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7440 SW BONITA ROAD-9 'a 1 r.. r 1 "Ki ••t. • C1 ti My o, 19'7 2 Kr . Robert7 , Hill City of Tiglard Tigard, Oregon 9'7 'a Dear Kr . Hi I l We thank you f:.or youCwall em us lost Thursday and your help in 4 r:�.vi.ng ,>ur Nutual problaew,s . Regarding tine .r cw ? on of aur ai.r consprossor ,, ve will have 11t i•:wowad and by June 15th. Regarding the paving, we are in thr process of getting price,s on paving and will proceed inned1vtoly on getting this dors• „ When we ha v* a definite plot, plan of they paving we will send you a copy for your file . We are writing to the Water District and enclose a copy of our letter . Regarding tho, moving :• o&- rermoving of the 3,0 x 60 steel blai. ld- ing : as you know we are its thl, E :ocess of relocaltzing our die casting equipownt to our n4t ,,.' building , however we are in a difficult positron as to tt-o moving of this building . Reviewi Rig the al tuetf ori on tnia original building , are pur- chA_ sed ,t:he property with the understanding that f is five rie t uatk from the ad iolnirg " Industrially zoned pr.. p- ertj,-, to the South wa.,-,A n{.-#i-conforminq by 15 feet . Since t.ha t " ime wine were requested by► Washington County to deed a 1 5 foot s t t:1, p rt-, Bonita for, road purposes . Now , we are faced with losing large chugk of our usable land because of the proposeel s*wer line . j The ne -t of act of these losses of usable property is to i greatly decrease the utility of the site . on this basis , it is our intention to ask. the Planning Commission for a permanent variance . If you have the opportunity ,� Y pp y , we would appreciate your Informally discussing this situation with the otl-ier interested pay: ties in the City Administration . M It is desire to be good members of the community and have ;-ir• ,Ittractive facility which will be a visual and eco- ncmi c' ,. - edit to the community . h Verb lw.riily yours , Ci George A . Loured i (OREOC)N. IDAHO. MONTANA AND NOWTH OF FIRI"NO CALIFORNIA DIAL TOv-L FRCS (000) 4310-41701 GAL : lh r •.�.... -- " � ,r - its; _• • - � _ — - _..._ . . _. �_ As � I � + � I � il � lili ili , ili � I � I � Ii � I � , � I � ilil ! I ! ! I � I ! I ! ! I ! I ! I ► ! I � ` � I ! ! I ! I ! I ! NOTEIF THIS MICROFILMED 1 ilil ! I ! I ! li DRAWING IS LESS CLEAR THANilil ! I ! !�! i ! li ililil � l ! I.� I ! � t ' ililili ! I ! I ! I ! 1 2 3 4 �- . �1 �L � � -_�_._____ __-- -._ -- - ----____-- _-- -. . _ ___- —__-__-- _-- ---__--- - ----- - — THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL r E Z Z L Z Z S Z biZ b'�Z Z I Z Z 6 $ T .�.�T I S T I [ I I DRAWIINGI ( I 6 L MAY 22 ' 1990 Illlllll�llllllllllllllllilllllllllllllllllllllllllilillll�llll ,Illllillillll�lllliilillll� llllllll�� illlllllll Illl II I ►�IIIflllllll ��1 I 111111 11{1111 III �IIIII�{ . IIIII ,I 1111111, IIiiII�IIIIiIIIiI�II�IiIIII II till IIII IIII IIII IIII IIII IIII Ill��llll�llll P. t"' S w CI'7' OF TIGARD PROC E S S I N G/T'RAN SM-I T'T'AL CHECK LIST JOB NAME ,mac. ' r `L•_.� *TYPE : ; ; . �► ,� ,. � . LOCATION : RECEIVED FROM: ,cry� �1 %( . � � 1 RECIPIENT ,�.•,•�r,L.. :�,_� .. Date V CHECK ITEMS RECEIVED CIRi.-ILE ITEMS NEEDED Plot/Site Plan ilding Plan Construction Plan Preliminary Plat F-Fundation Plan Sanitary Sewer Plan Final Plat or Plan Storm Sewer Plan Lelndscape Plan terior Plan Street Level Plan Parking Plan chanical Plan Streetlight Plan Sign Detail binet Detail 1 Area Diatnage Plan Aerial Photo Stair Detall Water Utility Plan Location Map Truss Deta:Ll Gas Utility Plan Topography Map Fireplace Detail Phone Utility- Plan. Land Survey Building Specification Elect. Utility Plan L/ Building Elevations Street Sign Detail. Catch Basin Detail Cost Estimate Manhole Detail Specification Sidewalk Detail Material/Quantity List Curb Detail Report/Legal Documents Driveway Detail Deposit/Fee Z f' Other : COMMENTS : fAL ATTACHMENTS : Routed To (date Planning Dept. Public Works Building Dept. Other * Insert : I.. I .D. Project ; Subdv. Imprv. Project ; Building Const. Project; Etc. ',L�' Mti1rY'., �` • ;'R •J'A"�'!_ I I I I i . � . = + I � NOTE .. �IF THIS MICROFILMED 4 7 DRAWING � lU 11 12 IS LESS CLEAR THAI) - IL THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E Z 9z S, ZZZZ L Z Z 6 I 1' L Y I 5' 1 i S T T t I Fi ,3 L fU Q E Z Illlllllllll�llli Iilllllllill IIII IIIIIIIIIIIIIIIII I'l 11 II Ililllliilll IIII Ilililil,MAY 22 Illl�,. a��lll IIII IIIIIIII IIiI�IIIIIIf� la11111111�1� 1111111 II ill � I it I. � I I III I IIII 111 + I I I l II II I I ( IIII IIII�IIII IIII 1111 IIII IIII IIII IIII IIII IIII III! IIII IIII ) 1990 J w 1 .• . .- a ... .. �...... �, n.-, , rww�O�wMwwrwcwr _ r . ` 1 4 M rr a • P403AD r• ; It r - � -w��; /i•- _ +,1�.�.. .••r.♦ ..r.':.�. -For 1 ya`�'Y•.- Y." 13 !�.� ,, 1 � • �� r - ,.. , •/ ` ':I�a 7,J fir'° �.... ' � i ,` z —�.. - �rl ��tc� �►• �I I ' r • _ X. INV — LT CX�N CRe TS .�` �}.{ ro ;� -• � \ ,•.�:aati1.,17lwZstJ�� 1 '9aN+M..L :'....r / y r AV FAvE MSN T' a AREA �= ax K��TING; IVY RAL I"YL % (amu - ,�•w xyz• -'�c� rr :sas...:...�_ t wi r ;ars' .a,�k"azszLY' •' y • . 3 j r1K1 �. war _ --- . f !, C.k,rt � _ _ < V •,o.�. AW'T"'iON ,ADfi�T"IC�N `�,oc�, _--�.� ,� --_ Q 107 µ' . '^ " �� V •� ��I' / I /�.\� j n n r+► �► J'Y aI N V a��r� A k lr+•/ l :. '� � 1; 1 + `...Ni'"1�1 V f LLQ+• r 1 ` ' 16 . r 1 I NORWAY VAPLE Tk !� " MIN 41ON � XPRING R4476.! roll � PJ11 IVY ANT 1c. 0� � YI Y � —_ - Y - - - - - -- ' — APPROVED BY THE PLANNING AND ZONING COMMISSION CITY OF TIGARD gY- ..C'' Title Q, Q'ftj0rDa;0 g•=.� ....w......... .........�....,�... dm. by revisions 'wwr •••�w.•rw�wr..y -�•�.R'wwRwr.w,e�•�.,.. ��.-,.w.rr+�R. w by sy,1, description by/date OW. C�CIClC� `^ .ACS � Y opproved OZ AST'OING5 data I -� UJ r r �' t' PA GLV "744 AVE . TeARD , L I w-mm 1w "W-11 mows"""% --I so- I wow —-- f " a �` h 1{ . C.. � 'r 1 ..rte. � a • .. M . ' .. fir• ! •si'rr .,.r ,.l. .,.�.., i 7 �•� „•t"k.u. e- �,...i• .. �s�,.i�y. •' "p.;-,.,w ' � 4 r � - F .►b'I h oilMOW . d0 � +MMd `, My Yp ", .r.....M.,,_ r7. „}, 1 - . ,- i � � 1 � � � i � ili � i ilil � � � i � ili � if � � il � � i i � ili i i � � Ii � i i � i � i � i i � � li � i i � ili ` i � � � , i � i i � � li i i � i � i � i � i � � �i � i i � ili � i � i � � li i ��ili � i � ili � ili �•� � � � � + , � � � i � i � � sl � � i i � i � i � i il � iili i � i � i i NOI,L . IF THIS MICROFILMED 1 2 4 ? J DRAWING IS LESS CLEAR 1NAN - n I 'S NOT ICE . I t V, DUF TO THF QUAl I T Y OF THE JR101NAL An lcilpw JM ---' 0. ---- .-... ..,,........,y..�._....+...»..w....�.._. _.-.r...-+.-+r_... .... v«....-.._..._...r.•r.•+ -. « ..... ... ... .__... _ __ __ ._... ......._. «.. .w. -._.._. ... ... •-..._-............. _ ....__•.«.... � .. _ _ _._ ... _... .. .. _ ..-. .. ......_..... .. w•«-f...._........•..r•�•_....�+r........r .r.... y w.._....«. .... ...w.r...�.M►�..�...... _r .. v-,n- +.-....,�,_.......- w ....�..-.-ww.-...-._. .........►....••.....+w....... •�r+.....n .. ........... «.f,.r , ...._....v.+.�.�+w..^' ♦.... . --. ._... ... .,.+ It/1 .w V P l i' l7 f S 7A ^�c A\A , C i� . 4 � � �� '•� , ��, ' � ��(uj( . � t "t%Ac 4L) i w �....�� ............_�.«__ . CL ._ .._«+wrr.•w .......w. -.--.s-..w..w•+rrw_. .....__+•rrw.�••.r.+r•.._.....•r...�.+.._..+».�+......«..-..._ ._«�...r�..�•.. ...._..... .. r..�y�,-....«.�w.--+w.�..-.«._.�+....._...�..w+•........._.,-+_.+-..w._..._....w......•... _ -.w_w-....�...�««+�..«-.«»..... .,.��..«r._...w..rw.w...w....«.rw»...«...w�«........+..ww�..r_....w..+w�..._ .....__._.....,.....w-.-.r..+.__.u..w�..«�. �� t ALL SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF BUILDING PERMIT /��S PLANNING D i'PT . ..... B Date PUBLIC WORKS DEPT . •_._ _. � _ D 4 �Zt e �!� BUILDI11G DEPT . ,�: aa-El- 04 T�A•_A LIN RC�T.1' L _ Z- .. - , FI 'X DEPT . 5T •� #�M F-\ N-) L? F P C' `T- L., T K-) L-) T-;�) U L U I APT'HOV CD F ,�' C�,,T -, ', T v". S R.' - J. u�l T E c5 7— El F-< k) (_7 C I TY OFT'ALGARD �.��., � • � 4 4 G o ,,j e r r -- �" PERM A.T ADDRESS IL # BY 1 TLE - Ulm C� G u, P 71 n- liz -T p T ..11YW...r.r.�r._.w+«_�•_.r+►.rr AM.�Ir •w•.r[.r.r•'+w.41►r•..•�•..-......►...v►w.w..:+.+....•w.wwrwr .- ,........, �..�+�wry�.!rMr i..w o.�.«.o�.�.P�...MOM .w ` � � � i � tl � � � � � � � � i � � � � � � i � � � � � � i � � � � � iii iii i � i � i � i � � i iii iii iii i � � � � � � � � � i iii i i i � i � i � i iii iii iii iii iii i i � i�i i i iii iii i �.i iii ili � i � � � � i , � i i � i � � i � � i iii � � � � I � i .�. ..�.� ,,�.I,...«._._•..., ..,,,,,.............•. _._._................Pw... I NOTE : IF THIS M ICWJF I LMED 1 2 I 4 7 l U �l 1 r — —. - - DRAWING IS LESS CLEAR THAN -- - � ------ -- 1NIS NOTICE , IT To, DUF TO THE JAI I T Y OF THE ORIS I " , –r.1. — - ------ -- ------ --- -- PD JAN 15 1973 CITY, OF. TIGARD \^ t i i f , QFFIC � . ` � X. iST l � C� 1 Li �'Ait+ KI1.SC�' !!i _ - w i N vi \ 3 k i O 3 r Ate- ir! oo T- o !✓ FCS RVI 1- D IQ G C. 'r IA) F- ST- F. R t •) CQ ? -44 Ei04, PSD A "tn E + e.F, i iiiiiii � iiiNL , NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT TS DLIE TO --THE QUAtITY OF THE ORIGINAI cGert�t ii lis w U. i N 1 , ) All matertals and workmanship to conform to the Uniform Butldt Code, IN* Edition. State 4f Oregon and local regulations. (Latest Edition adopted). N 2. ) Destgn Loads-i Snow load. . . . . . .25 N?ft.2 # � Wtnd lead. . . . . . .80 A1ph-Exposure 8 Setse+tc load. . . .U.B.C. Zone 2 (Z - 0.375) 3. 1 All foot t' i are to rest on fim undtsturbed natural sots or engi-neered ftll capable of suppers: 2.000 psf. (reference: Northrlllest Testing Laboratories Report dat!d 14! June 6. 19.81.1. i 4. ) All rsquired ftll to be of clean free dralling saterial with no organics. Fill to be placed and cae"cted per the above referee. -ed report. 5. ) All concrete to have a destgn strength of F'c - 3.000 psi at 28 days per U.S.C. � Sec. 2604, 6. ) Concrete slusp shall not exceed 4". j 7. ) Retnforctng steel to conform to A.S.T.M. A-615 Grade 60. 8. ) Detailing and placement of reinforctng to confoi" to ACI-318. Splices to be lapped 36 diameters or 2'-0" mtnt=jp. All corners to have 14 x 2'-0" x 2'-0" L-Bars. a. ) Anchor bolts to conform to A.S.T.M. A-307 Intn1~elula. X S 10. ) All ali'scellaneaus steel to be A.S.T.M. A-36 (.ry ■ 36.000 psi). Fabrtcati,on end erec- tton to conforms to A.t.S.C. . U.B.C. , and other appltcab'le cedes. All waldtng to be Z 'Q dune by A.W.S. certtfi•ed welders and shall conform tq A.W.S. . U.S.C. . and ether ap- r- '� EX151' ING AREA,L pllcadle codes. 11. ) Pre-engtneered steel butlding fo be destgned in accordance with M.B.M.A. code. Shop drawtngs are to bear the seal of an Engtneer registered to the State of !Oregon. �• 0 1 12. ) Foundation design is basad upon information supplied by the nuilding manufacturer, _ t_X 1ST ING W AQE 14(.1fuSE butler Manufacturing Company. Iz CV- CoSC)D irT �" w 13. ) Contractor to verify ,anchor bolt layout and details with manufacturer's drawings Z w prior to placing concrete. L _Z 14. ) CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS. NO°l'IFY EISINEER ! 0 IF CONDITIONS ARE FOUND THAT DIFFER FROM THOSE SHOWN. 9 �.J Z z 15. ) All slabs and footings to rest on material approved by a Geotechnical Engineer 0 z Q licensed in the State of Oregon. (6 L LJ t.IJ U Z LL C Z o (D Z ? W J —) G) LAJ 0 Q 1 U Y) EYA51-lNG N1ANUPACTUIZ104t,. AV-CA Ci ab � z W LLJ a1 1� C0 L NEW MAN '�WR I Nt hw to iL) 0H T ., -,�` }?PRUVdp'c 5EvjER STU3 i7DR FJT-L4' rr { AA FUTU1�4 R1c51"RUA S' - 1Rrr5T RUQ MS - Ust GrcTG Snir3 to S. �-� k1-l� MANpoaR EXt51'Ir4G BUiW>11vGS ARE ANO NEW A DO I r I oN 15 ria ®E E4u I pPs p WITH AN APPRAVItD AUTpMhtIL FIRE EXTINGUISHING S%4SMtA TH QDUGO0UT• n.a, . LL NEW WAfLCNOUSi 7-0NIr%jC, - T-FP 0 0 2p,c)oG) FT O"PANCY GQ0UP - t3-2 { JW �f CC -1 'bid CONSTRuCTION T`e'PIE - -V-N 4 � aUILOIN G AREA : F-'* ►<.,TIN G, - SAI q2Q FT' N E\I - 2-0,000 O FT'- TO TA L 4 9 , q 2 U�F T /ALLOWAIBLE AREA : UNLIMITEp (Uac 50` (6) ul *ALTErZ EXISTIN& STRUCTURE TQ 500-Hv.It6T 3 '7,-4JTQ PRAvIGE REOU12ED 60' YAM06 IF MAN IDUOR, NI:CSs-+AFLY, s . r `r< 4- 41',L 16 �.I H. 17)0A(L$ ;1 71 1 LL 200' OAPPROVED FOR CONSTRUCTIGA pp CITY OF TIGARD PERMIT NO.(rUL471. SITE ADDRESS .SG 100n640P- if � 8514 r� RY _ TITLE DA-I >",p/j/ 3 -- 1 4_ Califon (, CYST 21. R. P�PG, '�'- 1-r f-i-Mr • LOOK FLAN /6 72_. ------ - 74V-O Srti 1 / 168 to , '-o• Core- �'TF- JCTKDfV CO. 811J'TI.JEFi NE TAL BI.JL.OIf VG.a ' 'we aw 010"1111k r,o.o PCP"X. rtio.arrow 0*4"1 eve-s,51 zip : aseea ©F' 4 - , +` .. ' w..+ .x. __ _ •.'•yq - ` _. ` _ _....... -. t .-. �.. r .....w....•.n.wr,...++.w►• _• �. - -.IiRlr.n'-.M .+•w.. r . ..ril'iMIF.r bV•'- ,.. .. .. .. - y .yr � � 1 ! 111111111111111111111 { 1111411111111111111111 'IIIIIIIIIIIIIIII ! 1111111IIIIIIII IIII-IIIIIIIIIIIilllll � � � � i i � � � � i � � � � 1.. � l ► �. � + i � i � iliiiIi � i � � i ' +; .�.'"..�::..: - NOTE, IF THIS MICROFILMED 1 I 4 7 10�_� H L__� 1J DRAWING IS LESS CLEAR THAN THIS NOTICE, IT I:.' DUE TO DRAW IN . E IZ L___8I I G� - - i 8 ..__- -1 - I ETHE QUALITY OF THE ORIGINAL TZ Z III i Is I I►,,��,�i,�� li iii,liiii �iiili�iiii�,lii�i.i�i�li�iilii ilii iiliiiiiii �i � IIIiiiiiili�iiiii�liiiiiiilliii� i�iili��I, MAY 199 ® y. . OfJ N 1 N r o - - EXIST, MANUFA(-rot-,',N& AItEA F- 15 T; cc)N c E 06 E I' GRl1'JE ZEAM - SEC 5 I II z 4 3 N I 0 Ca rSTOP NOTCH E' DWica I I'� FOC�TII�1G ANSITION T'e PI CA L `O 1 St M. TO t �I W z L m r —— -i _Z Lu Z ' L _ _J o ►, 0 11 GRADE STEM A i,l, B AMl 1 I SEs 1 � SEE � � J (6 � t MATCH EXIST-FLOOR SLfiV . =141 . �0 + W wZLLJ V I f I z z O 'IZ - - LONSTRU,LT I,ON CON rrZa L 1 0IN'175 t � 20' MAY. ox- &A. WAY _ � `n LLj LAS 0' So I CONCRE TIr FLOOR Sia 3 W/ *4 13 ARS e 3 Z' o-C . r o EA. Wl4`Y ZIao rmAT 3" CLEAR' cru -R. MINIMUM OF COt-ip4l TE(i z GRAVEL 13KSE ::IEP— ��CT� �,}'ll J r4ir Fr l' �'�' LAJLLJ' � I 1 ENDW/ COLUMN O I I' :fix I I O III 0 I I T I I. L _ _ J L._ - J L _ _J �- _- -J �- - _ j I II I x �- TYP16 t rie E � � 3 ! Ca !IU 111 LEt110W LL LUMP) TYPICAL 1 PLACES lu 1 11 s E E c '� �o I II TYPIL 3 IV F=OOTIN TnAIUSITIUN.• 0 I I SEE ( D 0 III ALICHOIZ 5OLT L'w'"A'L OR R C LNM L N I I 17�;'NC rJC�iZ JGMP�� C N r 4c 1 II 5 pEFwgLt_ ' LuMN _ �I►-�. 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TSAY III - 'E 1RAME -4 FTF. v �----- �a � 6 LL SJLC� COL SPG QAY Spct.Y -&Av SP[,Lt .� 2 J � —4fit 01 a_ ` c I \ z fi + 3/4+4 x 1'-2° 0.6: 6 �3„ �,O --- ------------ RO_ ECTED 2 1 GNCHOR 3►4 HAIRPIN BAIL e� LgtMl�y�'I A� 3 I^f CORNER COLUMN A SIDEWALL COLUMN B ENDWALL COLUMN C INTERIOR COLUIo"IN D TYPICAL ANCHOR BOLT E ANCHOR BOLT DETAILS — � GRAOE z g W M Wkll 1 '4 f=4" 2- g 6�Mt t :?' to t '-o• a o - � Z c w-w1: I w d1 I Z z -N o �Cn = A� Fr6T Exnj cr v S IS/ I C2 Z z L-DA0.S@ '-'-OO.L -1 3-I•q 3ARS X2' 2" p ` EX LST-IN6 t3lCG • v 1 .� t►•16AIis a 32"0 C. G.SGAv *A cWONT -MPT slAl3 # FC,OTLNq -IROT(• I J (/j• � t� —r Tip r- _ ., LLJLu KCL)NT. ItOR .BAQs '-.)N i. iT4 .0 a i yN Z W " l� v 816. O_G. G41GG QEAM � - O� Z Z AI I,_Or V6QTS IS 12"O.G. v - O Z W/ 18"A40•HK. = GOPirvAOAR IS - --i L Z'I3-k4 2-CiA 1'S Lu a FIN. R. CL. -I ` S- 5�¢S >,9� o" __ � LLF z CA-WAY eLN O tQn + I'-° --- c D W — o INTERIOR COLUMN 3 TYPICAL GRADE BEAM 4 GR . BEAM at EXTG . BLDG. 5 m a -- I'�-- --- -Hii 3-CONT *4 N - I''4w 1=4" IL4w STEM WA,L ITA STEM WALL . 1 FOOTING TRANSITION 2 I ENOYIAII�, -f 7 rr r O G / W coO I 12a x 12"P'EDESTA L Irv;4(*;L E*PEDfcSTA L 18°a l8°PEOt:STA l > TYPICAL WALL RELNF. _I F-- c I W/ 1-y(r VERTIN W 121LM"HK Will" c90'HK b . �•• I I / I 4Wtq 6 VE RTS Wj12"[QU HK QWc W, No0*$ �, W'120..:. 'Iel4"*O.G. 4.44 Hoops eketO.c. I WONT. ZHOR Q O WALL D l0R61i - c a .( EINI Q �y. O 1 `• l .� SEE ALSO Lu I fi. FIN GR " LL 0 FIN C4K . FIN, ffl.01146 . FOOTING REINS- b t• ' .I O ca . a a ' - - coNrtmrailNF - 2 �aWtl8" _ j +- Q0 11-oN I.o„ w, 1 Loa 1 I-(d' FOOTING STEP 9 Z a I N •'I ' � w ENDWALL COLUMN 6 SIDEWALL COLUMN 7 CORNER COLUMN 8 LL O # a 1 r $510 • O r _ (,•e �sT x.• �• M A. PEPS !-Lft► 3-04 BARS EA. WAY --I CONCRETE DETAILS SABRE � -,-,�.�� Co DW©.NO,ENDWALL COLUMN 10 3 /4• to T '-00 hex o� ��_ "°OWN i il!•.h•, •o�nT�w.OnOv of 4 III II ! III Ilt III III III I I III III III I 1 III III III III III III III I I III III III I I III III III I I III III III I I I I I I III I I I�I III Ju I I III III III III III III III I I +.— - NOTE: IF THIS MICROFILMED I I_ 1� I I I l�L I I l� 14 � DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING. IIII mlluu ullllm illllllu ilulml iulluu IIII�IIII IIIIIIIII iulllal Illl�lill lilll.ull lllllu Illl�llllr"11111 ilulull ulllml illlll `UU�I� Im�llll IIIIIIIII-IIII�IIII imlllullilduu liu6lu IIIIIIIII uullul lilllull IIIIIIIII uulllu liuluu IIII�IIII i I MAY 22 ' ` , 1990 __: r12 x pROPOS�icD I'�p� ITIdN EXIST. 6uILDI1v6, (PRE-Et 6kNEEREo STEEL) �PRE-EN6tNEERE� SrECsl.l (�,j �a2ppF 5`(6T'�M PEa MAN+�riiLTL12ER 114 �---_ _ -- --- R E M4V E F.x%. au r 6 Q. TIE N 9 W ROOvr T4 E.w-T6 _—_ w/vJr5ATt4S6tTIaN r 5F—AL. TIE NEwJ STRU(,TurLALFRAME -- k- 5TEEL. FRAME 5 a VS 0 C, TQ f:x Ta. PE R�AMtRI�AN � CD Dw 615 . w 3 3 I � U) W '" z m <r �' Q b QL d z a z w w z z Q cY U UZLi C6 � zLLJ :D AAA Wwv zZ Qr• w a W co UJ z J W Q N BUILDING SECTION 9 z 1 /4' to 1 '-0' L � LLJ i�X1i�I NGI NSW o►—___ (VEW------ �1L I�iT1R! �� ty- c�c m 2 1r/IATC k ru X rAw S 4 DINGS M AM r+ E AT6, S I D i N G, I i i i l l z ? REL"i9AI EDLuA' i I i I I I EXIT t" 1 j I ii ; ll1 I i 11 � � I � ! l � � •h t ` -PREFAB LANDING �, STA is — ______._._.. W1 RAIL. - CON ,. T A,P-'� W PIPE RA I� """ 0 Mo ,_ -: -- -- - FooriNz. TR.ANSITIGN 6 , Imo. 5 ,IM�e E TRAmskTION TU MATuf �l� �13.D_F. I�S.4 '� ZA'LENI . �3fi�F �It, C� at0'LAW. � g.0 F_ ��1_q' = 5o' LtNc-Tn+ *%'iii '""MING SaV. Som. ro mwvx: 0 WEST ELEVATIONots � EAST ELEVATION . � , u. 1/8' to 1 '-0' 1 /8 a to 1 '-0' Z 0 ,_�- ExTL, C3ulrr�►t�.la. tiEYarvn • ---- - - 1 M e 'ArNis w I � �" 1 Imo— _LS I I I I I I I I I I ' `• NEWT MBTA L i I DI NG, QC�AFItsL► I i t +� TO MATCW GrK15►TIwl► uj PlzovlpE p_>WNSPouT 25 tO.L. I+ ,A I � I I OR PEQ MSR • RFQuIctEM�Nz3 ---- ! ---- ' r t ' t e 8510 A. PEPS -- --- _ _ r I'3.co 135.6' ALS' SEN& H FOOTINC. STEP -� •1 l�D.O.R li�•4' '��O' LSwG.Ttt t3.0 .>R, I'SS.�� Ic�' ISNG,TN Sc E SOUTH ELEVATION— DWG*NO. 4 e 00. lie, to 10-00 ©r 4 r11r4 W .......... , r ' iii Iii i �i � i �i i � ili�i I�i`i� i ,� ili� i i� i `i i i�II, �I i� l`��i I��li � iiiil � li � i i � i� i�i i � iliL� ,� i�i� l i � l�i � i i� lli � i i� ili i i�i� i i i � ili � ili�ill� l i � ,� iLi i�ili � i i �i� l� l i �ili�l I �I�I�I r.•.,r,.r.�.......-.____ .. .� .. 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUA[ ITY OF THE ORi�iNAl E u dZ LZ Z I%� Z Z Z IZ Z 8T �I LI l 1 I EI I I�l� I 8 � 8 G 9 DRAWING• I I I ( I I; II�IIIII I � � I��I�� iiiliiiiiii�lii►� iiiifiiriiilili�iiii�iliiiiiii�liiiiiiiiliiiiiiiiliiiiiiiililiiil 1999 MAY2 .0 j GENERAL NOTES: I. ALL MATERIALS AND WORKMANSHIP TO CONrORM TO THE: UNIFORM BUILDING CODE , 198? EDITION AND TO ALL STATE AND LOCAL CODES. 2. DESIGN LOADS: ROOF LITE LOAD 25 PSF WIND LOAD 20 RSF 2 SEISMIC LONE 2 C=0. 10 ALLOWABLE SOIL BEARING 2000 PSF 0 3. r7 ( F _ . S a w s B O N 1 T A R D a.... z 3000 PSI AT 28 DAYS, MAXIMUM SLUMP IS 4" FOR ALI_ FOOTINGS AND r�m" {,t "�'1atETE. REINFORCING �� ' 1 J _ (� ��.. ;_l: CONCRETE REINFORC' �'. ASTM A-615 GRADE 40, ++4 BARS AND SMALL'cR, - ---- ------ - - �,Ti 5 [`AR`, NrlD LARGER DEFORMED BARS UNI ESS OTHERWISE NOTED GRADE 60, a IL N,raN �,v►�r 'Nt�-r� - STREET IMPROVEMENT SIGN BY OTHERS. ON PLANS. � - ---.asu-�::gin nrraa.1{srcza.t .s�ssz.ir4c¢.•a;-s?_... � �-�e-- �'-�- �-� 'Z 1 (' � � j LAP A k F R F 24 T A RS ci , r-, ( ) ALL E.N 0 UI,IG BARS MINIMUM 0 DIAMETERS. LAP ALL LA MINIMUM F 5" AT C R'V �. -- '_'moi • ___ _ _ _ _ — I M O 1 .0 1 PS. CONCRETE PROTECTION FOR REINFORCEMENT: 117 ,� fir` ©'' � l CONCRETE DEPOSITED AGAINST GROUND 3;' ip� µYG' r b' CONCRETE EXPOSED TO WEATHER OR AGAINST GROUND AFTER RE- F MOVAL OF FORMS 1-112" (C) GENERAL CONTRACTOR IS TO NOTIFY KPPING ENGINEERING,, mc . AT l-EAST 24 HOURS PRIOR TO POURING CONCRETE. FOOTING AND SLAi�S. 1 t- -� �`'�r�t=�' ry ciYl➢ �" = I� � . CONTRACTOk TO VERIFY All. DIMENSIONS PRIOR TO PLACING CONCRETE . L� --�..� �,ljt.-I'�t L�C� � � .-.Y' ��' � G/>r •-•' °�I r-� � _ _ :� it ALL FILL TO BE PLACED ON MAXIMUM P" LOOSE LIFTS AND COMPACTED TO MINIMUM w1GF_ YC-1 [�w �t� rr C� F �� 93' DPY DENSITY IN ACCORDANCE WITH ASTM D-1551-b4T (AASHO-T180) . THE ` lj - - ' ` FILL MATERIAL SHALL BE A CLEAN MIXTURE OF SAND AND GRAYEI. WITH 6. OR LES., Pp�y�?; f / PAST THE X00 SCREEN. NO ORGANIC MATERIAL_ WILL BE ALLO160. PLACEMENT OF r NMYb; uAr ( ; / / All FILI MATERIAL SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED �c7$ 1 �•, ! SOILS ENGINEER OR HIS REPRESENTATIVE IF REQUIRED BY EPPING ENGINEERING, � x I.ANOSCAPE DESIGN BY OT rRS. -- - `'> iIA !` u , , 6. FOUNDATIONS MUST BE SMOOTH, LEVEL AND SQUARE. TOP TO HAVE TROWEL FINISH. 0 Chi "'' - �' J i THIS BUILDING TO BE EOUIPPEf' Y. STRUCTURAL STEELC � ,;At"}._� WITH AN APPROVED AUTOMATI., a FIRE ':i(TINGUI HINC; SYSTEM t SA} ALL STRUCTURAL, STEEL TO BE ASTM A- 36 (MIN.) SFC SPECIFICATIONS. �7 l I 1'HROuGNOIT . o l a) ALL WELDS TO BE PER AWS STANDARDS. L-''�-i<.��`(; F� I ;� / 1.�:�NtV" Z Fri',. ! - - e'J �-, (C) ALl BOLTS TO BE AS'M A-307. x 8. METAL BUILDING TO BE DESIGNED IN ACCORDANCE WITH METAL BJII_DING MAN- • (.) UFACTURCR 'S ASSOCIATION CODE , 174 ELATION. SHOP rRAWINGS FOR PRE- ENGINEERED METAL BUILDING TO BE SUPPLIED BY CONTRACTOR AND SHALL BE �x?"up"o"C.fyu - - cL CERTIFIED BY r�N ENGINEER REGISTERED IN THE STATE OF OREGON. a .,{�,pL,, pl,p,►. '+, ___ -==1 --�- -' `� • ALL WELDING SHALL CONFORM-I TO THE �ROVTSIONS OF THE CODE FJR 'WELDING � � 0 IN BUILDING CONSTRUCTION A.W.S. D 1 .0-69 OF THE AMERICAN WELDING SOCIETY , Q h - l EXCEPT WHERE OTHERWISE INDICATED ON THE STRUCTURAL DRAW;NGS OR IN THE PROPOSED �� 1 ' • SPECIFICATIONS. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED �`' ' IN ACCORD WITH THE AMERICAN WEl_DI+VG SOCIETY. REVISIONS h - 201 'X 100 " MANUFACTURING LUMBER GR C ADF ~ ADDITION & 115 ' X 3 OFFICE - (A) ALL WO+.Lj ,N PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED . `'� - ----' - ---- v ` � { (B) PLYWOOr) C,,oF SHEATHING TO BEf, STANDARD APA 32/16 WITH EXTERIOR CL UE . � � I T I T G( 4 (C) PLYarooO ROOF SHEATHING NAIL.INf : I0d NAILS ra 6" O.C. MAX. AT _ 1 HIS BJH LDING TO BE EQUIPPED f DESIGN uv�N _---___ a SUPPORTED EDGES, AND 10d NAZIS r:1 1-'" n i;. MAX. AT ALL INTERIOR WITH AN APPROVED AUTOMATIC SUP PORTS. DRAWN FIRE EXTINGUISHING SYS''EM (D) GENERAL WOOD FRAMING: DF #?' ANG �3ETTER UNLESS OTHERWISE NOTED. THROUGHOUT. ! I y (� JOB NO. ft'° 1 11 . CONTRACT'JR SHALL PROVIDE ALL FIRE.STOPS AND DRAFTSfOPS REQUIRED BY THE DATE 1e ,. I �'l�L" GIG • �% UNIFORM BUILDING CHIDE. BACKING AND FLOCKING SHALL- BE PROVIDED FOR GYPSUM WALLBOARD AND MISC. ITEMS AS NEEDED. =�! � 12. RFFFP TO SPECIFICATIONS ON SHEETS #1 I' AND *13 . ,- n ot" L&Y I N D E X = lu lu 1 . SITE PLAN + t 2 . GRADING & UTILI 'T' IES PLAIN ,. �, 3. FOUNDATION PLAN `st"1�c� 4 . FOUNDATION DETAILSr id E3 4 moi . FLOOR PLAN 2 WN S . SECTIONE-1 , DETAILS v) 12 7 . ROOF FRAMING PLAN , DETAILS � ® - WZC) I I I S . FINISH SCHEDULE S . E L E V AakT10NS Wo�I 10 . PLUMBING PLAN Owl() 11 . MECHANICAL.. PLAN . ' .,w 12 . SPECIFICATIONS � Z 2 13 . SPECIFICATIONS W J = 1- J V ' :31TLk� •; r � LIJ �s ` APPROVED FOR CONSTRICTION i � `..' �- CI E Y OF TIGARD � �� `'a�� + T P AN �,��, Ef,)ml� o. Q� SPIE ADDRESS Y'�_US�'c�p NORTH r BY DATE 4. _r�r l . r I► v �rC,�►�r, •.•C eta i l_ulr•rc 2tar-I�. r _-------. ... - -- _ � r- ��`\ � / r,�•. J. I, X 2 `�DEP'l&Pl.- ��T, A:j.r :, F--xrZ7 war �rr� VICINITY MAP1 1 APPROVED FOR CONSTRUCTION t: CITY OF TIGARn PERMIT N ggy .I1"E ADUF<T .,S �`/�/c> �� i T� ;, oo,t�k _"'TLE - �•�► � Ld -- PREPARED FOR OSTROM CONSTRiUCTICOW-, f'ft*WA111Y INC. FC3R# PUGET CCIPPORATION at ' I� 11eII IIIIIII i � Il1�l IIIIIIi IIIIIII 111lI I IIIIIII IIIIIII IIIIII � I � ilili III111 VIII II i� ilill �i7 � I �.IIi � Ili � 1 � 1 NOTE. IF THIS MICROFILMED l 1I l 2I I l I 5 I V I f J lb I 11 I 1�l� I LESS __l_.� —..L�_—� .�.---- -------� .._.__ I I DRAWING IS LESS Cl_AR MAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL_ £ Z QZ LZ Z 4Z ►Z �Z Z 1Z Z 6l1 LI t l l £l I ll t 6 8 L SI 1 £ Z lTon DDRAWING. 8 , rl 9 MAY 22 a9 O --- -- �- - - - -- --- --- __ —__ .__ _ y VI-RIFY PROPOSED PARKING LOT FINISH GRADES AT APPROACH L CLOWN WITH FINISH GRADES FOR PROPOSED HALF-STREET 1"�^ \�T IMPROVEMENT. STREET IMPROVEMENT DESIGN BY OTHERS.TYPICAL IN 2 LOCATIONS _—__.—_. •.-��`-- 7P `� t•IdL`/ NJ�N SARVkLe ime _ CfAvN Y- _ --- - - - - --r-IIS��n'orJ' --- 3►.1 H51- - - -_ - _ ._ _ .W �,(7wN -- -- --- -;T w ._ w - -w— —w -- w NI` - w —w - { `Ad j ck • Hew�4f 0 11 S 'ro. NOW RAN. M.N. 4l �a0+•+I�(+.Y M.KI. ,p, ,,y,5 _ QaTa "Piot EYlsrwo Fl +I,neR� T Rruw1i>.2P' INob" F' iut• 129,3¢ + co ' tW -� RAISE M.H. TO MATCY NEN PAR�fIfld` �+- l } • *`rr ,ITN:`{ Sw'•.eR EASEnEWT I 11 E77�V LATCH 51LSIN $ LOT FINISH GRADE. '�. 4\ 1 y Uup Qo j STU h SIN. Kiri• 1'vo V �' \�n 40 1 _ L9'f.o' M✓. : 1'i1.9' / NEW 2 WSR.v. •.Y - 1■}l.av' ry \k. 1 A / 11,41) rf .hMp �! AF rt4a2' Q/� %4frkR YWIL Siwe To 9E RE"-'vEG►RDYim D?f BB AT DOW AS RtQ ?EC BY at� 1tIWW UJ.• � } (j� �r Cd- 1�' : 1�c.. ,i 139_x - 4c !A U — -ZL66Wo r e �eus� i� } , f �- k�' Ey,1711* unuse_To ac ,dPwoY.InerE ltrsTnu }- �� "./e Y� 1 WA RSEaVIr,E I �`r� \ni• a ~'l4'..; ` r G47vI4gpx17- � l?-E2�,f �' i � � / � � .�- .txX,u_.c,r ,� 1. , - �CIJrING� peult.Vlt•-IC]: I� ryETt�eTol y ' F1 EA4pLpoR � 14I.raCl IpHfn . �- �� n � REVISIONS c oPma' y% lR �FGI-E DNS "LGo La✓GTGF- I� ' _E._R-IEYF�INIS_H._GRADES ._A-.7NTCH FPA WITHEXISTINGACOORDINEFINI4DRAWN GRADES WITH PROPOSES HALF-STREET JOB ,h� DATE Np- �.u�sL''Y41l5 ,t'� tWEPI AI1 <-• ! F nf� jy ie n 3 (� JII ,i A^� 1' � 'A' TRl1GK WH."'- 11 V II �� / rGATu+ i5esw ' oilI _`-tis -J In '•Y/ 11' Y'-; K Y ^ V � ,♦. IM�• i 17.1• ' \� _ _ t�C."m STGRr1YrER Rdlw Y�OdIN 141.36 � ;' Z Wt t✓ 133 n' ,pa I UTILITIES NOTES S P IOE SLOPE PROTECTION AT INVvi ALL 'UTILITIES WORK TO BE PER CITY OF TIGARD AND ALL STATE CODES. 2 W NO `. . ASS EQIIIREO 6Y CITY Of TIGP,RD. �� '� ` IL - Tor OF wpv,' + -� 2. BACKFILL IN TRENCHES TO BE PER CITY OF TIGARD STANDARDS. 91 (n f' 3. ALL FILL 70 BE PLACED ON MAXIMUM B" LOOSE LIFTS AND COMPACTED TO ,f' � 0 _ $ I MINIMUM 98% DRY DENSITY IN ACCORDANCE WITH ASTM D-1557-64T (AASHO- i� i 1 - T180) . THE FILL MATCRIAL SHALL BE A CLEAN MTXTURF OF SAND AND „t W 20 GRAVEL WITH 6Y W Ok LESS PAST THE 200 SCREEN. NO ORGANIC MATERIAL w 0 o WILL BE ALLOWED. PLACEMENT OF ALL FILL MATERIAL SHALL BE PERFORMED IJ-- W „�is, r I UNDER THE SUPERVISION OF 4 QUALIFIED SOILS ENGINEER OR HIS - I REPRESENTATIVE iF REQUIRED BY EPPING ENGINEERING. I-"C. � 010 1 4. ASPHALT PAVING TO BE 2-1/2" ASPHALTIC PAVING OVER 6” MINIMUM COMPACTED GRAVEL. FILL. 1) W GFS'IRN� i .,, IE+4b GT- J 5. CATCH BASIN DESIGN TO BE APPROVED BY CITY OF TIGARD PRIOR TO W O ,Tf ti ti FaN I INSTALLATION. W Q J 0- 141 _nY �� • 14�45' O En °J-x N U'nse, 05.09' R^ 113.20' IL Lu ,A GRADING AND UTILITIES PLAN `NORTH ' o.o' F"11.115446TLerY, , ToP or- Pa,/tW64, W 6XI.TIN'i i�RLOG, b5• _ .Y�wuslauu�'1 --�5 -�- P,u1v�INs� SdNITeRy sr=w�a '.ru�, •• �• •• Us I t' rdur r�a+y WaTBR 1J11E. PREPARED FOR OSTROM CONSTRUCTION COMPANY 13 INC. FOR PUGE1 CORP. 'momw ! 1 II III III III III III III I I IIIIII III I III III III III III II I I t•II III III I I III I11 I III I I �I' IIIII IIJ I III III III III III III III I I ..._--. .�...�.. .—.. - -' .___._�- • ._...��. _�—�_ IIIIII�IIII�IIIIIII� �1 � IaIIIlIII�Ibla4bl � t �b� il �� NOTE: THIS MICROFILMED 1 DRAW' , IS LESS CLEAR THAN --THIS NOTICE. 1T 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. uu im uliluuluu iudml imlull iudull liu6m liuluu iul ull lilllmi liuluuliudml iuduu„•!uu iulbllaimluu imhu� uldilll imluu lildmi ulduu imhlli uu6mill uuuuluu uuluu liuluu iuduu uuluu iuililil MAY 22 J990 th ' I � I i � z i 1 o . . Z 4 , S"� PJ ri � � 0j �.� TT�.ti�vt.c..�:r..cI :" __•�_ _.._--------_._ ._..� I I -Ilk 4 r 4 � 1. 3 X�.�-� }. I-G C Gat-jC_. ! NEWBUILDING TO BE PARALLEL r—j WITS EXISTING BUILDING. I : -- �- _ REVISIONS SEE PLUMBING AND FQUIPMENT PLAN, SHEET 10 FOR LOCATION OF BLOC (0 S. -r SEE ELECTRICAL PLAN BY OTHERS FOR ELECTRICAL STUB-UPS. MEN -.4 0E,,ION 8 1 t DRAWN 4 I � -t ? 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NORTH C^",STRUCTION COMPANY j IN(:. FOR PUGET CORP. slow do At r k ..._......r w I I I I I I I I I I I I I I I I I ' I I I l l l l l l � l 1 1 1 1 1 1 I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I�w----�•�� -'•-�-_-----'4---••-----M-�- ---�-�-•—.H+r-�••- - � - 11111 � 1 � 111 � �+ i ( III , I � II 1 � � I � III � i � 1 � { � 1I � i l � I � .III � .1.� ll � ii. � lfll � l � lilil l � llll � _ , 14 _ 1___ NUTS: IF THIS MICROFILMED d IS � DRAWING Io LESS CLEAR LEA THAN THIS NOTICE, IT IS DUE TO _ _ _ _ _ _ THE QUALITY OF TF�E ORIGINAL "�DRAWING• ZZLLT-1 CZt111111 II I {I IIIIIIIII III III 11111111111 VIII IIII 1111 J990 sMAY 22 , . I . - - --- -- --- -- - - I I❑ . - I t � 1 � � 4 t I 7 �� NI�jiL• - --- ---� Q ell 0' 41pRW4oL . :TLL' UY� LaNrk — Y TIL - I ! i w 4 -ii g 3 SAec VAYF ILA I. NEW' I TO DE PARALLEL W,'Tg EXISTING — BUILDING. N + I I I 1ti�`.T1NC� W4 REVISIONS _ SEEE PLUMBING AND EQUIPMENT PLAN, SHEET 10 FOR LOCATION OF BLOCKOUi.I 0 it SEE ELECTRICAL PLAN BY OTHERS FOR ELECTRICAL STUB-UPS. _ J DESIGN GNC' - 1 I . DRAWN Cpllcfc�.Y c��-+ieP'�.ec Vw d C� 3c ac k `A EEL.TROw"VL �L FlH Wt LN�uI _,PUJ E�'',. I x DATE �uL . I I . pppI 0 L 0 . W. N �? N o wZo WO0 W I 1 ILI � .irn�C.SHd� WJ. II(f �jIAE'., E'-EVA.TIONL' MATGH i1OXI� A!C ! s 141.G9t I�IGXIMLJM 6�GJNCT' ��.. __ �p�pc, 10 Z — r - I. ' O 1 - �A Wi =�_� • tt r --- - — a D -- - _ , _--- ------- -- -_ i - L I T O to �1 I NOTE AhITIONAL LENGTH J'-��' r --- - fA — Ho { g o"K'y o'x IL3' caJG, SBF -0„ 4tf t Ik44 m 4. — I �I -- — - — — - _ - - — _J - 1 r hIDEN1SLl.��AJ' uNE� L_ I�/2"NO(r,FF � ^ 4 PIT I �ar' Bo4mvAL.t_ -:ri LxPLL- LINE- ` p{y'' 23•Co° 25-0 � 25 =: � 25-0�� _ 2°:-c 28-U 2s'"� X 25 !o° °I YI FOUNDATION _PLAN ! � CONTRACTOR NOTE: �� VERIFY ALL ANCHOR BOLT DETAILS NORTH PREPARED FOR DSTRDM CONSTRUCTION COMPANY WITH AMERICAN SHOP DRAWINGS. TNC. FOR PUGET rORP. t r.. .. I -� � ' • -' III II III III III III III I I II I'III III I I III III III III III III III I�IIIIIIIII III I(LjI III III III I'L]I III III III 1 �� I I I I III I 1 I�I� III lu I VIII III�III II/I III III III I 1 ..._--:. ___. _ ,��-- -9"°-... 1 NOTE: IF THIS MICROFILMED I 11 I -I I I I I I I I I.� I I `�I I. I • I I I �I� —�J----� ` / DRAWING. IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -- THE QUALITY OF THE ORIGINAL L 9E 9L LL 9E 9L Z L L tE L l 1 L't I I t t tl t 9 O L Y 4 ► L L I r DRAWING. uu uuluu uu6m uuluu mdull uuluu ulllllll uuluu Iulhm I m ludllll Iluhm ml6m„illi 11 lul 11 1 111116111ImIIIu ulllull ulduu Iuduu uuluu uuluu uuluu uuluu uuluu ulduu uulull ullluu minim MAY 221 J990 _ M i (i !'OOLk TOR NOTE : VERIFY ALL ANCHOR BOLT DETAILS WITH AMFRTCAM 1101 DRAWINGS. Noll 40. _-- _... _ ___ r- �IC.tW/!>,1.1.• t• LlNC -- -- _.__.______ __ r --- .. ..__.---------- G u I�'�,° tia�l..r4U��l-AL1` -Coc � 1(.�• _ �j(►ZuG�LI�:Di.. ut�le.lI� r - F .: ��' b( E �!' 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EMr,'NEEPING. .Nr,. _ , 1 _ . ..._ PREPARED FOR OSTROM + �f� �- �I t _ CONSTRUCTION COMPANY C� _ �r '�~� INC. FOR PUCET rnRP. 13 JL __�.,_,.,.. _�.wa.,Jl.uw,U,uuru•.w,, .n.,.e..r..n....,U..,�.,:....,....r,,.....-..�.�...... ' -...fit-•..- ��,....,,-,.. ,.,., ..,,,.._.� ' I I III III III III III !(! I I III III III I ! 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U�1 Z r e� G r�C,j� 2�Y ,, r tcx-,) t04�at- 4' I'-�`' ,bN d 1 N � K,r �b , L�GG�I oNal•4 i ?ro A — I F*'�-7D�IJ OM .) .;�� I �� rte.- 4 . . I �nj I �Nc II.Y # o I:u1uIN � r.� - let Y J 4y� -� _ - � ai. 4 � 1'-C �M� t-ND�JvL.L l.. �' Ubl�a At 0 Li 4 nz 1�2 ALL FILL TO BE PLACED ON MAXIMUM R" LOOSE LIFTS AND COMPACTED TO MINIMUM ' 98Y DRY DENSITY IN ACCORDANCE WITH ASTM D-15 7-64T (AASHO-TISO) , THE o FILL MATERIAL SHALL. qE A CLEAN MIXTURE OF SAND AND GRAVEL WITH 6�' OR LESS PAST THE 20C SCREEN. NO ORGANIC MATERIAL WILL BL ALLOWED. PLACEMENT OF ��IvF.�Nt�ti•� '['jl 'dt' �Ir+E -- - C(LI ALL FILL MATERIAL SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED IL SOILS ENGINEER OR HIS REPRESENTATIVE• IF REQUIRED BY EPPING ENGINEEPING, INC. C.y�C.J�f•-bL•�t,!`� C7J GD' M i r,.l• I I� l 1, —•-`-- ' -• • ---•'_. —._._ 'fir �•',CL�'E� �1L�•' �- --- -_ �c.I U G�•Y-{� `.�lA� w�Co M 1 N. 1 4. 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W N G '� ,�,� � � ' 4 i Qk1 s:7 j t,'t *- b - � THIS BUILDING TO BE E(lUIPPED WITH AN APPROVLO AUTOMATIC NORTH FIRE EXTINGUISHING, SYSTEM ■� THROUGHOUT. _ PREPARED FOR O STRQM F L O CIR PLA _.. .._ _._ _ �_.. / `�II C1C. FOR ION COMPANY t FOR PI GE'T CORP. ....--�---•--^-"�---�'--'� ..------.•� a rs.�^C_'c.. .._ _ __.�._ _ _. .-..._-w.....-�.....•,�..r._..^�' � M rH ♦ ...�. .. ..,�� 4 I ill II111 IiIIII III Il 11 I I 1II 1 '7__1.11 I �J4I 5 1 _NOTE: I F THIS M ICROF I L ED [i-- _________ _____- _ _ -- -_�L_ ._ -DRAWING IS LESS CLEAR 'MAN _ --- --- THIS NOTICE, IT IS DUE r.-_-_-_ --- _ T---- T_ ---. T—_ , THF QUALITY OF THE ORIGINAL £ Z Z LZ Z GZ Z 7 Z iT. 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S _E TYPICAL DFTAIL ! ! , 0 _ J .r a ..__ 1 �?I�`� _ . � -� 4/6. � {i �0' IL 1 I } t0�u os L I to �uv�, U G kNQS -' {� ! i _ _. Q ! i w ( - I - ; C;- _r, -►-�E, ,t'' �! .� 1 F- I 2�.cly.�!'cw �� (If `Ir.L -�t y `- _ G 1 CF.tt 1NCT ilT. j ,� --- tr-,^r�+Gr, F40we 9j&kv. �` Fell tI ti it L i _ __ : ,.� �� ..wrac•ua. --- -- rarcv..w,wu .yro.•u. J J � 7 � -� ..z...-.....z..-n,.-.-a...-vm.e+r_:.-::uax. _ _:�:�..••—"_ ---- - - C—" LAI I k, tit � I REVISIONS Tj Q py Iwmi i DESIGN 41-0 u * © ; i I I __....�c__--.._.. c - j 9 DRAWN Com' 1 ! , � �.�, T ! .. . _._.�' I � f:�''��VF �XI:,'Tl N C� '.�U(:�I!�iCT 1:.�C.�C..•i ,�,.. -� o �.M JOB NO. Z 2 GATE � O O - - �0 ��+I�� A�..l. L K I 14'-C.� �r10 4•-u I ZD- CD -C� 3-Ip -D 13- 2 - �4_0 _..� f_ - ""irk �Mdi_._..f. _... Li N I I r r ,spa„ N +N G3 N I . 0 MAIN E �ip c c-o cJn-O cv-o _ 0 2 0 �. P' c ff`rP• of __ _ - -�� I w,.�. '2C • vs"4) 4,NG[..a �E.k'• - QZ MISE-� LJ .i,G 'U ..I 14::T z 0 _ COLUMNS N ANO MAIN - _.T i-- —1 PAINT �OLI,M S .11 I FRA14F COLUMNS. � � � 1iJ 19 0 NI i I " (i•O� 14 ��„ �y'.r ' I�'Q' 1�0 i 14-U 'i-O I� Gi '1-O 25-U f� G ��-�` �, >�-� �T;t IG11 ► .t�.�- 4 - FIS - I O i/1 01 y � 1 LII--a Ir i : l v . ELI - i Q, tL pf I .Y....r.rrw ..-,..r...o.. - ....r,......v....s..-.........,..wnrs .+...............:..... +tnu.w.a.<a.-. ,.,:.:.ui.a...c.......•ss+Ye�w.cn«.h...,....ra _ ...,. .1-+..ses..sa�rr•aaims „ ..,,.. ,,.,.... � � .. _ .. .... _'". _- -...- _� .•-_..- _: _ .--- ._.._. -. _. .... _.. _. _ tea' caerrrr=•r♦s.�.-sa-ss-ac-..aan--.-Rw-..-+R•x�'T+•. .a�+. wws-+r.w,.....w�i+ •sr!eVe+r�+r.••r«e-•wwrr.......�...-+-. * ..,.-.+•�..�iMM+.m •.-,-�.<�m: xe.'..a,�sr.,:ss.:iy_-:,nasmerw��resR+�zm- _s�ps=�_;...�:.-..,sus• .. _._ _�^,._.-_ ::r�maar, -_ '-J� F-t) � �� CGL• CC;x. C�1. GC�L. ct.� • oawv� i 1.• I I s ;i �� J' a ! !•CG 7 I Ti N+��j .t. 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Z :�'. �,� ------- uj N0!?JT-'P?4TUL "u'L4JQ"4 r-- i;�" !"uu- 'IT.- TINT j - T \*jAu �4 TOF \N4L.4- Lt wr_- WALL Ewl`46T 00 CANINET HAPIOWARE rp ,/ I 1 111\ 11 . 11 11 - -2� L EMPLOYEES: 40 w CAAWO S `'dui_ -1 j S'EEj,.j-Vr GENERAL. CONSTRUCTION: PLYWOOD GRADE 3/4" A..D. INT. APA, (f n,kq� , LLI or Y1 ew HARDWARF• A) DOOR HINGES : STANDARD CABINET HINGE F011 DOOR .4 - ------- PR �wA C,I �,t 4 8) POtLS - 3-112" ALUMINUM, 5/1611 DIAMETER.SIZES SHOWN. tjl Fkcn Uwe 15 GENERAL OFFICE CABINETS: E C T 1 0 N SENFRAi coNs*rRUCTION: 3/4" N--B INTERIOR - APA PLYWOOD WITH OAK VENEER. INTERIOR CABINET CONSTRUCTION: 3/4" tog. ��,� 1 ^ ------ _ ��\�� '� 1,j KORTRON F5. HAROWARF : A) I)RAWI*R GUIDES, KV1300 SLIDE GUIDE/DOUBLE ROLLER SLIDE BY KNAPE/VOGT. 10 DOOR HINGES , SEI-F CLOSING, AMEROCK #7630, I 3 P�1�c; t . ,� ; I �----r �b I a� FULL. OVERLAY HINGES. .IO C ADJUSTABLE SHELVES- KNAPE/VOGT 0255 PILASTLR W/ #256 SUPPORTS. D F1111Y RECESSED DOOR PULLS. STYLE TO BE APPROVED BY OWNER. 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FOR PUG 13 IV NOTE IF THIS MICROFILMED 1 5 DRAW1143 !S LESS CLEAR THAN THIS NOTICE, IT 13 DUE TO 1 6 141 G DRAWING, �� i i il� iliiillliil,iill II, IIIiII,IiIIIiIIIIIIIIIIIIiIIIIIIIII I IIIII�iI 1 11111111111911 THE QUALITY OF THE ORIGINAL ,iiilliiililill�Iiiliiiiii�iiiii.iiii �iiil I illliiillililiilllliiliii lii 1I I I I , ►Ill�l� lf I IIIIIII I II uili�iiiiiiliiiiiiiil�iiiiii�lii F��►1 ED IrTl LA IT, MIIII�IiIIiI Iil�IiiiII�I,� I11llill I AY 22 ' 411990 10 - 7L.Irp.()✓IIN� �aI.Y, 1" cDF-T�INua.r:, . .1rTT* , Iet-F'NPkw ' '�' 7-�- '� E i� I t q.��.- .�.-1 } F l �T I r;T�-��i- T t 4' 1 1 �l� R ( T 1 � I I 1 I i �� '. ° a � . � I' i � , li , e I F I ^ V Y I l ` I IpI I� INO1� 0 u� ly i IWWT _i il � ul , I Ielan ,� 7lNN 'L .pF Ldp —1 - �� , /.pyo • q�p� (� L H+M LT�F a �NErs L ____- _ - _. a"�ougH SAWN, G �t�q�Ove C� -1'- _FwNo)<n i .r.�w � -._. q� gt �l-I r�tN -+�IFSt�aw. - 4�tn��+l rPM -TYPE Q NORTH ELEVAT-I-ON LeIWW V 4'xb"oaf Fir �I .7N e•�W 510�bNrIE�.. 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NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR TH— MIS NOTICE, IT IS DUE TO THE QUALITY OF IA ORIGINAL S E i E 9E E i L l6 6 T T I l 1 [ t I [ I I 1 • i L 0 9 ► S i 1 r —T I DRMY12 X ING. uu uu6m mdml uuluu uuluu uu6m uuluu mduu ludml uu6ul uuluu mduu m16m1,;cul uuluu uuluu cull uublll Im6m Iluluu6mlllu ulllllll Illduu uu6m uuluu mduu uuluuTludml mduu mirul - MAY 22 ' " , 1990 SYMBOLS --- Wit, -- E001 PMENT COOT TNG SUPPLY t INF. 4lTo — L:-, EQUIPMENT COOLING RETURN LINE. T 2°� I;Jlll . TO OM1, _�. _ _. EQUIPMENT AIR LINE. UNDER SLAB EXCEPT- AS NOTED. ROOF DRAIN: J.R. SMITH 01340, 4" DIA. OUTLET WITH SUMP RECEIVER AND UNDER a......—BUILDING SANITARY SEWER LINE. ! ( 11EGK CLAMP. - - _- -- - -- ' _'_,r�4lcvT P 1 ; -------- --- BU11_DING DOMES',"IC WATER I.INF (COLD) . r t t ----H-- BUILDING DOMESTIC WAIER LINE ) i I N,,, _ _...�� ._...-gar--�� 1''�TEE a �Q t is+►r�,CJit"E. _:^�,�r (HOT ' q'I (.Afu Cx.:tra lift- ROOF GRAIN LINE. Alto -7 1 --ROOF DRAIN: J.R. SMITFI 01340, 4" UTA. l' r OUTLET WITH SUMP RECEIVER AND UNDER DECK AUTOMATIC SPRINKLER LINE. a CLAMP. Ie c;(JK't t..1kl..�(c E1•-r'�I►�E�. -- y� ' � / I � IL I P , �t� XIll ,QS 14 7 � i ?' ! �l . _ .... ��;`` �! P4 PIC! 1 .. . I .. . .. . . . ... ., , .. .• . SEL SPECIFICATIONS SHEET 12 FOR:! S PLUMBING FIXTURE SCHEODUE AND PL UMBr,NO NOTES r 1 1 t 1 REVISIONS l CONCRETE SLAB BLOCKOUT OVER EQUIPME1 LINES. NO FLOOR ' t STEEL IN BLOCKOUT AREAS. BLOCYOtJTS TO BE POURED AFTER " I g N INSTALLATION. SL A[3 AND t p +�'.I}___3r.pi' --- 1- '_. .�_ `5 ' -_ la •iti -� 11 -4 n' CKOUTTFACES. nMC-4L D M TR -04C�TrD. EQUIPMENT F DESIGN Lo qJejzw f - _ H . 1 I I I r 1 DATE ' " h Al.1w U 7r 8. TC r'?,�1 p Air. t4 , ILL EJ _ "w`_"`_"' �� -1 6LF_ 4cu7, R.�Iw &7.)a4 L! e., I gF1.rw F N SYSTEM CWali. , El AUTOMATIC FIRE PROTECTION SPRINKLER S I r - - 1 . FURNISH ALL LABOR AND MATERIAL AND PERFORM ? 3 t �t=r ; � I SUCH OTHER SERVICES NECESSARY AND REASONABLY 4" ��WER. I,�t11E. INCIDENTAL TO THE INSTALLATION OF AN AUTOMATIC ' i �.__ _ c , -' F THE ' ! � �tt� �T A.& tu&. II � S1�'RINki_ER 1S�ENf FOR AL1_ AREAS 0 , !I BUILDING AND AS REQUIRED BY THE GOVERNING " � ( AGENCY. - t � 2. ALL WORK IN ACCORDANCE 144TH AND TO BE - a 4 ! ! 1 ACCEPTED BY THE INSURANCE SERVICES OFFICE i • i 1 • OF OREGON, FIRE MARSHAIt STAT-6 OF' OREGON- DFS i ��L I DESIGNED TO COMPLY WITH THE LATEST I;�SUE v � - : � nw T'I'P 1 OF NFPA, PAMPHLET 13, ,If�+T�(...1 � Q 3 . OBTAIN AtJL' DELIVER TO OWNER A CERTIFICATE, � 1r t� 1 �; IN DUPLICATE: , STATING THAT SYSTEM AS INSTALLED F1'_ % i='fit_ E[ OUT E.L� TI ©N I HAS BEEN INSPECTED, TzSTED ANl7 ACCEPTED °YAUTHORITIES AND/OR AGENCIES HAVING JURISDICTION . W �' 0 _ _ -I ---_ _ ._._..r. AND THAT ALL REGULATIONS AFFECTING WORK PAVE 'SGN1�. ` ,EHI��. BEEN SA1'I3FiFII. ( H_. �Q -�- — y Til raJ }� �>✓ �lrzl t►aE � I !'`� � S��ray SI✓hIER.. �I u E - - - - ......2 2 S I ► �' 2" Al rz I_j"M Rte_ - t -WX � L1. , Ow I �ECRUIPMENT LINE NOTED r �1R" L1�E, S�� cti'�Fr�- :U 'i. -•*-----•--�- Rpt.. ---•--- RL -- Rl. -- ---- ". 1Z1.. 1�'._ ...... . .r__ R�. •fit.. Rd- Rt. I , „ �.._._. �1.�- _ sad�__.. __ __ ___ __ St. 5�. S� . — __ __._-___ CIL 1� TU 11JE. �v IN - A PROVI E SINGLE 6"x 6"x 2" COMBINATION ON RETURN LINE , SINGLE ! ! t 0 A - [,2,I►J L1IJE �I1. HA ii?, I VIIAT� LINE I'•Cr� �'�1 A � 2"x 3�A" TWIN ,AIA 1 TNE ; AND 5INFLF'3"x 3/4" Tff 1N S©PPtY :yh+ oxr' LINE . 13 PROVIDE 2 - 6"x 6"x "' COMBINATIONS WITH 2" RiSERS ON RETURN 1 1 I I l i LINE, '2 - ?"x 3/4" T[ES AND RISERS IN AIR LINE AND 2 - 3"x 3/4" TEESAiD RISERS IN SUPPLY LINE. I "'" COMBINATIONS WITH 2" RISERS IN RETURN D® ITt�t X XL '�I��E C LINE , �E 3 - 6 x 6 x �_ 2 N � �� r_ LINE , 3 - 2"x 3/4" TE[S ;-,Nh RISERS IN AIR LINE Ar1U 3 - 3"x 3/4" TEES AND RISERS IN SUPPLY I_INE . CCA► ...,. .... O PROVIDE 4 - 6"x 6"x COMB!NATIONS j„ t<<T,;hN 1 " ' COM ATIONS WITH RISERS ON ' r - - � N + 7 I 1 � >b►_�_�µ� Qj�-1 I LINE , 4 -- l_" x .3/4" TCCS AND RISERS ON AIR LINE AND 4 - 3' 4 Z ,� . . ......,, x 3/4" - ++- d . .�R'.:.+YMWi.L�..�•ISMwMrriln Ors rr .i.w.L.w...,,r,Cy^+a,r�. .._...._..�.. .,.."--.r••-y-Fr-......•... ._.. .._.-.. _. .... �, ., . ... .. _ _. _... -_._J._ ...,.. __.._._.... _.J..f... .._,.,____ ....T. _ ...__ �. ... ....,... ...+w. . .. +mwurw,�m�..w..w m.. //(((/\\\�f IJnJ- T Ti'F`' AN I RS 0LINE . F PROVIC�E 5 -jr 6")( 6"xE� ' COMBINATIONWITHRISERS ON RETURN LINE , �,�,�ro ..ce#.._•ce-s7:::. .. .--xy'r••'-r:r,mom•--s�eK.::ty..... 111si.. „ „ , i „ �'{`V 0117 I 5 - 2"x 3/4 TEES AND RISERS ON AIR I_I NE AND � x 3/4 TEES l ~ 1 ~ AND RISERS ON SUPPLY LINE. i -011 r , + ,� 1. ,� —fill, ^ y CAP AL.I R i;FRS 11" BELOW BOTTOM OF CONCRETL Sl AN. E`8a ALL GROUPS OF FITTINGS ARE TO BE "BACK. TO BACK" WITH RISERS iN THE VERTICAL POSITION. F STUBOUT ?" UTA. AIR LIN . PROVIDE SHUTOFF AT THE END OF TH!S L INE , ' APPROXIMATE ST'JBOIIT Ft FVAT ION - 138.50' . G STI(BOUT 6" UTA. RETURN tIrlES. PROVIDE CONSTRUCTION CAPS OVER. PIPE ENDS. APPROXIMATE STUBOUT ELEVATIONS - 136.0' AND 136.8' . PLUMBING & EQUIPMENT SERVICES PLAN � H STIJROUT DIA, WATER LINE. up0VTF1F !'AClll_IM BREAKER AND 2" UTA. V 1 . CaaT TF ELEVATION 4� f,' F AI VF t'S'PROXIMA - I STUBOUT 3" DIA. SUPPLY LINE . PROVIIIi- CONSTRUCTION CAP. A"PROXiMATE EI.EVATION 140.6' . PRE:PARFD FOR O�TROM CONSTRUCTION COMPANY INC. FOR s'�ir;c_ rOP h. � t � I I I 'l I t l l Ili I l t ill I l l I l l l Ill Ill 1 1 1 t l III III III Ill Ill 1 4 1 ill , l l 1 4 1 1 4 1 III ( I III III 1 4 1 �1 4 1 IIIIIII VIII V I I I I�1 I ( l l l l l 1 4 1 I I I I I I l l 4 1 C_ 1 4 1 I I I 1 I l l l l l l �iA 5I � 7 � , 1C11 NOTE: IF THIS MICROFILMED 1 G I I 1 - L DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z LZ Z7!11191311111111`1 Z Z Z YL Z 8i [ G I i t i 1�i EI T i11 l8 1 4 DRAWING. !! !! !,!!!!!!! !!!II!!!! !II!!!ilIl!!!II!!I„ l�,!II I4,IIIIII�I!II VIII !IIII!►,4�u41 Ill!I!Illil►III►�II I► � 2 �.} MAY 44, 19 90 ._ f I , i _ T I 0' I, -t�_...._._ �� _..�_..11G x.11 ��►'�� A� �' S�'�b `�°�11gy ZONE A �4r 14HT Q _ - -- �� -� �. rT " �ZONE a1 __--- a I IrI - 77 _.. . LRX 71MC� -'+ {e_ ..IWC.-jr -t-Tuls a IL � l - ZONE C i + I ' II REVISIONS f DESIGN rte'•�.� r`, r� 1 i dfi AW N �-- �� 'E.h� -rC► lsl�ty 0 9 N4. 11 '5 ' AT E - duy fell IT 17 I J ZONE wi iv ZONE --E - ; YID . 0 i M 0 i. O o GAN SPECIFICATIONS- SHEET -13 FOR MECHANICAL SYMBOLS 4 NOTES { j � Q' � 0 ON � I I .. I 20 { ; W = Oj (Lff v ' L ! I 41-4 n �� Y9 f Ir-,I .._._...._..__. .-':.Y.'�'seTt=:fix-- erSss:-«i.n d'irs�r!•.. .idi..REsr r aeeo�eF.. ---- �ca=.� - .... . _ r•>-. - _ __ -,. -. . . �.--- - _ __ .. _------_ '",' ..: �.'. =.r—'c.:::� _r..� _L—�7.".L�'. ':� _ _ -.....t:_ _ .'�•_. ....-..'C�.._;'::L:'.. -....,�.... .�yw=291CC1f�1'91tS ."t'S..C._.�.T.--'_.��:ifm�.:l:Y.eJr_'�._•'�_ _ -...^.�5�._ _.�i•lY��.-�:—�.! ....__ __ � _ _...TlS.2^_.'__.'S_'. .. �srs�.�•4� __ ---- _ _ _,.4�.YRV1:�iLYilL.r...a_..i'+FaMIMCSAWra�N.aw.cl[1.4�i4M:yS.nlC.,....6Y:O�w:.. .::iS_�..;r�"i_..Y•....-r'Aiw=.Yi:...... :..45..-J...L-_:..._._............__.. -+..-..:..: i.::'�.�-S'...:._:..i ._:_Y:.1.:..«:_.-...._...._. . - _.. . -.- . rM'Y.Y�e- �». __.__.—.._.�_.___...._.___...,__. ......._.. .. _ __.- .-.. -__ ..._ ....... Ow� •iTr 1 L �, 67 , v MECHANICAL. PLAN NORTH CJOROIINATE PLACEMENT OF REGIST ERB WITH LIGF-rTING PLAN PRFPARID FOR OSTROM CONSTRUCTION COMPANY INC, rop 'UGFT r,nRP, •..wr.wr iM• ., "t'..�'y�' .� -. . ��r�ilwi�l��l�w MIMIWIIi I :.,., l ' ►� ►1i� il! � ! III ! ! I ►I ! � II! � !I►� ! ! I ►I!� !I !� ! li ! !j! I! li i � ilij ! !�! I ! � ! ! � ! li � ! ! I ! I ! � ! ! � il� ! !� ! I ! � i ! � ! �! � ! ilili � ! iji� ! ! ! !�! I !L ill ! lil ! L! � ! � !I ! I ►� I ! i �,I ! I ! il ;j ! � ! ►�! liji i�iji� �,.L�.,�_...�..._..__: . . ..� _.r,_.,�....r..._. -''.._.-.al�.,._...�..r:�::�::,.�„ I F THIS M ICROF I I_ME D w NOTE: I . ... DRAWI J NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ TF;E UUALItYOF THE ORIGINAL E Z Z LZ 9Z 14Z Z Z Z TZ Z 8l ETI Ll 1 [ T f.�i i I ( i 6 MJ �L DRAWIIX:. iiillllllillliilii�llllilllli � ' „I. ! ��. �'�� ' Illi �� ,i � ' � i � � illll� Iilli ►� ��► ►► �� I�� ! III�I�I�►�I�!��.�Ij��l�� ► � � �►�� _ . I Ili i iiiiil i iiliiili�lllillllllllilillilllll � li MAY 22 , 1990 r SPECIFICATIONS 9. DOUBLED STIIDS , FACE NAII 16d AT 24" O.C. -- -- ---- I(i. DOUBLED TOP PLATES , FACE: NAIL 16d AT 16" O.C. DIVISION 9 - FINISHES 11 . TOP PLATF_S , LAPS AND INTERSECTION, FACE NAIL ?-16dEsUIIDiNG EXTERIOR WALL FINISH QIVISION I - GENERAL REQUIREMENTS 11 . CONTINUOUS HEADER , TWO PIECES 16d AT 16" O.C. OFFICE ALONG EACH EDGE ' A LE CRETE" EXPPGSED AGGR ,AYE WA L FINISH TO BE APPLIED BY SKILLED PLASTERERS. GENERAL 13. CEILING JOISTS TO PLATE , TOENAIL 3-8d PREPARE: SAMPLES FOR APPROVAL PRIOR TO STARTING FINISH COAT. MATERIAL PLACEMENT SHALT. ALL 'TRK SHALL BE COMPLETED UNDER TH;. TERMS AND CONDITIONS OF THESE DOCUMENTS AND 14. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d BE A5 FOLLOWS : SHALL BE IN STRICT COMPLIANCE WITH GGVERNING LOCAL , COUNTY AND STATE CODES AND/OR 15. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAA. 3-16d I . KEYMfSH SELF-FURRING PAPER BACK LATH. ORDINANCES. CONTRACTOR SHALL ACQUIRE ALL NECESSARY PERMITS AND PAY ALL FEES. 16. CEILING' JOISTS , LAP OVER PARTITIONS, FACE NAIL. 3-16d BASE SCRATCH COAT ; CEMENT AND SAND. 17. RAFTER TO PLATE , TOENAIL 3-8d 3. BROWN AND FINISH COAT COMBINED , CEMENT, SAND AND 3/8•-INCH ROCK. WATER WASH TO CONTRACTOR SHALL PROVIDE ALI- MATERIAL AND FOUIPMENT NECESSARY TO PROTECT THE 18. 1" BRACE TO EACH STUD AND PLATE , FACE NAIL 2-8d STRUCTURE , WORKMEN AND OTHER PERSONS AND PROPERTY gURING CONSTRUCTION. EXPOSE AGGREGATE . 19. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 4. ACID WASH 20. W10ER THAN 1"XR" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 5. SEALER ; BURKE "AGGREGLAZE" OR APPROVED EQUAL_ . I MATERIALS ARE LISTED TO INDICA-rr Ql1ALITY DESIRED. SIMILAR MATERIALS OF EQUAL 21 . BUILT-UP CCRNFP STUDS 16d AT 24" O.C. QUALITY MAY BE SUBSTITLITFO UPON APPROVAL, SIGNED APPROVAL SHALL BE MANDATORY SEE ELEVATION DRAWINGS FOR LOCATION OF #66 (ALV. STOPS AND #15 GALV. EXPANSION JOIrITS . ON CHANGES , REVISIONS , CU13STITUTIONS AND SHOP DRAWINGS PRIOR TO ORDERING MATERIAL CE_DAR_SIDI_NG: ROUGH SAWN, TIGHT KNOT CHANNEL GROOVE , 1 "xP" WC--141 CEDAR SIDING. USF NO M..TAL. ON 90 CORNERS. OR COMMENCING WORK. SHOP Uh,'WINGS SHALL BE PREPARED BY ONLY THAT SUBCONTRACTOR ^ Y 1" x ROUGH SAWN CEDAR AT CORNERS AND AS SHAWN ON THE DRAWINGS. CEDAR RETAINED TO EXECUTE THAT SPECTFIC CONTRACT. SIDING TO BE PLACED OVER ;5# FELT PAPER. NAILING WITH 8d GALV. HUT DIPPED GYPSUM DRYWALL SIDING NAII S. NO RAWER MARKS ALLOWED. ! NAiLS REQUIRED AT EACH NAILING AEI. GYPS' L DRYWALI USED ON THF INTFRIOp nr TUIr G; THE PRODUCT OF ONE ALL CONSTRUCTION LABOR , MATEP.IAI AND COMPONENTS SHAI_l. BF GUARANTEED FOR ONE ( 1 ` POINT. wunr SIInLL MANUFACIUKER AND SHALL BE TAPERED EDGE FOR FINISHED SURFACES AND BUTT FDGF FOR CALENDAR YEAR FROM DATE OF SUBSTANIIAI COMPLETION. ALL OTHER ITEMS AS WARRNATF.Q BY PRODUCT MANUFACTURER , SUBJECT TO CONDITIONAL UCONCEALED SURFACES , ASTM 036-15 FACE LAYERS , 1/2-INCH AND 5/8-INCH THICKNESS , NON- SF PROVISIONS OF SAID WARRANTY, DIVISION 7 - THERMAL AND MOISTURE PROTECTION RATED THROLIGWTT)UT, EXCEPT TYPE "X" - 1 HOUR , ASTM 630-14a AND WATER RESISTANT AS ��J r DIVISION ? - SITE WORK INDICATED ON FINISH SCHEDULE , AND WHERE. REQUIRED BY 198? URC. --- -- - BUILDING INSULATION _ INSULATION TTTU EXCEED 450.WITH UBC SECTION 1713. FLAME SPREAD NOT TO EXCEED 25. SMOKE SITE WORK, COMPACTED FIII.. PAVINC' DENSITY NOT TALL JOINT SYSTEMS , INCLUDING REINFORCEMENT TAPE AND COMPOUND, S111ALl BE A SYSTEM �. -_ -� RECOMMENDED BY THE MANUFACTURER OF THE GYPSUM PANELS AS COMPATIBLE WITH THE PANELS USED. REFER TO PLANS, ROOF SHALL HAVE 9-INCH THICK FIBERGLASS FOIL FACED BATT IN;.ILIATION APPLIED TO A SINGLE COMPOUND MAY BE USED FOR EMBEDMENT OF TAPE , SKIM COATING, AND FINISHING IF THF PAINT STRIPPING_ UNDERSIDE OF ROOF SHEATHING, INSTALLATION SHALL BE BY APPROVED HANGER CTRAPS 01` COMPOUND SO USED IS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER. '�IDr- 'rn GRADE YELLOW ACRYI IC LATEX PAINT. "NON-REFI ECTORIZED" BY SHERWIN BY LIGHT GAGE WIRE ADAQUATELY TIED OFF TO PREVENT MOVEMENT, OR BY STAPLES METAL CORNERS WHERE REQUIRED SHALL BE SIMILAR TO U.S.G. 'S SERIES 200-8 FOR 1/2-INCH AND WILLIAMS , "IRON CLAD" BY BENJAMIN MOORE , a5-883 BY MILLER OF APPROVED EQUAL. THROUGH EDGE TABS. O 5/8-INCH WALLBOARD THICKNESS. PROVIDE AT ALL LOCATIONS WHERE EXPOSCD TO DAMAGE SUCH AS ACOUSTICAL. CEILINGS SHALL HAVE 3-INCH :'HICK ?'x'; ' FIAFEP,GLA',� BA7 1,45LI'LATION LAID oN OUTSIDE CORNERS OR CHANGE OF MATERIAL , ETC . SEE DE=TAILS. PROVIDE MILCORE METAL ANDIL EXTRUDED CONCRETE CUP.BS TOP JF GRID. ALSO SEE STEEL BUILGIN+G riF'ECIFi RESILIENT CHANNEL AT LOCATIONS SHOWN ON PLANS. IL EX`T'RUEE�7 CUtBS LiE'�S ECIC , NO SLUMP CONCRETE MIX WITH NOT LESS THAN (7) SACKS INSULATION REQUIREMENTS. CATION " FOR PRC--ENGINFF_RED BU;I_DING CEMENT PER CUBIC YARD, TO OBTAIN 5000 PST COMPRESSIVE STRENGTH IN 28 DAYS. SUSPENDED ACOUSTICAL CEILING PIPE INSULATION AND DUCT INSULATION PER PLANS AUL AC- USTICAlC 'i LNG -b-6-AR-DS SHALL BE THE PRODUCT OF ONE MANUFACTURER, SHALL BE 0 CURING COMPOUND TO BE ARCYL I C TYPE , ASTM C309-74 APPLIED 300 SQUARE FEET PER "------`------- - -- ---- ----------- PROPERLY D I MENS IONE D TO FIT GRID PATTERN SHOWN , SHALL HAVE A MINI MUM NOISE RE DICT ION GALLON. MEMBRANE ROOFING COEFFICIENT (NRC) OF .65 IN A NUMBER 7-COUNTING, A FLAME SPREAD INDEX OF 0-45 IN �. BOND TO PAVEMENT WITH EPDXY RESIN BONDING ACaESIVE FULL WIDTH OF CURD, SIX-INCH W_WP___W1-c-AYED ON DRAWINGS AS hUTI_T-UP ROOFING, APPLY A HO'' PROCESS ROOF ASSEMBLYACCORDANCE WITH CLASS A REQUIREMENTS OF FEDERAL SPECIFICATIONS SS-S-118x . ACOUSTICAL CEILING P�IARDti AND SUSPENSION SYSTEM SHAH BEA :'-FOOT BY 4-FOOT GRID.CYCLE .. DESCRIBED BELOW, WITH QiSE FLASHING ANU METAL CAP COUNTERFLASHiNG. w PROVIDE CONTROL JOINTS AT 20" SPACING. JOINTS SHALL_ EXTEND COMPLETELY THROUGH A. EVANS ROOF SPECIFICATION NO. E-20-W, 4-PLY, 20-YEAR BONDABLE CLASS "A" , SMOOTH APPROVED: U.S. GYPSUM "AURATONE" FISSURED CURBS. HAND TOOL AT EDGES. SURFACE ROOF, WITH EVANS #500 PERMABRITE EMUSIVED ALUMINUM FINISH COAT. CAPAUL CEI;-INGS 1/,--INCH VINYLROCK, 2 'x 4' PANELS. DIVISION 3 - CONCRETE B. CONGLAS ROOF SPECIFICATION NO. NO-20U-SSR , 4-PLY., 20-YEAR BONDtii;:.E CLASS "A" , ALL 'T" GRID SYSTEMS SHALL BE IN THE PATTERN INDICATED ON THE DRAWINGS AND SHALL BF I SMOOTH SURFACE, WITH ALUMINUM FINISH COAT. ONE OF THE FOLLOWING (NON-RATED) . COLOR - WHITE: i CONCRETE FL_ASHI_NG AND SHEET_METAL A. DONN PRODUCT;, INC. ''DV" SYSTEM AIT CIYNCRETE FOR FOOTINGS , ;LABS , WALKS SHALL BE S'ANDARD 3000 PSI , ?8-DAY STP,ENGHT. AZL PREFINIShED FLASHING TO BE ?6 GAGE (MIN. ) WITH "BRONZE" COLOR. COLOk TJ CF APPROVED B. DONN PRODUCTS, INC. DXA416 DOUBLE WEB OFFSET. STEEL WITH A1_ '.)MINUM CAP. t!il L CEMENT SHALL_ BE PORTLAND CEMENT `ON7ORMING WITH ASTM C-150, TYPE T OR 11 . BY ENGINEER PRIOR TO FABRICATION OF MATERIALS. SEE PLANS FOR LOCATION OF PRE- FINISHED ME1'H1 . THE SYSTEM SHALL BE COMPLETE WTIH ALL SUPPORTING MEMBERS. ANCHORS , WALL CO?NICES , AND ADAPTERS FOR LI44HTING FIXTURES AND CEILING GRILLES , PLUS ALL ACCESSORIES OF EVERY BOTTOM OF EXTERIOR FOOTINGS AND FOUNDATIONS SHALL BE TO A MINIMUM DEPTH OF 2 - U" NATURE REQUIRED FOR A COMP(_ETE INSTALLATION. FINISH GRADE , OR A MINIMUM PENETRATION OF 1 ' - 0" INTO ORIGINAL_ UNDISTURBED ALL GUTTERS , EXPOSED LEADER BOXES AND EXTERIOR DOWNSPOUTS TO BE ?4 GA. G. I . UNLESS OR COMPACTED SOIL , WHICHEVER IS GREATER. OTHERWISE NOTED. ALL TO BE PREFINISHED INSIDE AND 'OUTSIDE WITH CAKED ENAMEL_ FINISH RESILIENT FLOORING REVISIONS BOTTOM OF INTERIOk FOOTING ANG/OR FOUNDATIONS SHALL BE -TO A MINIMUM PENETRATIOP UNLESS OTHERWISE NOTED. RCS_fC1EN-T �OORIING REQUIRED FOR THIS WORK IS INDICATED ON THE DRAWINGS AND INCLUDES , BUT OF , ' -0" INTO ORIGINAL UNDI`.TURBED OR COMPACTED SOLI_. ROOF HATCH 10) NOT NECESSAkLIY 11MITED TO VINYL-ASBESTOS FLOOR TILES , SHEET VINYL FLOORING,, ROOF NATCN TO BE GALVANIZED STEEL , PRIME COAT PAINTED 1-INCH RIGID INSULATED WALLS , TOP SET COVE BASE. ALL EXPOSED CONCRETE SHALL BE SMOOTH FORMED WITH PROTRUSIONS REMOVED. TIE-WASH INSIDE-OUTSIDE LATCH WITH PADLOCK HASP. SIZE: 2 '-6"x 3 '-(I" . SHEET VINYL TO BF ARMSTRONG .090-INCH THICK WITH HYDROCORn BACK, OR APPROVED EQUAL . DIMPLES ROCK,RLY PLACEDPOCKETS A. BILCOTYPE NO. S-2C ALL TOPSET COVE BASE SHALL BE 4 INCHES HIGH ROLL -STOCK (NOT PRECUT TO 48-INCH l_E:NGTHS) , SPACE[) AND IMBEDDED.AND OTHER VOIDS FILLED AND SURFACE SACKED. ANCHOR BOLTS DEMON � SHALL B PROPERLY S , . B . BABCOCK-DAVIS EASY ACCESS ALL ADHESIVES SHALL BE RCA ROBBER OR APPROVED, SQUARE NOSE , 1/8-INCH THICK, SAFETY RIB DRAMIIN � �� CONCRETE FLATWORK: INTERIOR SLAB SHALL. BE SMOOTH TROWIELFD. SI AG CONSTRUCTION TREAD, FLEX1-FIOR *777, WITH .090-INCH MTNIMUM THICK SHEET VINYL SKIRTS. 9 NO. Ilr� JOINTS TO BE 20' -0" ►O.C. EACH WAY. APPLY AS PER MANUFACTURER'S REQUIREMENTS. CAULKING SILICONE RUBBER BASE CAULKING IN ONE-PART COMPONENTS IN STANDARD COLOR A5 SELEC.TED DATE -._._ PAINTING CONCRETE CURING COMPOUND HORNCURE 300 BY A .C. HORN. WHERE MATERIAL IS EXPOSED, SHALL. BE GUN-GRADE CONSISITENCY. MATERIAL; APPROVED ARE DOW ffTERIOR WOOD - 1WO COATS CUPRI NOL STAIN. CORNING 780 FOR USE ON POROUS SLIRFP,CES (WOOD) AND ' 781 ON NON-POROUS SURFACES SHEETMETA AND DOWNSPOUTS - GALVANIZED PRIMER AND TWO COATS EXTERIOR SFMT-';Luis ENAMEL . • EXTERIOR CONCRETE FLATWORK SHALL BE AS INDICArEO ON DRAWINGS , BROOM FINISH AND (GLASS/METAL ) . PROVIDE (REMOULDED FILLER GASKETS IN CORD SECTION IN SIZES AS REQUIRED HOLLOW METAL DOORS - PRIME COATED AT FACTORY AND ,WO COATS EXTERIOR St", l-GLOSS ENAMEL. . T u SCORED AT O O.C. , WITH EXPANSION JOINTS AT BUILDING WALLS ANE? AS REQUIRED. TO PROVIDE SECURE BACKING FOL? SEALANT WHERE REQUIRED. MATERIAL. SHALL BE CLOSED-CELL -1 POLYETHYLENE FOAM, WHITE COLOR , 'WILLIAMS "EVERLASTIC" OR DOW CORNING "ETHAFOAM" . INTERIOR GYPSUM BOARD (TEXTURED) - ONE COAT SHEETROCK SEALER AND ONE COST INTERIOR LATEX �ONCR�TE REINFORCING WALL PAINT. RtIrJ CIL�G BARS SHALL BE DEFORMED , INTERMEDIATE GRADE STEEL CONFORMING DIVISION DOORS WINDOW, AND GLASS WITH INTERIOR CYPSUM BOARD (ENAMEI ED) - ONE COAT SHEETROCK SEALER AND TWO COATS ALKYD SEMI - ' �i - "SPECIFICATIONS FOR BILLET-STEEL. REINFORCEMENT BARS" , ASTM A-615 GRADE 60 ---- GLOSS. FOR #5 BARS AND LARGER' ASTM A-615 GRADE 40 FOR *4 BARS AND SMALLER. INTER TOR WOOD (ENAMELED) - ONE COAT ENAMEL UNDERCOAT AND TWO COATS ALKYD SEMI -GLOSS. LLLLLLLLLL� METAL _DOORS AND FRAMES INTEIOR W000 (STAINED) - WIPE ON (jTL STAIN, ONE COAT LACQUER SANDING SEALER, TWO COATS PEI_ METtiL DOORS S'hALL BE FULL FLUSH TYPE CONSISTING OF 2 FLUSH PANELS OF 18 GAGE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- 185. STEEL WITH A MINIMUM OF 3 PAIRS OF 20 GAGE VERTICAL "Z" BAR STIFFENERS WELDED TO "EMI-GLOSS CLEAR Ok TINTED LACQUER, DIVISION 4 - CONCRETE MASONRY - DELETED EACH PANEL_, AND EXEF_NDING THE FULL. HEIGHT OF THE DOOR. CONTINUOUS HORIZONTAL DIVISION 10 - SPECIALTIES STIFFENERS WELDED TO TOP .AND BOTTOM OF EACH DOOR SHALL BE 16 GAGE. FILL DOOR SOLID ---- - - �- y - DIVISION 5 - STRUCTURAL STEEL WTIH MINERAL ROCK WOOL BATTS. TOILET PART;TIONS i�Lt "`(`GLEET URER ; FI AT METAL M�ii. CO. T , GALVANIZED EXTERIOR GLOBE STEEL PRODUCTS OR DOORS AND FRAMES. DOORS AND FRAMES SHALL BE PRE-CLEANED AND SHOP PARTITIONS SHALL BE THE PRODUCT OF ONE MANUFACTURER , STRUC�JRAL STEEL (MISC. RAILINGS ETC.. NOT PART OF STEEL BUTLDING) PRIMED WT . H MART!N-SENOUR 1)1631 GALVANIZED METAL PRIMER OR AS APPROVED FOR FINI >H , KNICKERBOCKER PARTITION CORP. , OR C 2 W AC"L SrIT� IEtAL STEEL , BARS AND PLATES SHALL CONFORM WITH ASTM A36-74; PIPE COLUMNS , PAINTING WHICH WILL BE APPLIED ON THE JOB SITE. A-53-73 GRADE B, TYPE E OR S ; TUBE COLUMNS , A-501-74 ; ALL f'y = 36 KSI . ALL TOILET PARTITIONS SHALL BE COMPI ETE WITH HINGED, COAT 000K, LATCH AND ALL NECESSARY O ' CE ALL l'NF[NISHEQ BOLTS AND NUTS SHALL CONFORM WITW ASTM A-307 GRADE "A" BOLTS. , SECURE TEMPLATES FROM THE FINIHARDWARE AND CLIPS FOR MOtINTTNG SH HARDWARE SUPPl1EF. REINFORCE ALL HARDWARE LOCATIONS. (1)ALL METAL FRAMES SdALL BE MANUFACTURED FROM STEEL. STRETCHER LEVEL STANDARD OF SHOP DRAWINGS SHALL BE Sl18MITTED FOR REVIEW. � O UNLESS OTHFRWISE SPECIFIFD . All IRON AND STEEL_ SHALL BE THORY'JGALY CLEANED .AND GIVEN ONE FLATNESS, COLD ROLLED, It GAGE FOR INTERIOR DOOR FRAMES AND 14 GAGE F!', EXTERIOR L1,� Z o SHOP COAT OF PAINT AND THOROUGHLY DRIED BEFORE DELIVERY 'TO THE JOB SITE. DOOR FRAMES. TOILET ROOM ACCESSORIES W W © IQ ABOBRICK B-1 66 1624 MIRROR AND SHELF AT EACH LAVATORY. CD ALL WELDING SHALL BE PEN!-ORMEU BY CERTIFIED WELDERS. WOOD DOORS BOBRICK 8-262 TOWEL DISPENSER W � TGAGE SOTII) COR: DOORS TO BE STAIN GRADE OAK OR BIRCH FACES MANUFACTURED IN STRICT ACCORDANCE BOBRICK B-1115 SOAP DISPENSER z Cc LIG_N_ STEELAND STIRS STUDS WITH NATIONAL WOOUW�IRK MANUFACTURERS ASSOCIATION (NWMA) . ALL rRACk TO CONFORM 10 ASTM 446-7? (;RADE A, WALL FRAMING 1S TO ISE A COMPLETE POBRICK B-?73 T.P. HOLDFR OR B-266 0 SYSTEM WITH ALL BRACING, ANCHORS FTC. ALUMINUM "STOREFRONT" AND ENTRANCESJi4 ONLY. (3 � �W STUDS TO BE STUDC.0 -43.55?? STOREYFONT S STENTS SNALL EfF ,ALUMI-L1IM FXTRUDED FROM 6063-1`52 ALLOY FOR DOORS , FRAMES , AND GRAB BARS PER IJBC REQUIREMENTS IN RES'TROpMS X13 ,1N0 M Z MOULDINGS, 5005 ALL' FOR RJLLED SECTIONS, ALUMILITER, AND WITH ALL REQUIRED Z PRkENGINFERED STEEL BUILDING Q DIVISION 11 - EQUIPMENT - DELETED - REINFORCEMENT. THE ENTIRE: SOTREFRONT SYSTEM SHALL BE BRONZE ANODIZED. THE SPECIFIC �� w � SEE SPECT T'ATIb�V5 SHEET X13 COLOR TO BF APPROVED BY THE ENGINEER, AND SHALL BE DESIGNED 1.0 WITHSTAND A WINULOADDIVISION 12 - FURNISHINGS DELETED J Q, OF la POUNDS PER SQUARE FOOT. DOORS TO BE EQUIPPED WITH CLOSURES, LOCKS, THRESHOLDS, - WO DIVISION E. - WOOD WEATHERSTRIPPING ALL AROI1ND, BUTTS AND ANY MT SC. ITEMS FOR A COMFLETE OPERATING DIVISION 13 - SPECIAL CONSTRUCTION - DELETED LUMBER SYSTEM. ALL GLAZING TO BE SOLOR TINTED. --- -" �--- TRIALS: ALL LUMBER SHALT_ MEET OR EXCEED THE FOLLOWING, MINIMUMS , WITH MOISTURE THOROUGHLY CAULK '+LL JOINTS BETWEEN THL STOREFRONT SYSTEM AND OTHER MATERIALS. ADJUST DIVISION 14 - t.ONVEYING SYSTEMS - DELETED CONTENT NOT TO EXCEED 15 PERCENT. ALL STOREFRONT DOORS FOR PROPER OPERATION AND CLEARANCES . DI_V:SI.ON.-15 - MECItANICAL. ITEM MATERIAL AND GRADE + FINISH HARDWARE q .-.__ • . . - -�_�. . . _ .._ PLUMBING SILLS PRESSURE TREATED DOUG FURNISR TL HARDWARE COMPLETE WITH ALL NECESSARY SCREWS , BCL TS , AND OTHER FASTNERS OF I�I.11;�16ING FIXTURE SCHEDULE (NO Sl!BSTITUTIUNS WITHOUT APPROVAL_ ) : LAS FIR STUDS DOUGLAS FIR "STUD GRADE" SUITABLE TYPE .AND SIZE TO ANCHOR THE HARDWARE IN POSITION. P-1 TOILET - KOHLER K-3528-EB HIGHCLIFF WATERGIJARD WITH DOLT CAPS. WHITE .ROOF JOISTS AND LEDGERS DOUGLAS FIR, STROCTURAL GRADE NO. 2 HARDWARE SHALL BE OF COMMERCIAL QUALITY , AS ;HOWN BELOW, OR EQUAL. : SEAT - KOHLER o4650 0, PI ATE DOUGLAS FIR, STRIICTIIRAL. GRADE N. 2 ROOF BEAMS DOUGLAS FIR, STRI'CTURAI GRADE NO. 2 LCTCKSETP-2 TOILET - KOHLER K-4262 ET DOWNING WITH BOLT ,;APS. WHITE. SI.OAN VALVE 110 FYV . w BLOCKING DOUGLAS FIR , GRADE NO. 3 CLOSURES - BEST LOCK; SCHI_AGF C-D SERIES (MASTER KEYED) SEAT - KOHLER K4666-C . ROOF SHEATHING A.P.A. STRUCTURAL II-C-D WITH EXTERIOR GLUE CLOSURES - SORBIN ; LLA P- 3 URINAL - KOHLER BARDGN WATERGUARO K-49(30-T. VALVE SLOAN 186. EXTERIOR WOOD TRIM RESAWN WESTERN RED CEDAR, MIXED GRAIN , N0. l COMMON BUTTS - STANLEY ; LAWRENCE PRESSURE TREATED I_(IMBER FEDERAL SPEC. TT-W-571 C STOPS - DOBBIN; IVES F'-4 WATER COOLER DRINKING FOUNTAIN RELOCATE EXISTING COOLER FROM EXISTING BUILDING, INTERTOF WOOD TRIM "8 AND BTR" , SELECT D.F. SUPPLY NEW P-TRAP AND FITTI NS AS REQUIRED. FURNISH THE ITEMS IN T►!E AMOUNTS INDICATED ON THE DRAWINGS OR REQUIRED FORA COMPLETE INTFRIOF, NAZI-S COMMON (EXCEPT AS NOTED) CONFORMING WITH FEDERAL AND OPERABLE FACILITY , INCLULT1G SUCH ITEMS OF M1SCELLAMEOUS HARDWARE AS CABINET P-5 LAVATORY - KOHLER CHESAPEAKE- K- 1725, 19"x 17" , CENTERSET - KOHLER K-6883 . SPEC. FF- Ni HARDWARE, "STAIR RAILING BRACKETS , SHELF SUPPORTS , ETC. ALSO SEF DIVISION 1U . P-6 SERVICE SINK - MOLDED STONE 24"x ?.4" WAIL HUNG. FIAT OR FOUAL , FAUCET - GOOSE NECK. EXTERIOR NAiI.S HOT DIP GALVANIZED NAILS ,•� JOIST HANGERS SIMPSON, TECO, BOWMAN OR APPROVED EQUAL GLASS AND GLAZING P-7 WASH SINK -- BRADLEY - 54" DIAMETER CORNER UNIT. MODEL kKFC. WITH SOAP DISPENSER. d�+ - , kLl. GLASS SfiALI 3EAP THE LABEL OF ITS MANUFACTURER AND SHALL CONFORM, COLOR BY OWNER, 3y IN ALL RESPECTS , , ! ALL NAILING PER TABLE NO. l5-P UNIFORM BUILDING CODE , UNLESS NOTED OTHERWISE. WITH THF PERTINENT REQUIREMENTS OF FEDERAL SPECIFICATION 00-G-451D. - � P-8 COFFEE-SINK - {3 kA� L�.Q I ,Z'L 10 W(rI+ r1Cxe►, 491 .rGi►!? Q�,4T �taSTGuT w.ir /�; TABLE N0, 25-F - NAILING SCHEDULE ALL STOREFRONT GLASS SHA.II_ BE BRONZE TINTED. ALL GLASS IS TO RENEW !./4" POLISHED P-9 SFRVIC � BASIN - FIAT #MSB-2424, MOLDED STONE SERVICE. BA:: s" DIAMETER OUTLET � 'S J. F� ' °j_ATE AND IS TO BE SET IN ALIMiNLH. WITH STPAINER . #830-AA SERVICE BASIN FITTING ANI) VACUUM BREAKER. CONNECTION NAILING 4832--AA 140SE AND BRACKET. 1 . JOIST TO SILL.. OR GIRDER, TOENAIL 3-8d PROVIDE TEMPERED GLASS IN STRICT CONFORMANCE WITH CODE REQUIREMENT'.• P-10 WASH BASIN - KOHL ER 4-3200, 5-FOOT LENGTH WITH 3 01<4892 FAUCETS. 2. BRIDGING TO JOIST, TOENAIL._ EACH END '-8d SET TRUE AND TIGHT WITH TAPED EDGES OR GASKETS ON RESILIENT SHIMS WITH ,.LAZING COMPOUND. P-11 WATER HEATER - 52 GALi_OLJ ELECTRIC BY AMERICAN APPLIANCE MFG, VERIFY BU'LDTNG 3. 1"0" SURFLOOR OR LESS TC, EACH JOIST, FACT NAIL 2-8d REMOVE EXCESS COMPOUND AND CLEAN GLASS , FRAMES AND TRIM IMMEDIATELY FOLLOWING GLAZING. SL•RVICI` VOLTAGE WTTH ELECTRICAL PLANS. 4. WIDER THAN 1"x6" SURFLOOP. TO EACH IOIST , FACE NAIL 3-8d 5. ?" SUBFLOOR TO JOIST OP GIRDER , HLINI) AND FACE NAI( 7-16d ALUMINI)1M WINGt?WS P-12 WALL CLEANOUT - WALL CLEANOUT WITH CHROME PLATE COVER - J.R. SMTTH, SERIES 04475.6. SOLE PLATE TO JOIST OP RlnCVTNC , FACE NAIL 16d AT i6" O.C . ARE--i�VU�AC''tITt�D UNIT' SHALI BE DOUBLE PANE , BRONZE ANODIZED WINDOWS WITH SOLAR TINT RFQIlIRES THREADED "SAN TEE." WAI_l FITTING, 7. TOP PLATE TO STUD, END NAIL 2-16d GLA ZINC,. GLASS UNITS SHALL BE FREE FROM MATERIAL. OBSTRUCTION OF VISION A A RESULT ..� P-13 FLO,)k DRAIN - .1 , R . SMITH 02010A, �"' nTAMFTFR OIITLFT , 5" DIAMETER NICKEL BRONZE TOP. 8. STUD TO SOLE PI ATF 4-8d, TOENAIL OR OF FILM FORMATION , !MOISTURE CONDENSATION OF THE INNER SIIRFACE , AND LOSS OF INSULATING, F•- 1.4 HOSEBIB - WnnDF))RD MODEL. 014 . 2-16d, END NAIL VALUE DUE 'TO LEAKAGE OF UNIT AT SEALED EDGES. C .c't. - CI FANIIT - 1,14. SMITH *4103 SPONZE TOP AND 3" DIAMETER OIITL ET. PREPARED FOR OSTROM C(nNTltlit`T ION COMPANY INC . (;FT C(lp, r ' � .. _ n■ .+.r....r+...aww�r.�.w•_..,�...u.,yn..............s..aw+rr+.►rr.wwa.�.wRsa..uu,.r.......�._, � 1IIL � � III � � � Iii I � I � I ---- -l______-�___ _�_-_ -- - - �- - --- -� - -- 1 _ -1- e, NOTE: I' THIS MICROFILMED DRAWING IS LESS CLEAR THAN �� io i� THIS NOTICE. IT IS DUE TO ILII IIID IIILIIIII I III IIII�II,II II1I1I,111I, �_ Il114i 1II [ IIEIi 1z��i lIl I [- l - 8THE QUALITY OF THE ORIGINA_ DRAW l N . III4ZIIII1!11 III .I I�II 171, llII I1 I8I II II ►T9-I- -I >r Z iI 4 MAY 22 +' III III,III II IIIIII IIIIIIIII IIIIIIIII II 199010o `� I PLUMBING NOTES 3. PHYSICAL- CHARACTERISTICS : 1 . �7�L1_ -WORK 7� CONFORM 'i0 'EHL ONIFO'M PLUMPIN ; CODE , 1979 EDITION, AND ALL. CITY OF PRE-EN6INEERED STEEL BUiLDINV SYSTEM_ T!-ARD CODES. -- -`- - -'- k THE PHYSICAL CHARACTERISTICS Cr" IHE EXTERIOR COATING SHALL. PROVIDE 2. ALL FLOOR DRAINS ARE TO LI PPOPF �,. Y PRIMED FROM THE NEAKEST CONVENIENT FIXTURE. A. SIZE AND TYPE RESISTANCE TO FAIIORE THROUGH CRACKING, CHECKING, CRAZING, SPOTTING OR 3. PROVIDE WATER HEATER REL11.F VALVE PIPING TO SAFE OUTDOOR LOCATION. 1rNE 8 1LOTNG SHALI BE A PRE-ENGINEERED SINGLE SLOPE OR GABLE TYPE STEEL RIGID FRAME AS LOSS OF ADHESION. 4. PROVTDEAS-BU:LT REPRODUCIBLE GRA'W,NGS OF ALL DRAINAGE AND SUPPLY PIPING. INDICATED ON THE DRAWINGS AND SHALL 13E PROVIDED BY A COMPANY REGULARLY ENGAGED :N THE 5. ALL WATER PIPING FOR DOMESTIC USE TO BE TYPE "I." COPPER, MANUFACTURE OF METAL BUILDINGS. ENDWALIS SHALL BE OF RIGID FRAME OR POST AND BEAM B. THE PHYSICAI CHARACTERISTICS OF THL EXTERIOR COATING SHALI BL MEASURED 6. SANITARY SEWER LINES UNIDER SLAB TO BE CAST IRON NO HUB OR A.B .S. U.W.V. PLASTIC . DESIGN AS SHOWN ON THE DRAWINGS. DIMENSIONS SHALL BE AS SHOWN ON THE DRAWINGS W.TH BY THE FOLLOWING LABORATORY WEATHER SIMULATING TESTS TO OBTAIN TEST 7. SLEEVES: AT ALL PENETRATIONS OF CONCRCTE CONSTRUCTION , USE STANDARD STEEL PIPE AN SAVE HEIGHT AS REQUIRED TO PROVIDE MINIMUM CLEARANCES UNDER THE RIGID FRAMES NO RESULTS JIISTIFVYNC A MANUFACTURER 'S 5 YEAR GUARANTEE . SLEEVES. LESS THAN INDICATED. ROOF PITCH SHALL BE ONE INCH IN i2 FEET. THE BUILDING SHAH BE LOCATED AS ON THE SITE PLANS. I . HUMIDITY RESISTANCE AT 1011 F ANI) 100'• R.H. IN ACCORDANCE WITH ASTM 8. WALL- OR CEILING PLATES OVER CLEANOUTS - USE CHROME PLATED PRESSED STEEL PLATES. D-22.47. SEE FIXTURE LIST. B. MATERIALS ? . SALT SPRAY RESISTANCE - IN ACCORDANCE WITH ASTM B- 111. 9. USE .UPERSTRUT HOOP OR CLEViS TYPE PIPE HANGERS. ALL O'eERHEAD DRAIN LINES TO BE HUNG All hWERIALS , INCLUDING BASIC STEEL_ PI ATE , A!UMINIIM AND GALVANIZED PREFINISHED COIL. I . REVERSE IMPACT RESISTANCE - IN ACCORDANCE WITH ASTM D-2794 . 4 '-0" O.C . AND 1 ' -0" EACH SIDE OF JOINTS. ALL OVERHEAD WATER LINES TO BE HUNG STOCK SHALL BE NEW. 4. RESISTANCE TO ACCELERATED WEATHERING; IN AN ATLAS MOnFI. XW-'- DEW IU'-O" O.C. MAX . CYCLE WEATHER-O-METER IN ACCORDANCE WITH ASTM D-82"2. 10. ALI. PLUMBING VENTS '4UST EXTEND 1L'" ABOVE BUILT-UP ROOF. ALL. FLASHINGS TO BE 4k C. DESIGN �IIIIDING SHAH. BE OF STEEL RIGID FRAME DESIGN , DESIGNED TO MEET THE REQUIREMENTS OF THE 5. RESISTANCE TO DRY HEAT'. ShEF:T LEAD WITH TOP COUNTERFLASHING. (STEEL_ ROOF SYSTEM EXCEPTED. ) STATE AND LOCAL BUILDING CODES WHERE THE BUILDING IS TO BE ERECTED. THESE TOADS INCLUDE 6. ABRASION RESISTANCE. 11 . ABOVE SLAB HOT AND COLD WATER LINES TO BE INSULATED PER INSULATION MANUFACTURER 'S ROOF SNOW LOAD WIND LOAD WIND LOAD UPLIFT AND A COLLATERAL LOAD OF 5 POUNDS PER SQUARE RECOMMENDATIONS. FI_,iME' AND SMOKE SPREAD RATINGS PER UNIFORM MECHANICAL CODE AND FOOT IN W LOAD , TO THE ABOVE. MENTIONED LOADS. PURLINS MUST BE DESIGNED FOR A MINIMUM C. GLOSS 01 FINISH SHALL ITE MAINTAINED EVENLY OVER ENTIRE SURFACE AT 30 5 UNIFORM BUILDING CODE.. ('OOTI N AL LOAD OF 5 POUNDS PER SQUARE FOOT. OR - 10 UNITS AS MEASURk0 ON A PHOTOVOLT METER FOR PLEASING APPEARANCE , O APPROVED MANUFACTURERS: JOHNS-MANVILLE ; OWENS COPNiN(., BALANCE , REFI_E.CTIVITY , AND DURABILITY APPROVED INSULATION: GLASS FIBFR PIPE COVERING STRUCTURAL_ whLL SECTIONS AND WELDED PLATE SECTIONS TO BE DESIGNE=D 1N ACCORDANCE 4• COLOt"": 12 . ALL WALL_ HUNG FIXTURES SHALL BE PROVIDED WITH 2 x WOOD Bt�CKING ADEQOATE_ TO PROPERLY WITH ,A, ' .S.C. "SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL_ STEEL_ SUPPOPT FIXTURES. BACKING BY CLUM3ING CONTRACTOR. FOR BliftDTNGS" WITH SP£C1FTC REFERENCE TO THE ALLOWABLE STRESSES STIPULATED IN EXTERIOR �'JRFACE OF WALL PANELS TO BE AS SELECTED BY THL OWNER FROM MANIIFACTURER'� 13 . PLUMBER TO PROVIDE REDRODUCIBLE "AS-BUILT" DRAWINGS OF ALL. PLUMB114C, AND EQUIPMENT SECTIO' 1 . 5 i'`IROUGH 1 . 10 INCLUSIVE. ALL COLD FORMED STRUCTJRAL MEMBERS DFSIGNEn STANDARD COLORS. THE INTERIOR OF PANELS TO BE BEIGE OR OFF-WHITE. PIPING. IN ACCORDANCE WITH A. I .S. I . "SPECIFICATIONS OF DESIGN OF COLD FORMED STRUCTURAL O "EMB IR'S"- 5. 5 YEAR GUARANTEE ALL FINISH COLORS: MECHANICAL. SYSTEM DESIGN CALCULATIONS AND CjAPLETE ERECTION DRAWINGS WILL BE REQUIRED OF THE SUCCESS a FO�tN�H, IPISTAL� AND TEST ALL PIPING AND MECHAN:CAI_ SYSTEMS COMPLETE WITH ALL SUPPORT; , A 5 YEAR GUARANTEE SHALL 8E PROVIDED FOR REPAINTitiC,, 1N PLACE , THE FACTORY INCIDENTAL MATERIALS, ETC. , AS REQUIRED FOR COMPLETE AND OPERATING SYSTEMS. CONTRACTOR FII, t31�DER _EG 'fib APS '�:A>�I�I ANO MUST BE SIuN �- CND STA�IPE_D BY A PR�_F SSI APPLIED FINISH WHICH FAILS DURINGTHIS PERIOD DUE TO NOTICEABLE CHECKING, SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS AND ANY DISCREPANCIFS SHALL BE CALLED TO �'uINEER�__REG_ ER_E-D IN THE S�E' - ER_ BUILDING�� TO BC ERl"CTEb. - PEELING, BLISTERING, CHALKING IN EXCESS OF ASTM 0-659-44, NO. 8 RATING OR THE ENGINEER 'S ATTENTION BEFORE PROCEEDING WITH THE WORK. FADING IN EXCESS OF 7 UNITS AS MEASURED BY THE I .D.L. COLOR-EYE MODEL D, O FEE NOTES ON PLANS FOR SPECIFIC LOADING CONnTTIONS AND REQUIREMENTS. MANUFACTURED BY INSTRUMENT DEVELOPMENT LABORATORIES , INC. , iF ,ANY SUCH FAILURE PERFORM ALL wORK. IN 'COMPLIANCE W!TH APPLICA5LE LAWS , CODES , RULES , AND REGULATIONS. Pk�MARY- Fg�tt,,.,�,�; IS THF RESULT OF NORMAL_ EXPOSURE TO WEATHER. D. •, SECURE PERMITS AND PAY ALL. FEES. i . RIGID FRAMES- K. PLASTIC SEALANT y ALL WORK SHALL BF BY SKILLED CRAFTSMEN, INSTALLED NEATLY AN11 TO THE HIGHEST STANDARDS OF a • RIGID FRAMES SHALL CONSIST OF WELDED UP PLATE SECTIO^' COLUMNS AND ROOF PLl1SITC ST1VLANNT SHALL RL- USED TO SEAL ALL FND AND SIDE LAPS OF ROOF PANELS. PLASTIC THE TRADE ALL Wt3Rl� SHALL_ BE CONCEALED UNI ESS SHOWN OR PERMITTED OTHERWISE BY THE BEAMS COMPLETE WITH NECESSARY SPLICE MEMBERS AND PL• TES FOR BOLTED c - T SEALANT SHALL BE AN EXTRUDED BEAD OF NON-DRYING NON-TOXIC SYNTHETIC RESIN BASE W r c • c r r ALL ASSEMBLY. AND INERT INORGANIC EXTENDERS AND SHALL BE MINIMUM 1/4" IN DIAMETER. THE MATERIAL uI ENl1�NEER. ALI. NECESSARY SLEEVES , CHASE AND OPEN �HAI.I. BE FUitN.SHED. CUTTIN•, AND b. Al_L BOLTS FOR FiEl.O ASSEMBLY OF FRAME MEMBERS SHALL BE HIGH STRENGTH BOLTS NOTCHING SHALL IN NO WAY REDUCE THE STRUCTURAL STRENGTH OF TfiE BUII.DING, AND SHA, L BF_ c , �• SHALL. NOT SAG OR FLOW WHEN EXPOSCD TO NORMAL ROOF TEMPERATURES OF 180' F OR BECOME ASTM A-3� MIrdIM„M CUM�tITE: WITH WASHERS. DONE ONLY AS APPROVED BY THE ENGINEER. C. FNDWALL FRAMES SHALL_ BE RIGID FRAMES OF THE SAME DESIGN AS THE INTER- BRITTLC AND CRACK AT -30' F. MEDIATE FRAMES OR POST AND BEAM TYPE I:NDWAL-LS CONFORMING TO THc OESTGN L_ . TRIM IL ALL MATERIAL SHALL BE NEW, AND OF DOMESTIC MANUFACTURE. FOLLOW THE MANUFACTURER 'S CRITERIAS. DIRECTIONS FOR DELIVERY , STORAGE, PROTECTION AND INSTALLATION OF ALL MATERIALS. G�f3LE TRIM SHALL. BE SHEARED, FORMED AND PUNCHED FROM 26 GAUGE GAIVANIZEO STEEL STOCK NECESSARY ENOWALL POSTS AND HOLES FOR CONNECTIONS TO THE RIGID FRAME OR FOR ATTACHMENT TO ROOF PANELS AT GABLE OF THE BUILDING AND SHALL EXTEND FROM EAVE CIEAN, TES1 AND ADJUST ALL SYSTEMS ON COMPLETION OF THE WORK AND INSTRUCT THE OWNER IN ROOF BEAM ijScD IN THE ENDWALI- SH',LL BE SHOP FABRICATION, TO EAVE AT ENDWA'-LS. COLOR OF GABLE TRIM TO BE AS SELECTED BY OWNER WITH A f3AKE0 -0N THEIR PROPER OPERATION, FURNISH MAINTENANCE INSTRUCTIONS FOR MAJStt EMS OF EQUIPMEN'' FINISH. IT AND FURNISH A WRITTEN ONE-YEAR GUARANTEE. E. SECONDARY FRAMING N. WEATHERTIGHT CLOSURES AND CONNECTIONS f�URLINS SHAI_L�BE PRECISION ROLL -FORMED MEMBERS OF A SIZE TO MEET THE DESIGN RF- RJDGE QF ROOF TO BE CO'VtRED W1TN PRECISION FORMED ONE-PIECE. RIGID PANEL , FACTORY MECHANICAL SYSTEMS FORMED TO ROOF SLOPE. AND FASTENED TO PURLINS ON EACH SIDE OF ROOF. ALL ROOF R E VIS101'!S QUIREMENTS. WHERE CONTINUOUS PURLINS ARE A MANIIFACTUREf� S STANDARD, THE BIDDER PANELS SHALL BE TIGHTLY SEALED WITH FORMED NEOPRENE CLOSURES TOP AND BOTTOM. THE fII LEF-TN YX ( HT1(T--61,' WITH DUCT HEATER ECH9- 65-46/65-563 AND PLENUM CLOSURE. ROOF MUST PROVIDE ENGINEERING CALCULATIONS SHOWING THAT ALTERNATE BAY (_OARING IS COMPEL- :EG USE OF SHAMFDPOI YUkETIiANE AL SPONGE RUBBER NE THESE LOCATIONS IS NOT ACCEPTABLE. MOUNTED. ZONE A. WITH. (12 LENNOX CHPIO-311 WITH GIFT" HEATER ECH9-41-261 AND PLENUM ENCLOSURE. ROOF MOUNTED. F. STRUCTURAL PAINT THE CU, TRACTOR SHALL PROVIDE TO THE OWNER fi WRITTEN lUO9, ROOF WATER TIGHTNESS ZONE B. ---- WARRANTY FOR A PERIOD OF 5 YEARS. IHE .�I RUCTURAT STEEL PARTS ARE TO BE CLEANED THOROUGHLY AND CHEMICALLY TREATED K314N U3 LENNOX HS18-261 OUTDOOR UNIT. LENNOX CBS-18-26 FAN COI'_ UNIT (INDOOR) . LENNOX WITH 'PAINT ADHESION. THE PRIMER 15 TO MEET OR EXCEED THE PERFORMANCE' OF FEDERAL. DUCT HEATER. ZONE. C. SPFCTFTCATION TT-P-636C. N. RIDGE VENTILATORS SUPPLY W6_11 NSTALL RIDGE VENTILATORS AS INDICATED ON PLANS. VENTILATORS SHALL BE DUCT HEATER. CRAINN �"" U4 LENNOXRZONED G. ERASING 211 OUTDOOR UNIT. LENNOX CBS-18-?1 FAN COIL UNIT (INDOOR) . LENNOX LOW PROFILE AND HAVE CONTINUOUS HEAT VALVE TYPE , COMPLETE WITH BIRD SCREEN, 8 No. iw,411T METrFN TO BE APPROVED By EPPING ENGINEERING, INC. OPERATING DAMPER WITH 20 FOOT CHAIN, AND CAPS AND ALL NECCSSARY CLOSURES ANU TE U5 RESNOR GAS UNIT HEATERS MODEL r,XL-140. ALL GAS PIPING BY MECHANICAL CONTRACTOR. INSULATION TRIM COLLARS. VL•-NTILATOR TO SUPPLY 2700 C. F.M. AT AT=20'F AND `:TACK TYPE B METAL_BESTOS FLUES AND CAPS BY MECHANICAL CONTRACTOR. ZONE E. H. WALL COVERING HEIGHT OF 25 FEET. _ WALLS SNCL BE COVERED WITH PANELS OF 25 GAUGE GALVANIZ" CEEL CONFORMING TO ASTM 4 BATHROOM FAN , BRONE FAN TYPICAL . GALVANIZED SPECIFICATIONS A525, COATING G-90. PANELS 10 BE PREFTNISNED ON BO-11"H 0. GUTTER AND DOWNSPOUTS YF EXHAUST FAN 60" DIA. , 3 H.P. FAN WITHSQUARE BACK DRAFT DAMPER. (27,')00 C. F.M. SIDES. INTERIOR SURFACE NOT REQUIRED TO BE WEATHER F(,I''"'ILr'Fn• PANELS MU57 BE 1 . GUTUER SHALI BE FORK-026 GAUGE MINIMUM GALVANIZED STEEL A. ESTEELAND SHALL RECEIVE A MINIMUM OF 2 FEET IN WIDTH. S:GEWALL PANELS SHALL BE i NOMINAL EAVF HEIGHT A BAKED-ON FINISH OF TH SAME QUALITY AND COLOR A7 THE GABLE TRIM. AT 1/4-INCH STATIC PRESSURE. ) IN LENGTH. NO END LAPS ARE F'FRMISSASLE , A SAMPLE OF WALI Fr.NEL MUST BE PROVIDED SUPPLY GRILLS: HART AND COOLY *PDSU ?4 x 24 WITH BID. '. GLITTER HANGERS SHALL F,r PROVIDED FOR LOCATION OF ROOF PANEL Sii)ELAPS - 1 RETURN GRILLS: HART AND COOLY #PDSD 24 x 24 WITHOUT DIRECTIONAL LOUVERS. EVERY 4 FEET MINIMUM. DUCT MATERIALS: 1" FOIL FACED DUCT BOARD TRUNK LINES. I . ROOF COVERING T n1 HANGERS SHALL BE FABRICATED FROM 3/16'' X 1" STEEL FLAT BAR MINIMUM AND ?" FOIL FAC,_D WRAPPED LATERALS WITH 5 '-0" 1" FLEX DIICi . 0TWI-40 "S-HW I HE P,,LCISION ROLL-FORMED. DETAILS AND INSTALLATION SHALL BE IN SHALL RE HOT-DTPPED GALVANIZED. ACCORDANCE WITH THE MANUFACTURER S DRAWINGS. THE PANEL S IDE L APS SHALL OVE40 T THERMOSTAT - HONEYWELL AUTOMATIC CHANGEOVER THERMOSTAT. ONF MAJOR CORRUGATION. ONE OF THE OUTBOARD CORRUGATIONS SHALL BE FORMED AS 7-HE. B. HANGERS SHALI BE FASTENED TO RIDGE OF PANELS WITH EITHER OF THE PANEL- 1'1 TIfERM05TAT - HONEYWELL T-84C JVERLAPPING CORRUGATION. THE OTHER OUTBOARD CORRUGATION SHALL BE FOPMED AS THE RFSTROOM FANS AND CONFERENCE ROOM FAN TO BE DUCTED THROUGH ROOF BY MECHANICAL.. CONTRACTOR. UNDERNEATH PANEL. THIS SHALI_ BE A FULL CORRUGATION TO PROVIDE BEARING SUPPORT TO THF TCS-PANFL FASTENERS SPECIFIED. FANS BY ELECTRICAL CONTRACTOR , SIDE LAP. THIS SHALL BE FORMED WITH A CON'T:NUOUS L-cNGTH SEALANT GROOVE. ROOFING SHALL 3. EXTERIOR DOWNSPOUTS SHALL BE PREFINISHED TO MATCH GUTTERS IN COLOR AND 13F FASTENED TO PURLINS WITH GALVANIZED STEEL FASTNERS AND METAL_ BACKED NEOPRENF WASHERS. FABRICATED FROM 26 GAUGE MINIMUM GALVANIZED STEEL . ujN .�. PANELS SHALL BE 2.6 GAUGE ALUMUNUM-ZINC ALLOY COATED STEEL (80, 000 PSI YIEL_U) . •1• GUTTERS - EXPANSTO?' JOINTS REQ'IIREO EVERY 60' MINIMUM. 0 � THE COATING SHALL 13E COMPOSED OF APPROXIMATELY 55 ' ALUMINIUM AND 45� ZINC AND SHALL BE APPLIED BY THE CONTINUOUS HOT-DTP METHOD. THE COATING SHALL BE .A MINIMUM OF P. INSULATION Qy 0.38 OUNCES PER SQUARE FOOT AS DETERMINED BY TNF TRIPLE SPOT TEST PER ASTM 1. rLOCATION - THE ENTIRE ROOF SYSTEM TO BE INSTALLED. 0 SPECIFICATIONS AZI P, t_ATEST ISSUE. w z O MATER1Ai_ w w Q le PANELS SHALL f3E DESIGNED IN ACCORDANCE WITH AIS' "SPFCIFiCATIONS F'OR THE RESIDE! OF 2. � ' LIGHT GAGE COLD FORMED STEEL_ STRUCTURAL_ MEMBERS" AND IN ACCORDANCE WITH SOUND INSULATION WILL BE A BLANKET TYPE INSULATION EQUAL TO OR EXCEEDING THE w ENGINFERING METHODS AND PRACTICES. PANELS SHALT. BE DESIGNED TO SUPPORT DESIGN PERFORMANCE CHARACTERISTICS OF FEDERAL SPECIFICATION HH-1-52.1C (CLASS B) . � W c LIVE LOADS AND ROOF TRAFFIC DURING CONSTRUCTION WITHOUT PERMANENT DEFLECTION OF THE FINE GLASS FIBER MATERIAL SHALL B1: FLEXIBLE , RESILTENT, ODORLESS, NON- � O 9) ROOF PANEL. COMBUSTIBLE AND SHALL NOT CONTRIBUTE TO THE CORROSION OF STEEL OR ALUMINUM. ] . ROOF PANEL GUARANTEE INSULATION MUST BE CONTINUOUS FROM EAVE TO RIDGE WITH NO END SPI_I CES. ' 3. COEFFEICIENT OF HEAT TRANSMISSION "U" - INSULATED ROOF ASSEMBLY SHALL HAVE 2ci '� c• ROOF PANELS MUST REMAIN FREE OF PERFORATION DUE TO CORROSION 'CINDER NORMAL 3. MINIMUM OF . 1O. 3: W ,. WEATHER AND ATMOSPHERIC CONDITIONS FOR A PERIOD OF 10 YEARS FROM DATE OF W10 J SHIPMENT. 4. FACING BUILDING MANUFACTURER MUST PROVIDE OWNER WITH A WRITTEN TUC►," WARRANTY TO COVER THE FACING SHALL CONSIST OF 2 MIL. WHITE VINYL_ AND .0007" THICK A':.UMUNLIM FOIL ALL COSTS OF REPAIR OR REPLACEMENT CIF ROOF PANELS FOR THE TIME PERIOD STATED LAMINATE REINFORCED WITH GLASS FIBER SCRIM. -l`HE FACING SHALL. COVER THE WIDTH ABOVE. OF THE GLASS BLANKET PLUS 7 FLANGES , EACH 2" WIDE , ANI, SHALL BE UA . LABELLED 0 FOR A FLAME SPREAD OF LESS THAN 25. THE FACING SHALL HAVE A WATER VAPOR ?. EXPANSION/CONTRACTION PERMEANCE (PERM) RATING OF NO MORE THAN 0. 1 WHEN TESTED IN ACCORDANCE WITH THE ROOF SHAH PROVIDE FOR EXPANSION/CONTRACTION WITHOUT DETRIMENTAL EFFECT ASTM E-96, PROCEDURE A (LATEST ISSUE) . OF THE ROOF PANEL OR THE ATTACHMENT TO ROOF PURLINS. 5. INSULATION 3. FASTENERS INSULATION SHALL_ BE INSTAI.LEn OVER THE SECONDARY STRUCTURAL MEMBERS AND BELOW THE ROOF PANELS AND SHALL BE STRETCHED TAUT FROM EAVF TO ",IDLE. THE PANEI. -TO-STRUCTURAL, FASTENERS SHALL BE INSTALLED WITH PROPER TOOLS , IN A WORKMAN-LIKE MANNER FASTENERS SHALT_ IMPALE THE INSULATION AND FASTEN IT TO THE FRAMING MEMBERS. THE w ACCORDING TO THE RECOMMENDATIONS OF THE MANUFACTURER. SIDELAPS SHALL HAVE THE FACING FLANGES DOUBLE-FOLDED AND STAPLED '9GETHER ON CENTFRS. SPECIAI. CARE RIAT BE_fAKEN WITH THE �UBI.E-fffI 5fi�t�LiNT, T� f NSI--IRE 4. A SAMPLE OF THE ROOF PANE[ AND DESCRIPTION OF FASTENING METHOD MUST BE WNW1AAPOR BARRIER INTEGRITY. SUBMITTED TO ENGINEER FOR APPROVAL. 6. INSULATION TRIM r� GQt 1. FACTORY APPLIED COLOR A\ 1- _ SOP W F ;RER•TRATI0N: INSULATION RETAINING COLLARS SHALL BE PROVIDED AT EACH ROOF PENETRATION (INC111DING PLUMBING AND HEATING) . , GAIVANI7.ED STEEL SHALL.. BE GIVEN A CHEMICAL CONVERSION TREATMENT WHICH SI.1All FQIIAI OR EXCEED GOVERNMENT SPECIFICATION MIL-C-490A, TYPE 1 , GRADE 1 , 1 • GENERAL APPEARANCE MUST BE THAT OF A NEATI_Y INSTALLED MATERIAL FIRMLY STRFTC'HED ; BETWEEN PURLINS AND TIGHTLY FOlLIED AND STAPLED AT THE FLANGES. UNNECESSARY SAGGING t. COATING: OF MATERIAL OR ANY SEPARATION OF FACING FROM THE INSULATION WILL NOT BE ACCEPTABLE. A. AFTER THE. CONVERSION TREATMENT , THE EXTERIOR EXPOSED SURFACE SHALI FIE: Q. OVERHEAD DOORS: PRECISION COATED WITH THERMOSETTING SILICONE-TYPE FINISH TO DRY FILM 1. FRAP1IN(;: THICKNESS OF I MIL O• r' MILS OVER THE ENTIRF MATFRIAI_ nIMFNSION PRIOR ALL FRAMING AT DOOR OPENINGS SHAII BF GALVANIZED STEEL . TO FORMING OF PANED. 2. DOORS: B. INTERIOR EXPOSED FIRFACES SHALI_ BE COATED WITH A THERMOSETTING AI KYf) SECTIONAL UPWARD-ACTIN,'; STEEL DOORS AS SHOWN ON PLANS. PANELS SHALI-_ BE OF NOT LESS THAN 24 GAUGE FORMED PANEL SECTIONS. MEETING RAILS SHALI_ HAVE LOCKING COLOR COAT. STRUTS FULL LENGTH OF ALL. SECTIONS. THE STEEL SHALL BE ZINC COATED AND RECEIVE ONE COAT OF PRIME PAINT ON OUTSIDE. BOTTOM SECTION OF ALL. DOORS SHALL. HAVE RUBBER, WEATHERSTRIP. ALL DOORS SHALL BE ACCURATELY COUNTER-BALANCEn WITH TORSION. . QPERAT ORS: HAND CHAIN HOIST, PREPAR'M FOR OSTROM #13 CONSTRUCTION COMPANY INC. 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