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7157 SW BEVELAND ROAD-5 •r. 1 M J . N 'l�4 J 1 I I � {f1 I Ir i I 116 Keynotes -- OFFICE COPY t �p� I. ACCESSIBLE VAN PARKING AND SIGNAGE - SEE DETAIL 1/A5.1 % 2. CAR/VANPOOL PARKING AND SIGNAGE - SEE DETAIL 7/A5.1 C: , !� � �� - �� - w� •� i� � - ,- - 3. CONCRETE SIDEWALK L 0 1 8. 0 N.Liy'05'UO"E 42.00 N.89'05'JO"r�r -41.00' 4. CONCRETE CURB -- SEE CIVIL 5 MILDREN DF-SIGN GROUP, P.C. 111w �. ASPHALT PAVING - SEE CIVIL 6. MASONRY TRASH ENCLOSURE AKiHtT>c'rukl: 'wcc PI wNNINc: .�-. 7- BIKE RACK FOR 4 BIKE SPACES (8 SPACES TOTAL) - SEE 7650 S.W. Beveland, Suite ;20 , .� 9 DETAIL 6/A5.1 Tigard, Oregon 07223-8692 r 1• �� I f < < A5.1 A5.1 9. 0 LAR - E 1 5/A5.1 15031244-4);x.52 �� E'SASEMFN T REA - e2, Oe r l c c _� c 56'- 0" _ 01--0" l N i) N 4 O54'-- ao M 1 54'-0" -- - '� " -- 63'c 9--o- 2, ir) -- •• _- 1 :I / l; /v 1_7i I,i 45'_0" �, ��•�� 00 0 l ! ' �• �,� 7;" (rdc�Di � ;� N \ PROJECT LOCATION - - I I• A ' V o0 �- - - - -- •-'i t1-• Tj ►- J 1 I �• y�/• • / I yr fI Az_ RDqD1 4 d It- -- /VAWP T ♦ i V I I �" i J IAY1 , /' \ Y C,4 -_-_� • TArLORS FERRY RD S 19 EIR RD � / THOMIA KRI7 ►"-� O - y1I Fp 6 V -; � y R9 ii.-4Af . ST � / t STEPHENSEN c • r • __08 I. k 0, f W f x RD r : I / ��, . C I 14440. 1175 SW BEVELAND 5T 7155 SW BEVELAND ST / � I1 085 SW BEVELAND ST T (� 7115 ,W BEVELAND ST �� LAX MAP 2S101AB TAX MAP: ZSIUTAB 1• '- � ,� � ' TAX MAP: 2S101AB RD � vN-►"I ' •, p� � � TjMAER 1, TAX MAP: 2$101 AB , r TAX LOT 2000 (l TAX IDT: 2r:�G ) f C 1 TAX LOT: 2201 TAX LOT: 22nD __ Partial Site Plan at Trash enclosure Bull F�sf�A ` PROP. 2-STOR, r �`�/' ♦` 1'' I PROP. 2-STORY Mtn / TI Qr 4, e nkP 1�= t U OFFICE BUILDING f/ is f,• v �, ! OFFICE BUILDING - --- - ---- ts (>ro osed \ C �J'i Sb MOUNTAIN R CEDE Si,. NcDONALD ST a KRUyf VAY / A AVf -- 1 p i Proposed �� t, > > IMUTA RD -+ MIN w'j9 O��ne•I a ` IY�oN Nui!ding•1 C -� •, I Building 2 I 0 2 4 8 16 r' = City - SATTLER s • �- ZIMMLER ti c r. • BEND RD RD r .�`Qpf�r 4, y` f� BEFI -� (J n C vi < �p SWTM c >9L Vd GREEN TREE Qa Development, 1 i I 15'-6" �^ "�25'= 13f-6" I �/ Dur Yeo- g'Pcrs RD L.L.C. \K/ I I O `TUALATIN `- � � L n \ Hwy 0. Tualat' ivergrovt� -� j �' S.890 od W. a2.o0' S.8WO5'00"W. 4 .00' Site _Tabulation _ _ S.t?9'0.`)'OCl„W 1'8. 0' . - - .� Rum 4 14915 S.W. 72nd Suite 200 0>1� SAGERT Rn °-�' ti� PHASE 1 y -- - r- - -- - -- � - ., - - ---- __ � .t�N s .�••� �, / - RD _ Tigard, Oregon 97223 l-- --DRIVEWAY-- LOT AREA = 21,240 SQ. FT. , -------ALLOWABLE LOT LOT COVERAGE: 85% X 21,240 = 18,054 SQ. FT. / Vicinity Plan Project: roje t: MAXIMUM (F.A.R.) .40 X 21,2.40 = 8,694 SQ. FT. FLGOR AREA S.W. Beveland Street - _-- - - REQUIRED LANDSCAPING = 15% X' 21,240 = 1,186 SQ. FT, no scale - 155 Beveland - - LANDSCAPING PROVIDED = 6,154 SQ. FT. -=-----=-----_---=-------------- _- ------------------ - - -- -- - _-----------__---_----_-- ----------------------------------------------- ---- Bu i Id ings -----------------J Parking Tabulation Sheet Index � x� _ PHASE 1 _ ECl�ri Ilw=aN .`i'l�',i ltlC►1UIRED A1.1 SITE PLAN _Stats� of Or;, or, _�Il Cosfe PARKIN / 71,55 Beveland g „ Street(;pal r,l G OFFICE 2.7 1000 U Con.rv!e and 9'.+retdrCIn SQ. FT, OFFICE 8:496 / 1,000 = 8.496 X 2.7 = 23.94 S FAI.!.S 1 COVER SHEET Tigard, Oregon � �w l TOTAL PROVIDED 25 STALLS 2 EXISFING CONDITIONS AND DEMOLITION PLAN 13c,ttit tnat�ue.i In Cvnrr�t� 15 STANDARD SPACES 3 SITE PLAN 4 COMPOSITE UTILITY PLAN -' Site Plan _ _ LP end � B�;It11 gNuml-nt-t!t«slnUrt�r(:Qrycrete t'r*Ino 10 COMPACTS SPACES `11ccI �i•11Ic sb in 0,0 forcing `S'tw&>*rwRt�sasintr stool Slntions I ACCESSIBLE SPACES 5. GRADING AN DRAINAGE PLAN [J GROSS BUILDING AREAS: 6. PRIVATE STORM SEWER PROFILES Site Plan / DRIVE-IN DO�JRtru^tLrRilrb'gl[tln;� LOWER FLOOR GROSS AREA: 4,418 SO. FT. 7. EROSION CONTROL PLAN 0 5 10 20 40 ` °� �i��i;.-,*str'Arp.h E•r�itLnq UPPER FLOOR GROSS AREA: 4 078 S(�.�L 8. PARKING LOT DETAILS I 1 OTAL GROSS BUILDING AREA: 8,496 SQ. FT. 9. STORM WATER DFI AILS L7 �tructu:'ai 1Mra,a�anry 10. TREE PRESERVATION PLAN fJ r�elnfarrod ;3ytsun-!'Qrlar®ts � AI Description: __ _ f L1 LANDSCAPE PLAN P _ Irt ¢at3Trg r:aP,crQtA firlL Site Tabulation W BEVELAND S1 TaX' MAP 25117?AB, TAX LOT: 2100 SpYpll +d Flro-i;:, tgivg Materials 1A2.1 BUILDING 1 FLOOR AND ROOF PLANS 5 SW BEVF_LAND ST: TAX MAP: 2S1C'1AB, TAX LOT: 2201 PHASE 2 v� 2A2.1 BUILDING C7 PIIIr:2*- Dr5led i'lara Arttl':i16•tOnS 2 FLOOR AND ROOF PLANS D hvivrotao A3.1 BUILDING 1 ELEVATIONS e Data: _ Zone Analysis LUT AREA = 15,120 SQ. FT. A3.2 BUILDING 2 ELEVATIONS R 15<nar W vrod!n r e avQtion and Filltrrg AREA: q COVERAGE: - % COVERAGE ALLOWED: - - - --- _ __4 --- --- A, •- ALLOWABLE LOT COVERAGE: 85% X 15,120 = 12,852 SO. FT. A4.1 WALL SECTIONS MAXIMUM F.A.R. .40 X 15,120 = 6,048 SQ. FT. FLOOR AREA A4.2 WALL SECTIONS lic\ I�lons: t: N.A. N.A. ZONE: MUE, MIXED USE EMPLOYMENT �rrutkR-C.+urtr�+t�-yrtema ( ) -' X LOT 21CU ALLOWABLE USE TYPE: GENERAL COMMERCIAL ; L7thor In>4�o.;tie.ntl REQUIRED LANDSCAPING = 15% X 15,120 = 2,269 SQ. FT. A5.1 DETAILS I on going 21,240 SF PROFESSIONAL OFFICES - w...,,,,,•� LANDSCAPING PROVIDED = 6,028 SQ. FT. A5.2 DETAILS 1 X LCT 2201 -- 1_5,120 SF- .,. I I'Irrn review 36,360 SF PROFESSIONAL SERVICES ---' A5.3 DETAILS EI7VIOUS AREA PROPOSED USE TYPE: PROFESSIONAL OFFICES A5.4 DETAILS T 2100: Code Analysis A5.5 DETAILS AND GENERAL MOTES Parkin Tabulation BUILDING ARCA (TO FA',_): 8,496 SF 40% -- - - ---- �--- ------------------ 1.1 STRUCTURAL PHASE 2 S 0 GENERAL NOTES, a RUCTURAL. DETAILS � BUILDING AREA (FOOTPRINT): 4,418 SF OCCUPANCY GROUP: B -` PAVING AREA: 10,690 Sr' 50.3? BUILDING TYPE: VN S2.10 BUILDING 1 FOUNDATION PLAN S2.11 BUILDING 1 SECOND F1OOR FRAMING PLAN T 2 01, PARKING OFFICE 2.7/1000 S2 ?2 BUILDING 1 ROOF FRAMING PLAN B!JII DING AREA (TO(AL).AL). 6,048 SF 40% ALLOWABLE AREA: SQ. FT. OFFICE 6,048 / 1,000 - 6.038 X 2 7 = 16.32 STALLS S2.13 BUILDING 2 FOUNDA TION PLAN HI/ILDING AREA (FOOTPRINT). 3,230 SF NUMBER OF STORIES: 1 MULTIPLE STORIES IUTAL PROVIDED 2U STALLS 52.14 BUILDING 2 SECOND FLOOR FRAMING PIAN r PAVING AREA: -- 5,86.^: SF .38.8% BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDS 1?_ STANDARD SPACES S2.15 BUIL-DING 2 ROOF FRAMIN(, PLAN AL I!utPEF2VlOUS AREA: _24,200 SF 0% 85% WITH YARDS TWO SIDES: 12,000 S.F. 24,000 S.F 20" MIN. AT 1y47./FT., MAX. 50l INCREASE 7 COMPACTS SPACES S3.10 STRUCTURAL DETAILS t ACCESSIBLE SPACES S4.10 STRUCTURAL DEFAII-S Mn_DREN DESIGN GROUP, P.C, zoos, ACF__ AREA: �; COVERAGE: 9; COVERAGE REQUIRED: Rla+rs RESERVED $CAPING GROSS 61_11LDING AREAS: (, 7100 0% BUILDING 1 ACTUAL AREA: 8,496 SF - LOWER FLOOR GROSS AREA: 3.230 SQ. FT. THESC DRAWINGS ARE THE PROPERTY Or MII-DREN DI'S"i GROUP, P.C., AND ARE 6,154 SF 28'9% ACTUAL NUMBER OF STORIES: 2 UPPER FLOOR GROSS AREA: 8_50. FT, NOT TO BE USED ON REPRODUCED IN ANY �L -- Deferred Submittals MANNER, fNCfPT WITH THE SIGN �yRITiEN �G�� 2201' '' YARD TWO SIDES ICTAL GROSS BL-11-DING AREA: 6,048 SQ. FT, r't-RMISSIOM Of 41l.DREN DESIGN GROIIp, pC y 6 028 SF 39.9.a N SPACES PROVIDED- # SPACES PROVIDED: Date: 18 .lurk 20p4 BUILDING 2 ACTUAL AREA: 6,048 SF PRE-MANUFACTURED WOOD JOISTS PARKfNt� LOT 2100: LOT 2100: ACTUAL. NUMBER OF STORIES: 7 CITY QL TIt3 U Drawn h : ('1i Si ANDARD: 13 11 r Y Checked h YARD TWO SIDES FABRI.,ATED STEEL STAIRS Y: COMPACT: 10 7 Approvecr pli'vi.- �AR/'VAN FOOL' 1 1 For-only(he w s 9C'.oed in ;ANDICAU. 1 IN('L.l'IPF:IIf1i-A7TACttFt)t Conditional;YAuproveu - ••••( ?' v--^ 'r�K 1 IN(JAIPT.D�1.A1r11 PERMIT NO. _ -- T"L SPACES PROVIDED: �' y see Letter to:Follow b°Z9S � 2,� srl:crFlr/+TInN ncx�il ��--��_____.._ I �)• lob Number. I Oa317 Q" 25 (WOT1:1711 RLP(RTS e. � �� tillcct /.15 `MISC DOCUMENTS r1�: r V Building Permit Submittal - June 2004 A l . l 1L O r1. , f OFFICE CO ,.vi�W .,v, .,,. •:b.-+NVnIn.1W..sr',fiFs.�• , .,•wt,.... .+R,ska;. �� .. p x •` - , _ � .. __.........-. :'.._,_ .. .. '.c+=+NIOY#aW..>.. • i.,r>,aghww,...w.w .._. .. .. .. .. .' .- I - .'. -_, .. .. ... ', ,- 1{I I 111 11 11 I r l!I III! {1 1 1 1!1 1 1 1 1 1 !!11 I I I I ;I i 1 1111 1'f I III 1 111 111 I I 1 1 sawer�n 1 me , �+uoW> bywaa u u k Nd1tluTr xary o rwAthhrl�ti ApY�t'�tdu`+fi.a.,I:'k�ti..d� y��w, I:•f . LEGMRJT'YSTRIP CIl a I 2 I ( I , I I I I I �I I �Itt'l101nllll'I'I,Ilnl'll�lltlnl'I3111u1'hII11 I♦lulilnullll'!�{Ilnl'Inll!nnlnn�ul !!tf�r!Ilnl!I1n!I11nlnlllnnllll! 1n!IIII1111upi111!IIIIuu1►nllul!11111limlIIIIIII1!j I !! I 6 10 J1O 21 22 23 �4 Q33 2l� 27 28 29 3(O r, r NOMI Oft sit ,l. ill • r . , t u `a e +, '-.' Y' ISIY(I�.II�J,ATIia".�.1 �.7hr-..y 11 •..,..,.. �f.vr dr 7'«Y• 1 I` I f ( I 2 78'-0' J 4� 01 _ O 78'-0" �.'l (4 26'-0' 26'-0" 26'-0' I Y-0}" 2 12'-0" 11'-4" T-4" 11,_4• Y-4" 11'-4" 12'-0" r i n5.4 MILDRF.N DESIGN GROUP, P.C. 10 ARCHITECrURF " SPACE PLANNING 7L650 SW. Bevelalld. Suite te 12 - - - - - - I Tigard, Oregon 97223-8692 (503)244-0552 AI 1 A — m I - --- -- - ------ -.____—�_—_ - -_ -- _- - W — 1 I NI I N N I I 11 SLOPE SLOPE � I fl I oa °6 I 12 I 6 II SLOPE 7 2 g l a I I lei I I I As.J I II I I I — J I II I ^ I zox V 1 204 I + L O mFir 3913 �Ao HOMAS 11-31 I I I � I o I� I 13 I �I '9�' OF a I SLOPE r SLOPE I O„[lei z ZIMMLER AlI I B Development, I I C OC --T --,a_--- -� - - —t- ----�T- ---z.,_ L.L.C. 15'-4' T-4" 11'-4" 7'-4" 15'--4" 11'-0}" 8 Building14915 S.W. One - Second Floor Plan Tigard, Oregon7 NOTE, ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED uite 200 OTHERWISE Building One - Roof Plan ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bbl-2 bbl-2 SEE A5.3 FOR PARTITION TYPE � � 0 2 4 8 15 D DWqI Types 2 4 8 16 Project: - 7155 Beveland 79'-0' -- ' (' 26'_0• 26•_0• 26._0" Keynotes C' Buildings S-0} 3'-01" 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES / \ / 12'-0" 11'-4" T T -0" 12'-0" -0" 11'-4' 12'-0" AND WALL SECTIONS2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULATED GLAZING 3. ALUMINUM STOREFRONT DOOR 2 34.k 5. SADDER TEEL OTO ROOF HATCHiRU SEERAL DETAIL 4 A5.3 7155 Bevelatd \ \ - 6. ROOF HATCH - SEE DETAIL 3/A5.3 / Tigard Oregon Y/ 11 11 7. ELEVATOR PENTHOUSE GD B. SCUPPER AND DOWN SPOUT - SEE DETAILS 2/A5.2 AND 3/A5.2 - 77 Kickplate where Fire rated 9. VALLEY LINE Sheet Title. P1A PIA scheduled glazing material 10.GUTTER - SEE DETAIL 11/A5.2 11. 3" X 3" DOWN SPOUT FROM GUTTER ABOVE 6ailding One Oj 4 12. DIMENSION TO BE VERIFIED WITH ELEVATOR MANUFACTURER WPIA I A B C D 13.BUILTUP ROOFING SYSTEM - SEE 2/A5.5 FOR PIPE PENETRATION Floor Plans N N ` 1 TYPICAL Door Schedule I MARK NOMINAL SIZE FRAME DOORHARDWARE REMARKS E WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP 101 6'-0" 7'-0" 1-3 4 AL CLR AL CLR A 1 102 3'-0" T 0" 1-3 4 MTL FF SC ST C 2 103 3'-0" 7'-0" 1-3 4 MTL FF SC ST B 5 1 o u v104 6'-0" 7'-0" 1-3 4" AL CLR AL CLR A 1 1 , 12 L - 1 1" H 105 3"-0" T-0" 1-3 4 MTL FF SC Si C 2 RevLsbrt,:Pze 106 3'-0" T-0" 1-J 4' MiL FF SC ST B 5 1 ,�• — 107 9'-0" 9'-0" 1-3 4' S-EEL P STEEL P D SEE DETAILS 1 A5.5, 5/A5.5. 6/A5.5, AND 71A5.5 103 ` 1= I 201 3'-0" 7'- 0" 1-J/4 HM P HM P B 4 t A - - 202 3'-0" T 0" 1-3 4 MTL IFF SC ST B 3 203 J'-0" 7'-0" 1-3 4 MTL I FF SC ST C 2 4 ,N los- I I - r 204 J'-0" T-0" 1-J 4 MiL FF SC ST C 2 5-1 Hardware Groups __ 12•-8+_ _ .GROUP_I GROUP 4 2 CYLINDERS 1J¢ PAIR BUTTS STANLEY 630 F88779 4}4 X 4j¢ BALANCE Oh' HARDWARE BY DOOR MANUFACTURER 1 LOCKSET SCHLAGE 626 SPARTA D92PD w a I� Im o GROUP 2 1 THRESHOLD PEMKO 628 172A b 1j4 PAIR BUTTS STANLEY 630 FBB179 4j¢ X 4j¢ 1 CLOSER LCN 689 4041 DEL nuxlw xslaap1r Pc xmA 9L 1 LOCKSET SCHLAGE 626 SPARTA D92PD 1 WEATHERSTRIPPING STANLEY 10-5050 alwn emPAo 1 RAIN DRIP REESE R-201C I 1 STOP IVES 628 407j} ,srff IAuwApe AR M rRQp,rr er 1 LOCKPLA 7E BBW 9818aAauP. ae, AID AAE t•• - _ - - 1 CLOSER LCN 689 4041 DEL '^ J SILENCERS IVES SR64 awu>tal a RAstRe of a�app''�1�ta ' \ GROUP J 1)j PAIR BUTTS STANLEY 630 F88179 4j¢ X 4)f _Date: 18 June 2004 1j§ PAIR BUTTS STANLEY 630 F98179 436 X 4 1 LOCKSET SCHLAGE 626 SPARTA D92PD Y1 Drawn by: Checked by: 1 LOCKSE7 SCHLAGE 826 SPARTA D92PD 1 STOP IVES 828 407)} 1 STOP IVES 630 407)} 1 GASKET PEMKO 588 TA 3 SILENCERS IVES SR64 Job Number: ------ 103317 LEGEdD— REMARKS Sheet { AL ALUMINUM HM HOLLOW METAL 1. 60 MINUTE RATED DOOR NOS ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE Building One - First Floor Plan CLR CLEAR ANODIZED P PAINT °1 ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bbl-1 - - SC SOLID CORE MTL METAL Building Permit Submittal - June 2004 1 A2. 1 12 � ' SEE A5.3 FOR PARTITION TWE ST STAIN FF FACTORY FINISH o � _ _ +,<wHYfkggrtF++ti«r.•.,.+,..�"....•ww,..,...e,.NM1'w.,w. BTRCm qui'Iuuplllluilpullil fjn line imprnp u�ullnllln lurm ,p :upnr upnlluupul LEOIluupm�u -n G +i... BB.fTY IP 10 11 1! 13 14 le '7 18 19 70 :i 22 �3 Ga zl- 15 2 7 zG 29 3O IOei.r es c ... . .. - trPeoNi . IO25Xt ,t f ,t�initr. : s .r ter..... " . r 77 sj�R i 14"i I I 1 t 2 I (3) 4% ; �2 4 63'-4" �3 63'_4" — 21'-1 J" 21'-11" ..,.-- 'I MILDREN DESIGN CROUP, PC- 7'-41• 15' 4" � -- 11'-4" 26'-41" _ \KI IIITEC"1LIRE 51'ACE NI ANVINC. t 7650 S.W. Be%eland, Suite 120 ! I I Tigard, Oregon 97223-8692 G)_I I (503) 244-0552 A -DIN ...........- -- - - — - - - - - -- - - - - =o I L OA�i. 62 I A5.3 o au I 201 I I I ! SLOPE ! • SLOPE t , au I I I I -_ _ o or; r I 12'-21' I � � I I - ( � 4 -� ( � soz � I 7 � 1lrolr�913 KRIZ •-� 2'-0" LAKE 4IR - - ; r---_ .. � 1 7 i I 2'-0" SLOPE` � i _SLOPE ! �f4 OF 2 ''� '`� 12'-31" 4 I .I A 5.4 I / ---- N I I I I "v ! c^v o � a W - .. I I I N j I 1 0 � a - LIMMLLR I -1 J to ft- � _ - - -. - - - - - - - -- � � --_ . -_.-- - -- - - Development, P 12'•-0" 11'--4" 11'-4" 11'-4" 12°-0" L.L.C. 3'-01i" 3'-01" 10 ALL EXTERIOR WALLS TYPE PIA - UNLESS NOItD OTHERWISE Building Two Second Floor Plan Building Two Roof Plan _ 14915 S.W. 72nd Suite 200 ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bb2-2 \ bb2-2 Tigard, Oregon ?7223 SEE A5.3 FOR PARTITION TYPES / 0 2 4 8 16 \ 0 2 4 8 In Door Types 4 I�fl lll':•1: 1 , 3 4 _--- - _--- Keynotes a -�� 7155 Beveland 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES Buildings _ �" � /� j 1 AND WALL SECfIONS 2. THERMAL BREAK ALUMINUM STOREFRONT W;1H INSULATED GLAZING 3 8" 3. ALUMINUM STOREFRONT DOOR 7'-4j' ----15- 4"---- 11'-4" 26'-4}" % --------. ---- -- - 4. STEEL COLUMN - SEE STRUCTURAL 5. LADDER TO ROOF HATCH - SEE DETAIL 4/A5.3 \ ! ---_-_- -_- --- -- 6. ROOF HATCH - SEE DETAILS/A 5.3 \ \ —r o ^ I b \ 7. 3" X 3" DOWN SPOUT FROM GUTTER ABOVE 7!.» Bevcland I _ _— _ --_ ��I- —_-J 8. SCUPPER AND DOWN SPOUT - SEE DETAILS 2/A5.2 AND 3/A5.2 Tigard, OrtTon � I Ktckplate where - Fire rated 9. VALLEY LINE CA� ----- - -- - - scheduled glazing material 10. CUTTER - SEE DETAIL 11/A5.2 _--- 1 I. BUIL T-UP ROOFING SYSTEM - SEE 2/A5.5 FOR PIPE_ PENETRATION �:Ilo c 1 1 It lc': It -'------- -- -- I A B C D B L111 d l I1 � V�%O a I� Floor Plans ! ' �° Door Schedule N I NOMINAL_ SIZE FRAME DOOR1r,' ,RE REMARKS MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISF�r YP, �kyyP _ 101 6'--0" 7'-0" 1-3/4" AL CLR AL CLR A 1 SEE CETAIL 1/A5.5 `i _ ! l03 102 3'-0" 7'-U" 1-3/4" MTL FF SC ST C 1 °° ! �' it 103 3'-0" 7'-0" 1-3/4" MTL FF Sc ST B_ 5 1 104 3 -0" 7'-01-3/4� MTL FF SC ST B 5 1 201 3'—0 7'-0" 1-3/4 MTL "F _SC ST B 2_ SEE DETAILS 3/A5,5 AND 4/A5.5 B202 3'-07'-0" 1-3/qHM HM P C 4 -- I I I Revisions: o ;y„ o Pse 4 7 - d 12'-A' q I I 2'-0" 4 I i' 102 '� --T- - •�--- �- I I I v I Har- .'ware Groups 41 v I TYPICAL- �RQ�1 r111�44 t iv I 4 cv 1 iv I ,'_g;"- 2 CYLINDER'S 1� PAIR BUTTS STANLEY 630 FBB179 4� X 4)� ~ I I BALANCE OF HARDWARE BY DOOR MANUFACTURER 1 LOCKSET SCHLAGE 626 SPARTA D92PD GROUP 2 1 THRESHOLD PEMKO 628 172A , C - - _ - ---- -1 1 CLOSER LCN 6 4 _ �� ----- - - 1}/ PAIR BUTTS STANLEY 630 FB9179 4� X 4,'6 89 40 1 DEL PIGHTSN DESIGN CR°UP, P.C., 2004, ALL 101 1 LOCKSET SCHLAGE 626 SPARTA D92PD 1 WEATHERSTRIPPING STANLEY 10--5050 PIGHrs RESERVED cQ ' r1 RAIN DRIP REESE R-201C fHrSt- DRAWINGS ARE THE PROPERTY o I I 1 STOP IVES 628 407 MILDREN DESIGN GROUP, P.C., AND •RE 1 LOCKPLATE BBW 9616 1 CLOSER I_CN 689 4041 DEL Nor E BE USED OR RE HE PRIOR IN ANY `•/ �J uANNER, EXCLPT WITH THE PRIOR WRITTEN 3 SILENCERS IVES SR64 t'FRMIScION OF MILDREN DFSIGN GROUP PC GROUP 5 r 2 GROUP 3 1X PAIR BUTTS STANLEY 630 FB8179 4� X 4j2 Date 18 Jurie 2004 \3 IX PAIR BUTTS STANLEY 630 FBB179 4� Y 4X 1 LOCKSET SCHLAGE 626 SPARTA D92PD Drawn by: Cher h " " I STOP IVES 628 407 ked by: --t2�-0 11 -4 1' -4" - 11'-4"— -_1?_'�0"- 1 LOCKSET SCHLAGE 626 SPARTA D92PD - -- - 1 STOP IVES 630 407J� 1 GASKET PEMKO S88 TJk '3'-0j 3 SILENCERS IVES SR64 4 r Job Number 103317 I,UGEND REMARKS Sheet AL ALUMINUM HM HOLLOW METAL 1. 60 MINUTE RATED DOOR ) �� of: Buildi Two First Floor Plan CLR CLEAR ANODIZED P PAINT ` ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE _ SC SOLID CORE MTL METAL ALL INTERIOR WALLS TYPE P2A - UNLESS NOTE[) OTHERWISE bb2-1 - ST STAIN FF FACTORY FINISH Building Permit Submittal - June 2004 2A2. 1 GROSS FLOOR AREA: 3,2.30 S.F 12 � +' S�FF. A5.J FOR PARTITION TYF'f5 n -+ � o ,r. I r .. a.a.nSYlwqy..v ,.w+ .sY1�1■f 19Wrdx^:`.t: ,r ,; ,_ �' '.: .. ._ _- • _. ... .--,...-- - -..+..+.."^-'^ ;,rs ::.r, u,Mrv,,.re1k1A1M�/rJ;I:�iM<e�!ti•<m:er�.IW aakM1"M�IMa-,., sroy�PA��!YrawaalM, !{YI�Nw,+ ,.I i I!!t I�I j !I j! !;'i I I I I';;i j I � � !�t f i r ��WMttINl�81�i1KN"„ ..v, :� . ,fie�. , I.rll till till till r . rt�l Irll (III III ,til .I., LEGNUL11TY STRIP Cm ' I I I I I I Illtlllll�lllllt!!IIIIIIIIIIIIrlllllll!IIII11 1! Ii l!II!r"`1lll!LI IIIIIIIII III!I;III t 1 1 . 1►11 I II MIR Ijjt jitnir!ij r i" 6 + ,�t ,t � 13 I4 21 9 9 21:3 . 27 ze a_a 30 II' f OA411,419,I ' <Y t s - 1 f ' A til F 2 Keynotes 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES AND WALL SECTIONS " ' -' - -'— :" • 2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULATED GLAZING {•,►�' r-4 •Y}' 3. ALUMINUM STOREFRONT DOOR \ 4. STEEL PAN/CONCRETE TREAD STAIR MILDREN DESIGN GROUT; P.C. SRI IIRiCILNk. U•ACE YIANNING uml;. I _ 71150 S.W. Beveland, Sude 120 1'igard.503 8692 244-0552 S•xY: -fifi { r ii•r ''%'`yr i r trr.i' r,r r{x 1. If i 'xh.i f Y r r {. i} xr• Yi i u Y r i {• . .r . - 4➢WlONMm n mnn Irtn ipD� pQi �; ,�,�ji : i rr, .ice i,,•ii. • i• -{V, {-r _ i l .� :{ii'. 4h'i'i`S f r��r.••i4 irirS. iiiSi+:•'r;T`;a ry.,. •irk}ti','•F T l�;�r w i•.4wti ti, I I West Elevation n bbl-Ib A4.1 `C�gKC1/ FlMl/'� 0 /' 8' 16' 32 7VV� ��L�dII - ,3 3 � I I ;:;r:};�:�,y}; ,,,�.? :ti;ti;},'•�,r''y�:`�;:;;?�Y.i'�,',�,•,',:x r:;fir. rn IANE i �• r ii4:•}: :%•'h'• mu mm dhmu nmwunnlwlnmlmnwl `'r:: r.•}r ` OF • _ LIM MLER T 11T-1�111 Development,LLlgVdU011 L.L.C. o , a . . T T TO ;. j_17 7T 14915 S.W. 72nd Suite 200 flgard.Oregon 97223 ' North Elevation bbl-lb Prokat: 77D 1551 Beveland I'I 0 4' 8' 16' A4.2 32 A4J Buildings `•i••''`'•ff4':�•�i�ti' Viiia ii�'4.*�ti�i��:='x`.:�'.�� .� .:'{.':•: :;:i�;i�h4,;4;i'.''�'S•y..'`i.4::��;�;f?:"I•':J`' 11:'1x. ~. . r 'iihY.'4 Sri r; Tr :i r Yr, yx 4{•� y,,ti �� 7155 Beveland I�,� ri y rr •• .iYu,r':x r{4r�•.�.,5; � }ry r i`ri w}} r it r i'x i r r. i„ ,r l Tigard Oregon if 2 .;: S`i i;•;{ + ',i4;��•41:x, xi•x; • •�;r:•' Sheet Titk T T t.Vi4'iti:x 4�.•i5'.ii j•.,i ;�yxi;f,ryix{x ,} - � S �:•:Y. i`• } • .,, • T T _r r'rrV i{riyr "�rriy+.i ,i i {� . �,}i'`{x4ss-iyi i �y��.��'ti•4{y;'r;'; B�,lild in �) } gone i 4 4 {*x'''r4 N i y r4' 'x`•.ixy ly 'e'{i�xr?�xx''�}, r ii i r 2, '*�r'ir'` E le Y a`iOnJ {r4 yxryi_rri•ri4 4 ii-2 i T T East Elevation bbs—in 3 - -- Aa.l j• D r R' 6' ez y5 S. •�{, 41x• { i4i:*J.yhi• i y,x, y ti . i i r5r 1 it y '•r `•' h SSr'�.rTr y {h"{yx`''1:i �r r {.r i - V x,14 V:':- 1 i. {�:• ya 4 1 h •. h - " T T YIIDREM p[$Itll O Y Ndl➢ IRY•YE11 �C' Nl i s y h i r c., '. Y i l,r. rii' .i i h..yr f '•. , THESE D•lk•MCS W T1[ PIIfjy a . rr;, , .. . .• vx r �i�,,.,:�� YIID•EM DEMON D• . P.C., TMD W Not To S U of •EP•Dplgp d NEE PEM E%C[PT IY1M TIE P•w• l RMYI59M R YRINFM DESIr,M rIFNC Date: IS June 2004 `) LT� v Drawn by: Checked by: IA Southeast Perspective Job Number 103317 ---- South Elevation bb--'b Sheet bbl-lb T Building Permit Submitt&l June 2004 1 A3. 1 S 4 .,.....f - tial. LEOlILRY STRIP C I I 1 III I I I I 1 L' 1i 1,1 I I I Il.iy.l I^ti^1Nnl --___.__—____._— —'-_._— _._.__._.._.,. - .__.----•�aDsa. .-,,.,s.•+nw+„.+»ww•w....,•..•.P.w-..,.,...�...,.,.,..�:, �nu mill fl li 'uil Ills IIII 11,91'1 I�I II II Illi II h I!1u11 IP 'I ill' IO M.". 2 31 9 ! B 8 9 IO 1 I 12 13 Iln :9 I� Ise is 20 21 22 23 2a 25 ?6 27 28 29 3C 1' ... ,.r,.,:.. : o ., .... r -1 t CI HDHI • los -' + I ' l i I• CI re y i ¢ t ti mru4" .i; 1�ith: 5 b.t�t + p; Keynotes 1 1. 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' �` taTrr' Drawn by: Checked b a I' 2 _r t,Y-rl rr t, t T 1 - -I'JK TA Southwest Perspective _ lob Number: 7 ,w. South Elevation bb?_-1 Sheet of: bb2- 1 c' D r9 Buildin Permit Submittal - June 2004 2A3. 1 g ,��, 0 4' 8' 16 32 O .r, ..-. .. - 7W ._., __- . --...._..,.wT. •r•I�,�.�pyv�,ilMt,� �•�u1+��,•��+a+y�w�•:r:;�'ho-* +,+�ri+IlHll�l!�61 r . '17111111I Illli'IIII uLPGe1IY9TRIP 1 ,h+� ,h ;. 13 7 118 19 20 II2I1 22 t.-4 24 25 26 27 28 99 3G 1 .: .qw4.4.. Hop 1021 • i. 61W 1111i i 1 u, • ra,I, t r�_i :tilt J , I r + I f , x y, px :: a NEW L. Keynotes 1. ROOF FRAMING - SEE STRUCTURAL 12. FUTURE SUSPENDED ACOUSTIC TILE CEILING WITH 26.HE/AER - SEE STRUCTURAL 2. FLOOR FRAMING - SEE STRUCTURAL TENANT IMPROVEMENT 27.4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - BI 3. RIGID INSULATION 13. FOOTING - SEE STRUCTURAL 28.4 x 12 NOMINAL BRICK IN SOLDIER COURSE - 81 4. BUILT-UP ROOFING 14.ROOF SHEATHING - SEE STRUCTURAL 29.8 x 8 x 4 CMU MILDREN DESIGN GROUP, P.C. 5. LADDER BY ELEVATOR MANUFACTURER 15. FLOOR SHEATHING - SEE STRUCTURAL 30.4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - B2 6. ELEVATOR PIT - VERIFY REQUIREMENTS WITH ELEVATOR 16. STEEL HANDRAIL 31. 4 x 12 NOMINAL BRICK IN SOLE _-R COURSE - 82 AYCHrrrcr1n(E . SPACE MANNING MANUFACTURER 17. STEEL GUARDRAIL 32.FINISH GRADE 7650 S.W. Beveland, Suite 120 - 3'-0` J'-0` 7. ELEVATOR GUIDE RAIL AND SUPPORTS BY ELEVATOR 18. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR / MANUFACTURER THICKNESS AND REINFORCING 34.SITrBRICK, CDIMENSIONEDUT AS 1Tlgard, eg ELINELIMITOF ROOFTOP MECHANICAL Oregon UNITS -=23-8692 8. ELEVATOR HOISTING SUPPORT - VERIFY REQUIREMENTS WITH 19.ALUMINUM STOREFRONT WINDOW WITH OFFSET INSULATED GLAZING c ELEVATOR MANUFACTURER 20.SCUPPER 9. VENT - VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER 21. DOWN SPOUT 10. THRECHOLO - VERIFY REQUIREMENTS WITH ELEVA)OR 22ANSULATION PROTECTION BOARD MANUFACTURER 23.FLASHING 34 11. t` GYPCRETE 2000 24.000NTER FLASHING 28 27 A h A5.? TYPICAL J TTY 2J 4 A52 25.BRICK BEYONDB 4YPICAL PICAL /__ A5.2 Oft TV I I 14 22 24 ~ 2 1 1 \ I ry _ TYPICA TYPICAL / ---\ A5.2 I I I I I 1 I I 3 I I I I A5.2 20 I\ CC�`S� 3913 7-; TYPICAL M4THOM1-9 BT 27 _ I 31 �4116 pie 74 - I 26 TYPICAL 21 1 Vf v 1 TYPICAL Ol+ncr: V _ P2A ZIMMLER W " Development, T_ / < L.L.C. e 25 25 I N 17 14915 S.W.72nd State 200 0 19 Tigard, Oregon 97223 a 33 TYPICAL°I of 33 a 1 tV P2a 16Pngcrt T' 7155 Beveland �M VIA q PIA rn IT 11 1 11 15 10 Buildings .I r1 15 11 15 1 in ^+ n 28 N c M I IN - < 7155 Beveland 27 = - Tigard,Oregon 2C d3I n 3t pie 2 Pie - TYPICAL 2 ` Sheet Tltle: TYPICAL > Wall P2A Sections H ?5 U 1 0 16 0 n n 9 n 27 n I e A5.2 17 N + I 33 PIA RCYI11Un\: 5 PIA _ 1+1 I W 10 r=- i`� 29 18 18 32 P21 LLFrI--11'' -ll1-J1 I _� 0 0 0 0 12 0 �•..y nla�nnNnrAa[p PG. ma. w. �l a �rIL1-ID- III7-T1L� F I i�I , I=�i� r _ h 7- .. �� , •p 1pS, T _ oLe 'i Y. A. -� 1�( T-III-111-111 -min , -LII- I I :�. .:.�y ^ � MCY g1AMP1p5 A9F fNC MOPFIIT Q IIT- I ° •• 6 ^ ^ rt�aaYnde.x Pprva arouP. P.e 1 xpt ip R V90I p. IlpTpplKID N N11 YANMq, rNaPT IMP' M PMIOM Mltl{t[I! L11--IZi- II -iii- , ri-LTI TLI-ll -IT1- T�1IL�L1 - n=111-111- -iff- LT= t J Date: I B June Z(p4 to = �i11 ° ° I - r r} A5.2 ° ;r' ' ''J: a:� •y ": •'iv Y �.IiCCICed Drawn b by: ,.,, TR I-1(i- _ I I-III =fli III I H I _ I- I T(� 1�1= 13 Tii-lTl-m-III iiT-1 1- I -T-rrT _ -. Til-- -11�-R Job Number 103317 1 Wall Section _ x Wall Section 3 Wall Section 4 Elevator Section Sheet _ of: Adf Y 1,-n - l A4.1 IY" = I-0- A4.1 %" = 1'-a" - r-D" - - -- - 1,f �1 Bs1 A4.1 esa- BS3 Building Permit Submittal - June 2004 A4. 1 i .hIIIIlIll ;pi l$i 1111 IIll�il a - i�11 ` 1 1 --__.--. _-.--_mow...,. ,. .:. -..._.. . . .. ... .....•,os+..�..Iwa�v.;a.!•rou� J ` 6 8 '� 8 ~9 10 - I 1 12 13 fall. ll'•"II a Ip 1� 19 20 21 22..i . . .. -, LEOINLITYtTlMP CRl I 11 - i'' I I I IOM wl vn 3 24 25 29 27 _. 20 30 1 25X ^ NpNI yIOC 1T i111,1111W.Ii 11 O P -k*' xMMM.004"Wo"W"oo,FM \"�MIMIMN.MAWM1 1 i e ^•i L 'N'1 l Mfr, { Keynotes 1. ROOF FRAMING - SEE STRUCTURAL 16, STEEL HANDRAIL 2. FLOOR FRAMING - SEE STRUCTURALI / 17. STEEL GLAkDRAII. 3. RIGID INSULATION 18. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR 4. BUILT-UP ROOFING THICKNESS AND RE1NFOkCING 5. ;NSULATION I ROTECTIO1 BOARD 19. ALUMINUM STOREFRONT WINDGVv WITH OFFSET INSULATED GLAZING MILDREN DESIGN GROUP, PC. 6. 4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - B] 20.FINISH GRADE A14011717ecrUKE • 12PACE PLANNING 7. 4 x 12 NOMINAL BRICK IN SOLDIER COURSE - B1 21. FLASHING 7650 S.W. Beveland Sete 120 8. 8 x 8 x 4 CMU 22.000NTER FLASHING Tigard, Oregon 9722.3-8692 9. 4 x 8 NOMINAL. COMMON BRICK IN RUNNING BOND - 82 23-)6" GYPSUM BOARD SOFFI T 15031244-9.552 10. 4 x 12 NOMINAL BRICK IN S01 DIER COURSE _ B2 24.SITE LINE LIMIT OF ROOFTOP MECHANICAL UNITS 3'-0" 3'-0" 11. 1" GYPCRETE 2000 25.%" TYPE "X" GYPSUM BOARD 12. FUTURE SUSPENDED ACOUSTIC TILE CEILING WITH 3'-0" 3'--0" TENANT IMPROVEMENT 1:,. FOOTING - SEE STRUCTURAL 14. ROOF SHEATHING - SEE STRUCTURAL � 15. FI-OOR SHEATHING - SEE STRUCTURAL A _ 24 ' A 5. I C 14 \4 5 14 6 I 00 3913 r THOMA HOM 'I - --._- -- --- - - ------ ----- -----;_-------.—_ •_`` --- - -- ______--_.--- ,tip.,•,:� � + � �� 7 _.— — �► y - A5.2 - P16 01�I It'I LIMMLER SIMILAR _ - ----- - - - Development �-- -- N L.L.Q . --1 14915 S.W. 72nd Suite 200 ' ! I Tigard Oregon 97223 P28 I 1 17 c� I v 6 { Il1 m I � -� r r t 155 Beveland PTA B i-i i l d i n ` A512 A•5.3 I \ P2A 11 15 I j T HANDRAIL 71;,5 Beveland --- =_ — — - I Tigard, Oregon a0 , n - rt— 41 t N N I — — Sheet Title: 1 I v �- u — J 2 Q -- _ P,9 Wall N -- — —— — - I S� t IJ 23 I %/ I �Ioo I 10 DD I ]2 _— - / i - -- ----- -- OD Revisions: N I = DD � vWl PIA ' P2A P2A I t � e 9 I N I'^ • _,r• ► •• .• . � + _ _.'r---•arm='=i�F= , . r [0 •�• '; • • .. MILDREN DESIGN GROUP. P.C., �•' .t-- +-•--.a_-- _ •. . . • :Z. 't. �~ i. • '•- •: .- r _ ... ... _"_+ '.�'. . ... Q ?OO,. ALL �.' :" :•r . . , ICNTS RESERVED i 1HE'i ORAWIN M ARE TNT. PRC`PFRTN OF U O O '� MILDRE:N DESIGN ,ROt1P, PC_ AND ARE 0 4 NOT TO K USED DR RVPROOUCED IN ANY —1 OL O� O 0 I I -III—I MAW", EXCEPT WITH 1HE PRIOR WR T I1 EH I I;I I I- PERMISSION a MIIDREN oE:giaN OROT►p. P.C. 4 13 oc o 0 0 I I(_� I I-=III- Date: 18 ,lune 2004 °, _{IIII — 1, LT-TI I I—III — I i=1 i! Drawn by: Checked by: _II1--II1=1II'd11=-11 Ed 1--1 j 111_ I i l— III-1 I I. TA 1 _ I L—lii`tiT-a l i.- 1L,b Number: 103317 Wali Section � k `A 2 1'-0 Sheet `1 ; of: OWLBuildingPermit Submittal - June 2444 A4.2 •,....,.r.r•:,ps-.. .,. ..:s,qv r.r.::.. .... .. .- -.;....N.+k.;.. --':r'JNCC+wIWI••.". ' �: 1'1''ii fill ( � I �-.,..,NYYa .+rxt.1.110CR IOhMOit•IaMY6Wy,:w4aw«:a;.SHI MA11tYdtA.Wi�'tl�:o..' .,.:-.. .. ..:r... '�'� Ij1 , L .III .11! II,1 ill: III! IIII IItI IIII liil ILII III Ii I U +. li :lll I �1i11ytx4:'�Y,�;�„-; :, ,,,, . LEGIBILITY STRIP CM 1 � I � 1 I I I I 1 11 IIII Illul.11nllllll+nllllul III�I�, 'I; Ir ,III►n�ltllllll , ,r „Ill,tlll I� , `'r;llnl nl�; +Illlr r Inrl lu,llnl nulnn ntlll�lii I�i�illlli'illiliiii iiillilii 1 t O I�s.l enI fig 17 O 19 20 21 22 23 24 98 1a1J I�I7 $Ir'� >$�{� to a" 4 81 6 r t i D �As OZ i { JJ,, Ar 1I 6` p y ry 1 w 1771,WW" RE ---- - 4 - - - - - - ----- - - - - - - - - 3" SMOOTH TROWELED JOINT 4 ( { I TYPICAL � A 5.1 I r- r- BROOM FINISH ---_ _—_----____- 1 I I I ----- --GROOVED BORDERS ON LEVEL ----- 1 z I I SURFACE AT TOP OF RAMP MIt DREN DESIGN GROUR PC. PER UBC SECTION 1109.16 "�I _--`_-- AWL FirrEL'1 URE • WAl'E I'LANNIN( ALUMINUM SIGN PLATE 7650 S.W. Beveland, Suite 120 10 TAMPED SLIP RESISTANT PATTERN (NET BLUE REFLECTIVE SHEFTING Tigard, Oregon 97223-8692 PATTERN SHOWN) PER UBC SEC 1109.6 -7 6" 7" r �'�. -X" HIGH WHITE REFLECTIVE -- - l - - -_ LET TEE'S AND BORDER, BAKED (503) 244-0552 1 -6" CURB LEVEL. WITH SURFACE _ PNIM■TH 0 � -ACCESSIBLE SIGNAGE ACCESSIBLE RAMP OF ADJACENT SIDEWALK �I oio ENAMEL r PER STATE WITH DETECTABLE WARNING �' IMw �i0I #A If* --- -----------HANDICAP SYMBOL WHITE no REQUIREMENTS ---- --- — _ r — IIIS rn!.s WITH ONCRETE RAMP FLUSH --- r H BLUE BACKGROUND " PAINT STRIPE f� WITH ASPHALT - — - 7" 3j" / 30' TYP. I - _ �' f VAN-� - �- VAN ACCESSIBLE SIGN WHERE. � REQUIRED WIDE PAINT STRIPE w ! -ACCFSSIBLE SYMBOL, SLOPE SLOPE o YPICAL o � -4" PAINT STRIPES - � Z i PAINTED PER /� AT 2'-0" 0/C TYPICAL I _ --` - - ------------GALVANIZED STEEL POST STATE REQUIREMENTS / cv in 86• NOTCH_ .�. _ -.___ — 1 1. ALL ACCESSIBLE STRIPINGA " - AND SIGNAGE TO COMPLY I -- 'i(` WITH ORDINANCE ""----WAVING---_� WALK AND CURB WALK EVEN WITH � 67, ,; EVEN WITH PAWNG TOP OF CURB �� / ORS 447.233. W,aLk: AND CURB �\ 2. ACCESSIBLE SIGN TO BE '� SLOPING w MOUNTED TO SIDE FOR VAN ACCESS LOCATIONS ,� H AND MAY BE CENTERED 6'-0 4 U 6 0 i 4 10" 9' 0" 6'-0" STD, TYP. FOR STANDARD ACCESSIBLE 1 0., � ,_0. I TNOtA391J3 KRII SPACES. L 2' .. � UKP GO. VAN - - — I TYPICAL ACCESSIBLE LOCATIONS 3. WHITE STRlNIIJG PREFERRED .J • BLUE BACKGROUND AND BLUE �- -- - -- Accessi;le-Park) Stall --_PAINTED CURB OPTIONAL 2 Accessible Sidewalk Ramp _ 3 International Accessible Symbol _ __ _ 4 Accesgible Parkin Si nae 9 t c wv% 5b'9 ,,., Accessible 5'1 15b2 5.� 15b3 - --- ROUNDED CONCRETE TOP CROWN RIBBON STYLE PIPE RACK � L 11�11`+�1 LE f� SEE SITE PLAN FOR NUMBER �. I -�• .090" ALUMINUM SIGN PLATE �\ OF SPACES WHITE BACKGROUND De�-elc� ment FINISH CONCRETE TO MATCH 1" HIGH BLUE LETTERS � _ P ADJACENT WALK - -- AND BORDER, BAKED ENAMEL BRICK WALL CAP 4"0 STD PIPE Wl T H /' PARKING _ \ [�.L.C:. I c' CONCRETE FILL - (2) #4 AT 48" 0.C. IN BOND v l I OR 1 U `�--� BEAM ! A 5.1 _�,_`l #5 AT 48" 0.C. VER TICAL CAR POOLS 14915 S.W. 72nd Suite 200 ONLY `� --- —4" CMU Tigard, Oregon 97223 i• i�Ioo i --BRICK AND CMU VENEER �.- - FINISH GRADE F --� j� - -,:-"- �, TO MATCH BUILDING I rojmt: 2 4 A T 48" O.C. IN BOND ( � 7 155 Bevelancl I i z BEAM I I — GALVANIZED STEEL POST Buildin s r I I ------------ CONCRETE FOOTING � #4 x CON T. 9 I I -- �, - #5 x 5'-0" 3'-0" AT 48" 0/C I i .• I I I I I 6" CONCRETE SLAB WITH I;1;{ IIT c h!]d T/SLAB 4 AT 24" O.C. EACH WAY -- __ nI - ------- - --- - --CONCRETE WALK - SEE SITE PLAN ---� S!Ico 1111c. r }-6" —6 0 CONCRETE FOOTING I I ' ',-° ' Details 5 4" Bollard ('6`� B_ic cle Rack 7 Car ool Parkin Si nae _�"= -a" _Y__ __ _ _ _ 8 Trash Enclosure Wall 15c2 5.1 15e1-10" 5.1 15b3a O" 5.1 314"=1'-0" 010 - Revisions: BRICK AND CMU VENEER -BRICK AND CMU VENEER TO MATCH BUILDING TO MATH BUILDING \�0\1\ 1 --CYCLONE FENCE GATE WITH CEDAR SLATS to CANE BOLT_ FOR EACH LEAF MILDREN DESIGN GRWP. P.C.. 2004, All RIGHTS RESERVED r THF,SE DRAWINGS ARF THE PROPERIY (TE MIL DRFN DESIGN (ROUP, PC_ AND ARE NOT TO RE USED OR P,EPRODUCED IN ANY MANNER., EXCEPT WITH THE PRIOR gRI/TEN ! CYCLONE GATE `. - _ _ i - CYCLON T �;-!� PFRMISSI(1N OF MILDREN DESIGN GROUP, P,C. I WITH CEDAR SLATS 2. E CA E T;SLAB WITH CEDAR SLATS Date: IS June 2004 Drawn by: (liecked b y: BOLLARD 4" BOLLARD T.1K I r � J SEE DETAIL 10/3AS.1 �� , SEE DETAIL 10/3A5.1 — ----PIPE SLEEVE-EMBED 4' 30) Number: 1033!7 9 _ Trash Enclosure to Wall to Trash Enclosure to Wall ('11 Gate at Trash Enclosure Sl>�t o , S• dt 1 5.1 I "=1'-0" 5.1 pis 1._11 0„ - Building Permit Submittal June 2004 A5. 1 '7151"NM... n, . •,S :::''- -,... ..: ,....,m .... w.wM.pw•"a1"11+",•+..e...,. - .,..... ..-..wnsaw.r•w�e... ,s•,ww...n....-,.. ..,....., __. - . _ „. .. -,..___..,...—. ._._. 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CONTINUOUS CONTINUOUS CLEAT ---�. - ARL'ItrrECILIKE • SPACE I'I-ANNING I CONTINUOUS CLEAT CONNECTION SOLDERED ----s" X 12" SCUPPER \ 7650 S.W Beveland, Suite 120 METAL SCUPPER TO--- \''•. �y COUN FERFLASHING --�� Tigard, Oregcm 9722: -8692 _ EXTEND 4" BEYOND CANT � --COUNTER F'LASH,NG r rr - - ---DECORA T1 VE METAL �� (a03) 244-0,�.�2 (PROVIDED BY ROOF MANUF.) \ \ p _ � r}• � RAINWATER BASIN � p •. CONTINUOUS CLIP - CONTINUOUS CLEAT ---�- El FASTENER`' � � •'� CONTINUOUS CLEATBUILT UP ROOF- 12_" X 12" X 8" AT 1'-0 O/C VENT - VERIFY TAPER TO UOWNSPOIJ f ,.;' --MASTIC MEMBRANE REQUIREMENTS WITH ROOF SHEATHING 2 x P.T. NAILER- FLASHING AT SCUPPER ELEVATOR MANUFACTURER SEE STRUCTURAL SLOPE AS REQ'D. - CONTINUOUS CLIP- UNDER MINERAL CAP — ROOF FRAMING BUILDING PAPER -- OVER ROOFING MEMBRANE I TO SCUPPER -� EATHING - SEE STRUCTURAL - S�lLar SEE STRUCTURAL � N • �� FLASHING — ' GYPSUM BOARD SOLDIER COURSE �x I 0I BUILDING PAPER-,--- .• INERAL CAP SHEET FIBER CANT Ih► '• _-- - SHEATHING-- -- BUIL T UP ROOFING - C ` SOLDIER COURSE ^ - ---- ------- BRICK VENEER CAN T-- __• DOUBLE CORNER SEAM 0 " LIP OF 141 _ SCUPPER AND TOP I' PREFORMED SHEET VEOF RAINWATER BRICK NEER _ - -- BASIN IN SETZvi; ROOF CEMENT MEMBRANE FLASHING C� 3� 3 -6X6 DOWNSPOUT ROOF SHEA THIN �. J{ Pie 1 �' \ \- --ROOFING MEMBRANE HOAIAS BIZ r•-3 ROOF JOIST- -BASE SHEET � �_ E , RIGID INSULATION LAK ",I • � � Parapet �\ � OVERLAY BOARD - ap _ 2 S_c_upper __ 3 Scu er 4 Elevator Shaft Vent EIS 1 d2 dl d3 Owner: UNIT MASONRY - SEE -- --� _ - ROOF CANT - - -- CONTINUOUS CLEAT SHIM FOR SLOPE I METAL COPING r WALL SECTION FOR '�, RIGID INSULATION -- ---- ROOF SHEATHING - BUIL T UP ROOFING --- - CAP FLASHING .� I ;�1 Ni L.E R COURSE PATTERN _ P INSULATION PROTECTION BOARD SFE STRIJCFURAL INSULATION PROTECTION BOARD - SHIM FOR SLOPE BUILDING PAPER - OVERLAP ie BUILT UP ROOFING ----\\ - ROOF FRAMING - RIGID INSULATION -, Development, j MEMBRANE FLASHING -- - - , _ i FLASHING \ �Lr STRUCTURAL } ROOF SHEATHING MASTIC MEMBRANE CONTINUOUS CLEAT --- �� SEE STRUCTURAL L C. i -- 1 _ - - ROOF FRAMING FLASHING r J' GYPSUM - SEE STRUCTURAL CONTINUOUS CLEAT WOVEN MORTAR i -'`r BOARD TO - -�4 SOLDIER COURSE - - 2X P.T. NAII ER SUSPENSION BATT EXTEND TO GALVANIZED STEEL LINTF!- I \ 10'-0" A.F.F. _ _ SHEATHING COUNTER FI_ASHINC 14915 S.W. 72nd Suite 200 � \, ANGLE, PAINT EXPOSED + ( 1 Tigard, Oregon 97223 SHEATHING - SEE STRUCTURAL URFACE'S - SEE STRUCTURAL "-- / y I i _ -- - - -- � y COUNTER FLASHING ti.. CONTINUOUS HEADER SEF STRUCTURAL BATT INSULATION -- CLEAT BUILDING PAPER - �> - - / � I - GYPSUM BOARD Project: --- - IN SOLDIER COURSE \\ WEEP HOLE AT 24" o/c ,' � � _ -- -_ - --- --- - � SOLDIER � I; � � JJ Beveland MASTIC MEMBRANE + i I I _ COURSE \ yl FLASHING --- - I Irh - SUSPENDED �- '\ CEILING WITH FIBER CANT --------- �i�- - FIBER CANT FUTURE BUILT UP ROOFING \ ^^ - �� I Buildings TENANT - STAINLESS STEEL DRIP ' - r, --- -_ _ _ IMPROVEMENT = IK I BUILT- UP MEMBRANE SET ON LINTEL AND ADHERED TO MEMBRANE SOLDIER I ROOFING ASSEMBLY �-� l-- FLASHING ----' _. \� ! �" GYPSUM �_, COARSE I OVER RIGID INSULATION All BOARD VENT - VERIFY \ BRICK VENEERrr STOREFRONT HEAD SEA ; nd REQUIREMENTS PIA �� BRICK VENEER 71,,.. 33c%cego SEALANT WITH ELEVATOR - -� MANUFACTURER Tigard, Orgcm r - _ - ---, -- - ------ - , - --- _ Details T 5 Window Head s Flashi at Penthouse 7 Flashin at Penthouse s Parapet L. 5 W=1'-0» 5• 1��"-1'-0" as-11 bs3 bs3 BS3+ INSULATION PROTECTION BOARD Y - BUILT UP ROOFING BUILDING PAPER - OVERI_AD BUILDING PAPER - OVERLAP ; .... PIA RIGID INSULATION BALLAST AT LOW MEMBRANE FLASHING MEMBRANE FLASHING - I ROOF SHEATHING ROOF ONLY ---� \ \ WOVEN MORTAR----�---- V CONCRETE MASONRY 1 SEE STRUCTURAL SUSPENSION BATT UNIT WAINSCOT FLASHING \ MASTIC MEMBRANE \Fm - 9 STPA P-- ` - �' --- _ �� _ FLASHING -- - y GALVANIZE? STEEL LINTEL STOREFRONT SILL - - I r» i I - �c ANGLE, PAINT EXPOSED \ - Itevrtilotls: I WOVEN MORTAR SEALANT SUSPENSION BATT SURFACES - SEE STRUCTURAL -" - y ,, � _ _ METAL SILL BY STOREFRONT - -'- - - -- WEEP HOLE AT 24" O/C MANUFACTURER ! FLASHINGI l � -,_• - -__ STAINLESS STEEL DRIP _.� I - / 111 I SET ON LIN I FL AND SEALANT V p I ADHERED TO MEMBRANE COPING BRICK FLASHINGFIBER CANT UP ROOFING \\ ~ BUILT GROUT SOLID ! INSULATION PROTECTION BOARD - \ / Ile I QGUTTER I 4 RIGID INSULATION -- •. k - ---�Y - METAL SOFFIT PANEL �- / r ROOF FRAMING S MILDREN DESIGN GROUP. P.C., 7004, AL� I— ' _/ _ _-__ ! ) EE STRUCTURAL FLASHING _ SPANDREL PANEL I - - - - __V _ RIGHTS RESERVED METAL BREAK SHAPE THESE' DRAWINGS ARE THE r'NOPFRTY 0r MILDREN DFSIGN r,ROUP. P.C.. AND ANE• TO MATCH STOREFRONT �, I NOT ID ERF USED OR REPRM)CED IN ANY 0 _ \ MANNER, EXCEPT WITH THE PRIOR WITTEN PERMISSION OF MILDREN DESION GROUP, P.C. 0' 0 Date: 18 J r_�— _.—�.. — u �c 2004 Drawn by: Checked by: ``- ---- - ROOF SHEATHING SEE STRUCTURAL TJK P2A Job Numtx r: 103;117 SEE OSOTRIJFRAMING URA ---�/ Sheet Q5._ Window Sill �. - io Foo i nutter 12 Roof at Brick Veneer _ _ Ct3S- 1 BS BS--2 Building Permit SubmittalJune 2004 AJ.2 1 - ; ,. ,,s,,,.,,, .'•r r=,1:eYaV.v+rs,iu,W51y'" ii r• r . I � ,,,K`.,. T-+`vr,...:,.">•.-,..<.R.rr....r.,-,Iw,.»R..+,».,.r.-•-.�-- -.._..,..nN...✓.1.a............. .'' +.. - .... -.. - .. _.. ..:u..wi'Y.°Yi..+r:4 r%- 'W.'�tlWWr w•... ,, 19:A1i•-1• w.`.. .:VA..Y.'kP.'w-.r.:h.>:r i °YWMY�7a:'drw.:•ci°+•wr > .r_..s...--.- .y,N Maw6',iYr�!N°W>`.. •p ,+'Y.hi,. ,.r.,.,-+on.'raM4'M 11111!1 it111111N1,;111!;:�I11'I{ill 1111'!!II11111 1111 1111 III ILII ILII ILII !' ILII! ��.' - _w ', .. ,.'i- •,,,,:,. ar•,: �y+�•,, LEGIBILITY STn'IP CM 1111!,I1111111!IIII IIII!IIII Illl!I111 (111!1 llllli IIIIIIIII 111111111 IIII!iill 111;!1111 Illl�llll llrllilll 111 111!1 Illllli{I II11';IJI'llll 1111'1 II Illi ii IIlI ILII ILII I i I I I I ! I _ I 1 12 13 14 Ie 17 18 10 20 21 22 23 24 25 26 2'729 go30 ' HONI I 011 • u FM • l t ' , � �. ..y - ... ... -.fir. ..- -.. .•. .,... - _ -. .•.. I iz1 r 7 I. r ;. p :.fir. •.'. ..•. •: .: ..; .., ... .. ... .. . -,• -. .. .. i Key.. "s4 r t t? I r. MILDREN DESIGN GROUP, P.C. r I RJBBER CUPLER--------- ARLHiTECIUKE • SPACE PLANNING SEALANT--- -- —`INISH PLY y 7650 S.W. Be%elit M, Suite 120 S10REFRUN1 SILL --- -------MINERAL CAP SHEET - ROOF HATCH - SEE 'Tigard, Oregon 97223-8692 STAINLESS STEEL---- /`� -MEMBRANE FLASHING N f DETAIL (503) 244-0552 METAL SILL BY STOREFRONT CLAMP \ L - - -- { STAINLESS STEEL FLASHING MANUFACTURER BELOW SET IN FLASHING l -- CAP SHEET 6 T ROOF CEMENT OR HOT ASPHALT FLASHING PLYBALLAST FIBER CANT � � - r - ROOF FELTS BUILT UP ROOFING --- ``� �_ ROOF HATCH _ p - CENTER ANCHOR �' ON FRAMING s SOLATION PROTECTION BOARD �\ \ NAILER - FIBER CANT w w RIGID INSULATION - - - \ ' - cn RIGID INSULATION x O Q � �► l �' -- -X"O RUNG AT 1'-0" 1NTERPLIFS - -- o p w i ,- rr 0 C TYPICAL y LA_ o �-F`- ---- / uASE SHEET , 4 -- F.B. )6 X 2 RAIL I _ i OVERLAY BOARD -- - - ROOF SHEATHING v) 0 ------ ---RIGID INSULATION ea z —' , -- PLYWOOD Df 'K \ 000BLE 2 x 6 Q Q --- - R X 2 X 2 WITH <`-� --- -P.T. NAILER A11VChQR EXPANSION + ROOF SHEATHING SEE STRUCTURAL - �r ROOF FRAMING 1,3 KRIZ •-� 7 ._ � SEE StRUCTIIp',L A5.3 Sill at -2nd Floor T _ _ _ _ `2 Pi a Penetration _ Roof Hatch a Ladder to Interior Wall - Elevation OF c 5.3 X`1`0" 5.3 1W-1 ° �1 0 bs2 12d1b 12x3-1 5'3 50 i Uwncr: ROOF STRUCTURE � iMMLER Develo anent, L.L.C. -F---- -- STC CONNECTOR AT 24" 0/C, - -- ` I ALLOW NAIL IN TOP R 70 I \, SLIDE IN SLOT - ALTERNATE l SIDES 14915 S.W. 72nd Suite 200 f / USPEigDED CEILING •1•rgarll, Oregon 97223 ___---� -- SEE DETAIL rJ_---- _--- -----___--. F.P. X 2 RAIL GYPSUM 90ARD -.- •— l f 1 `,- 48" 0/C MAX. --� l Beveland - - -------- Buildings Rs X 2 X 2 ---- -------SEE PLAN FOR WALL TYPE WITH h-0 LAG BOLT WHEN ON CONCRETE 2 X BLOCKING 7133 Keveland --- - -- - --4" RUBBER BASE. TYPICAL Tigard, Oregon --- --- _ — GYPSUM BOARD I uu!e�ieicil�ului�i�Iu nulrauiuluueuunwlruc+u uuulil�u�w� Sheet 'Title: Details Ladder to Interior Wall - Plan r6� Non-bearing Partition Wall 5Jh J 5.3 3"=1'-0" WOOD STUDS AT CONTRACTOR'S OPTION. PROVIDE BI-OCKING AT 5c1 lawood SUSPENDED CEILING IF OPTION IS USED. Interior Wall with �)sLam_Bo_ and Extortor Wall with Brick +I -- -- — - WATER RESISTANT AT PLUMBING WALLS — `�- • P1,A: GYPSUM BOARD • P2A: (UL DESIGN U305) STC 30-34 -%" GYPSUM BOARD TYPE X 2 x 6 AT 16" 0/C 2 x 4 AT 16" O/C Revisions: — R19 BATT INSULATION WITH VAPOR BARRIER I ��- GYPS.IM BOA ;D TYPE X 1 PLYWOOD -- SEE STRUCTURAL 3" 50UPdG ATTENUATION BATT BUILDING PAPER SEE STRUCTURAL FOR SHEAR WALL NOTES AIR GAP --'' BRICK VENEER - CMU WAINSCOAT BELOW 2'-2" A.F.F. SEE STRUCTURAL FOR SHEAR WALL NOTES �� • P28: (UL DESIGN U305) STC 30--34 GYPSUM BOARD TYPE X • PIB: I `�� GYPSUM HOARD TYPE X �/ \\ 2 x 6 AT 16" 0/C I 3" SOUND ATTENUATION BATT R19 BATT INSULATION WITH VAPOR BARRIER � SEE STRUCTURAL FOR SHEAR WALL NOTES PL 1 VOOD - SEE STRUCTURAL BUILDING PAPER I �" �•`` �� \ \ AIR GAP BRICK VEN ER - CMU WAINSCOAT BELOW 2'-2" A.F.V. MILDREN DESIGN GROUP• P.t zoo4Au r RIGHTS RESERVED (� " �Y SEE STRUCTURAL FOR SHEAR WALL NOTES aODR Ty or VILDREN IFSION GROUP. P.0• AND ARE P407 tTHESEDRAWINGS 9rUSED OR NEPRODUC IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN r "FRMISSION OF MII'REN DESIGN (AtoUp• P.C. r Dal e: �_•AV 18 June 2(1)4 Drawn by: Checked by: TJK Jt)l, Number: 103317 �` Slice, ' of: 9 wall Tpe P1 rio Wall Type P2 alP11 P 2 Building Permit Submittal June 2004 A01.3 12 , LEGIBILITY STRIP 6 I 101"M.1CM 1 3 4 5 10 1 1 :2 13 14 E I 9 19 2n 21 i2 23 24 2e 27 2-_ -?_ i 6� .� +'��' ty�4 �+• '.F" -+"`,mom MFIRfrr�n a. NON1 0 10"Will J11 >~ a x1111L .1Ali Wall 1 t All 1 0107- 10"WOM" 10 , j0f I i 5'-D' SIMILAR .rl . a K4 - MILDREN DESIGN GROUP, P.C. - — _ - - - - - - -- nxL HffeCl UKh 1i'ACF: I'IANNING ; - --- 7650 S.W. Beveland Suite 120 3 - � �• � Tigard Oregon 97223-8692 A4.1 (503) 244-0552 6 _-- i I A .4 I — I J I � I I I I IF�+o�t I -- n p a 1 �• m I B I - •=, 1 - o � �; � � - - -- � � �aOtY?A�$ �I �RI`2ts� 3913 IUTai , - n a•Y^ 4 SIMILAR OF QVI LIMMLER i Buildinn2 Main Stair- Plan Second Floor � It l- � = � s Building 2 Main Stair-Plan, Second Floor --- -_-- _�5 Development, 5. ©2�2 0^ - �--- B1'2 °^ I L.L.C. BAR STOCK 2 Build erior Stair Plan, Second Floor __ _ s --___ 9 - BO 14915 S.W. 72nd Suite 2DO 14 Buildin 2 Exterior Stair Plan, Second Floor ,'lyard, Oregon 97223 -- STANDARD HANDRAIL BRACKET, 51•-0" 1)}"0 O.U. STEEL PIPE RAIL, FASTEN THROUGH WALL TO BACKING t x";-2 I PAINTED PAINTEDD. STEEL PIPE RAIL, — 1)¢"0 OD STD. STEEL PIPE Keynotes _ Q' A5.5 7 HANDRAIL TYPICAL Ili7155 Beveland 1. TUBE STEEL COLUMN - SEE STRUCTURAL A5.4 ,< • BAR STOCK 2, METAL DECK LANDING - SEE STRUCTURAL Buildings '�" 3. CONCRETE TOPPING ON METAL TREADS -- 4. TUBE STEEL STRINGER - SEE STRUCTURAL 5. CONCRETE FOOTING - SEE STRUCTURAL a+ti 6 TOPSTEEL PIPE RAIL AND 1E0 INTERMEDIATE L GUARDRAIL TRAILS WITH 1.-0.AND _ q5.5 FLUSH END CAP WELD x MAXIMUM 4" SPACING BETWEEN RAILS, PAINTED 1�-0 AND GRIND SMOOTH 6Q� Y 7, IJ}"0 STEEL PIPE HANDRAIL, PAINTED 7 155 Beveland 8. SIDEWALK 6 "Ilgard,Oregon 3"0 x J(" MOUNTING k WITH �� (4) Jf" FLATHEAD SCREWS + + WITH COUNTERSUNK HOLES 7 _ sheet 'rltle — T ) Handrail Attachment — o M Details 5 \1Handrail Return s Typical Handrail s Hos Size - o N A /Hall Sizn 3^-1' ^ — O ". •••YYY 585 5' 5b8 e !I II 3 8 o v A5.4 m � O 2 e o -� lit cuumc --CONCRETE WITH METAL DECK (A 77777 —PEMKO PLATE WITH SAFETY TREADSI I .. r.. ___. - -- - r- . FIELD VERIFY LENGTH AND WIDTH of � o - .. .. ... . ._ •. . THRESHOLD AS SCHEDULED 4/ n of 2 F, T HANDRAIL j1 T HANDRAIL v 4 1 to b IL II 1'-11• 11" II 1•-11" i N / - % __- in .- WLIINCI O[9HM P4. 100., N1 `n 1p � Y 1 Y --- 1 'I,rsr ollArnws us rwc onrrta,v m �./ uuuA[x rcsw awn. n.c.. AMn AR a / a .nl ro 'll"uxn w xrppoouan M •wr W W O B a0.[ IMI N 0 aP NE OW[b q pOC 1 of. UUr Date: 18 June 2004 — -- ---SEALANT I r I I I N - 5 5 Drawn by: Checked by; — BACKER ROD 7a - , ...•. '. ' !.•":. , �._ ... . ,. C •- _ . .,. ... .,. w STEEL TUBE F '�-` • 1 Job Number: 103417 i SEE STRUCTURAL Ell 8 Metal Stair Section s Metal Stair Section at Building 2 to Metal Stair Section - Sheet i L)f 5. j. :14 1 -�— C 1/r=1 -0- 596 0^ — -- C 1/2^=r-o^ - ------ -- - — J 586-2 '('5598-1 Building Permit Submittal - June 2004 A5.4 ._.,,•.,L......ew..w•nv.++.rert -: . .-+. 9 i a ..... ._..+•+2 I3 14 h IQ I .I _.18 10 � 26 2' 29 29 -.,:_ _.. .. __ .__..._ .__. .w. .y„y„gh,•m,",:v.r.nr�..v+,nwrw•w.w.w+,..w-. CRIB II Ijur�l ullurl wjuli�iil pn�i 1--�, upn �I L" _ � ql,l lu�nll uull I lul Biu n ' 101,c. y rl ' 20 2; 2a 23 24 25 2 OI xOxl IOC �gC11f111114M1 ''1hfJ�' DI�1N'�y1Ig��N, a I W b:� 1,. I I I it `1 f II I f 1 MILDREN DESIGN Glil 1P, PC.. AKCHrrECI LIKE • SPACE NI.ANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-05.52 -- ------ALUMINUM STOREFRONT WITH OFFSET GLAZING 1'_ 0" IL _ CONTINUOUS ANGLE 4 X 4 s X WITH #5 AT 2'-0'l 0/C /---CONTINUOUS SEALANT ,71-LR PREFORMED JOINT SEALER • -CONCRETE SIDEWALK Y J SEAL AN - -- -- VINYL DOOR BOTTOM I1-1111- � - BRUSHED --- ,T_ EQ METAL THRESHOLD i all-Imo.. • • I I I=111- � . � ° __-- I�I 'All -- L,- -� CONCRETE SLAB ON GRADE 01D i ___- - ------- -� SEALANT OMA 14 RIZ � i I s � 1 Overhead Door_Sill Section 2 Storefront Sill _ - 3 Door Sill Section OF W- D53/4 = 1 -0 1 _1 -0 3 -1 -0 d6 _� 14b1 G�^neral Notes_ i1C1 01010 PROJECT SUMMARY 08110 STEEL DOORS AND FRAMES l tl Work: The work under this contract/project is to include all the labor, materials, transportation, equipment, supervision, and Manufacturer's standard factory (W) galvanized, honderized, and rust inhibitive prime finish Flush Donors. 16 gauge Dei' elope lel Its services necesscry for and reasonably incidental to the completion of all construction work in connection with the drawings and galvanized steel. specifications. Steel Skin for Style .Tnd Rai! Doors: 16 gauge steel. Edge Treatment Seamless, continuous welded and ground smooth -- seam. L.L.�. . 01041 PROJECT COORDINATION ShopFinish: Manufacturer's standard G60 ' -BRICK VENEER ( ) galvanized, Gonderized, and rust inhibitive prime finish. .�� Provide top cops. i. Verification: Verify and confirm all dimensions ono conditions shown or implied on the drawings and specifications �s well as the physical conditirxs of the site. Notify the Architect of any discrepancies prior to start of work. 08410 ENTRANCES AND STOREFRONTS Coordination. Coordinate the work of all subcontractors to prevent duplication of effort arid to ensure )roper sequti tee of Framing System: ��•� Framing members: ASTM B-221, extruded aluminum alloy. Alloy and temper designation 6063 T-5, or 6063 1 52 14915 S.W. /�11d �lllle Lill) 4 r operations. .... Where there are conflicts between specifications prepared by differing design professionals, the most restrictive one detailed Performance: Tigard, Orl'g(111 �j7223 specifications shall govern. Air Infiltration: ASTM E 7.83; .06 cfm _ Water Infiltration: ASTM E 331; no water penetration of test pressure of A pst WOVEN MORTAR 01045 CUTTING AND PATCHING SEE PLAN FOR WALL TYPES ' SUSPENSION BATT Deflection Limit deflection to 1/175 under combined total load of 15 psi - !'' Patch and Repair Patch and repair ell existing work domoged by new work to existing condition or new condition, whichever is hmK't'1: appropriate. Finish: Archite.tural Class 1, dark bronze, anodic finish. --WEEP HOLEAT 24" O/C 01060 ' GULATORY REQUIREMENTS Manufacturer. Kawneer or equal r r 7 155 Beve Ic111C� Code Cr,+ 'ormancw Materials and workmanshipshall conform to the Uniform BuildingCode and o Itcoble Stott- and Federal Monufactwer Dears Provide manufacturer's standard ! i / --BRICK VENEER (Doors) A ed um stile door com I n with ANSI 11'.1 with the following Buildings�� I I�� t� L ' `"~•� // -. �� I requ'renrents. PP' P Yi 9 g ! .7 -MASTIC MEMBRANE FLASHING •-..� References: All references to codes, specifications, and standards urs Intended to be the latest edition, amendment and\ur Hinges: 011set pivots r revision of such reference standard in effect. Closer: Concealed Closer 10 - 01600 MATERIAL AND EQUIPMENT Push/Pull Hardware i \ Threshold: standard for overheod closer and offset pivots �/ - �--- STAINLESS STEEL nRiP SEF Weather-stripping: Pile weather-strip AAMA 701.2 It is the contractor's responsibility to be certain that all equipment, procicts, and materials seier.ted by the Contractor, or for Sign: 1" high letters: "This door to remain unlocked during business hours". ON LiNTEL ANGLE AND ADHEREC the Contractor L subcontractors or noterlal suppliers, conform to requlroments of the Drawings and Specifications. Approval o/ Cylinder: standard 5--pin cylinder r manufacturer does no relieve contractor of responsibility for providing materials and equipment which comply with contract - TO MEMBRANE FLASHING, PAINT documents. Glazing: Provide tempered, insulated glass ASTM C-1048 cieur complylnq with ANSI 297.08710 1 or CPSC 16 CFR 12x)1 EXPOSED SURFACE FINISH HAROW.RE 7 155 Beveland -` - Qualifications of Manufacturer! Products used In the work o/ this Section shall be produced by manufacturers regularly engaged Tigard, Oregon --SEAL ANT -GALVANIZED STEEL in manufacturer of similar items, with a history of successful production acceptable to the Architect. Genera#: Provide all hardware for complete dost- opt-rotion I a�--- -HOLLOW METAL DOOR AND -._-_- \ ANGLE •- SEE. STRUCTURAL Ouollfications of !nstailol Ilse adequate numbers of skilled workers who are thoroughly trained and experienced in the Finish: 626 Satin Ch.mme ! ! - --� �- necessary crofts and who are compirrely familiar with the specified requirements and the methods needed for proper i FRAME, PAINTED --SEALANT performance of the work. Application: Locate hardware in accordance with DHI--04 and DHI-05. When approved, slight variations in location; or PP 4 hCCI I�Ii1e: �\ Delivery, Storage, and Handling: Deliver the work to the b site In such dimensions will be permitted. Application in accordance with OHI-02. Y 9 9� job quantities and at such times to assure the continuity ----H01-LOW METAL DOOR AND of the Installation. Store units at the job site in a manner to prevent physical dom-rage, and in a manner to keep off markings 08810 GLAZING -- - visible. Details FRAME, PAINTED Plate or Plate Glass: ASTM C-1036. Protection: Use all means necessary to protect the materials before, during, cold after installation and to protect the work and 4 Hollow Metal Door Jamb materials of all other trades. 1 _ __ _ � Hollow Metal Door Head Tempered Glass ASTM C-1048. Strengthened to upprozlmately 4 times its manufocfuro•d strength. Meeting standards of ' Manufactured articles, materials, and equipment shall be applied, Installed, connected, erected, used, cleaned, and conditioned as CPSC 16 CFR 1201 Ci and CiI and All 297.1. 5 i u"-i. 0" -~ - Y 1 1'_0" dire, by the respective manufacturers, unless otherwise specified. d13 �.5 rl"- Insulating Glass: ASTM E-773 and ASTM E-774 Standard Specification for Sealed Insulated Glass. Certified to Level CPA 0 01700 PROJECT CLOSE-OUT by Insulating Glass Certificatir4i Cconcil (16CC). Project Cleanup: Upon completion of the work, r*,move temporary bulld;ngs, structures, fences, scaffolding, surplus materials, and Installation: Install glass in accordance with glazing guidelines set fort` in Flat Glass Marketing Association (FGMA) Glazing rubbish of every kind from the site of the work. Before acceptance, Isava the building, interior finishes, glass, floors and ceilings Manual Ind SIGMA. f broorn clear.. ---- •- '�" GYPSUM 09250 GYPSUM BOARD BOARD Certificate of Occupancy. Subsequent to final inspection. accomplish necessary corrections and obtain, arrange, and pay for Certificate of Occupancy. Gypsum Board: ASTM C-36. -- `�--- -----'-- - -- - ----- r� GYPSUM -- BRICK VENEER Project Record Documents. As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their work shall keep at Water Resistant Board: ASTM C-630. NVARD project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings. e These shall be av-iiloble to the Architect. Accurate measurumente of all underground services and utility references to the Accessories: ASTM C-1047. 1 ' --- - --- -SHEATHING BUILQING PAPER building shall be kept. These records of buried utilities should note changes of directions and location by dimensions and --- ! - I lor_aticfn by dimensions and elevations, as the utilities are actually Installed. Fasteners Ill I I#Hl� ----- -- - - ---- BUILDING PAPER I SHEATHING 07210 BUILDING INSULATION Screws: ASTM C-1(9)2 / Kraft Faced insulation: Moils: ASTM G-514 y LINE OF WALL ABOVE 1. Industry Standard: ASTM C 665, Type 11, Class C. Panel Thickness: I i 2. In, Flame Spread: Claes A. 25 or less. Provide 5/8' thick panels typical, unless noted otherwise. --� •' - - - - - - -- 3. Vapor Retarder Flame Spread: Class C, 225 or less. Provide 5/8" thick water resistant panels at walls of toilet roo►ns and walls with plumbing rixtures. 4. Perm Rating: 1.0. �/ ��• / / i / 5. Mineral Type: Fiberglass Appllcritlon: ASTM C-849 Standard Specification for Application and Finishing of Gypsum Wallboard. 6. Flanges: 1" wide vapor barrier (inside! face). � - - BRICK VENEER � 1 � 09900 PAiNT I Untoct-rf Insulation: 1. Industry Standard: ASTM C 665, type i, and ASTM E 136. All work shall be in accordance with pertinent recommendations o/ the painting specification manual for the Porifir i. 0 2. insulation Flame Spread: Class A, 25 w leas. Northwest as pubushed by the Painting rind Decorating Contractors of America. \-� - -- L 5X5X)(6 X CONT WITH I J i 3. Mineral Type: Fiberglass- -. Manufacturer') acceptable for Point: Sherwin Williams, Rodda, Miller. =77- \ (2) X10 SCREWS AT 1 �, 07510 BUIL1-UP BItUM1N0US ROOFING _ 12" O/C TO STUD I , I Apply all paints in strict accordance with manufacturer's can label regarding coverage, thinning, and drying time. Subcontractor's Qualifications: Approved by the felt manufacturer as qualified to install the material. Where surfaces require more than one coat of paint, provide all coats by single manufacturer. Guarantee: Perform work and make provisions to conform completely to manufacturer's requirements. Do not include fee in bid. 14240 HtDRAULIC PASSENGER ELEVATOR SYSTEMS ____ f / Owner hos option of requiring and if issued, fee will be paid by Owner. MIlORFN DESIGN GROUP, P.C. 20r14%,LI-`-' \ --- SEALAN' I Standards: 1. Minimum UL Class B system on insulated disk. 1. Power supply. 480/277 volts, 3 phase, 60 H7. PIDHtS RFSERVfD I 2. Attachment: Minimum FM 1-60 Class. 2. Rated net passenger car capacity 2,500 pounds. iHE'.E ORAWINr; ARF THE PROPEPTV or �- 3. Passenger car speed' 100 feet per minute MILDl,'-N DESIGN GROUP, P c;,, AND AR[ SEALANT Munufacturer's Worrnnty -umish manufacturer's rfandard roof material warranty on manufacturer's standard form, setting forth a• Landings: 2 stops with 2 openings In Ilan. 107 'l At USED OR RFPRrol In ANY terms, conditions, and limitations for roof system-: materials. 5. Safety Code: Comply with Safety Code for Elevatc^s and Escalators, ANSI/ASME A11.1. MANNER, EXC,PT WITH THE PRIOF WRITTEIe PERMISSION IX MIIDREN DFSIGN rAolJP• P.C. -- -, - _ FLASHING Installer's Warranty. 15010 MECHANICAL 1. Furnish installer's roof and flosring warranty for a water tight roof and flashing systcwn for not less than two years. late: 18 Julie 2004 2. Installer shall replace defective roof and flashing systems which fail within two years after Substantial Completion without Ry separate permit. -- ! additional cost to the Owner. y Checked by: m 15400 PLUMBING Drawn by: 076'20 SHEET METAL FLASHING AND #RIM _ By separate permit. (,L'j' T iK p __-____�._ _ -__-___ Gensini: Provide flashing sheet metal icsteners and accessories reouired to provent water penetration through exterior building ` 4 --OVERHEAD DOOR, TRACK '. wall r,A roofs texas. 16010 ELECTRICAL AND CONNECTION_ BY I SEE STRUCTURAL systems. ti FOR FRAMING ey separate permit_ Job Number: 103317 DOOR MANUFACTURER - ---�r InshJlation: Comply with recommendations of the following: Sheet Sheet Metal and Air Conditloning Contractors National Association (5MACNA), Architectural Sheet Metal Manual, Current Edition. National Roofing Contractors Association (NBCA) "The NRCA Roofing and Waterproofing Manual, Current Edition.' of: Overhead Door Jamb i"�Overhead Door Head 07900 SEALANTS AND CAULKING / 3 , !0 Seal joints between dissimilar materials for watertight seal. Provide watertight coulked D9 5..5 3"=1'-0" 1� g 9 joints at all building exterior locations Building Permit Submittal - June 2004 A5.5 r DB where possible water penetration through mint may ncurr. � I 4• w.. ..-r•._w.+rrwis�..�....."a _+r�wM.11"-..._.-+w. ,.,'"f,n'Tw:en+.,+-: .-..++.w.nw.t_......,_�1+�,f•++Iw.... .. •YA.�, r w,. ..__..+.n....- .......�.... _ - .. ..^...u_4+0.::ra.- --%:.y,,eMibL"•Wu1,YJWAYi ,•., ., x.., -. ..,._ ... - .-. � -'^' +R!,`^+Y^__.,,,,,, +`^•T.�a. L. ,I,III 1..1 IIII LiI II,. I�I II,I II1 IIII 1!111111# Illlfllll i�liIIII-illi IIII I I I � �I • i: ;� . i IMO MOBILITY STRIP l•�+ l I � I � I � I � � � I � I � (1 til 1111 I 1111111 �,il IIIr"jlillll�lul:�ll!ilillllllil� , I ! I ni � n I ( � r t I 1t I ! I mill �I II iLIn11lII� I 12 I3 IA 23 _ Ios� #eM Io ' , 1!S II7 1'73 iii 2rJ 21 22 21 2!i a 27 2t3 29 30 , t t , ^ , h I t 1 01 1. 11 11 ill I I J111 I Jill) or 13141 141114 111111111 JILI 4141L N - �_.. i ,j , is f e' J +(. + , S . M� M �r k- 1 1 I I I ( f FOOTING SCHEDULE BUILDING 01: 0 -- I1t,,' AIR SPACE �j LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE MILDRF..N DESIGN CJROIlP, P.C. 'W' 'p' REINFORCING REINFORCING REM ARKS SPAI E PLANNING ! - --- ------ ---,_.___ AKCIIITEC:I URE �l A, CONT. Z'-9" I'-m" l3) 5 CONT. ---- 7650 S. N. Beveland, Suite 120 V CENTER UNDER WALL — — -- - _— - ---- ENT ------ — ---- - -- - -- -I-igard,Oregon 9722 3-8692 HOEDOWN, PER PLAN CENTER UNDER COLUMN (SO 31 244-0552 2xb STUD WALL, PER PLAN --- _ E I%x5x0'-iD" W/ l2) TS GOLUt'1N, PERPLAN — T %"Ox3" EMBED SIMPSON — r- ANCHOR ROD, PER SCHEDULr= —� (4) 5x3'-3" (4) '5x3'-3'` CENTER Ut•IDER COLUMN ---- �— WEDGE-ALL STUD ANCHORS C / UJ/ le I/2x4x0'-4" __ STOREFRONT SYSTEM, I OR %"#x5" EMBED A$. 0 / ------ - -- -- - ---- _ CENTER UNDER WALL PER PLAN ._.___ w 1" O/C 4" CMU VENEER WALL SOLID O GUN 2'-0" (Z) 5 �:ONT. ---- 8• I" Nt*N-SHRINK GROUT GROUT WALL BELOW GRADE b OE 2'-0 2 D I'-0" (2) '5x1'-b" (Z) 5x1'-b" CENTER UNDER COLUMN GONG. SLAB, PER PLAN _ _ —- — , CONC. BLAB, �- 'ty PER PLAN _ - — -_-_ T.M. RiP� �.Y �� 8' 3" 8'-3" 9x1'-9" l9) CENTER UNDER COLUMN CONSULTING ENGINEERS ---� I --- 11 bora 01vom vw M I -b• II (2) 04 TRANSV OVER 114at>*(IW 40-MI SEE PLAN ' , - CONC. FOOTING, a � , Pt-ATE NOLDOUAv SCHEDULE FLv-(603)443,3700 -- a --r-=-----�+ PER PLAN --- ------------- --- -- -- GONG. FOOTING, HD A.B. 0 STUDS EMBEDDSIMPSON ANCHOR 3' CLR PHD2 �" l2) - 2x4 I'-D" 88TBI6 PER DETAIL 3/51.10 f 3' GLR 8" DEEPx6" WIDE 'THICKENED — SLAB F_DGE W/ (2) 04 CONT. HDQB �i" (2) - 2x SEE DEATIL 2/S2JD HDIDA tii" V 6x6 SEE DEATIL 2/52.10 BE*rOND - -- E PLAN H014A 1" bx6 SEE DEATIL 2/82.10 1 FOOTING SECTION r2 *� FOOTING SECTION � `� 10,790 SCAB-E: iii" , I'-0" 82.1© -� SCALE. N" I'-0" NQ•H5s HOLDOWNS ARE SIMPSON 3TRONG TIE ANCHORS 2111.04'- 2x4 r STUDS ARE MINIMUM, INCREASE TO 2xb * b" WALLS. ALL BOLTS AND THREADED RODS TO HAVE STANDARD WASHERS. STUDS AND HOLDOWNS ARE TO BE CONTINUOUS TUpNO� TO MUD SILL AND FOUNDATION t�!4L-LS (THROUGH FLOOR � T STRUCTURE WHERE REQUIRED.. .,;5E SIMPSON SDS 114"x3" SCREWS, EXP: 6/30/06 I Owner: ZIMMLER Development, L.L.C. 14915 S.W. 72nd,Suite 200 I igarrl, Oregon 9722 3 1 2� 3 4 ---- - --- -- - 18'-0' Pro►jem BUILDIW3 "I / 5� BeVeland 1 I , FOUNDATION PLAN KEYNOTES: I. 4" CONCRETE SLAB WITH FIBF,EMESH REINFORCING OVER 6" COMPACTED GRAVEL Buildings 2 3 I MASE. I 1 TYP. 2• 1. I TYP. 2.1 1 2. 2'-0"0 BLOCKOUT AT COLUMN, TYPICAL, ' 11 11 �{91 3. SIMPSON 'HD08-SDS3' HOLDOWN WITH �"o FOU'NDATICN Ar!CHOR. --------- -- — --- — — -- - --- 4. SIMPSON 'HD14A' HOLDOWN WITH b:cb POST AND i"o FOUNDATION ANCHOi2 A — �— -•o•- - -- -b-- --------�-------- �- E 55 131 �t•1a►u� — - - 5. SIMPSON 'PHD2' HOEDOWN WITH "o FOUNDATION ANGHOP.S. I igard,()r1•glin 12 i R-------- ---- 3— — — — — — -}- — — — — — 3 ----,*-------- - 3 3 3 I OPP• �1 I I 4 I b. SIMPSON r010A' HOLDOIIN WITH bxb POST AND 1b' e FOUNDATION ANCHOR HAND ` 1. g I 1. TS bxbxli4 COLUMN. till ( - - - -- I I I <<t I itl , S. TS 5x5xl/a COLUMN. _ __ g -t' Bijildin # 1 CJ. r 9. TS 4x4x3/Ib COLUMN. g 5 1 1D. INCREASE STEM WALL WIDTH TO 10" AND USE P.T. 2x10 SILL PLATE AT 914' STUD WALL. Foundation oy 6 j �- — _ 1 I I 12 j 10 11. THICKENED SLAB EDGE. Plan l I I I D _ b 12. BIDDER DESIGNED STEEL STAIR TYP. I I I I• 5 71"0 I C.J. DENOTES CONSTRUCTION CONTROL ,IOINT AT CONTRACTOR'S T `-- I �._ 0 —I— B I I ' 'r-, I 1, DETAIL 1/61.10 AND 2/°51.10. R OPTION, PER a i ©r j , 22) I 9 TTYP. =2 141 Revisions: r — J L _ $ L O O-- , { I. 4 I 3 TYP. Ia oe A� DREN DESIGN c.RalP. RC. 2004,-AE-- 11 – �- RIc7+i5 RESERVED THE3E DRAWINGS ARE THE PROPERTY OF MIITAKN DESIGN OROUP, P.C.. AND ARE 7 7 O 5 NOT To K USED OR REPRODU(XD IN ANr PERMISSION OF MICDR!'N DESIGN ORLW. P., i' MANNER, EXCEPT WITH THF PRIOR WRITTEN I)ate: I6 June 2004 f •; Drawn by: Checked by- BUILDING "1 FOUNDATION PLAN aNr Job Number: 103317 SCALE: it" 1'-0" Sheet /� 44) oF: S2. 10 9 TMP I+,B Y�MF h.,'.1-4 buila"r 4111 1 ', r._-,v....,,..iw.a.r+,.-•w..vw�+e��1..w�.M.f.�„v.r�.,+.,_r... ....,.r wY -,v,,.w,-,�. ++w.,..w.-vrw.w-r,--.,:..+...rw-,e:ww-..r .-a.,__.�-..__.--...___-.,�_.. -.._. _. -._..�__,... .. _._-.. .. .__,--___ _ _-... .__.-................ .... _ ......—_.www��l.la{T•....n....__. .-... _.......... -.. � •-*...,. .a...,,. ;. .. ' I� !i 1 II11!I I'1111' IIS+11M'LY1i61+fciUl�h11M1MiMMYA'NIMMMY � 'tkiAF -. ��'�lRswwfYa'�Ii48ii -. •.,:: ,..;_r,:.... ;. . � .. t . onnm.�l m � i 1 � ' 111 J I+II{Ill,il.11lilll LI III 111/1111 f+11+.J 11111+111 IIII{1111 I, 111 ly{Ilil 1111{1111 111111111 Il:i{illl 1111{II!I INI{illl IIIIi111111111U 1)1111111 1111j1;11 II1i11111 111111111 till{Illi Illllilli Illllill ' �.A LEGIBILITY STRIP ri t10 111 112 1 n 114 111! 1� 118 119 210 2�1 212 $13 214 213 219 217 216 219 310 i .r NOMI Y..t6t x I 1 as , 719i ; �,:a, ,, a ua::.,,a.< <.�,�ta+�,.�X�Lehf iriU`�«a. •�, :.F'!iklal. �?�t.., wi:�.�. a.:,. � .a.` "a,�,. L - .. ... � ., . .i. ��4.�a 4i �'`�,��r,,tv�r+,r r s �i .. "'flow .k'4,.�A�.� 0110;0 00000400w, 111 - : ..v .(u Y i w I i STDG WALL SCHEDULE: - --- - - ---- ------- - ---__- HOEDOWN SCHEDULE _-- - � SHEAR WALL KEY —BEARING WALLS * NON-BEARING WALLS ADJACENT TC OPENING ADJACENT TO OPENING —r---- - ---- - ----- --------- - --- -� -- _-- -- ___ _--- --_--- -_ MILDREN DL SIG( I GROUP, PC-- SUPPORTING JOISTS) > 4'-0'' 4'-0" HD A.B. o STUDS EMBED SIMPSON ANCHOR - - -- WALL alar l lrr c-ruKE. SPACE PLANNING PHD2 'bb" (2) 2x4 1'-0" SSTBIb - SHEATH NG MATER! 7650 S.W. Beveland, Suite 120 HP08 (2) - 2x SEE DEATIL 2/52.10 `-LEWSTH OF WALL COVERED SUPPORTING ROOF I 2x6 STUDS • I'-4" O/C 2x6 STUDS • "-4'' O/C (2) 2x6 BEARING PLUS (I) 2x6 BEARINCs PLUS - 1 15/32" PLYWD OR OSB ONE BIDE I igard,Oregon 9722 3-8692 I LOAD ONLY I (3) 2xb ULL HEIGHT (2) 2x6 FULL HEIGHT HDIOA 1i" bxb SEE DEATIL 2/82.10 2 15/32" PLYWD OR OSB BOTH SIDES* BY KEY = HATCHED LINE F (S03) 244-OSS2 - --- —--- - - - - BLOCK ALL EDGES OF --- EDGE NAILING; HD 14A I" &X& SEE DEATIL '1/52J0 PLYWOODPLYWOOD - 10d COMMON FIELD NAILING w 1'-0" O/C TYPICAL SUPPOR'-!NG FLOOR (2) 2xb STUDS • 1'-4" CIC 2xb STUDS • 1'-4" O/C (3) 2xb BEARING PLUS (1) 2xb BEARING PLUS P-.US R7OF LOAD (3) 2xb FULL HEIGHT (2) 2xb FULL HEIGHT NOTES: HOLDOIJX45 ARE SIMPSON STRONG TIE ANCHORS 2x4 STUDS ADZE MINIMUM, INCREASE TO 2xb • 6" WALLS. BILL F_AST_atsl<B$_ p ALL BOLTS AND THREADED RODS TO HAVE STANDARD I6 IGd NAILS i WASHERS. STUDS AND HOLDOWNS ARE TO BE CONTINUOUS ■ ''/z"44.15. T.M. R I P P E Y #' STUD TO ALIGN WITH JOISTS- TO MUD SILL AND FCO NDATION WALLS (THROUGH FLOOR % = %"o A.B. - SILL FASTENER SPACING IN INCHES CONSUL'T'ING ENGINEERS STRUCTURE WHERE REQUIRED.) USE SIMPSON SDS '14"x;" SCREWS. 14 = 114"o A.B. mm t3W Bewww W04&A@ 100 -- - raved a•"m 97223 * NOTE: WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL SPACING -3W(�)443-39W IS LESS THAN 6" ON CENTER ON EITHER SIDE PAN JOINTS - 445-3700 EL JO�I S ..HALL BE OFFSET TO ,-4L.L �`I;�) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SHALL BE I r AGGERED WHERE I0d NAILS ARE SPACED 3 OR LESS ON CENTER. V t N�"••�'~�� t e.720 on TUTANO'� EXP: 6/30/06 Owner: ZIMMLER Development, r, 1 ".L.C.. 1491 S S.W. 72nd,Suite 200 Tigard,Oregon 97223 2 .,3 4 Project — - MIL0INCs 01 7155 Beveland SECOND FLOOR FRAMING PLAN KEYNOTES: /� Q r - Buildings 4 1" GYP-CRETE 20W TOPPING SLAB. 71-P. AT 2 3 11 T7 P. 4 �3> GRID A a,4 4B 3.1 3. 2. 314" T 4 G PLYWOOD FLOOR SHEATHING, GLUED AND NAILED WITH 8d NAILS I I I 1 • 6" O/C AT SUPPORTED PANFL EDGES AND 8d NAILS • 1'-0" O/C AT INTER- MEDIATE SUPPORTS. 1 6 8 6 6 l CsL 5/a.x131;2- --- . -_ 15� �P• 15 11 �� 1 � y I Ix EYP. 3. 22" TJW FLOOR JOISTS • I'-4" O/C. w 12 / GL 51%x13'1/1 GL 5vix13t,2 GL 51/ x131/ �• 12 g an 7188 Beve d A ' 4. 16" TJW FLOOR JOISTS • 1'-4" O/C. ------- ------••- -=� TYP. Tigard,Oregon -------- -------- GL 5 xl1 - � - GL 5'1 xl2 ' -� �X1 3 5. 14" TJ;/L90 FLOOR JOISTS • I'-4" O/C WITH SIMPSON 'ITT414' HANGERS. MN x 14 14 .o 6. SIMPSON 'MST148' FLOOR TIE STRAP. Sheet Title: •— - 3 I 1 n 6n i I9 I I I 1 I I 119 11 I X 15 '1. SIMPSON 'MSTI60' FLOOR TIE STRAP. TYP. Building ,�# 1 I 13 I 8. (2) SIMPSON 'CBIS' r CONTINUOUS STRAPS ABOVE= AND BELOW WALL OPENINGS. J_f_ ? ( I t. NOT USED. Second Floor GL 5�sxI5 _ I I I I I I I I 1 I 3 I l l i l l l l l i i l ! 1 ! ! I ( l 1rD. NOT USED. Framing Flan t I OP�TI�I brb POST rO ROOF WITH SIMPSON 'CCQ5-6 8DS25' INVERTED BASE AND SIMPSON } 'ECCQ5-6 SDS2.5' CAP, i 12 I 12• SIMP90N 'HU5.125' HANGER �' I •' 13. GL 51%x9 HEADER 4 i I I I I 3. 314 8 13 14. TS 4x4x3/I6 POST TO ROOF. I ' TYP. 4 15, 2x8 • 1'-4" O/C WITH SIMPSON SKEWED 'LUS28' HANGED UA4 I --- GL s�sx31';i GL 6�isx311„2 GL 6-114x18 Zp i4 48 GRD ERE �QU RED. R:•v isiol T - 16. (2) SIMPSON 'LSTA21' STRAP ACROSS TS COLUMN AT WALL TOP PLATE SPLICE. 2 4 5 5 4 21 t�IM. g 1, Il. (1) 114"x9114" TIMBERSTRAND 'LSL 15E' STUDS • I'-.(” O/C AT TWO STORY WALL s,� 34 3.1 3, -1�.---_ ADJACENT TO STAIRS. C6 li 21 IS. (3) RILL HEIGHT PLUS (U TRIMMER 1314"x9114" TIMBERSTRAND 'LSL ISE' STUDS ADJACENT TO OPENING" , 19. 11Ty" TJI/L65 FLOOR JOISTS • I'-4" O/C WITH SIMPSON 'ITT311B8' HANGERS. I 11`-r-I I I; I I I I 1 I 1 I I I I I I I I 4 I l l l l i l I I I I I I I I 41 i I I I I I I / ' I 1 X 3. 20. GL 3v&xi2 WITH SIMPSON 'HW' HANGERS. Jw f�0 21. (3) BEARING STUDS IN WALL BELOW GL BEA!" .r 2 FLOOR TIE STRAPS SHOWN OCCUR AT SECOND FLOOR LEVEL. - — - --- --- ------- ------- - - 3 •--------r ------ ------ ------ ------- - - ___ _ ._ P.� ll MILDREN [ SIGN CROUP C. 2004 A �+Ipi T5 RESERVED TS 12x6x4b _---- GL ��bx12 T8 12xbx THESE DRAWIMO� ARE THE PROPERTY,. ANDA Or OC MIL')RE'!/ DE"'%1/1 OttOUP, P.C.. AND ARE NOT TO 9E USED OR REPRODUCED IN ANY i(a �� C� �3>TYP- IbJ 16 MANNER, EYCEPT WITH THE PRIOR WRITTEN 3.. TYP. �' f rF.RMISSI(Y1 (X MILDREN I SIGN GROUP, P.C. 9 i 3 1 Date_ - 16 June 2004 N3-# . TYP. �� TYP. AT 4 '� GRID L 3• Drawn by: C heckvd by: STS RNT B L� ` SECOND FLOOR FRAMING PLAN (FIRST FLOOR WALLS BELOW) Job Number: 103317 t SCALE: 'qr" 1'-®" Sheet I o f I Of: S2. 1. 1 9 TMRJ(ANAME6wdw bWIft" Nt1 -. .-_ :,.w, ...-.. .: �l i l I I!I i l l l IIII 1111 1111 !III IIII I l i l I I I I I (1 I I I�I�I�-11�1 III IIII IIII III l i I� � � ., Cfil I { I I I I i ( I II I i I lllll Illlllli Illllllli IIIIIIIII Illllilil llllll iJ�illl 11111111 II Illfll lulus ul II 111111111 11111111111111iii1 nulln11nn I II Illllllli IIIIIIIII !I. r 11 Illllllll IIIIIIIII LEGIBILITY STRIP ( �+� Ilo III 112 II I ; r ( I I I I I mrlpe L11 14 IS 17 19 IO $D 2( 22 23 24 2B 27 2B 29 30 Ipm 2t3 r, OI NON( r 10L► 47t M _ C a t aa' ., ,. r yMEL +u wf , 7 'a h� r'S l�.'rti:. .n., :,r'•.:, r :,.. n ! r ,.I' 1. v.. , ih fid^ R �• was I i i i I I I Y SHEAR WALL KEY --- -- MuwEN DESIGN GROUP, PC- WALL nk(HITEL-fUKF- • SPACE PLANNIN, THING MATERIA 7650 S.W. Beveland, Suite 120 115/32" PLYWD OR 085 ONE SIDE LENGTH OF WALL COVERED T igard,Oregon 9722 3-8692 2 15/32" PLYWD OR 0815 BOTH SIDES* BY KEY . HATCHED LINE (So 0 244-OSS2 BLOCK ALL EDGES OF �NAILING: PLYWOOD PLYWOOD - 10d COMMON FIELD NAILING s 1'-@" O/C TYPICAL $ILL FASTENER, -� Ib ■ Ibd NAILS , �2 L'2"#A.B. T.M. RIPPE % ■ %"♦ Aa. SILL FASTENER 5PACING IN INCHES c'ONSULTING ENGINEERS „0 A.B. 7W SW Swsknd ft,M1.Blas 1100 rearct orewOw * NOTE: WHERE PANELS ARE APPLIED TO 50TH FACES OF WALL ANL NAIL SPACINrS RKw (SM)443-39W IS LESS THAN b" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL Fir.(5W)443.3/00 ON DIFFERENT FRAMING MEMBERS OR FRAMING *HALL BE 3" NOMINAL OR THICKED AND NAILS ON EACH SIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3'' NOMINAL AND NAILS SHALL BE STAGGERED WHERE 10d NAILS .ARE SPACED 3" OR LESS ON CENTER. 1. .zo �� d,T-7 �r _o r I --- o i EXP: 6/30/06 Owner: ZIMMLER Development, L.I.C. i 14915 S.W. 72nd,Suite 200 Tigard,Oregon 9722 1 i I,LI,;� (_It 7155 Beveland BUILDINCs � ROOF FR M IW3 PLAN KEYNOTES: Buildings I. 19/32" PLYWOOD OR 0915 ROOF SHEATHING *PAN RATiNI:s 32/16 NAILED WITH 16 TYP. AT I T3\ 8d • b" O/C AT 3UPpORTED PANEL EDGES AND 8d w 1'-0" O/C AT INTER- TYP, GRID A '"IEDIATE 3UPPORT3. I I 16 3 I I. I TYP'\ n I 7 TYP. 2- (1) BEARING STaG3 mLUS (2) FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. TYP r— 3. (1) BEARING STUD PLUS (2)FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. 71 S5 Reveland r 1 GL 51/&x12 GL 51i*x12 GL 51/ir12 I igard,Oregon _ ---- .—_ -- Rte_- _ _ _ _ 4. (i) au`1PSON CSIS' x CONTINUOUS STRAP ABOVE AND BELOW WALL OPENING. GL ffxl2 - x ___ -- .____ _- - �—� I �- GL 5V x� 5. 16" TJ1/H9@ ROOF JOISTS • 2'-8" O/C WITH *11"1P°�`>N 'MIT416' HANGERS. x, 4.1 TYP" b. 14" TJI/L65 ROOF JOISTS a 2'-8" O/C WITH SIMPSON 'ITT314' HANGERS Sheet 'l idc: I x ► I I �,� ,. 2x8 • 2'-@" O/C. Building �# 1 cp 10 I �) ts. (2) 2x8 I � I 1 -� • _ Root Framing :c5x, '� ��TB 1@x5x CI. PIROVIDE (2) SIMPSON 'H8' ANCHORS AT BUILT-UP STUD COLU"N TO ROOF, SEE 2/8410. Llan I 1 Re i%ions: _ CsL 1hx221�2 GL 51/&x271/& GL 51-� 2!12 -� - -- G B='R R■16@@' CAMBER R■Ibl'Jm' CAMBER Ib@@',' TY?. AT 1 4 3 3 - GR ID I13 TYP AT 16 3GRID 4 C3 3r ! I I I I I I I I I I I b I I I 1 1 1 1 1 1 i► 0 x RIGH SNREESERVEG P.C., . — _._ rH(oE DRAWINGS ARE THE FRQPERTY Of ----- — ORQUP. P.C.. ANO G N DESIGN— -- --- -- AIILINlEN TS 12xe x3/16 GL 51/ex'd T* 12xbx3/16 Noy' E K USED oR KPRM)CED 1Apr N Afvr ►WANKP.. EXCEPT WITH THEPRIOR 'ARtTTEN TYr-1. a4 F'F+�MISSION OF MILD" DESIGN ORO . P.C. 9TYP. TYIm. `I 6 TT P. I),atine 16 J n TYP" AT I 3 GRID G tb a I prawn by: Checked hy: tilti RNT ---`- 5U I L D INC, 01 ROOF FRAMING FLAN (SECOND FLOOR WALLS BELOW) Job Number: 101317 SCALE: Iy" . P-m" Sheet of. 1 _ CA S2. 12 9 TMPL K*NAMt b. 1e,,d hwI& '^ F -... .::.•+C�+�r"..a+pa:z•s�MriirMYr�,IW��Ytlbtiafa-,..,.cw,»a,yiii'IWMV46ti iwrNlKilN�li1F��A1'�uS9i;. .-_. � ,. •.•� •'• .gid--r:; .-:1._d;._.: .i._.z... � � .-... US ,. cm; I ( � IIIIIIIII,I Il;f`1111 IIIII.III IIII IIII Illi tlli 1111 IIII III1I1!II IIIIIIIIIIIIIILIIIIiIIi�III11111illlllil ��, �'+�''�;t�? ' ', •. lomm.ICM i. ILII I!I!III11111! �4 S P _ LL�OIb�RY STRIP a I t o I t l a t o t 4 I r E 3 a 2 5 2 s 8 lg 20 2 I 2 2e 2.!; 3c I tlN1 .N : G� I I , i a, r»� i .'r t I I I I I 44 I STUD WALL SCHEDULE: HOLDOWN SCHEDULE - ---- - - t--_ _— _ SHEAR WALL KEY BEARING WALLS * NON-E3EAR!NG WALLS ADJACENT TO OPENING ADJACENT TO OPENING -- — - — — ------------ ---- - - --- - . -_ _- - r`11LDRCN DESIGN GROUP, (SUPPORTING JOISTS' > 4'-0" 4'-0" ND A.D. ♦ STUDS EMBED SIMPSON ANCHOR WALL ARL HITEC?UKE SPACE PLANNING -- --.- - PHD2 ,Y" l2) - 2x4 I'-0" 68TIS16 y ------ - -- _ —_ _ — -- $HEATHINCs M T ----------------- x-� NDGiB � l2) - 2x SEE DEATIL 2/82.10 -•6--�A.L� 7b50 S.W.Beveland, Suite 120 �-LENCaTH OF WALL COVERED Tigard,Oregon 9722 3-13692 j SUPPORTING ROOF 2x6 STUDS • 1'-4" O/r: 2x6 STUDS • I'-4" O/C (2) 2xb BEARING PLUS (1) 2xb BEARING PLUG ,-_ 15/32" PLYWD OR O$B ONE SIDE g + g p HD10A lb" 6xb SEE DEATIL 2/52.10 2 = 15/32" PL1"U IU OR OgB RUTH SIDE$* BY KEY ■ HATCHED LINE ,I• LOAD ONLY l3) 2x6 FULL HEIGHT (2) 2x6 FULL HEIGHT _ _ - -- (SO 3)244-OSS2 BLOCK ALL EDGES OF -- f=rX, vll INr HD14A 1 bxb SEE DEATIL 2/8210 PLYLdiOD — PLYWOOD 1001 COMMON FIELD __ ---1-- _ -- -- --- - ' ?r NAILING • I'-0" O/C TYPICAL ?" SUPPORTING FLOOR (2) 1x6 STUDS • 1'-4" O/C 2xb STUDS • 1'-4" O/C (3) 2x6 BEARING PLUS (l) 2xb BEARING PLUS �\ 1�• •�),. FIs F't_US i'70UF LOAD (3) 2x6 FULL HEIGHT (2) 2x6 FULL HE IGH i NC TIES: HOLDCW'sIS ARE SIMPSON STRONG TIE L.NGHORSI m 2x.4 STUDS ARE MINIMUM, INCREASE TO 2x6 • b" WALLS. SILL FA$TENER ALL BOLTS AND THREADED RODS TO HAVE STANDARD 16 ■ 1601 NAILS WASHERS- STUDS AND HOLDOWNS ARE TO BE CONTINUOUS 1.2 oA.B. T.M. RIMY STUD TO ALIGN WITH JOISTS. TO MUD SILL. AND FOUNDATION WALLS (THRCUGH FLOOR ;. ■ % V A.B. SIAL FASTENER SPADING IN NC.4E5 !'UNSULTING ENGINEERS l J. STRUCTURE WHERE REQUIRED.) USE SIMPSON SDS +•�"x3" SCREWS. '/ " M Cis 4 3i AB. ao � �•' 7tjt31i?HW BswMrrd t3treel&AD 100 Tiprd C)regm 67223 # NOTE- WHERE PANELS AFtE APPLIED TO BOTH FAGES OF WALL AND NAIL 51PACIN- a Pfvmw(5W)4469 1900 r IS LESS THAN 6" ON CENTER ON EITHER SIDE PANEL JOINTS SHALL BE OFFSET TO 1-ALL rat.(sm)44x-3700 P" ON DIFFERENT FRAMING MEMBERS OR FRAMIWG SHALL BE 3" NOMINAL OR TW:r-K R AND NAILS ON EACH SIDE $HALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SHALL BE ST•V-'2xERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER '��1 20• �� e TUNKBN� EXP: 6/30/06 I Owner: I. ZINIMLLR Development, l..L.C:. 1491 S S.W. 7211d, Suit, 200 'Figard,Oregon 97224 i BUILDINCs 7155 Beveland SECOND FLOOR FRAMM3 PLAN KEYNOTES: Buildings 1. 1" GYP-CRETE "2000 TOPPING SLAB. 1 I 2. 3/4" T 4 G PLYWOOD FLOOR'. SHEATHING, GLUED AND NAILED WITH 801 NAILO I I I 1 • 6" O/C AT SUPPORTED PANEL EDGES AND 8d NAILS • I'-0" O/C AT INTER- 4 MEDIATE SUPPORTS. 3 I 4 TYP. AT 3 16" TJt1J FLOOR JOISTS • 1'-4" O/C. y�4 48 GRID A 71 S5 13rcc land I I TYP. TYP. II TYP• I I 4. 14 ' TJI/L90 FLOOR JOISTS • 1'-4" O/C WITH 'ITT414' HANGERS. I.igard,t)regon kD (�9f 3. 10 I 1 11 3. 5. IIlb" TJI-L65 FLOOR JOISTS • 1''•4" O/C WITH SIMPSON '!TT3112C' HANG,ER$. I, - b. GL 31ax.I2 WITH $Ii"'PSON 'HW' HANGER She•c•t 'Title• tS I?xbx3/16 GL 5 ax12 _ - 1. (2) SIMPSON 'CMST14' STRAPS, NAIL WITH (2) ROWS OF 10d NAILS • "1" O/C AND BuildingTYP. AT / ` 4 I f �- (2) ROWS OF 10d NAILS • 3'/2" O/C ADJACENT TO SHEARWALL. 2 GRID I3i I I I I 48TYP. 1 (1) SIMP30N 'MST148' FLOOR TIE STRAP. Second Floor r , cs -- I 9. (1) SIMPSON 'MST160' FLOOR TIE ;)TRAP. _ I 3 _ TYP. AT Framing Plan x ;4•'�! I I I �x 3�4 48 GRID 4 10• (2) SIMPSON 'GSI$' x GOVT INU�7Ug ABOVE AND BELOW WALL OPENINGS. II, (l) SIMPSON 'CSIs' FLOOR TIE STRAP. 12. (U 13/4x914" TIMBE"TRAND LSL ISE STUDS + 1'-4" O/C AT TWO STORY WALL 9 I 6! 4 ADJACENT TO STAIR$ i 8— i r _. I 4- 3. I ~� 9 - ID 13. (3) FULL HEIGHT PLUS i I) TRIMMER I3px9',2" TIMBERSTRAND STUDS 4DJACENr TO 1 ( OPENING. II 14. 2x8 • 1'-4" O/C WITH SIMPSG 4 SKEWED 'LUS28' HANGERS W4ERE REQUIRED. -- ---- ------------- GL 63/4x251/?11 1 GL 63/4x15k-� GL 63/4x12 I -�rn� Kc%ision�: I I /-- I / ;✓ t-1 15. TS 4x.423/I6 POST TO ROOF. x ! 5 5 4 14 I 16. PROVIDE SIMPSON 'NU5.125' N/+LAGER 3• 3. - ' — \ b 9 o f GL SU.xlS I I I I ( I I I I !� 1 1 1 1 3 I I I GL 5�ix15 �J I II J 11 II • I i 1 � 5 14 TYP. J4 x r I 3• 3. �I I V I -\! �}_ FLOOR FLOOR TIE STRAPS 64011 i OCCUR AT SECOND FLOOR LEVEL �._p �I � 1LI! I l i 1 3 I 1 1 15f I �_j _ x 3 IS I I i I I yob 3? G► 5�sx12 I GL 9'%xl2 Mn iiRfDF s1oN ca0Ur,p.c.. 2-0-0-4. AIL ISI rs RescNven ©- 1 — - - - xl - GL 51/&x12 - GL 51/&x12 ' x1 , �IEi F DRAWINGS ARE n PRO°ERT Y or GROUP• P.C., AND ARi �� HOT TO aE USED OR REPRODUCED IN ANY MANNER, ►+ CA WITH TME DESIGN aR RIT pm PUMMSIOOUP. Date: 16 June 0 4 � 4 TYP. Al 4 5 3�a 48 GRID C 3 4• I lraH'n hy: (- hec'ked by: TYP. RNT a r. BUILDING 02 SECOND FLOOR FRAMING FLAN (FIRST FLOOR WALLS BELOW) Job Numbei: 103317 e',CALE: Ie" - I'-0" Sheet ~` 52., 1 4 9 ,§k y IMIkY)IINAM[ bevelaMbuNdWq yam #h IIII w ' '• '_ >. Cfll ''I �ii!1�11'Ilillllll IIIIIIIIIffII11l1111 1111111 Illilllll!�II!Ill�jl,111!�j jj!Illlli If!I IIII II"II�1;1 ��'�I • � i 1 1 i1 F � LEObLITY STRIP 1 z to I 1 I (2 1II411111n 111) 1Ionull I I 99 I 2u 4t I S(Ott ► t 27 2eI I 211911111113110 9 t 30 ` "RiplomplIF111111 pill , , P,�,.. ....,. . Ire!I,F�11 " po "fs OI HON( • 10 t d Y, 1 11:v x 1 i aI ifloil oil IN 10 , " ` !' OBJ., +a y„u�) J I y� 1' 1: Si-IEAR WALL K-EY MILDREN DESIGN (_,ROUP, • � r WALL ARCHrmci uKE. - SPACL PLANNING 76SO S.W. Beveland, Suite 120 SHEATHING MATERIAL: 15/32” PLYWD OR OBB ONE LENGTH OF WALL -COVERED -1 ikard,Oregon 9722 3-86-42 PL.YWG OR OSB BOTH SIDES 1 . BY <EY - HATCHED LINE ISO31244-OSS2 DES BLOCK ALL EDGES OF EDGE N,41LING: PLT WOOD PLYWOOD - 10d COMMON FIELD J NAILING • 1'-0" O/C TYPICAL 16 - 16d NAILS ,, , I,, ',AB. \ T.M. RIPPEY % - °+(r"• A.B. BILL FASTENER 511-4CING IN INCHE5 CONSULTING ENGINEERS 3-4 - 2/411♦ A�. 7WOSW DeveW4 9111"GA Suft100 Tlprd�'>rport X7223 * NOTE:. WHER[ PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL Sr-ACING per`(MI)413-=0 19 LESS THAN 611 ON CENTER ON EITHER. 510E, PANEL JOINTS SHALL BE OFFSET TO FALL Fu 15°r'0M ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAIL6 ON EACH SIDE SHALL BE STAGGERED. I FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SH:.LL BE STAGGERED WHERE 10d NAILS ARE SPACED 3 ' OR LESS ON CENTER L_ 16.77 �RX ;N s'0.TUR J I FXP: 6/30/06 0%%tier: I ZIMMLER Development, i_.L.C. 1491 S SAV. 72nd,Suitt 200 I ipard,melon 147221 Proick t: 7155 Beveland BUIUDINs +2 r ! 1 2 3 4 ROCIF FACING PLAN <EYNoTES: �---0 - _ Building I. 19/32" PLYWOOD OR OSB ROOF SHEATHING SPAN RATING 32/16 NAILED WITH ,. . Sd a b" O/C AT SUPPORTED PANEL EDGES AND 8d ® I'-O" O/C AT INTER- MEDIATE SUPPORTS 2. (2) [SEARING STUDS PLUS (2) FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. I 6 TYP. AT 3. (1) BEARiIs*3 STU:) PLUS (2) FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. ! 55 Be%clancl IGRID A TYP. I lab rn . PSON C518x CONTINUOUS STRAP ABOVE AND BELOW WALL OPENING. S. 14 TJI/L65 F-e 0 JOISTS • 2'-8" O/C IUITH SIMPSON 'ITT314' HANGERS. itE :, I TYP. 2 4 TS 12xbx3/1(P CsL 5t18x12 b. (3) BEARING STUDS PLUS (2)FULL HEIGHT STUDS AT EACH END OF HEADER, TYPICAL. `Ilc �•t I it 1c: _ -- ,. 2X8 . 2'-011 O/C. Building i d i n # O-- I g 2 y 2 TYP. S. (2) 2x8. , Framing _ I 1 TYP. AT 2 4 �I 9 !?+C3 . PViI7E (2) SIMP30N 'H8' ANCHORS AT BUILT-UP STUD COLUMN TO ROOF, .SEE Roof GRID 1 Ib 4 O; DETAIL 2/54.10. Plan *TWO ROWSm i j't4 -- 1 __ I 4 TYP. AT 10- PROVIDE SIMPSON 'LECs,' ;ANGER. J -1� I I I I 1 1 1 I 1 1 1 16 4 GRID 4 I ' i 10 I 10 GL 3L Sox?I 51rix21 , fteN inions: x CA i R Re 1200' CAMBER R-II It�O'I CAMMER R11200 ;cr 3 b In I _ - I t----TT. � III g T3 12,5x3/16 i! I 1 I I I I I I I I ! 1—TS 10x5x3r Ib TZ d1 8 r I l TYP. - in I I I I I —MA -- — II I h I I) i ___ ✓ GL 5X12 GL 51j X12 Mit RIG+IMTSNREDESIGN SERvECGROUP. P C. 2004. ALI C I \ Mf SE DRAWINGS ARE TMERTY P+ OF ARE TO 8E USED OR REPROOum IN Amy GL 5'/&x122 � GL S�xl2 un rrRer DESIGN GRwP, P c., ANpARE uANNER, EXCF.PT VATH THE PRIOR MIRITTEN '- ' nFRNISSION OF MILDREN DESIGN GROW. P.C. - 4-0 --- - I T T-P. ( 4 TYP. 2 TYP. — `�-' I)ate: _ 16 June 2004 AT Typ16 tib GR- C I)raven by Checksd b 4 TYP. y' tiIS KNIT BUILDING UILDINCIL R0r1` -`--RAM INCPLAN LfN (SECOND FLOOR WALLS BELOWJoh Number: ----____�10�331� C' r' f_ SCALE: ty" - I'-0" Shutt /11 of. 52. 15 T MR h'yU NAMF br.�lu,�Fw,gdM� SII v "- ..-...,- .:'... ,..._,. a:'. ..- �R� u. _«'^ _.�.w�.w..,�.•-..�-. .ww.__.....--_.,....,.« ..... '^�.�+.�._+.«. � - --�-_--._.._. ..... -.- .... -.-..._-. _ ...... ..-.-....... .. -._...........V..�..wn•_..wr...+..w•_+.�.�,+r,. +M"+a.. P./wM•M�+. .. .. :. _.w.wvrww+..X:wn+eaw�+.w•.w.,+�rrwrw.t .rs:..r-.•n.wr.uYu+dw.MNMF-MV�nms,� ...,.i.,... i .,'..,' .......,.....-�..«,.�:,�...c.w.-.... .. '^VNF.rr•..w•pwwr.y4a,0yA,p.MM.N...,. .:. ,. :. - ''. (,.':'1 , 1 I 1 j1.1. 111111111 1111111. .II 11: 111III111I:1 1 II,lil I I h i I'Il;I!!i,I L!IIIII,..!•w 1j11-� I'II II U I'll IIII '! li' IIi ii, n ,1 , li LEAMILI'TY STRIP 0 4 tOm < m I 3 c 10 II 12 I� i ! I4 t1E3 I7 !e3 19 20 2) 22 23 24 25 26 2'7 2© 29 30 .ate _•.V i I 'Lias! l ;, i .nYiy•. 4 I ry s apt 5i ,1 i¢ k d 40N1 IOill fill 11 `J t 111111 1111dil fill111, 1 ' I* • ::.:,P 11 - r iA G I I y I 1 --- Mid �rrr.rr■...... � COLUMN, PER PLAN M11DRFN DESIGN GROUP, PC- Y-S II- AIRLtiITFCTUBE - SJIA('F PLANNING FLOOR SHEATHINGS, I WINDOW SYSTEM, B'1 OTH7650 S.W.Beveland, Suite 120ERS FLOOR SHEATHING, WINDOW SYSTEM 5) OVERS PER PLAN Tigard,Oregon 97223-8692 PER PLAN � 1�_ g � I (SO 3)244-0552 I" GYP-CRETE TOPPING I'%x14" TIMBERSTIRAND I" GYP-CRETE TOPPING 1'-4x14 ' TIMBER5TRAND BRICK VENEER, SEE AR✓H W. BRICK VENEER, SEE ARCH. W/ SLAB, PER PL -kN RIM J019T RIM JOIST Ibd PLATE "�ali-iiks PER FISE 2x8ROOF JOISTS, PER PLAN SLAB, PER FLAN 2x8 RGC� jCISTS PEtz PLAN Dl.illr-O-WALL U/A431 VENEEICC � - DUR-O-WALL U/A431 ti'ENEER - PROVIpE SIMPSON 'LU828' PROVIDE 51r�tP°>�.; 'LU928 TIES • 1'-4 C/G EA. WAY TIES • 1'-4" O/C EA. WAY SHEARWALL SGHEDwLE COND FLDO MANGER 6 RIM JN 'L16d PLATE NAILING PERHANGER AT Rlt-t JOIST _ ENGAGING a GAGE WIRE ENGAGING 'KJ GAGE WIRE ---- SECOND FLOOR JOINT R>`InfFORGING - - &4EARWALL SCHEDULE JOINT REINFORCING - 8d • 6" O/C INTO 15LOCKING ROOF SHEATHING, / 1 PER PL.Ah! - ROOF SHE.%THirr,C,, I FLOOR SHEATHING, PER PLAN - FLOOR SHEATHING, PER PLAN i PER PLAN Y SIMPSON FLOOR STRAP, 1" GYP-CRETE 2000, SIMPSON FLOOR STRAP, - 1" GYP-CRETE 2r2901't�, I' PER PLAN — PER PLAN — I T.M. RIPPE PER PLAN PER PLAN SECOND FLOOR SECOND FLOOR -- �,.., �1 '' l CONSIIL'f1NG ENGINEERS " -- __�"�', a —� 7QtS0 SW BewWd LWOK B�Ne 1106 ffz--, jy^ 177 -- ` 11 — --- --- -� _ tfionW(5033ti00 // 2x BLOCKING \` F�(�)�� \ 2xb BLCOKING 2x4 BLOCKING • 4'-0" O/C TJI FLOOR JOISTS, I Zx BLOCKING W! (2) Ibd NAILS TO WALL PER PLAN I - TOP FI ATE \ SIMPSON 'H3' AT EA. � PL'T WD OR OSB WALL \ P' Y WA I SIMPSON' 'H T WU OR OSB LL I ROOF JOIST, TYP. II ROOF )0187 TTP. SHEATHING PER SHEATHING PER 9HEARWALLL SCHEDULE SHEARWALLL riGHEDULE TJI BLOCKING GL BEAM, GL BEAM, ' OR JOISTS, PER M-AN FLOUR J018T8, • 4'-.0" O/C PER PLAN PER PLAN GL BEAM, Ij GL BEAM, f PER PLAN II PER PLAN �\ a , 2xb FRAMING, SEE SCHEDULE, 2x6 FRAMING, SEE SCHEDULE, PER PLAN FE 'gx5XV-10" LU/ (:) art 81. ALIGN STUDS W/ FLOOR SI. ALIGN STUDS W/ FLOOR %"#x9" EMBED LAG JOISTS, TYP. --- JOISTS, TYP. I BOLTS • 7" O/C AT / J j � le,?>zo J II GL BEAM I I 1 ,� os9�lo zo, 1 FLOOR SECTIONr2_"� FLOOR SECTION 3 FLOOR SECTION r4"'� FLOOR SECTION TUR 145.�10 -" SCALE: I" • r-0" 3.10 eoa-1z SCALE: 1" . r-0" 3.10 Igoe--22 EXP: 6/30/06 SCALE: 1 . 1'-0" 310 e0e-23 SCALE: I" 1'-m" ------_.- 0 ner: t ZIMMI_.ER —'4 \ I I T8 COLUMN, MR PLAN Development, I I FLOOR SHEATHING, DAP TOP OF BEAM PER PLAN L.L.C. I, AS REQ'D AT HANGER I" GYP-CRETE 2000, BACK R '-4x8x0'-8" I I / PER PLAN GL bs/4x311i1, PER PLAN I I si GL b '4x18, PER PLAN t I` I 14915 S.W. 72nd, Suite 10(1 I'igard,Oregon 97221 INE OF TS COLUMN I I 3 � � I I 3 - - -� � BEYOND --J I l I I _ 1 1 r 2) SIMPSON 'C^1STI4' 5TRAPS, PER PLAN — -------~ Project: I 1�, -- i.- FLOOR SHEATHING, PER PLAN FLOOR SHEATHING, PER PLAN �'9 Y 1" GYP-CRETE 2000, > 15 5 Be v e l a n d I I 2x4 NAILER / 1" G`r'P-CRETc 2000, I 0- 3' 1 I PER PLAN PER PLAN • I GL BEAM, PER PLAN — 1 O SECOND FLOOR I I SECOND FL OOR V — _ �Lr Buildings 11 l2) IE 3/16x1x5M. DEPTH 4', C Z I � I (1) EA. SIDE W. (2) A/4"# M,B., TOP I \ TJW FLOOR JO15T5, 1 j BOLT IN It'2" VERT. SLOTTED HOLE I I PER PLAN 3 j BRG. R =/•x6�x0'-4" GL BEAM, PER FLAN I \ - - \ i I 4x.8 BLOCKING, PROVIDE I I SIMPSON 'ECs1' HANGER W/ l8J 2x4 CARRING MEMBERS 1 5% hc• eland TJI FLOOR JOISTS, I I • 10'-0" O/C W/ SIMPSON TJI FLOOR JOISTS, - - I i :arcl Or: :lan l2i R 14x8xt'SM. DEPT�� -I", ! li+ I"♦ M$ AT HEADER 4 (2) 1"• PER PLAN PF24' HANGERS T k b (l) EA. NIDE W. (2) R�"e M.1S., I ! MIS. AT BEAM PER PLAN \� TOP BOLT IN It,; ✓ERT. i I I I \- TJW FLDU6z JOISTS, SLOTTED HOLE I I - bx8 HEADER PER PLAN PROVIDE SIMPSON 'LI0' CLIPS PER PLAN PROVIDE SIMPSOrI HANGERS lheet l itl� 1 I 14 � TO SHEARWAL 8 BLOCKING - i �tr�actu�al 2x6 STUD WALL, PER PLAN I I j PLACE1DP CARWALL SHEATHING GL BEAM, PER FLAN [details 5 FLOOR SECTION FLOOR SECTION FLOOR SECTION FLOOR 6EC T ION 3.10 "�"-'s SCALE: I" - 1'-0" 3.10 eoe-z° SCALE: I" , 1'-0" �io BM-29 SCALE: I" • !'-0" 3.1 am-30 SCALE: 1" I'-p" ; r. FLOOR STRAP, PER PLAN I I-- T8 COLUMN, PER PLAN FLOOR SHEATHING, PER PLAN --- 1 I PLYWD EDGE NAILING TO BE Revisions: ' I FULL HEIGHT OF WALL AT STUD ADJACENT TO OPENING - HEADER PER PLAN I I - 2x FLAT BLOCKING I I IN WALL AT STRAP, TYP. /- STRAP MAY BE SPLiCED AT HEADER I I UJ/ 1'-0" MIN. END LFNCsTH EA PIECE i NAILED W/ (10) 10d NAILS SIMPSON 'LSTAI2' TOE PLATE TO !�' AIR SPACE . • R!M .1018' EA. SIDE OF ELEVATOR .TTT�T—T— SHAFT OPENING I 1-0 TS HEADER _ FLOOR SHEATHING, t BRICK VENEER, _ SICK VENEER -- -- I I PER FLAN PER ARC-o-4- - PER ARCH, OPENING WIDTH ANGLE LINTEL t,y"♦ THREADED STUDS , E'ER PLAN --- - WELDED TO TA • 2'-0" O/C I I / SIMPSON 'CSIO' STRAP x CONT. TS 12x&x3Afv (RCS), 4 b" FROM ENDS, TYP. I I by"'♦ TH1lEADED ST..lDS, - ABOVE 4 BELOW WALL OPENINGS, 19'-4" T9 12xbx !FLOOR) -- - -- -- PER PLAN. C30TTOM STRAP MAY BE •x4" PEN. LAG SCREW WELD TO T8 • 2'-®" O/C ' � . . . I I _ - DISCONT. At DOOR OPENING DBL. 2xb TOP PLATE CONT. PLUS L 4x4x5A6 x II _ � 2'-0" O/C IN TOP OF 2" b" FROM ENDS _- ACROSS ELEVATOR SHAFT / II MuarEv rstcN cRouP, P.c.,-ioo- VERT, BLOTTED HOLE (LAC _.___ �. _ 13ClRlE� NOT 11lEQ'D FOR 12'-0, L 9x+�x1/, I I I OPENING -� l_ RIGHTS RE�'RVEU ' 'u-t. 2x FLAT BLOCKING OPENINGS LESA THAN arn'-D" _ I THESIMRDIREN AWMDEVON oNa1P, P.r,. � ` IN WIDTH) 10 -®" L bx4xS/Ib I i IN WALL AT STRAP, TYP. - - '--- II TMEI °RAS '► T►� PROPER?Y of SIMPSON LTS12' TOP PLATE TO 11 NOT TO OF uSEO OR RFPRaiucEn My RIM JOIST EA. SIDE OF ELEVATOR PERMISSION of MItDREN 1)ESIQ1 oRouP p '9 3-12 < b'-0" � L 4x4x1/4 I - i - -- -- _ r MANNER, EXCEPT W11H THE PRIOR WRITTEO - I SHAFT OPENING * ANGLE LEDGERS TO EXTEND 4" 1 i — J __- kWE ARCH.--- SEE ARCH. MINIM1�"I PAST EACH EDGE OF -� j I -- . . \` [)ate: I6 June 2004 - ---- OF'L��ItJCs. I TJI FLOOR JOISTS, I 1/� I I 1/A / 3 PER PLAN I)rawn bV: Che • cke I d b S J S RNT I �4 3-1Z I I KERF IE I/ixllxl'-I" AT�'2_�j2eR AT T5 HEADER i i Joh Number: -'- 10331 ; �3RI CK L IN'► E L SECTION � �� _ ry - _ 10 ART I,4 sheet t r� � uF. l PARTIAL ...LE ATION 11 MARTIAL 51--IE�RUJ��,L ELEVATION 12 FLOOR SECTION eoe-w S3. 10 SCALE: 4" SCALE: I I -0 3.10 SCALE: I" I'-0" �i3.10 eo9-z, SCALE: I" - I'-0'" ' • I 0' 3.10 eoe-o9 :, „ 'I 9 S 1 MN I tB AkM1 1,...1■-.I#,,014t,t, 4111 i .. .,.....ryFf`rb:Yi�,W.FM`:M4PY°1a"H�It,13 NFi�IPNiyiC'MG , ,,..... - ......_.._. . .. ""'•^^^^y`•...._....r,:............, -. . ,,r.artern.c,-,.,. ..,:.:n.W'..r.-....A lyE11g1R:'wn� . ....,:+Y.'r+�MNK✓Maiw..+wAi, Y.Wei-Sit... - ..._...._..,... I Wlw ( m Illlllli11.1iII1111111111I1i 1111 Illi 1 II I I! Ilfl 1111 IIII IIII lillllll! IIIIIIiI 'ill! 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ROOF 3HEATRING, OSB SHEATHING, SIMPSON 'LSTAI5' RE (5031244-055 065 WALL SEE PLAN FOR NAILING SEE PLAN FOR NAILING 1i: /IbxBxm'-d", I� CaUIR�MENT. SHEATHING � PER PLAN REQUIREMENT. BREATHING • 4'-m" O/C, FIRST I - f TO 5E CONT AT ROOF (NO — TO ME CONT. AT ROOF (NO -- (2) ROOF JOIST FROM WALL SIDE W/ l2) =fa"� M.B. A HORIZ. JOINT) - y HORIZ. JOINT) 7 . MJL BEARING PLATE PROVIDE 2x FLAT O II O -- -Il. I ' - 51'&" GL IQ 34x61/2x01-8" T.M• RIPPEY 3` O - 'llti : ENGINEERS CONSUL � O y4 ' RIM JOIST LOCATIONS O O s4x8x0' 2x5 FLOCKING, TYP. 7815p SWBerFdud t31►teef,i31,f111.100 SHOWN FOR CLARITY._ Raw(50 443-39M -- i - -- i - NaTE: l ALL FRAMING NOTE TIip�rat Oregm 97223 GL BEAM, PER PLAN - / � I � I i '�\ - hJfl PER JOIST, c"sL BEAM, PER PLAN J / 1 i �\ F11I`('�)443-VW TJI ROOF JOSITS, (2) IE 3/Ibx6x0''-10" I I `- TJI N JOISTS, PER PER PLAN (1) EA. BIDE W,' (4) I I `- GL BEAT-', PER PLAN - - PLAN PROVIDE WEB BLOCKING 2x6 FRAMING, SEF SCHEDULE, 3/ "Q �^-B ! �xb f-RIMING, SED SCHEDULE, - AS REQUIRED PER JOIST MANUF. - 4 ALIGN STUDS W/ FLOOR $1.10 ALIGN STUDS W/ FLOOR I I JOISTS. TYP. JOISTS, TYP. -- 2xb LEDGER W/ (3) 106 IE s/4x61/.xm'-1m I I TT �1r k (4) I0d NAILS, (2) EA. SIDE NAILS AT EA. STUD 4 TO TDP PLATE, TYP. ! 1 I I 1 — A 10d dBNLOCK NG" O/C TS COLUMN, PER PLAN ! 1 ,/ (3; SIDES}-- 1 TS COLUMN, PER PLAN ROOF SECTION 2 ROOF SECT ION 3 %041EGT I ON SECTION 16,7 _ �10 SCALE: 1" 1'-0" �10 Boe-'b WALE: I" . r-m" �10 � SCALE: I" BOB-17►'-m" 4.10 f SCALE: I" I -m" o�colf �r Al TUR EXP: 6/30/06 ZIMMLER IE 4bx6x1'-0" W/ 1 � DBL TOP PLATE rl (2) % 0 MB. -1 AT ROOF Development, r4000F 3HEATHfNts, L.C. F PER PLAN � I BRICK VENEER _ 2x. BLOCKING - 2x BLOCKING I ��.� 1 491 S S.W. 72nd, Suite 200 8d • 6" O/C, TYP. 8d • E" O/C, TYP. Tigard,Oregon 97223 ROOF SHEATHING, ROOF SHEATHING, k g PER PLAN PER PLAN --- �_ Project: • ' '� 7155 Beveland - - - -- - L 5x5x5/IbxCONT. - - - ROOF SHEATHING, TJI ROOF JOISTS, I DBL. 2x ROOF /r i I PER PLAN PER PLAN JOIST, PER PLAN J I I I Buildings I I �`- 2x6 NAILER W/ �y"o ROCS JOISTS, PROVIDE SIMPSON 'LU826' I I PROVIDE SIMPSON PER PLAN HANGER , TYP. PROVIDE SIMPSON THREADED STUD • 2'D O/C i 'H3' AT EA ROOF JOIST L 'H3' AT EA. ROOF JOIST 4 6" FROM ENDS, WELD TO TS HEADER ROOF JOISTS, - - ��4, PER PLAN I ` TS HEADER PER FLAN GL SEAM, PER PLAN - 71 S v ! GL BEAM, PER PLAN I I TS HEADER, S Qe eland <� ROOF FR<+MI�lGi, PER PLAN '-� � � I PER PLAN Figard,Oregon ;' 5/ic" F'l l'WD SHIM TS 6OLUMN, PER PLAN -- KERF 1E, SEE 2x8 LEDGER W/ %"o THREADED ! DETAIL 10/83.10 WELD STUD • 1'-0" O/C, WELD J ` , FOR TS / COL. CONN. Sheet Titli TO TO HEADER --- u s +� - Structural ROOF SECTION ROOF SECTION �1 ,ROOF SECTION (4.1 3 Pr4fR L ELE�/ T!ON �10 "0"-21 SCALE: 1" . r-m" 4.12) -19 SCALE: I" . I'-m" ,;,';. 008- .1 SCALE. 1" • I'-m" ta BOH-26 Details I SCALE: I" 1'-!v" 1' 011 Kei%inions: GL BEAM, f•ER PLAN / -- GL BEAM, E'ER, FLAN -L PJ.A AT COt�d�E�J1.S.?N GL BEAM, PER PLAN 3/16"x8xREQ'D SIDE i I R W/ r 2 15/4"s M.D. AT 1�-- O EA. GL REAM O ll0- T9 BEAM, PER PLAN goo,. Au --- RIGHTS RE_-RUED ICEIlF R I/4x4x0'-II" YIIDREN DESIGN AU THESE- DRAWINGS AM. THE PROPERTY DF / IGFRF IE 14x9xm'-il" REpRootxED IN ANY faL BEAM, PER PLAN / MANNER �SEXCEPT aH THE CPR RjEANY 6- (�'� NOT To BE usEn OR TTEN F� IIff I 1. DPW —/ PERNISStOt4 OF IMILDRtiN DESI(A oRoUp, P.C. Date. ,--. I b June 2004 TO COLUMN, PER PLAN, Drawn by: t hocked b ; --,� SEE DETAIL 8/94.10 FOR y q TO COLUMN PER PLAN --- SIM. CONN. AT WALL STS RN'T MAN-AT OW& 1E TOP PLATE TS BEAll, PER PLAN Joh Number. IU331 i I , -- Fel'- 9 GL BEAM CONNECTION 1� f=LAN Sheet 1 F)F: •i °a"-� SCALE: I" , I',!�" 4.10 eoe-" SCALE: 1" • 1'-m" 54. 10 9 i !MR IOR NAMF h—lmnd bui,amp 4101 ' ::;. ,� .. .. � /'� ',: ,,... .. 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