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10925 SW GREENBURG ROAD-4 R r ! �. �� ,� � E � � S � C •.Ai � S T 5D01 w7& LLA~;E i TE FAl_ LS DRIVE , L - _cJ 00 RESURVEY QST LINty , ur: EGCN 9- 066 LOCATED IN THE N . W . 1/ 4 OF SECTION 35 , r'H . ( 503 ) 65E- E86r": 4 T . .1 Set R . .1 W . , W . B . &M . . WASHINGTON BASIS OF BEARINGS ( 11 , 705 ) bCOUNTY , OREGON FEBRUARY 19 , 1986 274 . 091 - - FD 5/ 8 IR Z —____, 0 2 . 14Z — 0 0 _19r - � 5 . 00 ' � CD res iZZ ? DEDICA 10N .. NARRATIVE : • — �` - THIS SURVEY IS TO FIND OR SET (MONUMENTS d" AS SHOWN 3N SURVEY NO . 11 . 705 WASHINGTON T . L . 1 OOO COUNTY SURVEY RECORDS . 0_1 � THE MONUMENTS FOUND ARE SHOWN H _REON . THE THE CORNER WAS NOT LOCATED , THEREFOR AREA = 1 . 37 ACRES U' BEARIINGSNWERE TUSEDRF ROMLSSAIDDSUUR'VEYNCENOS111 , 705 �.... TO ESTABLISH IT ' S SET POSITION . BASIS OF BEARINGS ARE FROM SAID SURVEY NO . 11 , 705 . i SCALEN 1 " = 40 ' NAL REFERENCE SURVEYS : t-�.�..° E'�`�'``=��oR `° 11 , 7 0 5 14 . 415 5-- CQ . �.tt.>r-- w ,n I 3� �� C . R . 2043 N73 ° 8 ' 53 " G�'�- G R E G I o T . L . 900 �./ LEGEND : c, 3 7 �' r> >� O .= SET 5/ 8 X 30 IRON ROD WITH ORANGE PLASTIC CAP SCRIBED L . S 1570 ) MONUMENTS FOUND AND HELD AS S �IDWN HEREON `��; r CURVE DATA rr A s ,'-�'s C Jac NO . DELTA �, DIU�, LENGTH CHC�Ru ""! C'nD BEARING -r�.�� _+...��. �.�.. +�.�� .'.'�+..--�-,..ter• cJ" {- D 5/8 IR /;�51� •••o i5' lU A5 °53 ' 46" 753 . 20 ' 208 . 41 ' 207 . 75 ' S24°18 ' 00"W 6 . S 0 1..r•� 5� 2 .510101 088 753 . 20 ' 67 . 95 ' 67 . 93 ' S13 ° 46 ' 03"W rr ,�' S kzr� L 10 0 . . L U��� FR CA `Y' IC CRAWAM D . L . C . NO . 52 ACC . 339 - ,�r � y , i •anew,`�' ..i.. _ -� wFh�.:.. ..,..'.1k1W,'.e:K' Vpl�n.wiva..c•....a::a:,. .w iGwn,.,wt+....ai 1A, ,e,..rae-oxnw.iva+.,, .. _. _ ...._...«...,�... . .{d... _YfH.....91s01tAMHM,PA1RdCYl4IhL YRY �t7i,.�«fwd.. _ .. - ..�+A . .` + f � .��,_ .,..... �. 10,11 I I II I 1 I ` �� III � III � iI1I11rIII1I111 � I � llll� � ► i ( ! (r � r�llrll � lll III1I � IIr � llrll rllll � l 1 , 11111 I � Ill � r I � Illlr � r � rlbll Illilll Ill � lrl Illll , b �� II111 Illilll � , II111 IIIIII ) —�- ,,.,_ _ NOTE : IF THIS M ICROF I LME ■M.rir. 2 3 4 - 5 _ 6 7 8 9 10 11 12 t r .rr■-�r•w.�r.wlelHi DRAWING IS LESS CLEAR THAN rs THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORLGINAL DRAWING. —-_--_— — — — — — -. —� CIE 62 82 Lz 92 sz V2 EZ zz la 0? 6r BI L1 91 51 tbI El 21 11 01 6 8 L 9 S Ir E Z IM A Y 31"11'" ��Il�lllllllll�lllllllll�lllllllll�gllllllll�IIIIIIIIII111111111IlIIIIIIII�}�I�IIylllill�(r11cI1111111111�,L�f111IIIlIII!�II�.IIII�hIUIIIItILI�IIJ111I1111�UI+IIIIfIIrtIIIIIIIIIt1�1111IIIIlIIIIIII�RIIIltl1�11,Illilllli W,�llll�ll�tlWllllllaUlllll�lllllll�IIU.IIIWIIItiI 25 1 � 1990 ti 277. 54' c( i L r i 4 /40 Lu > C'14 W/ CIN U.J L) I&, is\ 5 cle v 1'(:o, 40 C5 I0 0 e76V EF 40-1r. 442 L L L 10, 4o4 dpdp C) c-, 0 goo APPROVED FOR CONSTRUCTION CITY OF TIGARD SITE ADDRESS PER � 10 cm DATE- TITLE BY -2K ---------------- c 0 coo ok saw f 14 Jill 1111111 1111111 1111111111111 NOTE: IF THIS MICROFILMED 3 4 5 8 9 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE. QUALITY OF THE ORIGINAL DRAW ING. oc 62 92 t2 92 G2 V2 EZ 72 12 02 61 Of Ll 91 51 t C1 $1 11 01 6 9 1 9 s t, E 2 1 MAY 25 ) 1990 J f i si0.2'*/41 1- A + Zr71' - -- _ IV-ply `2�•GLy�I"� -- 5�' r �1� 2 �, G I {t�'4 r -�• .--_-._.____.� �.-- _— -_-_ - I 1_� III H1H �I�O'f I I�I'� �ld +I-�'1 I'�C�H 41-o'1 J1�1� 2o_ce x G �1fF c�■u.or -' r 12•Y I S p O L� • e o A. — 'j x 12 O N ��7 �e - Ai �-, i f� i �. ,� - _ .... ---• - --- L_� - �� rte. col_uMr! � I1 �' � I II• I 1 I 11-1 ' ' '� lI ""'q' ✓CFS���r • un -. -_ - -� _77 I.T. I �♦ Win1. (a J ►�r't1-r-'e`�(fir`l�I�l-I.S ��. 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KEN I r V � N � _ x tf1 CTS rcz -� ------------- q � .......... ................................ < I N ca 0'I • i r CD E -_- -- 0 r N . Ill",MIRi!i f 1II111 III < 0 Ord ROM i I 7�.. c Lj— IM�Y/I�TIONRw♦ •RwINTINY.r. wowrl_�No I • R ' V ! -M �'!!R�'" _ __ � .. �01 NOTE: IF THIS MICROFILMED „� 4 5 6 $ 9 I I 12 DRAWING IS LESS CLEAR THAN � �- —"�" '-- ------�.. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----- ------- OE 6Z BZ LZ 9Z 5Z bZ EZ ZZ IZ OZ 61 BI LI 91 '•..-SII bt EI ZI I ! 01 69 C I9 Ir E Z an�Ilnllnl�ullliul�niilunlinllunlllllllllll111111111I111111111�r111�1U1�I111Iltll�IIIIIIIIII�ILIIIIIIIII11�1�1111IIIHIIIIf11111Illllt�lM1111111i�I11►Illfll�IItIIIIIIIIIIIJIIIIIIIIIIIIIiI1111�IJUII�wuIWWlilllhllllllluull�llll�1111�1U1I11lllIlIIIWIIllUI1111IIllIIIWIll1 r MAY 25 190 OW 4, awe k 44- r e-,.w l W - ( q' IT Vol\ LLJ ON Lf Z 1'- 11440 66 • < K1 o < �o K C,-lVL-L)mfl +1 46Ty'' + i 4 K W/ 4- W,,- w^�-r EE^ Y�Aef im 9 I i C >` C. Em,)<I rz) LL r .. . -» II � II µIiIIlI �� 121I � I � I13lI � IlI � I � IIIIItPIIIIIIIItIII IIII IIII � IIIIIIIIII IIIIIIIIIIIIIIIIIIII .................... NOTE: If THIS MICROFILMED io 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 9Z SZ i►Z EZ ?2 IF 02 61 of il 91 si t,I EI 21 11 01 6 9 L 9 s c 2 131VA" MAY 25 1990 (E 1) 4T 0 Jk :24 ,1 4-- - I c'_�'s -" Ip ' Gjl��„�� _ IO' '�4'' Ip-Fj!Q• G Cj ,4 ii lOi-�1i4� I�. Gj��Q'' / '' p' I p I I 51x11 l � y l A/4 ! r 1._.1,...1 t I _ " - -� lit— , so IS � ° T �, _ rou��� �rh I O Lu NN i - 2' -19qISo-ovLE N f J , ~ 11L I I >117 71 ,9�N o OC _ -T ,N o I r � I � p.G, 3�,,.1G o1z �czvly. � I I � - � —�--- _ �I i I I I ► I � vsE-Z S c �JEGT r-I o � Gv UM T. 000 00 — _ — ----- --— O - lp S:-1 P, G!U T.r E;,-- w � _ LL 01 n NOTE: IF THIS MICROFILMED z 3 4 _ 5 6 ? 8 9 IID I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ft 62 82 L2 9? SZ 02 EZ Up 12 0? 61 HI LI 21 31 bl EI ZI 11 01 6 ''�"'''e'"''�'''"t�" �" "9 SI----' b EI- toll lnnlnnlluIll u1�Inllnll�unlunhlulll11I111111111I11Nlllll�lu1111U1II111E1I11IIlUI11114Id1I1111III11Ill!fI1111I111JIIII1II111IlJlt�1!i�Illlt1114 1 11111 tillIII11I1111IIIItIIIIIIIIIIIIIIIIItIIIWIIlLui11w1w1liulullililullll�U111111111U1I,111)llllilllllllllllllli!IIIIWIIIIt '. MAY 25 ,, 1990 r , THE An H01SnV' PROTECTION I . Roofing: exp04AMD ELd.GlEsb GENERAL HE UIKEMF:NTs A. Class "B" built -up fire retardant roof. Owens/Corning Fihergla5 1� Cpl WI r ' 1115 WMD System or a I-Ir VT� I 2'/1NK VA2"x'1b" L ><4,O" y approved equal , W/25B base sheet . --� 1 . The work under this contract project is to include all labor , materials , I One ply fiberglas combination sheet . vM4- Gpl,lT __� � W/2 - vv'o I'."� wrs;Lt c' transportation, equipment , superintendence , and services necessary for 2 • One ply fiberglas perma ply No. 6. I --� and reasonably incidental to the completion of all construction work in 1. Fib.-rglas Perma cep. connection with the drawings and specifications. 4• 55 lbs . asphalt . �� 2. Coordination: 1 . Insulation: � e / A. The Contractor shall verify and confirm all dimensions and conditions A. All insulation to be U.S. Gypsum or Owens/Corning Fiberglas batt insula- -•�'r shown or implied on the drawings and specifications as well as the tions . Flame spread rating of 25 or less and smoke density not to `�,�� , Ep,cr�.} L�,.� -�� ��rjp LEgS Ta FILL Jot�'r / -- physical conditions of the site . Notify Engineer of discrepancies exceed 450. _ 5%." GD G IL I p✓ o-� ov�RHE�-r I T T-1�' r"r=L prior to start of work. B. Walls R- 19. - ��� �� S. Contractor shall coordinate the yprk of all subcontractors to prevent C. Ceiling R-12 . Ceiling Office R-30. duplication of effort and to insure proper sequence of operations. 3. Applicable Codes: All materials and workmanship shall conform to the DOORS, WINDOWS, AND GLASS _�� /bfp_ 'Tw. Z, ' 4 no►NE�! I r 4IN Uniform Building Code , applicable State and Federal safety •orders. All references to codes , specificstibna, and standards shall mean, and I . Doors and Frames �---- art intended to Ge, the latest edition, amendment and/or revision of such A. See plans for sixes and types. �' � - SG,rJ•-�: I°=1'-p"reference •tandrrd in effect . g. Metal doors and frames shall be Steel-Craft or approved equal non- ' � 71�fo" �r panel , full flush type, or approved equal . Doors to have 20 gauge Lkl►1'a - v _ SITE WORK steel skins and frames shall be 18 ga,,ge steel with mitered corners , 2 Windows at walls: Viking aeries 1600 0►- approved , meg bronze sne�dizrd p o insulated. �r p 0 1 . Allowable soil bearing pressure: 1500 psf. -• a , d 7 . Stripping: Remove X11 debris, roots, and organic material shown to receive 3• Aluminum. Door and Windows: � ' J i v A. Aluminum window frame 1-�74" x 4" profiles for use with insulated I paving and new building. Dispose of cleared and demolished material by p LAJ removing icor site . glazing assembly. X 2�2 "x y�/�„G x � _ _ _ � � � G��DE I 3- Grading: Grade areas designated to elevations indicated. B- Aluminum storefront door with 2-172" stiles bottom :ail 3-374" and I - 4. Excavating: Excavate for footings, piers, slabs, paving, and other improve- top rail 2-5�8". hardware : Deadlock with cylinder both sides , push W/2 ' /2"0 vow�L� I _ - '- _ meats to sites and levels shown or required. Allow for form clearance bars bock sides, threshold and closer . --Y --a and for proper compaction of required backfilling material . All footings C. All aluminum to be dark bronze finish . to bear on firm, natural , undisturbed soil free of organic ma�erial or D. Arcadia , Kawneer , or appr3ved equal I NL"X I'/'L''XI(p' G CiOt�l"• f - - -- - y _ -' - �.0�- Si•� I�K SOU I �s - ��__ L}�Xli�X /2" V�/ELD J I 4' on engineered fill . All soft , wet , or soil of unusual condition shall y�//Q- I/211� x I✓��' A1.1GNo�i __ - _ be excavated to firm, natural , undisturbed soil . All organic material 4. Glass : _7_ " shall be removed from building and paved areas . A. All glass to conform to 1979 Uniforms Building Code Chapter 54A through (MpsX, 81.Q Spm Irf�� --_ -J I • �I i 5. Backfilling: 54E. B . Insulated glazing assembly : 3 ' 16" float glass on outside and inside (p/[�pxyq." A. Backfill Materials: Selected natural fill ,material from on-site excava- with assembly equal to 7/8" t►sickness per PPC Industries . Change -('PA tion or off-site borrow, shall consist of the following or a Mend Y q p g �'4 0 (n Co two 3/16" "Tempered" glass panes in storefront door and adjacent ,2 � "� �,OL1'S _ O • [hereof: (well-graded granular pit run, or bank-run sand , and/or � a � gravei : small cobbles up to 1-1/2 inches in maximum size with not windows. �___ ___.-. W more than ten percent (10X) of fines peering through a Na. 200 sieve; I5 1 ,QT ������ Oor approved on-site excavation materials) . Under slab Granular fillSCSPEN!)ED CEiIINCS I shall be of 3/4" crushed rock, free of organic material . Granular _ V • fill base under footings, in locations as designated on foundation 1 . Acoustic lay-in panels 24" x 48" a 5/8" with flame spread rating of 25. I • plan, shall be 1-1/2" minus installed in 6" lifts compacted with hand Furnish in matte white finish. r�•u��� _ - ��• �� � ,� / Ci ✓ � I / � � � I � �O vibratory compaction method. 2• Suspended grid: (cold roll steel) B. CowFaction: Areas beneath floor slabs ahall be ,ompacted to a dry A. Main tees 1-1/2" deep with 5/15" exposed f!ange rolled cap and integral '] 1/,j, ,'= ILoll S�AI_�. N density of 92 percent of the ■exim+m dry density. is determined by reversible splice at ends. 0 • i 7 modified AASHTO method of comoaction design T180. S. Cross tees with double web design, 1-1/2" deep and with rectangular Backfill Lifts: Place layers in maximum 8" thick lifts . bulb with web extended to form positive interlock. rw C. Mall mouldings: 1-1/2" deep angle with I" exposed face , fasten with •II � CN 6. Paving: Comply with "Asphalt Paving Institute of Oregon" recoesmended M + design and construction procedures, latest edition. Provide paving for screws at 32" on center. I "xI+'' r•''I/lip° G G•C7tvr -�' t : D. Exposed f inish of low sheen white satin baked enamel . ;DL " (iCDL L)M all areas specified. p 4'/.cv' K I/2 �l F i_. r,/ 4 / °' X I Z'' p�. pX7L '�` •-� 7. Pavement Marking: Apply 4" wide parking and direct ►un lines urhert• shown . E. Cross runner span 48" an center maximum and with intermediate w.re i � � „� t71a. O}JD f7 LOG _ � � Use Rodds Paint Co. No. 671 , white. support . wire: 12 gauge galvanised at 4'-0" on center each way. �N/ Z- '/2"� X I6' A►•1C.!-}O �f M K-�� }� r=I- F. provide one wire support to tee grid at each corner of each light (,M�a,� a'-p' r�pAlit�l�� - n � ��IJrof CONCRETE Ii ILL COL. �5 -- fixture . p y T � I _ .__�.__ I s�� _ I E�.��r�G• ,�,i �1�1� I��JUL -- -- -- I ( � 5�l2" GONG' I L O C. Secure wires to roof purlins with 3/16 diameter eye screws with 1 . Codes and Standards : All concrete work to comply with ACI 318 "9ulldipg 1- ; /4" minimoo penetration. Code Requirements for Reinforced Concrete: ACI 306 "Recommended Practice I ---y 4„ �I`+G ��-�� ( u� 1 k - for Cold kreather Concreting: and ACI 305 "Itecolcsnended lractice for Hot 70ILET RDOM NO'tCS � ��� ��� �.T_ � M Weather Concreting." --" "-- 2 . Notification: Notify Engineer forty-eight (48) hours prior to beginning 1 . Floors: Sheet vinyl with a 6" rubber base. Y p ' an our . 2 . Walls: Two costs, semi-gloss enamel paint over water resistant gypsum li) �� :.� _� .,,t.:•,� I W)3 . Concrete strengths: board or C.M.D. as indicated. A. -Foo Footings and foundations: f' •2500 psi at 2b days , with mar.imuaa slump: 4". 3. Doors : Hollow core flush wood with one coat stain. Two coats sealant . I4TYr G p _ „ L " e B. Tilt-up walls and Floor slabs ORA f' 3000 psi at 28 days, with maximum 4. Water closet compartment for use by handicapped. (one per restroom) . slump: 4"' c A. Water cloret stool shall be located in a clear space of not less than �-AL� I"= 1 -C7d ,�� ,� I - • 4. Cement : Standard brand of Portland cement per ASTM C-150, Types I or 41" in width and have a clear space in front of the water closet stool 5G� �,�� �Lp,� ,� ,`,N, II ` Cc II at Contractor 's option. i!ae only one manufacturers standard brand, at not less than 48". Water closet stool height to be 18" to 19" type , and grind throughout all work of a particular type . above finish floor. 1�Y:Z " fl , 4 • o5. Water : Clean, potable, fresh, send free from injurious amounts of oils P. Grab bars to be securely attached at 32" to 34" above finish flour. I"GL �j"x22 " x I�4� L x ��LJ acids, alkalis, organic materials, or other harmful substances . Grab bar outside diameter to be 1-1/4" to 1-1/2" and installed with Iv � • p� M I • ' CSC n_ �-- t � �v E }�EIG-ANT' of V i I �:'%�.�" ,• "' • ' G. fixtures: (agents shall Doth be from the same manufacturer) . 1-1/'1" clear space between grab Dar and adjacent surface. Op � -_�-� 7 �jGP.LE� 1i2, = 1'-fir � A. Air entraining agent : Per ASTM C-260 5. General: 11. Water-reducing agent : Per ASTM C-494, Type A. containing no calcium, A• Except for the projection of bowls and waste piping, a clear unobstructed . • �_a}S ��� ��� 2 - �- GUt.J'r _ - i chloride or ocher accelerating or retard ' agent . space of 26" vide, :7" high, and l:c" deep shall be provided under ; == - - .•. 7. Aggregate: In accordance with ASTM C-331 maximum siae 1-1/2" and including at least one lavatory. sand, but in no cast larger than 1/5 of the narrowest dimensions between B. Where mirrors are provided, at least one shall be installed so that sides of the forms of the member for which the concrete is to be used the bottom of the mirror is within 49" of the finished floor. X14" CI4PAH -� 1j %1111 x 114114 % q,1-dl nor larger than './4 of the minimum clear spacing between reinforcing bars . C. Where towel and disposal fixtures are provided, at least one shall W/ %2" >� X (o" UD 8. Reinforcements: All bars for reinforcement shall be deformed intermediate be within 40" of finish floor . ar`IGN�� L 24�0<.• �" � -�t�T `'`- �`' -� �I✓�� (rade steel conforming with "Specifications for Billet-Steel Concrete ► -�- --- -�- Reinforcing Bars," ASTM A-615, Grade 60 (minimum &i?,000 psi . yield strength) , MECHANICAL (BY Se parat:e Permit ) r 2- A. Ti*S " Oti"of% 4b tori '�r1& 40, Minim+im barlaps at splices per L'/ G ACI Code Lh-ipttr 7. r __I . General :METALS Make installation of all items in complete accordance with all codes SGALE' I'= I'--O ��G•.LE' I". I'-CJ" __�_� __.___ -STM" - _ L'C'�L"E' I"� I � or regulations set forth by state and local authorities . �y: 6i5TU17 WAI_L:itl(p11O,G. B. HVAC contractor shall submit drawings showing unit heater locations, �i --•-•--•_----•_--_ -• -------- �• 1 . General : All siruct •,ral steel shall be detailed , fabricated , and ei . - ted •�-� - - - - _= - � II -' � r in accordance with AISC manual , latest edition. etc . plus fixture manufacturers and catalog numbers and cuts. Sub- '�It (O ,?"1 2 . Structural and Miscellaneous Stee-It mittals shall be approved by Engineer prior to start of work . cC� -O G'•G• MAS• -"""`-- -�' _-- _ r.ra A. All steel plater; , flat bars, straps, and structural sections shell ? , Plumbing: L j be ASTM at-36 unless noted. S. All tube columns. A,-moi - y C. All bolts ASTM A-207. A. Codes : Make installation of all items in complete accordance with I [}/2 x 4 /4 �I� I ( �, �" � � 77jUI codes and regulations set forth by state and local authorities. W/ 2 �/4 r'1 PaOI_ to �CJrir�. �j(�s�wj D. All steel to have ore shop coat or to be galvanized if noted. - E. All steel embedded in gravel , rock, and/or earth to be coated with B Submittals: The plumbing contractor shall submit drawing showing *` Y� It ' L asphalt . piping locations, sizes , and arrangments plus fixtures man•,facturers 4, -4j/ " >< IO"e,pL'�j V SA _�"�'- v 4 GO F. All welds E70XX per AWS Standards by certified welders 114" fillet and catalog numbers . Submittals shall be approved by t..�i.neer before � ' �`� 4 I -- TIE: - I�Z"GIG weld typical unless otherwise noted . starting work . / w c I.F-C'IR1( AL (B Separate Permit ) ! /� ISI �"r`�> CARPENTRY ---'y P- -- I �-'fYF%'��.AL F�r6•L �Ir.•I� � _ �.1. - r"1 I ," C� V� CV !' 1 . General : Electrical Contractor shall submit drawings mhowin^ electrical 4- 1 . ;� 12dO•G• � .W. General g i 7 SGAL&_: I/2•"..1'-n" 0 N A. All na: lri to be "common" or galvanized box nails . No bright box nails wiring diagram, service panel , lighting layout , and catalog cuts of ell ! •I -ItG, EX allow rd. Nailing to be in accordance with Table 25-P 1976 edition fixtures for Engineer's approval prior to start of work. loa, e installation &. E-- r O r of all Items in complete accordance with all c:odei or regulations set Uniforru Building Code. p 2-•ItGP 7 I/Q,��i T"OOLED JC�IIJ #i ,��••" forth by Crete and local authorities . B. Al : wood in permanent contact with concrete to be press .,re treateA EA.h!' �` s~ ; -�. +4 EI��-T -_ - with a water-borne preservative in accordance with "Standard 5pNci - (n I GrF•I , \ � C 5F'R;NI:'.FRS fication for Pressure Treatment of Timber Products ," ASTM deilF;nAt' lnn D1760 - ly I Igul.-Ar10 2X /i► �e - - - -�� - -- C. "X" brace all " 7 ?`► -_ _ ,up = ____ _� _ plats at maximum 8 fi 0 0 on center. D. Solid black all joists over all s-,pports I Building fu11y sprinklered in accordance with NFPA 13. 100 ti,.rcent /fit �j �_._�_.__. -� F Fire b ,rk ► -t sptinkirrtng to be saints ,nel i I " , *4 e- 48"cam FEW. 2.�c G• �C�'_aJ .gs Ito AG•.-.__ � 1 All t. ,.. w . ls at S 0 n center Pa' h way loll , 4n � „ I� 1 � 2 . -- _ --- 4„� x I �," Cao W�LS l E: r�nw&l.5 NJ Lw-"T go A. S ',ds , stAndard or tetter - -� Or.I� ��� '+"O .1©tT B. Plates , til- '-king , bridging, and ledgers t°) be Do iglas Fir NZ . -XT!✓�� }�� I M Headers, ioists , to be Douglas Fir 11 or Douglas Fir it : as noted nn I � ' /� oor / drawings . --�- - nVol / G Ioninated beams : t - \ I t SDG->rE aNG-ILC_ • " 4,G " I' 1 . f b 400 psi ) - '� • ►�l �'H f 450 p s i -- --- • • _ i_�'� I I ?� 7 I 16 5 4- • 2 . Cimber : See framing flan. _-3�� V�� 5 W �-� '�'�'�''•--� • Y •� y`• I' 3. Exterior T glue. i"11JI�a�I...�Le�rJ ZZ % f: �V .1r., t c 4- tri �i Q,G.• - - -"�+i� yT�`IF' 1 Q 4. Industrial appearance grade. \,� - -_._.__ - - . _ 'I . 3. Plywood Sheathing: II I - __-- - r J °fB. Roof Sheathing: 578" plywood CD interior APA 32-16 with exterior c01„J-1 ; �,� I --- - ' M� glue . Floor sheathing: •iljf4 p ttvood �-- " Roof Nailing: See Framing Plan. -- - W D. Wall Sheathing 112" plyvr�od CD interior APA 32-16 with exterior glue . \ 4 . P'10or Joists (trusses)* ksc>n1'• ' I� I I �� I vY t��..L� f•���L� I G.-� ( O ^ l./ I GG-- I ( (j ,� L. JI I A. Joist Manufacturer co submit shop drawings and cAlr_ular. inns to Building �L Sc" .L.t�• I,r� ('�Qit �'!✓vr.ALC I�¢"= I'- ' .GAL-E �"=I,-O,� 7 •AL@: In:lr�" r� Department and Engineer fo; ApprovAl prior t,� fAhri- at i-gin, All xj410 � bee Jt4°rrr d by aro 'Engineer' regiStared to the 15tmtre. orf Ore on . .n.N.M n.now.wv..wr•a,v•ro rowvuwu r� •�w�w -' ... ... .. ,. .. . � ,:r,..;,-r vKw•�v..:.... rnl#!\:�i68.'1�-:�°?d�1+�4•'�.:�'`If ;<11'�:. .. .. . . .� ��Iidl - i �. .. !rll�i'I►It1t�ItIIItItItll n�IItI'Itltlt�lillli'I'I'IIIIIII!IIIIIIIiIIIi�IIIIIII�IIIIIII�II!I!IIIIII;III�II!I!1!V Illtll�tllllll�lllltlt�tltlt!t t1t1t1t1t1t1t1t flt�tltltltltlt 1ltltll�titlttt t I 2 3 4 5 6 7 8 9 IID III 12 NOTE: IF THIS M ICROF I LME D ►. _ r_ DRAWING, IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TG The QUALITY OF THE ORIGINAL DRAWING. 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' y d S (00 .r' WASHINGTON COUNTY � 12 7 " ;� EIRE DISTRICT NO. 1 I` I�(A! 2�% �` I(s•~- -1 Z �l c k 1�' C • FIRE PREVENTION BUREAU olm PHONE 649-8577 ap i PLANS EXAMINED _ APFROVED p p - - ,.•�� ,� �.� d4 CONDITIONALLY APPROVED q; / ChAN S REOUIREP' ' _ 1 IPECTICINS REQ E 1. W �l F ?,1MiNG CC. LETED I i0R TJ COVER 2 PON U 'DIyO C PLET101Y _ PLANS EXAMINER Im CN �y Low 0 y G7 _ 1�.L Fm i._ TO no, 1 PUBLIC WORKS DIRECTOR �- 4 PLANNINLJ DIRECTOR L �.. ti' I I LLV • ,r. _ iso,, lid Z , h 11�°I►I111�f111111�11°I°I'�11°I°11111111111111111111(111111111 Ifllljlllll!111 III!11111111111 1111111 111!111 111!111 1111111 1111111 1111111 1111111 °111111111111 111 111 III °1° 111 111 t... NATE: IF THIS MICROFILMED ( 2 3 4 5 6 7 8 9 io 11 12 DRAWING IS LESS CLEAR THAN THIS ..... _ ._. . _. —�— THIS NOTICE, IT IS DUE 1'0 THE QUALITY OF THE ORIGINAL DRAWING. 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I j • — - ---— --- --__— -- I -- --- - } W I I I I I i7 . r- I -- 5.114- E v L1J T-i -- I (oil I I I • + r - All � 1 W4-'-(,ol ' Arr FN 4 I I I � � � �• LI G - __ _ `�'' f I►.l�cal�aGf�D Cr.�t c,i..p..r , I l T\ Y -- o rl Py X �.-�, Y 14" - j 7 N w/ Id- �' S G W �> -^e-> CL I ( • 7 02 4 ' _ L3 c%3 Nona LM `9 Ili I I w j L V _ - Z G I Ld c�.L�: I b - I v° 12 r✓�..�©.i e_X I W GI¢-I-� `:-'��' R-a_� GC.?t•+�i�'<'�:-rE[.� Y"C 1 c' r,n�� ' .�Sr�.li�NlNr.1pIN�ING,U .ptl.NU - --.. I r • � « I ' I N..�rIIlrIIl livl�lll •�I 1�1I(1I I�1 I(�I I�I I I I 1 I�1 I I�I I�1 I I�I fI I I�� III I I I r11f I I = I NOIL: IF THIS MICROFILMED �... I 2 _ 3 5 S 7 8 9 10 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 9? 42 9? 5Z b2 EZ ZZ Il 02 61 91 LI 1 rr EI ZI II 01 b 9 L 9 S _ b E 2 1"•1"' ' X111 1111(IIIII�IIII�IIII�IIII�IIIIIIIII�IIII�IIII�IIIIIIIIIIIIIIIIIII�IIII�INI�IUIIlr� �rlrlul�Ir�ul 111�11un111nIu�111r1rl1lullnllnnl)IIJI1)1d"'IdIfIIllmIo11111uhiul f11i 1111Iilm,l,1I1111111I1wII11 {, � MAY 25 91990 � . 4b - t) All I I I I Ire I , i N ,l R. KEN��, I (Di < ro I' � � � n LTJAr � L 2 �� '�M. DL_E INA D I l C 71 I w I C%4 G Nl I 1 r x I - .. ,, ► oil x yj�j I �,, �,I - -- _ • 7j o� I D,,,��I � �,;�" I , O ,, I � C ►.1 n U I V. X12. cv I 1 c l I I I I jp I x i 1 I _ �v 44 G I�tt-I / !;O)r--r r, G I I I r N - I I N A / 1 0 , vI -a CIO c� H I-- w �n 4 • .,....,..-_,_.�..,�.,,.-. ..... �.., ,..,.,u,,,,...rte-.,.,�,.g.�,nw..,,,,a,e. "di`., AL t - i I ) I I ( I I 11 I I ► I I I I I ► I I I ( I I I I I 1. I . .. I 1 I . I . .L..-_.I... L.._. _ + I} . .. !1111111 11111 111111 1�1 1�1�1�1 I�II1�t IIIIIII I(IIII1 IIII111 1111 III 1�1 III III III III III III III III III III III III III III III III IIIIIII III IIIf III III III III III III IIIII �' '. NOTE: IF THIS MICROFILMED .r.. _�_,...� 2 3 4 5 — 6 7 J8 9 i0 I I _ 12 DRAWING IS LESS CLEAR THAN –�.. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL :2 ,4 1 DRAWING. ------ - -- - -- — OF 5c 02 LZ 92 Sz bZ EZ ZZ IF OF 61 91 LI 91 911 b; EI ZI II 01 6 IB-.--'----LI- I9•-•.1.'--IS-.- ' b IE.-- ZMAY 25 1990 e1tIIt1IIIInIuItIIIuInIIIuIIInIIIIn►InUII111I111111111II111I1111IINlllI11I1111lIlItIIIIIIIIII'�iiilIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIlI1111IN�H1111�1L1iI1uIIIttIIIIIIIIWIIIf�IIIIIIIIIIIIIIIIIU�II11IIl1:�.11111111111llIllWIWl11J111J1I11111111WIIhIIIIIA111�IlIIIIIIIlI1111I11111111 `. THENTiAl. "D MOISTURE o ECTION AL_L 1 . RoI)fI.ng „ „ ng regss �'Pic.K•up Ro'C� rI,►, - ! EXpUZ�17 E�t ���6t5 GENERAL REQUIREMENTS llbuilt-up fire retardant roof. G,+ens/Cornin Fiblt t �O•/v .,01 r••l�' vJl b-rµ - , 2•'�2 >< 2'-2 x �/b L >< ;o Ir�'� .� 0115 WMD System or approved equal , W/251 base sheer. . I W/2• - 1/2Z r,)ovJFLg ` 1 . The work under this contract pro 'ect is to include all lab-- , materials , I One ply fiberglas cosmbinatil,n sheet . transportation , equipment , superintendence , and services net �'5saty for 2 • One ply Fiberglas perms ply No. 6. and reasonably incidental to the completion of all constr ,.,ctlon work in 3. Fibergids Perms cep• connection with the drawings and spec 1ficatioris . 4. 55 lbs . asphalt . , __ • e ' 2. Coordination : 2 . Insulation: A. ThL Contractor shall verify ani confirm all dimensions and conditions A. All insulation to be U.S. Gypscan or Owens/Corning Fiberglas batt insula- - shown ar implied on the drawings and specifications as we] : as the tions . Flame spread rating of 25 or less and smoke density not to 1•.iEt. Ep,,�r-1 c � 'T'(f ��)JP L6cal T� FILL Jc;) physical conditions of the site . Notify Engineer of discrepancies exceed 450. j Si�L' ��� TILT-!iF' pa.r�cL prior to start of work. B. Wa' ls R- 19. '4 B. Contractor shall coordinate the ai)rk of all subcontractors to prevent Cr Ceiling R- 12 . Ceiling Office R-30. t A# I -x� �.� �i"�Ff'a(2 �' EC�E duplication of effort and to insure proper seyuen. a of operations. � �' a �/p �T� •� # 4 �.�y�,Et��j � � 61N DOOAS, WINDOWS, AND GLASS 21�,r ♦� �r e.M 3. Apel icablf• Codes . All materials and workmanship shall conform, to the - ,I� TY� I �� Uniform Building Code, applicable :tate and Federal safety .orders . I ILS• N, _ All references to codes , spec ificatiuns, and standI . Doors and Frames sc standards shall an , and - - types.s for sizes and plans t e ~'�`-` E` -' are intended to be, the latest edition, amendment and /or revision of such A. See P � "- f � Call; oa ! reference standard in t:fejt . B Metal doors and frames shall be Steel -Craft or approved equal non- J _ 0 ane) full flush [ I f P � type , or approved equal . C• ,ors [o have 2U gauge � k KEh��,/ SITE WORN steel skins and frames shall be 18 ga,,ge steel with mitered corners. .- I1 ` - O l L. Wind:,ws at walls : Viking series 1600 or approved, mad . bronze anodized �- -- --� - ---- -- -- . � c� ' insulated . � • �-, • I . Allowable sol. bearing pressure: 1500 psf. a s • � %i• o - 2 . Stripping Re,nove all debris , roots , and nrgani material shown tc, .arrive 3. Al;,minum Docr and Windows : paving and new building . Dispose of cleared and demolished material by A. Aluminum w:nd:�w frame 1-3/4" x 4" profiles for use with insulated removing from site. glazing Y lezin asszmbl B. Alumin im storefront door with 2- 112" stiles , botta rail 3-3/4" and Y f 2 _ 1 .` T70VJ�►-='' _ _.._ ____ .-_.__.___ =�__ r..-. --- "' - , I "" ";"" 3. Grading: Grade areas designate.i to elevations iodic ted . --- top rail 2-5/$ Hardware : Deadlock with cylinder both sides 4. Excavating: Excavate_ for footings ,s iers slabs paving, g� g � P � P g, and other improve- - y pus), F,,�� �..• I� -_._ `. � � ��', � merits to sizes and levels shown or required . A'. low for form clearance bars both sides , threshold and closer . and for prop«r compaction of required backfilling material . All fc,otings C. All aluminum [o he dark bronze finish . I' �'' x I'/�� / %1(p'' G GC�� _-� _ __.: _ ~`- _ N- �a}�RI K ROU to bear on .irm, natural , undisturbed soil free of organic material or D. Arcadia , Kawneer , or apE,r�%ed equal 1 r / I I ' T 4-'A4o x it VJI-LD Ft• ' _ -__ -- 1�1 _ ,ar on engineered fill . All soft , vet , or soil of unusual condition shall � � I __ ___.__. 1 2 _ be excavated to firm, natural , undisturbed soil . All organic material 4 . Glass : w j 2- '�2 x I A ,No t� _ _- - _ , ._ OC 1 shall be removed from building and paved areas . A . All g1s5s to conform to 1979 UniEorvi Building Code Chapter 54A through /Mp�X 8-.p'' �jpp�,lr�f�1 5. Backfilling: 54E . I�• 1 " I " „ • + B Insulated iazin assemtl 3/16" float lass on outside and inside CjcDE- 1`L l�4- ,� A/2 x22 x '�4 f fi+, 8 Y' R (ox ry A. Backfill Materials : Salaried natural fill material from on-site excava- with assembly equal to 7/8" thickness per PPC Industries . Change tion or off-site borrow, shall consist of the following or a ;. lend y q F g 1J�•4r - .1 7��4 x 22 �' i- thereof: (well-graded granular pit run, or balk-run sand, and/or to two 3/16" "Tempered" glass panes in storefront door and adjacent 2- JL4 � M• �LTS � ` `• ---- w windows . t� - - � . j gravel : small cobbles up to 1-1 /2 inches in maximtai size with not � I / ,.�•���++ __�_____ , more than ten percent ( 10x) of fines passing through a No. 200 sieve ; E: SL'SFE.Ni)ED CE II INGS or approved on-cite excavation materials). Under slab granular fill ------ ----�__ _-•, ''-'"' 'L - �. � I� shell be of 3/4" ..rushed rock, free of organic material . ('ranular :O, I . Acoustic la n panels 24" x 48" x 5/8" with flame spread ratio ; of 25 . fill base under footings , in locations as designated on foundation Y P P '' - Furnish in matte white finish. plan, shall be 1-1 /2" minus installed in 6" lifts compacted with hand 9 \ �� / G�L 'J�� �r �T� DUTI vibratory compaction method . 2. Suspended grid : (cold roll steel) C.At,)L.1C1iJ�r - --� 1 c B. Compaction: Areas beneath floor slabs shall be. compacted to a dry A. Main tees 1-1/2" deep with 5/16" exposed flange rolled cap and integral ` densis of 92 percent of the maximum dr density. As deterwined by reversible splice at ends. Y P Y 0. B. Cross tees with double web design, 1-1/2" deep and with rectangular �t i=' == - -� r '- • ?F- 'modified ..ASHTO methcd of compaction design T180. f• bulb with web extended to form positive interlock. Backf011 ill Lifts : Place layers in ■eximum 8" thick lifts . P �• ' C. lull siouldin s '. 1-1/2" dee angle with I" exposed fa.a fasten with 6. Paving: Comply with "Asphalt Paving Institute of Oregon" reromrriended B P g P des i n and construction rocedures latest edition. Provide screws at 32 on center . r ,� g P p a v a n for 1, r l *-�O' x , --• :it7 �M all areas s ecif:ed . 8 D. Cxp._,sed finish of low sheen white satin baked enamel . r2 dJE✓...G' R I I- I �. P E. Cross runner span 48" on center maximum and with intermediate wire 4 A� ,�/� ¢IVA x IL'' A, P-PoL•�- ' � - I �jOLA'rION -K�I{V�' 2� � �j!,� c;,�-.,L. `r_ 7 . Pavement harking: Apply 4" wide park � r.g and dire tion lines where shown I � � I / � t.-, I Use Rodda Paint Co . No. 671 , whit^. support . Wire: 12 ga,,ge galvanized at 4' -0" on center each way. w1 2' /� Q' ; • � !e _ LS.MD�D -- i P-6-1 i�f10 : F. Provide one wire support to tee grid at each corner of each light �MAtC, �' ��" f�fI1�Cq� FILL �FT� c��7L. IS CONCRgTE f fixture ^ I SL.hp�j Ele.��i,l=l�� ,c f�=1 G. Secure wires to roof purlins with 3/16" diameter eye screws with �'/� �0►�-- T �-T )f "II 1 . Codes and Standards : All concrete w:irk tc coaply with ACI TIES "B ci )ding 1-1 /4" minimum perietrat ion. ;•r'•'" �' '- `�`�"� "" `� •�~ 2x '4' I�.T �^ LLi 4 ll'1 ry Code Req irernents for Reinforced Concrete : ACI 306 "Rerr7esmtnded Practice for Cold Weather Concreting: and ACI 305 "Recommended Practice for Hot TOILET R(X.Mf NOTES • tJo� �Fz.,h+k - `9 Weather Concreting." `-' - '- _ ' i Iiarr•s -aa--sa�� moo+ '. ._ ssr'r�.itir 2 . Notification : Notify Engineer forty-eight (48) hours prior to beginning 1 . Floors: Sheet vinyl with a 6" ribber base .any our . Y P 2. Malls: Two coats, semi-gloss enamel paint over water resistant gypsum 3. Concrete strengths : board or C.M D. as indicated . �•, v UUU - y � /�� ' A. Footings and foundations : f ' •2500 psi at 28 days , wit,, maxim,nn ••1iml 4. Dr,„ra Noll" cure flush wood with one coat stain . Tw . Data sealant . � I T-r�' � X�'' f/ 0^�� � t�fi - ---- - S. Tilt-upvalla and Floor slabs : f' •3000 ' ✓ ` c psi at 28 d.vs , with maximm+ Water closet ccxapdrtment for use by handerappec. (,)nr per ►estr Iom) . a' �+`a '� r. c ,. Y r ., • ( c�c ; slump: 4 A Mater cl,)a•t ato<,l s►IalI be located in a c :par spa a of n„t less than I ( r<<a•> 1 4 . Cement : Standard brand of Portland cement per ASTM C-15( , T, es I o- a.'" in w, tF, and have a clear *pact in front of the water closet stool p d p 5 GE �O'.�N r>, PLa.tJ Y ��,• . Q II at Contractor 's option. Use only one manufacturers sta-dard brand , or not less than 48 Mater closet stool height to be 18" to 19" [ype , and grind throughout all work of a particular type. above finish floor 4- t i �„��, • I O 5. Water : Clean, potable, fresh , and free from injurious amounts of oils a Gtah bars io bo, sysurely attached at 32" to 34" above finish floor . 02, YZ " A1/4" Z. >< /� ` GQI I l ` I �O� I � I G sll • yi•' �'� acids alkalis organic materials or other harmful substances . Grab bar outside diameter to be I-1 /4" to l-1 /2" and installed with r "'tet-R IV Iv C� g �t FULL NEI ONT �� 6. Admixtures: (agents shall beth be from the same manufacturer) . 1-1 /2" clear space between grab bar and adjacent surface . �pE�,J1►.I,� ------- -- �j!�r,�;_E: 1�2' � I'_O" • A. Air entraining agent : Per ASTM C-260 5. General : _ I B. Water-reducingagent : Per AST?, C-494 Type A containing no calcium A. Except for the projection of bowls and wastepiping , -- g Y P 8 P P ) • clear �i n n b s t r ut t e d � -- • + ,. ,r, � EAc..rl chloride or other accelerating or retarding agent . space of 26" wide , 27" high , and 12" deep shall be provided under V • • • --_ 7. Aggregate: In accordance with ASTM C-33, maximrun size 1-1 /2" and including at least olie lavatory . sand , but in no case lager than 1/5 of the narrowest dimensions between B. Where mirrors are provided , at least one shall be installed so that aides of the forms of tie member fo- which the concrete is to be used, the bottom of the mirror is within 49" of the finished floor . '��a C�'�AMF'"1~-�`�. - - 'yj x�21, ri Ii 4 L x L} -C7 nor larger than 3/4 of the minimum clear spacing between reinforcingbars . C. Where towel and disposal fixtures are provided , at lea,, one shall ,BVI 1/2 110 x � � �,�•-�-UD \`�H I % a��+ 8 . Reinforcements: All bars for reinforcement shall be deformed, intermediate be within 40" of finish floor . grade steel conf)rming with "S, ecifications for Billet-Steel Concrete - T Reinforcing Bars ," ASTM A-615 , Grade 60 tminim,m 60,OOC psi . yield strength) , - / _ 1 a, ,r T,tS " 5Flrr•uM +t be- (�rsdt 40. Mi,,im,rm barlaps at splices per MEChANICAL (By Separate Permit ) ACI Code Chapter 7 1 . General : - _ .__ __.. ---. `�G�►LF_ I I -,� GALE• I"= I'--t�T �,cp.�� , � � _._._________..._...-�___ . METALS A. Make installation of all items in complete accordance with ail codes r or regulations set forth by state and local authorities . - l . General : All st � uct,,ral at eel shell De detailed, fabricated , And erected B. HVAC contractor eha` 1 submit drawings showing unit heater locations, Sub- in accordance r etc . plus fi,cture manufacturers and catalog numbers and cuts . Sub- 12,K 60 act rda ice with A'SC manual , latest edit ion. mittals shall be appr,,I-ed by Engineer prior to start of work . �"'✓' C7•(�. MA•-)C 2. Structural and Miscellaneous Steel : ._._ _.._ _._._. ��. _ -__-_----.: . _- A. Al steel plates , flat bar a , straps , and structural sections shall . �LA�� be ASTM A-3b unless doted . 2 . Plumbing: _, 14. All tube columns . A SCSI '1 � � ETG k _ �_.,.. , < C . All bolts ASTM A-307 . A. Codes : Maki installation of all items in complete accordance with I 14 x 4 n /4 �I �`"-- ¢ D. All steel to have <.nr shop coat or to begalvanizedn codes and regulations set forth by state and local authorities. I W/ 2- t14"� M F,- sp040 • '� P i f n .ted . S E . All steel embedded in gravel , rock , and/or earth to if co•eed with B. Submittals : The pluml,ing contractor shall submit drawing shcwing v asphalt . piping lo,.at ir,,,s , sizes , and at i ongments plus f ixtures man•ifacturers . - I, A/l L}- -1/4" x ID° /�• P50L an.1 cataln numbers . Suhmittala shall bt approved by Engineer before ;I2 il�� •.` I�zOG• F. All welds E70Xk per AWS Standards by certified welders 1 /4 fillet g weld typical unless otherwise noted . start ing work . CARPENTRY ELECTRICAL (� Separate Permit ) he submit drawing- sh� vin- electrical I '�•CG• I . General 1 . General Electriral Cent rector a 11 s ,bm► g" _..__--_ -._�____ ____ ___-__ - / 1 -I `�- i wiring di �gTam, strvice panel , lighting layout , and catal,)g ruts of ell , =7 A. All nail% to be "corn_,. r galvanized b,;x nails . Nr, bright box nails /fixtures for Engineer 's approve, pri„r tri start of work , V a' a installat i,,n I �_' r �x ��!^ allowed . Nailing to be in accordance with Table 25-P 1976 edition E...Gr W D l� IQc�{ ' Uniform Building Code. of all items in complete accordance with all codes or tegulftions set I .d. 0 Y �' B. All wood in permanent contact with ,:oncrete to be press,ire treated forth by State and local authoritie% . �,A tiles 'Jfj ik-11 G' tyh.r.r"I r-AI I with a waterborne preservative in accordance with "Standard Sp•'. i- 10 -'� ��icL#4Y - �------ SPRINKLERS fication for PTess ,re Treatment of Timber Prodricta ," ik M Ira ^a� ,n D11Fr, ------- - ^7 EZ- I`� C. "X" brace all ;oist s at maxim rm 8' -0" on -enter / s!;� ' D. So' I,! bl.,ck all ;oists over all s ,pp..rt01 1 . Building fully sprinklered in acc•-irdence with NFPA 13 . 100 porcetat I I )' g -1I � � , �} 4Pj''�� EVv' F . Fir' bl ck all %t ,d walls at 8' -0" nn re-!er sash wa_ sprinklor►ng to be maintained . ! I) ! ;r,A���-t�JC%' i Marr., ' � � G...l.�h�c.r �Lt�.P� � �1• i .•.7 �. I''l�' I;� � X � � ~�WELD ��: �()��`� M l�'�- 2 . Lumber Graders � �--- ___...-.- _--.=- 2 4," A. Studs , standard or better . � � � --_----- ----_. _ .___ ''h1� 0h1� ---_ _ _,' Trp �JO j�� - . __ • B. Plate! , 'docking, bridging , and ledger~ t be D ,gl :se Fir 02 ,.}.. • CIO C. H aders , ioi-ts , to be Douglas Fir !1 or Douglas Fit #2 as noted on P •v JL6 drawings . pI�� 71�� t I ----- -__ --_ � 1►.. / �" p • , n N D. G 1 u•-1 a r7 i n a t e d b e a>ea s : ---' -------- - _ �C �� �t�L t:.. •� �.4- H 1 . f -?400 psi l �� '� H G''=�r CVr- 450 •� 450 psi ��� ��C1 f co 165 Fes-'-- �- -- -th -_..�..... �._._ 1 I • , �{.� •.�. 2 . Comber : See Framing lane _ � 'IfC' 3. Exterior glue. TIE�a �`> I�'(Io.G _C' i 1 ' '`'N .;rLc w `:< y� v. /- �. -�'fI'z t.J ` ' %+ �� -ice� �j �• i) I f'� (ra 4. Industrial spper,ranc-e gra,!-, � F I• ',� _j -- :- !. 3 A. Plywood Sheathing: B. Roof Sheathing: 5/ 8 plyw��c,d CD inter ,.,. APA 32-15 with exterior _ LU D. glue . Floor sheathing 3/4 p{•�wgpd G p � _ -"• •- �""""--" - C. Roof. Nailing: See Framing Plan . ---- ---- - D. Wall Sheathing 1 /2" plv�+, ,d CD inter for APA 12-16 wit`. exterior glue. �J) , . Floor Joists (trusses)#- tzekor �� I L.A�✓ LL A. Joist Mar,ufact�.,rer to submit sh �p d;ac.ings and calculations t�> Building -j-- ' I„ � I,��i, S�' I/.4"= I'-�" ___ I"�I�`O'' 7 - � �L,p,`�• �"+,'--^ trJ C1 Departwent and Eng i near for al,r,r,}vq 1 p7- i,-)r tc fat,r ►c dt on. All / 7r-- kAr !ta►rr� by an Er�Ir�r rEg15tereJ Ir tter ,tett c4 C�raa 0 , .,r.. , PNrNtIN, YO VON11 AN1 WIMPPIPP, • _._...,,_._.._.. ..,,,.,.._....wwwaseARwr..V� -•r•_r..,._wr .._.._. -•F•..r,�],VIb.•1N�• ,_T-�,�•. .�IAR...rP'r, r. ... e.M t�A-MII'1�M►_-.M�-wFMwV•r•..wiW,"ry�11w...IJ1.-.�11• _ _ ,�UN.�.MM,/,1,Mj/Tp1Y11Y.r1tM Vff. ,I... ^I�Itt�'11,�tII11,�tI,I,r1�IIIIItI���1I1,lIIlaI,IIII�IIIII Jill 11111111IIIl�III�I�li11lIII1IIIlI111lIf,Il�lll)III�III�II�IIII�I11'il111I,III,11I,1,� I,I,11�,1,I�IIlllclIt�,ItIIlt�tltltlt�t,t .. �, r NOTE: IF THIS MICROFILMED i"...�- 2 4 5 5 _ 7 811 9 Ilo f ( 12 DRAWING IS LESS CLEAR THAN TNIS NOTICE, IT IS DUE TO THE QUALITY Or THE GPIGINAL DRAWING. -- - - - ---- - OE 62 32 L? 92 S7 bZ EZ 2Z 12 OZ 61 91 LI 91 4I 1�1 EI '1 II 01 6 C 1 9 S b c 2 1';•""1 ,tuIn111nn11ntlt,ttluttltt,t�nultlu�In11nf1Iulllllulultlnu�lallUllin!!lI►t1n11111u1�,I�1lIIil111ullIIu1�111�It11111u1llulllll+I!1ltlilt►IiINIt1t1IIIIlIIltljlll!�IIIIIP"�IIIIWII)illiliJll�Wllilllllll�llil�l111)IIUUllllllll�llllI1111III11IlWIil1 s„ I F AY ..�� 1990 ....=&i. -• _ r_r-...._ � ._..,,���,•._r.,,,.-�'_ _ -.....urJsl. .:w._._... ,. _- !�... _ __ .. -...r., ..._. ._.__ ...._- �larr-. - ..,......oroM++.r�'•""e"rdu►,.. �' .._..r.::-a..r-- __..<y.. .vr.. ._...r.._ ..,..:c•wew•y..w+.=a-. A � G G' b' (p1 E • EI �� � J + 22'•8"-- - 22'-b" 22'-b" – 2Y'"b" _ 2Z'•b" 22'•U' 2�i'•O" PAV02A4 2'-B" 12' 0, : 6.0 7'• 12'•0" 3=0 - a 'D� "Et� n 'o �• r-low LU 17'• r,�4 U Z N ''i ZD Q Ts. Ts cown.l �_ Q F- w 4•o . A'P_ - -- - - � II -iu O W a La F— `� 4 3 N At * 1 a b T W Sn I�trlf�RCCv corlc. c�L�.�, Q � � �---- c+Vlzf+- 1p' o� G 115FiCD �cx.K CV N - w/ p V _ Q F- 71 I O ti N Vv P�' � i 01 I B� I� �ia�c'S. Wtil 1=1L1= s O –I Ico � 21'-4' __--2i 4-----.-- - 22' v�'a° #_ 22' 0 22'• 0 5=0'}Jq — "o pl 1 — oudorm : H /- G oVb Lxlsr' ILL PJ'ENEp. ++ W FZI �jI',2" T�.� II-.J �)'Z LL � n 77 _ .i . .. ` .. _. �i'I'IFI'I'�1'I'1'I'I'I'11J'I'I'1'IIIIIIIII11'lIIIIII'IIITI IIII'II IIII I'1'I'I'�IIIIIIIIIII III'I1I II IIIIIIII II II II IIIIII111I1111111II!II IIIIIIIIIIIII J; 24 NOTE: IF THISMICROFILMED • - ---- I -_—_ 23 4 5 8 7 8 Q 10 11 DRAWING 15 LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE WALITY OF TIF ORIGINALDRAWING. OE 92 92 L2 92 S2 b2 E2 22 12 02 RI 91 LI 91 SI bl EI 21 II 01 5 9 L 9 S Y E 2 MAY 205 J999 hSS0C � �- E- s AGO, w . LLA,lE i E FA ' ' , E ' - GOO V EST LINKC�EGON 9- rRE S ' R NE Y PH . J03 i 656- 6604 BASIS OF BEARINGS ( 11 , 7Q5 ) LOCATED ED IN THE N . W . 1/ 4 OF SECTION 351, T . 1 S . & R . 1 W . W . B . 8M COUNTY * • . WASHINGTON OREGON FEBRUARY 19 , ,1986 FD S/8 " IR ani � o I4z � --' � 2 . 8.51 �a Zc o 01 O ��� 5 . 00 , ''� V. DEDICATION � O • NARRATIVE • THIS SURVEY IS TO FIND OR SET MONUMENTS AS SHOWN IN SURVEY N0 . 11 . 705 T . ` 1000 � WASHINGTON' ! COUNTY SURVEY RECORDS . THE t40NUMEN TS FOUND ARE SHOWN HEREON . THE NOF , HWEST CORNER WAS NOT LOCATED . THEREFOR AREA - 1 . 37 ACRES FOUND MONUMENTS WERE HELD AND DISTANCES BEARINGS WERE USED FROM SAID SURVEY � ._ 0 . 1 � , 705 TO ESTABLISH 'ITIS rS SET POSITION . SCALEN 1 " - 40 ' BASIS OF BEARINGS ARE FROM SAID SURVEY NO , 11 . 705 . rID ` �c7+� 1 n Cb , REFERENCE SURVEYS : FLL.AAMD =LY17 #ZY0R is ° 0 1 �► �, � 1 , 705 14 . 4154) Lo I N7/ 3 viaC . R . 2043 . �-- L 2 . 0 r 3 LEGEND : ;7 0 = SET 5/ 8 " X 30 " IRON ROD WITH ORANGE PLASTIC CRP SCRIBED ( L . S . 1570 ) 0 = MONUMENTS FOUND AND HELD AS SHOWN FUER EON EAST J r �s . Chi �: CURVE DATA : N4. , DELTA RADIUS LENGTH CHORD CHORD ? F SN 15 ' 33��W - __- -. - _ BEARING 3 .� 1 1505314 751 . 20 ' 206 . 41 ' 207 . 75 S24018 ' DORW 0 23 10 1 08 753 . 20 1 67 . 95 ' 67 z—t- S . : OR', E? T L . 93 S1 .� 46 G3 W 0A '�`IC C�rHAM D . L . C . NO . 52 ._ . ACC . -339 I I I I I �'I I lel � l ' I ' I�� eielelelelelelelllelelellieltll � i � Ili ,rIIlllllilleiefell � Iltleilllle eilleleleltltlt tII � IItItIlI111 Iilleie ele � ele ileloli � leleli � � e � e � e eieleli elelrli ile e11 •`�+ �_, _.�''��'��� NOTE : IF THIS MICROFILMED i I 2 3 4 6 7 8 O ii 12 DRAWING IS LESS CLEAR THAN �---- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. OE 62 92 LZ 92 SIZ b2 £z 22 12 02 61 81 LI 91 S ! bl I zl I I 01 6 6 1 9 S b C Z I 3191D <<elleeeeleeeeleeeeleeeeli!iole�eileeeelleee�1e1111111I1111I1111III11I1111�IN1I1111I111l 111►III11I11ILI�EEl�111lIIIIIIU!i1111lIIiIlI3luIIIIIIIlIlI1111I111!!ll1!IIIIiIItt1III11111Hill 1d 11111111111111I11�1�1�lltl I 11�Ll Ill IIII1111 tI11�I1�jJ�11111U1�llll�lllllJl�IlIII�IIIWIIIII 1 ...,. - MAY 1990 Y s rr•tea r° 1 �r> dJ Tj z ;d ' o c w x U Oo CC6 6 ') Lri cs - - rc ,nw oN i 1 I o i l i I I uj o' ( n 2101r C _ —- \ ^� I I 1—irk•Li P_ �_ �-MR- 4 lc i - L jol I q! T n rr- i e;c>vY � . � � INN— j v L dC 1 w i 4 i I I I M ro- oN E e 4 200r� / 2C - ;��' I 17'— t -- . - A UP, TO VL.• a i J �U G L,'f SAN _-_t— _ ._+-____...--•�_ j \�.. _....._ -- � \ / 1 R� ©�•-•>t ti O/J �,>fp'T T � t`� (SG R.E�i'c�.1� 4 I(o' - �' + � I ' , Z'-A� MIN. j r APPROVED F OR C4NSTRUDrION CITY j OF TIGARD ,� � � �i•7� _9 PERMIT N0. M SITE ADD Ni may o ._ . __.__ . �_-- - - - __ ._ .._ _._ _-- __._ . _--------- -----_---_._-_---- --•_.__ - ___._ ___.- ------ --------- ------ ,- - 6Y � R _S +p p 1ITLE ^ j 4M� V7 c4� 44D,E., w _.� _ .._. __ _ ____ 1 �_----- --- - --.._ _. . __ ___. __. .�— _ _ _ ____ _ _ fi + - ____DATE --- —_.._.__,_ _. __._. .—--- - - -- _ k T — �_ i V� _.— N ' - I �AI t� OP E.►.� ::�►J _I I I i i i 51,�ii I ��,all ., —�_— - - --- --- ---- — — ---- - 1- - - - 116. go 4-1zoo's b2�_o'i II:�!.©� 5 ►Jt� �����" I ?� c'� d � 0 • ! y r ^I�I�I►IIIIFiIIIII�I�I�I� II�I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIl11IIItI11��I�1Il11IIIlIII�ItItIII�I�IlIl11IIIlI�iIIIIIIIIII{IIIIIIIII�I�IIIIIIIIIIIII�I'I�II�IIIIIII111IIIIIIIII�I�I�III111 ++ + -- lw NOTE: IF THIS MICROFILMED I 2 3 4 5 _F 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN ---- THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. -- __ __— ------- --- ----— --- - .. �.---- i OE 62 92 LZ 9Z' St bZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI ZI it 01 �i I8 L ••,-.•-I9 S b ,►!IIIIuIIIuI uIIIInII niilnn)nulunl1111I1111II111I1111IIIIlI11NI11lIIIIIIIIIIIIIIIIII{{IIIIIIIll11�IIIlIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIlIIJ7UI�IIIIII t111III11IIIl1Illl�IIIIIIIIIIIIIII1111�IUII i1L1�111111,�(111111.I111111111uWil�lllllll�IlllLlllUlllllllllllllllllllWIIIIII AY - 18111g94 kz 1 act. M TQ. DSV Z\ a C56 cis✓, T GC_5/O - 4/ a, - 75 I i Z 0(:) G N 1-*T/NG c::A ro 71 /"l LW ►* I /"P4/ 7 4AIL� C-00 4- iw G C-A-fi .54i -4/2- 7 ` TCi ^-1 ,A/, 16 . 1a ZOt vl 5o Y" T• G40 I I e4 r - VA-C— ; /Nti�'_4�� rr t f+ /'JNG �S'!S T,EM CJ2 V- *_ - /3 0 /LT �' /N pUT /20 V/Jf 41N'_ V0L74<oe_ 7"�tAe.—,v S rµ7- PA Y - µ7PAY - VRA.. /NJ=�eA;ItE.G A0 EA 'nJ� sYSi ► �2V- � 20 ✓O4Ta�;tt 7Ntr+:.��J�SrAr) 1 L 4 r 4 r I q i 2 r c� - :��,A-�- �,.�`- , ti�rz�a �� -c. 'T/NG f�?,�,.,, T�► - 75. c:� I I Z'Sa� • I 3 7 �� b N /J✓vu T izvV/ ,�I rt,ft5'2oc?M N7T1 r �1,4 7)i ? - - - - - - - � / I .� u�v , �ED T LXN.�:.;.iS r 44 A/ 'r /Zl MSc C Ef GEJc.-iNG 0�/ L: - .2S ' ::o /�„ �O w 7/4 '),A ',IGG >v✓% TC, i-I a:Y OTf-rC�,=/ __A A..11"E — /=Z. 0 0 �R IC'e E --� f- P-- IP.3J✓4� 4e=--n/ -e 7 / 70 GGM G � /" S,�• /L1O �✓� / tT ( /�'/ T�E.� !OGa. WiT/� G/GHT r I GoUS/ 11V FL/-ISf�/'/NSG / , ,U�o,aR•_A/B SE.e+G (�BYGT"NERAL NOTEI� Ntr.GN, I 1e1001C/1V15 6,V I; GTh►4,CS �� TF-A.IDS .�/20ZXA/D �Nr/�{_ �f/�/NJGT��. All cutting, patching, painting b runners by others y '----� "� �7 �•� � O•n'�.�//NCS, All plumbing and drain lines by others All electrical by others except low. voltage control wiring by this contractor /� Responsibility fur verification of structural requirement ��` ! " / T ,�, �. /' created by HVAC equipment rest with others Nn SG�o► C-E. Insulation: 1" thickness with min. density of 11# per cubic feet i ' Entire HVAC installation, material and equipment shall fully comply with 1953 state UMC, NFPA 90 A and Chapter 53 of UMC Thermostat to be auto-change over with sub-base on-auto- off fan switch and heat-auto-cooling selector (thermostat to be set at 65' for heating and 78' for cooling. Fan switch to be in on position during occupied hours). i URAw A'lj QHeating F�Air C inditioning -��--- ORAWfNG KO S '17555 S.W.65th LAKE 05,VEGO, OREGON 97034 y (50;�� X084-85133 � ._.«.r...aea-.....�r+.w.w�+.+..r rar•.•..r.wa.�w.•r �.r�r ,_.- �•�..•......-... .......-r.-.. =�� "'r .`.+�+.-+_- - �wNY�w•w�irN/��.�...r--_-..""-"-"ter-. __ _ ...w.w.•w-•-.-._....._.._...-.-......�. i ,1� . �� I , III 1 I I I r rll7l I t I t 1 I I . ' 1 1 ► I 1 III � -•- - r.� 1 I I I I ( I I I ( ! I f I I + 11111I111If�11111�111IIt1�IIrIlIll1tr11111111IrIllrlllllllltlil tl1l1111111111I111111111!11111 i NO1F THIS MICROFILMED I 2 _ _ 3 4 _ _-5_ �.. 6 ._ -7 ._ 18._�_ �—9�-- 10 I ( 12 �, DRAWING IS LESS CLEAR THAN .t THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 62 LZ 92 SZ bZ EZ x2 IZ 02 61 131 LI 91 SI bl EI ZI II 01 6 IO---'-- -LI- I9- IS.-.-1 b E ? 1"■l" ,n1 Ill Ill U1111111111111IIII111111111I1111lIInlnulunllull►ull;Inl��nllll llnitlutlltllt{SII►In��llu1111141tlilslulllullhltlltttlltliltulllntllnlluultlllllllll1111{IIIII1111)lUlllllllllll!l11111111111ll�Wllilll�U111111111111itllilll�illllUllllllllllllllllllH :24 1( M A Y 1 � 1990 r . Lfn mlp� 4' 65648 I . L14i- "' ov ?, I L.r-?II 4cq \�4l q. KEW� -7<D50 IV 14v- +11L�01 9�- .04 ce cl, LLJ 1,76 I rm L74�;j r-- he a�7 (400--7 co *, o 7 -9 Lu 1&0-30 4AA +\ 4 4- i-Q -j z kL u lyj ............. kol Lu < LrIIII, = ""\ 0(*%4 two +\ 6 4- 0.0e) co 16-V 7 1 -�i,�—00. 40 I-OT 1000 "&'rl *j0 1'5 (v 1. 44 �I 14 �—,o '7 4- ell- (o7 ,,-JAM Vez L , .. I ................. . ....... C44 It)i Nona 16m to L I& AMOM W, Pu�l R k Ld LA NTNG DIRECTOR W LL cn 01 A"b ilk NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINPI- DRAWING. oc 62 BE! 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" I I � I � � � I •ter- 2 3 4 5 6 7 t 9 10 I I NOTE: IF THIS MICROFILMED 1 2 ► 1 ..�,...�.....FF.e�.____�r ._ __— DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL_ DRAWING. _ _ - ---,.- _ —-- ----— --- - -- — --- — — 6E 62 97 a 92 S2 *2 E2 22 12 0? 61 81 Li 91 sl b l E I 21 i t 01 6 9 L 9 5 to F, 2 1"•a'" �n1�n11h1l1IullhulllullullllLulu1�n11iunlunlnpll11111n1�IwIIIUII)ll)�1.u1�1I1)Ill!;{u�111111IiIlllll!lIlU11i1UI11UIlUlIlllllJ►tillLltlUlllllu11n1IuuI11uII11duuluuh1uI1111�1)IIIaII�WL�IWltlfl�flll�lllljl1llI11111llll11UlIUll�lflllWllllulUl111111IIWIu11 - MAY 8 1 1990 q�q + 14 �—T exp- cc1L�r� -`--' _._______.._.__._..�..,,-, _ � ; � I - .++,4 y y� 1 � � - _ �_._—_--.--__-__�--^-- - • ----_-__ ____---- 3/ 411v 14 It11 i 2x12 L Jcp� --- - T-Gam. LA104L I" / ` I f i 2 t!�. i-4;,;q,�- _— -- ��:_ ~�-' L* 10L _do Q "Pli — — --_..__.. 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O. tlllt►�1tI tI,III�It��I ItI�It111�I�1�IlItlIitlllll,Ill�I�l) �1� �lll� ! �i� ` I IIIIIIl11�11��11�1(I�t�l�lll'I�I�IJIIfIIII`1111111 111'111�ItIJillI10IIll11111111;II�lIl111III1lIIi NOTE: I F THIS M IC:TOF I LMED �.� �,...��_...� __ 3 4 51 .� /!! _ I� _I�r A I III 1 12 bRAWING IS LES., CLEAR THAN THIS NOT 1iCE, 11 I S DUE TO THE QUALITY OF THE ORIGINAL t af. 62 8Z LZ 92 S2 1dZ EZ ZZ I? 02 61 81 11 91 5t t,I f.l ZI 11 01 6 9 L 9 4 b E Z �nlnnhllilullllull��IIIINIIII��Iulll�utltttllwtluu�uttluultullluthul�tu111ltitlu��tl�ttt�uulu�lh�t�+lnt�ttulllll0iut1�1t11u1tlttt�,altlt�nitt�Iluu�tluhltt�lut�lul�ttultut�ItuluulttttLu�riullttt�tlulutt�ttuluu�ttttlltu�t�luu�tntltul�tu►11111 � I MAY18 290 � r 1 r—� roolif�� D nE� Fir 'T .l I Gs i'_0'► % ' c �'i0 r-low4s .� 12 , � �„ �,� , -o" �- I -tT �P. KENN _ Lu _TF 9 7 r-','4"745. 4cxum 11`4 1 �" N r " ' �' • 'moi I +' _�_' 17At - �-' -1--- ,::;, `yr. 1'4'40 r t � Lr'\ DC I Ie pm 14: -4- -1-4- 4— { q I L.L.. 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Id 02 61 91 LI 91 SI t,I EI 21 11 01 f) 9 1 J s c 2 ---.-T 1.--—I_ III I I lull]111111111 Ill!" ill 141111111 111mJ111111toll,'lilt 11111 MAY 18 �. . _ 1999 MITI NOTS7719 P OT E CT I I . Roofing: trxvvsl>:r.) EC I ,-Ur r or oto. GENERAL REQUIREMENTS A. Class "B" built-up fire retardant roof. Owens/Corning Fiberglas IG�p•/p Ipl��^ µ/IML} 2'/�" ,c '2 x'�/�" G x (s" 3 # il 5 WMC System or approved equal , W/254 base sheet . 1 . The work under this contract project is to include all labor , materials , I . One ply fiberglas combination sheet �`q' rw/2 �/2"� GvvJtm'rL� 9 I 2. Ong I fiber ! p Ply No. 6• I bT transportation, equipment , superintendence , and services necessary for ply g as arms and reasonably incidental to the completion of all construction work in 3• Fiberglas Perma cep. conrect .on with the drawings r,nd specificatiuns . 4. 55 lbs . asphalt . 2 . ^oordinet ion : 2 . Insulation : A. The Contractor shall verify and confirm all dimensions and conditions A. All insulation to be U.S. Gyrifum or Owens/Corning Fiberglas batt insula- -' shown or implied on the drawings and specifications as well as the tions . Flame. spread rating of i5 or less and amok•- irrr, Ity not tou.l IJoI W�L EA•C.rl L.�<I _rY r. - �e�14 D L EAST t, F tc� p T Physical conditions of the site . Notify Engineer of discrepancies exceed 450. _ 5%'" � TILT-�.; Fill �a.I�EL prior to start of work. H. Walls R 19' s7/4 �t0 B. Contractor $hall coordinate the Mprk of all subcontractors to prevent C• Ceiliccg N, 12 . Ceiling Office R-30. v �I bbl N dupiicatian of effort and to insure proper sequence of operations . � } � e �/G, ��T� -21� ' J # 4 �I��E� � �� � 3. Applicable Codes : All ■atcrials and workmanship shall conform to the DOORS, WINDOWS, AND GLASS ' ay `}8 O.G 1 �� Uniform Building Code, applicable State and Fe•leral safety .orders . IO TYI I I \ i All references to codes , specifications , and standarda shall mean, and I . Doors and Frames I _ y L-- ITS► C✓ N \ f are intended to be, the latest edition, amendment and/or revision of such A. See plans for sizes and types . 7 7�AL9b: I°zl'-C7" t11�1� reference standard in effect . B. Metal doors and frames .;hall be Steel-Craft or approved equal non-- 2 on- Ir - s t panel , full flush type, or a � , ( . YP approved equal . Or►��rs to have cU gauge ��.uL.KI :tet ___.__ SI IE WORK steel skins and Erases shall be 18 gal,ge steel with mitered corner . 2. Wineows at walls: Viking serves 1600 or approved, med . bronze anodized - --- - o 1 . Allowable soil bearing pressure: 1500 pef. insilated . o n 3. Al ,rnin�,m Doc,- and Windows . - ---- --- -- -� - 2 . Stripping: Remove til debris, roots , and organic sraterial shown to receives _ _ � new buildin Dispose of cleared and demolished material by A. Al,,minum window frame 1-3/4" x 4" profiles for use with insulated - - paving and - removi,,o from site , glazing asseti,bl L P B. A1„minum sto rfron[ dc.�► wit'- / /2 3. Grading: Grade areas designated to elevations indicated . 2-1 2" stiles , bot ail 3-3/4" and 2 /2'' a - w - 4. 'Excavating: Excavate for footings, piers , slabs, paving, and other improve- top rail 2-5!8". Hardware : Deadlock with -ylirrder both sides , push `� - - ____ z• -� - -` - �./ I ¢ dc�v�� / �I meats to sizes and levels shown or required. bars both aides thresho � I ------ �" _ -- II i a! ewer q Allow for fors clearance • ld ar.J closer , r� •�li ,;y �• � C. All aluminum to be dark bronze finish . I r I� and for proper compaction of required backfilling material . All footings I ,rn� xI /,L X �I(p e- C.-O . to gess an firs, natural , undisturl;ed soil free of organic material or D. Az . •diel Kavnee- , c,• swipe �ved ec+�,al . �.. _�"��- `-'- -•------- - _-____ I yl .._ 4�X ,"X 1/4° WELD �. . `-li�Zr = 'Z _ i1r t on engineered fill . All soft , tet , or soil of unusual condition shall W�Q- I/� � X I�' A;�•jGNp�i ---- be exca,rated to fires, natural , undistelrbed soil . .ill organic material 4 . Glass . � e- shall be removed from building and paved arras . A. All glass tr conform to 1979 Uniform Building Code Chapter SQA through (r.�p,x. 6L.0" Splyr;1��� - -- ;��- ' 5. Backfilling: 54E . I ' �� • c; B. Insulated glazing assembly: 3/16" float glass on outside and in> >de c,1p� 1/4",c �%�"x22 �x ','4? - I M A. Backfill Materials: Selected natural fill material fess on-site excava- with assembly equal to 718" Lhirl:-ness per PPG Industries . Changes Pr�(I, F{-. l',c 7 4" x22_" tion or off-site borrow, shall consist of the following or a '. lend • I thereof . (well graded granular pit run, or bank-run sand , and/or i two 3/16" "Tempered" glass panes in storefront door and adjacent 2_ "1/4"� M, 610L-TS J ` 1 windows. gravel : small cobbles up to 1-1/2 inches in maximum site with not �; sore than tet, percent (101) of fines pasting through a No. 200 s five; --t---- SUSPENDED CEIIINGS % ' or approved nn-site excavation saterials) . Under slab granules fill shall be of 3/4" crushed rock, free of organic material . GTanular fill bare under footings, in locations as designated on foundation 1 Furnitic lay-in panels 24" t 48" s 5./8" with flame spread racing of 25. _ /� I I • ' M plan, shall be 1-1!2"' minus installed in 6" lifts compacted with hand Furnirdi in matte white f inirh. 1.. � � , I � O I � � - egestas Compaction method. 2• Suspended grid: (cold sal! steel ) i"I �� I �J N y P �U L K11�a -_ --_---� --�- B. Compaction: Areas beneath floor slaba shall be compacted to a dry A. Main tees 1 -1/2' deep with 5/16" exposed flange rolled cap and integre! �� 7 .AL-L 1/2 ' = 1L-O" 7 ���'L_�-: ! "� I'-p" (♦ 1 N density of 92 percent of the maximum dry density. As determined by reversible splice at ends. O • e ,,� modified MSHTO method of cosoaction design T180. B. Cross tees with double web design, 1-1/2" deep and with rectangular Backfill Lifts: Place layers in saxisum 8" thick lifts. bulb with Mab extended to fors positive interlock. 6. Paving: Comply with "Asphalt Paving Institute of Oregon" recommended C. Mall ssouldingt 1-1/2" deep angle with 1" exposed fair , fasten with I I x x•j%I/o G design and construction, procedures, latest edition. Provide paving for ecreMs at 32'" on center. ° 'I " l all areas specified. D. Exposed finish of lac sheen white satin baked enamel . L S - 'I °J � „ , �, , � �oL, b I M.rro X /4 _--- G•ol,U M 7. Pavement Marking: Apply 4" wide parking an-! direction linea where shown . E. Cross r -nner span 4E•' on center maximum and with intermediate wire 4 X� x �� ��� �/ 4 /41' % 121' '' I ,- , �J j / '� A.I�OLfrwb - I ajOLA-rl�rl J01�7_ 24 Clr�2"G0s.,16 , 1 LT'-I, "_' Use Rodda Paint Co. No. 671 , white. support . Wire: ➢2 gauge galvanized at 4'-0" on center each way . W% Z- f2"� xIP�'lpyJ Id• D D L U �.______ - �' F. Provide one wire support to tee grid at each corner of each light py,t -p' S It.f 1 p r /� -E'I���l.�C7 r DLA T FP:"r - CONCRGiE CM B al I I �sILL Px�TE• G!L. Iia --.-._ fixture. I 51.-.A.�j E Ie. TSD I err 12 l vl l y I�l gv l_ G. Secure wires to roof purlins with 3/16" diameter eye screws with 5'/2" GOt-�G• _ ^I l 1 . Codes and Standards : All concrete w.-)rk to comply with ACI 318 "Building 1-]/4" at�.nimam penetration . e _•�.�.r�. .=s2=.� .A. 0 2 T. _ >-a- Code Requirements for Reinforced Concrete : ACI 306 "Recnmsen,ie=d Practice , � 4" ��G• .y�o.� _..� I � LLJ - " 4 - for Cold Weather Concreting: and ACI 305 "Recommended Practice for Hot TOILET ROOM ROTES I �O)•I ' }121�K e��ot>� - „_ . Weather Concreting-" - 2. Notification: Notify Engineer forty-eight (48) hours prior to beginning 1 . Floors: Sheet vinyl with a 6" rubber base. Jk �'�"• -- �••� -` any pour . 2. Walls: Two coats , semi-gloss enamel paint over water resistant gypsum r lea {�' j 3. Concrete strengths : I� board or C.M.D. as indicated. 1� � Q A. Footings and foundations: f' -2500 psi at 28 days , with saximum slump 4". 3. Doors : Hollow core flush wood with one coat stain. Two coats sealant . 14 I ( I _ �l �, ° II B. Tilt-upwalls and Floor slabs f' - pdays, V , ; i, _.. 3000 si at 28 with maximum 4 . Water closet compartment for use by handicapped: (one per restroom) . ' slump: 4". c A Water closet stool shall be located in a clear space of not les,; than '�`�-� I"_ � -O� , 'I _ • \+ j 4. Cement : Standard brand of Portland resent per ASTM C-350, Types 1 or 4?." in width and have a clear apace in front of the ester closet stool AGE teOV�s� PLAfJ ,} \a+ Ii at Contractor's option. Use only one manufacturers standard brand , at not less than 48" . Hater closet stool height to be 18" to 14" type, and grind throughout all work of a particular, type. above finish floor �Y2■ 5. Water: Clean, potable, fresh, and free from injurious asounts of oils d Grab bare to be securely atrachrA at 32" to 34" above finish floor . + " l/ " I I' v • ` / � I O -- acids , alkalis, organic materials, or other harmful substances . Grab bar outside digs ter to be 1- 1 !A'" to 1- 112" and installed with C7 F. rb �... • ,r � . �. •` ULA EIra!HT 6 Admixtures: (agents shall Doth be °�am the same ■anufactu:er) . 1-1/2" cleat spas between grab bar and adjarent surface . �pE�l�r51 - '� SC.�•LEr I/2' A. Air entraining agent : Per ASTM C-260 S Oatlrlaraj : w • B. Pater-•educing agent : Per ASTM C-494, Type A, containing no calcium A. 19srt•Pt for the ptoject ►on of bowls and waste piping, a clear unobstructed I . • chloride or other acceleratingor retarding agent . --__ _ ._ R $ spate al 26" nide , X7" high, and 12" deed shall be Provided under r �--- �_--_.=-� "- �"-- .'--- - - ' � 7• Aggregate: In accordar.ce -with ASTM C-33, maximum size 1-1/2" and including at leant one lavatory. a • -- G • sand, but in no case larger than 1/5 of the narrowest dimensions between B Where mirrors are provides, at least one shall be installed so that sides of the forms of the member for which the concrete is to be used �/Q the bottom of the mirror is Within 69 of the iinit,hc•r! flc►or . �pp - nor larger than 3/4 of the ainimum clear spacing between reinforcing bars. C. where towel and 4isposal fixtures ere pr.)v,ded , at lwast one shall W/ I/2110 )c (0 B. Reinforcements: All bars fur reinforcement shalt be deformed , intermediate be within 60" of finish floor . grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing Hors," ASTM A-615, Grade (c,0 (minimum 60,000 psi . yield strength) , MECHANICAL (H Separate Permit ) _ _ _.__-_.___.. .. YteS Dad lbflrru� it bye• grade 40. Minim,-= barlaps at splices per � P _ �-^-� _ -_---_-- -- _.: _-_ . .__ _ ACI Code Chapter 7. P 1 1 . General : METALS 1 a A. Make ir•sca tr ou n. ,c.l rtemR in complete accordsnc • with all codes or regulations se, fort!, by state and local authorities. w. . .. _______ __-__. .____ ._..__.�` 1 . General : All r tructural steel shall be detailed, fabricated, and erected B. HVAC contractor shall Submit rawings showing unit heater locations, I 1 1 ,� .f.� N -A 10i1 'Zil 41 in accordance -eith RISC manual , latest edition. etc . plus fixture marufacturers and catalog numbers and cuts. Sub- ?7x lO A - Wd -� -`- ` - T 2. Structural and Miscellaneous Steel : mittals shall be apl-co,�ed by Engineer prior, to start of work. rc,„1 L}• -O O•G. N(P+X• -- --- - - T • . - - 12x' p�'A` 6"r x�''' G-UIQ to A. All steel plates , flat bare, straps , and structural sections shall -- be ASTM 4-36 unless noted, 2 . Plumbing: , Z 4 t�T - B. All tube columns. �►. ACJI C. All bolts ASTM A-307, A. Codes : Make installation of all items in complete accordance with D. All steel to have one shop coat or to be galvanized if noted . codes and regulations set forth by state and local authorities. ` W/ 2 ����f/lz ML #� YmL ?I L_ _ `� �'� S`/p•,`e`' g B. Submittals: The plumbing contractor shall submit drawing showing 1 " MW/ 'r4- tom 4.5'E. All steel embedded in gravel , -ock , and/or earth to be coated with P g g 8 ��/Z ��- f-• r- I�{✓p A�L /,'� -, `` p piping locations , sizAs , and arrangments plus fixtures man•rfacturers ■ n asphalt .. f�• x 10 A�• p'jOL'j�j li � F. All welds E70XX per AWS Standards by certified welders 1/4" fillet and catalog numbers . Submittals shall be approved by Engineer bef-ere ( I II ; , +; #?� TI `S`. 12 GZG• weld typical unless starting work. I I I'_ II yp ass otherwlee noted . I I / � I ca CARPENTRY ELECTRICAL (B 5e "rate Permit) ' _ z __� __ II 3 AI O uf-z , n r 1 . General : ilectrirel Contractor shall submit drawings shuwin; electrical 4 V 12 �'G' � •W, S ,, w ,l g _ 7 GALS' I/2 I C'+ 1 . Ge a al -- - 0 A. All nails to be "coeom•:n" or galvanized box nails . No bright Dox nails wiring diagram, service panel , lighting layout , and catalog cult of rill �� �� `I '-- allowed . Nailing to be in eccordanc-e wish Table 25-P 1976 edition fixtures for Engineer ' s approval prior to start of work . �is,.e installat iron - c. � EX Arlt' O � 7 Uniform Building Code . of all item4 in ccmtplete accordance with all codes or regulations set �L d r ��� �r� OP I1�6 I 7 `, ,�,L I�Q"_Ilio~ forth by State and Loral a�,that it isle , I/6''Q7 1"00 L Eta p I(J-r- L}- �" O G WAS{ H. All woad in permanent cuneate with con rete to be pressure treated S � * �AGr-} F�eLE with a water-borne preservative in ac•rordance with "Standard Spec i- ICS t )LL +4e_iC-�N'f' til'R 1 NK1.h.Rl+ fetation for Press,,re Treatment of T►m►:er ProA„cts ," ASTM dersrgnetrun D176r) 0101• "f I � �,j ' I� I�sjt>L-Ac'T'IG'� � 2X(p �1" i�a•T� -- - - -- -.__-•' �---- _= Q C "X" brace r I I •O1st0 at sax lm Its 8' -0" on center / I f� 1 ' •._- --- � y -_ _ D. S rl id block "11 joists over all s ,pewee + 1 . Building fully sprinklered in accordance with NFPA 13. 100 poteent "Z �• �?''�G '��c ,�G4 4P> Qc EW• • n Fire block all stud walls at 81 -0'' on cr -crr en � � . , sprinklertng to be maintained. SII ��NG ��� ---I �- c::�� .,. ��� o I � 0` /2" x I >3 L''Ow�L� 2 . L. S r Grades s I y"� , �r 4 2 4-"O.G C•(t2EA5 E P� �'��+1 �t:I e-U L A.,�t. A . S-�rds , standard or better . _ _ B. Plates , ->I',icking, brid in 1 8 g , and 1 edge r•, t •: hes D,.,,,g 1 a. { r r 111 E,..�X ('7.r�(� f-jr_ lid' �I � I - • _... ___...... J ----. - r ' ,�. i r. Healers, lolsts , to be Dougla3 Fir #1 or Dooglas Fir N7 as noted on I '�'I' ��e'_•1It� I ' ``� I a drawings . 1 1? c 2 '.•--� !�1�"1'" �J-r- D. G 1 u-1 eel i n a t e d beams ! - f I ,w" T E�.'re _ ..., - �l' I/yam y'h r< I ( 'c,v.,"EL l 1 . f �?4 0 psi • • � --""•-+� ` • E ,r•, 0 .. � h�Ct " ,� �,•['-" O•G. �14.EI�f�!'a �_x�L.Es• I"sl,`�„ 1�. f -450 psi � `t - _ - . • (10 _ ac-g. g �?, I Or�E+ ��C7 ,■� f v=16 5 - ' - a 2 . Camber : See Framing plan , _� W { 3. Exterior g1 ,le . ( f`I1�I��►1 Lei > `�. Li. ;� aha©�, -- r-�-I y(''ae.IFo . �. 4. Industrial appearance grade . ptrA�E �' IN tr�, I� l ,j � �_- - � - _- ' 'I , s. Plywood Sheathing rl A. B. Roof Sheathing: 5/6" i GpLJ•T- I�00 r= _-._•� plywood CD interior APA 32-lh with exterior I glue. Fluor sne•athing : N4 P{ WC704 Gp I _ __._-.____-__ _- C. Roof Mailing: See Framing Plan. D. Wall Sheathing 112" plyw-ld CD interior APA 32-16 with exterior glue , ` � � � � � `� 4 . Floor Joists (trusses)r� wteaof• : }�' I A� G �� A- I ) � - 16 I 1.r C.� �f"'� l.._ I I I 1n/A l�l._. F4, �.�L- '►� I C� �' I �.� -�-A. JOlAt Manufar_turer to submit shoI r I J p drawings and calcul et lanes to Building Department and Frigineer for approval pri,,r t�,, faf,r r slit ion. All `�hv r�rawlnc� 7 _' SC1.L. 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S �n1lnn!u11lun!Iu11u1IInulnulull�ul!IIulIIn111111Ii11111IIi111111111lI11�I�IIIIIII11111,1IIlUII.IIIIIIIIIIIJI111111millulillAlIIII1►id111>'ll1411111NIiInIIIIIl ll IIIJ11uIIIIIIIulhlll�llllliltl�lUlilllllWu1111I1Ww1W1li�W!]W>11111IW1�1111I11!IIIIIIIIWIIIii MAY 18 11990 0 .a I i 41' �0'- 5' 4N IO'- S!4" I ' -5',Q� ICS'-�j'/4'' Ic�'-����i Ick'- F . •- - � -5i�1 i,�,.° eF I � �Iit/r10� 14 I I r y. I n V 1 _ LIJ u G� tam en,15. ova: C4-4 DL "PA I i D I t, � I I I 1 � (�l� �I � l... LL EA e7 -�, �► . I f -- O•G• '�G O rz 2 U I__VII.Fu W/ bd Z/� ILS �X (o o G•r_E17;�1� - � � 9L � I 12"O•c Fi�LD 5 co Z I I e Ja f3 F -T � �- � 172" h� (� Gf l� �' L G.,i�i�,l �, �'-- --_ _. -r -_—__ � - •--�---- ----- - ---- .-��-_ uTT&-f- v L.0-A s vecT7aq�i- TT f- soma - 011 I G TTS f� c cn I m rn �o o L k .. Ila � O 4' RIl1./.M tt♦t iUN[N..YPIN11N4 LG YUN�1_IINU p ! K. ,...,..:,....r-i.....�-:..i_ �w.X.+•w._r-._.•xwyrY�1._.nRv-'..:.«.. 1 �'.1 _ .__._..�.. . l_I,r•'.W } ' ..� � � ,, .. 111111/{III�Illlll��,�tl Ill j'I11'11I1111l11'1111111{1�11'�1I'111'11{II'111'�'Illl�llllllll'llllllll(IIIII�Ilillllllllllllll�lllllll{IIIIIIIIIII�III{III�111{�I11111{Illll,lllllllllllllltll . � _ _ _ NOTE: IF THIS MICROFILMED ► 1 2---- 5 6 r 9 — I Q - I f 12 DRAWING IS LESS CLEAR THAN ---•� THIS NOTICE, IT IS DUE 10 THE QUALITY OF THE ORIGINAL DRAWING. AE 62 92 LZ 92 92 02 EZ -22 IZ 02 61 BI LI 91 SI bl EI ZI II 01 6 B L 9 S b E ��Illunl111111111111►1{IIII�IIIIIIIIIIIIIFIIIullullnnllnlllu11u111n1,11111{II11lIIIIiIIIIIIIII�IJllllfllllllf111lI{IIIIIIIIlI1111IIIIlILIlIIlttllllltllll!InulmllulllIIH11I duII111u lluhu�luflll�Ilu wluuliufl��l�►.ul�luln�lllwlull 24MAY - 1 ) 40 1 M_JtiE PROTECTION -- - � 1 . Ro f i ng: ( G X►�O�E r F[� :t6iE� t?'A.k- P Roti tarp. - 11 GE L REQUIREMENTS A. ('lass "B" built-up fire retardant roof. Owens/Corning Fiberglas � 1 0115 WMD System or approved equal , W/25# base sheet . I cU'/v o ►�T' Wld'11-F Z ; „ Z .�'' 1 . The work under this contract project is to include all labor , materials , 1 One ply fiberglas combination sheet . C�bvJ61-47 �^ �• , I transportation , equipment , superintendence, and services necessary for 2 • One ply fibergla" perms ply No. 6. P� rrr- `�, asonabl incidental to the com let ion of all construction work in 3• Fiberglas Perma cep. and r,z y P connect ion with the drawings and spec ificat i ms 4. 55 lbs , asphalt . Coordrnat ;on 2 . Insuration; A. Che Contractor shall verify and confirm all dimensions and conditions A. All insulation to be U. S. Gypsum or Owens/Cornino Fiberglas bat : ins.,ia- -" --- -- - - shown or implied on the d• swings and specifications as well as the tions . Flame spread rating of 25 or less anJ smoke density not to physical conditions of the site . Notify Engineer of discrepancies exceed 450. Y�/a L. R:,# r'I VFr a 't`1 r^ PIE�.t r) L,E;,fj�, r- F►L L Joir.J'P prior to start of work. B. Walls R-- 19. C 04 oveEE.NF_la•T - -'J e _ r5- �.O►��� YtL7-'._' r' �'atif= i� B. Contractor shell coordinate the trbork of all subcontractors to prevent C. Carling k-12 . Ceiling Office R-30. + r� K �� ��E�+A2 •era I�C,�� �+, II► t��9 �OfF�� dupli .:anon of effort and to inbare proper sequence of operations. DOORS, WINDOWS,- AND GLASS �� . e �I/rj fT� 2 # ¢ _'r`,E rg • I 4 �Q 3. Applicable Codes : All materials and workmanship shall conf,-)rm to the - . ___ _ T I Uniform Building Code, applicable State and Federal safety orriYrs . lO f Y� - � I � � k 1 �� � �_ i � 4.� G•�, _ + I , ✓ ,_- ,-�`� `� I� All references to codes, specifi;ations, and standards shall mean, and I . Doors and Fi amees -r , I -� 1, J Ol�syefl 4 -1 are intended to be , the laces[ edition, amendment and oA. aeelans for sizes and types . P r revision of such reference standard in effect . P Yp raft or approved equal non- Metal doors and frames shall be Steel -;' anal full flush t r or approved ey ,al , pairs to have 20 au e steel skins and frames hell be 18 a, e g g :L-' ;L'K,I►-�;a .li �� SITE WORK g g steel wit?. mitered corner .. t' 2. Windows at walls : Viking series 1600 or approved , med , bronze anodized i- -- --- ---- I . Allowable soil bearing pressure: 1500 pef. insulated. . _ 3. Aluminum Door and Windows : '1 s 2 . Stripping Remove all dehris, routs, and organic material shown tc: receive paving. and new building . Disp.,se of cleared and demolisi--ed maretiAl b A. Aluminum window frame 1 -3/4" x 4" ---- - -' y pr.,filf s for use with insulated T iy remov ng frote bite. glazing assembly. 3. Grading: Gr:de areas designateC to elevations indicated . B. Alups,in ,m a:tore fron[ door with 2-1i2" stiles , bottom rail 3-3/4" ar ' _ i; 4 . F,xcavating : Excavate for font in i lees slabs , avis top rail 2-5. 9". Hardware . Deadlock with cylinder both RidesV4 �Z �C�1NI✓`" 171 footingi , P , p g , and other improve- 1 Y push bars beth sides , thresh •id and closer , r menta to sizes and levels shown or required . Allow for forte clearance - / C. All al ,imin+lm to be dark bronze finish . i, / II P, and ;cr L�r ,p,�r c.ampacti.,n of required becl•filling materiel . All footings i 2''xI' " ,c �7i+(p" L ��pt,.�T-, �_� ( •. -, - S,.•+Rit.jK _.,�r¢c�_+" to bear .;n firm, natural , undisturbed soil free of organic material or D. Ar, a� , 3 , Kawneer , or anpr )ved equal . I 1 � 011 ,°ngineered fill . '.11 soft , wet , or soil of unusual condition shall ; . _. c •/f 4. G 1.;, W'/ 2 /�:. >< I Ar¢S excavated Co firs, natural , undisturbed soil . All organic material I ,I ---�- - shall be removed from building and paved areas , A. A; i glass to conform to 1979 Uniform Building Code Chapter 54A through _--_ _ ___ - _ �J I • I l 5. Backfilling 54f . A. Backfill Materials: Selected natural fill material frown on-site excava- B. Insulated glazing assembly: 3/16" float glass on outside and inside • �;�� ��•, 1/4!'.x 4!1 x22,'' rpxFjxi1¢' tion or off-site borrow, shall consist of the fallowing o;r a :. lend with assembly equal to 7(8" thickness; per PPC Industries . Changs, ��Gf "K 71j�4, x ,L� - �vL,Ur1,J thereof: (well-graded granular pit run, or bank-run send , indoor to two 3/ i6" "Tempered" glass panes in storefront door an adjacent -• „� M �-,rte � gt �vel : small cobbles up to 1-1 /2 inches in maxisturo size with not windows ' �1 w more than [en percent (IOi) of fines paaring through s No. 200 sieve ;or approved on-site excavation materials) . Under slat granular fill SUSPENDED CE IIINGS shall be of 3/4" crushed rock, free of organic materiel . Granular ', ~% L-P_ �"a• � '_��' �../ fill base under. footings, in locations as designated on foundatrocr 1 . Acoustic lay-in panels 24" x 48" x 5/8" with flame spread rating of 25. � plan , shall be 1-1 /2" minus installed in 6" lifts compacted with hand Furnish in matte white finish . GAVLI� - _-_-_ t:� �� / ✓ r �vibr,rtory compaction method . 2 . Suspended grid: (cold roll steel ) 11 Ml N N IO / II N B. Compact ion: Areas beneath floor slabs shall be compacted to a dry A. Main tees 1-P/2" deep with 5/16" exposed flange rolled cap and integral f"' _ -` -� I/2 "_ I L-O° c���� density of 92 percent of the maximum dry density. As detei-mined by reversible splice at endo . c • modified AASHTO method of compaction design T180. B. Cross tees with d ,uble web design, 1-1/2" deep and with rectangular Ba,'tfill Lifts : Place layers in maximum 8" thick lifts . b,ilb with web extended to form positive interlock. r_ 6 . Paving : Comply with "Asphalt Paving Institute of Oregon" reccmtrnended C. Mall mouldings : 1-1/2" deep angle with I" exposed face , fasten with ' design and construction procedures , latest edition. Provide paving for screws at 32" on center . ,3 ����" G all areas specified . D. E'xp,,sed finish of low sheen white satin baked enam!1 . ?, �L aGOL• r'I�•*'ro ��4 + Lt)I, r I " 7 . Pavement Marking Apply 4" wide perking and dire. rion lines where sh ,wn E. Crass runner span 48" on center maxi-,.um and with intermediate wire 4p��pnx /� � V � yr/ 4-eJ/ " xIZ'' / 4 ,�. ►�oL-r5 .1oI�lT 24'0 Use Rodda Point Cn. No . 611 , white . supnnrt . Wier : 12 seise galvanized at 4' -0" on center each way. W/ 2- I�^�." ,clt°j' �GNolt� r Df2 b l v.w1 p+,1 p 17 LOci tJv��/ F. Provide one wire support to tee rid at ea h corner of ea, h 1i ht __� (� r �O'' 12-lr•I��Or2G�p T PA��L- - ------------- {�- 4 F a g • A.><. -© ar✓I SL.-�.p; -- FILL AGTEI2 SOL. IS CON':_R :7F fixture . CM t3' r-�I' ��1� I G. Secure wires to roof purlins with 3/16" diameter eye screws with �a'/2'' GO►�G• '�"I�.T'u� _ - -- I � _ E rr,ek:, tai' 'Imo" r. •- y J l� �� 1 . Codes and Standards : All concrete w}rk. to comply with ACI 318 "Building 1-1 /4" minim-,m penetra' ion . 7„1.L _ . .> __•, ,, , ._. 1� 27C¢ I� r _ I I� W I Code >OSSOM ,,o Requirements for Reinforced Concrete : ACI 3�6 "Recumwen�'ed Practice I ^ I L� for Cold Weather Concreting. an'i ACI 305 "Recce ,dad Practice for Hot TOILET R�>nM NOTES �, _ Z Q' �Qr•1G15;, I Weather Concreting." �9 F - I 2 . Notification: Notify Engineer forty-eight (48) hours prior to beginning I . Floor a : Sheet vinyl with a 6 rubber base . L.'�.. any pour . 2. Walls : Two coats, semi-gloss„enamel paint over water resistant gypeum -` UJ \) W e 'r 3. Concrete stren6[Fs : board or C.M.C,. as indicated . TYr A. Footing, and foundations : f' 2500 psi at 28 days , with maximum slump: 4". 3. Doors : Ro11<w core flush wood with one coat stain. Tw: coats ePr+ . ,tnt . Q) B. Tilt-up walls and Floor slabs f' -300(1 psi at 28 days, with maxim.* 4 Yater closet cospartment for use by hand ,, apped (one per restr.'• •m) . -+-- I (I'll ' f+:�ti >`? �4 " ter '•-1'?Cs l� sl+�p : 4". c A Yater closet stool shall be located in a clear space of r.-,c less than 7 A • \\� 4 . Cement : Standard brand of Portland cement per ASTM C-150, Types I or 42" rr. width and have a c lean apac a to front of the wxr e,r c l )sc•t stool :' II at Contractor's option. Use only one manufacturers standard bland , at nit Its« than 40 Mater cl„•et etc�ol height to tie 18" to 19" _- --_ - • type, and grind throughout all work of a articular t I I�2" p YPe • a�� yr t .r„•h t �wr . II 5 . Water: Clean, potable, fresh, and free from injurious amounts of oils M Gr al, bar « to hr •cr. .rtrly attat hrt at 32" to 3[p'' above finish floor . + u I +� �OI 1 � I �-��� * I • ) Q V+ �7 x2 2 n Iitl L x , L 'Vrv] acids , alkalis , organic materials , or other harmful s+,t;s[ances . Gr •h bar out a ,dr drastrtrr to be 1 - 1 /4" to 1-1/2" and int,talled with � R '� • • %�M� I e �VLL }��I, hT lJF V I t- 6. Admixtures: (agents shall bath be from the same manufacturer) 1 III" cleat spate between grab bar and adjacent surface . �f'tG�1,J� _ __ .' �GALts.• I , ` !�-�" t-' A. Air entraining agent . Per ASTM C-260 '1 Grnrr «IS. Water reducing agent : Per ASTM C-494, Type A, containing no celcium A Ex s-pt f-r the pr,, Ir.ctton r,f howls and waste piping a clear unobstructed r- • • yj �� �l'�.rl �P.G� 2 chloride or other accelerating or retarding agent .. „ ,r a - _ t�_ _____ �1_:�___, - __- L_ ._ _ # r•__i g 8 g spas r of 26 wide , 27 high , rind 12 deep •hell be provtded under ----- -- -; _ • • ' Aggregate : In accordance with ASTM C-33, maximum size 1-1 /2" and including at least one lavatory. _ • sand , but in no case larger than 1/5 of the narrowest dimensions between B. '�Mt,�re mirrors are provided, at least one shall be installed so that 1 sides of the forma of the member for which the castrate is to be used , th'• bottom of the mirror is within 49" of the finished floor . .�Na•M�-�e - --' nor larger than 3/4 of the minimum clear spacing between reinforc;-ng bars . C. W1 •re towel and disposal fixtures are. provided , at least one shall W/ '/2" 0 X (" �'I'uD 8. Reinforcrnicnts: Ail bars for reinforcement shall be deformed , intermediate b within 40" of finish floor . AIJ�N�� 24�p�, --�- <�-ANT A`� E ','1R�C'' >�• grade steel conformingwith "S c. : p - ficetions for Billet-Steel Concrete I � Reinforclnh Bars ," ASTM A-615, Grade f,0 (minimum bn„000 psi . yield strength) , - - res -.^J 51'+r u to MECHA•�II:AL (8 SPpararr _?ermit ) P. r 1� t�r>>l,dt 40. Minimrm t,arlaps sL sol ices per _ _ ( �' ��� i ��� 2- 1 .P.CI Code Chapter 7. '\General - METALS A. *fake installation of all items in complete accordance with all codes77 SGALE' I'= I'--G7' �,o.lE - I'"O" _•- --- - - �I � _ �'::.aL.E• I"= �'-��' - or regulations tet forth by state and local authorities. - ' -- « .r- , B. HVAC contractor shell submit drawings showing unit heater locations., " 'Zx 1 . General : All v'truc[urs:l inial 9ha11 be detailed , fabricated , and erP�. trd r„' Al1�7� L- - - ; •�" in accordance ►with AiFr. car. AI latest edition, etc . plus fixtu•e manufacturers and catalog numbers and cuts. Sub- �lt � ,?� r..,s1"� W/ mid C� 7( ' � " ? . Strutt al and MIsc•elI&ner)us Steel mittals shall be approved by Engineer prior to start of work. LF '-Q' O,G, Mai( ._ . �_. �,,.� �' T- t^,,,►„-�. o .t �� )FL ta- STMA . All plates , flat hare , strops , and structural sections shell _ 144 be ASTM A-36 unease n •trd . g� 2 . P limb i n B. A 1 1 tube c o l,ns n'; . A �,r�a 2 g}, C. All belts ASTM A- "a07 , A. Codes : Make installation of all items in complete accordance with IgIJ2 xt�. �C %L}" �aIt7E t! I" �j �r / ' j� �" s .,, a n _ * D. All steel to have one ah,-,p coat or to be codes and regulations set forth by state and local authorities . I - µ/ (o,'L- 7j4 s galvanized if n ted . Ifj'/2+' K c�+�x I c'.r P�F<a ri !L -' l I � A1� '/'�'j _ �•� F. . All at vel embrlded to gravel , rock, and/'ir earth to be coated with L. Submittals : The plum'+ing contractor shell submit drawing showing asphalt . piping locations , siz?s , and arrangm,-nts plus fixtures man,'facturera " x 1�u J I t. cr and catalog numbers . Submittals shall be appr,�ved by EnginKer bpf•�rz �-- I4 } II F. All welds al un per AWS ,. andarot by certified welders 174 fillet 1 � 1 � ) -d ' weld typical unless othrrwisr' noted. starting work . _ I CARPENTRY ELECTRICAL (By Separate Permit-) I b ✓�^ l (� � �---T`(�'''.-�'.L p.rl F•L. ��r.J r' I � 1 �.1. � I-' r''\I � � ��-,��' � � ,��� C� a I pp a 1 . General 1 . General : Electrical ContrAct„r shall s-,`lm,t dra,dinKs showin •, electrI.-nl 4 �% �'��cJ t% �'�• ' I -- _ I A. All nails to be "cciaan,�n" or galvanized bo wiring diagram, service panel , lighting layout , and catalog (tits of ell I - '-- - -- !K x nails . No bright box nails ,t -#. � r, / -7 �� aIIo-wed . Nailing to be in accordance with Table 25-P 1976 edition fixtures for Engineer s approval prior I - start of work. f�a. e in:ctallati •n � � �X � � / �+ Uni :orm Building Code . of all items in complete accordance with all codes or regul, t ions set 2 ,g r; � �' ��.'Y OP I""! 7 1�,�p-• : I ��M I jpj' TC70LEt� .Ja.►,►-r'--. k ,C}, y �o 0.,:, R Al 1 wood in permanent contact with concrete to be press ,re treated forth by Stair and Incise author it les . EA,�'I<?E 't �' �' t✓Ar p•1 FratGM with a water-borne preservative in accordance with "Standard Speci- I n I l t - 714. �NT - ----- 1 ---41, . Q fication for Pressure Treatment of Timher Products," ASTM designation D1760 SPRINKLERS - C "X" brace all +Dista at max im 'm t3 ' -0" on center . -- .___ ._..� � 'F7-- I� i•t•1�vL-A.TI ' '�1 I �--2X �? P�' �l�Tls .�-`'- -_. ___-_ __ - • -__.-� -- ,, Q K r r nA l t-rrd in accordance with NF'PA 1 3. 100 portent I I r D. 5��1 id block all folate ��er e? 1 a �pp�,rts . 1 . building fully 1, 1 � I Ci�,g ' F . Fire hl •ck ell gt ,, ' wl: is er H ' -0" on conte- each wary sprinklering to bir maintained. _--- 2.,c(i 5 VG'S � '6c''aG. '' Lur,`)er Grades :�'` _ - x I >�j" !'G wt,.LS (.I�?�'E; r"r�1P•2 El. t�+ ,T A. Studs , standard or better . � '-" � '�'-- -'�, ., u ' r, B. Plates , Mocking, bridging , and le�ger,s to be Dcr,glas Fir #2 . O ,:4 0.� C�IAstes 1 ;r'�'e.r"F�C�IG+_)L4.� C. Headers, .foists, to be Douglas Fir to or Douglas Fir #2 as noted on drswings 7 .12 �I �-� � 00 D. GIu-laminated beams . _ I t �' ' �^ - r=-L'R _. _ ---- f 4 1 . b 00 p s r a✓ _ . • � � :.> H c�r -_.- . I .. c..�' C' G ���E � �c.,!••+.l_F.s• � „'«I-G� fc-165 0) If -450 psi �' _ _� ._` �_ • • - a- ire,\\ N I� l� �\Ii '? /�t�C� �iP�r' e�1 2 . Camber : See Framing plan . a 'l. Exterior tx1+,e , w/ 'R �� 4 . industrial g Z, 4 . w FIfJI�TN c . d ".i ',� l3fI"' - ,A -'�-! y + 4 a O�. ra �s•r-rz..I r? atrial appearance rade IL.�GE �- rJ �p�' II ( I i 3 . Plyvo,-+d Sheathing •, - - - A B. Roof Sheathic�g ' 5/8" plywood 'CD interior APA 32- 16 with rxteri',r _-_-'--i- glue . Floor sheathing - �4 f'w•>,rcx�d c D I C. Roof Nailing: See Fr iming Plar+ . D. Wall Sheathing 1 /2" plywryod CD int Prior ANA .12-16 with exterior glue . � r 4 . Fl,-),)! .Inists (tr+_,sses ) *OC � I W r Icy ' I �..- A�'T �' - � T•�'•I �•--- I I T'1'p I '�.+a l.- Wiltl.._l._. � � A. lois[ Manufacturer [n submit sh p drawing,( and calcul to B.,ildinR IL y --- - - DPhartwEnt and Engineer for appr-,va1 pr 1117 to fahr i at inn, All Sho draw NTS t 1* tae wtarr�p*'' by Fn9ineGr f ECtlStere In circ �tet,t arc, . ..N.M tl,.i(NlAY 1•NINTiNL r.0.,1'ONT1.A Nt` r • ;tlrltl►Itirllrltltlrltlt 11rlr�r�r111rItIt111r11�1fr1111�1111111I111IrIrIllr�rllI1111r11111'Itlt�tlrl111�lltltll�tlilllt�tlt�tl1�11rlrlrlrll r11lr1rlrlrl111 R11I1�tlrlllrlt r111t1tltltlrrr *' t"..� � NOTE: IF THIS MICROFILMED i. - ��_._ I ._? 3 4 5 6 7 8 9 10 � 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TW ORIGINAL DRAWING. -- - - -- - _ 6C 62 92 LZ 9? SZ '*Z EZ _ ZZ 17 OZ 61 - 61 LI 91 SI bl EI ZI 11 01 6 9 L 9 9 b E Z 1"M1"' rrnllnrluniturlrnrinrrintrinnitur�tntlnniunlllulaulnulnullullhll1u111111111nIluUl11111u111n�11fu��11111)1u�ull'�J1111111�1u11ultluultml1n11nullluJull�uul1u11�11;._.,,I1111�W�111�!ll Wl�llll�lll�ll11�1Wllul�ulllilulallllllul111111ulllwllm MAY 1 � 1990 ;C