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By —-- - Date t PUBLIC .^RKSDEPT. /\ O IAL �I0Y/ �4.,l ct&&` By Date )*ItG 160BUILDING DEPT. HY Date DRURAL FIRE DLP: . By Date 0 ~ } APPROV,D F0 I :.J1T01, r• I . - --�^,^-.�.---•-- -.:. ..: -- -_.--- --- -_� �rINO �.-_-•_ '� ,.--"'- -. �,.- CLi Gl' 'liGl..D _ !SCI UL.ZE" ` �y � � -� � ` _- ' . �N pfl,lesf�r�NT) ' 11'I®'M�M,.I � � � % �_ --� 5 � IT # ADDRESS ` T W _ OFFICE(- m. Kill ,y - C fL � _ COMPLEXa � y 1 s - — mM a .w.Gt IT, * ,��%' FF1 E it. Willi - -- - ''` - - -- -s- '"i" h,o w -- - - ----- ��--- ---'r�' IS CGNi1N6ENT ON APPROVAL CF �I! CONS RIUCTIONf AS NREQIIIAEUMRT APPROV FOR CONSTRUCTION — a Vto V - 'S►i�ll ,A�G/ _ THIS — l��I ORS 418.155. 11 a/ v ITY OF TIGARD ( - f, W 101 P- I.00r ---- �i I 1Av /a Il ^� � _ Proj� 9iimber ^10 '' b GiJFa61 (Or \ F • �° Building must be completed SITE ADDRESS p a . 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OC 6Z 9Z tx !>� �Zr, trZ EZ -2Z fZ OZ 61 BI L1 111 fJI -rl -E:I z II 01 -6 9 -L --9 - S Ir E . -,- ,►IIIInIInllllnlllulliirrllNlllllllluulllllllllllfll�ful,lullme�lrNlru�wllllrullnllllNI1111,�tlllllut�ll�lllIIIIIIIIilnlllulllnllittllll11f1HIIMIlII111IIIItIIIUIIIl1�II11IIIIlIIIIIhII�IllIIIWIUUIII.,hIIIIIIIIII11111ntbllllHl�Ut�Tl�llllll�!l�1lIIIlIIIIIIf � ■ id u1991 :.:. ._., .�.'ti� L�y..l. -'.�. . :4.:::, . ...".:..",:. ... .,..:".An:li.::;rv.iiYkC:.w�iWf®uY:7ACIB➢aAiiY" ., ,�+yuiau..aupuwNwWMw.'or«a�pu�w�p..wriw ��pR% � i �i dj PE IFI ATI N 02 . Prefabricated Trusses . a . Design. By tru,.s manufacturer meeting indicated requirements . b. Shop drawings. r,ubmitdrawings showing connection details . 03 . Glued Laminated Beams. a. Grade combination . 22F. r /1 Scholze Office Complex. 03. Cast-in-place Concrete. a . Adhesive . Wet use . V� Tigard, Oregon a. Mix. Design by concrete manufacturer . C: c11v b. 28-day compressive strength. 1,000 p. s . i . 04 . Exterior Wood Siding. 1 X 6 Cedar channel siding, tight-knot , ppootflcations. minimum 24x in twenty-foot lengths. �• c. Slump. Maximum four inches at time of placement . 05. Particle Board. . A Fav d. Maximum aggregate size . 3/4 inch. x4vli 1 . General Requirements. C 0 e. Accessories. Asphaltic expansion joint material . ASTM D-994 . a. Type I , Grade A, high density underlayment . Q Codes . Compl.y with the Oregon State Building Code and city of . " N d receivE c airificatian fran the f . Finishes . b, thickness. inch. 04 Tigard rQquiremente� . , Notify an 1 discrepancy between the Contract Documents and m Architect for any discr p y 1 Floor scab. Light Steel trowel . Ofi . Finish Carpentry . � N governing regulations . 2 . Sidewalks . Broom finish. a. Exterior locations . Use cedar products . % N 02. Permits and Inspections. Secure permits sand inspections Division 4 . Masonry. b. Interior locations. Use vertical grain fir as indicated . 4± required to perform the Work . V L V O Not Used. 07. Casework. Comply with details and elevations indicated. C N 03. Drawings. The drawings approximate existing conditions and demonstrate intent. Verily all existing conditions before proceeding. Diva �ion 5 . Metal:c . Division 7. Thermal and Moisture Protection. . O � VCD �C'7 Notify the Architect of discrepancies as soon as discovered . 01 . Insulation. Fiber glass batt insul.atio.: . H�j �..i 01 . tliscelleneous Connectors . Fabricate as indicated and required 04. Workmanship. from A$T!' .A-36 steel . Conform to the standards of the American a. Ceilings. R-30 . a . Perform all work in compliance with currently accepted Institute of Steel Construction and the American Welding Society . b. Walls . R-11 . standards of workmanship. Division 6. Wood. alid elastics. C. Perimeter &4.". .SE.�' �TTi�ICHE�O sIyEET b. Comply with manufacturers ' recommendations for sound, functional 02 . Roofing. 26 gauge pre-finishecl metal roof . installations. 01 . Rough Framing . O 05 . Materials Delivery and Storage. Store all products off the ground a , Lumber . Div. sion S. Doors and Windows . As indicated. �- and protectee from the weather. 1 . Species. Douglas Fir-Larch. 2 . Moisture content . Maximum 19% . Division 9. Finishes. 06 . Clean-up. At the completion. of construction., remove all refuse 3. Grades (Western Wood Products Association) . All sizes from the site. are nominal . O1 . Gypsum Wallboard DiviBion 2 . Sitework. (a) Light framing . Studs, plates, blocking , furring . a. Thickness . ~ •� 2" to 4 " thick X 2" to 4 " wide. Standard and better. 1 07in k 1 . Walls. � inch. S/8 inch at 1-hr. fir!► i*sllst1ver w!!Yts. 01 . Excavation. Excavate to dimensions and elevations indicated. (b) Structural joists and planks . Roof joists and 2 . Ceilings . � inch. rafters, floor joists, blocking. 2" to 4" thick X b. Use water resistant gypsum and Janitor Of. Topsoil Removal . Remove topsoil from all areas to receive slabs 5" and wider. No. 2 and better . and paving. room. 11 r (c) Posts and timbers. 5" X 5" and larger, width not C. Use Type 'R ' fire resistant wallboard both sides of 1-hr. t ��%,,. more than+. 2" greater than. thickness. No. 1 and better , � 03. Fill . Fill under slabs and pavemen�.. Use only non-expansive, fire-resistive walls. granular material which is free of debris and organic material. . I X o maximum density (ASTM D-1$S7) . 4. Appearance framing. Use appearmnce framing at exposed d. Installation. Comply with the requirements of the Oregon Compact to 95 f Y locations. State Building Code, Tattle 47-6. S. Use products pressure treated in compliance with UBC 04. Backfill . Use non-expansive. predominantly granular material which standard 25--12 for all locations where wood is in contact 02 . Finish Coatings. is free of debris and organic material . lace in s cn . with concrete, masonry or soil . a. Exterior. O • ris cont penetrating stain . ��? Oliftfot more than eight inches. r b. Framinghardware. Simpson, Bowman or approved. �Jll� S%: ' P PP b. Interior. 05. Grading. Grade areas around the building to provide positive C. Nailing. Comply with the requirements of the Oregon State , 1 . Wall surfaces . Latex paint, two coats. t5ee finish schedule) 4 • slopes away from the building. BuildingCode, Table 25 P, unless otherwise indicated. T 2. Wall surfaces. Enamel paint , three Coate. (See finish 06. Concrete walks and paving. See Division 3, Concrete. 02 . Plywood. schedule) 3 . Woodwork not prefinished. Sealer and penetrating stain. 07. Asphalt Paving. Comply with the Oregon State Highway Department a. General . Use plywood bearing the DFPA edge and back stamp. 03. Ext-onion gypsum wall sheathing. stand;erds. Use plywood complying with product standard PS-1 . b. hoof sheathing. a. Size. ' X 4 ' X 8 ' Division 3. Concrete. ate Building Code Table 47-I. 1 . Douglas Fir plywood, 4 ' X ' , nerior type bonded ith b. Nailing Com 1y with Ore on St 01 . Standards. In addition to the Oregon StatR Building Cade, comply exterior glue, panel identification index 32/16. with the standards of the American Concrete Institute and the 2 . Thickness. 5/8 inch. 04 . Acoustical Ceilings. Steel Institute. c. Wall sheathing. a. Orad size. 2 ' X 4 ' v Concrete Reinforcing b. Thickness. 5/8 inch. 02. Reinforcing. 1 . Douglas Fir plywood . 4 ' X 81 , interior type bonded with r exterior glue, panel identification index 24/0. c. Rated ceilinc . Use fire--resistive panels where indicated . (� 0 a. Deformed bars. ASTM A-615, Grade 40. ,; 2. Thickness. � inch. V b. Welded wire mesh. ASTM A-185. a. .� d. Floor sheathing. Divisions 10 - l4 �-.- 1 . Douglas F;:r. plywood, 4 ' X 8 ' , interior type bended with w. exterior glue, panel identification index 32/16. Not Used. � .� IL tl� �.. 2 . Thickness. 3/4 inch. IL - �---. .... ._. .. � meq► O ZZ � v Q e Project Number- 181P'1-;p to , ,�LiL, +' r:2 . i M 1. 1,* 1'•.I C. •. 't3 eq.OIC.POOTNNO,anew OHS ,° �gg1�w�. .x.e.wlrwur+•.•,••:wRn.e.wwsw �r.a.ew+r..avnn.,,:•,. MLrw�M.+1�,Ais+Y�MMn.,• M*Mldlwlwwa#all{ nw,w■.ww� ,••'", - I NNW- Jill 111)111111111 oil 111 1111111111111111 111 if I I I I I I1 1l1111111111I P�IIIIIIItIIIII(Ill11 1I ,I1 1111 IIIII)IIIIIIIIIII III III III ��� III III III ��� �!� II1 �!� I ! III IIIItiI l NOTE: IF THIS M IC170F. LMEO _..... �.. ._.r.3 4 5 6 7 !8 9 I0 DRAWING IS LESS CLI'AR THAN r THIS NOTICE, I1 1S DUE TO TN' QUALITY OF THE ORIGINAL _ DRAWING. 0C 6Z 9Z LZ 92 SZ bZ EZ ZZ IZ CZ 61 BI LI 91 SI 1►I EI Z.I 11 of 6 A 1. 9 -- .I!111u1�nIIImIIlnllliillnn�IulIIIIIIIIuII►nluNlulllul�Ilta�udun�ullluluuluuluulnllluulll}Illlulnnlnllll�Ijlnnlu11I1u1�111IIn111uuIn111uuIu1�1n1I1u11unIu11�1ulIIWIUIIIIulllulllu111111I1111I1lllIH•niliUlllU�lI11IWl�lI11IlI11llllu�w ` y APRIL, 11 991 1 .Y.�_.._ _.. _._. ,,.,suE�ur•. -.w.•- -...�.�! .- ,�w.. .,.".,,,_.. .,r :: - _ _. �,id _ �L skv -'•,� o sig. � �7 ¢"�