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15885 SW 116TH AVENUE 7 00 00 M I 00 N U rj 0 W MIN F- 160.97" 1 =' L_l� > g U � '� 0 CN C-) w T 1,03 Q rn N i Z m cw 9 4 O o/ Lj z z n 6 i 5 1 4 I 3 1 2 1 1 0 U-) i­_ I I I I I I In r- CL mi1 - - - - - - - ---- -- _ I 11 12 I0-F-1 7/ �,\T+ THESE DRAWINGS AND SPECI+ICATIONS ARE THE PROPERTY OF PATTERSON / DENTAL COMPANY AHG TH[ USE LIMITED TO A SPECIFIED PROJECT FOR THE \. PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILD— IND OF THESE ANY USE OR YfIN03 ARE REPRODUCTIONS PERMISSION OF mwomm PATTERSOM DEUrT THE NTAL �.\ // / SUP Y,INC- ENRITTIN IM"SI NS$HALL 14 7 ENSIONS AND SMIR ALL BE vERED ON / _J. '`� L THE JOB SITE.ANY DISCREPANCIES OR CHAMOIS SHALL BE BROUOMT TO THE ATTINTION DF PATTERSON DENTAL __ .._ .. COMPANY PRIOR TO THE COMMENCEMENT / f OF ANY WORK.THE CONTRACTOR SHALL I / BE RESI.ONSOLE FOR ALL CURRENT LL7�_ / �jI' AMERICAN DISABABILITY IDELIN JTIES ACT,ACCtUIRM — / `'' ,j� v BACKELDINIFRREW It—R[OUIRED �//// TNI CONFRACTOR SHALL COMPLY WITH 8 / :!J� ALL STATE AND CRY CODES 15 POITAIMIO TO TIK CONSTRUCTION OF Lx Two BICYCLE THIS PROJECT. PARKING C i DENTAL OFFICE 15 _ -- - W ;; E (2472 S�. FT. ) LAJ BOHLMODS W&FRELDD MS, B.D.S. a / 10,0 Kowa� COST ORF120m a 9 807E PD L&H no c 102.7 p..' ---- I C�d 9/�'e�°Q®' 75��1� S®o Flo C� � � a (le®4DQIR'�ilf�b'V 6,Q17®CD4 94 ZPACE PdANNONG RV 0 � ! Mum 900W � DOWNCCiIODM® DERHOS cGa{1UM0 5° M11 ffC) 00 � , / LAND USE INFORMATION -� k LEGAL DISCRIPTION: TAX LOT 100, KING CITY, WASHINGTON CO., OREGON r LOT SIZE: 0.392 ACRES (17,075 SQ. FT.) S. W. 116t�I AVENUE 44 S0, �0 MAX. LOT COVERAGE: 85% = 9548 SQ. FT., PROPOSED 11,066 SG. FT. Q LAND USE ZONE: LIMITED COMMERICAL (LC) `b OCCUPANCY: B2 BUILDING SIZE: 2472 SQ. FT., ONE STORY. \ BUILDING USE & AREA: DENTAL OFFICE, 2472 SQ.FT. BUSINESS HOURS, 8:00AM - 5:OOPM, G, ! \\\ TYPE OF CONSTRUCTION: 5N PARKING REQUIREMENTS & AREA, 1 / 250 SQ. FT. OF BLDG. AREA. ' 19 PARKING SPACES REQUIRED, SIXTEEN (16) ' IMPERVIOUS ARL-A, 5780 SQ.FT. „p / CONCRETE WALKWAYS & POkCHES: 876 SQ. FT. , „'JI1 1 LANDSCAPED AREA: 157. REQUIRED, 2561 SQ, FT. / 46% PROVIDED, 7947 SO. FT. DATE: ISOCTICO IM JOB: I0/in* DATE REVISED CITX OF TIG ARD �. Approved.............................................. .( Conditionally Approved.......................... 1 For only the work aS des ribed in: Ec 4r1 c�vzq7 PERMIT NO,_,�k4"� ._ See Letter to: Follow.............................. Attach.......................... '( s Job Address:__6 _�ifl + --- - S H E F `,11 1 199 -ueus _ BUp 1999-00289 MEC 1999-00297 15885 SW 1161H AVENUE I of II n �. U :< y { y _. l �1��6` � If this notice appears clearer 111:111 the JUN 0 2 2Q00 cunlenl the ctocunie11t is of near incl 1 � �Ili '� �l�liliI I I I I I I It!l i I �rI,.fu.a�lI il.l ilk I�IIi I ��I11 I.III;, ! I I ' �Ll111C,IrIT)ro1a� 71, I II I,I:(�' i�i I� i IIII Ii (111 I I�,� IlIiIiI{ tI iI l II I I�IjI i�i({i I ��ij!I T1r; M•u a,1 ►w .III 1 ,. ,r I (IIIIIIII 1lllli!)JI!Ij�Jlll,l�ill�J� li{�Il!!I!I(IL{{II.II11�S1,1 Itjl�ii 1111111171111lllil!!Ilti!I �� '' I� 7t 'I II 1 II 1;`-ii ` Ilan nII1�i —RI I I n i.. I I �_ _ _..._.. . . _ flllll.IIII:.11iiillll{Illi,l.,�.IIl,.lI.Nllti!!,lIIIlt tllll!i►uifl(II„dill„I,II I{Ill��l,.,{=1111,=II,I11�!!l� ,ELLS{IVIII{��,IIIIIL�IlIIIIIIIIIIII{!I! >. , 1:a 1 5 Fµ I d 3 ,. w'w.;. tY:z 1r e �y a; h 5 � 'ilL�" cS� ,. I� -.. .-. ...,:,�tt✓,!� ��•r." ,. .. ,. 69H Rp1Ji�P. 117pR EY•7:1��? .. -. .. .. .: ,.. ,. .�`}7 ! • •. , r '11 F .. S'f 'L'�'° FIS M {'�' 7�n ry a•, Y yJ J : r• .. _ _._.._. -....._...._.._ -...... :. ..__.:_.._..,,.: ....._...,._..:_,,,.,,,;>:.:,.,hrer• ,a.-,4..,,,em3,.e,ia+;rs-mw_ail;an, muu,w.m. '•s, w , _ _.. .. ..... .. ...... .. _. ._.:•: _ - - , Min 11. IV L S W 1\ �� �'• . 4 -011 \ -- -- —_._—_— _-__— — _ _- 50'-b" _ ARCHITECTURE PLANNINC3/INTERIORS 5'-b" 9'-e° 9'_5" V-511 R �R 51-811 '\, '` .• q TEL (503) 274-5432 FAX (503) 274-0085 • I I I I I sz25 NW 011, aan St . Portland, OR . 97209 I I I I I I 5'x5' 5'x5' 5'x5' 5'x5' 5'x5' Fp•S• F.O.S. -� . --- t I. -- 2x4 AT 4'-0" WITH 1-1rod BOTTOM CHORD TRU55 OR AT ROOF JOIST AND SIMPSON A35 N S AT BRACE TO TOP PLATE. 1 I 1 a�1 e 1 I /n 1 - �\" 1 I I I ti/ a " ;l ;1�. I I I I 1 I I 11 I I 1 I 1 1 l I K 1 II I H I � l ! N I II I H I � l I 1 11 I J l I II I ' 1 l I ' ill ('ALTERNATE LEFT TO RIGHT). pl 11IN � Of ' ;11; �/ '� i �1,� :; �'� b. PORTLAND OREGON _LL_1 _11_1 N ''111 �m1 OF (r � � HYGIENE 2 624O7LJ11` '-Ns-'I T2 10 9 8 _ \ 1 --------- u - ,� -------- 1 �X. a� � � (�� ►t� n- d r- I 2 - `� N TYPICAL TYPICAL 1'_m, �,� ('✓ - -, 5'-0" I 4'-5" --- 8'-I0" --— _---- - 10-6"_ 3'-4" - X o .n * Ll �—t I I _ I ROD AND SHELF ..�. I :•r ; ---- __-/ ( ITi i i i �: = O'. `` 1 _ ,moi u o 11� rr --- n (\ ) _ iL 1c I ' ' �L6.QIL1 TI i l w w 5 I r f 0 I - --- - --'-- I PRIVATE OFFS A TOY 1 I i i �� iU�l \\ f r��� �i i 1 z Iwo �z7 L_DQR �_ lj I �I uQ .\ 1I I 11 r$�ti O� v ILL pp 14 LOFT' n O 14 1 I I 1 Li 2ND FLO R `�' ROD AND I I t I ----- - - --'--� -- 21 v t5A SHELF ' p i Sr-==� T,.a - I I I I I� j` CY � - 1----�--- -�y L-------�-- --1---- ---J , - -- - - 1 STAIR � --- " �'' _ I I i ---------- DN � O (� ^ --------_-_. oD � to `_' I I - - ---- NOT • ALL. SURFACES _ - - _ CIG13 al 9 1 _ �_ I BUSINESS O - x�! m UP _-___"l_ IN STORAGE AREA 11NDER ' 3 I- HANDRAIL Y I' \\ is 9 i STAIR TO HAVE 1 LAYER `^ x ' >'u-j EACH SIDE 1 / ' `r 1 -- ;' �� 0 1 • �`- ROD AND SHELF ' - X t �p pp 11 5/8 GYPSUM BOARD AT 1 1 $TAFF LAy. 1 ! — - �� WALLS AND 2 LAYERS ;1 1 9 1 I .........: -�-, - --- 811 UM BOARD UN ER SIDE - I OF STAIR - Al )I - - - - - _ _ J - I !2PN�!jLTATIO12 ------'----- -- --------- 111 r�� I III V I � I I - / ►� C1 Q ---— l; 1 REFRIG I I I I - „ 12 0 _ __ _ w IL � __-_ J 1 � 1 i 15 R AT ��/a!1 v- - -� •°i�� pZ J ,l! _ t 7 —. _ _ m 13 T. AT I0 / O 1 r pC (� I N - I - �n— I 1 1 lK w L_MIRCRgVVE 00 L„ i IN UPPER CABIHEE�' \ __-__- �— - - - - - —__ =_w� RECEPTION --�-- z ROD AND i it nr 2 I _ _ a SHELF W 1'-I0" b'-5" _ iL_11 i ' w -- _ - _ I -------------------------- - - --- - HALL ll ��J��JU ll lI �/n1U'vl G�1 U ��Il J ?A� QUNC�E X18 18 \\ \\ 1 I - :; f: -------------------------- ------------------------------ 21-011 ------- --- ------------------------•-- log F.O.S. `\ H 4'x5' MCH.g,0- i i i r I ACCESSIBLE \t i, L- ---L UNISEX LAY. I C0100 20 1 1 JL" ,' , \\ I \ T��j-yr1 P�f7� I-,"1 I I l ; \ / - __— Issued F.O.S. WAITING �'_ „ - U —� -- IIS \ ___-.4. 0 U010- X Revisions 1-21-99 --- 1 L101i ° lli I I NOTE: ALL EXTERIOR DOORS AND WINDOWS SHALL BE CAULKED L010T)WITH SILICONE SEALANT. EXTERIOR DOORS SHALL BE WEATHER STRIPPED. 0 0 0 0 0 0 0 0 0 0 0 0 iNOTE: ALL GLASS DOUBLE PANG WITH 1/2" AIR SPACE, LOW "a" COATING. F.O.S. i' NOTE: BRACE ALL INTERIOR WALL AT 4'-0" O.G. WITH 2x4 TO ROOF � I I \ 4'xb' 4'xb' 4'xb' 1 FRAMING, SEE 3/3-I. I Nte � INDEX TO DRAWINGS -- Job No. 98110 Q QQ Q v2 3.1 FLOOR PLAN LL LL ll 1 1 LL 1 4.1 EXTERIOR ELEVATIONS y�.� b'-1'/4° 11 11 „ _ 11 1 42 EXTERIOR ELEVATIONS �� by : 7C3J/5J°J _ h -Im - `_— 7 2 - 5 1 5 101-61,-- — 10-h 5.1 BUILDING SECTION SIZI STRUCTURAL NOTES Checked by : FAS 53.1 FOUNDATION PLAN 53.2 FLOOR FRAMING PLAN 833 ROOF FRAMING PLAN Drawing We 54.1 FOUNDATION DETAILS FLOOR PLAN 86.1 ROOF DETAILS -- -__ -- a o� Sheet Na la o 00 r:N �� FL010M®G3 ��LQN M r- 0N 1 >I1 1999-0003.5SCALE: 1/4" 2 1'-0" 2,3 oE 8UP 1999-00289 a MEC 1999-00297 V)015885 SW 116"" AVENUE ^� PG 2 of II 4 ``z If this notice app-ars clearer (11,111 the JUN 0 2 2000 current, the document is of marginal quality. tlIll'{OI1led • h y + INCHT 1i1i1`Ml►oc�lot�G1�My) 1� I, i I Iji `i'i{i'E; �l�:ll�il�{I i l{l;l�i�l� ;� Ilillli�l{Ilill I :jiilillillll�iii{l�I�I�II I � fi i��llllll�ll{! lIII'1lIj�ILI1IJ!li�llll i� III�II!�.III1L1lIl Illi{lIII ! 4{!i 1114!{1111i11!!l lilill !!III !!) ii11 I , ,I 1 I 1 I i 1, ,t ,,, - _" ,111„ 11,1; It ! 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FAX (5 0 3) 274-0085 .:...............I.................. ::..,..:::::::................,.............,................:....".:':...::... � ...... .._. ........ .............. ........... - - __ 825 NW 011aan Sr. . 12 / _..__... _. _ . .. .. W _ _ _ _... .._ ._._._...._ ...._..,...... _............. .�_...........- _ - - 12 Portland, OR . 97209 6 .... _ r ..... .. .. .......... 6 I .................................. —_—__ _ •• -....,� ,� .................................. . ._-_,�...m N....,.. .... . A, w . ........ ..................................-.................. ..........................- ........................................-........ ,. �D ► ................____ ._.__ - - .................. ......... - __..._ -- ---- ------- _ �— F'REFINISHED METAL GUTTER ELEV. 10'-0" - — qU TOP OF IE 2 011 - _._._..._..__. _._...._ _.___.__-----. - w l„�• 1 Tyr� ( � � I ORTLAN OREGON j PAINTED WOOD TRIM (TYPJ ..u.... H...I ..L�......1�... ..11... 0 F o it 1 ILl _ ' •,,,;_':,,.',., M - INSULATED GLASS ( TYPICAL BE , VINYL SASH WITH DIVIDEDEDLITE BETWEEN ; �...{...1.. I � ..I. � AL.. WINDOWS) i 1 SHING S _......:...>..<.. <.. t i WOOD LF SIDING lTl'P) ,t ' }J..l �...1 11..�11. 1..1_.�... �1.. I.l �.L �(� i 1 ,v w ELEv. ■ 0'-0" _ I .. + it 1 14- i i i i i i i� :--• , qU FIN, R ---- — I u v _ — 1 �✓ PREFINISHED METAL DOWN SPOUTz Wo 0 0 ,., . E3 � A 5 PAINTED DOUR � ,k��„ - SIDE LITE - 12"X12" PAIN'T'ED WOOD COLUMN z 00 O :_:: : 1 Lu CY' L LL, 0 � z � 0 0 a.. .......................................... ................... ........... ��_......,.... - =_= - � Q 12 _ — — 12 ..................... ..,-„-,_........ ................-......................_... ...............,..... .......................................... ......I......... ..................................... ............................. ,..............._ ............................... ........................... .................................--,,,.,,,,............. - ASPHALT SHINGLE ROOFING ................... ............... ....._.. • ....,.....................................--.,....................,............... ............._..... :....,.......................................... - __ _ — _ _----__ __ _ PREFINISHED METAL. GUT — .- — ...: ........... ........................................... .. ..............,.......................... ................:.... , ELEV. • 101 011 — �_ -- .-..-„-.�.............�.. .... � . '1 .............. ................................... .............................,,.......-..................,._...........,.................................. ..............................—.--...-............. .,..........................:..,......_.. ....................................................... qU OP ..._ ......... — X11 /f1" ......................................................................�� ............,............. ................................... -- _— L YI •• .. � f i T`r•P. 1.. — .i. 31,...... .,1.1..... ...,,�,. i..,.,,.,...< ;...r...r,. '.. ,•i... ! 1. 186ued s „ ... I Revigilons WOOD SHINGLE SIDING il..,_.4l_,�•�.. I i __1� � ----- ----- IaJOODcN WINDOW W1 ---• �..�. �..J•,,1,,,' �, ..... l.l. I 11 i. 1.1.....1..1. 1 l.i.,....i..l.. 1.,1 II TRUE DIVIDED LITES ; 1 .. 1 .. .,..... t... ...J...E...;l i.�... , �..1... . ...I: PAINTED WOOD TRIM (TYP.) —_—_— III II I + i i i I it ELEV. - 0'-0” 1 _ - L_ l L l- t t-X1 _l_ SIJ FIN,TL -- PREFINISHED METAL DOWN SPOUT --- Date VINYL SASH WITH DIVIDED LITE BETWEEN - --' job No. : 98110 INSULATED GLASS. ( TYPICAL ALL, WINDOWS) rG' �Uu7 D O U V Drawn by 5GR Checked by : FA5 Drawing Tide EXTERIOR FLEVATION5 -° rn x a Sheet No. .D ¢o I N gi ati t I 1999-00035 l 13U1' 1999-00289 cn d T= MIC 1999-00297 v o 0 0 15885 SW 1 I6"' AVENtIE LZ d a-d I/(1 3 of I JUN 0 If 1111 notice 71111)Cill'S clearer (ll All tI1P 2200 a rf 1 srk y ik"' 11111(`Ilt, the 110('11111C11t IS of Illal'gillill tlllilllty. t u::, :y k` �,�°K,, .1 y�. d {9 t } ty^✓:. x .'.1 a .+.. :��, .�, I a a,;.._:r,� .. ^:,,,t:�,.h,�,Vi,,-,,t,�,,,y*,`.I..,,.�..t.,,,,..,,,.:•,,-.:.,.a,,..,.,,.....-.., .,---� ._.A���.., �.�. _.:..:�., �.,.,..,,rur=.i.t; .T h-i,•,.�..,„_..:�..,'..,..,.,.,tiL:o--�,•,LL,�....... � �,..:�YA:,xr.,�:.,t,e;c::i...a .<,,r.'.,._� :f,_,..,.,.,.,.,.,,�:�._.:..:.,,... .a,,..rr,'."�'.,._•..,.,f:_.,.. il,.l!I 1I1 I�I1 I 1 I,I{LI II�.I MAK I_I II0 II II C(!HILMIIIA 1I1.[1_,!111_1{,!111_1I.!!l.,is.I.I.t1_I_l.t.i..�,I_►-.n.l_l.l_l-l_I�IfI.i!.I._I1!.f.i.I_�i_1i.l1 lt,,1tt^ vo 1 ,I.1_1 I.I..I i1.4.fI1H-i.11 t.-l.l.l.i�Il.i.llii I TI i Illll1flIl{llii{iIlI'lI,lI lillI.1il'lil{.�.1.ilj1.�.lIIl1�h 11!lllll�f 11! 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TEL (503) 274-5432 __..._ _ _ „ _� . _ 0 274-0085 .. __._..-.. ----..., _ •. .- FAX ( ) _ ._...,_ M_______ ---- — -- _ _ 8 2 5 NW O l i s a n St . _. — — ._ _. .— _ • .......................... ........- — ASPHALT SHINGLE ROOFING .................. -`�-'--- - --•---•---�- Portland, OR . 97209 __ ____-_ ___ _. _— ____ ........... ........... ............................ ........................................................ ............................. ....................--...........--...................... ............._............... ,.......,............................._...............- ............................. �.i�.._....... .......................... - 10'-0° — _ -- - — PREFINISHED METAL GUTTER ELEV. l.a....!_ l�..a- .,. v� Baa ... ...- .. ...-.• ... ' . ' PAINTED WOOD RIM T T i I _ P RTLA , OREGON WOOD SHINGLE SIDING OF _.1.:J. i I i I i I I I _1 i •-� -f-'- i 'i ! - i- -!1- i ,� 1 u_l]_ I _ I I l 11 ELEV. a 0'�Q" 1 _ 1 I i i 1 �1` 1 :..�� .... _ 1.. :.t. WJ FIN, FLR PREFINI5HED METAL DOWN SPOUT --- vIN'rL SASH WITH DIvIDED LITE BETWEEN INSULATED GLASS. ( TYPICAL ALL WINDOWS) 0 z 00 a !_� M Kill 0 III_'II_�III n C) :ffiitif:tifftfi,. U :-- ___ ._.._ z ............................................. _ .. ::ll:itittiit[titittl122f i12: ••'itf.....11i- •,,_..:•,••:••••.w,tittti:332itttt_ ...............,............-.....w....... I I O ...... ......................................................... ......................-.. ...... �.. ............................ .................................. \� n�1��•, _ .... _ ... /r __......r........ .... 12........«+ +�+ .. ............:wwww..... vww...wr..�/ ...�- .....•' ... ........ t .... .... 6 1 �: 6 w _�: .��:w-..� _ ASPHALT SHINGLE ROOFING (TYP.) __ ......._-._._.W.. ..-. .-. _ — ----- 0 ......... ........ 1 ............................ ..........,.................. ................ ................................. .................... ..... -............_.. .. PREFINISHED METAL GUTTER (TYP) ....... ............................ .............................................. --- - W/TOP OF E _ j................................. ': s 2TYP.1 I ...i..._.i�,. ..i. ._.i.. .,�.T..,. i _..._._._..._. Ti� i _T I � _._'' � .� i. I—3-- -�• ^i. 12n X12u PAINTED WOOD COLUMN k l.....l..1...1. ..1 i..�...1.. ..11......�...1. i ..l.l......f..�.,1.; ,I II.... ; .11... l 1....'_ ll.. ! ;•a 11....I... I { I U-111 I FIBERGLASS PAINTED I.�—IEL 1��1.-1 Ltj a 11�_ .�,1.. ED DOOR Li ' ' 1L !i � Issued . i i.. .. 1 .. I.,.. .. I I !_ �_ i1._ �.. ....` Revisions . i ... �.I .... I. --'j? i i {I `r' '� — SIDE LITE --- — — fl 1. ..1.. �1..L..11._.t j.:. .�.. �.r 1:: .Ll.. J �.I..L�... I l__1-�1:. 1__a.. :; :� � i ELEv, a V-011 I I' _ PRE1=1N15HED METAL DOWN SPOUT e WOOD SHINGLE SIDING (TYPd PAINTED WOOD TRIM (TYP.) --- VINYL. SASH WITH DIVIDED LITS BETWEEN Date INSULATED GLASS. ( TYPICAL ALL WINDOWS) Joh Na : 98110 C �Ct Drawn by : E3GR 2)SCALE: I/4" = I'-m" Checked by : R45 Drawing Title EXTERIOR ELEVATIONS rn tet. ,t t) x �� Sheet Na I d rn © S11' 1999-00035 DUP 1999-00289 MEC 19Sk9-00297 u n E 158X5 SW 116"" AVENUE Lnop p-G4of' II 000 ci 7m LSW ARCHITECTURE PLANNINGANTERIORS TEL (503) 274.5437 FAX (503) 274-0085 825 NW Olisan St . Portland, OR . 97209 Arc ^� 1,480� ^' J 6ORTLAN , OREGON OF 049 4 CONTINU0l15 RIDGE VENTING SYSTEM BY ROOFER TYPICAL ALL RIDGES z 2" AIR SPACE — -- - no ASPHALT SHINGLES OVER -- — -- -_�� *. . 12 h5 FELT OVER PLYWOOD SHEATHING \ X I (� O BATT INSULATION ,R 30) 5/8" GYPSUM BOARD WITH FOIL ON WARM SIDE \�� \� ( � TYPICAL �� t ILUO INSULATION BAFFLE — - --- -- y: TYP, \ ? 2x BLOCKING WITH (1"xb" NOTCHE ------- PER —PER BLOCKINC% / 1/2" PARTICLE BOAFZD ON t 2x4 50FF11- 3/4" T.4;G.FRAMING ----- PLYWOOD _ ISD'-0" _ � Q -- ---- -- - - TOP PLATE------- CONTINUOUSMET L \ DUD) z GUTTER -- --�-- �—� 2x10 AT 16" Ob B .G. / � lxLOCk..,rG Ix8 FASGIA SUS'--ENDED ACOUSTICAL / SUSPENDED ACCJSTICAL �'"1/�r �� O GEILh4G LI/2" GYPSUM BOARD -� CEILING NORTH WALL ONLY: 5/8" TYPE "x" GYF'5LV WALL CONTINUOUS METAL - �— 5/8" GYPSUM BOARD TJ IA.T.'RpDEO..�CEOF I 'A 3,NING, GONTINUOUS SCREENED VENT TYPICAL �+-+ i� J 5/8" GYPSUM BOARD --- ---- - -- c' I C Ix£ WOOD TRIM 2x6 STUD WALL AT 16" O.G. TYPICAL z -- -- WOOD SHINGLES SIDING OVER --- R-19 BATT INSULATION WITH FOILON WARM SIDEPLYWOOD- BUILDING / 1 1/8" T.'G. PLYWOOD- � BUILDING PAPER / ! GLUED AND NAILED PLYWOOD SHEATHING —' ' _ _ _��"� �.�..� •' k ' �(k.;( �(.�.�( - `r..x.x.r r.x' .,� ..r... .�.>�>L- X. .k. �_ : X ' 7 ICY. .�... :x-r. MKy�x. �..�.. . •}..a .a` XX � SUBFLOOR Ixb WOOD TRIM .........................................{ ....... ......................................,....................-.................._.. ..................................... ..................-...... ........................................................................................ FINISH GRADE 24" MINIMUM 1` FILTER FABRIC i I t '� -I CLEAR 3/4" TO 1/2" CLEAN WASHED GRAVEL Issuedi OUNDATION DRAIN - _BATT INSULATION (R 30) - SEE CIVIL DRAWINGS WITH FOIL ON WARM SIDE Revisions CONCRETE FOOTING AND WALL - --' b MIL VAPOR BARRIER SEE STRUT. FOR SIZE AND RE INF. BLACK TYP. A BOBIULDN'3 SECIMON. IV-ALE: 1/4" s I'-0" --- Date Job No. : 981iO Dmwn by : KJH Checked by : F045 Drawing Title BUILDING 5EC:TION ,a Sheet Na 00 D rn � IQ cD N�t x I to x ►� '7i N - 00 till 1999-00035 o lit ll' 1999-00289 p v Nil,-'C 1999.00297 15885 5W 116"' AVENUE PG 5 of 1 I v _o 0_o Ll. CL MFI If this notice appeals clearer than the ,JUN 0 2 2000 rlment, .he document is of marginal quality. 1Tl1Ci'Or1�1-ne TCf�1�l�1 yl�l�lTT INCN MAD[ m CHINA ( .. I IflIdol'. I I itl 1 1Fil! II Iit ! Iii li i ( t11i ,r r tarn rttrll trtl r IIo�II,I ILII ! III I f, ,! 1 1!!1.11l, ln1l . 1, . 1.1111! ilInllII1Illi !! t1111I1t11 1111tliufit ,�� I ,, .., fill 1 __, _ . .-..L__ - ,._ L..... .-,..11 _.- .�..,....I.._ �_... ... i . . t i . . I I! , low*0 .. ......:.... ... j .ra+2►un�w.. '+aik,+:aw. .�.t. yes, s.. �.,.a..,.,.,,a,ir..s d , y , r , F 't 'h Y.. r y +11M it , I am � d ull4. :r • s .,.).. , t'.....,.. O - L. Sw . • P. ARCHITECTURE STRUCTURAL NOTES PRE-FABRIGAl c`D FLOOR 40 ROOF JOIST°+ PLANNINO/INTERIORS 1. THE GOVERNING CODE 15 THE 1991 UNIFORi'1 BUILDING GODE (U.B.C.). I. ALL ROOF AND FLOOR MEMBERS SHALL BE MANUFACTURED BY TRU5 JOIST MACMILLAN 2 ALL NEW CONSTIRICTION HAS BEEN DESIGNED K-* THE FOLLOWING LIVE AND SNOW LOADS, CORPORATION OR APPROVED. UNLESS NOTED OTHERWISE. 2 ALL JOISTS SHALL CONFORM WITH Al.:_ APPLICABLE PROVISIONS OF THE U.BC. TEL (5 0 3) 274-5432 A. LIVE LOADS 3. J015T5 514ALL NOT EXCEED A LIVE t_OAG• DEFLECTION OF 1-1360 AT ROOF AND L/600 AT FAX (5 0 3) 274-0085 80 P5F FLOORS, OR THE WORKING 5TRE55E8 A3 SHOWN IN THE U.B.G. STANDARDS FOR MEZZANINE FLOORS.---------_._ 125 P5F APPROPRIATE MATERIALS UNDER A TOTAL LOAD OF: FLOOR PARTITION ALLOWANC:E._.. 20 P5F 40 P5F FOR ROOF STRUCTURES. 825 NW 011aan St . U.B.C. 90 MPH EXP05URE B 110 PSF FOR FLOOR STRUCTURES. U.B.C. ZONE NO. 3 4. JOIST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED SEARING Portland, OR . 97209 B. 5NOW LOADS REQUIREMENTS WITH BEAM MANUFACTURER ROOF..,_____,.-,__,_..-,.,._„___ 25 PSF MINIMUM ROOF SNOW LOAD 5 JOIST MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. GENERAL. 6. TJI SERIES I, UNLE55 OTHERU15E NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, BLOCKING �+D AR^ BE THOSE 0O FORMIW* WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE AND/OR SHEAR PANELS,METAL BRIDC�ING ASSEMBLIES AND HANGERS, A5 REQUIRED TO (, M05T RECENTLY ADOPTED BY THE PERMITTING AUTHORITY, PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. Gjf «. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY 1 LU1,1BER, NOTED ON THE PLANS AS "PARALLA4M", SHALL BE PARALLEL STRAND LUMBER, I�Re � SOALL DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE (E). A5 MANUFACTURED BY TRU5 J015T MACMILLAN CORP'ORATIO'N........ 3 SHOP DRAWINGS $HALL BE REQUIRED Ohl REINFORCING STEEL, AND SHALL BE REVIEWEL` I S NEPRIOR TO FABRICATION.UNL.ES5 STATED OTHERWISE INTHE SPECIFICATIONS, 51.1BMIT ONE (1) PRINT AND ONE NAILING AND CONNECTION SCHEDULE , OREGON (I) REPRODUCIBLE FOR REVIEW. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS l 0 4. FIRST FLOOR SHALL BE PERMANENTLY ATTACHED TO WALLS OR SHORE WALLS PRIOR TO (EXCEPT AS NOTED ON DRAWINGS) BACK-FILLING AGAINST STRUCTURE. ��� 5. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND, CONNECTION NAILS O LATERAL EARTH ANO SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING STUDS TO PLATES - END NAIL TWO (2) *d SYSTEMS HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSAR*. OR - TOE NAIL FOUR (4) 10d FOR THE STABILITY OF THE STRUCTURE AND iTS PARTS HAVE BEEN MADE. TOP PLATES I BOTTOM PLATES 6. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, - SPIKE TOGETHER 10d AT 8" ON CENTER ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THF_ MAANUFACTURER'5 - LAP AND INTERSECTIONS FOUR (4) lad EACH $IDE JOINT rl AOR JOI5T5 ROOF JOISTS CEILING JOISTS INSTRUCTICNNS. - TO PLATES OR BEAMS - TOE NAIL TWO (2) 10d FOUNDATIONS BLOCKING TO PLATE - TOE NAIL TWO (2) 10d 1. FOUNDATION SIZES ARE BASED ON AQ TOTAL LOAD BEARING SOIL PRESSURE OF 1500 PSF, BLOCKING TO JOISTS - EACH END TWO (2) 10d 2. ALL FOOTINGS SHALL BE FOUNDED ON FIW, UNDISTURBED ORIGINAL SOIL, OR ON COMER STUDS 10d AT 12" ON CENTER (�� ENGINEERED FILL COMPACTED TO MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE ASTM 2x LAMINATED BEAMS 10d AT 12" TIB STA66ERED z UlJ D 155'1 DENSITY. PLYWOOD SHEATHING 3. ALL FOOTINGS SHALL BE A MINIMUM OF I'-6" BELOW FINAL GRADE OR I'-0" BELOW I. ROOF SHEATHING 5/8" INDEX 40/20 EXISTING GRADE, WHICHEVER 15 LOIZP, AT EDGES OF EACH SHEET, BLOCKING i WALLS Sd AT 4" ON CENTER 4. ALL P15TUFZBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION AT INTERIOR OF 514EETS 8d AT 8" ON CENTER ISI r AT BOUNDARIE,5 OF ROOF 8d AT 4" ON CENTER TO NEAT LlriEa. 2. FLOOR 5HEATHING 1-1/8" 2-4-1 TONGUE AND GROOVE CONCRETE - CAST-IN-PLACE AT EDGES OF EACH SHEET, BLOCKING I WALLS 106 AT &" ON CENTER 1. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY"-CURED AT INTERIOR OF SHEETS 106 AT 10" ON CENTER COMPRESSIVE CYLINDER STRENGTH OF 250.0 PSI FOR FOOTINGS. AT BOUNDARIES OF FLOOR 10d AT 6" ON CENTER CJ 1J L CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5% (+-) 1% ENTRAINED AIR, BY VOLUME, APPLY A 1/4" DIAMETER CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE CONF001ING [�0 CONFORMINS WITH A5TM C 260. WITH AFG-01 TO TOPS OF ALL JOISTS, BLOCKING AND PLATES IMMEDIATELY PRIOR TO 2. A MINIMUM OF THREE (3)CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH ONE PLACING PANELS. �� W HUNDRED (100)CU. YARD*, OR EACH DAY OF FOUR, FOR EACH CONCRETE STRENGTH. 3. WALL SHEATHING 1/2" INDEX 24/0Lu ry CYLINDERS SHALL BE TESTED A5 FOLLOWS: ONE (1) AT SEVEN (1) DAYS AND TWO (2) AT EDGE5 OF EACH SHEET TO STUDS, BLOCKING t PLATES 8d AT 4" ON CENTER O AT TWENTY-EIGHT (26)DAYS. AT INTERIOR OF EACH SHEET 8d AT 8" ON CENTER 0 n 3. CONCRETE CYLINDER SAMPLING AND TESTING SMALL CONFORM WITH ASTM AT BOUNDARIES OF WALL Sd AT 4" ON CENTER i�" SPECIFICATION*. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS 4. MEZZANINE FLOOR SHEATHING 3/4" INDEX 48/24 TOi�3UE AND GROOVE `--' 1o�, " OF A.C.I. 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". BLOCK ALL EDGE5 WITH 2 x 4 FLATS r 4, CONCRETE MATERIALS,FORM 1 , MIXING, PLACING AND CURING SHALL CONFOF411 WITH AT EDGES OF EACH SHEET 8d AT 4" ON CENTER Q THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF CONCRETE PRACTICE", AT INTERIOR OF EACH SWEET 8d AT 8" ON CENTER � 5. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. AT BOUNDARIES OF EACH SHEET 8d AT 4" ON CENTER �� APPLY A 1/4" DIAMETER CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE CONFORMING (( )) FRAMING LUMBER WITH AFG-01 lc, '-PS OF ALL JOIST$, BLOCKING AND PLATES IMMEDIATELY PRIOR TO �� 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, AS NOTED BELOW, AND SHALL BE PLACING PANELS. Z_ GRADED UNDER THE MOST RECENTLY-ADOPTED RULES OF THE WEST COAST LUMBER //----�� INSPECTION BUREAU (W.GL_I B.). OTHER WOOD CONNECTIONS SIZE CLAS51FICATION GRADE 1. ALL PLATES AND LEDGERS SHALL 5E ANCHORED WITH A MINIMUM OF THREE (3) ANCHORS FOC 4 EXTERIOR WALL STUDS NO. 3 OR STUD GRADE FFR PIECE. B. INTERIOR WALL STUD* STANDARD nR BETTER OR STUD GRADE C. JOISTS NO, 2 MINIMUM SIZE AND MAXIMUM SPACING D. BEAMS NO, 1 2. PLATE$ TO CONCRETE FOUNDATION WALLS 5/8" DIAMETER x 10" ANCHOR BOLT AT 4'-0" ON CENTER E. POSTS NO. I c27- , F. BLOCKING, PLATES, BRIDGING STANDARD OR BETTER OR STUD GRADE 3. ALL FRAMING CONNECTOR$ SHALL BE SIMPSON OR APPROVED. FILL ALL NAIL HOLES 11jQ 2. ALL MEMBERS 3 OR LESS (LEAST DIMENSIONS) SHALL BE 19ge MOISTURE CONTENT, WITH NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. MAXIMUM. HANGER5 TO DEVELOP STRENGTH OF MEMBERS. �� 3. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING. 4, PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. 1�- ) SOLID BRIDGING AT 8'-0" ON CENTER MAXIMUM *HALL BE REQUIRED WHERE JOISTS HAVE A FIVE-TO-CAE (5:1)OR GREATER DEPTH-TO-THICKNE55 RATIO AND WHERE OINE (1) EDGE 15 NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC, 4. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A.W.PA. 5TANDA!?D C-2. PRE55URE-TREATED LUMBER SHALL BEAR THE AW.PB. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. 5. FOR NAILING, SEE SCHEDULE AND DRAWING5. PLYWOOD SHEATHING I. ALL PLYWOOD SHEATHING SHALL BE C-D GRADE, UNLESS NOTED OTHERWISE (WITH EXTERIOR GLUE MAAYACTURED IN ACCORDANCE WITH UNITED STATER PRODUCT GTANDARD Issued PS 1-83/A1N.S.1_ AI99.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"), SHALL - CONIFORM WITH U.B.C. STANDARD 23-2 AND SHALL BEAR THE A.PA, TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. Revisions A. ROOF SHEATHING 5/8" INDEX 40/20 B. MEZZANINE FLOOR 3/4" INDEX 48/24 TIG C. FLOOR 1-1/8" 2-4-1 TIG -- -D. WA1-1-$ 1/1" INDEX 24/0 2. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. 3 F3LOCK ALL SHEAR WALL. SHEATHING 'aUITH 2 4 FLAT BLOWING AT ALL ED6sES. - -� 4. NAIL IN ACCORDANCE WITH SCHEDULE AND DRAWINC.s.5. 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LE55 THAN 1'-0", EXCEPT AT PLYWOOD - ---- -- --- FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-C", UNLE55 ALL EDGES OF THE UNDERSIZED S�;EET5 ARE SUPPORTED BY BLOCKING. 6. WAFER BOARD OR ORIENTED STRAND BOARD CONFORMING WITH U.B.G. STANDARD 23-4, GRADE 2-M-W, MANUFACTURED WITH EXTERIOR GLUE,MAY BE SUBSTITUTED FOR PLYWOOD, PROVIDED IT WAS EQUAL LOAD/SPAN RATING INDEX AND BEARS THE A-PA. TRADEMARK Date OF THE AMERICAN PLYWOOD ASSOCIATION. 1. CONTRACTOR 15 TO PROTECT FLOOR AND ROOF 5WEAT141NG FROM EXTREME WET CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPA115ION CAUSED BY MOISTURE. ADDITIONALLY, Job Na : 98110 PROVIDE PROPER PANEL SPACINGS PER THE AMERICAN PLYWOOD ASSOCIATION RECOMMENDATIONS, Drawn by KJH Checked by Drawing Tide STRUCTURAL NOTES 7 Sheet No. a vl rn � I 0 o e �1 100 � r-O� til'I' 1999-00035 i BLIP 1999-00289 4) v 0, MEC 1999-00297 � E 15885 SWI 1li111 AVENUE PG G of II v o O O ----_ If this notice .Ipllcals cici>rvel• Ihim the iUN �Q0 ., Ilmcnt, the dllculncll r i.0 Ill ill 1 u,71-fty microfilmed K I , . f - e 1 y .'F J77 1 > d J L ti ., t I I I I , : i r � t LI1. 1 i x _ 1 1 1 1 111 1 lli 1l illlll 1111j111111II! I i . I i I1 Ii Ii III li . � I ! Iii TACH MACW IN CHINA 1 ( 1 i AC J yt r I Ir► y , r- . .. r 1 11 1 .11I1 r 1 Ii,l . .ilill.._II f_ _ ' - f 1't s Y A 'ni•n t1 E„ 1.. yrs i `r r).�. q��,� 13 f k S , �f Y m r I , r R,. r 1 rpr � . : .,. , :,.tr .-,. . ,:: , :. .. .., I. -. ..:..:ate .., ., ♦..A n f:wr :. r.. _ ., ... .. ,. �., -.,...r. ,. P, r „ :c. i . :d a, Zit Fr E t . q :-::.. - .. .. ,,.. ...,, .,., x wu....,r 9r:-'..Y...,a s:r+a,.,w,.i.• Alw........tad a.. y,a• A , ., ,., ��-,. r i G ,yA.ip M4M•M1A'R,:YYir., ry,r , t y.. y 4 a= •,n� a x�. §x r qr�r u yIaP� , ��_.. t t � d �� t: �• 1 � nrfIt�vMs,Z r�`f{� r ��^5 tf ,�7� i�i•'J� %.. r r' r �.4�'' ,i�"N � a rk�� (� •�{,� M G R ,`l�'�1p y 4t {{ yh_ fl d ktr� t; U tiv'.41•t M w P. C.LS.W ARCHITECTURE PLANNING/INTERIORS 50,_611 TEL (503) 274-5432 _.-- FAX (5 0 3) 274-0085 825 NW Olisan St . 10'-3" 10'-0" 10'-0" 10'-0" 10'-3" ---- — - _-__-- -- —.-. ----_— — Portland, O R . 97209 E EQ, 10-2" 4 � G — PORTLAN , OREGON i I TYPICAL VENT&4� zi 0 F II II 1I ! 1 TS TYPICA L 2 I 2 g4.1 �— I 54.1 1_ 34.1 _J L--_ __l 17 3 54.1 4,_911 ��: — T I'-b" x i'-0" CONTINUOUS FOOTING I I FOOTIi G 5CHEDULE I — Q --� — — W—tH (2)04 RE5AR CONTINUOUS TOP AND BOTTOM F.D.G. F.O.S. — — — --- -- — F.O.S. _ _ I— J — TAG 5122: - J! _ k. 1 (— IIE 4x6 P.T. POST WITH �.�QQ 1� fi 36u ROUND x 1'-0" FOOTING W F _ I I � i w •- -- -- L o �] I �.. „ 4x8 P.T. POST WITH 5 -f' C2 3'-0" $a x I'-0" FOOTING Q a 00 2 2 54.1 3 64.1) — 1 2 = 46 P.T. POST FROM FOUNDATION TO ROOF WITH 3 in 3'-O" 50, x 1'-0" FOOTING !i - W/O }MINIFORGEMENi T — =•:: � F �l F J I I 'L �-' I ® ! ® 03 1 I I ® bxb P.T. POST FROM FOUNDATION TO ROOF WITH O L- J I e O X-611 Sa x 1'-m" FOOTING "� z I 4x6 POST FROM FOUNDATION 7C ROOF I I s W/ (4)014 x 3'-sal' REBAR EACH WAY J O i I � © 2>C(b alh" O.C. STUD WALL - 9 I ( ON 2x6 PRESSURE TREATED ! 3 I I e 4'-0" SQ. x I'-011 FOOTING 1 .�L PLATES WITH 5/8 ROUND _ 3 2 I • 0 �YI(5)04�� '-6" REBAR EACH ANCW)R BOLTS a 4'-0" O.C. 2 ( I WITW OM J � 54.1 1� 1 54.1 - I I - 4 z1� 1 / Lu �t 2I J . — J F.O.S. - _- CEM 54.1 i L— _1 _— — — — — — — — — I Q al 4x9, POST FOUNDATION TO ROOF I 4.1 'A ow L— Imued 1'All + 4 1 — F.O.G. — — — — _, — TYPICAL VENT I I Revisions 2'-611 54.1 —— II ' -1 J F.O.G. 2 -- — ——_— ° '_• —� --- A - — — — — — -- -- — I I 54.1 I i IDate ROP, — ." ''—• ._:. — � 17 �a F.O.G. _—,— Job Na Drawn by : KJH 2'-611 1'-61I R7 Checked by : FAS 4 o Q 4 ii Drawing 71tle : il'-t3" ro'-ID" 15'-0" 21'-D" `. -- -- --- FOUNDATION PLAN it3'-b II ROOM 3 00 54'-hl. Sheet Na ,It OUNDAT110N PLAN N 0 O s l'1 1999-0003 5 v Ill i1' 1999-00289 SCALE: I/4" • I'-0" Q p E MEC 1999-00297 15885 SW 116"' AVENIJE 0 � o �o. o... 1 7 o f II IT- E ii a d i G.„'� ,�Tr•{:;� ,'I K,g4,. eta y,d..al..�,- 1!k,,,', ,x y. , tib'.-ori. ,�d i Iry".«+yl��, r j r, If this notice >711pcars rle;lrer 1111,111 the auN U 2000 "'Y` ',, ; .a. ;' %'`.•«�`' hell lite t1ocument is ill Intl Intl ualit ., cul 1, v tai lug , ., d k U N IIIILI I�tl .a a 7 . a k, 1, I� I 1 ; 1 ! l ilii I II �1�T(1�I�� � 1�` ii {����� i�fil � :i �•I) I'll ► �i��l ;•I ilii 1 i 1 { i � i f ir.i i ! ! i +,'s, 1• s t MAD[ W CHINA14 1 i I I 1 • •� 1 11 1 1 1 1 1 t�'� • 1 � 111 I I— , 11 1 t I 1 t 1 C. -.,•, .s_,;, � � I I1 i 1!111 I I ii { i , 1 ,...1.. ,, , ,. , ., ,. ,� ,. ,, (�) I IJI ( II ill�l l) I 1 iI. .i i ! 111i� !!I ,! .• 11 Illl�liil (Ill,lllIIIH1,l. 111,. 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L S W 1 P{: r i ARCHITECTS , P. i a ARCHITECTURE PLANNING/INTERIORS TEL (503) 274.5432 FAX (503) 274-0085 --- (3)2X6 825 NW Glisan St (3)2X6 \� Portland, OR . 97209 6X6 6X6 6X6 bX6 _ 6Xb 4 —. 1 � ' r � / ,AVID AR 1480 3 A I ` SIMPSON LSW12-06 )%L l 36.1 TYPICAL � SLOPED AND SKEWED AT EACH JOIST PORT ND, OREGON Or HANGERS TYPICAL OFLl � i.-. 1 ei 4xb POST p \ — 2X6 WALL AT LOFT I ('✓ i1 9' i \}'8yT3 1/2" x 16 PSL , 4Y, 1 ' i \ 64pc OST : nQ L-Li q-, \ i I _ +/ \ ; i i .+/ i ro G•OR t 1�u O 4X6 P 1 T � 11 x i' . (3) 8" o M.B. ' 1, . ('LI! I i 3 1/2 x 16 PSL 1 = l� XY ........................... 0% a 0, l3) 8 o M B. - i 2x10 02 DF-C O 16" 0.C" � _ __ _-� � '1 51/4' x 16 PS I 1 `�- WITH 3/4" TONGUE AND !• 1 (2) 1/8" o M.B. _ J. I GROOVE PLYWOOD OVER � � � 4X6 POST , I ror \401 ! = 1 6X6 POST I j (4)1/6" 0 M.B. 4X6 POST ry 1b ° r -ILAN 've LOFT FLOOR11 F R A M N +/ SCALE: I/4" • !'-0° ...� ............. .... . . ......................�-.�...-f ........--..--..--..-... ....../........ _ _ _. (2)2x6 � } � � 31/2" Al 1/8° PSL X I ; A ?kipqT \ ! Rued7 461, = L_ / r✓/i)q� a OR \ 1 I/2" x 2" NOTCH PER ROOF Revisions JOIST FOR VENTING, TYPICAL - r �3 1/2" xll 1/8" PSL 31/2" xll 1/8" PSL bxb WITH SIMPSON ECC HW------�� �—(5)2X6 CONNECTED TO BEAMS AND COLUMN Date Job Na 1 98110 Dmwn by : TGJ Chocked by : FAS N DwAring Tido = I�11�LUJU� �If 1�(r�uVu(�U\1� Ir" L�ln1U`J / ~ ROOF FRAMNIG _ 1 PLAN Sheet Na 3: 00 rnm Io to N d x I In C)0 � � ❑ SIT 1999-00035 OZ.di BIJf 1999-x 0289 V v E EIEC 1999-00297 �~ 15885 SW 116 AVENUE v oOUI'Uyof 11 — —_. 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STUD WALL $4.1 WITH 46 OR &xb COLUMN6 PER PLAN FROM FOUNDATION TO ROOF 1/2" KYWOOD SHEATHING 106 AT 6" OC. 2x(o STUD WALL 10d AT 6 O.C. TEL (503) 274-5432 AT Iirp" O.C. i/2" PARTICLE BOARD FAX (503) 27A 0085 112'; PARTICLE 50ART-) 10d TYP 8d AT 4w O.C. 1:3 1/2" TJ I/ PRO 150 A -pal AT 16" O.C. OR 12" O.C. 2-0.... 8 2 5 N W 0 11 s a n S t ...... ............... Tt_----,-IT. ................... ...... 1 1/8" PLYWOOD T4G PLYWOOD .... ... SEE PLAN =LT 5 1/2" Til WITH PIR 77 Portland, OR . 97209 SEE PLAN (2) 04 REBAR CONT. TOP --(2) 10d TYPICAL 3x(p P.T. PLATE WITH ...... . ................................. ................................... .......... 5/8" � 10" ANCHOR ........ ........................... SIMPSON ITT HANGER BOLT AT 48" o.C. 3 112 x 11 1/4 P5L. D ARC 3 1/2"Al 1/4" PW po F. N 4 j TP 31 EACH SIDE t I", (4) ed TOP AND BOTTOM CP RTLAND, R16ON --O;it 2x(p AT 16" O.C. STUD WALI:--- 04 HORIZONTAL �A -Q) WITH 46 OR (oxb COLUMNS PER FOR P05T SEE FOUNDATION PLAN V15 PLAN FROM FOUNDATION TO ROOF TF 31 EA.51DE WITH (4)eO EA. SIDE TOP AND BOTTOM "1--*" 4 FOR P06T x OF SEE FOUNDATION PLAN 2x(p PRF-63URE TREATED PLATE WITH 04 REBAR AT 1811 uj x 10" ANC14OR BOLT O.C. VERT, 5/8 1 AT 4811 O.C. O.C. 040 44 P.T. P05T 030 FELT,TYPICAL 30 FELT CONCRETE FOOTING WITH 11-011 �J71 (2) 04 CONTINUO5 TOP AND BOTTOM A 4 r—f— ..I........... 040 24" O.C, ALTERNATE U SHAPED . ............... 77� i 1*1 (2)04 REBAR 44 .............. ................ ...... ....... 6" 6" m MIN. 6a FTG5. 5EE PLAN z 0 NOTE: 0 1 1/8" TONGUE AND GROOVE PLYWOOD WEATHIW.% WALL LLJ BE GLUED AND "LED WITH 10d AT 611 O.C. AT EDGES, (y 10d AT Su O.C. IN THE FIELD 0 0 L0 '_"�FOOTING' DE"TAL r-j"�F00TING DETAIL C ME - z �� C .6f, >-- ul SCALE: 1" 1'-0" ���SCALE: 1" 1'-0" LL > G-) (00 CONCRETE WALL 1/211 PARTICLE 50AIRD CRAWL SPACE VENT WIRE MESH GALVANIZED STEEL 4REA LLr=I-L no CORRO&ION RESISTANT 10d AT 611 O.C. WIRE MES14 WITH FRAME GRADE LEVEL 3/al' ROUND 411 GALVANIZEDBOLT ..................................... ...................................... EACH SIDE, TOP AND BOTTOM 41' TJI BLOCKING GALVANIZED STEEL 10d AT (o I' O'C' REBAR BENT DOWN AND AREA WELL. Da UNDER VENT OPENING6 TYPICAL SECTION (2) 106 EACH SIDE AT EACH JOIST NOTE" VENT OfvENINGS LOCATED MID POINT BETWEEN VERTICAL REBAR, SEE PLAN 31/2"x 11 114" PSL- Revisions \��CRAWL 5FACE VENT DETAIL TP 31 EACH SIDE WITH 4 (4)Sol TOP AND BOTTOM OR 5(CALE: 1112" V-0" AT BEAM SPLICES USE TP 51 WITH (b)ed EACH SIDE F.T. 4x(v OR 46 POSTS SEEPLAN PRESSURE TREATED (2) 10d EACH SIDE 2x8 P.T.NAILER BY 1'-0" WITH (6) 10d DUPLEX NAILS Date Job No, 98110 ............... ....... SIMPSON P556(o— ------ r (WITH NAILS ONLY) Drawn by KJH ........... ................ ........ 4 . .......... Checked by SEE FOUNDATION PLAN 4 0 Drawing "ritie F R REBAR 00 SEE PLAN ........... (6 —OUNDATION DETAIL5 A r 0 ...... ........ ........ ................. NOTE: Sheet No. 1 1/6" TONGUE AND GROO\'t F, "'LOOD SHEATWIW-s WALL BE GLUED 41D NAILED '.�ITH 10d AT 6" O.C. AT EC0ES, 0 E 10d AT 8" O.C. IN THE F!ELD SEE FOUNDATICN 0 0 0 Ll-. Cl- CL C1_ SI 1' 19w)-o0015 PLAN 8401 Ijj;p 1999-00289 MI"C 1999-00297 V AVENUE (-�)FOOTING DETAIL r,-_'�FOOTING DETAIL 15883 SW 116 2 v,,; to of 11 �8r_A[ E: 1" 1'.0" ��J$CALE: 1" 1'-0" 7%, f this 110fice appears Clearer that Ille 2000 pll� -gill JUN 0 2 ellf is of w1m '.:I qualif k". jil'X jj�, nellf, the docille p f I AM 0 CMft m 14 fill lit .11 111, 11111 flo Jill R. 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TOP AND BOTTOM Ibd 8 O.G. ; ; TEL (503) 274-5432 3112" x 16" MIP BEAMS --�^ �� / TYP. ; � `��"1�- 14 41 41 NOTCH a PLATE CONNECTION WITH \ 3/16" PLATE 6 x I/4 x 10 p p R (5 0 3) 274-0085 (2) 1-125 SIIrIPSON, ONE EACH SIDE PLATE 41/2" x 3/8" x 10" 8d4" O.C. 825 NW 011san St Portland, OR . 97209 i �- 1/2" PLYWOOD r ti��D Arc IF AM DETAIL RIDGE BEAM DETAIL � 1480r 4 BEAM _—_ __ - _----- -- --- -- SCALE: 11,211 = I'-0" SCALE: 11/2"a 11-0.1 J' BEVEL GUT TOP OF --�\ _ -— Y ! ,►P RTLAND, RECON BEAMS FOR ROOF SLOPES -�� - �� OF „ s i / , O LJ 4" p CO O SIDE ELEVATION 0 W u`t n 0 o � U Q / 0 O O DAP ONLY TO or ACCOMMODATE FLAT \ tt — 3 1/2" x 18" PSL li Z tt tt 0 I I n n 1 I . J It Iu1 IL II / c) -— SLOPE CUT x 6/12 e ' END RIDGE BEAM (6) Ibd EACH SIDE 31/2" xl6 1/2" PSL TYF Issued : PLAN _Revisions . NIP BEAM TO RIDGE BEAM DETAIL 2 SCALE: 1 11-01' s 2" VENT SPACE ti -- 5/8" PLYWOOD 11 lb" TJI WITH PRO 250 24" O.G. -� �lSd ® 4" O.C. / 1TJI BLOCKING WITH Date / r \ 2-2" VENT HOLES Job No. 9E3110 >r I ''•���'� Drawn by : KJN Ifad 0 all O.C. Checked by : FAS rs Drawing Title 3 0 SIMPS(M VPA CONNECTION -� -�'' � �_ — Sd a 4" O.C. ROOF DETAILS WITH (2) Ibd EACH TJI -�- �---- - I IN In —_ U r �� — I/2" PLYWOOD Sheet Na cn Of- 222 f-Oo_O S I1' 1999-0003 5 cL Q tl III JI) 1999-00289 O o Ml:(' 1999-00297 �-, RAFTERAT WALL Ili 1 s 1 16 f r'' nvr.Iv11F. SCALE: I / 1 -0 a P•w+w p,:m, 11 If this notice appears clearer 111,111 the " JUH 0 2 2000 1 4". . � y,.A Id cumenl, the document is of marginal quality. m 1C1"Oiillllll,C� } f a �' ;f n:. p S' r: s a M='-•<' ` 1 1 r 1 .(I ( I I I ., . . IIIIIf ! �, �. I 1 I ! ! 1 ! , f1 1 III III I I ! I I 1 I I I I I ;� !►, Til !I illi 111111 I 11 II►I' Ij►jillgl j1 i i 1 1 1 1 st 41 " iJ p :�y MAOI 0 CHINA r I t}� �� i. � t 1 i .t b , , .. ..:. 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