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',. _ f or 40, ,J t I 1 1 I I I I 1 �• #�� 4 ' ' __L� I � III � 11 � 11 � 11 � 11 � I � II � II � III 1 � 11 � 1 �-IIi L� III �, ll , c�� l•.j � libl � l � llll � l � li� l ' _ l _-l_ ______ __J A • NO CE: I F THIS M IC:ROF I LMED 2 __.._ - ---1 -- DRAWING IS LESS CLEA1: 1HAN THIS NOTICE, IT IS DUE TO THE QUALITY OF Tif ORIr;1NAl ( O Z QZ Z Z Z 1Z Z 6i 1 1 6t i t 1 L £I i -[1 - - I - 5 B L 4 14 1�-T£ I '- il DRAWIN(,. £ Z 13Z LT, 4 I II �I' �"�II f IIi1�1�11lllll I II 11 I II illl�llll III!Illll IIIIIIIII IIII�II!I{illi Il11III11I1111 Iilllllil�llll►1111 I!Il�llli�!►11111! III I IIIIIIIII III1�1III IIIII,II1111111111111111111111,1111,11 It�,l� 11111111111IIIIIII IIIIIIK III I I I III I , II II I IIII111 11111111111111 IIIIIIIII IIIIIIII IIIIIIIII II JUNE 19 9 0 2 � I ••.T.__ u TRU STRUCTURAL NOTES ST RIICTl1kAL NOTES �� y%. -GCI.FLASY{ING �•. PRE55uRE 451DING .J IOHNF 1EN.lh F . - •TkEATED 1x4 BUILDING PAvsR LIVE LOADS CONCRETE TF. -- PRECAST r n n , -- - �[ 'wTCNMAN PLvwaoD " i�.' ' w seALANr FLASHING Roof . . . . . . . . . . . . . 25 Lbs , Per S Pt. iSnw Build Up 1. All concrete for precast concrete units shell he normal weight fl MrL. CLIP An.LD1'o'ac, REGLaT Loading a■ q PORTLAND I Rt.Uh w�Nsn_ B4o'aL. \ x"' ,pE 8 _.=' co1.fC. TILT•L1P WA44- 9 per SF.AO Snow Load Analysis) eggre9Ate concrete with a minimum 28 day laboratorycured compressive .> FIW45KT: e_r=tves 5 cylinder strength of 4000 P . S . I . for all . r,U p ' Wind . . . . . . . . . . . . . U .B.C. Basic 25 Lbs. Per Sq.Ft. TF OF 2. Precast wall panels shall be manufactured by "Pacific Coast . Seismic U.B.C. Za. II 1976 Edition Fabricating Co. " or approved to the dimensions and reinforcing as shown on the Drawings. 710 E C71SGa{1xIN 11E E M Gs, FOUNDATIONS - ♦ S .� ' m Jam-'--- 3. Reinforcing (minimum unless otherwise shown on Plans) --- - - Poundat 1-16,n sizes are based on a total load bearing soil presnuz� of 250o' lts. per sq. ft. a. Reinforcing for walls m ' q 1••••� ff- -I- 6" - !'articel /4 at 12 aorizont al /4 at 12 z D E T 3 V 1_ I, 2. Pom,dation elevations shor.: are to bottom of footings and are basic B" - Vertical 15 at 15 Horizontal 15 at 15 W �' n ,5 SLFaLE 1 2''= I-o" - bid ei,zvations . Q ={Hl:'�7AT, SI v11.Jfo FL._ = - -- 5 J SCALE I L'=1•o" b. Place 2 - IS continuous at bottom, top and discontinuous ends 7 SEs. 5PFc5- c'oFz ve:.rr 3. All footings shall be founded either directly on the undisturbed of all foundations end walls. W N 7 p ( (�� •� /� GOLIMIR FLASHING. t natural soil or the excavation be brouqht up to grade using the 1I• Irl - I � 1 f � l �{� excavated S ma`erial compacted in 9 inch lifts to a dry density of not c: Place 2 '-0" x 2 ' -0' bars at corners and intersections for walls J P) I 1✓IIGL� ( y � - 4" R0R6 CAW less than 95 percent of the maximum AASHO Dry Density for that and foundations equal in site and number to horizontal reinforcing. �\ G material This fill horizontal maximum. terminated et a slope of 1 vertical and 1- / d opening height plusi/9-0"deachlside; pl,.so2 anf4bx V-0"2 diagonal aha be extended for at least 10 feet beyond , _ 1 e 1 2 W V� n 4oul.irag FASHNG up avac NR0 Zx4,.mNT lcD6E1t .. bars at each corner of all openings. LLK -- zx® 0mI-�sK' PAS, •~ 6�1. 31MP5aw HUZ& _ . 4. Exterior footings shall be founded with a minimum depth below existing O NAu w�I'aufcNnnaN �� L] 'r ¢ r,,_nLANr 2x4 5TUD5 G AuaHoR or final. grade of 1 ' -6" , o. Place 2 - t5 x opening dimension glue 4 ' -0" each side of all = N A Ila" o'G' IsrSL71G"o.G. openings and 2 - t5 x 1 ' -0' diagonal bare at each corner of all •, 4 � d 1X4 T46 Rfj - -• slab openings greater then 1' -6" in dimension. n1X4' ALL AO�N►IQ 0 T4G t S. No excavation shall be made below an foot.in closer than 1 foot inWROOF'NG rD 1.Av Tfl ' CIAL Y g 4. All welded wire fabric shall cc.nform to ASTMS veOUIG�DE of FLYV/OOD ZcZXIL .. 1 •PhIYAWD . 1-1/2 feet slope. pecifl0etion A-185-70. ZoldIAET AL Scu%KX a. All wire fabrim. shall be su lied end laid Sn flat theato end/ 6. All disturbed soil shall be removed by hand operation from footing pP excavation to neat lines. shall be chaired to proper position in slabs .lr;•. rD. PR• F�MED �.r 7, Bottom of footings shall be stepped from elevation to elevation at 5 . All reinforcing steel shall be detailed, fabricated and placed � Q t iA �a" • r _ . McrAL INsrsr eceeeN 2 ' -0' horizontal o '-0" vertical steps or shall e sloped not o in accordance with ACI Detailing q anual 715-74. Illi h r t 1 1 1 b t n M W gr- P ; exceed 1 vertical to 4 horizontal when approved by the Engineer. FI'�� T D F T a. All reinforrina steel shall be accurately and securely placed. /fl !{ Z I - S' •• V E I• CONCRETE -- CAST-IN-PLACE M, IL J�I "J _"X•AL.E._.I�t" el'-O" rj 9r-�1-E, _I'/Zm? 1� - - b. Reinforcing shall not be bent or displaced for the conve,.i.encr j4. . __.5 UPPE'F':; .. .. ._... ._ . . : A . 1. All concrete shall develop a minimum 28 day laboratory cured comp resaive of other trades unless approved by the Structural Engineer. a 1 � - cylinder strength of 2500 P.S. I . for foundations and interior slabs Q Q Jl .jg S rN LACK rI�•'r'� --_.__... � _ -" pn q ed 3000 P S Z for other croncrete posed to elements C. aroundopeningswith 1 in 30 splay n -- . z . - 6raE SPaeg, -r e, .. . ex Splay reinforcing steel ■ la unless otherwise show.- - sze4•eo•+f I.lLlSER - -tF .�yigti ' ,I ' 2. A minimum of 3 concrete test cylinders shall be provided for each A4 STUDS " '- I lU0 cut.ic yards or each concrete strength. Cylinders shall be d. Minimum cover from concrete surfaces to reinforcing steel shall be: js L�Mi O.c. zX4 JoISrS OIG"u.G. - i - �., ta.ted As follows : l at 7 days ; 2 at 28 days. 3" t 1/2" to bottom of footing (LIQ .1+- 1 2" 1 1/4" to earth face of wall //�� y 11� II 61MPSeN HU 1i u -- - 3. Concrete cylinder and testing shall conform with ASTMS Specifications. 1" t 1/4" to inside face of wall FRAMING A14C 40K �•. c1' Pe W 1 i Center slabs on grade Z � �, SuaD1FG PAF•ea: 4, Concrete, forms, mixing, placing and curing &hall conform to AC1 Z 11 �. Manual of Concrete Practice, 1976 edition, and Specifications. e. ',ap all barn a minimum of 36 diameters except as otherwise noted. Q� f. Electrical conduit shall b cep near center W .1 r - - -- __.-_ I , • ' . 5. At areas cf depressions for slabs , provide minimum thickness of a pie ter of slab. All.EX aMNEa _ depth as far adjacent areae unless otherwise shown. Y/ r amc:w/ex anoe.cu E_ T z Y 2 a1 8 _ E 1. DEQ W � 0 v1 5 5 56ALFv : FULL 512A . e9 Q a OI f A NAII.INC AND CONNECTION SCHEDULE STRUCTURAL NOTES STRUCTURAL NOT7•S `- -ExISTING wix;a uNe. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS i _(EXCEPT_ AS NOTED ON DRAWING:,) STRUCTURAL STEEL AND MISCELLANEOUS IRON PLYWOOD SHEATHING r� f - I Connection Common 1. Structural steel shell OlnfO-. to A3TM A-36-70e. 1. All plywood sheathing shall be CD, unless otherwise shown, with - cL �h -I Studs to Plates - End Nail 2-16d exterior glue manufactured in accordance with Product Standard -PSI-74. ATSC Spa t ExIS7tN4 ro CON6. or - Toe Nail 4-10d 2. All fabrication, and identification of structural steel . V -wAw rANav shall conform to I3C Specifications. a. Roof Sheathing: 5/8" Index 32/16 ' Top Plates an.9 Bottom Plates 3. All weldint shall conform to ANS Specifications. 2. Plywood sheathing shall be laid with end joints staggered. wT tuvwo To Nwtw vi'.t°i TRIM - Spike Together 10d at 8' o.c. LN�sBa L a "too - Lap and Intersections 4-10d each side joint a. A11 welders shall be certified under AWS Specifications . 3. Nail as per Schedule and Drawings. I.s slot TUN. z.L'z . a Roof Joists 4. Shear connectors shall conform to ASTM Standard. 4. Lay out plywood to eliminate any width less than 1'-0". { Ir" e,r.. w - to Plates or Beams - Toe Nail 3-10d direct Br'g and Ruse Hanger ' 3. 1+? SNaWfiS S 4 moN000� Blocking to Plate Tuti Nail 2-lOd HSAc/zu-L^a,N5. All members shall be connected with genii-finished machine bolts GENERAL Q e•.TMWa...n - unless shown on Plana. rL GYPSvm W, 1. General Contractor shall verify all dimensions and conditions. Blocking to Joists - Each End 2-10d GLUE-LAMINATED MENDERS _. ._ F_aIsT�NCG WINOCW4 2 . Shop Dra'dings shall be required on reinforcing steel, structural Tn DE. REfwFla Bridging to Joists 2-10d 1. All glue laminated members shall be Douglas Fir 2400 Fb bending stress steel, glue laminated membem, precast concrete members and shall Corner Studs 10d at 12" o..c, grade conforming to U.B.C.. Standard 25-10- re76 end 25-11-76 . reviewed prior to fabrication. Submit 2 prints and 1 ozelid reproducible for approval or corrections. 2. All glue laminated members shall be notched, shaped and finished as /� 1, 4-V'iV 2 x Laminated Bears 10d at 12 T 6 B Staggered per Plans and Specifications and shall bq fabricated with waterproof 3. This structure shall be adequately braced for wind or earthquake JA glues. forces until the roof and wall unite have fossa permanently attached (HEAD 51M) Plywood Sheathing thereto. 5 SCALE 3' • I'•O" 1. Roof Sheathing 5/8" Index 32/16 3. Erection of members shall conform to AITC Specifications. yfl♦I''i'_�, +'li 9'$;' At Edges of each Sheet and 4. All concrete joints shall be rough textured with 2 x keys at center Blocking and Walls 10A at 4 o.c. 4. Camber beams to true lines under 1. 50 timet dead load deflection of walls and slabs. Contractor shall obtain Structural Engineer's At Interior of Sheet LOCI at 8 o.c. except as otherwise shown. review on details of all construction joints prior to construction. wavl�ION• vy ys GYry-,M ec. P j PLTwooD --., At Boundaries of Roof LOCI at 1 o.c. 1.4 sloe Tai N. DAG 1.z's vatT, e recvo lJD'1 5 . Certificates of Inspection /1 from RITC or an independent testing OTHER WOOD CONNECTIONS� EN bTING wNDw' T= laboratory will be required. - onwwN ■Y L.L TOP DOTTOM -- eR 94WA &D -- _ P�'TCS 3 'x•4 5MELVAS Minimum Size and Maximum Spacing FRAMING LUMBSR S MF PD/ '+ILL, Tt1m ONSICKSO NY I eLrxa�NG -C.QT (j 6^Tem-oo1+'• Plates to Concrete Foundation Walls 5/8' 1 x 10" A . Bolt 2 4'-0' o.c. r,arch , g • ZI FF!`M fowl sT0(X-, , } 1. All framing Lumber shall be Douglas Fir or graded to 1975 __ yy'A tYy' TpN, Standard Grading Rules 116 for West Coast Lumber. JOB NO. Lag Bolt Installation: Pre-drill Holes _ BI OITB for Lag threads 1/2" p bolt . 3/8' N holes a. Exterior Wall Studs• OAT■ mak---- 5/8" p bolt • 1/2' p holes Construction . Fb 1050 t A�Sr,Nr• 4 CONE LJT PwD •raH1ATw wAL�. FANt� 3/4" B bolt • 9/16" Q M1Xhole, DETP.ILS LAISTA L L% ah,V - ' , b. Joists , j - I Soap threads of lags immediately prior to inetaliing with wrench only. No. 2 . . . . , . , , . . (Fb e 1 + T o n fV, Connect all beams and joists with Simpson hangers to develop strength of 51 �-ULIUn,r1:� j ;' Imembers.# c. Beams Provide standard plate washers under heads or nub of bolts bearing on wood. No., 1. , , , • , _ - FE 1350 �PEC.IFIGATION, d. Posts 10L� No. 1 Pb 1200 1 fY •NE/T TIT1.■ �J 6[.A�E- : 3" = 1'• C" f. Blocking, Plates and Bridging. 606 i 2 . Provide bearing andel xl4 bridgingg ataee CO'oO.c..mmaximum.er) at all points of 3. All plates and ledgers in contact with concrete or masonry shall be 5 pressure treated. Ledger may be separated from conr_retm, or masonry with 30 lbs• asphaltic felt. � i 4 . For nailing see Schedule and Drawings. I gas nommmmmmmmmmmw f. _.-.. .. I i _ _ � _- . . ' ' __�. _. -mai" �'►.rr11ir1:.:._ w...r+�.W...+..,+,►,w..r. I� i I; I`I-ill ill III III III Ijhl II{ Ili III f I III III III II,tI III III III I I III III III IIjtI III III IIII I III III I 111 I I I I i�;, ill u I I III III (III{III III III IIiIi I .,� - -- }�""""'- •; -�. NOTE: IF THIS MICROFILRED I j j I j (rl j I j I I I YI j I j �I j I I OI I • 111-1H41111 IIj•,F 'III I i�I DRAWIIG IS LESS CLEAR MMI V J ---- _ THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL -7 �� DRAWING. E E L LE E E L E E ZE E L I Lt I I I t L tl 1 8 ® L B 9 ► E i t , r24X (III uullul ulllull uullm Iudull uumu mduu IIIIIuII IIIIIIIII IIIdIm Iluluu Iluhm IIIdm�;.I mhIII IIIIIIIII VIII _ hill Imlll�l IIIIIIIII IIIIIIIII uu6ili IIIIhm uilhui mllull IIIIIIIII ullluu uuluu uuluu IluluuhlllCl ,. JUNE 26 �� 111999 ' GENERAL CONDITIONS MEMBRAMIE RooFING 750 FINISH CARPENTRY AND MILLMDGRK 620 The *General Conditions of the Contract for Construction , " A. I .A. PRODUCTS PRODUCTS Almliaz:-umlent A201 , Iatest editivn . Articles 1 throuyh 14 inclusive , is a }, ;cart of this Contract , and is incorporated herein as fully as is here Mt. MATERIALS : 2'ERIALS: � set-forth . 620. 21 -- 750. 21 4� V A. Membrane rtoofing: Owens-Corning Fiberglass 1420 wM mineral surfaced �- A. Millwork : "B" 4 Better , V.G. , K.U. , Douglas Fir 54S . roof, or approved equal. Cap sheet to be white. The roof shall �� • ' _ ear be a 2U year, Class A system. C11; DEMOLITION 211 -B. Exterior Sidin : 1 x 4 TiG, K.D.KD , Aesawn CleaCedar and N F.RAL 374 xBeveled, Resawn Clear Cedar Siding. CF ' EXECU'P ION 211. 11 C. Building Paper: 151 asphalt impregnated felt. INSTALLATION : JOB CONI.. . iONS : _ _ _ - 750. 31 A. ilener•aI Contractor shall take necessary precautions in rew.val EXECUT- ION A. Membrane Roof-i.ni2: Apply in strict accordance with Manufacturer's t0 of materiels to ..nsure safety of owner' s employees. Proper barriers INSTALLATION : prIM instructions . r 620. 31 P Provide fiber insulatian cant strips for to shall be erected to protect such employees from falling debris , - instal) -tion at intersection >; excessive noise and air pollution. Materials to be reused shall A. Millwork : Joints shall be brought together ila vertical surfaces. Finishing W � W be carefully removed and reinstalled. Existing landscaping within securely . Heads of exterior door from s shall.rbecnot indwhite dlead. felts over metal to be set in black hin order or asbestos roof beildin addition area shall be carefully removed and turned over putty. Patch .n with adjoining roof in order to insure proper m n 9 water protection and roof drainage. All nails shall be recessed and filled in with %loud putty and to the Owner. All other demolition materials shall become the spoothly sanded. W N 7 U property of the Contractor and shall be removed from the site. B. Exterior Siding; Install over building paper and sheathing using FLASHING AND_sHEET MYTAL 760 0W blindna ling with 6d galvanizes' nails at 1 x 4 T&G boards. Rur► PAVIN(; 26_1 boards vertically without end joints. Beveled siding may be face PRODUCTS W � u� o nailed..PRODUCTS MATERIALS: 760. 21 G3 A. g ouneras : Galvanized Iron, ASTM A525 , Class G-90. \� MAT F RI ALS : 261.11_.__._. irlATE RP ROOF I N G 710 AFlashing and Ctflhing_...,. A. Aggregate Base Cc;urse: Gradation to meet Oregon State Highway PRODUCTS Roof Roof Copings . . • , 22 gauge U W All Others . . . . . . . . . 24 gauge � W [�epartnent Spec cations. - q q !• Asphaltic Concrete: Hot Plant Mix, Oregon State Highway Department MATYRIALS: 710.21 EXECUTION Z � pe C. A. Hata roofin :qual.Ilehydratine 4 as manufactured by W. R. Grace Co. , INSTALLATION: 760. 31 2 0 9d LP U W CXECUT qr approve eA. AlCeas to Receive Metal p Plashing and Counterflarthin INSTALLATION : 261.21 EXECUTIGN ---1. All changes in materials.- g' � � '- 1L A. A re ate Base Course : Minimum thickness to be 6" including 2" INSTALLATION : 71031 2 . All pi.pea through roof. W .J W CL 0 leveling course. Compact to at least 901 maximum density at optimum A. Wats roofin Spray or brush apply at structural steel connections' 3. Connections between roofs and vertical surfaces, z �� 5. Door heads. moisture content, ween` va Fpanels and footings at a rate � f approximately 50 sq. ft. per gallon. Q D. Asphaltic Concrete: 2" minimum thickness rolled with a S to S Lan B. Flashing Installation: Install as detailed or required Witt: 6" leap 3 3 W 0 Cr steel tarn ern roller as per the Asphalt Institute Specifications. Joint an sec.•urr as-detailed. a INSULATION 720 C. Roof Co in s: Secure as detailed. Use standinq steam for required a - PRODUCTS expane: on Joints, 10 ' maximum on center. Do not penetrate top of � LQ eopi:►g with fasteners without written approval from the Architect. Ma►•,.:dIALS: 720. 21 D. Nails and Fasteners: where "Dutchman" anchors are used, metal shall IJ } as flat as pos+� le to flashing and shall be calked around t W A. B&tt Insulation: Foil faced batt type fiberglass witrz rating of top W PIT exteror walls and R-19 for roof. ] and sides. No r:xposed fasteners shall be allowed at top of parapet a walls or other horizontal surfaces. I= 4 1 EXE CUT I ON W mmsY. W INSTALLATION: 720. 31 ur Z 2 ) i A. Batt Insulation: Install between studs and roof joists where :shown in W � � _ l �------ strict accordance with Manufacturer's printed instructions. ) Ir cl p� ROOF ACCESSORIES 780 '100D DOORS 820 .- HARDWAPE AND SPECIALTIES 870 Q Q PRODUCTS PRUDUC:TS f' --- EXECUTION f- MATERIALS: 780.21 MATERIALS : $20.21 I� INSTALLATION: 870. 31 A. overflow Drain: Schedule 40 galvanized steel pipe with cast iron A. Exterior Doors: wood doors shall be solid core construction with A. Keying: Key to Owner' s master key system. Provide Owner witl ittings or no-hub cast iron pipe and fittings. atan ar EN nese paint grade Birch veneer facing. Core material a-r eys. shall be of solid wood stave lumber. EXECUTION A. Fastenings : Provide screws or bolts as required for props: i.nstallatioa EXECUTION INSTALLATION : 780.31 INSTALLATION :s ''2031 HARDWARE SCHEDULE: 870. 32 I �LL A. Overflow Drain: Install where shown on the Drawings. Cornect The following list is intended as a guide for quality, design and function. ro ex sting roof drain piping as required. A. Exterior Doors: See Section 870 for installation of hardwaro . Hardware to be supplied shall match existing in deaign and finish: ns a oor plumb and true for perfect operation. A. tixistin GravityRoof vent: Relocate existing roof vent to now roof ' area were shown. Provide new curb as required. Type 1 SERVICE DOORS 835 All hardware to be supplied by Door Manufacturer CALKING AND SEALANTS 790 PPOLUCTS Type 2 PRODUC"AS MATERIALS: 835. 21 1% Pr Butts BB4101-32D 4h x 4h NRP (Lawrence) (Schlagen MATERIALS: 71 Eel Lrrckset D51PD-Ply-626 0.21 A. General : Overhead doors as noted on the Drawings and hereinafter 1 Ea Closer 4113-Cush 626 (LChi) epee ed shall be steel doors as manufactured by Crawfora Door A. Exterior wall Joint Sealant: Dc-4 Corning 790 huildinq Sealant, Company, or approved equal. stterni ex No Part Non-Sag Urethane by Gibson-Homans, or approved GYPSUM DRYWALL. 925 equal . color shall be light gray. Furnish primer as recommended 1. Door Types: - by Manufacturer. PRODUCT: REVISIONS I a. Panel Doors: Flush >ateel sectional door, 20 gal. , B. Erterior Buildin es i Calkiri: Dow Corning 790 Building Sealant, or ga vana _steel, with panel section 2" thick . MATERLALS : 925.21 approve! equal.. p 2. Model: High lift. 54.B panel door. Crawford Door Model 558. - C. $a��kin�lNater.ials Surface Conditioners and PriAlers: Use materials A. proved Manufacturers: United States Gypsum Company, Kaiser Gypsum DAAMVN --Bi_Y _ Company, Besi;M Gypsum Company. Items listed t,elow are U.S .G. as " recomnended by the manufacturer ased cn con-Mron rand types 3. Tracks: Zinc-coateO rolled steel , 2" , vertical lift, products. - of adjacent materials. CHOCKED a, 4. Astragal: Ind•Astrial rubber astragal at sill , all doors. " SW.EXECUTION B. sum Boards: 1/2 thick x 48 wide Sheetrock mow. jaal No. i - 5. Locks: Provide standard locking machanism. C. Fasteners: Nails shall conform with "Recommended Performance � - g - '75 LNSTAL..ATION : 790. 31 tam n�aaarc's for Nails for Gypsum Wallboard, " adopted by the Gypsum DATE i -' 6. Chain Hoists: Standard "side-mounted" chain hoist door Association and the Gypsum Drywall Contractors international. Nails A. Concrete Wall Jointo: Install backing material to bring joint to operator. to be "Chem-Etch, " phosphate etch coated nails, Parkerhead "Dritits, " 5PELiFICAT!0N5 i eep. 56TYTt7i-Tess than 1/2" wide shall be sante depth as width. or equal. I Top of sealant to be flush wi'•h adjacent surfaces. 7. Finish: Baked alkyd enamel finish over an electro galvanized zinc caat.ing, after fabrication. Color as selected by Architect. D. Joint Treatment.: Durabond 90 Joint Compound, Perf-A-Tape Reinforcing 11, Buildin Calking: Install at perimeter of exterior doer openings gape, ftFibonil Joint Compound-Taping, Ready-Mixed Joint Compound-All as shown^on- trip- Drawings. EXECUTION ...- Purpose. INSTALLATION : 835. 31 � E. Metal 'Frim: Nos . 200-A, 200-C, Corner Bead No. 101 . Mork under this division of the Specificritions Phall be installed by EXECUTION SHEET T I T La mechanics skilled in the trade and under the supervision of an accredited representative of the Manufacturer. Work shall. be in accordance with INSTALLATION: 925. 31 the Drawings, and shall provide for smooth and easy opening and closing of doors, tight fit against jambs , heads and sills and secure attachment A. Joint Treatment: Apply Durabond 90 Joint Compound Prefill, trying to the work of otter trades. or dna compound mpound with Perf-A-Tape Reinforcing Tape. Joint Compound and Finish Coat all in accordance with U.S. Gypsum Compaiy printed reconnendations. I I i Dor ? I) Of R l 4 « • ?r' . Ayr s �, +SBniw#➢aM!y ' _ ROTE: IF THIS MICROFILM F►��J I I___I 1�'i _I _�Ll __ i_ � DRAWING IS LESS CLEAR THAN ' . THIS NOTICE, IT IS DUE TO _ �11 THE QUALITY OF THE ORiCINAI Z1 Z B Z 1 [ Gl4T [ 6r[ T1iT --88DRAW I N( . $ Z 8 Z L Z Z SfZ Z f,i; iiiiiiiiliii� iiiiiiii, ► I iii �iiilii.iiiiil►�iiiiii�iii�liiiilii�ili,i��l��.iiiilliiiiiiilii ► ii�i�i�I NEJU26 1990 J'. I iV ri r PAINTING 990 PATNTTNG 990 PAINTING 990 U1, MN F. Jck...ti EXECUTION EXEC__UTION000. GENERAL -' y QUALITY ASSURANCE_: 990. 11. ADJUST AND CLEAN : 990. 32 SCHEDULE: (CONT 'D) 990. 33 PORTLAND,Of�: w h under this Contract shall be of the At the completion of the work, this Contractor shall make good all defacts B. Interior Painting Schedule: A. Workmanshi The orkmans ip -- es gra throughout. The Painting Cant-actor. shall employ only in his work, whether caused by him of others, also any damage done by him � �F workmen skilled in the classes nt work they ars to perform. to other Ccx:tractor ' s work, and shall be responsible for any loss suffered 1. Wood Doors and Fraues: (new building only) [ by that Owner by reason of such damacle, make qood such loss and. leave '-- JOB CONDITIONS : 990. 12 the entire jab in perfect conditia;l. (1)) Coat Primer-Sealer (backprimo frames) (1) Coat 1/2 0ndercoat and 1/2 Enamel A. Protection: The Painting Contractor shall include all tools , scaf- SCHEDULE: 990. 33 il) Coat Semi-Gloss Enamel o n—gi �Trop cloths, tarpaulins and other covering necessary to p protect his work or the work of other Contractors. This Contractor A. Exterior Paintiin Schedule: (Existing and new construction. 2 . Concrete Floor ;:abs : r' shall cover and protect sills , floors, walls, hardware, lighting xTso see 9 . 12.C.Tor coverage at existing building. ,` W see a f.ixtucha, etc. (1) west' • Moor Treatment 1. Metal Items: N Jz B. Inspection : Before starting this work, this Contractor shall examine W the surfaces to be treited and report to the Architect any work not a. Structural and Miscellaneous Metal: � Z correctly finished, or so finished as not to give the best results. _— ' 1�+ will be entertained and (l) Coat Primer Q � No claims for poor workmanship or materia Z Q this Contractor shall report any conditions that may exist, as (2) Coats Semi- .loss Exterior Enamel (� above doted to the Architect. fie shall not proceed with his workV a b. Sheet Afetal: Outside faces and top of roof Doping, flash' ng, etc. [Luntil such work has been corrected. _ r e C. ExistingIIuildinl: All exterior painted areas of the existing (1) Coat Primer 0 9jilding shall e repainted except for South wall. This ^ontractur (2) Coats Semi-Globs EnamelO `f to install primer and number of coats of paint as required to properly 1� cover existirq paint. New color will be a light hue to be selected c. Sheet Me':al: Inside face of. roof coping, eounterflashing, etc. W Q by Architect. (1) Coat Primer Lo W IN, PRODUCTS 2Z Do '— d. Overhead ors: Q MATERIALS: 990.21 (l) Coat Primer (in Section 833) Is Z m I The materials for the painting and finishing shall be of the following (2) Coats Semi-Gloss Exterior Enamel n �� name brands and the best quality of their several kinds , or approved equal. u-- 2 . Parking., Lot itea►s: W5 (� A. Prepared Faints and Stains: aa.��Striping: Lines to be 4" wide and at to^ations shown on � a Z 1. O1 is Stains: Color as selected by Architect. frarwings. See Site Plan for locations. 2 . Rodda orDutch Boy Paints: Color as selected by Architect. 7 -- --- (2) Costa AQQrove,,1 Highway Paint Q Q Q tit1 B. Concrete Paint: Kryll. a 3. Concrete- 4 C. Parking Lot Paj.nt: Approved Highway Paint . Calor to :catch existing. J —.- -- (1) Coat Kryll. Primer jo ` EXECUTION (2) Coats Kryll Finishes OL (l I APPLICATION : 990. 31 4. Wood Items: (except doors and frames) El I 1. Field QualityControl: If in the opinion of the Arc)lit-ct, any of (1) Coat Olympic Latex Overcoat -- ed�:le and back {omit at � z i been satisfactorily done this Contractor existing building) I e paint ng work not e y shall, at his o+�rl expense, carry out any tests the Architect may (2) Coats Olympic Latex Uvr�roaat -- face (also see 990. 12.C. ) W ar. deem advisable to ascertain its proper application. X 5. mood Doors and Frames: 01 7 (1) Coat Primer-' -:aler (as required at existing building) 2 U a (bac .pr.,ine frames) (2) Coats semi-,_ %c .* Exterior Enamel (also see 990.12.C. ) 41 0 � L3 0 Q r d� REVISION" D eta DRAWN By K e AU`_')E. CHECKED sly - ZI Joe NO. n - 8- 18 DATE :5FE.Z:11P16,PN ONS I i SHERY TITLE i I i o I OP 7 1 l� �►'ltlltlt.xn.. � . .... . w .v■�'' . ,, ' ill Ill Ili Ili Ali Ili 1111111 Illlllll �ll -II i III III ill Ili Ill III III I Ill Ill Ili I I ill III ill III ill Ill III � 1 1 I I I III 111 I�M Ili t},yllI�I Ill Ill IlIl1i1 ill Iii Ii1ll� NOTE : IF THIS MICROFILMED I 1 2 I __ -L�.. _11 � DRAWING IS LESS CLEAR THAN -' � THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z NIZ L Z Z Z ib 7, i✓aZ Z ITZ Z 8I I L I i S i l f:ll �I I I T 8 DRAWING. I ' II VIII IIIIIIIII Illllllll Illl�llllllllllllll Illllllll IIIIIIIII Illliiili illlrli Il II11I1111�1111 )III l,l 111 I III II111 III1I1111 IiIllllli 1� � I►I I i IIIII�IIIIIIIII �IIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII,,, �,.0 111111 I III IIIIIIIII III�I III�IIIIIIIII IIIIIIIII IIIllllll I III ,. h JUNE 26 1990 Vic. J 4( \ V � to W � `\ ALL SPACES MUST BE ENDORSED PRIOR TO 2 O _. ISSUANCE OF BUILDING PERMIT l . 982 ff PLANNING DEPT. I PUBLIC WORKS DEFT. T By_-___--._ D ..►:a _.........., Z --'L' �} BUILDING DEPSm. Lo CL Qj 1� \/FV�.kr`l -TP-, - ,.,Qc�c7c:>*.t J. W, �U�� T ____ -----____. TUALA`I'IN RURAL -By-- --_---- FIRE DEPT. $;� nit 8 APPROVED FOR C-: S AMUCT107 a (� C I 2Y Or `I']r,ARD �l J BYr__,_ T]:TI,1•; j1ATN __ -�- ' I kj V P,iM EL.. 154 a � x M- 4 1 11. .� � _.,' -- _•____., � � � \ 15 L O ISI�T p-�'e��T I O�1 �''t'�E ..� N �L dJ k) A >`� - ,x.32 _ \ (� ►: �It� ZC►.1 :. �y � � KIN. Fl...i".� �O ..CAt�iE•�G Lpp.�", 1' �G �"�a r_ MAXIMUM AL.i_.OWAL«E W1TNIt. 1 bEPA'-,A71 O Oc✓O GSC?.F— /' ' '. it/�J) - x I ,. �, ` � � -4, �! ll'p r',� ♦ '�'��t' t�r, '''wt �Y �� Y 4 1�/�"�� '� 0 �7. ��"�11' I'`\I �"�� -� ...J �1��L.r�,J l w� I�f„r`�{(✓� TOTAL.. e��p1r��l J 1 Y' - X til EUV GC)Q &7 P-)U C-T i C)►�-! �' '�: � � � .� �` r�.X I `T. LAt-••�O�CG�.�F O l�.�G��.�-� �� ►.� r,��r • navisloNs .. ..- _....__.... i`-_ - -�.w•,...�. .L.�_ -�+ }��O,G / i�� I L�r 1... .Vf"�1T 1 r...'T..._1 -V, L. , e)r;' ,• :�., 1 DRAWN •V E--\/ATI • NORTH �..� E�AI�-11� Joe No. '5-2I --144- P-)OOPL-r-7 _ ALL 01T16 � WATrzr� i•JCa WILL � '��'fry�,ti-.i 11C.L�rl-•;IJ� . ALL PA V--) 1 k3 C;P a Ayr A�l..�' Pob%&'i W G E��O w ►—1(7-). 81�-IENT TiTLS o r-VON 51M smog Fmw ;t , ,,:.,.,, -. 74 �. � .>n .s.3-..l Jw9uar.�iYiY .�.+ .,w.+...r ryr..�.rr...�.r�rwrr ..�.�w...�1ryM�v w�...,. tiw.•�,..r.+......�—r..�... wr. I. ...... w..aw_..••..;�,_ •: 1„}�a 1-.. .. 1 ._ ....... _ ... ... .'".'►'^+. �� .. NOTE. IF THIS MICROFILMED I 1 DRAWING IS LESS CLEAR THAN IVIS NOTICE, IT IS DUE TO _ _ - _ ___-- -__� _THE QUALITY OF THE ORIGINAL DRAWINGZ 8Z LZ Z sZ ZiTZ. JillJiii �� <lilu-- Jill�I ,�iil�i�iiiiilii�iiiiiiiiiiii�il�ii.„. , l�liii�►�ii �iiil��ii �<<ili�f�u� iiiliiil �ili �ii�il NE 1990JU26 M yam r W — n Z W a r A � aa Lilt o Z 1L {r. - �x t 5T. CL�•.>2� To �E1r1A1 N � n � . -- ----`-�1-2.1�2� W a r I0;E'-CCATED WiWO O W CANOPY Y � d I \ r 111 j FI►.1 5-1.- FLS V. LL EX I 6T. GUP)L-t �'t�i FSI�•l C� 'f �j + � - 1 tG p-�E MAI►.� -< �� Tol - - - -- 1 � TO DQE►-�iAii-� II 7== SEL O '� �X;G,T �• var. '4 M' ) - I F - EKI'OT. 1 L i 7Fx��bT.4 1r,p. l ` OFE►-a �a CJF�tG� EXIST.7OJLLZT Ilk 1 1 e)IGp. 'NALL I � REVISION• DRAWN MY CHECKED ■Y X �o ! u> > JOB NO . f 2 1 -.7 4 DATE i I I "•I. 1 -._(�'?t�, PLA,-J 1 1 I EXST ELCu FACE! - SHEET T I T 1- E i NORTH % 1 - 0O '>� pLAr J w E OF I ZIP �, rpt•^-�rRr-n:�•:"-, Y"r"" M' _ ^ -� �..._ ---,-,»,. -.,........_..... .,.'NYR°1iYr'a6'.. --,•�A++^'_' •.r. y.+.:"* .. . �-"�1 .tt+.. ,,�c.,'n^.-' ,. ... . . ... ..- Fin?-lM•.�!4. ?�.. 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III il,jllif NU1F: IF 7HIS MICROFILMEDDRAW[ T NU .S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF Tllf ORIGINAI ��— �DRAWING.QUALITY £ Z 8Z Ll Z 4Z Z Z Z IZ niz; 8T �jT , LT T T T F.T TI ll T 8 L �9 ^r4 ► £ Z T „µ,,, �� T - IIII uIIIfIII IIIIIIIII IIIIIIIII Illi�lllllllli�lill IIII�IIII IIII�IIII Iilllllll IIIIII!iiI►IIIIIIII!III VIII III I I'•� "1L!II •I 'I VIII I II11I llilllllll ' � � � I I I Ii � � � �I I I � • IIII.. �,lIIII III IIII IIIIIiti Id IIIIIIIIIII,llllilllllllll�Ill(I IIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIill�llllll�llllIIIIIIIIII.1111111,11111111 IST 1990 1 i 1 i vea- nj m a 2n .� W O IXP \ 1 ALL SPACES MUST BE ElDORSED PRIOR TO ISSUANCEOF BUILDING PERMITLo W f PLANNING DEPT. _ _. _. 2 Z 0 1 - -PUBLIC WORKS DEPT. By BUILD I:'G DEPT. By � Fr�AVE�rRUR�.L Z \ W" ?2uY�1 14--1AM1040 ey Data (a (L 1 i 31 • VE'S�►IGY Tlf ts�, - t"1CJ�1 (-) __._ --- - -- - - - -- - - -- -- - ---- - --- ------- -- ---- - - ---- — _ _ APP;tOVED FOR COI137.2LCTION CITY OF TIGARD 1 \ •.`� yv ,r -- - PPIMT ADDRESS I�c�•o' . "=,' ` —� BY TITLE t I 1 L1 r-4)4-1. EL. i 54 ey + 'a' W I CL a PPIOIDSEl� I T U O - 1 ��, , I � L.CAL puny S MAXI W U Y ALi�CVVAL_E V`,'ITH 1 N w� n ,1 T k I �Tr pA►�I<1 ti� _ �'r'�C a (2l �Ec D) ToTZ,L P!OYElu S I ,t�';P;�` NEW GC�1..lST ��UGTI�i�-1 ,• i � EX I �T. L�.I�•�I��C A1=='�t"�, Ari-IEt-a:=� �n�eN . Ir��.v i51ou -7,4 t� GE�I. t�E`J1�J101.1 '�� X?��'. ��1�c�� TQ G`�EMA11•.,1 4. REVISIONS 1 , -- _ _ /IEVISION• +00.0 E)W-1,7-r-T. ��.��✓�T I OE-.I . L rte' D A A�W N my NORTH maw CHEC'KEO BY JO10 NO. PL.OT � _ `-21 -- -7a 0 ,114 T III L.A1�� ALL. L44-�J A.DC7 1,'✓F i._.L E=.��T'At�'��i�W E�--' . 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I � Illrll III (Ililtltllll I� ill � llll � llll � IIIIIIIIIIII � I IIIIII � III � � I I III�I� Ilt� llt I �I �i�i�i � ! � i � il �L � � II�I�,I� , I t� ll � ll Iltll �l I �IIIII I�I�III :a�� •''�." J I II �I I I � NOTE: 1F THIS MICROFILMEb --�-- -- �- --- � - -- - --- L - - - `)� - L � - ( -- � C�i -----I —1-11 !—lAid M DRAWING IS LESS CLEAR THAN 'IIS NOTICE, IT IS DUE TO Z l l THE QUALITY OF THE ORIGINAL �Z ta7. LZ Z 4Z -- ibT �Z Z— lf�Z 7 61 t;r ?,I1 i 1 Oil 6 IF! �L �9 I iy ► iv' DRAWING. I ►iii uiiliiii�i�i�liiii iiiiliiii iiiiliiii iiii�iiii iiiili ii iiiili�iil��iliiii lilliiiiil�iii ii�i,iiiiL. ,��u ii�►li��l��li►, �+r111111��u11111 I► .I��!�i��l�� ll�l►il��li► ,I�► ►I�;��i��li��{iiii i�iii��ii iiilliiii iiiiliiii►i�iiCii� J26 NE1 � 0 .� I r' I ACI, SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF rtrTI,PING PERMIT 7 )?CANNING D:"i'T. C a 11117 % `S Dat e a 1'UI3 SIC P1CRKS DEPT. Da o In � �UTLDIIIG DEPT. � -�1 � � � � 3 7 0 <) ,r rate z b TJALATTN RURAL \ •� FIFcE DEPT. BY • \ '\ A.1✓PRovI'D rO RL',0' li✓_l \ CITY W-' 'i'i GAIW ;�� - of PER T �, �T TL ADDRESS fDATE LQW �..a.c 1 �cr _�� :. W 1 - --- --- -- --- - ,.� ® to c- I .a \\ --- --- -- -- I 'xo.b1 ,� vEM►t✓`i -TG t4 ric:►i �- W FA ;�,,>�7s- A i�C"-A I.-T Po&�V I C-9 — ,( 1 00 at cE Q �� I AF 1- � EX , E . L, L_' WALL .bwLL r?` IleI �'� ,' ` j- MAXIM!1 M ALw�;a�L 'v'��'17H 1 L.1 .. �,. i 1' '-i _ �: I P I ti4cl �- �� ~sill � .� � �� • . � - ✓ -- - _ — - s _ E cI LA012DCAPF, I t72 P -- ►52 G ,Z Is E 7C P-,r—M�.i 1,A u ' ?�J `�,,. E.L_E.' ,/�"C! �'►�J�-� `h 7 fir, o A �►w N . Y I f L' fi NORTH ��__ �.. _ �ar� ►< ,,� ��r , ;R vcp; _ - - / JO. NO . w Er ��y OAT! ALL, L44-1!Dl. �p 11,.)C'a K �� ti..:�',�1 D��p��Al., I��_�x;%':''"I r..)c � �� —��",�*'► J •I, - -- a►..i V'i"EL.t_ � �T�'�1?-.,;...1`:,}-��C• . IIJ �hT��I,..1C.�1,_.'�' 1^�`i' C�IJ>�i'"i��--�'=,� , IIV,�T��,!wJ C� U�,%ILL rte.-,'� t��F...�� 'T" ?✓1A�'�.lAi... ALL A5K'HAL.T PAVIti-4C� OW',.J I X1�Ji 11-J `� SHR&T TITLE loom I � �. ++'�., i � !� ,.; .�,-.,• '»y" _ "—'++awn.. ._ ' Ill ilI ill Ili ' II I � I ilI I I II , � I � , II � •r I III II' IIS III Il , � ill IlI III III I { � III i I I � � iii IIS ili ! i� i ili ili { I I I I i i � i �i ili � I�i� Ilti , i,!I+ �I ilI ili �I � II � IIII NOTE : IF THIS MICROFILMED — - --- — �_--- - -- ---- - - — l- �� —�— — - — -- L _— `,L - lot — 1 DRAWING --- IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAI I £ 711 DRAWING. � I , , , I , , ,� I � , I� �li � I{{l � ��!► ' ' � I ► � � ! I � ' � C - IIIIILII III III.IIIII 111111 �. III�IIII IIIIIIIII .IIIIIIIIII.IIII�II 1111111 �IIIIIIIIIIIIIIIIIIII Il,li►III.,, ,,,� II�III!Il�lllll l ►1111 �� I �1111�1, � I I . , II III I � � IIIIiI.��l illiill Il�llllli lill�illllll�lll I Illii I{III Illl,llllilllll,ll .IIIIIII, illllllll III11111,{IIII.II� JUNE26 - 1 0 V' � ? e T K :1 Nx M4 no V*. OPAOVrZ yt I C-LYA4�wc> It 4 �-r 'VA PU oo T-- 1 41A t '7 Iti3 Kr i• e. In CIO N L V", = 0 VA V Ft.M Er: -7—l! -------- NO.� 4t IiU-� AC= A� R� �?f'o �[ �^t�1eJ� p i�_� -- --- - I (a 4 -SIA flo Alo7 .o Lo (L T"-`--F-)((ST- CLV')1?7, -TC P-SMAi�4 45T,N e.c .� `'_"'j' '_t dL job.. .4 im-1 It? A �ATEO %VI n-n Vi -LJQ* Or- ws�k I L4 NU 4 0 'o 77, l&!!!q PC- X !l c1q4lor I A;A,, PA ton, \vp V94. Qep-lce WAI.Lo�, tp J 1-3 -- Tl# >§ taus fl;�p CID #xqjv4A-ly IeZ4.- 7 b7. CA.QCPY TO -]LA 07 ex,4i..T. 4 7� T FT 70 P)EHmJ, TO WAI Q � 1 . -� CALJ 14 LX bF-P, WALL q � ' �) � "—�-•► I 1(I! , ll �� i � I � F� L ''��L �''� Pt EVISI 0 N 9 WOW -topm 19L -4 $1, DRAWN my CHECKED my F=7, > Joe NO . 1+ OATS • EXIST t�,LDCV. Ft4,sCF- d r-, o- 4�0 11 '10 5HEET T I T L E NORTH M P L 41 w II 1 ll 45 C) P: www pr 7 ' III III �III ' ill III III �III III III III III I I III III III III "Pop- NOTE: IF THIS MICROFILMED 4r 5r 141 19, 1 DRAWING, IS LESS CLEAR THAN -- THIS NOTICE, IT IS DUE TO + r F;if LZ ST 6 L 1111,711,1;zil I I IZ11111 '111ii lill'i 04 Q'i THE QUALITY OF THE ORIGINAl .- DRAWING. 7. - illi 91111�11111 19 ll�"Illl NE26 1990 �Gr • ' I --EXIT.-'Sf. �LC�G �+E.Yca1.11^ / �-UE•1ti•� L��L^IT1�N � � � n � � T�- . _._- - --- ----- - - ___ -- - - „ �T h 'pp J —.—--__ ___ ----- - ------�M— - A. _Y _. I TG P C� ! a.LL C In 2 j pl l F I"",_4 J T 44 __._ . !I � �?FAQ+A E � I __.:�-__-��_�:_ �`.,_::::::_..� � I �►I d 22 .s (o (L �, LH _.__ _____... -- �xl� �X� >�u�, :�t• !N --•1 �-''' . _, /�.___ d1� ��5':-G? ::�dat .■/ FFF� (.J ti v iJV OL 1�/• ��+ L ! I ..._—�. �•�•.-- _ _.:__�Y►'.'�-w.� � � � �• / i f � , i � � i — .. _ V��' �.a.0 '1 -. � 1 � <:� l 1'•. I I ^% .�•// •'//�� i/,, / �! ;/ 'ice/' /, •.j/, It I f r _"-i''1 i II bGt A.•2tiaN Md cr , __ �•':.. � +_— --_ --1 , - __ .� _..- --- - .v , of - ��x&' +�/5 Gi�r►iQ2 4s1n1NCs CO /�� / EAST LE�.0_U � �� '1� _ rV I'�f' 1`� ,�, 6. 1 '1 I ' OL t ( � � � .�� , —� i � 6711'�T. GOF-JC_ W��'..... 1y1�.`S'G►J1� /-•e',l:,_7 UP wATcN rowbT. 10.g � -,r----�---- E _ __ �._.r__._._.1.___ ��L IN a�''bc�Ilr+c� �J��•�.�1 r � P�G.,G� ,.� G• fl t I I•,at, GQ�!C>"'Y R"� rKy<,, ~O e4&-L.• ; x REVISIOND 10 tj ` ( - _- �.!"�T. pa,�1i► I — �1C I ,,�ti.GI ` i� I -J�_ �I �-' /_ �I ''" ,, �/� L�'' DRAWN 's Y OW4 ,$'1 � :?ar1 'a'�'S� f `, - -- _3u:�'. AGOUeM TlL11 C��SaNtea. �. ;L'tiJ: 1►o yJl1�,} I + I ,{I' urIsI `cr� j � �.:aylN,6 I fL* / CHECKED HECKED- 0Y4CTP �>'� GUp � , ,W,F .4 _ ItSVM�_P_Cr, ►.a —1---= �. TO M/1,TGM x I Gs'r. UI'> �s,t J o® N D . 1.✓ L/,� i W ✓ r- 1 + 1 I 1 \�'� I" DATE ' - - -Z time /}11 II"iD TE s ►� .lc . ./ 2 fes/ C' � . �r, �+r Q�`�,..,Mme+ �'I1/ ` � 1 f I 1 1 I L�l_ t �� 1...,A��r �r i �I I i _ v�••1 I s E_ -- `..�� ::,s�t�'►; ------mak--- -- I 1 �'� eve►~�' +�a►�� _ __ :� fd /./ �r v1✓ 1�+l,+ r / G� .r�� 1 /� `� �- ..�1'�, -11'`J C;.. becC%t�:yt1 t. !� H E E T T I T L E: _ J, I I .. -�-•apo. ► -+ r --+; ., �7A.' a''- k1la-,• t _"'►y..� ... ` YIi�YMrr...,..,-w..n.or.u.�......,_...-.,.., - + y ..•- V ' III�III IIIIIII IIIIIII IIIIII111IIIIII16 NOTEIF THIS MICROFILMN 1: ED DRAWING IS LESS CLFAR THAN THIS NOIICE, IT IS DUE TO r 7 7 DRAW TZ 4Z Z QUALITY OF THE OPIGINAL E: Z f�Z LZ I Z ITZ Z 6lL - ( l L [ �I [ [ E:[ Z [ - ill 1 6 -- Ei L - 1E) --I -- ` £ Illli�' III <<IIIIIII I..IIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII�II�,�iII.I '1IIIIIIIII IIIIIIIIIIIIIIIIIIIII, ,II,uIII1lIIIIIIIIIIIIIIIIIIIif �II�II�IInIIIII fI IIIIIIIIIIIIIIIIIIIIIIIIII ,IIIII,�II IIIIiIIIIIiIII�IiIiIIIIIiII�IIIiIIiIIIiI.IIIIIILIIIIIIIIIIIiII� IIIICiIIi , f JUNE 26 , 19 5/4' r P F - 1\� I — as•al' HA.iL- SCT _ i SHOP AND OF' FI0M BUILDING \ \ oe` `\ , v +` i:ENERAL CCURAUDRS 3 Q-WO iR,C F R. TORS MUST HAVE CITY BUSINESS Lix.,j " 0 \ AND ALL NECESSARY CITY PERMIIS PRIOR \` �� ti\ TO PERFORMING SERVICES. 3 -4 I ` � X030\ y O I �s S I-3 RAMM PROP � RZ� I � S o r I \ �`\\ �� - Building must by computed zY \ y)Tr according to city codes and I•I rI \\\\ J 3 >J \\ •� IG ^ final inspection made before occupancy. ISSUANCE OF gUII,DI16 I ,IV- GON CITY OF TIGARD ALL 9YACL3 MUST NiY EIfDOB$ID . S \\ \\ PLANNING DEPTBY . • I \ \ PUBLIC WORKS DEPT. _ ed IS CONTINGENT OF ON THIS OVAL 0 IT BUILDING DEPT• g 3T. CONSTRUCTION ONSTRUC IONT AS REQUIRED ,Y \ \ Bp OAS 079155. \ 15ci.@ ap 6*11.Tax Ppvlwoi, TLALATIN RURAL � - - ftp \ FIRE DEPT. Y � � - - _ --- -- -- - - APPROVED YOR CONSTRUCTION • I 4_--- I5�.ccl r-' r F BEUT �uiH —�` CITY OF TIGARD Lt�yl _ 2x T -b S CC N uv v ,3 o'• ' 2- -7 a N I Q' \. _ ftN G Lac. _ • - _ 'AL a 7.1E' r - �q1 S 72 I ,25 I 33 .`tg S US -- LAjc_ 19 --- 2 4.3a �ciz 9 R7) — -- - - s TiTLII�?' ave. DAD14 - -----� - -.._- i.� • IAV - ----- �� r � Na►-FC I+Efc .tl N Mir 01 VV o� rH�TF•I-PT~ oF I'& +�� _ _-__� uv.lss s� -- - - - - - '--- - - - -- - - - - - - - - -- - -- - I WDEX 7(5) DRAWIQGff, ant , ------ -- - - - : - -- - , 194:ce, N -ICf: 1116' -re I RooF PLOT PLAN tll xp lu?Ev \ .2 , ors f�R 1•�-I .-CA- eaULvCRT AIcr�' Lq�rs, I 2 EXISTIUG TOPoGr2pPNlc MAP � 5P�G5. csTcH ISAs7H�__. Aav I f� - - -Co. av •TRUvCmv col.+c, \ iLM i54•ga II cul+-6.�TYt'�-3-L. FOUI.IDATl01,1 PLAID 4 DETAILS • \ IVI v I --- aiiPHA- I P v , N : ra .- `I .� 4 FLG+GIZ PLAIJI : HEDULE5 94 E)00fe DETAILS 'Fir U. , . EXTE elOw ELEVATOJS GR055 5F-C, \vVINLoW :;s-. PLI ro' Liwe nx�T�7ol �I WALL r�ECTS IOW �y%/ �- A L , I THE. FC�LLa�N,IJ6 17E� WL' t='p TR+L+G'T c'P L�+.h+D tG6 T TBT 20' �ITU�A �d IH THC' �p.sT Ha L = G7= ss toll 2, 7 FRAI11{-IG PLAID E DETAILS T T I oe_4". Cd `l:d_ _ 26' _°__}'>?LE.3..� `I`-.o'.+ x.94 Q�'_�°� G�-er TC�Vr•V1�J' F11 F� 2 SoUr-t , 94.4- C- \Y5,LT OFE T40 _ I I 2T 2� •0" J � o� \vILL6IrtcT'T� MEWVIbFl IID FHt= r=tTY � Tlref.RC> STRUCTURAL ELEVATIOW5 F-,' DETAILS ___ -_- ___ ^^�^—W 1` � __ ._.___�. _ _ - . - � \VP14HIM•V6/r01-i �ouNT T� OUE•.o.a.l•-I. , 8 - , g (zEFLEGTE� CEILING FLAW I IISG, D=TAILS v --- -- - - -- / __ —{ ' � t5661NIN6 AT THE. aora7HwSr.-Y ce.�Ne=µ As VE5e21B- as / Bx=vC;ww � c r _ Eta IW I�•Ev � oRL:Ep _ tit=N!e R 17, jgSe I" pp_Eev rz-I LIGHTIWG 19 POWER PLAID e DETAILS 1�3� , ,-- �K 125, �AcSE gym, \Vl�SFF'IareTohl ccaul�T`( �EEL> -- -- -- r « - - - _l+ N _ . . -- w�cr+a �5.: THEHcG- 5- 8L••• ol '-E IoB.v2' ToTHE Ad I MECHAWIGAL PLOT PLA.W DETAILS :: I l mo i'•- , �` " ,�..-... --.(U ___ _._ _- fO+ GoUIdrT Roav V -1-11 ;�THE'NCE S-B4Ua'OL E 28 32' • a s--mak 1•.1.2 MECHANICAL rL-AW DETAIL-5 Y .F•}"'* ti ,r "' ctF ♦ .. `: ;. 7 A �- -� 0 .N f+NGLE IH GcauNv tu R 7Y WZ:O• 01'1 -1 oTHEI.7 .6¢;Oo-1 I{-b.47'1� D 1 , '� •rp 1}xep Ae.a�t. i f ' ��r L v ,L�•4-ogl 1�:.3] " \ �-1_ E3L.v'a. L��+2 RImHT-c+r=-wb7 THEHC� 5-86• oI' _.13 74.12' ALoi.IG. Su-r4C-KL1'. Rita•17- aDI'=-WA-T To INT; 055.82 / �\ � THF I<�8 S'o£ • 2Ca'-\v I909.ZG' 7cP T}!E W-,WH LINE Bt 14' of THE Sou'rH ;;-ol A -- v-S As SMT FbF-TR IN �• . ' aooK• 1.26, FIA-cmM Co Co, C;eeLDAMH VFr'p¢L7'�� TF;G+1cE I I� - T31 00 "v 2aa.aa' To THG wEs7 L NE AS C =' • > - g a ; S° ) �E4c RI keep IH 125, F;%am C.<-. -, 'T HLw=r= - 02To T}4e Pv1l•:T oa _ � U .,_ P � 120/, V\V Ix.`(Cy• •• e . a❑�T :2 pP - 0 7, IGG.Nt2' 2' . `G.82 PRe+ Lf'drtTY LINQs 0 Lf.Nra 1J5.� 7ati t� - - - M SL - - E xl y+T IN ro 6Ra o3S N all --iwWF FI IT.1HED ce2AI�Ei•� .T.- --T LOO ..... ._.. _ _. _- ._ .- OGcUPANG r -- F-2 __ —PF�F'EtzTT V'NE . 00 _-� TYPe ops coµL'1'2UGTICalr1 - -Y-N ' -- c.ENTE`,Z• LINE " � --- '�r- '�' ..._.. - - -Ec' m..- -� - - �" _a__ d �_ax- ToTa L PRoPEr 7 C o.7 IZR'Ta — 3 ----- - - ------- LI l CA r Lp'it HK LEsELINa--- � o E6 Ey.Iz,TILIv conFToUR - - -- - 61•i'sG' doLo P ed' J��v` r t . , u -- SPEe1ls L_ LINta PIL IN41CP'fmD� _Ox4p1,,,cjA x u SWLDINdw Lco ' K E+co' ---I�:vol. Y _ -- �— r- � 8,� $q.FT. I�I O' - LPTI" FOR T'F1Cd_ C.J —c"- - - e=� F-4"M7 A.PMA--W1-rH$4• -K.oF-WIZT( WHO— 13,c 1 5 `� P'.± y -- -- T �— Gowcen8 —� ETG 5:91r 5P6c 'JI-:I7EvmlGPEO A-gsAO. I '.�, 37 SBFT± _.j•- (-' I �� \ 4`--I GEfJ � K NaTE� Ttif IGAL ENS c L c, T P L 4. N sLaPe FI DISH �2n UNIIwrzMLY GmTW�ff'! I GI I[0 I o S G P I- � " _ /COI F1 F3w Po.I..T1: oxo ELPAv!>-1'�olJS INDIGk.T F'LAV`. � _ tCbR•TH 6o•tiK_ c;2D•,�TEI� g.`( 12-I66 - HoI.67 To SECTION HLEVATIGI.! 3/YS P. F. -� I I / Sc ALE I'�z n1'- �,• Lis yc�.LG II T _ ooF Pi. coT PL /a N �• �k . � U �G �I j ohxi �. j ensen & associate drawn by . aro: i tests a i a I � a U S E norril n ® krmuse ELS8001 ✓EI.te tobno. \V. E"L J H A _o � c ,2. _c, '-"r., 1 ® 0 '? n VRT _ MAY I, 1''TZ s . F Rc �.c, - .� ti L' a kESFLrney port]. t� ncl ores on, B data OP 9 iIl1II 1 IIIIIII II III iI VIII}hhII IiVIII IIIIT I IIIIIII IIIIIII IIIIIII Iilll 1 Iilllil VIII I lillil 11II ' lillli Iilll I II'I I VIIIA IIIIIII �J LI I IIIIIII III III IIIIIII VIII I •rs� � � '� � - NOTE: IF THIS NICROFILAED I 11 I LI I I 4I I I l I 1 FYI VV r A1'�—I _ l�t I 12 DRAWING IS LESS CLEAR THAN - 111 ✓✓✓ j THIS NOTICE, IT 15 DUE TO _ THE QUALITY OF TIE ORIGINPI. a a ca ea sa ra sa as to a eI er I ct I I E T E tt I e e c e v f a a I24x : DRAWING. RR RR6R1RRIuR RRlmi Ruilm IRduR mdm mduR RRIRR RRIRu RRIR IRRtuuIHH,NF I_- mdm uR6R RII -...a ImIIIR uRluii IRdmi iaduR RRluu iRillili RRIRu RHIRR� IRi> Imduuiuu uRlRu milli JUNE 29) ' 'x , 1990 p T£� t PNOlIt' L!t POW k POLE- • AN0NOR, 6tlY '%AlIri= DRAIN • 1GN5 ! MRiL 8nX Nailing and Connection Schedule GENERAL NOTES Ci V,lATER ;hf TER MINIMUr NUMBER OF NAILS FOR CONNECTING UOOn MEM13ERS LIVE LOADS T,SEF.S (except as notad or shown on drawings) ROOF EfNt✓E WIND U.B.C. 1970 25 P.S.F. BASIC ZCNE . SEISMIC 4 FOIINDAT I ONS' U.B.C. 1970 ZONE 3 [ CONNECTIONS NAILING 1 . FOUNDATION SIZES ARE BASED ON A IrIAYIMUM TOTAL LOAD BEARING PRESSURE OF 2500 P.S.F. 2. ALI FOOTINGS SHALL BE FOUNDED EITHER DIRECTLY ON THE UNDISTURBED NATURAL SOIL OR THE roil rf, I s ` Y - EXCAVATION BE BROUGHT UP TO GRADE USING THEA EXC UATLD MATERIAL COMPACTED IN 9-INC H LIFTS TO A DRY DENSITY OF NOT LESS THAN 95 PERCENT OF THE MAXIMUM AASHO DRY DENSITY Joist to beam or ledger Simpson h,�nger se.e plans\ FOR THAT MATERIAL_ . THIS FILL SHALL- BE EXTENDED FOR AT LEAST 10 FEET QEYOND EDGE OF tr Blocking to• 16 or 4-8d plate 2- FOOTINGS AND TERMINATED AT A SLOPE OF 1. VERTICAL AND 1 HORIZONTAL MAXIMUM.0 Blocking to joists each side 3. EXTERIOR FOOTINGS SHALL BE FOUNDED WITH A MINIMUM DEPTH BELOW EXISTING OR FINAL GRADE 2-16 or 4-8dkM 10 OF 21-61, , BOTTOM EXTERIOR WALLS OR GRADE BEAMS 1'-u" BELOW EXISTING OR FINAL GRADE. Top plate to stud - end nail 2-16d 4. NO EXCAVATION 5HAL1 BE MADE BELOW ANY FOOTING CLOSER THAN 1 FOOT IN ii ;'EE"T SLOPE. ''ONC9ETE Stud to sill plat( -toe nail 4-8d 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM ?H-DAY COMPRESSIVE CYLINDER 51-RENGTH OF 3,000 P.•5.1. Doubled studs - fact nail 16d C 24" o.c. ?. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDE-D PER EACH DAY'S POUR AND/OR 50 ~� Doubled tor, dates - face nailCU. YDS. CYLINDLRS SHALL BE TESTED AS FOLLOWS: 1 AT 7 DAYS AND 2 AT 26 DAYS. CYLINDER 7' L \ c'j 16d ( i6„ o.c. STRENGTHS SPECIFIED AHE 500 P.S.I . IN EXCESS OF DESIGN STRENGTH USED TO ALLOW FOR �0 � T -�i Top plates, laps and intersections - face nail 2-16d LABQRA-DRY CURED CONDITIONS. r'oi.rh .,"•'�� G•S (C/7 16d D T/6wre0� Continuous head9r - two pieces 16„ o.c. along aa, edye. i. CONCRETING P,ETHLOS, FORMS, AND SHORES SHALL BE IN ACC=ORDANCE WITH ACI 318-63, LATEST EDITION STANDARDS. Built-up coiner studs 16d M 24" o.c. CONLRETE REINFORCING STEEL 1 . ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615-68 SPECIFICATIONS WITH A MINIMUM \ Plywood Hoof Sheathing YIELD STRESS OF 40,00(1 P.S.I . Outer2. REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN) : Outer two bays blocked 4 edges of each sht. I Od C 4" A. REINFORCE ALL WALLS WITH A MINIMUM OF } OF 1% STEEL EACH WAY PER CRO55-SECTIONAL is,_3 � �` \•''~ \ � interior of each sht. 1�lAJd C1 12" AREA OF CONCRETE. Interior four bays unblocked C edges of each sht. IOdB. PLACE 7 - #5 CONTINUOUS AT BOTTOM, TOP, AND AT DISCONTINUOUS ENDS OF ALL WALLS.C interior of each sht. 10d C'N 12" C. PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSE=CTIONS FOR WALLS EQUAL IN SIZE AND P�or��H PoLFs w,(, Nt•A�Y Stagger sheets, see plan:, for clarifications. NUMBER TO HORIZONTAL REINFORCING.- -Y - _ D. PLACE #4 BENT DOWELS 1'-0" X 2'-6" AT LO` O.C. FOR SLAB-TO-WALL CONNECTION AT ALL T Itrvt�fOAtiK�-%" SLABS ABUTTING WALLS, UNLESS OTHERWIG:. NOTED. 3. ALL WELDED WIRE FABRIC SHALL CONFORM 10 ASTM SPECIFICATIONS A•-195-6H. J ` All bolts plates of foundation ache x lde M.B. 4 '-0" o.c. 4. ALL REINFORCING STEEL SHH'_L BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE IOITH ACI i � IS �NAIIB�^� All bolts ehall have plate wae.her under all nuts and heads brcjring on wood. DETAILING MANUAL 31E.-6 5. O _6 ` '' A. ALL HOOKS AND BENDS SHALL CONFORM TO ACI STANDARDS !1NLESS OTHERWISE SHOWN. / \ \ B. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. C. REINFORCING STEEL SHALL_ NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES. ' `uUY D. CONCRETE COVER SHALL BE 3" + ;" AT BOTTOM OF FOOTINGS ?" + " TO FACT OF WALLS ON pnLF -- POLE _ f } BACKFILL SIDE, 1+�" + }" TO INTERIOR FACE OF WALLS, OR CENTER OF WALLS, SEE FLANS. T STRUCTURAL STEEL 6vY 1. ALL STEEL SHALL_ BE P,STM A-36 DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH, AISC �, ��S� ,S k ' MANU11 , r'r1IFA1T11 LOT7TfI '. 2. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS, IN ACCORDANCE WITH MINIMUM AW5 SPEC- -•-� R•,\ � g \\ \S/ IFICAiI0N5. POV/ go �S GLUED LAI`,I'JATED MEi OERS � ,fT 9 1 . ALL. GELLED LAMINATED MEMBERS SHALL BE OF F 2400 GRADE, FTA 56 D , D_ ILED, FAL'RICATEO, ANG ERECTED c4„ ^'.�� ,., i ` Mr'rE • � �� TOLE oFreNt ,e• SVV*r IN ACCORDANCE WITH CURRENT WWPA STANDARD SPECIFICATIONS O;i GLUED LAMINATED DOUGLAS FIR N --- - , ---- ----- -- -- 's' �S Fow,-" FrAt - h �/ TIM9ER 11L IC"r ,�� / ='•�'� .'. ALL GLUED LAMINATED MEMBERS SHALL BE NOTCHEt), SHAPED, AND FINISHED I14 ACCORDANCE WITH PLAN; . FABRICATOR SHALL_ CJQROiNATE CONNECTION DETAILS I,IITH MANUFACTURER OR FABRICATED F ,C cr�F � Ch`JNECTORS. LA 7 qt of 3. ALL GLUED LAMINATED MEMBERS SHALL BE FAL.91CATED WITH WATERPROOF GLUES. ��7 1 ;,- 43 43i Iswi 4. CERTIFICATES OF INSPECTION FROM AN INDEPENDENT TESTINJ LABORATORY SHALL• BE REQUIRED. -__ _ ! _-_ 1_- - -•-- c: S. CONNECT ALL JOISTS TO BLAMS WITH SIMPSON STANDARD U-STRAP HANGERS TO DE=VELOP FULL. TOTAL LOAD REACTIONS, UNLESS OTHERWISE SHOWN. SAWN LUMBER 1 . ALL SAWN WOOD SHALL BE COAST DOUGLAS FIR LUMBLR INSTALLED AS REQUIRED ON NAILING SCHEDULE, ON FLANS AND DETAILS, AND IN SPECIFICATIONS. 2. GRADING SHALL BE IN ACCORDANCE WITH WWPA 1970 STANDARD GRADING RULES. Ikil 'Li 7.�' A. GRADE NO. 2 AND BETTER - JOISTS AND LEDGERS. �� +�' ` ! 0. STANDARD AND BETTER - STUDS, BLOCKING, AND FIRIDGINr. a. ALL LEDGERS AND SILL PLATES SHALL BE "CHEMONITE" PRESSURE TREFTED OR ARCHITECT, APPROVED '�- EQUAL . MAg - STRUCTURAL PLYWOOD SHEATHING ALI STRLI' TUPAL SHEATHING SHALL BE DOUGLAS FIR PI_YWGOD OF STRUCTURAL_ I1 , C-C EXTERIOR (t� 8'APPlE ri r) U£5 OR STANDARD SHEATHING W TH EXTERIOR GLUE GRADE OR APPPOVED EQUAL, AND IN ACCORDANL'f_4 6•AA� 6.. E WITH UNITED STATES COMMERCIAL STANDAhOS PS I - 66. �.;. 2. STRUCTURAL PLYWOOD cHEATHING SHILL BE INSTALLED AS REQLIIRED ON NAI'.TNG SCHEDUL! , ON _ IS;- PLANS A.ND DETAILS , Akn N SPEC'FICPTIONS. GENERAL. I. GENERAL CONTRACTOR SHALL BE RF ^SPOJ.,�� ISLE FOR VERIFYING ALL DTMENSIONS AND CONDITIONS ( S WITH ARCH]TECTU AL. . r ECHANICAL , AND LLLCTRICPL DRAWINGS. 2• INCA.IDING OPENINGS) G� i P �'�"4� � � SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING ,STEEL, STRUCTURAL STEEL, AND GLUED 36' /N£ CT) LAMINATED MEM5ERS AND CONNECTING HARDWARE, AND SHALL PPE APPROVED D P RiOR TO FAE3RICATIOro. 4) 3. THIS STRUCTURE SHALL RC ADEQUATELY BRACED FOR WIND LOADS' UNTIL THE ROOF AND WALL UNITS IX HAVE BEEN PERMANENTLY ATTACHED TOGETHER. i 1 00 lo, � 4 �, I �Q'• �• I 2i' l� o' ^�'! l 9i Lei . I I `• /moi �� , l �/ l,i �a:•- i\7 / \�/ �CL •/ % Ci \ Li p5 �I bi R� Ai � u'I # '��, '�' '', r 1� r 1 •� Y' ,� ' - ��' �,�./1. SET•. x 1A A � -DR L O T OA R c- C [ IRA MM DEC. 2?_ , 19 5 �1 CAL<r �!/RVrY B'i W. c. McMr)IviGL_E 110 �ayo5 5. LAI SOMME F?� r asen & ELSS0C3iVLtE) olan f e,,L clravvrn by F a- rolaitelots fa oheckect by 'f 72 - ! c7 nc) rman e krause asf3o� i �,ta - job no. �- -- MAY I, I 7,Z - �� av: llF�.1-IHS- M fZQdC�, -T i G-=,'� 9 Ca.�'Fn' 1. e E3 a n w kearney portland Oregon ��t' Of I MIN IMj .y .,vi r1 .w+Fr•.rr.tiw.�r.r..w....�.is-.i Tom, III+III IIIIIII Ililtll IIIIIII IIIIIII VIII IIIIIII! IIIIIIIIII�IIII IIIIIII IIIIIII V III�.I ! II Illltll�ll IIIIIII VIII IIIIIII Ir�.IIIIIII I, Illll�ilf� l II' lllilll IIIIIII IIIIIII IIIIIII •(tel N11• NOTE: IF THIS MICROFILMED I _1� I� `'�L�--I--- "1-- - I --- �1 I Cj� tjI I {•'T II I (�� 1.�I - -I-- 1-1I 1r I rR - - L_ _� : AWING IS LES., CLEAR THAN THIS NOTICE, IT IS DUE 10 THE QUALITY OF THE ORIGINAL r�I►II TI II �� I ► ,IIT 10DRAW I NG. E Z LII S TT ? 6 ll I1IIIIIII.IIIuVIIITi�4ll►�I,..,T , ISI IIII�I �IIIIIIIIIIIIIIIII� Illi►Il► . . JUNE 26 ) 1990 i I oz C>'.. 2 � JC�rI TH I�:K• - ►.o��Gs, ;Z 1 N �. �T� s. I►-1 G p,� gu co►.IT. 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Nry I I bIilil►} �`� I'v DRAWING I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL -- -- --- r — - - - --- - -DRAWING. G8ZZI ZI,, ' It iY ii i iZ i iiii�i i� iiii �iiiiiiili1iiiiii�l �ii�iii�i�„iiliiiiiiiiiii iiiil iii iiiiii�ii ii��liiiii�i .N,ii�iiiiliiii ii►11i ��IIIIF I��I��nl��ji , i�il 1► a ii�� i�ii�i�iiii�iliiiiii��li;iii,iilii�iiiiili� iiiiiil,iii��ili,iiiii►liiii�iiiiliiiiiiiil�iil ��w �.,+"bra JUNE � 6 1990 � - , I C�`v"tiJGATION F P,'r?"ll t „41 6,; 5 ERVC E .# /AB's k. `tE T 6 r NArap,,A1. Ci✓ ,5 `U. flu/n8/"( vac/TSP✓,CTOAI� To PA ti" � Ae.�:a.� ' .-,. c'�;r ;FNS' w � • __-_ _--• ----- - T.. iP�Of D�E'�le 1 �:" _. ._ _�_ -.._. - ' . �� ROOF �A r�l T' �,� O - - - - /ti�, A S SNUlOFF 4„�- p10 1'2%s''G• E I N X FF"/T e>,� aw »� cam./ T/cG'S !` .. ,9�",,� TC'F/.v FGIE: y �R/1� ri4_VE 4 �flr- oFfSET UNoc; ! 4" 7 F - 9 f -+r--- y '�� <' 4`' ,A4N. P/f'E �N.• OFFS TRUSS 4 �;i , P��^Ek' F GR ND NUG Off'. 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