie pesidential buildings, .4. st , FRAtt14.44(6NOTZS: ',.;:001 'AND FLOOR FRAMIAG •.,•• "." Tar .9_-.: ;•f-1030:-) . - ProvIde 2xo1 ld blocking for' Joist and rerceOs at the supports. Froy,idedpuble, joist under partitions extendtng 1/I or re.c;re, the .3t span. Fush.-heams not called ocit-on the plans shall be double jc4t. Headrs, shall he .01444 togeti-ost With 16a nn! t .12"e.c,-, unless noted otheVt4se.., ProVide cut waShers, for: boltheads and nuts bearing on wood-, 1 EARING WALL FRAMiNG 3x4 studs @l6"o.c. on all bearing wDs b.I�w khe 2nd floor. 2x14 St.Ads 16". atnrier of' building unless *thm-Ise noted an the plane,. headets not called - Ott; on the plans snail be 2-2;,t2 traitt;iss notd-others/Ives wIth one stud and one tePOlt: each end f6t- opnt.ngi 4' -0" r'r Ie ud and two-Ice-101es for opnings; greater than • All plates be-u1- ,p 0,11 ccre shell be Douglas preSsur*, • treated per UBC Std • NA1L'ING: .• • AU na i 1 nq shall 1. be to Table 25 -c? f the tat r.niess otharw; ,1eArt,i•eal•ty lacitnt1'1-..; vi !r45 arid mill t:i p le stud crvil s tog6thr- lath 1d aUs ;" .f-1-• • - • SHEAR WALLS SW-2 SW-3 ;,P,00f!,tPusses '0444 log Oepitettreent arid appro'll prlor fabrick•-ion., , Col.culottorti tic 1,04e trUse erid bearing end wind up (tr. •MatitiOttira•17.; tQ usschanloal i,trit' and ; Ocationo-. upp and r 't urn h t eecitirred. ; 4f 1 truss plate And'. connector;s -iha; be, C86 ')P.Provell4 AlOi'lf'Y'r 6)1 len9ths' Pr for to ;fabriiation; . • 81.UEO-LAKINATED TIMBgP, . „ . . . . , _ . Glue!, laminated (G1rULAM) tf,mbers sha'1l ke :,ndustrial ade, eoalblnatfon 2.4F-48, Pb= 2400, PSI F'v 165 P$ t ...: S tibia°. t- 4.p "A ITC ' , Certi f rcate of top fO,rmanao" a ttest,Vng c-orrformance •with:. current AfTC Commeecfal Standat'd*,for S,tructtira:,1 .d, lued Laminated Tirslier--.,- Submit • : I ' shop drivaings' to the EngiOeer and 1(z.zal Building DeOrtmeni;-for!opproval prlor to ' fabilcation. • '.*I S 11.4.4segOlIS . .,- .... ..,, . .'.: •v.._ t ) Contigitor shall von; 0.y alt. ci-firerislons end condit ;Otis 'lli- the fiel.d. ,Ver ef* size and . # ifict4oAl of al 1 operi;ngS iti the floor>S, roof AO di theeorieWir4.18.,.AleFit..00 and --5YMEINC11.4- i 71:4;i..1;9lirrel; at'oI ds:6f:41:yr6r6-e's'..1;thia:17qlufol,ecni:et io3fwfa: c;e11:•ttrh4f:t:::des::::.14a'be:5::::::„1•:ncts•-i:b:1-'77 :f °1 AtGliT Tr-F' ,,eihottael,r-...1*-.- -The tontrat;Sor shall be tesPensible foti-pr,Ovidtng tealp•ora?.y hyGOn?. ai - Lii---;t_. 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I , : ' , • ' • 11 t t, • 1 111, 1111111111 huu ,HuHli 1 II; . • 4. / • ••• • ' 4 ire ptywod dfrk,na I ad dtrectly to at-1 1:00 bottt-tro pate s 41,.1 at„ ptwood edges and 12i.v0,p..491nitet'irteLdiate supp?rs, • .• 112" plywood on 44.3,ri'6 5-1de -nailed --4itto,1it stik-011., top Ind.;...„ bottom p;aio% ANfttli IfIcl nal t$ at 4" 6 at Orol.tiatrali-;'•-F. edges' ar10 ig" irtermediata sUPportS.' $itin TA,sum walli*ed (gyit; bd) on one, sde na0ed` te, std; rd top and bottOra,platesw1:th d c006r flat 0-548 No, .1344 gyp r riallit) @I" 13C:. • 5/8" gypsum werilbogird (gyp. bd' )(foal it fiall6 otos - , iheaVifing tafa)rd on outsd..f" and Wp . and bottonrptates witii )1 • 1: 11' 6" 5/0" OypSumHwa I 1 bo0, on q't,e nail e.et 0111,o e% SW-34 . • - 4`.".PIkstn wal .bard • One t;14.iv aa fIt d t 0 astt txI tir' 41:1!iab9t.t1M18i"@*.$4.1‘13'2:ioth,c.-6.d Oct4trestAcselaigi4•18;A:,'::.:: • • i t-4 FT "4 (7, -THE_ F-2-(7.-7,7' t -4AL.1„.. EL.) -. 11\1ta...A7.1(2/--i ?-)-11 cfr.2-PrONI F-La7-1 Fm- M1N ( • H ;"-T-ff-PZ• (1Th-irk.:Thr•rT i/4/ ik--Z---4-1'-../\•!f__ "ON-63 Lji-11T 3PC21/-1f-7--j`, 70 1-1,b,7-), sr:Ni N F021-. MI <> Trf-A"'l , eff-'711iN •EXe'*ff (a,N/". ';p1,..0 LOIN 117n Rit, 1 3 1988 2. 21 3 •E7 NA 4IC i N v DE ,A ttIf ut INC. : ;•;t ..,.-1..!"-'..;.1•r 7' - 1;5. 37 • re2 i'- '''.'. - 4 , • 0.-. -.--;-;-' ,...., ..„_ . 'r - 2 FT „.) Mi • ° . 0, r • ••• , •••••• ' • 1,) 4 .Q1.• or 4 — .• 1:t.4 ..1PAt UE DATE • ale • LP mmeammeammmTimamiattreAWWm..=4000.wwwwaraw.w...‘41-; ' ,e71:1'77r,r!*'T. ...,., ,,,,w --.,.:„ , - - 0,r1 - ROI: • i . ,1471,%.-'4,e ,A) ,:.: ' • . . .: ' • ''' ' ' :hi; f6 OM i B",111144.19 COtte , 1 9S2 Ed': ti en i a e- rte-ea...a ,seteeteeeta;' r . 10L7" 4VNXE,41..,L C,IMONI..G1,91,4 • \a, 11 • etircaa 91_1c,;11 /7-1-011 t3" F.174-4 \141(1)*A1- --rrs.a•••-• laeloPn 1-• 11/ v..)%--49"xfe Prerm vvj 4-4 1,41 pe.5anow 1' 4t s-04 tazr •41-.4 7- 4, 4.$143' 77-Ep-s4--kt7 • 1' , Ooli : (* • . *::4 (.: 4C' ' 25PSF FloO.Apgrtments e 40 PSF Corntdort and CommunA ty Rodms 80 PSF Stailes and Lobblas TOO PSF Stotiage 125 PSF Latoaral Wind • Sealelic Farth Peessure .a; FOONDATION -la-- Foundation design Is in accordance with the soils repotet by Geo Tech Consultants Bated February 7,1986. Allowable soil bearing'3000 PSF, FOP-) l'etill-Oleleeae le-I ti-2 (j-ee 0-4 ), dt ea-ma rale e5tJR..at-K-'9c, Cale4. et Lie4Ge • ' PILING !.; 8Q MPH, Woiure "8" Zone ' aaa 35;*PCF (Equievalent fluid prasture) a 1• eam-e4. HD• ras J,--)-Le-') .1 jtI ' 4 e*I42 -mx;NT ' I 1-r „els 4-eeete2..ai ' - 5 1 'LK I e., r ne0 •Xi- : Fp./ vv/ 5IMP5Otel, HP-5 "---1 Sees/ rvi 410.tte a • 11 4" et-ise,-e..+4- wt7t4 it>"a /awe 81-2,4 105 goo 10 tee ig.1-12.11 FPO KtDATI F pWr4A1.116-1 PLAN 1Yric,ek_ 92,41\kit\tesi NtE Fop?, Fanz-N IP N-Ic4"cio Ca. 1LP "043 UNti:5t3 on-ir:1-)HI5E.• 14.7..a'reer." 1.ke)1/ Ank- 60X flt;2.. FLYwit, ••.>4.,F4iN4 610A-0.1 NAIL_ pc,2-fvft? T 0167/ Rt4 t;1 e:P110,‘ Vq/ I Qc CaMAONI . W4 L krITIZIACOIKTM v?A•:)t?p,00.41,-- 1 .)"c7,c,„ • 0 A Wes ettL.F CITY OF TIMM APPROVED AUG 29 1988 AS NOTED BUILDIN • DIVi ION ict) > SYVIETNICF-1- P-lbaJT 'The? LiNe- . All pil-ing shall be.creosote treated-DoU Ftr isir Coast Region Pile treated according to U.B.C. Standard 25-12 and zonform to specification for Class "B" pies. Piles ahaeil have 8" minimum tip. Drive all plies to a minimum capacity of 20 ton as computed by the E.H.R. formula unless otherwise noted on the plans, Palrit ceetaff and notches with 3 coats of hot tar or hot creosote. Submit piling creosote certificate to the Engineer and Buleding Department pelor to pile driving. Pli•lng innspector's record shall be submitted to the Engineer and Building DepartMent for approval prior to pouring concrete pile cap. CONCRETE .0000ete shall be re 3000 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 AC1 Code 318-83. 3/4" chamfer on all exposed concrete edges. REMORCING STEEL All concrete reinforcing steel shall be deformed billet steel per ASTM A615,.Grade 60(Fy = 60,000 PSI). t.ap all splices 32 bar diameters, 1'-7" minimum unless otherwise noted. Provide corner‘bars (32 diameter, l'-7" minimum) to lap horizontal steel at corners and wall intersections. Detail steel in accordance with "AC I Manual of Standard PractIce of Detailing Reinforced Concrete Structures". Coveting to reinforcing to be: Footings 3u 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 2 1 1 . MISCELLANEOUS STEEL AND BOLTS MisceilaneoU's steel ,shali conform to ASTM A36 (FY = 36,000 PSI). Miseellaneous bolts shall be A-307. STRUCTURAL.LUMBER AND TIMBER . ; Unless noted otherwise, alIstructural timbereeAall be: -Douglas fir larch orascrad in accordance with the latesee-WWPAselrading Rules. JiEE C71) CeTi HE-Le1CaEn: 'Plates e Standard or Btr Fl /Le:ea-co. Studs .Stantard HELM/Fin 4-Z._ Jolsts and rafters"-.. es ' . e No. 2-or Piir (F b = 1450 PSI) Beams setftive) . , No. 1 or Btr (Fb= 1300 PSI) Headers No. 2 or Btr (Fb= 1250 PSI) : floats- No. 1 or Btr (F = 1000 PSI) pgrie-P-I& . calP4ER:c,1#4...0%. •1‘..) Pcbt) All iumber less than 4" in width to be surface dry "S-DRY". Bolt heads and nuts bearing against wood shall! be pros/hied with standard cut washers. All nails are "common". ' Minimum nailing per UBC Table 25Q. Al! plywood sheathing joists and posts on exterior decks, eorridors and stairs and 7 all lumber in contact with concrete or earth shall be pressure treated to 0.25 lbs/ft 3 with-ammonlacal copper arsenate (ACA) inaccordance with AWPA Standards. lytepod as bellow or itts5 cree-laratall5E tsiorae.P. los Floor sheathing APA C-D w/exterior glue w/span railing 42/20 Roof Oleathing APA C-D w/exterior glue w/span rating 32/16 a Shear wall APA C-D w/exteriOr glue w/Span rating 24/0 TRUa$:eEasthing ' • twea....reamtwarsamossownowasearar !:.1tnti:1):::41::;er:OE. to tot .per:UBC Sectios )05 and 306 and are to be by an izi):=Inceftrintt8.04 Testing Lab aPpOoired (paatott i,o stetl4n4 ennstrucOom, by the BuildIng .• . . Take osonoirete cyandees aa tiequirad. CeellifY alamp an 'streegth: . • . • ' . . , . 1 • Ve.rtN al t tieinforaing I, pIaced th accordance with apprOieed. elant- Check for ecqutred cover, silze, and grade. NoWy BuIlding Department Ind Engineer for Inspection 24 hours prior to eove'Ong, Concrete . Reinfoeoing P1yvood Di a p h Ita gms Foundation • Inspect • footing and excagiatIons just polo o eoncote placement to tinsure material is diry and dense. Wing diving shall be monitored at a1 by a qualified So4ls.EnOneer, FIRE SPRINKLER SYSTEM se An approved automatic fire extinguishing systeM is required In all buildings exeept. recreation building. System is to be designed by the installer, submit sprinkler plans for appeoval. Entire building including blinded space$ shall be sprtnkiered. Sprinkler system will lie monitored for waterflow and tamper by a UL listed central station. • FIRE ALARM 1 A11 buildings shall have an approved fire alarm system as specified in the Fire Code. ; Every,unit shall have an approved detector of combustion conforming to UBCZtandard 43-6 mounxed on the ceiling of the corrpor leading to the bedroom, BUILDING CONSTRUCTION All buildings are to be Type. V 1.hour construction theoughout, exclept spaasoom, and ' shall comply with UBC and UL fire tests For cor, ceiling and wall construction and . nailing. FIREPLACES • All fireplaces ICB0 approved. chimney chases. • Unit fireplace Meeting Room ePe are zero clearance with tight fittin dampers. Fireplace to be UL and Combustion air from exterior 6 sq. in. minimum with damper. Firestcp Superior RD-3300 or eqt9,1 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. FRAUNG,NOTES: ROOF AND FLOOR FRAMING • Provide 2x-solid blocking for joist and rafters at the supports. Provide daUble joist under partitions extending 1/2 or more of the joist span. Flush beams (F,B.) not callad out on the plans shall be double jot. Headers shall be spiked together • with 16d nails at 12"o.c. unless noted otherwise. Provide cut washers for ail boltheads and nuts bearing on wood. • •' . BEARING WALL FRAMING 3x4 studs al6"o.c. on all bearing wall below the 2nd floor. 2x4 studs @ 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 cripplse each end for openings 4'-0" er less, one stud and two cripples foe openings greater than 4'-0". Ali plates beari- on concrete shall be Douglas fir-larch, pressure treated per UBC Std 25-12. NAILING All nailing shall be tn accerdaece With Table 25-COf the OK uetess otherwise re.ted.' , Nail all vertically lamiaeeeU :"::97,15 and multiple stud cnitrrs together with 16d nails at 12" o.c. SHEAR WALLS W - 1 SW-2 sw-3 . . Rooftrusses shall be plant fabricated of Douglas fir-larch or hem-fir. Truss manufacturer1 sila/.1 submit shop drawings and calculations stamped, signed and dated by a•Washington ' k 'SW-A ctite4 Licensed Engineer to Engineer of Record, Architect, Contractor, and local , . 'a0u(101ng Department for review acrd approVal prior to fabrication. Calculations to ' incliode 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 andlconnectors 111 be ICBO approveU. Verify all lengths prior to aebvitatioa. . 1 GLUED-LAMINATED TIMBER Glue'lamtnnted (GLULAM) tmbers abet he'industrial Grade, combination 24F-N8, Fb= 2400, PSI "se= 165 PSts Submit: an "AiTCL4 Certificate of Conformance" attesting conformance alith!curtent AfTC CommerelalaStandards for Structural Glued Laminated Timber. Submit shopdrawings to the Engineer and local Building Department or approval prior to fabeIcatton. HjqtLLANEOUS 1 iCont 0Otor shall ver4.ey all dtmensione and conditions in the field. Verify eizeand of all openings' f0i ahe floor, roof with the:Archiectural, mechanfical and Oecirlea4 drawinge. Th'e:seqUence o(construc;sion sh�ll be the responsibility of the 9opfaa„tior., Thy contrarior shall be responslble for providoing temporary bracing as • otel4ited to Safe y res1;s all load to mbieh the Struct.u& may be seirject. 'a..1 rip, a 4- [2.1.AF-1- oaaropn 2r'keeNni7E r!r11. 4, r-t= . 1chE.Ple* P-IEFOr-IT (2.7 mar (StEEF htL4 ; rcuH2A--rt4--)r-i - VANIMMISMILIMIPM191;1049rds10111109:1110041, S W e 5 SW-6 • :SI ' rs; • • ' )1, •411C: L • • ?It •••-• ! bd.) onerSide-nahsedee6e-elt) stubs- and top and bottom plates wtth 5d cooler nails: • ' (1-51,8 x No. 13744 g''p. bd. nal)&) @I 7" o,c. 5/8" gypsum tAlliboerd (ge). bd )each 04e m471 Yite3. and top and bottom plates wiith 11 tle 17,W0.61.Wat 6" o.c. 5/8" gypsum wallboarikon the ',Nisf' “66,6atle& S8rog; as. SW-39 1/2" sheathing tigaed on outsde f top and bottom plates with 6d cooPer (1:4/8" x ie? gypsum wallboard on one sl4e na0od to aTI-stiudS'04.1 13 gyp. bd, nails) sq' 4" o.c. B1ok al4 *dges.# ,t4 jr:*" .navreofgnap, stud iqft43.; " .911b.e. G OF THE_ ,..,. ,.,. . f----_-, 7T". ,,•=::-,.':_,-1,-,;;:-L-Hr... -.ff..J--;,:j...', '.-7-.1._:::•..:F74C-77::..;:771::.'7 it.s.'-:11>/:;‘..:(C1-":::1.:-:V;:-.N711L:1i:2::::/-\ 4-)::';' -._012:- , -;--Z7-' ;...i ..../-;:7 :,-.,"; 4 r-.- FO-_.7.- '4L2's> -7-_;-i--', -- '::,:.:4---..-:.•'-: :..)' `21j I r;L1) ITTA&J.-.7.:- elteter, erieeete•-: feete.-: -;(2- el THE y :, \ i lin I I --7) JU14,1 91989 - 4143/47 leaC944- JHN ANVERSON AND ASSOCIATES PS:, M. = %," • , ?•51-•,'-i.11.(6 ......,ar,4"4..w44"9.211442421 7.;.-,00g014b 41` 0 44V-•.;'4 • •44,-44;A.,...„ 4., I 1 !II 1 1 111 11 1 ' ! 1 r ! 1 ! 1 1 1 • -. • ;.• :". e-sse ! 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NO. 3 TYPE •r C3RATE= 22•00 is" STA. 0* 33 Es(. ea" TEE LNWRURAN C.B•NO.2 , TYPE 2' ( GRATA ;0, 50 I.E.= 16.50 - 1$" 16.13 - NOTE: PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS TO I coN77'OL MAN/KXE R /M' 2250 OVERFLOW-, 20.00 I.F_. /3.80 INTERURBAN AVENUE. INFORMATION SHOWN fN R/W OF INTERURBAN AVENUE FROM TOPOGRAPHY BY HORTON DENNIS. AVENUE 8 SOUTH EX/ST'NG C.B. O.STA. 45 +0O GRATE- / 6.46 I.E= /3.ro0 C.B. NO. 7'YPEJL - -48" 4 GRATE.' 2C 00 r.E:.' /400 '-- S 8 "•--° ---SS --- EX� --•- EX_- dab dies S.S�-- °-- -EX• -- 8 "- SS- ---EX. 8'`-- ^$S- -- 1- sea aims e'.m9.r.e Ste.= •�-$ == �-- 55'- °�t:X ----� 2q L. F. 113"1,G.ki.P. to 0.69% r7H::::[I» i�� d .� yet. -._ 1 I a"r c.•7•e-r►n.ti Pna= nn=.r•r- _4nr�' Ai,,...�,...a . L1 t> �� r7. _ • .Calm » z f % ��.. -is ► r:.- -' _.� 2..5 /. RESF_'RVED FOR rl ETRO ?'. 0, 835f1.1.1C 1rt� Met L. F 16" ¢1 GMP 0.631% 1q8 L.P. 15" ¢ OMf' G'= -2/ 0 0 g/in 20.0 j90 L.F. 18 "0 Cr.1P e 1:14% ,.ei / 7 /3OLF'- (AS ADS NOTE: FINE GRADE PER LANDSCAPING PLANS. GRADE TO DRAIN TO C. 8. NO. I. WASP OW VOW --REMO E RELOCATE EX /STING POWER POLE 4'Guy WIRE 7O AN A;etA ADJACENT 72) L IFT .S7-A7/(N VAUL'I • ti__ AD GRADE 22.5 0 `-'�Cl :/ PAD GRADE \ 22.0 2d• a NOTE: % , • 45 21'1E GRADE PER LANDSCAPING PLANS. GRADE TO DRAIN TO C.B. N0.5A. w run. l0 1` 0,4,2.1 %. .� C°I.12 c1e 140. 11 .TYPE. 52 p,/l .Co5.C71 E..m'Co1.50 • CB NO. 12 'TYPE X. - " R►r•1 62134• -` ‘5 P 4,4 PLACE 2 5.y. 4- 6 "QUARRY SPALLS•., AROUND INLET. R /PRAR. AROUND 8077/ BAS /NS. C.Q. NO.5 TYPE ,21- - 48" ORATE= 35.00 LE. 30.00 IN z.6. * 7-6.01) Mir 1.1,' i Beg /117 72,C F:A: GRADE 56. <JO 3f3 L.F. 12 OS w1 t.- fis S11 71 4 N 11• 8TH PL .afre...;s = O` L,VPN Sr - a Ito c,0 s. ' 3 T 120TH Si \I i = - r`Zi v >b Pt4x) c & -1 \njc3,12r10SI S- :. r.t1rE: 4 Te ,6 3 Z 124TH C.B. NO.6 7YPE Z• GRATE-. 470.1 f E'< 43.00 /,, t' �r.t I5TMS N 4 .5•41'00 -W C. to ti 44° 06' a 2 d/o N I'uTH CB. No. 7 TYPE. z Ram u 650.3'41 I. EG.z 4• 61 -65 44410 SOUTHWESTERLY ENTRY PROFILE 4.W. 5 . (42,11O N•44 °43 C014C.RETE. WALK PLACE ROCKERY P.R. - YYPu=AL S.1ncT1ON A -A • :deep • and .• gA-r .H EX1ST1NC' 1r LE ._0 0\ o (7 mac, ; r� ter', •. t26�+ . PARS p � ��, K --- u7 rlr>;EI,S 127 Q �r. • 5� - 20 4) Se' 11Y+TMV ST < to: ▪ ti S 230TH 'D:ST tM 9 ST\ S v R -� K�ST�I 1 13Z.„00 .� olio 3* S u� 903 5 i .33R0 %7 t. tirp 7 Y/. /l O / �9 0/ S SLAPS FR°N.I Bl�r_1G NOTEI PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS OF WAC1C TG TOP 01= ECSC Y. es-v- AT 2 : 1 oQ.. LE•ss TO 57 TH AVENUE SOUTH BY GARDNER ENGINEERS. l0 4 MATCH E (t5TING ELt:.'v. ' 70.50 70. Si EX.S. S. M. H. 30 FUN• 7Z38 I.E. °•56.2.8 CONSTRUCT' c12•TE APR01.: - -r'ptc T'Y rSF T111CW1L• • we WA•e A7}POOPC' L OF ALA. • APpRA■C 0-7> O 5± Irl 1)11Tki Sr PRcN1L3E t "Cb G.AI.VA1412E OQ.tx_E' RAILING 1=0R. ALL. VERTICAL 17Rc,P5 C912EATTc">? '114A+1.1 2.' IN 4' lloitl2. 1.,t3TA1.r'E °nr'vrIDTcxQ= Tt -i1C,K c1J1.1C WALK ' 5.5. 6.5.46eA -A" -•-� >s°/a 2. :l • PROFc' L) CURB "A .4,A' 1 2.S' l5' - f_ E I -1 I L OF _ROCKERY PLACEMENT . �.3EQTI NA-A PRc,JtME 2 "it GGALVANIZE. OC:tIPJLE RAaUING Fcmot ALL VERR1 CAL OFoFM 2FATER T144-1 Z'1* 4' 4m12. .G.S' 01 -TAtx- 19n l a �,nne y 4 Tulc.1C c1 Nc . _! 7'5.5! _T3 .47rn- S -t3" fc9.AT (s? • a -es 'S9'n Lx13TI1 2aao.1 e4 "o I!J MAX. 2. : t t~E NO. is B fur. q._.,- 'r�l'PE. X. TYPE. i 9-!1.4 =4 Co1.33� xlM = 02.1) 1.E. 5g,.Z 4• Ll,1= .= �a_OLD ! r w Ce 4 a %``NN RIVER 7 4' TYPICAL PARKING LOT GRADING STA.O +94.24 TO STA.4+81.4•0 COHSTSU 212.1 P-411 1. All work and materiels ahe11 be In ec:ordence with the '9t412,.iard Specifi- cations' of the American Public Works Association, latest edition, and those of Sine County Department of Public Works a.nd 4i.e. 0,41 2. All location* of existing utl.litieo shown are approxiLeti And it shall be the reeponsibllity of the Contractor to verify the axaet location to avoid damage or disturbance. 1. All inlet and catch basin tix.e:ss and grates shell not be sdju.ted until . irtsodiately prior to final paving. Slope all sides to the inlet grate. 4. The temporary erosion /sedimentation control'fecility shall be conatruc:ed prior to any grading or ostensive land Clearing to accordance with the approved temporary erosion /sedimenttt.ior, ooncrcl plan. These facilities cunt be satisfactorily walntatned until the ccnstruction end landscaping Is completed end the potential for on -site erosion has passed. S. All storm sewer pipe shell be Steal or aluminum. Culvert gauges and cepth at cover wuat crisply with minimum cover requirements ae outlined !n the Washington State Deportment of :'raneportetton, 'Wydreulacs Handal', latest edition. Bedding to be Class -'C' cowpect.d to 901 AAMMTO 1 -99. Any cleared ground which will no h've per7seusnt zetentlon installed with- in 15 days of ciesrieg shall be seeded end mulched Sccordiag to the follow- ing doeien requirements. Mulch'. Mulch materiel shall be wood cellulose fiber and shall be spread evenly at the 1100 lb, per here. tartilleert eertillear shell me applied at the rate if 400 lb. per ancre nnd , sAl l phhop ;uo utao. i1w ip tchspacl analyis 20 Seed' Seed as listed shall kA applied at the spt.itted rats. 4. U /LDING LINE aLTAI ..QF IJQCKEPY. PLACEMENT SEC B -B 'MIN. GRADE TO ,DRAIN 70 CB. NO. 5A OR 6 TYR 0 TOP OF ALL OAtiKS 1,..1 1 'M/pi. c9Tr�9✓. -�. Thicf'r���y 4 _ 2 47O',7 //s /J' L IC4!2,5 % >e°d /tOC.* 4 N , Annual epigrams ¢paiiea At ailirou o 1tghland Col. Me n tgreee t,edtop Montero** e;1_ ° F2 12 :.121.5!1: 47 Pu o 50 s v rs 4" !S 7. Vertical cCr.tnal based on U.4.G.O• vertical datur 6. Thu Contractor shall conduct hie operation* aucm Met all construction end ptpa leytng wtai ba completed in a timely osnno: once the work commences. 9. The Cor.tre for shall secure and have present on the site ail necesaaiy permits team the City of Tukwila. Department of Public Works, end .hall perforce the York within the City right of way only sc the ¢idea ea specified LP the periotta. 10. All atom sewer to the tinel development plan sh1i11 :se dsai@n.a so as to direct all drainage into the storm zetsntion sysssm. 11. The malntanancn of all drainage structuree and the stars retention system are the re.pon,•ibility of the 1ndlvtduaL property owner'. 12, Gravel bscktill for pipe bedding wfll comply with the latest edition of the State of Washington etsnderd apecif!catiane for hoed one !!ridge Construction (9- 02.1211)). 13. The landscaping will be accomplished bs *con se the individual units are completed and accepted. jrgmvie ijx LADDER OZ STEPS--- - orFS�r.'�sE.EE NOTE 4. FWasE f22,50-- - PLN P9.0v106 OE13i1YROW /Low S4PALA.T OII ° =2 St.t,:tS• ROUND SOLID COVER MAtte:O ''STortt.t" Virile LOC.xtNC, COLTS, UN fiSS O1MfiRVnS• .LPPrtWVEO 6rENGlttt�R SEC IAC.KI134 MnNHt=t£ I'f.AME DWG No. C..O. {K.G COAP STpup■RIA) C1le.11.4 4SCP CAPtC1TY. SLACK Veiret4 GATE lS 0.3"4,PAeClE0 OQ weuleo ro FRft1t Ea CAN OA MO GALW41t1•Ep IT L t_A,oOGR/STEVS. s_& ,.OSG 8. OwC, No. 41. (KC • gem, emus wee CLEANOUT GAT SEE owe, N. e3 (IC C. 9.D S TANbPADS) PIPii 3UPPOltT(51: 110L1EJ 9t IteeEDOED 2" IN watt. ArmAx. 5. SPACING. p._a■U ONt1 SUPPORT OUTLET PIP: ;zee/UM s. so-MEI. z) it e- , a•ii/ aa_,-144,1, 8 "0 A. O.S. PIPE (WHERE s#-ic»✓w) ,8 "X 4 "TEE @BBLDG. CORNERS' FOR ROOF c' FOOTING CRAIN, REFERENCE' 14//W IRE 0 STAKE •S 9 ", 5 14C,TH ST a 1437•0 S7•\ ld3e0 RAH sr VICINITY MAP LEGEND ir---"EXISTING STRUCTURES CONTOURS -C-6-0) PROPOSED CONTOURS C PAVING PER DETAIL EXTRUDED CURB PER DETAIL FINISHED TOP ELEV. SHOWN (TYR) J=Agmen=PROPOSED STORM DRAIN OX0^000000CO ROCKERY PER APPLICABLE" DETAIL 4E- 4E-PROTECTIVE SWALE .PER DETAIL INV82T ELEV. ERZ PtA►tS. , a 't: .' 1e? C &7&.99'c,72o4 ' ‘4J. TS. DETAIL OF TOP OF BANK & SECTION r-- (. riTs. N. NOTE: CONTRACTOR S/ /ALL LOCATE F EXPOSE EXIST /NG 3EtVER FAC /L177ES ONe /TE.. PRIO /? 7V COMMENCING GRADING OPERATIONS. CNGINEF_fZ SHALL BE NOT /F /CD. UPON LOCAT /ON OF EX /ST /NG SEWER FACILITIES 70 VERt'FY LOCA7iON ; IJEP�d. SEE NOTE Z. PROTECTIVE SWALE ELEVATION CATCH BASIN TYPE 31, €541 CONTROL MANHOLE DETAIL PLAN -A.D.S. ROOF & DRAIN INTERCEPTORS L EE -r-qOUL_R Jut. 131983 MAHAN & DESALVQ, INC -qg JUN 1 919$9 MAHAN & DESALVO I C. AtIECENED BULDIrde TUKWLA APARTMENT COMPLEX RYERSON GROUP 51218 Pacific Highway So. Suite F Federal Way ,WaIhington Cori4 ;! :ng • Engineering to Planning JOB Not 85 -087 SCALE: 130r DESIGNED: W.J.S. DRAFTED% S.J.S. JA DATE:JAN. 1986 SHEET ,.t.x % 4; zi*W0:63 Yaer �, rr ,fi.:.xs,�Be:IFS,ra3Arr.#Ito!7. 's.•Cr;;wri a.-a•car ncz.ar�[:4'e�J•s "f%`i'z6� 113!. �e�?+s!.,•.r.n...... Y r.nnf4�•rx^ >'� `Y.u..,n.ri -v .-a;r :- �:.�`:5;c;, .�.r,�..�,�.f'Zii??:r��io.:rl.: iY.i!. --�. f?� • • t • •<!If ��a3 ����aa�?��t�F;4�.``;}`'f�.YidX+d'� � e.. .rt i •.F . r-. : �C' j 0 16- 711' 1 ",. 1 III 1 I1 I 1 I 1 I 1 Ii -- t? . s-. . .'�".4: .-. ^.,? ;. J ; .:x�r� '.p;3^ ,. t.S+r. " , } ;,_:.. .r- r;.x_.;"x .ti ..S::..2 n .",.. ._a>8 .-•. . . .a.,. . - ,. v_- � .„ ,,> /». _ .,r,x . . .. _ •: 6 . .Tn,fiY � ?� _.- ,.i4 i :Ifr a ir I, IIIIl'IIyI°I. IIr�i �tII IiI• I` I- I Ii I - II: ) 9 l 11 "A�C oI GFPMANS '2 t :<. :,= !li III Ili III 1111 {Ilii►I i III'I)I 1I ! l I I I l I i I l I 1 I 1 I (i (l � l I l l l l i I l I l I i 1111111111I1111111I111111111111111I1111111II1I IIIIIIIIIIIIIIi 1111 NOT7: If the rnicrcfilmed document is less clear then this j k notice, it is Cue to the quality cr the oric,inel c'ocurrent. i ou E1, till, Li: Y,( . se t Se.. 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PLINTH ON 16' DIA AUGERCAST PILE ' ,�2X10HFR016 "o.c. y 2X10'016'o.c, TvP f- \ LEG3 12' X 12' C.I.P. PLINTH ON 16' DIA AUGERCAST PILE 5' i11�. 2X10UFJ2016'oc. 4 X 6 LEDGE? W/ 3/4' DIA A.BOLTS 131 El FA1 4" JQlST LEDGE 4' SLAB ON GRADE W/ 6 X 6 W1.4 X WL4 tW1.4 X WL4 WWF • 12, -0' 4° SLABONGRADEW /6X6 W1.4 X W1.4 t+ 0 F2.0 FZO TY► 1 0 I IA • • r� • STEP FTG (- 2' --0") STEP FTG UNE OF SYMMETRY as 10'-0' 15 L10' 12-3 24' --0° 15' -10' 14 PCT NORTH FOUNDATION PLAN BUILDINGS Ul & U2 NOTES: 1, (-1 " -0") MATES TOP Of FOO NG ELEE1fA1lON FROM FIRST FLOOR DATUM. 2, Otto= MICATZS SWPSOT3 RD2A HOLDOWN 0 END OF OGRWALL – SEE DETAILS A /S4 C /S4, N.= INDICATES SIMPSON HD7A HEWN 0 END OF SWARM. a Ali TO F'AGG OF° STU11, �i S TO GL OF PILE /GRADE 7YP 11.N.U: 4. SEE SIT S4 FOR GOAL NOTE ate•:.- .;1'�iC.iL.`Cr. .. J . i mow.. SCa 1/4' xis 1' --o* BUILDING DATUM fILO FLOOR MAIM OF PLYK1012 34.00 U2 ".x6. s�.n�.��e�mr -wo �s,aYef o,ll.l.a oaf�sn,alme�eswo..sezewe�sr�oe �' f _ FOOTING SCHEDULE MARK FZO F3,0 FJe5 SUE D 2'- 0'x2sO X1 -4 ..a.a,a 3' -0eXY -0"X17 3'-.V X J'- X. 1'.-0# 2'--O° X 0004' X r -o' ei96f Y RENTRGI G (3) #3 €A WAY (3) #4 EA NAY (4) #6 EA WAY (=) 14 LONG-WAY 18" oc SHCRT WAY ;, it„....i � . ''7 Yt4;t i k.A.j jiitek a�� � 4 • ;:� � .. 4' Si '.,` .�.r .- . " 4.J. . ;; n ..'rola :+S.r ,i ._Sa'� ,r, -,s �,.. ,-.e t... "' .' dxXe, r •ra di `i': -'r • ' . �. Nr - _ 1 . iIIl iIH IIIIIIIIII I I lIi 1I! aIII iI11 ►II,i1if{1{1111I�1{!!II!II{if illii{I I i{!.i {I I 1{111.i II {I IIII (I {I �I I {I �I I l {III {ill {i!I {III {I ! r{III { 1I { il1i li11 I. {I li;l iI lii! 1{ l l j ,—TI 1_ i O 14 111•. IN( ..' 4 ..J O / 8 9 in It Mat Mf.FR ANY 12 0 N3T7:: if the micrcfilmed eocument is less clear than this I r.cticc, it is cue tc the quality cr the cririnel c'ocurrent. I o. t- He cc. 5!, se 9e c-e ee LG OL/ of dl LL 6L gl. 'il bL zl Lt or-- 6--------9 L y ti f7 II.h► ►I1f11 �61I Iliil II I! ►'I• !II!I III II!I II I III ' i II i I il�� ' I 1 ( ��' i i � I i 1 I� � Il�llli i I I!II �ill�, lit, ,II!�III � II I!Illil�l I i ! IIII I!li I, ,Ilii� �ll�l!!I1lilllll:� IIII�I,II ii�l�lllllllllill , IIII�IIiI II11�1111 III! IIII III!�till Ill,�illllllll�IIII I!Il�IIlI Illlulll illy llllilll;ii!If!I►I1II!II '319. . \.. U N 1 I,. • jU 1 MAHAN Q ESAt. a, HIs ; ,; is& ,, 'kt AI E JATEs TO FOUNDATION AND taRsT FLOOR FRAMING ONLY,. NO OTHER POi 'TONS HAVE BEEN DESIGNED, REVIEWED, OR. APPROVAD BY THIS OFFICE, C11Y OF TU1{V'WILA APPROVED Aww -:g E31Jll. - �J9VIalOi� i LL wv. 0 ! IIII! 11111IIIIniIlllillllli {iiil'lI�I! p!6 i o .. 4• tote , �i1$ ,. . -N (.: 2/9 '1,�,r�r Ar 418 ON-VAC). FLAN rrftvIEW FOP COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY '"�' r, S SUSJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMMMISSIOt S AND INCONSISTENCIES. DATE IN i . BY BLS DATE OUT 4. 13 MAHAN & DoSALYG, INC. RYERSON APARTMENTS IUK'ILWA, WASHINGTON B 101' -0° 2'-0° 16,_8° 23'-4° 5L00 231--4° y 1/2°.--\ tors` z —� 112 -12° DIA C.I.P.PIER ON 16a DIA AUGERi CAST PILE nip U.N.O. °._n' aft 9' -11/2' 21/2' 2 1/ W410 X 126° HU4101F LG3 (2) 2 X B- WS26 -2--■ —4-,r11515.17- rwP:T: .---- HW3,25 X L26" a OW DPP LOW a Ey 102 •12°aa OR 2 16° o.c.' W41OX 45°---' 51/8X18) 2 LEGS MEG5 (2) 2 X 10 --12° X 8° W /(2) 15 �E(�) i�ECS 2 X 10 FIF 12 0 16° aa. EG5 NOTE: FRAMING & SECTION CUTS NOT SHOWN ON THIS HALF OF BLDG FOR CLARITY. 2X10I•W112 16' ac. cte -12- X 12° C.L.P. PLINTH ON 16° DIA AU�tCAST PILE 142 2X10 •16°'o.c. 31/8X131/2 12° X 12° C,I,P. PLINTH ON 16° DIA AU(RCA.ST --• NOTE: HOLDOWNS SHOWN AT GRADE BEAMS ARE ON GLB ABOVE 4° JOIST" LEDGE 4 x /d. HF 112. �2X1OHF f2 ®16 °o.c. 4° SLAB ON GRADE W /6X6 WI.4 X WI.4 WAF 4° 51AB ON GRADE W/ 0 X 6 VII.4 X M.4 Mir r• -1 L r_ J F2.0 ° co a STEP FTG 4-r- S1EP FTG IJNE OF SYI 'RETRY rs* PROJECT NORTfI 5° CU 1o' --a° 15'w1O° 12' -�C' FOUNDATION PLAN - I3UILDING U3 SCALE 1/4" 1.--01' NOTES; 1. ( -1=-o Re/CATES ?OP OF FOOTING ELEVATION FROM FIRST FLOOR DATUM. 2 . OP.= NOICATES swarm H D 2 A HUM 0 E D OF SHFAR 'Ai L SEE DETAILS A /S4 * C, S4, 1, s= liVicATES SMJPSON UD7A.HOLO0` t4 0 MO OF SHEARWALL 3. GRIDS ARE TO FACE OF STUD, CENTER OWES ARE TO a. OF PRE/WADE BEAM -- TYP U.N.O. 4. SEE Sfl T S4 FOR GCNERAL NOTES. 5. SEE SST S1 MR FOOTING fills BUILDING DATUM BUILDING PRSr FLOOR ELEVATION 0 TOP OF PLYWOOD U3 DRECIEVIKEKIRENISEMSE 58.40 f�X • firi�xaa�N 'xeYC�...u.J��s.,c�'s7�a`iLi 24,_0° 12 -B° E.-} rRii---:),.,F--,:fli-,qR JUN 1 9 1989 Pig/MAP' 4 ,� �cS �; /1L. INC. THIS SEAL AND SIGNATURE RELATES TO FOUNDATION AND FIRS'' FLOOR FRAMING ONLY. NO OTHER PORT Oi4S HAVE BEEN DESVCNED, REVIEWED, OR APPROVED, BY THIS OFFICE. ..•Ni .:ss..!'..i:.::7 ,..�'x:...: t ��"•:'..T:. r,_r,>J �,.r.. .fix. %:;,l,,j< Jt'ssY; *° Yti3F. "�d i � ..,,._.,.tea..,.... i � z ...: _ y r:... at'.. .:. i' ; . . ` • ��i '��4'Y��1.Yr �Cx+"rarilS�Xf`7t3! �L t'" f :ys� -ccr 'I'I'!'1'l'111i ' 'I'I II'�''II LIE' ! !�iI�I�'�IIf�! !il�ll�!!! ! I�iII�! l�lll '!IIII!�?Ilillll!lil►I! I! III► I!!II!!!II�!Ii;!Iiliil !II."ii i!I!I!�`�� 11 0 t(•1.,- . r1 •. l i � l� i � l� l L c: IjiIII)IIIIIIII!1 iIIIIilllllll!!ihlll Si. 1\10T7: If the microfilmed document is Tess clear then this notice, it is duo tc the quality cr the cripinel cccunrent. g: ./L ce ec 1.6 0-7 Eel Ql LI 91 51 hl el et LL 01, 6 ft 1 9 q h t; Z l ,vW U Hi + ! IlliIl I(I l IIl I IIII� ,II I IIIIIII IIII iI I III! I IlI l I IIII lilll , IIII Ili Ii,ll�llli IILL IIfill I IiliIlll! I IillI!III I III ! llll! IIl II 1ifllilil llllll!l lll� f! IIIIIiiIII! II1IIIIII! Il1llill !II!IIII1I111,111 I ill!I I 1O' -0a BU1LDLNG LH * 1.12 FOUW 3A110N Aa 1 3/7/ RYERSON APARTMENTS RUk'ILWA, WASHINGTON S1. A OWN, P.S. 11411 NE 1244h Sit SURe 1 KM4 WA 98034 (20) 823 - 6667 ic TYP 4° JOIST" LEDGE 4 x /d. HF 112. �2X1OHF f2 ®16 °o.c. 4° SLAB ON GRADE W /6X6 WI.4 X WI.4 WAF 4° 51AB ON GRADE W/ 0 X 6 VII.4 X M.4 Mir r• -1 L r_ J F2.0 ° co a STEP FTG 4-r- S1EP FTG IJNE OF SYI 'RETRY rs* PROJECT NORTfI 5° CU 1o' --a° 15'w1O° 12' -�C' FOUNDATION PLAN - I3UILDING U3 SCALE 1/4" 1.--01' NOTES; 1. ( -1=-o Re/CATES ?OP OF FOOTING ELEVATION FROM FIRST FLOOR DATUM. 2 . OP.= NOICATES swarm H D 2 A HUM 0 E D OF SHFAR 'Ai L SEE DETAILS A /S4 * C, S4, 1, s= liVicATES SMJPSON UD7A.HOLO0` t4 0 MO OF SHEARWALL 3. GRIDS ARE TO FACE OF STUD, CENTER OWES ARE TO a. OF PRE/WADE BEAM -- TYP U.N.O. 4. SEE Sfl T S4 FOR GCNERAL NOTES. 5. SEE SST S1 MR FOOTING fills BUILDING DATUM BUILDING PRSr FLOOR ELEVATION 0 TOP OF PLYWOOD U3 DRECIEVIKEKIRENISEMSE 58.40 f�X • firi�xaa�N 'xeYC�...u.J��s.,c�'s7�a`iLi 24,_0° 12 -B° E.-} rRii---:),.,F--,:fli-,qR JUN 1 9 1989 Pig/MAP' 4 ,� �cS �; /1L. INC. THIS SEAL AND SIGNATURE RELATES TO FOUNDATION AND FIRS'' FLOOR FRAMING ONLY. NO OTHER PORT Oi4S HAVE BEEN DESVCNED, REVIEWED, OR APPROVED, BY THIS OFFICE. ..•Ni .:ss..!'..i:.::7 ,..�'x:...: t ��"•:'..T:. r,_r,>J �,.r.. .fix. %:;,l,,j< Jt'ssY; *° Yti3F. "�d i � ..,,._.,.tea..,.... i � z ...: _ y r:... at'.. .:. i' ; . . ` • ��i '��4'Y��1.Yr �Cx+"rarilS�Xf`7t3! �L t'" f :ys� -ccr 'I'I'!'1'l'111i ' 'I'I II'�''II LIE' ! !�iI�I�'�IIf�! !il�ll�!!! ! I�iII�! l�lll '!IIII!�?Ilillll!lil►I! I! 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' -o : P'vegei (LAP . t+ CAT, SECTION INS.PECTIONC 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 '1".F: BUILDING OFFICIAL. SOIL: VERIFY SU;OGRADE IS DRY AND DENSE PRIOR TO POURING FOOTINGS. . CONCRETE: • TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE, 11Ili111111111H 11I1111111l111111I11j1111 0 1G 711', Ill, ,. 2 X11 4.126111/41F. rSK +61-102s1, TIMBER: 2X MEMBERS HF #2 (Fb=1150 REP) 4X MEMBERS DF *1 (Fb =j50Q ) LUMBER NOT NOTED TO BE DF #2 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" - 1979 EDITIOW. BOLT HEADSt AND 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 U$C TABLE 25 -Q. PLYWOOD: FLOOR SHEATHING -- 3/4" A-PA 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 c LATER AT EDGES, 10" ON CENTER AT INTERMEDIATE SUPPPORTS. ANCHOR BOLT INSTALLATION DRILL ' HOLES 1/4,, LAI GER THAN ` BOLT 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 ENGINEERING OR ENGINEER APPROVED EQUAL PREPARED PER MANUFACTURERS SPECIFICATIONS. DO NOT . DISTURB BOLTS UNTIL EPDXY HAS FULLY CURED. 17, I;5 j JUG 91989 GENERAL NOTES Buildings U1, U2, & U3 CODE; UNXFORM'BUILJ4t CODE - 1985 EDITION L, ZV OADi ROOF 25 PSF FLOORS 40 PSF APARTMENTS 80 PSF PSF CORRIDORS 100 PSF STAIRS BASIC WIND SPEED 80 MPH, EXPOSURE Ii SEISMIC ZONE 3 FQ ?ATTON STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT *8633 • DATED FEBRUARY 27, 19 8 6 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 I�tATIVE P'lATE'RIAL cfi r'V'4Lr 1i -- PILL tf3�cc -00 16% HAx Y '- Ib1ty ( fin-! D -ms-O LATERAL EARTH PRESSURE 35 PCF EQUIVALENT FLUID PRESSURE ACTIVE YIELDING CONDITION, ADD 100 PSF UNIFORM PRESSURE, ACTIVE NON YIELDING CONDITION 375 PCF EFP, PASSIVE COEFFICIENT or BASE FRICTION: 0.4 SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT 'SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. AUGER.CAST PXLIS 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. Pa 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. CONCRETE MIX SUBMITTALS SHALL MEET UBC OR ACID -318 STANDARDS IN ES'AB•- LISfIING PROPORTIONS FOR SPECIFIED STRENGTH. CONCRETE SLUMP 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 AUGERCAST PILLS 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 A14P ' SELECTION OF MATERIALS SHALL BE~ " "IN ACCORDANCE WITH THE UBC, AND 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 DRAWINGS. WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING' = STEEL S} A2.L BE DEFORMED PER ASTM A61$, GRADE 60 (FY = 60,000 PSI) LAP CONTINUOUS REINFORCING BARS 30 I3AR ' 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,fOO PSI) BOLTS - ASTM A307 ALL WELDING SHALL CONFORM TO THE AWS CODES , AND, SHALL, DRAW W WABO CERTIFIED WELDER,. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS T'Q,.AE CERTIFIED BY CERTIFIED WELDERS - USE DRY E70 ELECTROA " s GLU- LAMINATED TIMBER GLU- LAI43NATED WOOD BEAMS, DOUGLAS FIR REGION, KILN DRIED, AITC SPECIFICATION 24F -V4 FOR Sit, ANS, AND 24F- V8 ' FOR CANTILEVER-SPANS (Fb = 2400 PSF, \ ANN, TYPICAL) . PROVIDE AITC STAMP ON TIMBER AND gull.. CERTIFICATE ARCHITECT AND ENGINEER.. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GI;U-LAT4 BEAMS SHALL FIT SNUG AND TIGHT IN THEIR,. CONNECTIONS AND DEVELOP FULL BEARING .. AS INDICATED. NO SUBSTITUTION OF OTHER SPECIES, GLU -LAN ADHESIVE TO BE "WET-USE" TYPE PLR UBC STANDARDS 25 -19 `'PART I?' LI. L epE > HIV is+ eaTkitsinkR0 f4.01147 !-0i Vfr. -r of 20040FT. MAHAN & LIESMLVO, INC, THIS SEAL AND `,,SIGNATURE RELATES TO FOUNDATION AND. FIRST FLOOR FRAMING ONLY. NO OTHER PORTIONS HAVE BEEN DESIGNED, REVIEWED, • OR APPROVED ET THIS OFFICE. . � -... ✓ ..... �I..?.. ..,,.. -.. �.....?.`._..n.s_._..... .� . 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PROVIDE DRAINAGE AROUND FOOL IF WATER IS ENCOUNTERED, NO GROUND WATER XS PBRMXTTEDAT POOL LEVEL. 5.DRYWELLS SHALL 313 MIN, L01.0 ". FROM POOL IN EXPANSIVE SOIL, 10' »0" MIN, DEPTH TO 2'.•O" BELOW EXPANSIVE SOIL OR 21•.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 REEENTRY CURVES. 8.WHERE THE 'FROST DEPTH OF THE AREA EXCEEDS THE DEPTH OF WATER, THE _POOL SHALL, BE OVER.,EXCAVATED AND I3ACKFILLED WITH GRAVEL SO THAT THEE 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 -!OWN ON ACCOMPANYING PLANS 1O.CALL LOCAL BUILDING DEPARTMENT FOR STEEL INSPECT-TON BEFORE POURING CONCRETE. 1:1,ASSUMED DESIGN FLUID PRESSURE = �,CQlbs. /:t°.t. cubed, 12.SOIL CONDITIONS THIS POOL WITI.1 BOND BEAM ONLY MAY BE' INSTALLED IN SOO L 7OF: NON:EXPAND]NG TYPE MATERIAL. IF THE MATERIAL IS AN EXPANDING CLAY TYPE SOIL, THEN IT IS NECESSARY TO INSTALL THE 'SURROUNDING SIDEWALK AND THE 90 1b, FELT MEMBRANE WITH ALL JOINTS SEALED W1r'TH BLACK LONG ASBESTOS COLD APPLICATION MASTIC. ALL DECK EXPANSION JOINTS AND THE JOINT BETWEEN THE POOL COPING AND DECK SHALL BE SEALED WTTHAA "THIOKOL" SEALER. SOIL SHALL BE UNDISTURBED NATURAL OR APPROVED COMPACTED FILL. 1S.SITH3 CO DIT ONS THE GROUND SURROUNDING THE SWIMMING POOL IS ASSUMED' SU. NO SURCHARGE, RETAINING WALLS OR TERRACES ARE TO .BH3 CsONSTRUC4BD ABOUT. THE PERIMETER OF THE POOL UNLESS THE BASE OF SUCrH WALL.;,' TERRACE OR SURCHARGE BE HELD BACK A MINIMUM 4-1 ZONTAL,. DISTANCE FROM THE FACE OF THE POOL AS SHOWN. • 14MATER. il.; CE T. PORTLAND CEMENT SHALL BE TYPE 1 CONFORMING TO ASTM SPECIFICATION' C:L.50•'7X. b. FINE, =AGG?,EGATEn SHALL CONSIST OF NATURAL. SAND HAVING HARD AND DURAaLE.; PARTXCLB$ CONTAINING• NO MORE THAN 1% CONTAMINATION. o, WATRR.1 1{AL.. BE CI:EAN AND FIT TO DRINK. d. REINFORCING' STEEL, EARS FOR REIINFORCMENT SHALL 138 STRUCTURAL. STEEL '.GRADE CONFORMING TO ASTM SPECIFICATION A.615, AS LATEST AMENI)BIJs AND SHALL BE HIGH [30N1) DEFORMED BARS. Fel =(0000 psi GRADE CPO, • 1:,5:E7', 'TES MIX GUN/TS SHALL ATTAIN AN ULTIMATE 28 DAY STRENGTH OF• •. 000: psi. Fo = . p.sl,• AND SHALL .BE MIXED IN THE PROPORTION •(.by voiuiue) OF 41 au.tt: OF DRY .SAND. •TO EACH 90 1,b, SACK OF CEMENT, MAXIMUM WATER, CONTBN(ETSHALL BE 31 gal. PER SACK OF CEMENT. 6:A IR.PLACBD CONCRETE MIX ULTTMATL3:; 28 DAY STRENGTH- x'000 psi. . 'Fa - • psi. MIX-- 604 SAND; 409E PEA GRAV•T3L, 71 SACK REDI. MIX CONCRETE, 31 gal, OF WATER PER SACK OF CEMENT, MAXIMUM, 'INCLUDING WATER IN, AGGREGATE. . 17..S4EEL,, EL6Si 1 Ty, REINFORCING STEEL, SHALL BE PLACED TOtTHE LINES ' ANDDXI+tENSxOj1S SHOWN ON THE PLAN, CAREFULLY AND FIRMLY WIRED • Iii"1'0 PLACE. ;STEEL.,.SHALL BE BL'OcKBA WITH BRICKETS 16 MAINTAIN • • THE SPACING 80M. THE EXCAVATION : LAP BARS .S0 DIAMETERS AT SPLICES MINXMi,Tbi• AT ALL CORNERS: STEEL COVER PER P''LAN (411; 2 "•) . . • 18 , C?ONC H3 C '• CONGRL✓TE SHALL BE PLACED ON FIRM, NATURAL, f�I TURBB ENGXNEBRED,.I <ILL TO THE THICXNBSS SIV.41-1: :ANY D1 OS•ITS OF .1205E SAND OR RESOUND SHALL. 8B GARB.. •� ' /•..R.Ht.40VBI.z•N'RUM STJRFAC`3S BEFORE PLACEMENT. ALL. REBOUND • "POCKETS, SAGS.- .SLOUGHING OR OTHER DEFECTS SHALL BE CUT OUT .AND.'REPLACED. NO •RE30UNC) SHALL BE REUSED. 19,CU, URx . •THE GONCRE:T E SHALL, BE DAMP CURED FOR A PERIOD OF TEN "DA ?S. DURING THIS DURING PERIOD THE, PLASTER - FINISH MAY BE APPLIED AND THE FINISI -ED POOL FILLED WITH WATER. 20.aHiE . FOOL .SHALL BE ENCLOSED BY A 51.0" MIN . HIGH SUBSTANTIAL GATE AND 'FENCE. GATES TO BE SELF.-.CLOSING WITH A SELF- LATCH ...ON THE POOL SIDE. FENCE AND GATE TO BR ERECTED' PRIOR .TO ' Fria; L NC' POOL'. VE-Ftt I .Y'. { i 6Nr -Pt? .,Loa. .t_..c©.De.-: 21'0WIMMI NG PUOL ELECTRICAL AL GROUNDTING TO REINFORCING, PLUMBING .AND •TO cpplouxy XS REQUIRED. PRIOR TO BUILDING INSPECTOR4S 'CtLEARANGI3 QF r tNFU.RGxNG FOR GUNX3 XNG. 22 .DO NOT TURN. ON LIGHT WHEN POOL EMPTY. 23 ; DO IIOT USE BLACK RUBBER HOSE WHEN PILLING POOL. Lt marks •p4as'cf x, '444' • : '25 REQU ,I BD SL..OPR OP POOL BOTTOM V/j.RXES. CHECK WITH T•IO` S •JWI�?; ?XCTXON OVER TI•Tdi PROJECT. N.S':..} . X . 'RB UXRES e.>vs,>; .:: !•i 't'. ,jt -:a5' ; FOR;.SHAI.LOW ARE Ai ANL�.•5 -X't. !In. 1.. P '_ .... : T Rf+NS x x.IZON ' FROM SHALLOW .AREA TO • MET.: A REA . LOCAL • cope' mAltilli x,; • ,',t+IAXIMCs►M SI;C1FjH�!r .C?�r%': .17:)tAJ. 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