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BLD19790558GTIDN FLAMING aTG�,lba 0j Q h 2S /1 O 44-U W*4 ,Wr.AT 2xb eTtAS AT 24" i I' ° 'I T 1 p eA. 1fYIk:I. S c-c EXT ?YA�pG A 1mTr-' CG 1 Am pT INTERMp.DIATe 'F-DES. E!••{a! 1o2''G+" � ,(y,..aci'.TOP OP+bFL'. Y6RIFl 11 __5/g°z IZ".o..6.' Ar 4'-0" t.1q�CiMUM eAGIL7G I, a AHIP ' i2" M4X..FPWA LbJp 4F ?LAM S�GrIcoN -ell.P9ui46 9TMP5 -Va oA. -ALb., PA114TeP G6P -%/4"�L•T '('HWJ g9JEt.e. 24G PLwTP, ELEV. I IG= _`S/'a' TYPP IX" WRLLeraa.W7 --- -IxG STUDS AT ?A o el- -Ir2"!aY'�SUM 5N�6?+iI1Jo 44m' S1nlr-J'- u-n-, mmzA, FU1xRII-IG.+ GI•Id we. Z aA. e.6LV.. FLG.-'RI ' ,BUILT —up FIAT4H �- EXIaJj Wad �PGPS ---E%15L GMU Top of IN -Ka / AT I i I I I I III I I . 6h. iI III �, I h _I �l 1 I I I 1314" FLYW✓a I I I i 2" to �0151� aT IZ' I i I 06 WG Z8tZ I ;Col v J III _ — - 14 I I I 4aniHua.n Z. o -- � I, { t • (kt-l5 wry eft i .• gg '/2" Mxt..1'3 W/ WAaM.Ffi kl 8 I(2) i .'fN.l'L! .1ns+GN GdLUMN - II 4xro G4 LAMS. .. . t y �" I I 3S'szie"GLU=L.4M PA. 5117 'OF GC4& fxl5h'. I�I w I III I I I 91fh*ai of tzWMW . . — �tlIMNUi, I I: 1,LjzE.S, 5YIGX/WA,C<,.. I I I S GTIO�1 3 I'� MIND G{�,IIDS 1 ®, @4 to, rNAMIWG AT dWp& I�, 14, 15, IG 417 EIIMILAl" �IX4tWT Pn', MEZZ. rP41,1ING I r ! Gs I%ZsIv2x 3/141 AT Czt-UMhM3GN GWVi 0-415#-_------- I ►ACLZ. LCN. II!'-5�iq M5ZZ. rll F ... III'- _ _ - - - - - I I&J MAAL"> I TMP.tiU GIGi.UMN i 6WII.4m Ea. -- \__-._Gei4 x f.er'u.AM I . "x%2 Fo= lay2" I I m�' LLS 4z X3f$"Y p'-B 0} 3%s"LFl�'S µRCpp.O To I I I G$)4,x 18`" GLA I PWM 6HAN14rLLA- EI:�VATI ol•.l e 3 ' I I ' I 1 I , I wowe, orar, �p vew k6ow H w4wAy MPT mk44�1 ;V 151 o I I e A X a ./l4t- fk144. -q F % 4- . . . . . . . . . . f A A MAR 5198Q Of Public Works CITY OF bmus - FIRE DEPARTMENT APPROVED VED SUBJECT TO ANY CHgANGES DICATED Examined By WPPMad ft ao 0� r-Xltr,rlk,& 444AI4 W.WlK p: X ...... ..... . SITE G�iIT��,IQ 4W-QU fMPA 4~46 ow: I i#al o odd AP -M4 IPA4 !a PQ PAIR* 1 I mia, &2p 450. FIT. -'-S 1;w,-3 =.I Zai, . I . I GOT . P*Wh . , e. . T104t 1101?'" eta. r-T. ,ES Vo(jWpXfloA VI -AM rci>. ACe> tAjk)uM$ POST VLoo(X "LOAD -.t6i,3 09 A4F-7-?-AkjIQEEj w H ZONE C-G-- SETBACKS: FRONT, Vuq�—� SIDE REAR OTHER L-3-H-H( 3o') HT HEIG . . . . . IT! OF EDMONDS BLDG. DEPT. CONDITIONAL PERMIT WORK- ADDRESS- A14 -W1 In ql OWNER- APPROVED-DAIII, By KEEP THESE STAMPED PLANS ON JOBSITE FOR AL4,INSPECTIONS PERMIT 3906N508 SHEET RECEIVT OF E PIANNIN( r->IL-j- 5L-UME Vck-KNat:�f 6f,�Q, "7 HW -Uitk4 H2 AY iiT!� 0 1,j7,t)D esePrI4 &\/r- VV. lr,5= L .I-t.------ .. ' o-&:.: ,a 4- 24-0 •� za-`%�P 3seoJ> rb�•�' s=d' zit--6' �- �4� q,_ - _ `' -W-7 71Z'tF,x}P"L>/ parFtL /N 9 b fur.ERME:OAA '% 4J/-1 11' to z./2 � 'M A. sP,tcJYv¢, 6'->�•`r - -� . I- QG � a te.eaC2.r .,c9� ' cG2.ro p col...uMur-a lwld 3HG 6!• k-L 4"52. VreV- TUB ` 7'7AT ►-.._ .L t�-. ._. _ A - _�_r r'r- /�xl., •s. .n.,e.,<.r[�.t - - 3 wvK:z.z .' + ", i.,o. Qs •J - WI1}t '�/lo" WdLLP✓ 't� � � .G ST.'.{3.5.D. 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SLAL3 F,��/Nf' uJ/ iI i 1 � ' '� � ib.T-c..e•rJi �'T<?Xf .NY.'A�'$''�dP - •: *�' J '� I G KG - w4 KY{l.} IwwF lJo ullJta i /�� ' jt�"�': PRP',e,�N ` V `:J O O Oa�l3.4J/aC Srit�4+'r'fYt�wSS 'S j P.E✓[/,*rETN-/L oJ° CAFJ •P. E'ANl/1y't2M...._ ._. ..__ .-,_- -.--_ ____ t__ _-____._. - _ - .. ... ..__ _ .. __.__-.._____ ____._- ___. ._.. ._.. _.•_ a _ _ ! D G t iJflT P+A!„tG -Q� 7 jf l •.4 -lips- 4 REC ryto �. G— - - ---' -- ' --' - - - - i-' - - -- - - - - - ---u—= - - --- - - _ CIiY OF EOMOMpg CITY OF BDMONDS • BLDG. DEPY B?UNNJNC DEPT. i31=1`9 oVE F'oliT/o,V �� .E:xl£T _/ EE<�ST.I{V� FouN.2/Q TION WA4J-. '�'�;-�. ,. r' p �{ j ��J{� INSPFCTCIP 11 � � ( �.• _:ZLL� 1•.,1..LJ-i'1i.- 41 .ti!Y .(.'ice./.'d', N W A k / (? fr 8 _Z'.E'32i'. �S}lwH7idL39`Ifts . 2/oz. a /�dr ecwuP zX= A.vNnueo NRAWN MY - - ..--XTD.RTH fro t [•(((---///---. 'yn 1pt� �'yp ��/a{}��•-'•�• .��{(,�,-y{-/�.w' . � '- ..•- OMWINa NNMliR --__-._.._._-------------------$-.._�.R ion. 6 VAR iA N c RIS4D fou. WORK IN Z fiTBgG K V- 34't 6' exit5lt4eq emir_ or' 4c06,N HI#-NJAY t%I�47 » kNQSE: REPLACE. WATJON J�NCLDSING 4ALVAGE 1A.R9 - W7 -&' ln%XVeV' WTRE :Vs FNT>E'Cr9AL AlWO.'''1`LAT5 i E`--OYEN 'WIRE GATE S' 6F1 t _"ZIA111S "T//U.VDE.4'G.�dU.O"/% -/%9 GA,L.--T'—'— (.e�v�TrG rvY G.4nu�✓.o ��✓.G,y� I '\ O \ 9 \` M b I �\ \ \ h, 4 \ t \ ,I j} I. CO,VNAer NEW ,pooF' ` — ,ORA/d,t;FTO EX/67 T4 .00WN3AdfJT� xr�r f RECEIVED MAR 211979 EDMONDS FIRE DEPT. CITY OF EX:IONDS • FIRE DEPARTMENT APPROVED SUBJECT TO ANY CHANGES INDICATED ne Examid By- .Jr,�_ tiy�.p Data APProved By Jock C—Per, chwl � �. a) coo •. 3 c � 5 � �d:�.�.�-�� SW3 s¢x�ar r1ar+�v.. i I "-`- CITY OF EDNIONDS BLDG. DEPT. \\ CONDITIONAL PERMIT WORKa COMME.RCI IiI FFRONT ADOIT1otA ADDRESS- 24329 lAw'l 99 , To sa99 OWNER- BILL BLVPAG APPROVED DATE - By BLDG. OFFICIAL REAR KEEP THESE STAMPED OTHER r^� +,. PLANS ON INSPECTIONS FOR \ \ HEIGHT ALL INSPECTIONS j 35' MR F�py— I w 1 O P �J[A116t._—.---_- 79048q S1T� PL�,,l\I 0 .HAW CU-45-78 BILL BLUME VOLKSWAGEPI -Conditional Use Permit for automobile storage and sale, salvage, and parts for resale at northeast corner of 205th t St.,and Highway 99 (CG) - ADB-111-78 BILL BLUTAE FAWAGEN - Review of salvage enclosure, site plan and Mrs. Luster said the salvage of assorted parts had been going screening at 24329 Highway 99- (CG) for m but h granting of the permit will allow at this site o some time u the g t g a good development Staff felt this was storage building in which to house stated that the 9 P them to construct an additional growing. Mrs. Luster 9 i ved tar storage and a arts storage area. which h been rowin No complaints had been received f this site. It will be used as P 9 the activity t h as a or 9 Y 9 9 P State re wires an 8' d odor, or for he site but the St e about the activity.This use should not increase noise decrease N h fence landscaping was proposed o t q 0 P 9 P P wire with slats so f d rease it f will be of woven smoke presently emitted from the site and should in act ec fence clan SR704. The fence high e P Y 9 9 The T afar board was displayed. as a ood ar of the operation will be done in a covered area. he adequate screening. A c t it will provide e 9 9 P P P 9 e Highway 99 f vegetation clan the Y I n f h i h' will affect i facing Highway 99 and an d he addition o some 9 9 portion o the site this feet a act s staff had suggested t 9 P 9 9 Y 99 acknowledged that public, but the ac f c Furniture tore Store and the more visible to the Y 9 on -ram Several hundred met away is Do es u Y side since that is P P Y In answer o be racti cal. 1 'r n his. Screening of the site f ses there it ma n t do not have windows s. Luster directly o t because of the es o u Y P 9 Y 9 LYP said there i for the proposal, 5 fir L r felt h use will be in harmony with n 41 stun the architect will en required.s iste c t o Y to a quest Do a h P q abutting from fixtures on the building but the general area. There is an a artrient building complexgeneral and li htin ro 9 99 will be some 9 P9 Y lighting f activity the h use would se of the e o a t Y this property but she tres unable to determine whether the b no light ales. Because P tY P p Y there will a should p kY be detrimental to then. If it were determined that it impacted felt the area should be lighted for security. Mr. Westlin pointed out their view then screening would be required. firs. Luster recommended that the topography of the site will make the building considerably approval because the use will not increase the level of noise, odor, higher than SR104. MR. SPANFELNER MOVED, SECONDED BY MR. SELVIDGE, TO dust, or fumes generated from the site; because it will not interfere APPROVE ADB-111-78 AS SUBMITTED, WITHOUT ADDITIONAL LANDSCAPING. MR. with neighboring views or general traffic flow because of the lcoation; SPANFELNER, MR. SELVIDGE, AND MR. MATTSON VOTED YES, AND MR. CHRISTOFFERSON. -and because it will be well screened and the operation will be conducted MR. KINDERFATHER, AND FIR. LaFON VOTED NO. MOTION FAILED. 'There was out of the public view. The public portion of the Bearing was opened. further discussion on possibilities of landscaping. MR. C HRISTOFFERSON THEN MOVED,SECONDED BY MR. KINDERFATHER, TO APPROVE ADB-111-78 WITH THE Chet Bennett, attorney, and Don Hestlin, architect for the project, ADDITION OF A PLANTING STRIP TO BE PROVIDED OF APPROXIMATELY 4' IN WIDTH, were present, as well as Arne Nelson, one of the owners. fir. Bennett AND TO BE APPROXIMATELY FROM THE GATE SOUTH TO THE EXISTING STRUCTURE IN TO TERIALS AND SPACING circulated photographs of the site and explained that this activity FRONT OF THE PROPOSED ADDITION, THE PLANTING MA TER CONSENT AGENDA MOTI ON CARRIED. id h basics TH's C NSE began on a small scale in 1972 and has expanded. He said they BOAR ON NEXT MON 0 9 P Y Y BE SUBMITTED TO THE D are dismantling older automobiles to fill requests for spare parts. The plans were marked to indicate where the landscaping will be provided. Mr. IJestl in described the proposed addition. Mr. Bennett indicated the State Ili 9hway Department requires an 8 fence along SR 104 which - wT11 be slatted and screened. lie said a tire store is to the east and the apartment building of which Itrs. Luster spoke is a pre-existing,: nonconforming unit and all of the units face east so none look onto this property. Mr. Dennett added that since 1972 they had authority to have - CITY OF EDa' B — !_NEER�i this activity as long as it was incidental to the principal business. I Mr. Nelson added that this was is a secondary interest and they §; Examined by— want it to be aesthetically pleasing and not a bad influence on their primary business. He said they feel there is a real need for this. Date - Tht public portion of the hearing was then closed. Mr. Ila tzenbuhler I observed that with the elevation and a screening fence there should be Rem . arks-- no problem. The applicant was asked if there would be any additional landscaping. He responded that the building will be mostly on Highway 99 and will obscure anything there. MR. HATZENRUHLER MOVED, SECONDED _ BY IIRS. DERLETH, 10 APPROVE CU-45-78 AS IT MEETS 111E CONDITIONAL USE PERMIT CRITERIA, IT APR IuIT IRATE FOR THE PUBLIC WEALTH AND WELFAR r� AND THE USE WILL 0E APPROPIRATE fOR THAT AREA. ]ON CARRIED. PROPS R f p U11E — CODE: Ur`4arm 3u�ld,,,,g CodeiU.?,. .) 1976 editiao ! FIRE ZONE: No. 2 ZCNJING: CG - General Commercial OCCUPANCY: H-4 Repair Garage B-2 Retail Sales B-4 Storage , R';aF' ZlIve CO 411.0 TOP 4 W.59 /NY. WOVIFN WIRE E EGRAL rim MH 4/D 7ZW fog. 99 Imp, CONISTRUCTION: Type: Existing Shop = _`1 H.T. Disossembly Area = Type IV H.T. Storage Area = Type VN STORIES: One plus Mezzanine PARKING: Warehouse: 1 per each 2 employees = 5 cars Retail Sales: (less than 5,000 SQ. FT.) 1 per 300 SQ. FT. = 5 cars Repair: 1 per 3 employees = 1 car Total required parking = 11 cars LOT AREA: 218,769 SQ. FT. (4.9 Acres) Allowable lot coverage: No restrictions BUILDING AREA: Existing Shop Building = 7,950 SQ. FT. Addition = 10,733 SQ. FT. ® P—L 44—t load "g" o„ mezzanine. 1251?5F MAC. 0 w O Z O O � U o Z _ LLJ O O F- I Z 2 N U O t` J W Q JOB NO. 78- 25P DRAWN BY T11 CHECKED BYRE# DATE //-75-7$ REVISED PLAA1i � � APR 18 1979 I 6 OF 1: - WOF'TH FLFVATIOQ -ITT K—L. f, ST f, L, f- VAT 10 H RECEIVED 2 JUN?.0'79 f5lLl-'L t3[-LjMf- VOt-r\5W46-OQ Z45P-17 SCALEIAtl 7r-16L-AQlD 5TWTUf�f-D 19730 64TH AVM W. 775-7zle I EZq.'_o• '-4 T-4" Iv"-e'r" lo'_o"' c7 . lo'-o" la'_d• �ar4^ 9'-Gm �, o. 4' re° i I 1 , do — — —I — — — — I, yI, a rt o. {•U?xIL oM 1 i rox.lZ tip•... I 1 M'rr�, a.+b t _;I,ilox�2 o.Fp. I 9 1 �'\ i ALL Gd-UMP9 -0v ft. —Me)— UFT-- . QP .3x?xGAfg""W/- MILL-PIF-II$)♦ dt.UM11�UM �tr�A� .. 11—WOVEN ARE &ATE B't+l X, RECETVM DEC 2 1 '78 cnrarr W"ww JIMEMINK&MM tll1, � 5Q;T IQN _;tc�W IRV: flew. Olm: k-4 Nk), JOB NO. 7&-256 DRAWN BY 77( CHECKED BYPXW DATE 1/- /5 - 7,4 OF hie" Trr°x" WAJ-- �gr��.. of 2oGA, G.I. To. rxivr. Lawew, m vro HLIW FL4,%41w,;R Ti7-� '9X)tV.r. 7'410 L.6R I"AA40, wmm& r*�w . UNI>Nbl �uj /v yrUvn AT ?A-" ^-IM.p o`MN.:A.tM SlFF1�1HINl9 — N2iAL. 51DI F-1Cx pAk,-H WILT -UP rk= txl5frru� wxv max, -txK_l'f, GMU �GTaoti.1 e Ala �. wTYm°x" WAt-I -TAM \) j tor- aax W flYilr FXIl5rlNa! cr to Wail. Op' 6EGfION l.�J 5P. ICN S PIM MxP+IPPIOM / �` ✓ � ?FM5 GL,05UP'E - 10" I i wiz 1� WfvxlZ 19'-fin I I 18=0a I I I I I 'Vol I ---\V/ P dT13 � W/5/0"Zut.TS of 5d-".(-vrCc'rGERL"A. . ILAT� I j I I G I rvt� � 8 IxIMU , --�.r,"Cnt� ttr�"��r3e1•f3t7 I I I I I i I I I , .�'7FrAPfh,' S1{�. w L.INQ r�f'GMMFZZ. itl ,�o ;r I i- I I I I I I i � ,� �u,"'� w✓ IGr� Nnrlss I I � 3/e`-i7iiG1� 7LYWGa� 9T1'L�r i'G-G DTI -Il" PLYY�(o:'+p, A. _ I Z),C ATPI-l'1A�e�P'Y.GYoPS. 12'° �nGlr-e+ � IF.ITEp.MEpIA?E' SUpI�+,'fS` OT�P,4'Y� I��l "0�.4.eilNd! 1Wik�S}A�171�. - 546N gjm. F-lAIU14G N sel 1 FL.cGm To MF-ZZ. SRA..l. er- wrnt be IjAus, Ar gyz" GIFlG AT I'LYWC, E 12" XAGIN6 AT R-F MMWlATE , III I I I I r' iIV M Al' 115" awl.ir ' I I I I ' i I I i I —5/8'atE" l'nl-TS a74E.° .. 3xGTt'�,aTt.t7 brbT�' .. .w.EY. lot'-c6"OL64mvrGPdtT.V YMT,16fia Tor ,?`G,oNG. OL-W.. loz-,dv" I I In I i �XlfJl'R-IG TGP S�Y�aN 3 S�GTIok� 3 rmAMII6 Al GpIP IS 5�cffa�l . 79G553 4PPROVED-DATE - -- ,OCT2S79. -. - CITY OF EDMONDS - BLDG. DEFT -cir of INSPECTOR clot" of - ...." nllireman ne. rasa.-wi..� EYLL 5LUM-r e4aZ9 - --4!730 j:,+V4 AV;'r STRUCTURAL NOTES IIG'�E' _ l `vPe 2 GowT ?' I 2'-0� - - -� ----------- 'V/F3)) iz"rf x Z" .- . I YlELpeD HeAC�I> $fUL I I poW NSPoLfE L6>,A.TK�N -� I --- 1 I �I I I I i Zn=o" I 2&, 6G. A4,- "MIWI -V- W-ANI eHM-rING ---� -- lo Z IZ FUF4_1Hoi I 12 Z' -WI¢_x Z_Z_'-_.._._--._------ RAMP MAX. -A.oP2. 1.5/IZ '�-6LAGK'ror F4T6H, WARP To MFZT EXIST SIJR F- To NORTH -- WIt, 10.6 STEE(. -ruetf , *MG"WALLS -._-__.,.,. I., rz G H F,,1W -W ruyw,, ov i Zxlo ,blsTS e712"o.G. wl PowMhN BGL 181i �1GtbI NIeVB 6sB 2x10z12: GIi0-_`3 �Gl ri-------PREPINIhHEp METAL GaP - - - --PREPII.1WjMF.77 METAL hIIMI-ICE P- MET.tL'HAT' RU�RINo No'EE: Toror AkAI TALK IN *YA l6lK heoA _ _ EXI�J'rl1-� P..iAGI'ToY � 1 I 1 I _ J J r- .-"LI P"BLI TWO L5, 4'z S"x p4"F 7' 4" TYPC.'X"MYWALI.._ -..--. EKIVr GMU WALL j PILA6TtA-, 6UE WALL 1)P, ln'-4"x 7'--0V M4501J KY OPENING �LXI�iT FLd�P+ e.LP-'LPI60'-O" f 6owsT{PUGTION oP ¶ily LLa.XJRE-AmiA-, To 9EGTIe 4 G� I _ ___ZRCa `,iTlli75 .AT 2A°O.G. �II : P3P.AM5� 4,0" T46 Pe4h l�RQOP LINE �.YpNi7 GKlp C� EXI"1rIW, O',MU WALL, GKIV0 11� T l;XI SUNG el GOWc F+ETM VWU GWbS (7? rb NIGH POI NI" 6P ,ToV el".. Io2'-II" V• GENS^tAl: The following structural notes are supplementary and are not intended to supersede the specifi- cations and/or details shown on the drawings. CODlsSc Uniform Building Code (!/. B.C.), 19',6 edition. LIVELOADS: Roof (snow) 25 PSF Wind 20 PSF Floors: Mezzanine 125 PSF Sei.emic 'Lone 3 Earth Pressure 30 pcf equivalent fluid pressure. SOIL & FOI'NDATTON DATA: 1. Soil bearing information and existing foundation data not available for this design. Assumed soil bearing capacity 2000 psf. 2. Extend all footings down to undisturbed soil of the specified strength with a minimum of 1'-4" below adjacent finished grade. 3. Center footings on columns and walls above unless specifically dimensioned otherwise. 4. Compacted fill to be well nraded and granular with not more that 5% passing a 200 sieve. Place in 8-inch loose 'lifts and compact to 95% Modified AASHO density at optimum moisture content. CAST 11 PLACE CONCTETS & PEINFOHCING STEEL: 1. Concrete of following 28 day strength: 2,000 per (5 sack cement/eyd max. 6 gal. water/sack for all structuraleoncrete, including foundations and slabs on grade. Maximum size aggregate 1;". Maximum slump 411. Add Master Builders Pozzolith per Mfr's recommendations to all concrete except footings. 2. ileinfor•cing steel ASTM A-615 grade 4U. Detail, fabricate and place in accordance with the latest edition of A.C.1. "Manual of Standard Practice." Submit shop drawings for approval prior to fabrication. Concrete cover on reinforcing steel(clea.r dimensions): • Ncn-exposed vertical faces-----___-._r__--_- ----- ____�___.�1.. Vertical faces exposed to earth or me the 2.. Bottomoffootings --------- -_-w______________�_�_-___�___.�_�__3/I Slabs on vapor barrier ------ --�______�__,.___�f�- __�__,Y1" from top 4. Lap all field splices 24 diameters with minimum of 12". Bend outer wail & footng bars 12" or use corner bars at all corners and wall intersections. .. Provide 2 Cont. *5 bars in ton of all ext. foundation walls where exposed to view. min. footing rein£. 2 #5 Cont. Dowel foundation walls to footing with y5 x 11-6" long @ 24" •• :.m'ed 6" into footing. No shearkeys required. 5. ReinS'oree corners of all wall and slab opening with sides of 12" or greater with 2 h5 extending 2411 beyond corners into wall on all 4 sides. Provide 1 extra #5 diagonal bar, long 4"-0" at each corner. 7. Provide control joints (Burke Kold Joint) at 30'-O" D.C. max. Locate joints at column lines &. underscore joints. Pour in checkerboard pattern. 8. Vibrate all concrete. Segregation of materials to be prevented. Test cylinders are not re 9. Dowel new concrete to exist.' construction w/5/8" dia. x 1"-6" long plain dowles 0 16" D.C. Drill 6" into existing construction. TIMBER FRAMING: ^ - All Lumoer to be Douglas Fir, graded per Book No. 16 of the West Coast Lumber Inspection Bureau: "No 2" for joists, rafters and light framing, plates, bracing and beams. "Stud" for studs. 2. Comply with latest edition of the N.F.P.A. "National Design Specifications" as modified by the U.P.C. for all structural timber requirements.. Joists and rafters to have 2" thick solid blocking at supports. 4. Spike all laminated members together with 10d nails @ 12" o.c. staggered. Splice lamination at support only. 5. Provide cut washers for all bolts and nuts bearing on wood. 6. All nails shall be common wire nails. 7. Plywood: Mezzanine dock to be 3/4" T&G plywood, panel mark C-D 48/24 APA nailed with 10d nails @ 6" spacing at supported edges. MASONRY: (No special inspection) 1. Hollow masonry units, F'm = 1350 psi. Mortar type S, 1 PC - I- lime putty - 331� sand (UBC 24A) Grout P,000 psi pea gravel concrete (7 sack) 2. Reinforcing steel ASTM A-615, grade 40. 3. Place grout in lifts no higher that 4'-0". 4. Wall reinforcing: 8" wally #5 vert. @ 48" D.C., bond beams with 2 #5 @ 48" o.c. 'Install two bars in corners, wall intersections, wall endings and around openings. Lap vertical steel 18". Use corner bars for outer bars in bond beams. 5. Lintels for clear openings up to 10' to be 16" deep with two #5 bars in bottom, extending 24" beyond opening. 6. Embed all anchor bolts, anchors, ate., in solid grout for full length and depth. 7. Dowel all vert. wall steel to foundation. Min, lup 16 inch. 8. Dowel new walls to existing walls at 16 inch intervals with 5/0" dia. x 1•6" long plain dowels. 'Drill 6" into existing wall. 9. Steel lintels to have min. bearing length of 8 inches. Drill two holes in flanges to let jamb r/f pass through. Weld dowels to top of lintel to match vertical wall r/f. STRUCTURAL STEEL: . T"-T -All steel, except pipe and p rlins shall be ASTM A-36. Purlins shall be w/ F5=80 KSI All bolts A3TM A-307 2. A11 fabrication, erection and detailing in accordance with the latest edition of the "Manual of Steel Construction" of the American Institul of Steel Construction. 3. All welding by certified welders in accordance with the "Welding Handbook" by the American Welding Society. 4. All welds 3/16" min. mntinous fillet welds unless noted otherwise using AWS A5 E70XX electrodes. Weld beam hanger assemblies with continous J". fillet welds an one side of each component. 5. Provide washers and lock washers on bolted connections. 6. All steel not embedded in concrete or masonry to receive one shop coat of an approved primer- paint. Apply two coats of heavy asphaltin paint to all steel exposed to earth. 7. Furnish complete shop drawings prior to fabrication. MISCELLANEOUS: 1. Contractor to verify all dimensions in the field. - 2. Verify size and location of all openings in floor, roof and walls with mechanical and electrical work. 3. Provide temporary bracing as required until all permanent connections and stiffenings have been installed. 4. Pre- fabricated items to be handled and installed per mfr's recommendations. DI�iAWiNG Gl�o�✓5 f��IG� �Y�✓T�M A. A tCGTI6+H-I GLIT o1-1 ZHP.BT 3 WOULD M roPa-ITIFIED THUS' �FGTIOFI PO4TIFIGATIBhI -.r- �DIIFV 1I-I WMVA 1,ea11*1 APPEt"W, -,44M 6, THE 15V�-rIaI4 K5 IGeI.tI"I FIEI'l GFj� SF-GTI1-+4 IF✓ WIPIe_AT10P SHEET F" YYHw, :F.GTIGTr WA9 '1A;KEt•I !� rp O P$I�s RPM/��•¢((: FSS'Ou�pi SH�i 4PPROVED-DAT esak3 .CI-ft OF EBPA G. DEPT 1NSPEC.TOR REC1? v E1y W 2 5'79 CITY OF EDMONO$ MA w mit, wi. .S?Ajr- OF WA,�31-1HKO J M161M-M AY MT7 rtNCr- TUTE-- KETE&U-_..VD, RTION. ENCL05ING._.dALYAGE - YARD ----- ------ _ . Wi .:fir 1"J��$t1 "9�liK'E lid:"IFCTirRIS.L V�I�OD hLATS z b > WOWN WIRE GATE W Rt A IN — _.. _ s �'�'�-- \ ,\ � ` ~ z IIII L I—J— �- ui PWit 7A D kJ 0� �o � � z --- PAUPEFCTY, LEUtS. ,. ..._ Q l w aas� h�Y(CE �c ti� Q o� �a UNE 5 R. 104 �I - - .. • FE'k1G- Nq=1N7tzG•Rl4C .--_ . J. APB 1 � � I T [ON � Ell K FROMATY LINE_:. ..�^— JOB N0. 78-256. DRAWN BY Tlf HECEII'ED CHECKED BYDRW SISAL �" • 201 Z 4 Tf i, . S. W. DATE 11-15 - 7B NOV 1578 SHEET N I'll IF EDMDND$ I PLANNIttG DEW, BY` OF O .0 ��!.Street S.W. 41 7n7- ----r- - 110 IN BASIS OF BEARINGS WASHINGTON STATE HIGHWAY DEPARTMENT SR104-236th STREET SW. TO MERIDIAN AVE. SHEET 3OF 7 SHEETS DATED 342-70 0 z INSTALLE D IRON REBAR WITH CAP 0 -0 244th. Street S.W. Sto SR 99- 0+00 PC i , A 330.94' SNC)HOMISH Ai: 64, S E Not Fouild 0 T--� MAP 3, . 1-27- . 4 N 88-4152W I - .4 --' "— " . I ft 205th. Street KING CO. EYJ41SIT 13 0* AC sn 5 12 IW 0-41 OWNERSHIP" MAP FOR BILL BLUME -VOLKSWAGEN INC" PTN. LOTS 16 AND 17 LAKE:Mc.ALEER 5 ACRE .TRACTS` IN S.W 1/4, SE. 1/4 SEC. 31,T27N.,Rh4E., W.M. SNOHOMISH COUNTY °WaSHINGTON mw, u4we&* a E N G I N E E A'S S U n VEYORS PLAN 4 0 P 324 MAIN 5TREET'BoMoNPIS. WA64TGTON, MAR 1 19.7 '1 Ps. user 6 po� 2 60, STRUCTURAL NOTES GENERAL: The followin structural notes are supplementary and are not intended to supercede the specifi- cations and/or details shown on the drawings. CODES: Uniform Building Code (O,B.C.), 1976 edition. LIVELOADS: Roof (snow) 25 PSF Wind 20 PSF Floors: Mezzanine 125 PSF Seismic Zone 3 Earth Pressure 30 pcf equivalent fluid pressure. SOIL & FOUNDATION DATA; 1. Soil bearing information and existing foundation data not available for this design. Assumed soil bearing capacity 2000 psf. 2. Extend all footings down to undisturbed soil of the specified strength with a minimum of 1'-41, below adjacent finished grade. 3. Center footings on columns and walls above unless specifically dimensioned otherwise. 4. Compacted fill to be well graded and granular with not more that 5% passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% Modified AASHO density at optimum moisture content. CAST. IN PLACE COWMISTE & REINFORCING STEEL: 1. Concrote of following 28 day strength: 2,000 psi (5 sack cement/cyd max. 6 gal. water/sack for all structural mnorete, including foundations and slabs on grade. Maximum size aggregate 1*". Maximum slump 411. Add Master Builders Pozzolith per Mfr's recommendations to all concreteexceptfootings. 2. Reinforcing steel ASTM A-615 grade 40. Detail, fabricate and place in accordance with the latest edition of A.C.I. "Manual of Standard Practice." Submit shop drawings for approval prior•.,to fabrication. 3. Conorsto cover on reinforcing steel(clear dimensions): Nop-g4rVosed vertical faced- Vertical faces exposed to earth orweather------------ -��2" Bottom...of footings-____-3" Slabs on vapor barrier--- -- -1" from top 4. Lap all field splices 24 diameters with minimum of 12". Bend outer wall & footing bars 1211 or uselcarner bars at all corners and wall intersections. 5. Provide 2 'eont. #5 bars in top of all ext. foundation walls where exposed to view. Min. footi,g-reinf. 2 #5 Cont. Dowd foundation walls to footing with #5 x 1•-E" long @ 24" 0.0. _Embed 6" into footing. No shearkeys required. 6. Reinfored corners of all wall and slab opening with sides of 12" or greater with 2 #5 extending 24" beyond corners into wall on all 4 sides. Provide 1 extra #5 diagonal bar, long 4"-0" at each corner. 7. Provide control joints (Burke Kold Joint) at 301-0" 0.0. max. Locate joints at column lines & underscore joints. Pour in checkerboard pattern. 8. Vibrate all concrete. Segregation of materials to be prevented. Test cylinders are not re 9. Dowelnowconcrete to exist. construction w/5/8" dia. x 1"-6" long plain dowles @ 16" o.c. Drill 6" into existing construction. TIMBER FRAMING• "--T: All lumber to be Douglas Fir, graded per -Book No. 16 of the West Coast Lumber Inspection Bureau: "No 2" for joists, rafters and Sight framing, plates, bracing and beams. "Stud" for etude. 2. Complywithlatest edition of the N.F.P.A. "National Design Specifications" as modified by the U.B.C.-£or all structural timber requirements. 3. Joints and rafters to have 2" thick solid blocking at supports. 4. Spike all laminated members together with 10d nails @ 12" o.c. staggered. Splieelamination at support only. 5. Provide out washers for all bolts and nuts bearing on wood. 6. All nails shall be common wire nails. 7. Plywood: -Mezzanine deck to be 3/4" T&G plywood, panel mark C-D 48/24 APA nailed with 10d nails @ 6" spacing at supported edges. MASONRY: (No special inspection) 1. Hollowmasonryunits, F'm = 1350 psi. Mortar type S, 1 PC - J lime putty - 3J sand (UBC 24A) Grout'2,4300 psi pea gravel concrete (7 sack) 2. Reinfdroiag steel ASTM A-615v grade 40. 3• l'lace,grOuts in lifts no higher that 40-0". 4. Wall reinforcing: 8" wall',- #5 vert. @ 48" o.c., bond beams with 2 #5 @ 48" o.c. Install two b%rs'in corners, walli intersections, wall endings .and around openings. Lap vertical steel^t$11. Use corner bars for outer bare in bond beams. 5. Lintele for clear openings up to 1OF to be 16" deep with two #5 bars in bottom, extending 24" bsyend opening. 6. Embed a17,anohor bolts anchors, eto., in solid grout for full length and depth. 7. Dowel all Vert. wall seel to foundation. Min. lap 16 inch. 8. Dc' new walla to existing walls at 16 inch intervals with 5/8" dia. x 116" long plain doweles, Drill 6" into existing wall. 9. Ste ef lintels to have min. bearing length of 8 inches. Drill two holes in flanges to let jamb;,r(P-pass through. Weld dowels to top of lintel to match vertical wall r/f. STRUCTURAL -4STEEL: . All steel, except pipe and purlins shall be ASTM A-36. Purlins shall be w/ FY=80 %SI All bolts ASTM A-307 2. All fabrication, erection and detailing in accordance with the latest edition of the "Manual of Steel Construction" of the American Institub of Steel Construction. 3. All welding by certified welders in accordance with the "Welding Handbook" by the American Welding Society. 4. All welds 3/16" min.continous fillet welds unless noted otherwise using AWS A5 E70XX electrodes. Weld beam hanger assemblies with continous }" fillet welds on one side of each. component. 5. Provi.de washers and lock washers on bolted connections. 6. All steel not embedded in concrete or masonry to receive one shop coat of an approved primer paint, Apply two oonts of heavy asphaltic paint to all steal exposed to earth. 7. Famish complete shop drawings prior to fabrication. MISCELLANEOUS: i. Contractor to verify all dimensions in the field. 2. Verif�'sizs and location of all openings in floor, roof and walls with mechanical and aleaVlbal work. 3. Provi,3e temporary bracing as required until all permanent connections and stiffenings have been`:14istalled. 4: Pre-fhbricated items to be handled and installed per mfr's recommendations..