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7330 SW LANDMARK LANE-3 • v TIGARD DESIGN REVIEW , t May 4 , 1978 Tigard City Hall 0' 12420 S . W . Alain St . - Tigard , Oregon Site Design Review 54-77 Sabre Warehouse Applicant : Sabre Construction Company Request : For site plan and architect review of a 14 , 700 square foot office warehouse . Site Location : The north corner of S . W . Landmark Lane and S . W . 72nd Avenue ( Wash . Co . Tax Map 2S1 12A , Lot 600 ) . Site Designation : The site is zoned "M-2 General. Industrial " and designated Heavy Industrial in Neighborhood Plan #5 . Site Description : The site is flat , with poor drainage conditions along the rear lot line . The area is in - natural grass cover with no significant vegetation . Proposed Use : The applicant has not acquired a tenant as of this date . Any use would have to conform to the M-2 zone . Reguired Parking Warehouse - 90 x 150 ; 1000 = 13 . 5 Office - 1200 square feet = 350 = 3 . 4 16 . 9 17 parking spaces Previous Action : MLP 13-76 - On December 21 , 1976 , the Tigard Planning Commission approved a minor land partition :ro:c three ( 3 ) lots ( one of whish is the site in question ) . Site Plan & Architect Review : The proposed building is rectangular in shape with attached offices on the east ,side of the building , r AW �, rc , . : t . .� IfIIY111IIII ljll•IIIIII (III �IIIIII IIIII III •� NOTE : I F TH IS MICROFILMED :::�. �— 4 5 $ 7 9 0 12 DRAWING IS LESS CLEAR THAN -�� u -- I THIS NOTICE, IT IS DUE TO i ! THE QUALITY OF Tlf ORIGINAL DRAWING. —f:._. - - — - -- — - - -- --... - - ---- 0C bZ 82 LZ 97; SZ tiZ EZ ZZ 13 ~- 0 Z 6t _Y QI LI 91 SI 41 EI ZI 11 01 6 6 L S S b E ZAY ��II ��1��1��I��I��I��I��I��Init��:�+� !�.�lM��iili.�u�i�atull��►��11u.��al�u��l�l _ If�ttl�lul�ll�l��l�lttt��u�� --I 221 1 990r ' --- - ,r,... _._,,ifu.•,• .., a ........_..r....._._.__._.... .._._.. ,.....,.,.:..,re:: .. ...+r111grAragq + ..... - - .. __._ ..,.o/. � "i..,, .� ; MWAROMMMMO -rte •_:.--,....-.-.-..,,..-r..�.. .. ,... -7nw.�..�--• -. ^"ply,w.."'^r'+""c �'wh..'^_..._..-. .. _ ..... _...._.......,,_.___... r ti TIGARD DESIGN REVIEW May 4 , 1978 SDR 54-77 Page 2 The design and material ( concrete , butler rib siding b -onze tone ) are compatible with surrounding industrial bri- ldings , because of the structure visibility from S . W . 72nd all mechanical equipment on the roof should be screened . The sitQ plan specified joint access and maneuvering roorr, with the lotto the west . A cross-easement agreement for the joint access has been submitted . This approach has enabled a large percentage of the area to be maintained in landscaping which helps to soften the impact of the building and loading areas . It should be noted that the setback requirements for this building have been varied up to 20% . As per 18 . 58 . 070( a ) "yards required by the underlying zone district may be varied up to 20% provided said variation is demonstrated to result in a superior design in the public interest or relates to a practical difficul- ty associated with the natural character of the site . " During the subdivision of this land an unusually large amount of _land was dedicated to the public to provide for the realignment of S . W . 72nd . Because of this dedication the east property line is curved , resulting in difficulty of building placement without minor encroachment into setback areas . Since the public was served by the dedication and a hardship now exists for the property owner these minor variations were permitted . Southwest Landmark Lane is in acceptable condition and has sufficient right-of-way , however a sidewalk should be installed , the width and location to match that existing on Landmark Lane . Staff Recommendations : Staff recommends approval subject to the following conditions : 1 . That mechanical equipment on the roof be screened . 2 . That a sidewalk be installed along S . W . Landmark Lane . Yhard Bolen Planning Director i .+rn.:., ..- "..,•.,lEjiP"+'-,r. r,.M .... —•- ./r'!�' ..:. aa,'Ir.+n,ei)wwr•_, '� "�+—. - __ ...—. � I � � � i ►� ele �lelele � il � � i �l� ele e1e � 1111111 � 1 � 1 1 � e � 1f111 �1 � i � ( 1'j1r1�1 1 � 111 � I oIIII � I I11 � 1 � 1 1 � 1 Ike tll I � 1 lel I � 1 I � 1 eke eli e e i i il � � + � e i t 1 e e i 1 e i i i � I I � i1 � 1� � ISI � NOTE : IF THIS MICROFILMED f - 23 4 5 DRAWING IS LESS CLEAR THAN Z THIS NOTICE, IT IS DUE TO ` THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z 1Z _-9Z SZ VZ EZ ZZ IZ 02 61 91 LI 91 SI ff EI 21 1 I 01 6 6 L 9 S b E Z 1 MUiDN MAY 221 �►ellllleleeee�eeeelieii�i��I��i��eleee�11111y1�,111�i11�1�1�11��.,��„11.�;!t��llll,�l11.U,�,�1111�I1tl,�U!llltl�lti�llll�Ull�Illll�fi'��M1�f1�1�Hll�lhttifil�lllitllliUll � I. , � • w iw�� lllil�llll�llll�I111 � A —..,_.•� _,,,.,.w;..... •—• — -tip ....W. ...._.___ ,• � ___rr___.. , 1. .i1 11 m.,- F Iw. ht ..i ,, f. ..91 . ,.iF r f'MI.>• .( .'Alr .. j.,.h. . 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CONTRACTORS & SUB-COHTRAC 3 s { '" CITY BUS LL INESS LICENSE EU� %AR�! CITY PER' i_ �RIi�R TO PERFORMING SERVICES. '\ `, rr< Ir'� t .. ,r�.' '�I M"..� '�• 1 1' '1. �, J� �f �rP1•", v Y 1 , ' �v, - � � Y 4� n •� 117 ✓ s, : J t4. f, M Y r. +,\ i'��' ,q�-� �`�• ° A�� '�,� ��- r •`,� AP�NROVEDrYC3R CONSTRICTION 1, OF TIG�IRC ° 'r �f•a`*� `�•y �' n J ° .y Vis' � � 0 _4/1,/� sl-iE aDDREss13 p�y LE "^ •''' ''' n T fF ��1�;`I��''r `;JTI 'r T' �,�• Z•.r y :.••s•i�1,+ r�� r � � �� Y�I i \\ - 'M•' r 1'�. ,j,A` �f ��' 1�•T »1 . •1 ' 'f ` � r' {' .I "•� ��, '� .•„a^a Vg1M J,/ .- 4=.$ .•1(1j f 1'j 1 /''� ,a yy� �p� 4; 1 Opp r -;�- ,`y.Y`�'' 1 �r�.dot,:., ►,,(( b:.,..,� � ' 1&.4N .'./'TW.r� ' a x�`•f"•-�'�'.�a_ � ��>•Y,�3"�`I' ! ' �1'rt��,�'+ '° " �tl '- ` '`r 1 eM Y•►w+a' �ti'ii �t ' \ r �'t�• R(M ^.. k*I` . 'Mt �,�' , ti '�i,i*/�' r r � J ...%1 1, �rll'•r.+. , � �,�'.. 1-4 • L,Ir'1f1;� ^�1+$` �+� - > 1, rai Irl-'.. 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M� ,'•'�f �Y`,.rt I' , ,�`�I � I� ' • ( ., * 1 r f ---, - Gr. Z4� 1 �D. �1 ty, 21P sad!,t 0. 1 -4 CO KC. 51 V1!WA L bI. T _____ ,30 w I DTH zo wl vrw : CONC11IF- --rM j,]F rv'9KWAV FROM 1 : ✓ { R• Tn RL- ('TNI ,A�� TCS ' CA- Y of -r t 6A W M "m•'T'Lr. �_ AV F . Ilk- OF. DRAWING U7. LE,- ��p� . New e;AJ1L t 1NC, _..�.._ .� ' I .� I. SITE PLAN • ,- FLOOR PLAN . GZNfERAL- 75� F' ROOF AM I N .fa PLAN G. Fa U N DAT 10 N PL. ,,!!j� N 4-4-78 5het�r i • N�aFwr►',I� �p�-�� 1.i��'-1"E �� `7 FOU N DAT 10 N DE TA! ►._S AE\„s�� -g� 5r� r .. 7 �CG J1 `JST Z • L_. &UIL rX. CTC) V C O• yTF-U - UF^L LINE - �.,.. ' GENERAL CONTRACTORS 1W L AN � BUTLER METAL BIUILONGS 1225 S VL DONITA ROAD PORTLAND , OREGON F I C.H , �.� I �• �.., PFt,-JNE • 639-4141 ZIP 97223 PPWI ECT FOR T- 0NOOK&I ftv VVA R-,E M 0 U E ' _- --- �- A N LIMA Vic. K L A. N m AS .rwt40 tN -r' I G A fid. D f Q 1�.>� �, Ca►h�i 7--111 - Cwillo11NINf3 - TITL.E • i `t" F ULAN g Ul I h C2f, INC ---1000 r! C(FARPgINT • ., . . 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L�I NG2�t^1 UNI 7•5 = C'R'P1 C.,�,L� t�dT`roM I ria mom tv to 1 sr, F-1 PAC VENT'S 44711`-JrcuV-L- 4�^DL.e T•IM w I -- C7.) . t I CXZ%,. NN( GATE AEv SIGN BY ,� z,� ► i _. ,.._ �. , SABRE CONSTRUCTION CO. __ CONTRACTOFiS • ..:.�, ___�_.---- •� -..._._. __._...�..._�........._..__ — _._._.-__----•,-- --- - ----- ---_ ----- _w_____._ _ _�_ _. _....__--_..-----�...,�_ - BUTLER META ,. G L L BUILDINGS t E I tdx ICS •I P7225 HONES 6 BONIQTA ROAO PORTLAND , OREGON ZIP 97223 + f PRO.JEC;T FOR �i Sv E:) rI l^,JA , L t V�71 '✓ N v E Imo. '�'1 CJR4NING TITLE X0 JOMiV R. LOW � - � G � .� . . .�.ov^ �. 17 2 - / ck . rreo m w /(v #Na W.1AALv VA'LX') cw 0- 120 C71F. INC -1000 H CLEARPRINT NOTE: l F THIS MICROFIL �I�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIII�III�IIIIIIIIh 4 5 6 7 A e 10 I I 12 MED �...r..:..��_�. DRAWING IS LESS CLEAR THAN --- - THIS NOTICE, IT IS DUE TO THE QUALITY OF TSF' ORIGINAL DRAWING. - _-- -- _- OE 6z ez ct 9Z�w Sz 1rZ ez — .11 . 0Z sI el LI 91 .SII 'l c l 21 11 0I-1---t 6 6 Ic•.-.1-- 9 Is-.--'---.IIII, ----Ie-- Iz- I ,rulunlnl II uI I Innli m(Inllnullul�m111111IIIIIII111II111I1111�111I1�jl!I��IIltI1111II1JI19IIIIIlI1111IlUtIUllllltdllll�lltlt1111ItNIIIIIIIIIII�IIIIIIIIIIIIII1111W11lIWII)11�>�IIll�L11�IW�1lUlIllJ1111111111JJ1111111�11U11WIlUlllllllllll 2 , ' MAY ' . pl .� _ 4 311990 -- 261 c; rr If _ ► 3, Im &�If W/k Q1i�TA4 It,Iw4ibn WA i-i l� ea F wA l 1. p& e- , 3 ED6E', OF- �'UC,�F v rlr ;.L r►GN 'O/IA I , BUILDING CODL t FO N ngON 1. I I BuildingSize: New Office Addition: ! 10(.. 1 � ft New Warehouse : 13 500 f t 2 d?� TOTAL New Addition: 14,700 ft Occupancy: � � L C Fire Zone: Construction Tyke: in , GENERAL NOTES; 1 . Design LqadinL -� Roof Snow Load: 2") PSF Al" Wind Load: 20 PSF O _n Seismic Zone 2. 1 ?. � I I General ►n I All construction and materials shall be in accordance with the i Uniform Building Code, 1973 edition, Oregon. Engineer is not responsible for on-site supervision unless specifically retained. ' I ' Foundations (D (� I Assumed allowable soil bearing pressure: 2JO0 PSF Footings to rest on firm original undisturoed soil at minirrrum depth indicated on plans. Report to the Engineer any unusual condition enco. .►tered for. Lf) Q the bearing soil prior to placing concrete. 4. Cgaratc Minimum compressive strength to be 3000 psi at 28 day. Proportioning, placing and curing to be as per ACI Codes and Standards. Reinforcing: All ASTM A-615 grade 40. V 'TYPIc�a� ContinilUL:s reinforcing bars to be lapped minimurr, 30 diameter. Welded wire mesh: ASTM A-185, Wire: ASTM A-82. u'I ' �y Str4cttiral and Misc411aneo•us Steel A. Pre-engineered Metal Building: j es a To be s designed, detailed and manufact• red b ` � , Sn y Butler W YP, Manufacturing Co. , Kansas City, MO. Refer to engineering a , FIN FLODF: E-Ev data prepared by the Manufacturer. .r Anchor Bolts: To be ASTM A-307. U ( C. Other Structural Steel: �J All .materials to be ASTM A-36 I ! } Fabrication and detailing its per AISC Standards per latest edits oii. ------ {...----.- -_.._. .• _ .., __,..._.__ _.. _-._.___. .y_ _________ Welding by AWS Certified Welders. Use E 70XX electrodes. All bolting A-307 . !r3 _ w M 1 _ _ i :gum r Zx+ FWKIRINCa ' 6. Wood Framing I l I� i I ® 0F F I C E � 't Sawn Members: Douglas Fir minimum grade as shows; on plans. 15.E x 15� !!S.M.G. �-r Glu.lam Members: Douglas Fir FB -� 2400pai. �cn 1 ( ! j �-r�►wAu� -1 1 n accordance I Nailing: I ord nce with UBC Chapter 25 \ 13uTcs l ' All wood in •contact with masonry and within 12" of. Grade s+gall w } ji I :)eMOLJN 'TA HI. ; i be preservative treated. FA,KT,T1t,N { ' d 1_� _�•, 11 Plywood: Grade as shown on ?lans, all panels to beer DFPA grade-- trademark. All pl-ywood nailing to be in accordance with, miriltriv requirements of UBC Chapter 25 unless shown other%ise. 1 I I 1 F F I C al 1 O ? ` Framing Anchors: To be "Simpson Strong Tie", or equivalent . A11. 1 Ip.- substitutions to he approved h the (1 �_ X I P Y Engineer. rJa� STUD W ��.. Go✓.., o i I,- N � alwO S x CON G• rzEcrspTiON Lo6c] - i 82 X74 N. M. It�►Mr ; , � _. . _ .. 1/('/x•4/" � _._..__ __—__ -_-_--- --- --_ _ _._..___.._ _._._ kR3 -6 4, - -- 10 x tI-o+° � .r q\/) _- ;""` r ; L T4�� - 'RE,I,CC:.I TeD , t ZN`P C,-NOWA WALL,, �t�K ►IT... OF�. UGx'1Fa�I j I I' (.: r, Mrs DATE AEV,90P1 1 M '� R� SABRE CONSTRUCTION CO. I r � GENERAL CON-TRACTORS I # BUTLER METAL_ BUILC7INGS e-- ) t , ' _ �'► ---- 7225 5 I P .W E30"TA RGAU a O / ( , V • HONE _ 639-4141 OREGON zx.+ FuK.R1w No `, ZIP 97223 7G L� a 'T nL 13yY ` n . �J'a17 � c:O. 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GEf-RAL C.X)INTRACTORS BUTLER METAL BUILDINGS 7225 S.VV BONITA ROAD PORTL•ANO , OREGON PHONE : 639-4141 ZIP 97223 I*O.JECT FOR GI4ECKE6 Ry .ALE— til�'•JN� ��."�°�� , �'�' it 1��1 CX 4JVING TITLE «0A.) a` � COF. NC 1000 H rLEAPPAINT M A PF ,.9LJ t . y'*M• � � ;� . " 1 I I ► 1 1 � I I l I r l 1 1 1 1 1 1 1 1 1 1 1 � � I I 1 1 1 I I 1 1 1 1 1 1 1 1 I I I I I t 1 1 1 1;I I I I I I I I I 1 1 1 1 1 1 1 I t l l t l l III 1 1 1 1 1 1 I f l l t l l l l l t 1 1 1 1 ,. � :r""'""^. •r_ `� � } � .. .,. iIIIII �iIIIfII � IIIII � IIIIIIfIl � llfllll ( I � IIIIIIII'. � IIIIIIIIIII � IIIIIIIIIi IIIIIIIIIIIIIIIII � I ) �d �• 2 3 6 NOTE; if THIS MICROFILMED � i.. ( .. � 4 5 7- - DRAW:NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TiE ORIGINAL DRAWING. 0E 62 92 L2 92 92 110,2 E2 22 12 0? 61 81-1 SLI 91 5I t'I EI a 11 01 6 9 L 9 9 11 E Z 131.k,. I►nlnnIto llIII till III uuluul+1.Ilu1►ImtI11t1I1111I1111INIlIN11st111�lyllll!}bINIlINI1N{Iu11�11f1I1H{IILUNIlIINUI11ffI1NIIUlIi►It�11111U1tI1ttllttt1I1111I1111�111�1111IIH1Illllu111�Ij11�WuW1111�11i1WllhillllU111L'1LIll1lLILIlI11llI111{IWIIIII► M.AY 1990—lift ...... • - „ }r '1!t;IK9••, •rn� ..+r-ni;FM'.��,rr. i•n, -•2� , aF.xfjl l','�.I r+�• � 4 n �,��'+�,,� tl �y a ,rn. ,. y'�4: !. ''ry`.�yy,r� M• * t�x> ,',.. .!�'.i,y,i+'i'1�, t v 9,11 A " 'f't ,}''�a L an 1. 1' , ',t =1 .r. � ,e a� •4 ,R.-._' �yyi, 'p`l:' :�Ir. 't :+. .t.,.t. "�i' '' •.i i. t r,r ', it a bi�, Y u . ! �_ ^�''� . y �' l 1 I x I > , t y rte,, 1 ' � '. /. -.•r^, .rte•.•_wr,r,r.,,• r . 1 � `Kf� S I�� Coh rbl Ii Nfl !%W OATE t REVISION 'Fa SABRECONSTFRLtCiTION CO. GENERAL CONTRACTURS BUTLER METAL BUILOINGS 722°•,:9 S.VV EIC"TA ROAO PORTLAND , OREGCrP PI'•10NE • 639-414'1 21P 9.7223 01PIC1,JECT FOR LAN r)IONZAL LR4A Ntk� S1�A+R� ,O►�e ti 7 la!'11 LDR^NNI NIG TITLE C!. 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G F N t;__F A,t_. ` P BY �T _�- IT � _._.�,_.__ _._•_DATE,,?'•_ 4. SECTION 5. ROOF' FRAMIK4 PljkN • � MI.iA• 1 0 `V t'-A UAT ION 'PL A N �0�� O� 4.. ..._.�,,... - -..r.r ..._...r... ..... ., ,..,,,,q,,.1,...,...,.M....•. 1 ' I 1 . M I Lr_>I N�cs �p F^"L LI. L.- 'r401 Y -� __ SABRE 1ClN CO. Z . ^LL I�iUI 1...�i NaG� ��rI..�N,l„y h� �� h'�+O"F . ,� II.JC�tµ7 '� ��-'Ic�..; � ,,. P., 'drI'F_I_1c--rUP.^l. LINGs-S C * _ �� - �( .r►,r'`''��"r+� '''t�� .ilc_� *a^, I GERIEIA1_ CCP-4TRACTORS `•,,� - } BUTLEn NlETAL E3lJILDING e� .6� ?2�.� '� l3c3Ntrn Iur>U P'd:JRTLANo oF4ewtj 1t�t°.i!•. �� 1.. A �� 2fs1,�'� r"`�CJNE 6"30 4141 ZIP ryy,�I' CF C�aWfV ill• t 1C T 9=("1 {....'�►1•.I Y Y •' /��IX''' / ,) - `j+"-R''� ( �I r 'ti�Jl ��•Y bI' F ?i y ♦ �P'.X'IK7 y • r ► so__-� l 4 T AN%N111) 'f tf �r /l,w l M�'tit�►../.'�L7:K. �.Y�''l.r�• 1 I l+,J�,`,��.� ,/,1��"�,�4�� 6. r FEB 61980 Mum �. r�r� .r•„yi.r.� Ir...r•rrrrrn•I�flni.iYrr....•r•r��r..��..�F...r.r.r�l�r�ri�...rr...w.�.�.. _...,.,r.........__—.........,w�r.�r...r--,•-•..••---.. +.nas.r�,�,� CIF INC 1900 I+ CIE�AVR Nt 1 �"" •� rr•r..� .. ... .»..«- ... , .IN ..�. 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P�,Nt-..L Tom' EKIST Toi.L.isl�� '"i� �•!` ,,/ ..� ob . / 2� �sit', // .,�• �'�'�-`��'� _. _ .. _ ._ '�� ©" ______.____-�___ _....._.._._._. .._._._____.�.._____.._.__......_.. .___.�__._______. • r --- - - - _ Ae-. . _ f n SABRE CONSTRUCTION CO. i 6 pR I _ _�. - - _ RAL C01`•JT TORS Gf-I�k- � .--- ____ _.._._...._..�. ____._. _._ ___....._..._._. ....�.___._.•.. _._......,;.__;:.__ __ L �� PR�F BUTLER METAL_ _ I fV S i �\ FSf- U L.[OI G, I 'x10"!'x1•L#� ( �� C,INEF /l� 722Gi E; VV faf)NIT.A F7C�taCJ T {� t PHONE 639 el 141 �'' LAND , cEt30N �I ZIP 9722; t (-tv !J- 4. �,%K PROJECT FOR --- _._« _.. __ .___•__ ..... rod C'$'F Ep ��w." C,.'�.. ✓ I �+ .r• / -- - —��_�_.__— �7,y-7�'�M�t) L�''�✓'+AS►li.f„ j..A'+j� '�"��,Arer,; , .-1R��aH��, TE t 1L 1�w�// I �1 - -----. .. - V�J4..1 1�2-1 IV SING T I TLE JOHN A. LOW Ns' ,, / •� ', ,/�,, U ..-� •Q� roONSULttN® NNSINsara1111, INC. 17ec) w w �ICYI r.l! �rxi.e•�Ar� _ . `'f'*'` Allin `OW(." wFEB 61980 C?f IN( 90 r. i:LFAPRgiN? ��[ykjlM� �,b� p.. _ -7,w 'IIIIIII111111111IIII111111111111�111111111IIIIII�ilililililililill11111111�111111,111�11i1111�i11i ,�;• .. -- •- ,k _ -- ... NOTE: IF THIS MICROFILMED .rr:�.�(�... 3 4 5 6 7 ® 9 I Ii I 12 DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 9? SZ tiZ EZ U' 1, 12 oZ 9f 61 LII 91 SII VII E! 21 11 01 X5 9 � c 9 s b E Z! I met ow ►nIIIIIIIIIIIIIIIII��II�i�iI�u11�1111111►�In1111111nn11u1111N111NN1UIlu1N11�pJullu� �IIm11u��u�111111nU11u11u1;lllrilull111_►+n;rlflt1111n11wF1u11111111u1111n�!{ulllllhtll�ull�lJlllWl111l in" � �wluu�lUlwl�lll�hIWI�11ItwIIIH ; MA ; 311990 -. '�' -"-- -----•�rrr+...� -.wry-.. � �,. ..r 9� i �•.R, LO � '1U-U I'� '� `1 10 ✓�. 251 0if �3 ,+� ! '~�,�" `'•.ti 'SIM• 6Ln �"'� �' TAIti►r.. W LL '' � • E►JD of WA 1.4, , -�.� z A t �, � LI_: of u 00F r.. „ 8L_ 1LDING CM& QFO ATXpN " � �.; Atailding Silts New Office Addition: 10200 ft:? I TOTAL 156+ .t>r li'A OO ftZ i , '•� _. _ .__ . J I Occ;ipancy t 61& Le e _ Fire. 'Zone: ?i L2 t' X I Go `' i 4 -n" 2 �._-'+b •-'l ��' Co i.s t ruc t i on 71),'pe: �� ?,q�` Ar?r: -'Sty. F-4,#" 'a' F�,A 4�''. !•►.+J'L.C� N o +i. D4�Crc. sig I GENERAL NO11S: d De s iAI. Load ii,:- c Roof Snow Load: 25 PSF >�►� _ wind Load: 20 PSF r o I Seismic Zone 7 . �0 --_... __._ 3`'x;7• r1/1� ! I Ge n_ e l �. In. All construction and materials shall be in accordance with the \ } 1'' Uniform Building Code, 197(-r edition, Oregon. Engineer is not responsible for on-pita supervision unless i O ` I I -- !fit- 'T� -'�+'r specificallyretained. �!1 3. Fo„MWations a, _ �._ �,� , ! ¢T:-- Assumed allowable soil bearing pressure : 1000 PSF .I t.l� �;a ~' Footin s to rest on firm original. undisturbed soil at mininnun 1 I �JU I I -M~� �.�v depth indicated on lana. �� I _....... _. .- .. .... �._ p Lt.jMG� pvt [ Report to the Engineer any unusual condition encountered for 00e lP it---- -_ ___ _-_.� the bearing soil prior to placing concrete. I O"I� t.� -� 4 Concrete a t Minimum cowresesive strength to lie 300.0 psi at 1E, day. 111 ! � TS cvL. __ ___ M Proportioning, placing and curie to`b I P 8 K e as per ACI Codes and i a4 M Standards. I 4 � Reinforcing: All. ASTM A-()1 i grade 40. * Continuous teir.fcrcing bars to be lapped minianxr, 30 diameter. (6) 60 1'T W4 0 Welded wir mesh: ASTM A-185, Wire: ASTM A-82. ty ,� ,r I St�l and Mi.scellaraeous Steel I • j A. Pre-engineered Metal Building: , � / ._Yv A �. E H Q U ,. 'To be as designed, detailed and manufactured by Butler �Y"� Mrenufacturing Co. , Kens-as City, KJ. Refer to engineering FIN. P goo R E��v i Dtr - ie �'� , � sift _ ��, data prepared b the Manufacturer. fi �. :.D►JG. GRADS _ t, p 3 J I b p 'T `'- B. -- $ 1.1 LJ ;' ✓z ». B A:ichor Bolts: �� Gt;'�' +.;C.w +_ti-�4 •. - -- _ �y � � : a� To be ASTM A-3CVo- HT �J' �,.,. �varz a*�, � a,�i4,•-+,�t� � I � -I C. Other Stractural ,feel: I tQ"�¢ materials to Rets ��+i�•. ..� {; •�1.. *._..._... :: :::�:.:�_• .-�:t _ `.•�;�„ _.,_ �.�.�.. �..__�.:,.--�:: T'.-•� - --�. ulu �e ASTM A-36. , ll �,� d All. teri. Fabrication and def il'n 1 � �+w)r.� ►. � �!!�. �•• - a i g a>s per AISC Standards pFx� latest edition. (� t N4N Aese> t __ _Y_._ -'N'=• !��r fAl t: ,;r.� ilTelding ysy AWS Cer -4fied Welders. Use E 70XX electrodes. ! '• f4 tom. ' #. _-. _. �Rn �, All *oohing A-3�7. A) 0 J. 90 A 4r Iry✓E T rg rc� . ,t""""' I G. Wood FLaiTting IL ; ► SawnMembe-!:s: Douglas Fir minim= grade as shown orplens.lift . x I!3 Glulam MF.mlers: Douglas Fir FB - 1.4 00 /�,L.L. �..�.. . . �11r.raw . I Wailing: 1,, accordance with UBC Chapteri2'► 2!5i i + 1 All wood in contact with masonry and within 12" of Grade shall ` be preservative treated. Plywrwd: Grade as shcwn on plans, all panels to pear DFPA grade-- I ° tradeiIok. All plywood nailing to be in. accordance with minimum requirements of UAC Chapter 25 lxUess shown otherwise. f I C P [L6LFramingAnchors � � a ' , �.� to be "Simpson Strong Tie", or Equivalent. A11 t �, f -- ._� ♦ y` I� ., xIp" ,,�/ V substitutions tose approved by the Engineer. F 'I�F'i,^,lam. j I I �TUt� WALL- I '�. _. : � __.__..... .._.._-.... . .. _ �• s 1c y ' .,� _ , 4 tl ; ,tip •�, � � c _ _ .. IR u' grow.Gye., �4n W_ C E P T I O I! h@ 1 1O� X oldx _ .....__...�....r.�. _..r.... 44 Dowz � ; � I --- - .- ._ -..__ -----••------ ._.. ._ _ _. PO4" MT. C6 . DOOR.( �, . I '..� � �.. 4, '� ( nn.: C7a rF aevl9l3v ....—..`._. .. _ r ' ._ � �-•- v I _ I, =� 1 SABRE ..� Rl,.1CT�ON CO. i ° > ° �, h1 r J I ~� GENERAL C ONTRACTORS ! c - * - - �► .. - - _ ... __ ._.. .. . _ ..a ..._ _ ., .._.__. _.. .._�. . _._.._ __ �� ; ��.D PROF,,(( SJTLE R METAL BUIL DING S S.VV SL"TA ROAC7 F, t r>InTI_AN�7 "�EGC7h! F' JE_ 6:35-4141 ZIP 9"722:3 DY 4 G .r1 .01 f�'. i , ".?' ,.,Ik'_Ga'L I:�RC3.JF(-T FC7F� WY � -_ _.__ - - vyN K `0� yeti;= ;'-o� .,.,+ .�;:�.�,.�k �. ..�•� � C1 VI1oVING TITLE - JOHN R. LOW 'ria Noll - pi• �►I •••�+r�+�'�' il�� 4 1� �� w �K�.� * W.0 �, � C "� % FEB 6 �N. 1- � _,.._ F1980 f'r QF ism �l NMI . . . ,i ..a.,._.,..,.._ - . ' ir1 t l 111 111 •t l 1 1 1 1 1A I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( !1 1 '�• .. . " '" -- . ">-. � ' --•-__ ._,.,,._.. -� �. _,. .. 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