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10371-10487 SW NORTH DAKOTA STREET .r - 41 �� / too 7 f ` / s a __-- - -- -- Y0OLJ-�3 L G= 7,Q VC5 12 V�'•, -. 1 4.4`r'.�,�5 4,X oj'7'�'f3cAlzA • 04 4here the . roaf trusses are para "' 1 el to the 2 hour area separation wal 1 s 5 the trusses and elements supporting the trusses shall be not less than one-hour fire resistive ....,. .Nor..-.._1�.••1. ... - on structibnfor a ' width of not less than 5 feet on each side of wall . -Two layers I �fhouTgypsum wallboard are required under the trusses . 2 I _ . . 2, SST. I •_- -__ - -- - - - __..._ .M__._..r_ _ 7 :j:;1 ► '_. �: c ice. t t • i .� �-C� �`. A. f/L_G �-/!J. ,►'erg^ S/ � . • s': Penetrations or openings in sound control iassemblies for pip ng , electrical c( L-- �• duct work , etc . shall be sealed , lined , i nsol ated or otherwi treated to mai n --- the required ratings . Recessed fixtures , olltl etsl or items wh ch penetrate the + board shall not he 1 nr.at�ed back- to-�ack or : 7 n the same stud cavity . r Ax I I Or✓ an TN I'"'rAC.G!v o/'"* k/s�t...,L.., ' I I I .__.�< �r • _'��.._.... - � .._ ... �n____._:w:- - :, s roo •G �'/...:��' 1"I t/a f-,�OU� I l/.4 L,L. L/Pr;>A 7,gD / r S ll, . AboeTH ,�'a{7A � F;4A �v vim1V dp �,� T; \VAi.•. ,�••—,�1 I N40'L=. coAR'rD4=-, 4=7 `!`7• ems' o • , � r t 6-Il 45 4114, .�T• ,�c•� fe Z>&40 yah rr'�W MO., .t may I ' / � v �f � ' '�.,.} i'•..•../r -<L/A:5 7 rV� 7W/de t)��l/V IAJA .•_ s•...... � twI�' _ _ tow ' I I I � I I I I I I I I I I I I ! 1 1 1 1 1 • 1 I l i l l l l l i l l l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I ! I I I I I I I I I I I I I � I III 1 1 1 1 1 1 III III 1 1 1 1 1 1 ( III III i ( ( i t ,�• � ~ � .- • -. :��.M-:�� • -- =-- ., III III III III III I I III I I I I I i l ( l I _ I I I I • I I �1... � I �..• � I � , _�._- �... >,. NOTE :. I F THIS MICROFILMED 1 2 4 5 � 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z L Z Z Z T, �Z Z T Z Z 1 6 T• E3 [ L I '111119 S T l DRAW NG, ILII Ill"' ILII Illi ILII ILII illi ILII ILII ilil ILII ILII ILII ILII IIIIIIIII ILII ILII ILII ILII Ill"' illllllli ILII IIII��," 'III IIII1IIII II ILII ILII III^I 1111 " 1111111II 11II I Ill�ifll Illl�lfll II I it ILII ill"' Ili"' illi Lill ILII Ill"' II I I II 1 II ills Ili"' 1111 1111 ILII ILII ILII ILII it • N 4``/. O FL LJ0A4�'S�, fJ — L I /L'H T 1 A-A C TOFr'r' ASIA//4`H4ffO x7C /-4 9 � OCIL A.-Ad le 461 �O• �o Pl2ES�L .5A Q i 1� N IVA oT 101 D 1 12 T. J. DE KANTER y PORT AND, OREGON of 010 MA lk pI � Ii iIili � i I � F � 1"' 1 I � � I NOTE . I F THIS MICROFILMED 4 '� �---- - 10 11 DRAWING IS LESS CLEAR THAN -- - ----- - -- --- ------ - - '�r THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL g 41 Z DRAWING, IIII fill Till ILII IIII IIII IIII IIII Iili IIII Till IIII IIII IIII Illi IIII IIII Ilii IIII IIII IIII Ilii IIII�IIII Ilil�,�. SII IIII If�l Illi Illi IIII 1111 I SII IIS �IIIIIIII Iill IIII ILII IIII IIII Illi Ilflll�li 1111 Illi IIII illi I,�!��III IIII (ill IIII Illi IIII IIII illi 1111 � . JUNE 29 1990 im Ll , ` ` �..�`1R".'^", 'Ra..., ..1R97i�E11: ,-Y"�...n'"n•"�•� I'K. w ,a G � t [� GV 1 I 6, If J�4 r fir krlf�' 1yh / J7 3 - O ,1 l� Ar A-fA 1 � l I I I / r A �► r �� - -- __---- li 1 SOL TS /�/TO N'S►'.LO/V /.�✓�'CQ TS. +'�Tir4/Vi4i�4 Q� :ST.i4/IT.�4 l L.. �-,Q�c ,oN �f�RJS A�T CGti1G'�QC T� y�t,C�/t1NCS ALLOIVCO 3 3 �R�. /g Ai1.4 X/MUAi1 ti i ------------ ——— _ 000OC�Ur j4=/.2 - D _ • , '� 101�.. ��, n rr T. J. DE �F�IITLi� PORT t M, OREGON OF , lb .. ...✓' ' 'iJq 1 ?R f i I.� M MLa i � �� � � � � � � � � � � � � i + � � � � � il � i � � � ii � � � � � t� ii � i i � ii � i i � ii � i iii iii iii � � i � fii � ii i iii i � iili iii iii iii iii i i i � i i iii iii i�,i• i � i i �� � i i iii iii i � i � i � i iii � � i i � i � � '� ��.- -- .. :�.,�.� . . ; � , ; NOTE : IF THIS MICROFILMED �, �# � � � 1 1 1 • DRAWING IS LESS CLEAR THAN --- -- -- ---- -- -- - - -- - - ------- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 9 Z Z Z 4 ZZ Z I Z Z 6 I I L I 1 i E I I 11 t 6 r$ L 9 Q f Z ._ • �::_.- DRAWING. 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IIIA Iliillll IIIAIiII IIIAIIUIIIA Ill! 11111111 Illlllllllililliillllllillii III) IIIliililiilllll illlliil lilillllllil111111111�1111111111IIIA IIIA IIID,, 111111IlMllllllllilllllli�f i If'i III! IIIA III � V1. JUNE 49 ~, � ..t. � .1 ......,,F.. .., ,_- ... ....w� .��,� r 1 � _- .. .. --. y .. - �, ..�. .._ .'w4-....u.., .�_....�.... _. _ .+.• - . .._. ,�. ., - ..........,.. .. ...._. rr........ ... .._ ..._._._..,..�.. ._.tiW....w.. .fir .. t iAV ttt s c 1 1 b9 7 I I t 1 V I I� 1 V I I `O I • 1 ` 1 1 � O /NL.>US IA,4- T"r1A=14j- ----- -� �k 3��•► %gN �'TCCL TLJB C FSA/N TiC'L� N/TN COLOQ .4::Y SGML CCTCO 6o7a x /,Sp ANC�yftlZ BOLT'. r i X 2 O x . d L? �OdT/N I I 1012 T. d,. DE KANTER (J PORTLAND, OREGON � i087 _l szsti ��4t OF fjo 4. .. - s .. .,.._... r.-,: ;r';,r. . spucss - .a.rvsq.-* r , •ate � �' illIillISI ISI I � � � � I I � i ISI ISI I I I I I I I � i III I �!, lil ! I� II � I iii Iii i � l � l � i i0i Iii � � � � �.. a �_._ �x.4�.---.� _. • �� �, •. _.. j I I I I i i I ill Jill ISIIiiiIii ! i I l_ � �I • ( - � I � i � n i NOTE . IF THIS MICROFILMED 1 � 4 � � � 10 11op DRAW I Ku IS LESS CLEAR THAN - -- --- - --- - - --- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 9 ILII IlUllllllll illlllll Ilil illi IIIIIIIIIIililll tlllllll IIIIIIIIIIII III�A IIII ���� IIII IIII ILII IiDRAWING. illllll� llllllilllill1EtlllllTlll IilITll�I Jl illi ILII Li'1111111' 6�lll IIU 1,111111111,111111111"11111111 Llll I►Ili9ll lliilllqlillilllilllllillEl ' JUN 29 I111 � s � .." ,,,* t ►•, I 1° �' 1 990 �th;;vt�c;«»«,.0>.nw_,.s,s..-.•„� _..-.,..n.�wsw��.t -. ;� - fI p e ".Jam 4 .... ..r.. .. ..q...r--".?•"- -T,.- I"pow •r�f1� • �.,...w,w.y Q v w..w.•.v,y.,-tea►. ..r -.- . - ...».w- ...:•.. .... .....r . r. PRI Fire Sound GA SKETCH AND DESIGN DATA sting Rating File Fire Sound STC No. DETAILED DESCRIPTION Construction Type: Gypsum Wallboard, Wood Studs Base layer 5/8" type X gypsum wallboard or veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 'i " apart with 6d coated nails, 17/s – -- 55 long, 0.095" shank, 1/4 " heads, 24" o.c. Face layer %it type X f t0 WFC 3820 gypsum wallboard or veneer base applied at right angles to each side of studs over base layer with 8d coated nails, 23/8" long, 59 0.100" shank, 1/4" heads, 8" o.c. Stagger ioints 16" o.c. each layer and side. Sound tested using 31/x" glass fiber 0.75 pcf Thickness: 103/4" stapled to studs in stud spaces on one side and with nails for Approx. Weight: 13 psf base layer spaced 6" o.c. (LOAD-BEARING) Fire Test: See WP 4135 Sound Test: NGC 3056, 4-7-70 Construction Type: Gypsum Wallboard, Wood Studs `---� — Base layer 5/8" type X gypsum wallboard or veneer base applied at right angles to each side of 2 x 4 wood studs 16" o.c. stag- } } ered 8" o.c. on 2 x 6 wood plates with 6d coated nails 17/8r, ! 2 50 g P � I long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X HR t0 WP 3910 gypsum wallboard or veneer base applied on each side at right 54 angles to studs with 8d coated nails 2%" long, 0.113" shank, 9 �� �� �� Thickness: 8" /32 heads, 8 o.c. Stagger vertical joints 16 o.c. each layer and side. Sound tested with nails fuer base layer spaced 6" o.c. Approx. Weight: 13 psf (LOAD-BEARING) Fire Test: See WP 4135 Sound Test: NGC 2377, 5-19-70 Construction Type: Gypsum Wallboard, Wood Studs Base layer 5/8, type X gypsum wallboard or veneer base applied + �� 40 at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.085" shank, 1/4 " heads. 24" o.c. t0 WP 4135 Face layer 5/8" type X gypsum wallboard or veneer base applied 44 at right angles to studs over base layer with 8d coated nails, Thickness: 61/8" 23/4" long, 0.100" shank, 1/4 " heads, 8" o.c. Stagger joints 24" Approx. Weight: 12 psf o.c. each layer and side. Sound tested with studs 16" o.c. and Fire Test: FM WP 360, 9-27-74 with nails for base layer spaced 6" o.c. (LOAD-BEARING) Sound Test: NGC 2363, 4-1-70 CHASE WALLS, NONCOMBUSTIBLE Construction Type: Gypsum Wallboard, Metal Studs 5/8" type X gypsum wallboard or veneer base applied parallel I to a double row of 15/8" metal studs 24" o.c. and 61/4 " apart with 1" type S drywall screws 8" o.c. at edges and top and bottom runners, 12" o.c. in field. Stagger joints 24" each side. 25 ga t 50 x 91/2" long runner pieces located at 1/3 points used as cross r' lni 1 to WP 5015 braces and attached with two No. 8 x 1/2 self-drilling steel screws HR at each end. Optionally 5/8 self drilling steel screws at each end. 54 Optionally 5/e" gypsum board pieces 12" wide x 91/2" long may Thickness: 103/4" be used as cross braces fastened to stud pais with three 1" type Limiting Height: 16'0" S drywall screws at each end of brace. Sound tested using 31/z" glass fiber stapled to one side in cavity. (NLB) Approx. Weight: 51/2 psf Fire Test: UL R4024-13 Design U•1.20, 11-1776 Sound Test: RAL TL 76-155, 6-3-76 27 Mawr ..ri ... •,k Fes' •` �' I .! ' `) l l l� l l i I ( III ( I I I l l l l l I l l l l � l I l t III Ill III Ill I l l � l l l Ill Ill I ( I ' Ill ill Ill I ( l Ill � I I ' I ( Ill III Ill Ill Ill III 1 1 1 1 1 1 Ill III I� I III. �• P 1 1 ! III Ill I l l l l l l Ill Ill ( � ) { �, �',, �.•..—.�.w_ - . NOTE •. IF TH J S M I CRO F I LME D 1 2 I 4 � _- ._-.-- r� • j DRAWING IS LESS CLEAR THAN - - --- -- -- ---- -- - --—• THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z 9z " ZZ 4 Z Z i I I I -__-- 6' - L -- 9 Q '1'11111111 '1111" - b,•__ DRAWING. I , �°I� IIII IIII 1111 111111111111111111 1111111191 11111111I 11111,1111!I1111111'Illlll IIII IIII IIII Illi IIII IIII Ills illl IIIb,, SII IIII IIII 1111 Illi IIII IIII 1111-I ��� IIII IIII IIII_ IIII III! IIII il�llllll Illi IIII IIII !!ll IIII !I!I IIII 1111 IIII Ill! IIII 111! IIII '1111 11111 lll! � .. E r JUN 99 0 r e 29 ) 1 ,,,, ,' - - . ,., >,�.nP•.Iw,nor?,+nx,n•1,+ .5Ap41q'p^ ` ' „ p,�M+,„�•.e,_ , ,.. _....,.s•a..aasel�p�• . ,.•-moi , _ - _._. Ir- -- �rr.�w+-..wn_.._�-... . w ORW Vol in.,11M -W. ....,,,. .-.•w.-.�,w...�s.w�n+w,.w.. ..+�+.....��.._ .vr;••.. ... � . .,..s-_ -a... _.._ .._.�wW Mr.+...«•�•..r.�,.yjy'. +-nr.+ww`• ..�... .. :+w�+•.w+..• .....-....Ir..a....-....... ....._..r. r _. _ _ ..-.. .. . .. . .. M Fire Sound GA SKETCH AND DESIGN DATA sting Rating File Fire S STC No. DETAILED DESCRIPTION Sound Construction Type: Wood Joists, Gypsum Wallboard 1/z" type X gypsum wallooard or veneer base applied at right angles to resilient furring channels with 1" type S drywall screws �. 55 12" o.c. Wallboard end joints located midway between continuous FC 5100 channels and attached to additional pieces of channel 54" long t0 with screws at 12" o.c. Resilient tu,,ring channels applied 24" Approx. Ceiling Weight: 3 psf 59 o.c. at right angles to wood joists 16" o.c. with 5d coated nails, Fire Test: FM FC-150, 2-16-71 15/e" long, 0.086" shank, 15/64" heads, two per joist. Wood joists Sound Test: G & H CCA-17 MT, 3-24-73 supporting 1/2 " plywood subfloor and 11/2" cellular or lightweight IIC & Test: (70 C & P) G & H concrete (115 pcf) over felt. Sound tested with carpet and pad. CCA-17 MT, 3-24-73 Construction Type: Wood Joists, Gypsum Lath, Gypsum Plaster 1/2" 1:2-1:3 gypsum-sand plaster applied over % type Xgyp- sum path and 3" wide woven wire strips over joints screw attached _ — FC 5110 w;Ln three 1" type S drywall screws and diamond washers per path per bearing to resilient furring channels nailed 16" o.c. to Approx. Ceiling Weight: 61/4 psf wood joists 16" o.c. with 6d coated nails 1?ie" long, 0.0915" shank, Fire Test: SFT-42, 5-7-66 1/4 " heads, supporting 1" nominal wood sub and finish floor. Sound Test: CK 6712-5, 6-9-67 Sound tested using 3" glass fiber batts in joist sparse, sound IIC & Test: X68 C & P) CK 6712-5, deadening felt, and carpet and pad. 6-9-67 Construction Type: Wood Joists, Gypsum Wallboard, HR Glass Fiber proprietary type X gypsum wallboard or veneer base applied at right angles to resilient furring channels with 1" type S drywall screws 12" o.c. Wallboard end joints located midway between Approx. Ceiling Weight: 2 psf 50 FC 5115 continuous channels and attached to additional pieces of chan- Fire Test: UL R3453-7 Mnel 54" long with screws at 12" o.c. Resilient furring channels Design L516, 5-1-70 t0 24" o.c. at right angles to wood joists 16" o.c. attached with 11/4 " Sound 'Test: KAL L 224-28-65, 3-30-65 type W drywall screws. Wood joists supporting Ste" interior IIC & Test: (74 C&P) 54 plywood with exterior glue subfloor and 15/e" perlite-sand con- KAL L 224-27-65, crete reinforced with No. 19 SWG galvanized hexagonal wire 3-:30-65 mesh. 3" glass fiber 0.90 pcf in joist space stapled to subfloor. Construction Type: Wood Joists, Gypsum Wallboard, Glass Fiber 1/2" type X gypsum wallboard or veneer base applied at right _ angles to resilient furring channels with 1" type S drywall screws 8" o.c. on ends and 12" o.c. in field. Wallboard end joints located n ��� midway between continuous channels and attached to additional , FC 5120 Pieces of channel 54" long with screws 8" o.c. Resilient furring channels applied 24" o.c. at right angles to wood joists 16" o.c. Approx. Ceiling Weight: 2 psf with 6d coated nails 17/8" long, 0.085" shank, 1/4 " heads, two Fire Test: FM FC-181, 8-31-72 per joist. Wood joists supporting 5/e" interior plywood with ex- Sound Test: G & H OC-3 MT, 10-13-71 terior glue subfloor and %" particle board 1.5 psf. 31/2" thick glass IIC & Test: (73 C & P) G & H fiber insulation batts 0.7 pcf friction fit in joist cavities supported OC-3 MT, 10-13-71 alternately every 12" by wire rods and resilient furring channels. Sound tested with carpet and pad and with insulation stapled to joists. 51 tw:1'i ' III I l l III III I l i III III I I III I l l I l 4('I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( I I I I I I I I I ( I I I ! I I I I I I I I I I I I I I I I �I P1 I I III I I I . NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -. r THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL g a Z _.. : .,r ..,.. ,,..y...........__... .,_.N. DRAWING. JUNI 29 ( ' IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII IIII Illi IIII IIII Illi IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII�;," 'SII IIII IIII IIII IIII fill IIS I �I�,IIII1111 IIII IIII- 1111 IIII IIII IIII III! IIII IIII IIII IIII Illi Illi IIII 1111.1111 IIII IIII1111IIII IIII IIII IIII . i . . 990 r ' A, �. iV w.w.r-uwiM...,.... .w..lYM�ll.. h yrs-,_—.•tA�N7^''n..n•�.....'�, •. ..... .7y f.. -soft AMA -^*.. �iW ._.......wnAiT11•.'^l'„•r'...•'+.-+•....LT}n.+� jyq \. �. ...�.�' y • • r "LOOR-CEILING ASSEMBLIES, STEEL FRAME, WOOD FLOOR Fire Sound GA SKETCH AND DESIGN DATA Rating Rating File Fire Sound STC No. DETAILED DESCRIPTION Construction Type: Steel Channel Joists, Plywood Floor, Gypsum Wallboard Ceiling Double layer 1/2" proprietary type X gypsum wallboard applied at right angles to joists. Base layer attached with 1" type S-12 drywall screws 8" o.c. at butt joints over joists and 12" o.c. in the field. Face layer attach�ld with 11/2" long type G drywall + 1 45 FC 4500 screws 8" o.c. at butt joints between joists and with 15/8" type to t S-12 drywall screws 12" o.c. in the field along joists. Face and Approx. Ceiling Weight: 4 psf R � ) base layer edge joints offset. Channel shaped 7" min depth, no. Fire Test: UL R1319-133 49 18 min ga galy steel joists spaced 24" o.c., with 2" x 2" (nom) Design L524, 7-16-75 wood bridging. Flooring: 5/8" T&G edge plywood applied at right angles to joists with 115/16" no 6-20 S-12 point screws 6" o.c. around floor perimeter and at plywood end joints and 10" o.c. in field. Refer to gypsum board mfr for UL listed alternate sub and finish flooring systems. LOOR-CEILING ASSEMBLIES! WOOD-FRAMED Construction Type: Wood Joists, Gypsum Wallboard, Glass Fiber �--- 1/2" type X gypsum wallboard or veneer base applied at right angles to resilient furring channels with 1" type S drywall screws j rJ i t 12 o.c. Wallboard end joints located midway between continuous L7 'r ! nn ^ 1- 17_U 60 channels and attached to additional pieces of channel 54" long to FC 5010 with screws at 12" o.c. Resilient channels applied 24" o.c. ,at right Approx. Ceiling Weight:2 psf angles to wood joists 16 o.c. with 6d coated nails, 17/8" long, Fire Test: FM FC 193, 3-15-73 64 0.085" shank, 1/4 " heads, two per joist. Wood joists supporting Sound Test: G & H CCA-15 MT, 3-16-73 1/2" plywood subfloor and 11/2" cellular or lightweight concrete IIC & Test: (73 C & P) G & H (92 pcf) over felt. 31/2" glass fiber batts 0.75 pcf supported by CCA-15 MT, 3-16-73 wire rods and furring channels in joist spaces. Sound tested with carpet and pad. Construction Type: Wood Joists, Gypsum Wallboard 1/2" proprietary type X gypsum wallboard or veneer base applied t '�R at right angles to resilient furring channels with 1" type S drywall - FC 5105 screws 12" o.c. Resilient channels applied 24" o.c. at right angles Approx. Ceiling Weight: 2 psf (k,o,q) to wood joists 16" o.c. with 6d common nails. Wood joists sup- Fire Test: UL R6352 porting 5/8" plywood and 1" proprietary sanded gypsum underlay- Alt. Design L502, 4-21-71 ment. Sound tested using 31/2" glass fiber in joist spaces and Sound Test: G & H BW-10 MT, 10-13-70 with carpet and pad. IIC & Test: (73 C & P) G & H 55 BW-10 MT, 10-13-70 to 59 Construction Type: Wood Joists, Gypsum Wallboard, Gypsum Floor Underlayment 5/8" proprietary type X gypsum wallboard or veneer base applied FC 5107 at right angles to resilient furring channels with 1" type S drywall screws 12" c.c. Wallboard end joints located midway between Approx. Ceiling Weight: 3 psf (t) continuous channels and attached to additional pieces of chan- Fire Test: UL R1319-65 nel 54" long with screws at 12" o.c. Resilient furring channels Design L514, 11-16-64 spaced 24" o.c. attached with 11/411 type W screws to wood joists Sound Test: 55 Field STC base on ASTM 16" o.c. supporting 5/8" plywood subfloor and 3/4" 1000 psi sanded E336-77, Intest 5-761-3, gypsum floor underlayment. 12-5-77 50 JANINE .n •.. .4\, �-r► fir. ../r � ♦I � , 4 ' li ' llllllllllllllllllllwr` IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' lII. IIIII " lllllllllllll j a i � I i i I i � I 1 i I i i i I i i i i I i I ► I I I I I. . 11, i �.. i i I �I � I � I I � . NOTE : IF THIS MICROFILMED 1 2 1 1 1 DRAWING IS LESS CLEAR THAN — - — -- --------- --------- — THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. S Illlllllllllllll llllllllllll 1111 Illlllllllllllll llllllll lllllll( IIII IIII IIII IIII IIII IIII ILII IIIIIIII��, �Illlll llllllllllllllllll�l 1�IIIIf? I!IIIIII IIII IIII IIl� IIII IIIIII�II 1!111111 111111111111111111111111111111111111111111111111111! 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G ' 1 1 Q 4 ti O . • w �1 ?;�2 CLN'S E:� A • G -FAAZA 7 l r/ t'?`r' L." o V CSA A<rQ' T,� �' 70):R AE!1 49n� T �'! .7..� �:` 1�'��.,.ate''�t�l L'��1 "T' �''�... �4 �-,/ 5�-.��_� / ''- 30 ' � "' `_� 1 ,__ ,� � ^.• _.;- � .. .1 LJ t-_ -A `- t a 1 .,fk;y . 0 57tI13 o UA,117At - 77/• 873/ r F ryy If 4V All w�s��.L I ( /3- > �� IV,a L L i �..IA O .� offi . .w ClC.4A,4 it2G�KI T v rNi Ic-,L 409.4.c2 dP _-VAr_>,rr_-S .A"47� CNo, I � I 1105do A3 ACV Ave 1 I �� ,� T-� .• 1 I �' - Q , P. 44 - - -- ,. � 46 • ' 1 I ` , U �• ' ! , / was ,��,,�/ �r�XIL ¢ r- -� V. rte. l 1 D p✓ n4AL Z_ , _ fir- l IV / Vot (K y ` r c AyJ or .I . .. ;-/ '� .�% ` /'r• �` '�/ � .'i i� r / j ��'� � iii "�- \ � I � /' �' �. --__ _—._. - _. .. � .. a....r rf� - AL NOTE -_ � '� ; Mot�C77iff4= There shall be a floor or landing on each side of a door . the floor or 4• ie landing shall be not more than 1 /2 inch lower than the threshold of the 70 ArxTr�AeA,AW doorway . When doors open over landings , the landing sha11 have a length I of not less than 5 feet . ; --d' Ducts used for dowesti c range ventilation , unless of the recirculating ` a"ill Q AMA�'7�� � r -� I type , or domestic dryer ventilation shall terriiinate outside the building - ' ,,.• ,M fi • and be equipped with back -draft dampers . The area under the buildings ( crawl space) shall be sloped to a 1 point arid facilities installed to provide positive drainage . A4CCe_04MtiI= A r7 ill-. AV �) d� t 1 � r Jr.; .r: 41P A,-Ae- lip MA 4W.1 , r n trAffe"Aft �• 1. .v . �..,�►'. rte...,... ,c.o4c�cmr,�r-, ��.�-rrr �-r�c�r� �� •,�c �,n< AMAr &m jrAtPAC 'r..r 0: AS r�► L C�,C'I K t�A�l T' A. �-----PN'f�! /d •.r•. • '� fi AV:. r---Mf g +- �a -- •-------A A`T�c'a,LTWT y . ,r� j, t OM1. �• �' w t T ,' '• A .I V. - 04 Tom/ ..--.*...�4. '"� � ,� �"-,P • ' �'� ,•., �/!�►#,� ---•— •-•--• AWY VA C'`''h►' a�.A y'1C'A'r+1 . � La1�Jt�'J�!'1�"t./T �►ra Mr �. I�M�''rr�!�i"M IVf� 'I` �'I�. 1 _ ,/ '1 s r�t / "7�' % trr. 7 -a .. - '• f 7�•'Ril►�T � '1 r .l A '•i.. r.. ,j• _ .lr' J..�Jr .,♦ a: -�.I. f p r J I• I At" ' •i _�,dr�� All 4 'y!!P t t':r ,� • I r" � � I e ' .. `t p �• • �+ . r + 1••L'v 4+ r _ : ,y.. r. ! .ti ► K R .� A14# � . •w ..r. r . t, , S- �. .. •lr •♦ 1� •�.. ;:'F. 1r 'f- :b I '. .. > •,1 A'4•, 1 T +Y-* A `•u Vr . .-.u`. .,. #r ... - ' � ... 1!„ , ..• �+ ...i. 1" -t 7 xr f' �R � �1�I 1 ,�' 'y:• y �i-. '�" v •�ii�".�•`[.+• � M',M,. r: ' 5 �. , '�� -k- ,' - •'9 41�r `a- d.1 1 � y M tl N.. y r I' S' 3 wr ", �• ,W 1 �, �l, Y 1, w.. 1 p e.. r. yyrr fh• ,,�`4� 1• . 1 , , w y,�,y.� E . �$(I,�r.. �.0�rp- � •�•+ K J'�, ,�., r � ;,� t Jt -Y �}- 11'i � �� �+rT, .t• ► it' u'� - �'!l+,.�._ • .1+ " .ji �.j`, f .. .. � + ... .A r /LI�AYrL.r '.Ib y-a_ .1... •mow . !"�• ..:.,��_ - :3 _ '► ..' M".'"'"7i' Y!" 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V� I or✓.� / I --Z- ii7 r=L 4/t!Tti ANLL A4 • t t I I I , � I �� --------- ----- -- -- ..• � � cow.�. �.� � ��:; .L 4 4t3 7� ff4/// :c /U a • "-�"!.�acs � �:+ �,'�� N I 4Jr As 4 1/1� jDIAW;7 4A 7A 14L 40 POO" or MOAZ MT ZT4 4!P*4=&* C4014,1t01 r14::P,A.1 Hca n✓�.,i , i IL ••ye x r .y 9 . li � i1i � ll � lll � l I � ill � l ' I � Ill � ll � ii � lfl � l i � ii � � i � iii � il � ii � i i � ii � i Iii iii i � ii � ili � ii � l � � � i � � III I � li � ii � i i i i �i I � iii iii II� � i � � .� � � i � l � l , � ii � ii � l � i � ii � i i � ii � � � � �, _ . _. ... � r .�.:�,�:_...�...ti• I I i I I I I in 4P 4pp t A T T/iC V°G'A.JTZ', /-• ZA'i A AZAFA rA T T/G Openings in the roof shall not be located within 5 feet of the area s o p a ra t i n q walls . 5 • • - - � • �'SOA C2. f//.-.1� �•� O/'� -3G�� All t J The apartment buildings shall be provided with a fire retardent roof coverinq ora special purpose roof complyinn with Section 3203 ( g ) , S . Q l3LL"�. 4LL iiL?T`e A/-3L_i_ - t '� y' , TI?Ua� L QI�•/C T/-� dv 3 �/ D�� \� 1 r2• , r ' : ..1 • '7"'A L 4 a T.•�< c_ �i .4-T- -Z4( o,U CelA4 -r—&—Ai , { `, r \ -- - t7 �iTTCu oM-4/L �-I'O� /1�.!T/L C l/C'Lz S Ti@'[/sd ADjff7A o4 oc.CA7a�a ��Q �C/L/`r/�' °�'s Q► .�� � r � r _�.� L_/d.7.,l T IL tm,'dc;,l'T' c��f�G'GZC TGA OFa �' I ciao© ` O 7 r1: (-� - i. - ?•!� :S-ruL7� S ?4 d�C "T'r� y/ r PL.-rRrv►OU � .. ~ t A T Al ,CA'7"Cl•2;©!� n,y.4LL G5 ( 'i o r.: 1/0 r �x 1 � .. N. Pio Q rai IVA L L_ �•- ap . w A404 POVOWL c_ U"C;ercam l ALI'T 17' AeA5 Lt_3 r , • 414 w�.��.ach ib♦ , . / t moo/R' iV T/Q PVL, GOoAM 7"jffAPi CrCA L c I Xj- OKiC' y Y A 17m 1 )00'A!C 9=Y;'L./iWPC I 1101 1. .f `may. 1 ig caN' T tt✓G' TOit Y _ 1 . . . tl►,P ; , ,tom fe. c 1)Vol 4,lA _ a OS. 40 • I! r I ..• �..•. _ p..: _.. 1 ,wry.. S _ ,y . .Ltl yj � , ,. G .S. ` '4 ••"-• .• IfM • a !1 y ,,� '+ "_ rr 4 ...i"+L yI 'c" . - -:T�^+kM {"'... y ,.....:L - -T q4'� Psi y of ill iii � � i iii iii i i �i i i iii i � � i �.� � i � ili � � � i � i __ .. - . . .�_ _.r.�-._ . 1 1 I I 1 I I III I i L. I I I I I I I r INTENT OF THESE DRAWINGS AND SPEC IFIC'ATIONS: These documents represent the minimum information needed to describe MASONRY VENEER: the intent of. the OWNER/BUILDER to construct the buildings as shown At those locations as selectLd by the OWNER/BUILDER install a 4 inch hereon and to obtain a building permit for same. It is the intent of thick masonry veneer (materail as selected by the O/B) secured with these drawings to afford the OWNER/BUILDER the greatest degree of flex- corrugated and galvinized' 16 gauge, 3 1/2 inch by 3 1/2 inch by 1 incl-. , bility (within the constraints of all applicable costes and regulations ) metal anchors spaced at 16 inches on center oac'.i way and nailed with in selecting materials , suppliers and subcontructors. In several instances 10d common nails through to wall studs . a manufacturers name is used to establish the general design intent but this is not meant to exclude other Qualified suppliers from bidding the SIDING: work . Those proprietary names used hereon have demonstrated an ability Provide bevelled cedar, aluminum 'or vinyl siding over 15# felt with 6 to satisfy the requi.rements of I .C .B.O and the 1985 edition of the inches to weather . Material and color as selected by ttre OWNER/BUILDER. Uniform Building Code and all other bidders shall have that same ability. STAIRS AND and handrails 1985 EDITION OF THE UNIFORM BUILDING CODE: and i.n s shall be constructed to meet the requirements for TYPE V All stairs ahandrails shall be as prefabricated by �rai♦Q .r.r♦a♦vv�•�crc�'04z A11 buildings or other succesfull low bidder to the dimensions as shown and shall con- unprotected structures housing a R-1 occupancy. Two hour area separating form to all requirements of ChaptE-:r 33 of the 1985 U. 1ttcC. The stairs and walls will be so placed to preclude having more than 3 , 000 square feet - handrails shall be constructed of the manufacturers standard components of floor area on the second floor. Also, there is no requirement to as shown on the sr,4i,mz drawingg•+ cittached hereto. Maximum rise per tread provide any facilities for the handicapped on this project. is 8 inches zinc! the minimum run per tread is Ill inches . The maximum allowable variation in any one run of stairs is 3/8 inch. Stair width EXITING: shall be 3 feet 0 inches . Handrails shall be placed at 32 .inches above All doors to the exterior shall be operable from the interior without the nosing of the treads . They shall be ., the full lenuth of the use of any special tools or knowledge. the stairs . At least one handrail shall extend no less than 6 inches beyond the top and bottom risers and the ends shall be returned or shall STRUCTURAL DESIGN CRITERIA: terminate in newel posts or safety terminals . Handrails projecting from Soil bearing value assumed at 1 , 500 pounds per square foot. Apartment a wall shall have a space of not less than 1 1/2 inch between wall and floors designed for 40 psf , live, 15 psf , dead :ind 55 psf. , total . Stairs the handrail . The handgrip portikon of the handrails shall not be less and exit balconies for 100 psf , live, 15 psf , dead and 115 psf , total . than 1 1/4 inches nor more than 2 inches in cross sectional dimension Building roofs designed for 25 psf , live , 15 psf , dead and 40 psf , total. arra shall have a smooth surfa0e with no sharp corners . Lateral support systems are designed to withstand wind pressures of 20 psf and braced for U. B.C. Seismic Zone 2 . Gial;irdrail and stair handrail GUARDRAILS : designs shall support a lateral impact load of 40 rrlf . All unenclosed floor and roof openings , open and glazed sides of lan- dings and ramps, balconies or porches which are more than 30 inches CONCRETE: above grade or floor below, and roofs used for other than service of The ACI Standard Specification for Structural Concrete for Buildings the building shall be protected by a quardrail .Guardreriis shall be riot shall be strictly adhered to except for those items specifically noted less than 42 inches in height . Open guardrails and' stair railings otherwise. Minimum compressive strength of concrete shall_ be Fc ' = 2 , 500 shall have intermediate nails or an ornamental pattern such that a psi for all concrete work measured at 28 days . Maximum slump at 4 inches. sphere 6 inches in diameter cannot pass through. Tile guardrail for private balconies may be 36 inches in height. STRUCTURAL STEEL: Structural shapes and plates shall conform to ASTM A-615 grade 40 . GLASS AND GLAZING• Welded wire mesh :-shall conform to ASTM A-1.85 . Anchor bolts shall con- All glass doors and windows shall meet or exceed tho requirements of form to ASTM A-307 and shall- have standard cut washers where bearing on Chapter 54 of the 1985 U. B.C. All windows shall be double glazed in wood . Provide one coat of shop applied primer on steel members after aluminum frames anodized medium bronze . All glass sxbject to human im- fabrication . Provide protection of steel members embedded below or at pact , such as the patio sliders , shall be glazed with heat temperred grade with asphaltic emulsion after all welding is completed . glass . PREFABRICATED WOOD ROOF TRUSSES: TOILETS AND BATHROOMS : Truss manufacturer shall supply calculations and three sets of drawings , All toilets and bathrooms shall be provided wittl exhaust fans sized for initialed by the architect of record , to the Permit Division of the applicable agency having jurisdiction, for review and approval prior four air changes per hour and shall be switch,?d with the light fisture . to fabrication . A heel joint analysis will be required for trusses Toilet and bathroom f-Loors shall have a smooth, hard and nonabsorbent surface which extends upwards unto walls at least 5 inches . spanning 35 feet and more . FRAMING LUMBER: MATERIALS ANI) FINISHES: All interior finishes shall he in strict compliance aith the requirements Lumber grades shall be as follows : Roof joists , floor joists, 4 inch of Chapters 17 , 42 and 43 of the 1985 U. B.C. All ext-.rior arid interior nominal beams and headers and 2x6 studs shall be #2 Grade Douglas Fir : materials and finishes , including but riot limited to, masonry , mortar , 6 inch nominal beams and headers shall be #1 Grade Douglas Fir: 2x4 sidin1r roofing , stains, paints , light fixtures , plumbing fixtures , studs shall be Stud Grade Douglas Fir : All sills and plates in contact hardw,:,re , appliances , cabinets , furnishings , equipment , carpets , blinds , with co,icrete shall be pressure treated . Provide blocking for floor drapes , colors , textures and trim shall be as selected by the OWNER/BUILDER. joists at 8 feat maximum spacing and for roof joists at 10 feet maxi- mum spacing . Minimum nailing of members shall be in accord with Table HEATING, VENTILATING, PLUMBING AND ELECTRICAL WORK : 24-Q of the 1985 U. B.C . and shall bo increased as shown on the drawings . All apartments shall be heated, ventilated , plumbed arid wired as designed Provide solid blocking for floor and roof joists at all bearing locations . and constructed by the .•lrccessfull "low bidder" arid shall comply wi•,:h Hangers , framing anchors and strap ties are model numbers of "Strong Tie" all applicable codes, ruies , regulations , ASHREA standards and directives brant] as manufactured by Simpson Company. Install all such connectors as r.eccomended by thee manufacturer and as approved by I .C.B.O. Nails from the OWNER/BUILDER. Tl.eSe respective subcontractors shall prepare shall be installed all connector holes . all drawings and calculations , pay all fees and obtain all permits as are required to accomplish their work and they shall also provide the OWNER/BUILDER with two copies of their drawings , updac.ed , to completely 17IRESTOPPING: define the "as built" condition of their work . Firestopping consisting of 2 inch nominal lumber, gypsum wallboard or equivelant material is required to cut off all concealed draft openings GUARANTEES: (both vertical and horizontal ) arid shall torm an effective barrier be- All contractors , subcontractors and suppliers shall guarantee their work , tween stories and between a top story and roof space. It shall be used for both labor and amterials , for a period of one full year following in specific locations as follows ; A. In all wood framed walls arid par- substantial titions at floor and ceiling lines . H. Along and in line with the run completion of the buildings . Substantial completion" occurs of the stairway in adjacent wood stud wells and partitions , also, at the whon the occupance permlt is sic off . top and bottom of the stairway . C . At maximum horizontal intervals of 10 feet in the case of double stud walls and furred spaces . D. Pentra- tions made in this prescribed firestopping to accomodate wiring , plum- bing , duct work and similar utility runs must be packed , in manner , which will effectively maintain the integrety of the firestoppiny and cut off all concealed draft openings whLch could afford a passage for flame. PLYWOOD DIAPHRAGM AND SHEARWAI.I. NAILING: All plywood subfloors , roof sheathLnq and exterigr wall sheathing shall be Structural #2 or C-D Grade , minimum panel index 32/16 , with exterior glue (3/4 inch at floors and 1/2 inch at walls and roof ) . Each sheet of plywood shall bear the "Grade-Trademark" stamp of the American Plywood Association . Nail all floor , wall arid roof diaphragms with 8d common nails gat 6 inches on center at panel edges and at 12 inches on center at intermediate supports except as noted more frequently on the drawings . THERMAL AND SOUND INSULATION: Insulate all attics to R-30 and all exterior walls , party walls and floor-ceiling assemblies between individual tenants to R-19 . At the in- terior face of all ioxterior foundation walls install fibreglas FS-25 • and K-11 insulation for its full height . Construct all floor-ceiling assemblies separating individual tenants to conform to the requirements of the GYPSUM ASSOCIATION File No. FC-5108 or FC-5105 , each sound tested with carpet and pad to STC 55 - 59 . (OWNER/BUILDER option to use light weight concrete or gyncrete underlayment) Construct all party walls to conform to the requirements of the GYPSUM ASSOCIATION File No . � WP-3910 modified by using single layer 1/2 inch gypsun wallboard on each side only since this design is for a two hour wall and no rating is required for most of the party walls , sound tested with nailing spaced at 6 inches on center to STC 50 . TWO HOUR AREA SEPARATION WALL: •'' Construct the required two hour wells (from cori- trete foundation wall to underside of roof sheathing) to conform to the requirements of the GYPSUM ASSOCIATION File No. WP-391-0 (no modifica- tions allowed here) sound tested with nails for base layer spaced at 1 6 inches on center to STC 50 - 54 . At all Perimeter locations of the two hour wall install a minimum of 5 feet of 5/8 inch type X gypsum wall board on the interior face of the exterior walls and directly under I r the plywood roof sheathing . ' • All • . 7yd'y^/ MrAP ��•.� .. _ - per; _ ____.__ _._..._._..,_.�r. �r��..�......,......�.... _�....,�..._._.......-. / Or ♦ i i i i i i i , �i i i i iii i i � , � �i � i i � i •r i iii SII iii i� � i� i iii iii i � � iii ISI iii I i iii i � � iii iii iii III iii � i ��� i i i �i � i � i � i�,irli � i}i �.; � i i �IIIIII II �II � I �IIIIII I�I�1 NOTE: IF THIS MICROFILMED � iit DRAWING IS LESS CLEAR A THE QUALITY OF THE ORIGINAL 9i Z i> Il----l—Iiili—Ii I �-6 DRAWING. � i �liil iiiiii • iiIli i►THIS NOTICE, IT IS DUE TO 6 ,,�iiZiiiiliii8iZliLLiii14lI! - I� � :2 4 , 1( ` 1• � - 4 JUNE29 • 19 9 O MODERN MUELLER CENTURION -"""�"' — '"'- FIRE HYDRANTS A-442, 6-Mi, OR 1'- 0" 9EHINa SACK 5 1/4,*NVO, 3 PORT, 11/2 • OF WALK MAP 1 5 '3 4 LSA , TAX LOT 100 PENT OPR. NUT OPEN ___ .�------------- --1 '"T, COLOR; YILLOW li+« UST : CONSTRUCTION NOTES : MATERIAL UST • --- Item ��u�inrit / 1 • Notify Tigard Water District ('PWD) f-rior to commencing construction. VALVE Box bi !/NIT'S __.�_ --- --. Phone : 63`3-2591 (,apt. John Miller ) . jkll curbs must be � n place OIL $II7EVALK-, l EX7ENS10N �^ y t prior to installing water mains . If extruded curbs a'.-,a to be used, up LESS -A. - : 8" TJDI pipe , Class 52 . . . . . . • 60 feet few trt f w ',� A C. I I 2 exceptions may be made with permission of water distxtct•. ;-�;�, .: --• -_ _ _ � ! 6 TJDI pipe , Class 5.. . . . . . . . li3S feet ��� 2 . All work_ zliall be in accordance with AWWA standards . �__._ 12" MJ but.terf ly val,•ve . . . . . . . 1 tach �;- MJ HYDRANT OUTLET GATE VALVE j _ j 12" " x 8" M.7 cross . . . . . . . . . 1 each 3 . All work will be- inspected and approved by TWIG . W W - �-' a -_ �..._. .--- , { 12" M„T s olid sleeve (L. P . ) . . 1 e'lach 8„ Mme' 4 . Fire hydrant assemble consists of 8'' or 6" MJ x 6" F19 tee , 6" �lg butterfly valve 1 each (� _.,y„,,, < < 11 ,f x MLT gate valve , 6" MJ x HJ nol.ding spoolo, and Modern Mu�ellc�r COVER ROCK `-' ___ a MAIN W/MJaFLE MJ X 2 YFT CrOSS . . . . . . . . . l.. ec1<C`,h ��, . „ -� „ ,�,,, „ .� w/TAR PAPER -- !---� .ro0jy;;.: �_6'MJrc MJ ��/� TEE (SEE PLAN) „ Centurion fire hydrant, A-442 , t, Mj , _ 4 MVO, 3-port ( 2. 2� 11ST BEFORE BACKFILL— HOLDING SPOOL y 8 PE x 6 MJ reducer . . , . . . . . S • . 1 e'` `,h nose connections , I-4 NST pumper) , 1�" O�pr Nut , open left , THRUST ROCK /, i 'i►' MJ plug . . . . . . . . . . « . 1 each color : yellow. (Se detz il ) - .. __. .__ BEARING 6 50 FT M1N. f 1 1/2= /4 Ali-o'(11.0 CONCRETE PIER siir///r" El" MJ x 211 IPT tec . . . . . . . . . . . 3 each ORAlN �OCK ,� 1 FLOCK (3 6Q, FT, a'f'�s A� z z so. r �T f 5 . Each fire hydrant shall be installed upon a pre-formed concrete •1" MA7 1 '��� • • • • • r • • • • • • • • • • s • • each f1 ---------— BASE ) block with 1� cubic yards of crushed 1 drain rock . Tar paper 3L I7Fire hydrant assembly ( 3" & 6" ) 2 each will be laid on top of 6.rain rock to separate rock from earth cove,W . w r + STANDARD FIRE HYDRANT �� r 6 • PourE:d concrete thrustblocks at least 8 square feet of bearid►c3 sur- / face at each tee or cross , if applicable , location . EN(;INEEI2' S COST ESTIMATE -- - -- - ---- 7 . 36" of 3/4-inch minus gravel cover for all mains . 60 ' of 8" D . I . @ $24/ft . . • • . $ 1 , 500 N 5.r.4 'x*: r C. A44` 8 All sanitary sewer lines 10' laterally or 3 ' verticall-, of water 185 ' of 6" D. I . @ 3 , 300 2 fire hydrants Cr $1 , 500 ea • . rnains shall be encased it concrete 6" thick i0 ' from crossing. 3 , OOU Where crossings are necessary , they must be made at approximatelyMistcellaneous : cut-in etc . . 2 , 200 --- 90 with at least 18" separation below water line , i _ - -� �` •,, P. Total : $10 , 0�0o g. Mains shall be tested at 1 i0 psi for 1 hour with maximum 1 - . - p um oss of C� 5 psi . ,Matic pressure a 108 psi . Pressure-reducing valve will CONTRACTOR ' S BID ESTIMATE • _ be required at each meter location , ins;tallc�c! and paid for by Contractor ' s bid (estimate ) . . $ 81500 developer . TWIG ( 10% adm + 2)6 engr rev . ) • 1 , b00 10 . O . S . B. H . bacteriological tests required . I Consulting engineer (6%? ) . 500 q _ 11 . All pipe and fittings will be cement-lined . Pine -hill be Tyton Total : r 10 000 1�.—.. Joint Ductile iron , Class 52 . Tigard Water District will install all capper services pri ar to _ blac•ktopping of streets and parking areas. 0 !/R "7'- � _. � � ' _-.1_ .._.._r-..._--__.—_______. . .��. -� _ . �-'._ Me ce ars will be in- 0 : stalled upon individual request. for same . A P '15 1 A' f & I Upon completion of installation, contractor or developer will. g , ,y/ ;r' � advise TWD of total. constructicn cos -s tc w.iich urill be added lOs for distx i.ct inspections , water logs , overread, administration , 1 I sampling, etc . , and 2% For engineering raview, including "as- built" drawincls , intersection maps , updating master map , etc . , ( I r v.-m Lr •---- 14 . The estimated 12% to TWD rioted above must be on deposit r.,rior to 43 01 'a` �' -' begirining construction of the water system . _ 1 1 IVICIr"ACL y 2., row -rat - •►. J 1 1 J 1 1 ; � saea�ssz��............�ns::;aez�s��::s.�._..s.._==ate:.u�s•._zs _ a:.,. ung/TS REBATE_ ON SW North Dakota Street (in accordance k I with ORIS )264 . 320 PRU 1 530 ' of 1 D . I . @ $12/ft • . . . . . . • . . . . . . . . $6 , PC Cy L 71�iG � .�. / Rebate on 6" c . I . has expired . At- C__ .__.,__Y._— ..__. 1 1+'i r",r J�. ✓ �R D1� t' . : F " NO METER COSTS : 1 A F?C A ___-_ _ __�_.. .•.__... .. _.k_. .._.�� t 5 1� meters- �� $3 , 000 each. . . . . . . . . . . . . r'i5 , 000 , � ++•.+....wit r•,wirrr•..r••.•,.rr`wrs r :�R"/y� �stasscca-�-:�•��sutaa¢-a^e:aume�m:at:>r�ra�;aaa ��-�x•sa.r- s—.----ros�s4r w�W�, 4 W. A(CR �--H -bfr KC 'A f 7.r?f g � • } per- TIGARD WATER DISTRICT {, X., M4 T � ARNC,AlO• 'Q,V dT ,,� 8841 SW COMMERCIAL • � c Dv _ O MERGIAL StREET TIGAND, OREGON 91223 TELEPHONE _ �)y. :',..,.....,._...r..,._._.._...._...___..___..__.._ .__..,..._.,�.,.._.,.._.v.._.. .,__ . . .. -. .._ f �t�,.._.._._ _. ..._._...�....r._ ._........_.._ ...._..... _.._ ..�.._......._ O 15031 639 554 _. _. .._. ........... ... ......... . . ...... Z? ...,. ........+......_.... ........ ._....-r _. +... a ... +e ...,.a.awr ,ry.. . w,-+rw..•,.e.^.rrw.-..+..r.,..e o...w....+.•.,....wu+ . .........r.+,w..n.•w,•.w.w w►aw•.-+ i WATER PROJECT A. -�►'f.a �� f� i -r 1/ 111 Y` �,�1�''�; �" r,'. �' ti Robert E. Santee, P.E. Adminisirator Scale ... .. 6OUT"WrST OPFI;F 11Vr►l.r fWoo '1f, •,!� !'." �M�F J•Ye,nawr.. _.- ' 1� S,K, ....^},.,ma�+'r•r:,..+...,... A . Y ....... _.. T� if twir- LAI 1 I I I i I I I i . !,. I i 5.�.�.1 I I I Iall W L,FSAL AC7�-.�cR 7�=rroN ro4X IwOr 1 00 0o 4700w )'"ME SA0iw1rHACASr Je-**40' f Off'' SZC7wr,67N 34 .1 S.. , R, A1 , rN rH, Cr7L�Nrr Off' WA SHa rIVA7 rON , Car rr 0,9w rr,9AR,0 , S rA rC Ocw ORF ON V.r4C.rN.tr rY IVAR AV. r.,. 1=1qv6w1AFc r NAME 4v Jq 47 ° , CMAC ',\� 4•• T I !N ( i:F��-- ,MjGQ30@vAwb tMb boa 1\ SAM.. • (�)( � L ® ETA I LS - L j =) ' .aw.a .w I , ►>'fff"fvP CANc CLAM MANE NwfP LVL. 91211 A/ OPEctr[D 751 Z T•• ,r� � I � ' 1 — I COM�/M�000S S►ADi OF---_—_— - 41. 16 � ,/ I1�1 1 W ,• EPDXY MASTIC 1 yrIL t t•= � f TEE •ITTwt PLANT FABRICATE ow fw(MI ++cl iKcwIMtM En 1� r \ ., eIW AMC frALl[. FIELD TA/ • p T►� t' NMlf CAS► tam�\ �' . 10500-, + � ALV rAWwtyTE T(( nTTrw uA►L Itw '41 �•. • � OM Eil{IiT MO fiM[R! AMC •- - - �� �`• ( '-� 1Nw N.'Mf.11S 1N11G1• THAN IE r •`"' w C' �/ -Q IAYINF A COMCAL TIE O�~tMAIN AT RAL _ \ `J --- ,, `--' PLAN TEuxo coNsiwuc/oN DIP FI"o"" EXTRUDED T RlJDE01 C O N C PtlO,ccTN),I _ 4AEIt Ir n rreA1Q �+ SNOUNL PAM trwtTt N&"SIPHAL1rAI COATQO .a our wAPre- rIOKT ro �� tU110a - �� A, �•, +.. f• T J itMKrGE AL_ AIMIr.a� L ACMI ON MMIL I� CAIKRfAIf N!N CURB DETAIL --- / • \ \ ' ?;1, '�► auw,rnr iIOPE ^0• - AUMK('A ONE 0 f" ftn • ar-1. rM* 2.• UTItTT 4 M[ - 11029 N MAD! OP fPkdAL CASES wiTM (1(TT[1. ►IJLL ul• N �+ t1%*SoN�1 r�. APPROVAL Of ENGINE[•tD ePNCM Of I 11! 14 3 I L0►L AIA, N 1----±-- t�� -------�1 TO 00060 e0P a. AND OCU r0. •f PIPE , 1� van" r°A '° `°, I' (1 CATCH BASIST! OWMI /� / Ot�I �L APER j • =s ;V,LMOLOCK11R� PLANT FAWCAUD d'++, LA»I� DIE IIA/L CIVARL A'9 AV, )YA)q) J S CONR ANY � ,*rte f„P�, WWI OR n .(NI a9.ts N, e. .9rARW 9rR rer CIFICA-f r[ 71fDDINc• (.�.vtl R40.grZPANV , O•RAWO/V 97Psff T Ite WOK rxnf or"ION ELEVATION ��oni l 909 J 2a�'-s'4Td i -. I,t" KOV90 C0101I cTloN SEWER CONNECTION _Bat SYSTEM L►alec a N T S x O ¢AMl!!O wOCf ,�No.NEER.6 6VR VEY47) �9 -A .----� C. ISI _ trAttt VALVE .or W, D. Mlr% L9 8 ASSOC. .INC, �1-- .wE►r¢t CovE. 4IF50 N, Gr. FRANcNr 9rRAz'r /-._-._..__ QU�$MADE SNALA IE PO"f wOLLrO wor_vatvt pox Amy roacbme AREAS PRIOR TIOPLACONS ROCK. My VWt.W*6 AAKA/ SNALL OE wf lOOVEA AIi CHI 0" GATE vAuj AND swarfit.t6lb wfrit CwusNe•e #0CA, / MJ,FLO INl[T_, t - _�_ ••"•..w. / AA f1of f-.O A N Pj.<.I M M .acw• wAw WWA rO� QI►/�C,4NT�R' CATIA THRUST 79© h I '�L N, Ar, .14tACA I 1,S Ou .` plot VAIN BLOCK - t r,r ,ryv.Mr, 1 I IIT'-sM" 11 ANNN/Uet Gtt,IrPr NI rEsrrms of .CaCC hehva H•.. CAN®Y , oRe&oN p70ts OAt,lll IIOC1t ; 6,,.ws� !. lrfr�b NNr fJw 1111 P.wXos►,I P/7>O/7I f 50.1 J 771-ts7t�s " "" OR1 VEWAY 3 PARKING SECTIOK" PAt-u.T ew i PIER STOCK -� IAIIfT f1ISTOA1161 To K s/11' OIAMITtll OA00MILE0 TM "" (TYPICAL 1 OP AP"W10 WCHAMICA[ MfIlT 3lLy"'i�L w .Poop .fro AtTAIMP N. T. S. wkw •. OL AMM WATER SERVICE CONNECTION FIRE HYDRANT DETAIL NTS a«,�� Ae NTS 8 7 fl L�o 3 t 97 0 2 i y V 26.�,4 41 DESIGNED • SITUATED IN THE SE I/4 OF SECTION 34 T. / S. , R / WrW.M. RESOLVED • DRAWN f5s.s COUNT'r of �,�SH/NG7"ON STATE of OREGON APPROVED FVR CONS"rRUC'i ICJ\_ �. SDI? 8 .- CITY OF -IIG/`,F;D CHECKED ----- •is w PERMIT NO. _ SITE ADDRESSe!Qo_j 1��y�� . AND ASSOCOArfS, jNc DATE 10-23-87 � PO \ Z)^A l r� EN6/NEERB SCALE N BASIS OF BEARINGS NA BY--- �'' TITLE DATF_i.� ' �-� SURVEYORS FILE NOM CITY REVISED II' 19,97 BASIS OF DATUM _ .Y.To tit r1/(w)N• IrRltf, Pd11lAMD,DIIYerI,r r""Z04 let# A�lM11M•1►•t lONtl•V.I11tN�1^U CU ►�1,1 LA N[� . ..................—.. sPI?nV'^%'•may. � I ..fa _. n I .���iY7iIF WAR 01-41 ' ili�il �ll�lll � l Ilillllllli,i I Illl�lllllllr i ilil! li+ililili Ililllllllllililililil�lilil� i ili�ili iii i i ilililililili i � ili1i �i �� � i i��lili+��ll i ililililililili ilililiJ�li i y�l. .,...�.,. . ... ...: ._ _ �.- •�.,r;:;,_, .�" �. NOTE: I F TH 1S M ICROF 1 LME D 1 I 4 I - '"'1' 1 bI 1 1 r RA [ r - �- ------ L ---—. �-- 1 ., W NG IS LESS .,LEAK THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL — — - — — -- - -- - _ -- - - - - -- DRAWING. Z Z Z L Z Z L Z Z Z I L UIz 8I i LII i I i [ I I 1 1 1 8 B L !� 4 ► S Z I ,t ,N IIII llll�llll IIIIJIiII IIIIJI I I ! "�'i ►III '' II IIIIIIIII IIIIIIIIillllllllll IIIIJIIII II IIIIII I Iilll i IIIIJilllilllllllll IIII IIIIII, II II I II I III III II f III II I IIII I JIIII I I � ! n I IIIII�iII lllll�l l II�Ililll IIIIIIIII IIIIJIIIi IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII r JUNE' 29 1990 i C A rIVA 0 WATEg 9ER✓ICE' LhE" Jw 6 " JOJI P. ✓. C. SANT TARY SE-hi�"f7 !_LhE • --___ �` _` , _ S TOgN SEivL�'q I��.� j u�.�1 • I 1 I FdFi1E HYVRANT »t • ' 1 f CLEANOUT (C. 49. ,/ O • 20 ' 5" GATE' VALVE' CA TCH BASIN ( L Y/VCH 7 YPE / 0 ` • ♦ NOTES --a- I .1. NO CON F.LEVS 7RUC rION Is TO TAKE PL ACE BE!_C W THE 100 YEA q FL 000 AV A IN A TION OF' 160 •- 7HE CO/VToUR L Ac- rs SHOWN ON roe- NAP ANO WILL Be . i NARKED ON THE GROUNV PRIOR TO BEGJ-MV1 G CONS rgLAC PION. A/9L 4S BEL OW THE_-- THE 160 ' CONTOUR V.TSTL/HBEV UL/glhG CONS TRUCTION AHE" TO BE NL". "Uq/VL�O TO r.A,ir C1gIGI1vAL CONDI TION AS Ml1CH AS -ossrBL F. THE PgOyvOSEU d A C. PA rHWA Y IS TU BE BUILT IJMOER A SEPARA Tr= PERNI 14 T ' 9. NO MA rEgdAL. IS r0 BE S TOCK PIL f=:J WI THIN rAvE- /=L OOV PL A IN. / 1 A ' a 4. ALL gwaurgEV PUBL.IC IMPROVEPL MENT ANS WILL BE ✓BN SI T TEV Ar' 4 L A 7"tf7 , VA TE ANO CONSTRUCTEV UNVEH A SEPARA TE- FERMI T. / ', 1 ♦ . '----- _- __-_--_- --.__-- ----- - ' �L,� i I `' ~ 1 1 ' .5. ALL CONSTgL/C TION IS 70 MEET nq EXCEEV TNE" CITY OF TIGARU S):fNOARO , � / /, � SPEC.TFjACTIONS' A/�O ALL APPLICABLE BL/ILVI/yG CODES. / 1 EF. AL!_ ON SI TE" CUfiBIM's IS TO BE EXTHC/OFV G'oMC)qETE. 1 THE U. S. ARMY CORP OF EhGI/1kcEHS I_ CO/VICEfI/1AE0 ABOUT T. /E PgEaEg6 1 TION ► ', /J ANV E/VWAMG'ENENT OF THE WETL A/VV AREA. rHE OUTL Er.S ro rHE S rUogM sE7✓EgS •• `� ' I , I INCL L/OIA C ANY OI rCHIA oG WILL BE G'ONS 7Ruc rEV AFTER CORP APPq(7VAL . 1 I eI. UPo/V cONPL E l IOAV OF THE Pqo✓EC r A VEOd cA r1 ON OF A POR TION 0,= rHE FL 000 PLAdN WILL BE MADE- TO ThlE CITY OF TIGAFyV 10 __ •_• _• ,_ •+• • / �fN' AIN ISB. 7I 9F- 144, 997 I 1 •.....--- �NOE I I Q ! 2 10 _ / J r ' ` • • ' MAPL E ...0 91 Ir r/vl 4jI � • r • ` , r '' % /� C!_C./NP I� �I I 1 1 I r- — 1/uAc TION BOX i ; / �I. E. 158. U r O. .. - / '.•/1� _ � 1 ; ti I � �'L� •• % Ssr f' I ► i I 1yI ti • 11oo 37. !/ 1!3 L F. SS7 06 �. I I 1 J. ' I 1 ,. .- •• �•� yzo�;/`r. E. iser. o �� Q1 L, i ti C. B. / - T---- GRA.TE 160. 2 , �1 � .10�) Cj \ �` I ;, 1 I I I V w• I. E13e. 2 h ^ J 41 4 V ti Q W z o 1 0 B ' WIVE ASPHALT PA TH ' \ V \ r C. O. e �� ` fdRE � I I , " A. C. O VER 4" OF CRUSH-CF-0 OCK. \ HYVRAN r ►ti t, , �\, b SPACES 1 � I 0 ��• I i �Q • / /`\ yp `rv� C. B. ,_ I/ ' 1 I 47- 4j • acs GqA rE 139. B W• I. E. 134. 4 W. V. < I. E. J.5 d , — — -C. w- F- •-Fa " PUBL W-1 rAFR L IAbl� I I ` 1 •-.+_ 1_a• -a.r•-a_�-,��'-' f \ 1 ✓L//VC'TIOiV BOX II 1 •�4% C% a `•� S ' 20 o RA47ArB I Iii 230 ' "`c,,� s�� y� 1 V E I I �f Q 1 C. WI rH BACK-FL OW I P�vFNre-q SERVICE L IALF rA,''S 2 2" EXIS rrAIG A . C. PA 7-1-e a./ I -I/��" - I•-�- -� YI 1 I-1/2" WA TER ME TER WI rH BACK-r=/._OW i /1-7f76'VEAVTER , ! 11 " WINDSOR PLACE '" .30 i � � -- -!�•^� nay .. - ., VENTURA COURT M. H. RIM .168. 69 =�f wr....-.r• +y d. E. 1.55. 83 DESIGNED --- RESOLVED SITUATED IN THE SE I/4 OF SECTION 34 T. /S. � R. /w! , W.M. T DRAWN �S� -MJ6~�G' COUNTY OF WASHINGTON STATE OF OREGON CHECKED PI— AN CBH 40 ®�� S1 FF AND U Li CIT'/ OF TIGAf?D DATE ID-23.BZ_ rf � W%aq(w l.MU ASSOClAIES1 INC { 4w SCALE I ' 3O BASIS OF BEARINGS N/A FILE N0. J9T "�T� BASIS OF DArum avwvE / REVISED .lL�®-BI C/T Y TAX LO 100 SDR 87 -20 PG. 2 of 3 "PIC NE rHEMnN' 1�NfE( PMlfi IINp, ,>�. �!)E11PJ �R 9f •,'Irl MINI,YI 11TMt1AN[NY p I.IN TIMC.Cu npNTl. Nll ..yiutl372aww.wN�4:. -E1` ..- 1 .. .. _. _ ^'_ •..1•Iw ..w..lare•s,. :rr...rr..... . R I I I I I I I I I I I I I I i l l l l l l I,+P I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �"` '"'"' • ' -����». ;,.. "" �.� i �f �i i � i � iii NOTE: IF THIS MICROFILMED I 1 I I I 4 I :1f I p I I 9 i b I 1 DRAWING IS LESS CLEAR THAN 1 I 1 _1__ _ l _ __ ____ __ 1.__ _�__- _1 ____�___ THIS NOTICE, IT IS DUE TO _ _ THE QUALITY OF THE ORIGINAL g Z t. LZ Z 4L Y Z Z r. T111 b 6� T iLDRAWING. . I( 1JUNE' 29 � 199 ► t I I r 163' �.a-rsrrn� c;ONro_'v ♦ ♦ , - -- 1 u __ 161 ♦ ♦ 1' 9 • 4b _ '�'.. 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P u R \ A k" ' ♦, , ti .4 i h ,i 1 t34 V ' I � W ♦ J / I _ w� j �` � � i f I I 4 i� °1 ,�►s I � P�FO1L AfiL�A '''O • ; '� 16� a;� J HA rE ; P UNDER �>ri TN % � 3� • � . • � � I ` /2 C.S. , >n �' • � 1 s S 2,% �- - - - - - `- = MIN // , a• \ \ 1 •, 160 ` 6 cAlgp0H''S C) / ♦ I�� W 6Z '03 a \. -swN b r l O Oo fU oE9 s rEP,�s•o. { ' % 1 I i I INN •�. v t 6� 6� b 6 tip i f r.-AG .4. C. oA rH /+' ,b2 6;� ♦w`w •` I �CA/4PQ�77:5' • 6 � ^ I S� W I N O R PLACE —10 d' ffO'� J - -----� >� ,- -- _ ,P 30 V .��, ` ~•�'7 VENTURA COURT I ♦ I 1 /A / .SCA LE = I 3d, DESIGNED �"S•S _ _.,_ ._. __-_ _ _._.---.._._. _ --_-_-_-- RESOLVED N. SITUATED 1N THE SE 1/ 4 OF SECTION 34 T / S. X I Ill , W.M. POGRAPHIC -SUR a GRADING PLAN DR'AW'N S.S.- � B•--Y. C COUNTY OF WASHINGTON STATE. OF OREGON CHECKED _ DATE /V?�7 CITY OF TI GARD , „ ANO A330CIA tf 3l INC ENQ/NFIF 4s i SCALE / - 30 s�ervE rolls FI1_E N0. - j BASIS OF BEAR/NdS N A CBH 0 REMISED I�-I erB � BASIS OF DArum CITY ..,: .� •n�vv• :•ter •.ev` .wsow - EL 3 Of .3 1':•: •R9f MilN/1M•1 ATIDMIbv ��r„pt�"6 f0 ►00.lw Mb Y M i�IM11AR fl.l".._�}'.�14M... _..•,• - � a= .. 4 i ,.'�+�� �irr ,.,.,•at�p�p. :� '`'." � '�1¢r�,.r,"•t;�a >..; PC!; ' 1111111111111111111111'x111 : 11111111111111111i111111iiiiiiii11111111i � 11 � 11 � i1i 11 ii1ii1 � 11 � 1111ii " • ...�,. ..,,,. .,. _ ,. 1 1 1 1 1 1 1 I I I I l i i l I I i l l i l I I I 1 1 1 I I 1.. I • w l I I 1 1 1 r' I I I ...���.�__�.r_. NOTE: IF THIS MICROFILMED �, ILMED - _ l --1- DRAWING IS LESS CLEAR THAN _ -_--_ 111IS NOTICE, IT IS DUE TO TILE QUALITY OF THE ORIGINAL - - T - - - - - - -- -- -- DR4WING. 8 Z 8Z LZ Z 4Z Z Z �Z lZ Z 8i Lt l i L T X ll i 8 B L 9 ,r E Z VIII IIII�IIII Ilil�llll I I I I I I I �"�11 I � II!I II' � ' ' � I i � � . 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