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7117 7157 SW BEVELAND ROAD s 1 If- 0 Keynotes OFFICE COPY �� 1. ACCESSIBL'_ VAN PARKING AND SIGNAGE' - SEE D£TA1L 1/A6.1 ' 2. CAR/VANPOOL PARKING AND SIGNAGE - SEE DE FAIL 7/A5.1 3. CONCRETE SIDEWALK ; _ zkuwmmw�� 4 CONCRETE CURB - SEE CIVIL : : ` . . . . . ... . . ... N.8905'00" � .00' 1J 89 05 00"F. 116.01) N.89'0500E. 4200. ' 5. ASPHALT PAVING - SEE CIVIL. "• Ml1_DkFN DFSIGN GROUP, P.C. 6. URE \K( im-EL'IURE - SPACE PLANNINI; 7. BIKE ORACKTRFOPH4EBIKOS PACES 8 SP;Ab 'T TA 7650 S.W. Be\cland, Suite 120 , `� DETAIL 6/A ,.1 ; Tigard, Ureg()1i 9722.3 8G92 a5., 8. BOLLARD - SEE DETAIL 5/A5.1 1503) 244-0552 ip 2'-4" C8 - ^� Ln 4 54'-0" N a 63 17'-� w 45'-0" f� ] � c� ILI PRGJECT LOCATION •- I O 1 ri _ _ 0 pp f . ^ u1 I C") r Q1 =O - > l �� GARDEN � _ N U 'O I 0 a T I /VANP0Lot t I A OOL / U r' 1 r \D/• T L AY I �j� J ;n L att FERRY RD ��1� 'l - r- - - i EIR RD �r� 77 . ! i O 8 S - '� 4 � � oAlc sr � PDNONA sT 391 i �' 0 i-7 '• I I � wT!•- =T n STEPMENSEN RD �p "/�I LAKE f.I - , 7175 SW5101 �. ' iP1 11EL.A11A Q 7155 SIN BEVELAND ST T' I 5 �- �. I 7115 SW BEVFLAND 5T 7085 SW BEVELAND ST II Kp Vµ�T ST � t; `� TAX MAI'; TAX MAP: 2S101AE j ' TAX MAP. 2S101AB TAX MAP; 2S101A8 Parti ' TAX IDT. 2000 (� TAX LOT: TOR !) C ( R LOT: 2201 TAX LOT: 2200 al Site Plan at Trash Enclosure Mtn Tiger kfQW vs��b - oke [J PROP. 2-STORY I PROP. 2-STORY I 1 OFFICE BUILDING '{ _ `r' I I - - --- - > t. It ��` OFFICE BUILDING 1 sb "NTAIN RDE sT NcDONALD ST < KRUSE VAr A AVE ') Proposed %"O c '[ , Proposed I Rd = Wf� > BONIu RD d NTK �9 - Q Building1 ---- I --- BSATTlERs N V • C .. , Building 2 ; 0 2 4 8 16 cls, N L I M 1VI LE R (7 I e l - --_� • BEND RD RD � ^ �lQ f!j BELE �) C I • o, < `•' tS �O - 5C1�H SNflREyBLvp Development a•', O t " , O t I�� I I S�d'. GREEN TREE � bfkGf ' O 1 i v I :� 15'-6" ^ 15'-0" I 13•_6• Dur /- '1 RD L.L.C. «•-• __0" ' 7'-�• O q9v iTUALATIN ce/ R DS R / Iver gr I � ) •05'oo"w. 4 .00' Site 1 � Tuoiati , _ �� g q a ' h;y S.89'05'00"W_ 11 ; c t 4 W. 42.00' S.89 _ - - - a Tabulatic n -------- - - ' OR 14915 S.W. t L4 ,� S.$9'0 0 AD r �, ;211d �IIItC 20 > - - --- -- PHASE 1 r SAGERT RD �-�--_RD` ~ -- .<tN i &vrvv T. _ `',( 7 Tigard, Oregon 07223 w ORIS_�A1L r LOT AREA = 21,240 SQ. F ALLOWABLE LOT COVERAG:_: 85% X 21,2.40 = 18,054 SQ. F T. h,rct. v: . Vicinity Plan s„ lp MAXIMUM (F.A.R.) .40 X 21,210 = 8,694 SQ. FT. FLOOR AREA _� S.W. Beveland Street REQUIRED LANDSCAPING = 15% X 21,240 = 3,186 Sn. FT, no scale 1 e�'e y- - --- LANDSCAPING PROVIDED = 6,154 SQ. FT. \, _... _._. _._.. ...... __ ._. - -----------_- ---- -- -= -------- -- ----�-- --------------------- ---- �L11 �C� 1IlS '"` --------.-"• --------------------------- ----- -- -=- Parking Tabulation Sheet Index - ---- .._. ..._ _ -- - - - - - - - - - - - - - - - PHASE 1 A1.1 SITE PLAN PARKING OFFICE 2.7/100(1 7155 Bc�eland SQ. FT. OFFICE 8,496 / 1,000 = 8.496 X 2.7 = 23.94 STALLS I COVER SHEET Tigard, Oregon TOTAL PROVIDED 25 STALLS 2 EXISTING CONDITIONS AND DEMOLITION PLAN 15 STANDARD SPACES 3 SITE FLAN Site Plan _ Leger_d 10 COMPACTS SPACES 4 COMPOSITE UTILITY PLAN Shcet Title- 1 ACCESSIBLE SPACES 5. GRADING AN DRAINAGE PLAN F sb DRiVE-IN DOOR GROSS BUILDING AREAS: 6. PRIVA E STORM SEWER PROFILES Site Plan 7. EROSION CONTROL PLAN LOWER FLOOR GROSS AREA: 4,418 S0. Ft. 8. PARKING LOT DETAILS 0 5 10 20 40 TOTALPGROSS OBUI DINOGSAREA: 8,096 SQ. FT. 9. STORM WATER DETAILS 10. TREE PRESERVATION PLAN x legal Des r -"--. y _ ;{ ,3 BEVELAND ST: 101AE3, TAX LOT: 2100 Site Tabulation U LANDSCAPE PLAN IA2.1 BUILDING 1 FLOOR AND ROOF PLANS ?.: " SW BEVELAND ST: ?AX 10;AB, TAX LUT: 2201 PHASE 2 - 2A21 BUILDING 2 FLOOR AND ROOF PLANS A3.1 BUILDING 1 ELEVATIONS Site Data: _ �. Zone Ana lis _ LOT AREA = 15,120 SO. FT. A3.2 BUILDING 2 ELEVA TIONS -`� ALLOWABLE LOT COVERAGE, 35% X 15,120 = 12,852 SO, FT. A4.1 WALL SECTIONS AREA.: q :OVERAGE. COVERAGE At-LOWED: MAXIMUM F.A.R. 40 X 15,120 = 6,048 SQ. FT. FLOOR AREA A4.2 WALT_ SECTIONS Ill'\ F tZONE: � MUE, MIXED USE EMPLOYMENT REQUIRED LANDSCAPING = 15% X 15,120 = 2,268 SQ. FT, A5.1 DETAILS t �;I TE N.A, N.A. TAX LOT 2100 21,240 SF ALLOWABLE USE TYPE: GENERAL COMMERCIAL *:__- ,. LANDSCAPING PROVIDED = 6 028 S . FT TAX LOT 7.201 �• 15,120 SF PROFESSIONAL OFFICES Q A5.2 DETAILS 36 360 SF PROFESSIONAL SERVICES A5.3 DETAILS IMPERVIOUS AREA PROPOSED USE TYPE: PROFESSIONAL OFFICES A5.4 DETAILS • A5.5 DETAILS AND GENERAL MOTES 100: LOT Code An lis Parkin Tabulation gUILDING AREA (TOYALh �t ` 8.486 SF 407E �---- - -- --- - -_._-_ BUILDING ARCA (fQbTP'RAiI 4,418 SF OCCUPANCY GROUP: B PHASE 2 S1.10 GENERAL NOTES, STRUCTURAL DETAILS 52.10 BUILDING 1 FOUNDATION PIAN M PAVING AREA: 10.690 SF 503% BUILDING TYPE: VN 52.11 BUILDING 1 SECOND FLOOR FRAMING PLAN oT 2201= a BARKING OFFICE 2.7 1000 r / 52.12 BU,LDING I ROOF FRAMING PLAN BLi1LDING AREA ( 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 FOUNDATION PLAN NUMBER OF STORIES: 1 MULTIPLE STORIES TOTAL PROVIDED 20 STALI S BUILDING AREA 3,230 SF S2.14 BUILDING 2_ SECOND FLOOR FRAMING PLAN < s TOTAL IMPERVIlEA: 5,862 SF 38 8% BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDS 12 STANDARD SPACES 52,15 BUILDING 2 ROOF- FRAMING PLAN x PAVING AREA: 4.200 SF Oq S3.10 STRUCTURAL DETAILS 1 �• 85q WiTF� YARDS TWO SIDES: 12,000 S.F. 24,000 S.F. 20" MIN AT 1�4%!FT., MAX. 50% INCREASE 7 COMPACTS SPACES * : 1 ACCESSIBLE SPACES NILORFN RESIGN caouP. P.C., tow, ALL - ;'•' ' AREA: 7- COVERAGE: % COVERAGE REQUIRED: S4.10 STRUCTURAL DETAILS RIGHTS RESERVED O rl. GR - I SS BUILDING REAS: -- -- 0 I A w ' LANDSCAPING _ 071, BUILDING 1 ACTUAL AREA: 8,496 SF LOWER FLOOR GROSS AREA: 3.230 SO. FT. THESE DRAWINGS ARE '1HE PROP[RT1' of T '2100: 8.9% t. � Nor TO HE USEO oR REPROErUCSO IN ANr b,154 SF ACTUAL NUMBER Or STORIES: 10 2 UPPER FLOOR GROSS AREA: iOT 2201; 6,028 SF 39.9% YARD TWO SIDES MILDRE DEslr�+ GROUP, Pc, AHD ARE �,48 S . FT.. Deferred Submittals MANNER, EXCEPT WITH THE PRIOR WRITTEN TOTAL GROSS BUILDING AREA: 6,048 5q. FT PERMISSION or MILDRFN IMSIf'N GRaw, P c I�JA4-c.� St�,��-e ��a�I:k.."T 4/lo Oocr MoT 9;vn• S'ae 'F � A",- CITY OF TIGARD- ��-'-- Date: - ------ !� June 20(14 S PROVIDED: N SPACES PROVIDED; � E�i�'�'-�•n " BUILDING 2 ACTUAL ARES,. 6,048 SF p-, l A nl..",��• CITY OF TIGARD ' LOT 2100: I s,ht. S�tvv.'ce. L_)#-jMe x1%c+tw .- t,�w.�e� �t✓v.cs S1....tt L?e r xe t 1° .►-L� pprovE!d .Sa. c. - -- _. RiiINC, LOT 2100: ACTUAL NUMBER OF r ORIES: 2 0✓ W 'f'� RFS-1� UFAr,TURED WOOD JOIST$q r� r FA t3 J vrr .'t-,kav y rk..�, Conditionally Appmvpd pp ,v0d... .. ..,5 & Plwr.b, ..�.... , X' Drawn by: Checked In: STANDARD: YARD TWO SIDES Ir-K�C U••>I rc.1, 1 "Ll Qv►r ►d1 �..`� �r'�-�• FABRICATED STEEL STAIRS [ a 11 �r�. >C "`� S 4 y For only the work as described in: C onditionaliv Approval. .... .... I i COMPACT- 10 7 • CAR/VAN POOL, 1 r�+rtvw►osi O✓'�cua� Stas l 1 a! .�'�-c(v+ F'EFZMIr tVO. L c only the - ea r��Sc - -� 1 ,S �I+v r•- (�t we✓ P►�,r►� l..•,�.a�e.I� � .1 .E_��..p�ly,e.._IGt Y worn riberl In 'r IK �} See Letter to: Follow,..,...,,._., Qom __' ' PFAM'T NO.P(,M 1oo!�-y__- ------ HANDICAP: 1 1 T k..-�s A+3r� 1�w•r"t• See Lett ... ?"bi nn.a.. Attach.��.�., [ ): er tn. F-oll yn 1rlh Nun111er: 103,' 17 TOTAL SPACES 25 25 � L�c ti�,rc.-,� 1P(4,.•.,.b;..S C.��+,rr�-�-o,r �..��r�,.l Tb f e,,��- �' � �wr ��1 /�rf'.,�.{t Job Address: .. . .. . .......[ j: ....,[ J: ',�. Attach 71..1. Qv: 4?-'��.L Jtd�-A 440F1y� nOix.4..r 1 _�11 _Caa".� 1 �hcf t , 3a, of: t,,,�r}s,.► �w+�.c. _ Ac"�'✓_._ Date: A l;;!L Building Permit Submittal - June 2004 A 1 . 1OFFICE C OI�V : I Li ' a.:� II�RW�iY.a. .y<r.� N� 'xP•i?%,;.. ', -:`,::- .,_.- ., wr••.. --... ,. ,. --,".,•. - ^^'-++. •.. .. „n,:rx+eve.-... .,a sss.t.4.k.:c.r1.•.-::.+;4�IMrp4I1lW1Mvn..CYrNlM►4�AJAl�':�.-i,.wG+t'w.dliav�l'ortYe.r4*�*WIWI, I I I I 11111111 III illi IIII IL+I IID 1:1111111 Ilii IIII 1111 IIII IIII I ! �►s+Cn tTra�typfpr sctfnfl+� usYr�=.Cso: gG.3cr:k:, ,..; :.:_,,. ;',�,;., - =j' LEGIBILITY STRIP Cf1 I I I ( I nlllll ,n .I, roll ,�!il III!1!nl�l j! :il illi lllli ". IIIIIUI IIIlI11U UI{IIIl1ItllI1111 IIUIIIII IIIIIIIII Illflllli IIIII1111 IlIII�III Illl�lill IIIIIIIII I I l l I I I I J+ bb , 1 ro.rm.r c� 1 a 7 I'o I I ? 13 I'a a 117 I e I s �� 211 92 931 24 26 26 21 28 a , ryt rl r 30 _. r�i'�{„� of O NOH! 1 i r. r 1 r " • ',' .. .•.mow -,r,,..-.� .,. -.. ..._,s..:.�-._..-...-...-.4._...._,...-... _.-y_.....m,......y Irk ' t A,! ` :`i Keynotes 1 / : 1., OFFICE COPY 40-�S-Ill 4e. 1. ACCESSIBLE VAN PARKING AND S1GNASE- - SEE:OETAIC''1/A$.1' ' 2. CAR/VANPOOL PARKING AND SIGNAGE - SEE DETAIL 7/A5.1 - _. 3. CONCRETE SIDEWALK � N 89'05 00 E. 11 . 0 !- ! mo �5'00"E. 42.00' N 89'05'00' 00' 4. CONCRETE CURB - SEE CIVIL :• ; 5. ASPHALT PAVING - SEE CIVIL MILDREN DESIGN GROUP, P.C. 6. MASONRY TRASH ENCLOSURE ARCIMTECTUIIE • SPACE PUNNING 7I � y� I I 8 9 7. BIKE RACK FOR 4 BIKE SPACES (8 SP;CE`j'T0T4), -'AE; 7�S.W. Beveland,Suite I'.O �^".3 I I DETAIL 6/A5.1 Tlgaid,Oregon 97223-8692 rr�,+ A5.1 A5.1 8. BOLLARD - SEE DETAIL 5/A5.1 ••• •'• 1503)244-0552 t a. .a 1 -� , f , I ttl Ili b C2168 C C C C C c �_�• 56'-0' C / 1 I it I I I O 1 _ 54,_0• � .. Id' 16J ---,F iii e 0. 1 0- 10 2 A5.1 I 0 9'-0' ,I O e 'O 1 - - - - . dl ,p_ ui a5'-0' $ © J r °D ,�.1 PROJECT LOCATION r I 1 o n .' •-' _S^ .^^ _l:.11r- N • O _ I j0 I m Q b _ rNtOFa _y.� _- L __ _ 1 1 8 t pJim o v w I Gp_ vl oYAe /vANPoa 2 b N!' 7 I O J I Y Avg - J p O N O TAYNK fOMY 40 it 1�'I . a Onuau sr T t c --� 1 �I a Y 1 ► 7 m I 6 4 �,p+��¢ YI s. Wi10rA s1 '� F s1o,Xasd Pe a LME 7175 SW e2SIOIA0 ST Miss sw BEVFI.AND ST 5 7115 SW SEVELANO ST 7086 SW SEVELAND ST vaMn _ aau LAI MAP: 25101AM ° TAR MAP: 25101AB '1' ' I I • TAX MAP: 25101AB TAX MAP: 2S101AB Partial Site Plan at Trash Enclosure Nva Tlgar `� . Y t TAX IAT: 2000 O TAX LOT: 2100 I o it Hu1i P "• c t TAX LOT: 2201 TAX LOT: 2200 J PROP. B STORY _ I " in I l• PROP. 2-STORY $„ / Lake ❑• O OFFICE BUILDING _ (: - v F"�,r OFFICE BUILDING -- _ _ Y /Y,// 6 O 3 II C so ,IOtrrwl �a�+Ttl:ir �lu�e si < 'rMt v4r �p - " AK Proposed IIr-;I Proposed - "_S ____ 15 J Ytl_TA _ 4v ♦ ara �' OH ncr: Building•I { C Irl - Building 2 l 0 2 4 8 16 C');y "I'll . s� cam` ZIMMLER ° I` �``, „e o Development, 1� o e 1 10•-1• O �..' 7 '-6' C 25'--0't I 3�6' rueuTb Dur -�► 9 L.L.C. lli JAS d , O 7 0 wv'1 Tualot vergr J l N s 8s O 'o W. 42.00' S.89'05'00"W. 4 .Do' Site Tabulation V •05'00"w. 11 � � 14915 S.W. 72nd State Z00 W PHASE 1 Tigard Oregon 97223 I--DRIVEWAY---� ,p•_,• �W - - - - - LOT AREA = 21,240 SO. FT. [� -- - - - - ALLOWABLE LOT COVERAGE: 85% X 21,240 = 18,05•: 00. FT. Pro t: `/ S.W. Beveland Street - - - - _ - MAXIMUM (F.A.R.) .40 X 21,240 = 8,694 SQ. FT. FLOOR AREA Vicinity Plan 7155 Beveland _ ___ - _ �- _ _ _ _ REQUIRED LANDSCAPING - 15X X 21,240 = 3,186 SO. FT, no scale ----- - LANDSCAPING PROVIDED - 6,154 SO. FT. - - - - - - - - -- - - - - - - = Buildings ---------------------- J C S A Parking Tabulation Sheet Index I PHASE 1 AIA SITE PLAN PARKING OFFICE 2.7/1000 '1155 Beveland SO. FT. OFFICE 8,496 / 7,000 = 8.496 X 2.7 = 23.94 STALLS , COVER SHEET Tigard,Oregon TOTAL PROVIDED 25 STALLS 2 EXISTING CONDITIONS AND DEMOLITION PLAN 15 STANDARD SPACES 3 SITE PLAN ' Site Plan Legend 10 COMPACTS SPACES 4 COMPOSITE UTILITY PLAN Sheet Title 1 ACCESSIBLE SPACES 5. GRADING AN DRAINAGE PLAN eb � DRIVE-IN DOOR GROSS BUILDING AREAS: 6. PRIVATE STORM SEWER PROFILES Site Plan LOWER FLOOR GROSS AREA: 4,418 SO. FT. 7. EROSION CONTROL PLAN B. PARKING LOT DETAILS 1 ' 0 f0 20 40 TOTAL GROSS OBUILDRNGSAREAA. 8,496 SQ. FT. 9. STORM WATER DETAILS 10. TREE PRESERVATION PLAN L1 LANDSCAPE PLAN ue°aiTA Site Tabulation ` 7155 SW REVEREND ST:57: TAX MAP: 25f OtA8, TAX LOT: 2100 7115 SW BEVI:LAND ST: TAX MAP: 2S101AB, TAX LOT: 2201 PHASE 2 IA2.1 BUILDING 1 FLOOR AND ROOF PLANS2A2.1 BUILDING 2 FLOOR AND ROOF PLANS A3.1 BUILDING 1 ELEVATIONS site Data: Zone Analysis LOT AREA = 15,120 SO. FT. A3.2 BUILDING 2 ELEVATIONS - AREA: X COVERAGE: X COVERAGE ALLOWED: -- ALLOWABLE LOT CO/ERAGE: 85X X 15,120 = 12,852 SO. FT. A4.1 WALL SECTIONS j SITE N.A. N.A. ZONE: MUE, MIXED USE EMPLOYMENT MAXIMUM (F.A.R.) .40 X 15,120 - 6,048 SQ. FT. FLOOR AREA A4.2 WALL SECTIONS Revisions: i It TAX LOT 2100 21,240 SF ALLOWABLE USE TYPE: GENERAL COMMERCIAL REQUIRED LANDSCAPING = 15X X 15,120 = 2,268 SQ. FT, A5.1 DETAILS TAX LOT 2207 15,120 SF PROFESSIONAL OFFICES LANDSCAPING PROVIDED = 6,028 S0, FT. A5.2 DETAILS 36,360 SF PROFESSIONAL SERVICES A5.3 DETAILS IMPERVIOUS AREA PROPOSED USE TYPE: PROFESSIONAL OFFICES A5.4 DETAILS LOT 2100: Code Analysis Parking Tabulation A5.5 DETAILS AND GENERAL MOTES BUILDING AREA (TOTAL): 8,496 SF 40X S1.1O GENERAL NOTES, STRUCTURAL DETAILS BUILDING AREA (FOOTPRINT): 4,418 SF OCCUPANCY GROUP: B PHASE 2 PAVING AREA: 10,690 SF 50AX BUILDING TYPE: VIN S2.10 BUILDING 1 FOUNDATION PLAN rl52.11 BUILDING 7 SECOND FLOOR FRAMING PLAN LOT BUILDING PARKING OFFICE 2.7/1000 52.12 BUILDING 1 ROOF FRAMING PLAN z BUILDING AREA (TOTAL 6,048 SF 40X ALLOWABLE AREA: / S2.13 BUILDING 2 FOUNDATION PLAN y � )� S0. FT. OFFICE 6,048 1,000 = 6.038 % 2.7 = 16.32 STALLS BUILDING AREA (FOOTPRINT): 3,230 SF NUMBER OF STORIES: 1 MULTIPLE STORIES TOTAL PROVIDED 20 STALLS 52.14 BUILDING 2 SECOND FLOOR FRAMING PLAN PAVING AREA: 5,862 SF 38.8X BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDS 12 STANDARD SPACES 52.15 BUILDING 2 ROOF FRAMING PLAN - TOTAL IMPERVIOUS AREA: 24,200 SF OX 85% WITH YARDS TWO SIDES: 12,000 S.F. 24,000 S.F. 20" MIN. AT IN%/FT., MAX. SOX INCREASE 7 COMPACTS SPACES 53.10 STRUCTURAL DETAILS r4y I AREA: X COVERAGE: X COVERAGE REQUIRED: 1 ACCESSIBLE SPACES S4.10 STRUCTURAL DETAILS nla atsilo ' Pc• ". aL GROSS BUILDING AREAS: " xu nc PRo�n or LANDSCAPING OX BUILDING 1 ACTUAL AREA: 8,496 SF LOWER FLOOR GROSS AREA: 3.2.J0 S0. FT. al axles VIA=4ro A4E UPPER FLOOR CROSS AREA: 2.818 S0. FL Deferred Submittals IlttalS am rn er usm ad, 4FPaaourtn N Ain LOT 2100: 6.154 SF 2B.9X ACTUAL NUMBER OF STORIES: 2 5.151, rxaP1 AtlN ria PAlO=T11%,Mpn , e V TOTAL GROSS BUILDING AREA: 6,048 SQ. FT. PF411oeaN w aaeWll RAaI =T %, +' . L01 2201: 6,028 SF J9.9R YARD TWO SIDES / SPACES PROVIDED: / SPACES PROVIDED: O f;}inn W=;'ti st/viK P(ev{IW,'� y/lo 06 tr NOT9ive.spit eF 6Mfs..Mufti (. TY QF TIOARD Date: IS June 2009 BUILDING 2 NUMBER AREA: 6,048 SF ' 17 4ppfovBd•SA• .a'•P..1.9' ile5. , RREd( UFAC7URED WOOD J01575A CITY OF TIOARp PARKING LOT 2100: LOT 2100: ACTUAL NUMBER OF STORIES: 2 O✓ W�Avft✓l.?ca, 1dt.F4.,iN4.4t✓♦ ue.lvj'e.vl=a Sls..118t ✓<•itel �� I61rJ•i STANDARD: 1J tf YARD TWO SIDES T �a1. Qa11A1 5.,..1•..111» .4nb✓S t'dtcv.0+."r.1 ConditionallyPprOved. .......fi 4C lr l,� Drawnb 10 1 �ci,�},4K, U✓1 YC�N.. "� y A1�vetl........ • '•..FABRICA . O STEEL STAIRS "y ' (�{: Y: Checked by: S Ti'4'1 S y For only the work at deteritNW In: Conditionally Approved COMPACT: 5, � ra�� Pl riln•� l.e s.tlFerL iv COA'•r+a•,I OHJts.ra.3 .{1+1"11 ea S"e1.,t6rl PERMIT NO.�,�' 19e�= eo aT4 For only the work as tleseribad in. ( I` TJK See Letter to: Follow. PERMIT NO.P(Jv1 yet _ ( I See Letter to. F611ow... _1 ea 2�f i CAR/VAN POOL: 1 I Attach. -.j..................( 1. `= HANDICAP: 1 1 j✓ 5Al1.T /NN✓4wea //►gr`Ae k.t.-'t• Job Address: Auacn I Job Number 103317 ' TOTAL SPACES PROVIDED: 25 25 - BI 7t .. .,... .. Of: lleeA.eeel PIw.1.;ry C. ,},.,der R.� Ivb•I Ta Pw•tit4 Tl.ri�tl Pntr;e sheet By: Jeb AddrBss:_ L ( WAi Se.. tt lar�Dare: By_pal, a 1�t�_I r_Datt� y I Dr 31. Building Permit Submittal - June 2004 A 1 . lom(,,E copy CR •, .....•. � � ST 10 n�n.ml pI•I I�lih nl llll ill lin III It� IIII IIII�IIII III�IGI VIII III I�III VIIbI I IIIIIIIIII Iglll1laI{ I q IIIA II lu a ` :9 20 2i 22 . 3 24 20 _C 2- ,r29il i29u 31j0 11 l IElI1111 IIIIIIII qJ• III V° L 4P -71 , T • • la GENERAL NO TES cry- ZZ � 1 ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REOU,REMfN'$ OF THE CITY OF TIGARG ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT DESIGN STANDARDS, EFFECTIVE JULY 15, 1998. 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES z I FOR STREETS AND HIGHWAYS," U S DEPT OF TRANSPORTATION, FHWA, 1588 EDITION. w S w LN DEVELOPER 3 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CGNTRAC IOR IN ACCORDANCE WITH THE CITY'S STANDARD r Li v u I SPECIFICATION AND, ALSO, IN ACCORDANCE WITH THE CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROI_ o PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA IMMLER DEVELOPMENT, LLC 1 r � z U � 1165 SW FIR LOOP, SUITE 100 4 PUBLIC ROADWAY SHALL NOT BE CLOSED TC TRAFFIC, AT AN': TIME, WITHOUT HAVING FIR"T OBTAINED WRITTEN L. - 3 APPROVAL FROM THE CITY ENGINEER THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY E a re uj a TIGARD, OR 97223 NOTIFICATION OF TRAFF C FLOW DISRUPTIONS TO AREA WDE EMERGENCY SERVICES (TIGARD PO! 'E DEPT., n (503) 598-3440 TUALATIN FIRE AND RESCUE) AND TO TRI-MET AND •i!SARD AND BEAVERTON SCHOOL DISTRICT ` 5 ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY 'LACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN ) BEFORE INITIATION OF CONSTRUCTION WORK. Z ENGINEER ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE 2 AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED cr CSA CONSULTING ENGINEERS 7 TRAFFIC C00TROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION esi I 321 S W 4TH, 4TH FLOOR WORK AND ;HALL BE EFFECTIVELY MAINTAINED. PORTLAND, OR 97204 (503) 228- 3848 8 NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 PM TO 7 00 AM, MONDAY W THROUGH FRIDAY NOR BETWEEN 9:00 PM TO 8:00 AM SATURDAY, NOR BETWEEN 9:00 PM TO 9:00 AM SUNDAY O �� 9 MINIMUM TRAVEL LANE WIDTH SHALL 9E TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. c? 7 �-_ -•� 10 THE CITY RESERVES 'THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS 16"Y BE NECESSARY r 1 f i TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY 11 A COPY OF THE. PERMIT AND ALL AT"ACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND AL1_ Q a' 3 ._... AMENDMENTS SMALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, 1 1 v w ti 1 ,�•, ,�, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS � .!I � � Q z SW CLINTON ST 1 ''•` I ANO TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIOvS CHANGES TO ANY z - r\ O w V 1 I,,.,,,. ( OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. � \ SH, DgRT - - `` t� aw7n7 I 12 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THF: PERMIT HOLDER THE � Oz p F- uOUT ST. I r "' r��7o7 �/►,' I WORK AREA AND APPROACH ROADS SHAMAINTAINEDU z LL BE IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND ' ( I Ht.ZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA _, W c' ? � ' Q �� a 13. 'IE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY j0 IT J GO 0 CL C7 � 5 n I I PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF too � I I I THE PERMIT. THE CITY MAY AT ANY TIME. ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK, TO ACCOMPLISH 3 I I CLEAN UP. N I N I fi r 1�4. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVIL MUST I ! ES US BE INSTALLED AND MAINTAINED MEETING THE D.E.Q REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION ,AND STOPPAGE OF WORK TO �W L I I ACCOMPLISH EFFECTIVE EROSION CONTROL. • I SW ON2AGA I I 1 •:•.�: -'�'`'. 15 PROPERTY DISTURBED 8Y CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS FALX; SHRUBS, 217 SW HA FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC SHALL BE REESTABLISHED, - ' I REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL.. 16. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ,..,. I SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVE2SELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. a� Q 779 SW KVIELUO ST 1 : . ! 7019 SW YCICLAYO ST TAX YAP: 2001Ae f 7155 Sw KWLANo 3i I '.y TAX YAP: 2s1o1AS 17. EXCAVATORS MUST COMPLY WITH O.R.S 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY Q \ FAX L07. ?000 UX YAP: 2S1O1A6 y' • I ,.•v' 7119 SN SEWLANO ST I TAX LOT 2200 EXCAVATOR( ) '•:.. z I TAX Lor: 2100 • 7AX YAP 2s,c1As I COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK DAMAGE TO UTILITIES SHALL y� FF 2-STOAY TAX LOT 2201 I BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. aF1cc euanwc a•a BUILDING + � �. \ I o 1 18 CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY) SHOULD CONFLICTS ARISE AND REDESIGN OR uu ' RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES MIDST I BE APPROVED BY THE CITY IN ADVANCE OF 1A)RK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK , ■ . WITH AFFECTED UTILITY AGENCIES. '■Y VICINITY MAP v .a!, I 19. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY •'r N. T S. ; x'� _ FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND •_�__ - �_� --- -- OWNER O E SATISFACTION LEGEND -r Y om ; ' O+PO _ _ 20. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECIED. REPLACEMENT SHALL O c BE AT THE PERMIT HOLDERS' EXPENSE. 71 THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY Q 1 ROW - - TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AI!THORITY 10 RESOL\,E PROBLEMS, TAKE CORRECTIVE ACTION -- PROPERTY LINES "� - -'- - '- - - - — _ _ SW BEVELAND ST. _ _ _ _ _ _ _ _ - - - MND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY THE PERMIT HOLDER SHALL NOTIry THE CITY Q - - ` - ` - - - - - =� - - - - INSPECTOR, IN WRITING, OF ANY ALL ASSIGNMENT CHANGES CENTERLINE -- - ...••.-- „-,1."' - -:: : . . . .. _ .,.__ T ( 1 Lu 5' CONTOURS i _._ - �� U u- _,Y_-, ' 22. THE PERMIT HOLLER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING THE NAME ---"' ... ..•�• AND 24 HOUR EMERGENCY TELEPHONE NUMBCP OF A DESIGNATED "COMPETENT PERSON' RESPONSiBLF FOR I 1' CONTOURS CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRLI: TION, SUB-DIVISION P - EXCAVATIONS W -- = PROPOSED CURB THE CONTRACTOR SHALL NOTIFY' THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. (a EXISTING CURB SITE PLAN 23. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER 'TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS _ PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO PROPOSED STORK SEWER SCALE: 1"= 30' THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO HE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR 1 PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. • -• '-- - EXISTING STORM SEWER --- - s•1A, EXISTING SANITARY SEWER 24 ALL ELEVATIONS ARE BASED ON BENCHMARK NO. 378, WASHINGTON COUNTY, ELEV: 225.27 THE BENCHMARK IS A - - - - - •'�I EXISTING WATER LINE BRASS DISC z - o EXISTING GAS LINE 25. WORK PROVIDED FOR UNDER THE PUBLIC IMPROVEMENT PERMIT SHALL COMPLY WITH APPLICABLE SPECIFICATIONS ►- CONTAINED THEREIN. w > EXIST OVERHEAD ELE(:TRIC UNE 1 h ----LIE PROP UNDERGROUND ELCCIRIC LINE a J a EXISTING CHAINLINK FENCE �+ EXISTING INLET ABBREVIATIONS { PROPOSED INLET AC ASPHALT CONCRETE L� PROPOSED STORM MANHOLE CB CATCH BASIN CONTENTS Y E EXISTING- MANHOLE CL CENTERLINE CON/ ENTS EY,ISTING WATER VALVE CWS CLEAN WATER SERVICES F EXISTING FIRE HYDRANT EP EDGE OF PAVEMENT PAGE DESCRIPTION •-4 ELEV ELEVATION 1/10 COVER SHEET y„r o EXISTING WATER METER EXIST EXISTING EXISTING POWER POLE FL FLOW LINE 2/10 EXISTING CONDITIONS & DEMOLITION PLAN GUT GU TIER LINE < z co EXISTING LIGHT POLE 3/10 SITE PLAN w ` � � LT LEFT EXISTING MAILBOX 4/10 COMPOSITE UTILITY FLAN O w L L LENGTH OF CURVE y ° to 1 EXISTING TREE LC LONG CHORD +i cr cv � Lp tv PROPOSED STREET TREE PC POINT OF CURVE 5/10 GRADING AND DRAINAGE PLAN 1 N o i PT POINT OF TANGENT PP POWER POLE 6/10 PRIVATE STORM SEWER PROFILES N z G M � � •, PROPOSED ASPHALT CONCRETE .--� � R RADIUS cr 7/10 EROSION CONTROL PLAN O C XISTING CONCRETE RT RIGHT a R/W RIGHT OF WAY 8/10 PARKING LOT DETAILS IS I. FS '• 1'N• ':;��•qe PFiOP05cD COHERE TE STD �T�NDARO STA STATIC;;I 9/10 STORM WATER DETAILS " ay`.•. l._�� EXISTING GRAVEL TOC TOP OF CURB 10 10 TREE PRESERVATION PLAN O ss «, / " p 0 3 a: ` •...gra.www. 'r^r`:.'•..++AwIMr�•..�....-`�RIRR!! +•^' .•..wr:.....�.._•..—..-...•..._..+—+:.e-+ .. ,_�.._.—.-4.-._._. _ ..,.—.. __,_..�..._—.—__.._._,__ —...______-- __.._._—.._...__._-.._.—.__-.._.. ,.,:•,... ,.........._ :.....1wtir'J1►MIMW{YAXMwe'aht ., .•-•� - : x.11 C �Il;l�lill II1lillll If!! II11 FILL ILII 1111 ILII 1111 ILII 1111 ILII ILII lilt III! !IIr I III! III ILII Ih II ! I w'" �Y'�rY.� fw�[lIiekLi,44 12018ILITY STRIP ( ( 1� 1,11 III ILII III I IIIII 1 Illi ILII 1H 1 II Illi I{II ILII illllll ILII ILII ILII ILII 1111 ILII ILII Illi 1111 ILII L ui I.li l.II ill! II!; IIiI u:' ulf i,. 1� I�! 1�2 113 14 i I�d I� I I�9 I�Ca I 2�I ir�2 2�3 2�4 2�$ I' 2�9 I 2�7 L �4 ' 28 29 30 I O INA1.1 M1 `AI 1't1 I K11 N JN 1 0 1 0 R I , LULL 0 t i i r - t , mmmmoffkvw i. MUFF- 1 iFT 1 r .Y_ i I I LEGSAi6 ' w a N R.O.W -- PROPERT;Y LINED; - - - CENTERLiNE•. 5• CONTOURS z T' CONTOURS g F:JSTING CURBJ - - - - -- - EXISTING STORM SEWER J I u11 AJ u — - - — EXISTING SANITARY SEWER w --Wm- EXISTING WATER UNE ------o- EXISTING GAS LINE o o v - -a- EXIST. OVERHEAD ELECTRIC LINE r 1 EXISTING CHAINLINK FENCE X INIDE KEYSTONE WALL rX 4' 410M WOOD FENCE ON TOP OF / ❑ EXISTING INLET EX V VA E K YST W m ® EXISTING WATER VALVE Ali/J� J� FlLil7liIr-mM d�.M9.0510 �_��__ ✓ �, 1 I N.B9'OS'00"E. 42. �'N.BB'0500 E. 42.00 EXISTING FIRE HYDRANTIMLJL J I ■ EXISTING WATER METER EXISTING POWER POLE fX'd1d EXISTING LIGHT POLE I _ - EXISTING MAILBOX EXISTING TREE, TO REMAIN u 3 !{!{!{ REMOVE E%. FENCE nzi� OGAA _ I �.� I WITHIN PROPERTY EXISTING TREE TO BE REMOVED -- ENCBOURF .A. �Jy(�-rx�w/y{/J ISS' I LIMITS -REMOVE EX, HrDGE u EXISTING ASPHALT CONCRETE S N N EXISTING CONCRETE z D e w - I r^•V, ? I REMOVE EX. z - ^ p I J( I I E I BUILDING N --EXISTING GRAVEL o U : 1 l w W REMOVE EX. w Z ( REMOVE GRAVELLED AREA a a I d�' I o vT o a o I 1 m TREE TO PE \ REMOVE EX. CONCRETE REMOVED (TYP) , I PAD AND SIDEWALK � I N (A�� V -fl' EX. CONCRETE I o J CONDUIT I. EX. HOUSE TO TO BE REMOVED e a (ABOVE GROUND) I BE REMOVED I N REMOVE I z 7116 L STORY EX. FENCE STORY Q w REMOVE .a M[RII C'9 F► j :�.i• i n iL, EX. ELECTRIC 1 1 �1 REMOVE EX. BUILDING Q !O 'M j K EX. OVERHEA I 7156 LW. KVnAW I ELECTRICAL ,JI 6AL CON 5101111OD COMY REMOVE I I TO BE REMOVED WOBIRUDRIVE CONCRETE caWQ I - EX. GAS SERVICE AND SIDEWALKWALK I J 1 TO BE RELOCATED 1 Lti E%. UNDERGROUND i �- I ELECTRICAL STUB _ V TO REMAIN I I W EX. SANITARY co EX. CONCRETE DRIVE AND I SERVICE L Z EX. SANITARY I I WALK TO BE REMOVED I I TO REMAIN © O SERVICE I ASPHALT REMAINI (TO BF RnIOWD) _5.ecv�gg w 18,00' _ 8n 6 ' — — -- ' —_ Z -----1 ---- -1 L--- QRI - -- ------ -------- �JLI VEW __--- - _ ___ 1 _ --_' - - --- - - -- - • -- - 1 -- - - - - - - - - - - DRIVEWAY EX. DR ' - - - - - - -- Z _ - - — _ sw BEYRZANc ST - - - -%-BE � - — ___w__r�K_s_a,_ _____m_____�y,.__ ___w______w______w___ Ew______w______w______w____iuw�w+----w+�—w_—_ _w -.• _w______w____ w___ _w______ ______ ___ _ - - - - - - -- - - - - - - - - 1- - - - - - - - - Li EX. OVERHEAD W1 - TO- W-----••------ - --•------•-----••------•-----••-----'•------•- 8E REMOVED EX. UNDERGROUND 41 ELECTRICAL STUB O TO REMAIN w a N a Z co W a0— w m W u N W o E aQ3 � `ro Ni r-1 o n 70 D 10 10 O SCALES V I" = 20' HORIZONTAL fy h 3 L F 31- r _�'-'��ru .- NI�.epW MlM9�.s+.'wni.'IRMIIPaR+C. • " � Y cm, I �mgnit�mgln �iij'Iinlpn�ll�j ll�nnlu;�ulllln�Inipm�uupr.l. . ,ee tl 0 I I ;z 1 s i s Itlc I u.lw 'B 17 Ig ;9 20 ?� 22 23 24 2. 20 e • 20 29 30 g hi� KrKI . to) • 25X u s • 'r r V� YI I I41 «I .•• ... .. ,-- STRIPING CENTERED IN DEPRESSIONS 6.0' C. - - TOP OF CURB yr U O U U O 0L7 Z Z Y- O � U CRADE LINE 20' I I --------------------------------- ------- - - BOTTOM OF CURB dc y Lj STANDARD CURB W/ DEPRESSIONS FOR DRAINAGE AND TO CREATE �f�j �� LA WHEELS10PS �y W MODIFIED CURB W/ WHEELSTOP DETAIL z r SCALE: NTS s cr 3 C' C7 ,1 c) I Z -- ^ p WLLJ O IY \ l � x- 0 u z �J W II J 3�� O o Z Q CY 7 Lo CL O + CONTRACTOR . 6 TO PROTECT EX. DRAINAGE WAY DURING SITE NOTES CONSTRUCTION �'-- -� (PAGE SPECIFIC) WITH PROPER - EROSION CONTROL DEVICES. ' •� '" . 1O CONSTRUCT 6" BARRIER TYPE CURB I �I. k.r' _ ...-_ .._ ----%._�� AROUND PERIM R ��. N99'�SS�"� �1�� _ •T ETE OF PARKING LOT. w �N 89'05'00"E. 42.00' N.8 '05 00�E. 42 00' T 8. I � SEE TIGARp DWG N0 t25, SHEET 7 I I CONSTRUCT ADA ACCESSIBLE RAMP NO r �r�. SEE DETAIL, SHEET 8 C'3 1 7 C� INSTALL CONCRETE SIDEWALK PER PLAN 0 PFR DETAIL, SHEET 8 J _ - �� ^1 -PROP, 96 LF OF 6' (4� CC�NSTRI CT CROSSWALK 1 1 r HIGH MASONRY FENCE SEE ARCHITECTURAL PLANS TYP. v! 1' r ; ,. . cn GARBAGE ENCLOSURES TO BE CONSTRUCTED L PER ARCHITECTURAL PLANS AND DETAILS. 1 9.0' I I MINIMUM INSIDE CLEARANCE AREA, INCLUDING CONSTRUCT — I I I �� POSTS, IS TO BE 5' DEEP X 8' WIDE LL CURB CUTS IN FRONT u, Lp 1 1 1 TYP• 11.. OF TRASH ` �+.� ENCLOSURE 1 7,17' INSTALL (2� BIKE RACKS O ! ! 1�--- SEE ARCHITECTURAI PLANS -Ti ' PROP. TRASH --+ ~` I C) CONTRACTOR TO PROTECT EXISTING DRAINAGE ENCLOSURE I 14 5' 5 ;� % _8 ! o =/ WAY DURING CONSTRUCTION OI-F—•-----� V, �81 96 LF OF 6' HIGH M-45ONRY FENCE TO BE oo CON. .RUCTED AI.ONG EA.,T PROPERTY LINE �.t. .'r.:'J'.. ► ' 'ol , 9.0 I ^ (g� CONSTRUCT MODIFIED CURB W/ BUILT-IN I i P �� I �U WHEEL STOPS 3I =. •'tifiii J 6 0Ln 10 CONSTRUCT ADA ACCESSIBLE RAMP NO 2 SEE DETAIL, SHEET 8 z Pvc - • '••_�+ � '' � � � ' �'' ..' ' t •• � t � �- � I 11 CONSTRUCT ADA ACCESSIBLE RAMP NO 3. ( ) `,� o CONDUIT . �. - O (ABOVE GROUND) 1 to SEE DETAIL, SHEET 8 zl - I 10 9 I VEHICLE OVERHANG (TYP ) Ili 13 ( 12 INSTALL 25' WIDE COMMERCIAL DRIVEWAY a L' i 7175 SW BEVELAND ST ( � �•�'.i 1 APPROACH PER TIGARD STD. DWG. _ TAX MAP: 2S101AI;VI 1 '' " I 7085 SW BEVELAND Sf NO. 143, SHEET 8 1 7155 SW BEVELAND ST 1 yr• TAX MAP 2S101AB CL STA 11+01.26, 18.00 LT TAX LOT 2000 TAX MAP: 25101 AB •lj,� I �� 7115 SW BEVELAND ST TAX L.OT 2200 lL c7 F � J0•� TAX LOT: 2100 `'. '• 40 17' 1383 •aD• TAX MAP: 28101 AB I � PROP. 2—STORY 2 �'.''' —� TAX LOT: 2201 -�^I 13 INSTALL ADA PARKING SIGN 1 OFFICE BUILDING �p PROP 2-;TORY 1 PER ARCHITECTURAL "LANS 1 o OFFICE BUILDING I I 14 CONNECT TO EX. 6" SANITARY SERVICE. 16 \ o0 1 1 i ,• 24.67' i3 15 CONNECT TO EX. UNDERGROUND ELECTRICAL r f, 18.5 I ( 06 INSTALL LANDSCAPE CURB 1 � r TVP. I I-� •• 1 15 3 I 3 �.' 14 25' o / s•99.0 'g1 W. 42.00' 5.89.05'00"W. 42.00' ---` V. �..1 Q ` Z 00 plMH[NAI�---- \ t 0 r j _-- �--__-__ I CD CD -- - 4� 41k _—___--.— -- ''Mi----_ — '.j� ,.r--_—�--.._rte__ -- _- Cj ------------------'-------- - TION UNDER z 0 �Y -- ---- --- - - -- - ------ _ —___ 12 EDX'STINGYPUBLIC AIMPROVEMENT _— - -- - - -- _ � � SW BEVELAND ST - - E Mid -.M,C�-nom - - - — -... h - - - - - - __ - - -- - - - - -- - - - - - - - - -- - - - - - - -- - - - - .... ........._.-.-....--...--...-- .................................... - .-_.......-.-...--.-.-.......---.--••••-- -- ..-.......... -... •...-. . ... -...... _............................r 2C U _ --- - ?U 40 f ----------a------at------a----•--m--*------fit------ a ---- -� -----�--- --a------a �.� lu www wwww�.rwww•aw�w�ww--- www Y , L,�.ww�w www www www _ SCALES: 20' HOR17.ONTAL YaY h ti. rP, , i r , .l i, ., •I•�+,. • ;..',.,.. r•• . "1T`2'�..-.�T39:C';•Of Y.r++:a:. _ aram•:a.�.w„ �nwrscr.a..mm v..» ., ♦`..r ,. .. ' !:i I i '. I I I i '.,I I ,:: i MICYNAtV.Gi•wr:. r.JN'1•y 7.n:.'('"K•/a.- fMc.1K,`", '9•'4'/'L�f•2�� 7 ...a , ., .. ,. . . . .. ,. CM II I It .III IilYlllll III, Ilfl .II ul III'," II _ LEON31LITY STRIP C , I i I 'I lul IiII` �Ylj"nl Itlllll,l nllillll I.Ilin l II II,III �, II I'lll:u IIIIIIIII Ilnlnu 'nlinu Iln"�ilnl IlYll ;,I O TO.I crt I 3 4 8 I A 20 21 2 3 7 d 9 I O I 12 1:3 4 II ill t l I I 22 23 24 25 26 27 28 219 30 a- 01 MON I 6 Will 111111 I'll 1,111111 Will,1 ' D , u I • I '1 I , I , U : ,a viol .. r. .. , • Mo N 11 1 1 - y , tM' t9 i I II, W N i I O to VI R- J A, J J j U , U U � j GENERAL NOTES: zU7 x I� I 1. ALL UTILITY TRENCHING IS TO BE ~`o o a BACKFILLED PER TIGARD STD. DWG. W - N0. 180. SHEET 9. n jQ t W I h N INSTALL GUTTER & CURB INLET p ¢ a INSTALL 42" DEEP LYNCH CATCH I I CATCH BASIN PER CWS DWC. p z•� p BASIN PER DETAIL, SHEET 9. t N0. 225, SHEET 9 STA 1+37.90 I STA 2234.}7 88.47 LF OF 12" DI RIM ELEV - 234.59 ,, o z RIM ELEV - 234.00 (CLAS. 50 IE OUT (t2" SE) = 232.50 I S = 0.0019 o IE O ((12' NW)) - 232.33 I z BASE ELEV - 230.50 p (SEE PROFILE i IE OUT (12" EJ - 232'13 J �; w w INSTALL 3" PVC STORM PIPE I MEET 6) Imo.^� �� I I Q cr a Z FOR ROOF DRAINAGE 11 28 LF OF 12" DI-}+-� I I (CLAS$ 50 L INSTALL 3" PVC STORM PIPE (ASTM 0 01 F /FR IN. I S• i 5 - 0.01 FT/FT MIN. = 0.001 } j" FOR ROOF DRAINAGE 101.2 LF OF 24" D4FLOW ASTM D 3034 SDR 35) (CLASS 50) S - 001 FT/FT MIN. 50.0019(SEE PROFILEINSTALL 6" STORM CLEANOUT _ _ SHEET 6)INSTALL 6' STORM CLEANOUT _ �INSTALALLOW MH INSTALL 6" PVC STORM PIPE R CWS DWC. N0. 040, SHEET 9. I FOR ROOF DRAINAGE STA 1+26.62 1 (ASTM D 3034 SDR 35) RIM ELEV 2}4.90 INSTALL 60" DIA. 5 - 0.01 FT/FT MIN. INSTALL 6" PVC STORM PIPE IE IN (12 W) - 232.11 CONTROL MANHOLEFOR ROOF DRAINAGE p IE OUT24" S . 231.91 •• SXEET 9 Z J (ASTM D 30J4 SOR 35) 1 STA 0+25.44 S - 0.01 FT/FT MIN. ELEV = 23 .0 72 I a I INSTALL S" PVC STORM PIPE, ,.;. IE IN (12" SW) = 231.52 1 >. FOR ROOF DRAINAGE ORIFICE SIZE - 3.75 coI (ASTM D 3034 SDR 35) 0 0 ;""•• BASE ELEV = 231.02 S - 0.01 FT/FT MIN. A 1 1 -10.59 LF OF 12" PVC 1 W p INSTALL PRECAST 48' MH- 'ASIM D 3034 SDR 35) TORMFILTER PER DETAIL, SHEET 9 �, = 0.0019 BITE NO � ,.., I UL EX. -o' PVC SANITARY LATERAL STA 0+17.54 1 RIM ELEV - 235.83 EX. WATER- - p (PACE SPECIFIC) 1 IE IN (12""NE - 231.50 SERVICE TO Q LW► IE OUT (12 S) - 229.29 R MAI I OI VERIFY EX. 12" STUB ELEVATION PRIOR TO w I COMMENCING WORK OR ORDERING MATERIALS. Q v, 7 13, :'. .p 1311 CL --- --- --- �- ----- -- -_t- -1' --'-� D - W{ ^ - - - - - - - - - LQ b 1 O - - - - - - - - - - - - - - - - - -- - - - - - - - = - - s` EX. 6" PVC SANITARY LATERAL 1i1 E_ STD. STORM MANHOLE w EX. WATER EX. 12" STORM LATERAL STA 0+00 EX. UNDERGROUND ELECTRIC AND 0 SERVICE TO TELEPHONE SERVICE LINES a Ex UNDERGROUND ELECTRIC AND RIM ELEV - 235.23 TELEPHONE SERVICE LINES REMAIN IE IN 12' N)) - 229.20 IE IN 12- f) 229.20 IE OU (12 W) - 229.00 CID V r4 a I-I o N N n a � w m W O E � 40 31: �� .. � •-1 N s to n r` S o rif+t¢ d SCALES: U ` ` •,lr: 1' - 20' HORIZONTAL N� n 1 a I LEOINIMBTM Cm. �'iuli i�'.nini1 ul l l� , mills ;w�n'�ini,. .. ii IOH�•Iw I. 8 10 II ? i3 I4 ile 17 IP '.9 20 21 22 23 24 2F 28 <- J9 29 30 25X , I 1 1 OI t HOW 6 1 - I I I � •I T 101010 N y i .. ... .. f 1 I 4. r 10 0 LEGEND ... ... . . .. .. E.x. TREE TO REMAIN (PROVIDE "• •• PROTECTIVE FENCING ® DRIPUNE) L Q to i PROPOSED 5' CONTOUR > J L J J U 7 U U --NNN---- REGRADED 1' CONTOUR - l o 0 ZW > EX. (REGRADED) CONTOUR cr w a i 0- CD C3 U r STORMWATER FLOW DIRECTION n 0 n 118 -- w- - -w N.89'05 00"E, 42.00' N.89`05'00"E. 42.00' a s W N I yam, '• ;� � - - _ I ',,!'�1 IF25-4-5-0-1 ;.x,J •_.- ""+ r W '234 00 / 235.00 235 54 I `: °� - � i j 1 I v %n rr n, 234 50 235 04 1 .01 w I � w• � j 1 r �(OKO 23 ` ! •w I '- 23649 d x 1 p 235 99 ---- 1 - rn a F I N - (1 c) [214 35.02 ' \` �� ` ! 1 I d < Z f .52 I \ 1 ! 2'�}�- VARIES VARIES 1\ a w I I ! 235.60 235.50 235.09 238 25 / 1 O � O 237.7 ! L! r O U z ! 23510 \ 235.10 K! 234.59 I _ I w w z W 235.A2 236.94 238.14 I 0.0 � ' .r,,g•_ - - - - - - - - 237.64 A. VAF'-S VARIES Q r O Z 235.28 1 \ - i36 t 236 fl8 238_ I • / n 0 � 234.7a I ; 123560 ppl 23692 p 23648 237 75� ' 23s.t c I J 23642/ I -- CONCRETE CURB I ' I o � 6" CONCR T °0 6" CONCRETE CURB 5 235.10 ?38.51 _ / 1 PER STD. DWG. 725, PER Tl8. DING 12 i 236.97 SHEET 8 SEE 8 3" ASPHALT CONCRETE �' 1 �y_.w.�. J•. .'`` 23a.C1'1 i 236 60 I I W I (W/ SIDEWALK) ( /0 SIDEWALK) CLASS "C" kr- AGGREGATE BASE, COMPACTED CD �2) 1 WL,DIJI' I r ` v TO 95% R M.D r YP. i 235.60 23x.04 257 19 ! rli z1 i 23510 236.69 , 237 19 237 -' I ! AGGREGATE BASE, COMPACTTO • : I i :: 236 69 ! I TO 95% R M.D. TYP ♦♦RR 7175 SW BEVELAND ST I 1 ,�, I I •t' I 1 70 W V J TAX MAP: 2S101AB 1 �' I 1 85 S BEVELAND ST --��,, TAX LOT: 2000 ! ! 7155 SW BEVELAND ST N !,f;..: I ,.ti; : TAX MAP: 2S101 AB Z 0. TAX MAP: 2S101A8 '- i I ,s 7115 SW BEVELAND ST ` I TAX LOT 2200 Q r . S TAX LOT: 2100 'r' i ! TAX MAP: 2S101A8 �_il PROP 2-STORY ' A. TAX LOT 2201 1 J [VR I OFFICE BUILDING ' ' ' PROP 2-STORY 1 TYPICAL CROSS SECTION - PARKING LOT Z) 1 I 0� � '..• ,:� OFFICE BUILDING I --- -_-- _ Q (NOT TO SCALE; c ` Z 235.02 I I W Q 1 - I 237 19 I � cc 23 60 238.66 `, Q 1 •• 1 235.1 1 1 1 ;• .•r 236.25 '• 235.75 238 r 1 `?J4 235 67 ..�r.t•' 235.60 �' 237.1 :_ . '� 239 ?ss �� 5,00„ '. t� 236.65 S.8 105'&W. 42 00' S.89 05_00 W. 42.00' --- wr .A 1 •_w goes.-w w i i w - w_w-w- w w www-w w - •_ • 2350 235 2b 237.18 237,47 J • I I .....� 1 - L Q i cn - -- - - - ----.._1- _ 8W SMILAND ST L U 1.v LY IZ • d N �,o r.. � � Q z w p rr I W t OO I J O W 01 I! � r� � � ry >` lJ 3 L U N I , •� N O C N1 � �7v \ O i a 20 0 _20 40 I •; SCALES 20• HORIZONTAL f Rp4' L ? T,, Aik" v'w.'a.aia;;rfY..:�JwAq�paiVmOyrep � f�, ...•. wwllM••ItfiFrp..��..,w.a,...,.,..., _ .......,.... sM.*r...•wq. .._....•r«r.+.•.Nw.•..... - . .. :...: - - . , C(11 illr!lill;il'!!III±If I!II IIUl11t!11111 IIII !II1�!1!I !111';1;1 4111 {illl! ±111111 'n11 1 II11 IIII I!II 111;!11: Il+ ii; " ,. k, L�` r... ._ __. ..._. _ -._ ....a cl..*.^-r ,.;..j :,y....tiir4wM'9 ";::w•c:: ...•+s wtsMl «.. �' - � LEOI91LfTYSTRIP � � � � ;1 � � � � �� ( � � I� I � ,'I �� iil��lUi Illi IIII I{I I I I Il IIII IIII II11 IIII IIII'llll 11►I 11!1 I' SII ul � u ! �,� I li : l � ll ; � I � ' f , IpmT Cn 2 0 1 1 I;_. 13 14 Id 1 IQI Ia 2'0 21 22 23 2.0 25 26 27 28 29 30 , Of .• NON1 � 1 b>I! 1 - 1 0 0 J O W yO W I z 2 x O _ V < w K Z h 10 sr 3d I i � w u 3 1 tP N st ISI J O O U 2 w W a4 W INSTALL 42" DEEP LYNCH CATCH a Z ' BASIN PER DETAIL, SHEET 9 v o a o INSTALL FILTER MANHOLE STA 2+26.37 PER DETAIL, SHEET 9 1059 LF OF 12" PVC 11.28 LF OF 12" DI RIM ELEV - 234.00 STA 0+17.54 (ASTM D 3034, SDR 35) (CLASS 50) IE OUT (12- SE) = 232.50 RIM ELEV - 235.83 S 0.0019 S 0.0014 BASE ELEV = 230.50 IE IN (12" NE) = 231.50 240 240 IE OUT (12" S) - 229.29 EX. GRADE O CL OF PIPE ROP. GRADE Q CL OF PIPE EX. 12" STORM LATERA.. 236 - - -- � � 236 101.2 LF OF (24" DI CLASS 50)ENTION PIPE 88.47 LF OF 12" DI 0 ILL 232 (CLASS 50) 32 Zi o EXISTING STD. STORMWATER MH __ 1 S - 0.0019 S = 0.0019 Q �I,. STA 0+00 INSTALL SHALLOW MANHOLE INSTALL GUTTER & CURB INLET CL p I cc RIM ELEV = 235r�3 PER CWS DWG. N0. 040, SHEET 9 CATCH BASING PER CWS DWG. IE IN (12" N) = 229.2 'TA 1+26.62 NU. 225, SHEET 9 228 (� IE IN (12" El) = 229.: 228 RIM ELEV - 234.90 STA 1+37.90 W IE 0t1T 112" W = 229. " IE IN ((12" W - 232.11 RIM ELEV - 234.59 IE 3 ! INSTALL 60" DIA. FLOW CONTROL OUT (24" 5) - 231.91 IE IN 12" NW) - 232.33 I, MANHOLE PER DETAIL, SHEET 9. STA 0+25.44 DATUM ELEV IE OU (12" E) = 232.13 W RIM ELEV - 236.00 224.00 DATUM ELEV (' IE IN (24" N)) = 231.72 P24.00 C' IE OUT (12" SW) = 231.52 ^ 0 w ORIFICE 5122E - 3.75" BASE ELEV = 228.02 a cc O+DO 0+50 1+OD 1+50 2+00 i PRIVATE STORM SEWER PROFILE a ti m � I o� n- � d N 0 o Z � w r � w a_ " ' �W4E "y rl O .� SCALEJ20' a HORIZONTAL: 1"`. IVERTICAL: 1"0 20 I 4 4 _ 11!1[i lop,m nn1illi ' vnl I' i o dill 1�4 is 17 I'B 19 2,: 21 22 23 24 25 26 27 �H2 3G MONI 1 1 11 1 , G 'I n f v� X, F 1 a `,•iI,' r jy. G t • • • 4 v i-ZL 4 Yr �,. ,•�� .,� _, �,,,w• ,_ ,- ar :� - .-. WHEEL WASH AREA (/F REO D) 50' MIN (20' FOR 1 & 2 FAMIL Y HOMES) ----_-- -- -_- - 0. ` . , ,. • . • `\ - :.. SIL T FENCE (SEE S/L T �,� r r FENCE DETA/L) Oso VW ?�. ... .• o v, ,ldl/AL1 $ Q �, : • : : : ... ... .. . . o o I . . . . .. CL bra.r x /1 b.•• wrr, .xu r}FM 5 u; PROPERTY L/N •n ` J O \ LiJ w w = :.J w 46-ORA/NAGt > I I U U u `—RAMP — FULL W/DTH. Of ENTRY Q w cr = d dX. I •� I \ � , REE ?0' MIN/MUM WIDTH 3 iU/,N. TO I ) I ST TDF OF SL CPE LiJ STD. CURB "V � GRAVEL CONSTRUCTION ENTRANCE , o a t •: '•: ,'4R;:It;• :�.� '. : ;'".;� - [;RAVEL CONSTRUCT/ON ENTRANG'E I ��•.•-_,,..., TT-t,.�,l`...`''.�'• ,,; �� •...• i ... � ...� l I '\(M/N. B" TYPICAL) GAP FOR DRAINAGE TANDARU CURB ^ ..:. ,• I *WOODEI`I RAMP " o- W GEOTEXT/L E- FABRIC / (2"W, " y I ' v• '• • + • I �,:�:''•; 4'ir A ��A �� I`'., PAI,£D STREET k i Uo Q \� \\ \\ \� \\/\\ C�J� v �• �' f ' �- :" � CONSTRUCTION ENTRANCE WCODEN CURB RAMP � � q ° � I Q � � 0 a L.LiGRAVEL SIDEWALK SUBCRADE * SEE AL T£RNAT IVES f OR WOOD RAMP IN SECTION 7 P a o (M/N. 4- TYPICAL) 3.? V �W p0. `0.�+` �0" p z 1 I :-�;:<r,: •.� K . ( - STAN AR - \ \ N U w ANDARD CURB Q 0. w a w , w II I` I r `, ":;:��•'. 14 I Gf-OTEXT/LE FABRIC '`" 3 U Q o D I ED STREET a i 74 \ \\ \\ \ I - -- •, {K, J ��r 238 —234` _ .C:•tr" •+K: • �'.i:�} ,' -- 239 SIDEWALK SUB- GRADE r. DRAWING NOT TO SCALEI `' ��• DRAWING NOT TO SCALE M_ AY-!_ GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT FENCE I - - = -- D - - - - �•'- - - -- 'T d � C, SW_ BEV LAND 3T__2__ _ �•L - �1 - -�- -- - - MAY BE USED SHORT TERM ..,j 0.. 1 W/ UTILITY WORK AND W/ CATCH BASIN GR,4TE .� ' PHA;ING OF DEVELOPMENT , ..,� cc I CATCH B45/N _� '•;K: �, O SUSPENSION CORDS/RODS Q V I EROSION CONTROL NOTES NOTES - OVERFLOW V O 1. OWNER OR DESIGNATED PFRSON SHALL BF RESPONSIBLE FOR PROPER INSTALLATION 'rAND MAINTENANCE OF' ALL EROSION AND SEDIMENT CONTROL MEASURE5, IN / � r•r . FILTER SACK Q CONSTRUCTION ENTRANCE PER STC. ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. �;.� DETAIL, THIS SHEET u1 . . 2. THE IMPLEMENTATION :1F THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, ,. ' ?0 INSTALL. TYPE 4 INLET PROTECTION REPLACEMENT, AND UPGRADING OF THESC ESC FACILITIES IS THE RESPONSIBILITY OF CATCH BAS, AREA DRAIN " '''' •''•' ''`t:' ''- '':'` ': i' Lu PER STD, DETAIL, THIS SHEET. _ a� '• a�, ,, r~ '� - CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE NTS W LOCAL JURISDICTION, AND VEGETATION/LANDS:.APING IS ESTABLISHED. THE DEVELOPER IUTs c �3 INSTALL SEDIMENTATION FENCE SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED INSERT SACK PER STD. DETAIL, THIS SHEET, UNTIL THE LOTS ARE SOLD, FRONT VIEW 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, A A NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION MAXIMUM OF CONSTRUCTION. 3 MONTH T FLOW a 1jZ a II, 4. THE ESC, FACILITIES SHOWN ON THIS PIAN MUST BE CONSTRUCTED IN CONJUNCTION USE •— 1 " RE-BAR FOR I !-- I WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO CATC/-/ BASIN '•�' �� BAG REMOVAL + w I INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE t DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. * • ' V w 5. THE ESC F.\CILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED PLANry M II O FSITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE FSC FACILITIES SHALL BE r. , -- 22';rj/4" RUBBER BLO.KS UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. EXhANS/ON REStRA/NT STORM ' C'� 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THF APPLICANT/CONTRACTOR AND P/Pf �\ + — FILTER SACK T1� +? MAIN7AINL0 AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE FLOW ,, Q j 1 20 02 10 BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED •. .:. .•.:..„ '••;•' ,-. •.•.:„• ,. ,.•,, PRIOR TO PAVING, THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN " i+'� "•` ' �. '` rti WATER INTO THE DOWNSTREAM SYSTEM. v P SCALES: 8 STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF INSERT SACK ' •�� il 1• -- CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL ' ' 'a - w00 20' HORIZONTAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT SIDE VIEW � > CLEAN FOR THE DURATION OF THE PROJECT. < %_ 0 7 I SECTION A-A W 00 1 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL_ BE PROTECTED UNTIL NOTE. v 2 w 00 PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED RECESSED CURB INLET MUST BF BLOCKED WHEN USING INTER FABRIC INLET SACK5 v N DITCH INLET SIZE OF FILTER FABR/C /NL E7 SACK TO BE DETERMINED BY VANL'C4 CTURER 24-HOUR EMERGENCY CONTACT 10 PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS � - � ►� �I POSSIBLE, NTS — — DRAWING NOT TO SCALE !-- —� .^•, Z O 11, SEEDING SHALL BE PERFORMFD NO LATER THAN SEPTEMBER 1 FOR EACH PHASE 810—FILTER A FILTER FABRIC BGS FOR TECHNICAL GUIDANCE INLET PROTECTION i of CONSTRUCTION. TEMPORARY INLET PROTECTION HANDBOOK a [• 4, I p 51� J©fL�N MI �.L�ft Detail Drawing 4.2H - b �', Z I M M l_ E R DEVELOPMENT, L_L C 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER --- — -- --- — --- -- -- — - - 1ST THROUGH APRIL 30TH, THE ''VET WEATHER EROSION PREVENTION MEASURES rkWILL BE IN EFFcC'CT. SEF THE EROSION PREVENTION AND SEDIMENT CONTROL. ;. 503-. 969_-._ 364.0 PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. I ` k 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY j i ' ESTABLISHED. I I '• 'f 4i .,.,,�,•M.a+.Y,♦,yxW W"3•:K.y',W.:'Ml�4Mk�101M,11fJ1' I�N' . ., ' ,: .. ... ......•-...,,:.r.>-+•Own...:--.-...:..:.•-...:. _.-.,•.+.,n.-.,.._....:,, :� , ..,. .I. _.:,....�. _..,•,,....:-.,i. ., ...:.. ..a.•, ' ��: �`'�cl " Cn. 1 I,1�11111, II1111!fl 1!11 I Illi II,I i Iirllllll iII11 Imp b I 1111III(I&II IfllIIlii+�ILII i II I II lrI,II- 'l I,I,!I,•I yII IIII�2I: Iill I I1I 4I•,! 1 I ILII�I 1111 I II i 1 i it I�I IIII 1a�1ill 0Ilil I II2!I I0 tl':lYl lIsbIwIg2IMII'Y1I9!I1I I p!Eis��l`1`i)M2 1R1tI!I2II{3 ILII I Ii4JL'�2IEIr{.4 1111--1-1-211•-�I..I. �li IA ILII I II2:I 7III, ,I2li 8Illt'II2II 9Ilil IL3LEC8LRY STRIP OM�.:cm II'0 ..... � ., .. *1`7,Rf�l�I�p., .. ... ;,:•.nu+,•e•.Y±'CYbw ��'• I k ' lot HOW • SOS if r r• r :•l ��L°i j I t ,�§ .r ': . .a; ',, .' .. .. .. .. ., ... _ ' I 1 ktwie».,.••«.n>..»,...,.,...,..., „n,,,,..,.... t,.'yr-`X,. r • I y t�: • • .,�.,., ;Y .a L t .5h Y i^ • • •• ♦• • • f ••• ••• • • •• • • • ••• SAWCUTNOTES: SEE STAND\RG DRAWING N0. 255 !' --�- �-- ------ - - - 1. PRECAST MANHOLE SECTIONS %IALL CONFORM TO FOR FRAME AND COVER. • . •• •, SURFACING I THE REQUIREMENTS OF ASTM C-478, AND APPLICABLE -- • • • • • PROWSIONS OF STANDARD MANHOLE, DRAWING NO. 010. 4 • • • • • • ' MATCH EXISTING MATERIAI. •• •; • • • ••• ••• •• • • TOPSOIL -- -- -- -� 2 NO STEPS REQUIRED. • • • • • • . • a,1141161k,"'111,111,1491 3 OR AS 3. PROVIDE SPECIAL DETAIL FOR CONE SECTION LESS THAN i - • •.• • ' ' '" I h DIRECTED FLOW I BASE MATERIAL A • A I I m FRAME AND COVERL -- :a _� I t-� L� W Z x I� CONE - - U -� U U �' t U . 4. z LJ 4n, G �or Z o n U a W I I III •' -- I• I j1 PLAN VIEW RECESSED CURB INLETS n 10 -3E REINFORCED +✓ ) CONCRETE INSTAL�f:D IN t L.LIRN ACCORDANCE WITH 1 - ! W k DRAWING NO. 226is 1 a • • OF NAVLMLN' �C* O .! N o U : • ., 'j: rr FINISHED (MADE Att • • • 1 FOR CASTING 4[ FRAME • 1 r� (DRAWING NO. 110SA/ST) • -- - -- - WEEP • ' HOLES a t �, 6" MIN 6' M'N \�� •• � - _4w_---- . .. I • 8' MIN BEDDING BELOW -- - ------ -- __ I z OUTSIDE OF PIPE BELL ow 'I j I 1" L SIA:! � I -AAA - ¢'I b ` 2" MIN. FROM TOP OF MANHOLE 4 w +. I t PIPE TO MANHOLE -\ LONE < - o SECTION `7CTION ' q � ( ) 6" FOR POUREn N i v , __•i n Y ` I ,w w. A. r _ PLACE • a. •, \ O I Q Z T', 5' WITH z 2 ` O W } :• REINFORCEMENT I •,i.r!� �\�\\`/\.' -- - -�F 48" MINIMUM-----► .• a FOR PRECAST J w . w .d ,, _ a• • Z LD I- TRENCH FOUNDATION �. -- LA.1 W PIPE PER PLAN •' • '' ?• •' • .' j.' -'• •:• SECTION A-- A SECTION 8-8 a Ir STABILIZATION, AS REQUIRED --- -J i r �� P1PE PER PLAN 28" LAJ Q � O Q I 4,•,4 f y•j,'' ( ;i�. • 8' MINIMUM CONCRETE ♦�i. NOTFS! - •`'�' w 4 o d "4 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE 10i ASTM C-478. s o o $ a 2 INSTALL S1Er S WHEN DISTANCE FROM TOP OF GRATL TO FLOWUNE OF PIPE IS °° to Lip ��j ice` GREATER THAN 48' SEE STANDARD DRAWING: N0, 100 SET FIRST STEP 12" FROM NOTE: $ TO(' OF GRATE. 2 OF T -0" 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF y,'-I]' COMPACTED BASE MATERIAL COMPACTED BASE 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. Roo, 4. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BF REBAR MEETING AS'M A-615 GRADE 60 OR WEIDED WIRE MFETNG ASTM A-497. 5. ALL POLIRED INPLACE CONCREATE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 2 JOINTS TO BE TACK AND SANDED. AND A sLUMFI of 2" To 4". 3. SAWCUT SHALL RE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 8. CHANNEL REQUIRED IN FLOW THRUOGH APPLICATIONS, AS APPROVED, ALL OTHER APPLICATIONS REQUIRE AN 18" SOMP RFLOW LOWESI PIPE !NVERT. � GUTTER 8c CURB - - - o„--- -------- - SHALLOW MANHOLE C1eanWaber Services INLET CATCH BASIN G'IeanWaber Services , NO SCALE AOU9TIN P. OU[NA3 -- Our commitment i•eleer. (� F Cn 13120%G PULL OLVO TRENCH w DRAWING N0. 040 �'E-'•'-�- ''� ''' I DRAWING NO. 225 \ v v REVISES 0203OLTL commitment I.c!esi. ul»t• NKi ww Orr O•�llEttr DWG. NO I antom 97223 VIII"UAZ� „t - IrARCN T IIfN BACKFILL O - -- -- --- ---- - -- CITY OF h(,AR,) rAa r ONE(&*._-.-.__-..------- - MtI1t11MY OA1L -------•--- _-� _ �'•� '�r•o. :� PRECAST MANHOLEFO1[""'t"` _. GENERAL NOTES •):;• STORMFILTER" DATA .� '� � Q I) LTORMfII RN NY STORrAWAT[R V,NAGEM[NT, PORTL AND, LVOCOON (503-7b-3393) lt1IN O1Mlllt/lOr lN■1 r 7) ALL 3TORMnLTt""IMARE N[GUI.AP MAINTENANCE REFER TO OP[RAnUN AND KA• rtar "" SI 180 a8' 0 I 1 MAINTFNANCE GUIDELINES FOR D(TAIIS Krum" _ Qp! n,0[r '00 O!/ U e Uj 3)IdWCASI CONCRETF STNUCTI�NL TO BE CONVRUCTED IN ACCORCANC[ N111I OF CAaTP•D911 AtLA!W 3 M91 Ptt 1 4V / Itf IT G0 • TETC44INA OUTLET Ptf of M-TIMI•S S'r• 3. wf[rt TEN OACT r[PL Q 2 7,1' •) INLET A,vD OUTL[T HIRNG TO♦r SPICIFRQ Br ENGINEER ANV PRONDID P'CONTRACTOR I I •t• Ri[L[yllTor 73563 24" bl DETENTION PIPE � LH _ r j ANTI-FLOATATION BALLAST TO 9i SPFC1017D BY[NGIN[FR It RFDJQ[0 BA+,AS1 MAT[RIA,S 1 RPE 1MT1-AOAVITRI• L/NT IE IN 231 72 N TO BE PIIONDEC N1 CON+PALTOR T 7. (LIR N/A t NOT I[[pT•[[Ol• TM-�-��'� SPECIFICATIONS 9)PRECAST STOwFII.T[.R IUUPPEO RTM tQ-INCH PyC OUTLET S" ANO AN INLET OP[NING frorai•PcaAL NEOUPoaNT9 V- AT THE SPECmEO lOCA110N. to 71 DE TAX. RErLtCTS MS04 NTFNT OM ACTUAL DOLT:&ONS ANO CONFIGURATION OF i STRLIC TUN[ MILL B[ SHOWN ON TNA IN[ODUC.,ON SIK)P'[RPAWNG -' 1. ALT. WE(.DEO STEEL CONSTRUCTION 12" PVC ` 2. 10 GAJGE STEEL MINIMUM THICKNESS. _ IE OUT 231 3. - Uuuudu eee,igr�, ,. \ - 3 2" THICK HEAVY DUTY CAST IRON VA atter ,BM.9N. -POSITION STEPS AND FRAME 0..•e •n• U 9 pt eer ��----� STD LADDER � ADJACENT TO SIDE CARTRIDGE I, GRATE. tT�oFo R�r9D Aa�er�0ow ��IL4NDARD CASTIRON Bp�T 4 COATED INSIDE AND OUT WITH A � � �� ASPHALTIC PAINT. / v, ASPHALT PAVING -- MANHOLE FRAME ------------ -------- 5. OPENING ON BOTTOM OF WATERSEAL • �\ A' �1 AND COVER I i TO BE GREATER OR EQUAL TO AREA RIM ELEV do 236.00-�"� - � IN OUTLET PIPE. 30" FRAME a I ' 6 STANDARD DEPTHS 30 36", 42'. 48" AND COVER (STD) do 1 1 ' r--- CONE DP I 7 MANUFACTURER DOES NOT RECOMMEND FLAT TOP I ' LOADING CATCH BASINS WITHOUT PROPER \\Nod. 191 I SUPPORT UNDER GRATE FRAME Z a[ I - ' I F- ,�;, A A i PRS ASST! MANHOLE SIORMFILTER' - PLA VIEW 1 i �- -------•--- � LL STEP (TYP) n- • SCUM BAFFLE -GATE W� PLAN VIEW -SATE FRAME - 3000 PSI , PULL CHAIN „ STANDARD CATH P WATERSEAL CONCRETE -- -�� , IN - INLET PIPE BY CONTRACTOR: ---- �-OUTLET COLLAR FOR NO HUB SIZE AND LOCATION A'-t• MINIMUM _ - - / CONNECTOR AS SPECIFIED ---- " . _- WITH MH RINGLCOVER a 12 PVC 0 O 5"� ACCESS OPENING r n 1 /I OUTLE? RISER W W r IE OUT P 231.521--l" 31.52 f 24 Df A 0.197K (SEE DETAIL) A,i" 1 w �6" I V-9' u rrN usr.r �' 0 LOOR r 'I IE IN = 231.72 10" 0 OUTLET PIPE STUB ) FI Q • ' „�--BASE ELEV = 228.02 1 ■ A _ I (BY STORMWA?ER MGT. INC ) c'-5' CV UNDISTURBED SOIL - T iO I DC RUM ORIFICE W w rn a0 i 10 > v f_ 0 a ` z �1 rr, cc 3 75" O 231 02 z e ----- __ O o CO I 1 n z 8" TOPPING SLAB ? I 2. 5 112' 2 wr Co ' ' + BY PRECASTFR �I n ?L1 INVERt - rILFRORn�N nt II��E T `} i M1 In THE Lynch CO. , INC. MArnFOI_n � Z o FLOW vTR * .NH * � 4706 S E 18TH AVE. PORTLAND, OREGON x7202 PPPBECAST MANHOLE 5108111 l�j�,R' •� � I C:) 60„ Fi,rVW �.Oi, li��l� M111,1[10Li'i ( 236-3825 c, R.t. _.._...�.. �- T 'r PHONE 503 j`� OU1LE, RISER - ENLARGED VIEW ,.� In 11 P. •--�" SII RCAIF N r I 24"SOR 24'0 ____� STANDAR CATCH BASIN g D C CH � o ETI N CL DRAWN BY: 13PT 1/14/97 ,t� _ - r• ,yam__rP•a•o r rw.•n: �y��•1��1■r� � ('� RM AWMR" N IT0 I �''C -- - - -• r • r + r f. I I d0i r IV+ ., •. y MA�yyy��r�yyyyr�-..-0r.y ...'...'.... "-.,r�r .-`.C�,.IC'.. .. ,.,� •SG'`x"MMDR.CP+A\MWW►�P�•.+YM+'.n r. .. .w ..fe1C'fM,•+ ,., .... .., ... ��Fl1rA.�f('V. .. .. „'., .. .. ...- .. ... .. ,...- ",a.•+rrr M+ww:w++"•.•.e,..��.,.n,"w..r.•...w _...•.w.....•,v.aw.. ., .,....--.._.,...�--..r<-.-.__.�.-.._.....,...--__.....__..._^�'*Aw�w Rei*.•" . .,_•. .. .,.a.:grutlaw....,.p_u�.e".Ei+Mti�ke ... ' .,, • ' ;v'.+: 'N3:trM[tINY:w,.•aNr.+4ar*Hwlma�Y9..st:s- .Er.,.twyy, ANIMISM, aftolkall NNW .II IILII 1 ILII 1111 IIII I,II 1111111 lff! IIII .II IIfI IIII II{I till !1. :II; :l i'' I'll ''II, it li l C v � 3 d 3 ll� 7 I � I I � I I I .i fl i II 7 20.3 9 , I OrV cN3 10 1 1 12 13 4 18 17 18 19 20 211 2_2 23 I 24 25 26 2 29 30 :' R k4F` f tV 1 O I .. .. I x C` .. R; ,,. >R..,n � ';.-.SIF''.. �. r .• ,• ,,. .,, .. ;I'.: '!'x''r?r' ,'� ,..k ,1t#),,,.r , ,.:: „ ' . Rose 7 Mr- ._ r.. r ,ry�r r i; wrs� TREE PROTECTION STANDARDS LE06NID - • = �� o R0W �n 1 PRIOR TO THE CONTINUATION OR MOVE IN OF ANY OTHER CONSTRUCTON -- PROPERTY LIKE••• .• RELATED ACTIVITIES, PROTECTIVE FENCING SHALL BE PLACED UP TO THE AREA — - CENTEgLINE "' DIRECTLY UNDER THE DRIP LINE OF THESE TREES, OR THAT AREA IDENTIFIED Is • ., IN THE ARBORIST REPORT. ----- PROPOSED CURB 2 AT 140 POINT SHALL PROTECTIVE FENCING BE REMOVED OR BREACHED WITHOUT EY,ISTING CURB z WRITTEN CONSENT OF THE PLANNING DIRECTOR, PROJECT ARBORIST, OR CITY PROPOSED STORM SEWER N FORESTER EXISTING STORM SEWER 3 NO TEMPORARY OR PERMANENT DRAINAGE MAY BE DIRECTED INTO ANY AREA J_j � THAT WILL AFFECTIVELY REACH THE ROOT ZONES OF THE TREES TO BE EXISTING SANITARY SEWER U -' u U PROTECTED IF NF_CESSARY, INSTALL DRY WELLS, DRAINAGE, OR ')RIP EXISTING WATER LINE z w IRRIGATION TO INSURE WATER CHANGES WILL NOT ADVERSELY Ar FEET THESE EXISTING GAS LINE u z 'e O TREES 3 u Y 4 NEITHER THE CONTRACTOR NOR ANY RELATED PARTY THEREOF SHALL STORE EXIST OVERHEAD ELECTRIC LINE dc-1 0 � a MATERIALS WITHIN THE PROTECTIVE FENCING, NOR SHALL ANY MATERIALS BE _ i� - PROVIDE PROTECTIVE FENCING PROP UNDERCROUNEI ELECTRIC STORED WITHIN AN AREA THAT COULD CONTAMINATE OR CAUSE HARM TO GENERAL NOTES: 11 FEET FROM BASE OF TRUNK #33, LINE PROTECTED TREES THESE MATERIALS INCLUDE BUT ARE NOT LIMITED TO 9 FEET FROM BASE OF TRUNK #35, n CONCRETE OR ITS WASH OUT, DRUMS, CHEMICALS, FUEL CONTAINERS Aoiu 1. FOR ADDITIONAL INFORMATION AND PROVIDE PROTECTIVE FLNCING 20 FEET FROM BASF OF TRUNK #32 \ EXISTING CHAINLINK FENCE n OR LEAKING EQUIPMENT. SPECIAL CONDITIONS REFER TO THE 16 FEET FROM BASE OF TRUNK. EXISTING INLET r REVISED ARBORIST REPORT COMPLETED 3 ( 32 1�45 IF ENTRY INSIDE THE PROTECTIVE FENCING IS NECESSARY, THE PLANNING 9Y TREE CARE & LANDSCAPE UNiIMiTEO, PROPOSED INLET DIRECTOR AND CITY FORESTER MUST FIRST BE CONTACTED. ANY ROOT INC., DATED JUNE 9, 2004 _- - - PRUNING OR TRENCHING THAT MAY BE NECESSARY SHALL BE DONE ONLY �-- - I'�1 PROVIDE PROTECTIVE FENTCINr� PROPOSED STORM MANHOLE �, o `�UNDER DIRECT SUPERVISION OF THE PROJECT ARBORIST OR CITY FORESTER 2. WORK WITHIN THE PROTECTIVE t0� 61 14 15� 15 FEET FROM BASE mRUNh II 1 j � FENCING WILL BE DONE UNDER 1HE ! ! f I EXISTING WATER METER 6 PROTECTIVE FENCING SHALL NOT BE REMOVED UNTIL PROJECT IS COMPLETELY SUPERVISION OF THE PROJECT I I EXISTING LIGHT POLE I FINISHED, AND ALL EQUIPMENT IS REMOVED FROM THE SITE ARBORIST OR CITY FORESTER. PROPOSED SILT FENCE- `- 5 6 I I EXISTING POWER POLE W I 1 ^ ' _ x --�- X - X X X X� X" •xy II EXISTING FIRE HYDRANT x x �-} PROVIDE PROTECTIVE rENCING EXISTING TREE TO REMAIN a " x rV y, �� 1�'�X �/ i 8 FEET FROM BASE OF TRUNK EXIS'iING TREE TO BE REMOVED PROTECTION FENCING STANDARDS 1 ��^ r CT l- 1 4 5 O s �� - I PROPOSED STREET TREE 0 I a t rn 12 \ I II NEW AC PAVEMENT =II o v `' o 13 I 36 3 3 31 L Z � o w r 1 PROTECTIVE FENCING SHALL CONSIST OF 5 FOOT ORANGE CONSTRUCTION I - •� �i J FENCING CONCRETE FOOTPADS SHALL SUPPORT POST �` I — � 2 SIGNS MUST BE PLACED EVERY 10 FEET ON PROTECTIVE FENCING, STATING I `+►„� 0' I z THE FOLLONANG INFORMATION: I r X�: �_II W • �'� g PROVIDE PROTEQTIVE FENCING I __j �' '� 12 FEE T FROM ASE OF TRUNK. �� Qch - TREE PROTECTION AREA I r" ` I I c„ o rh o - DO NOT REMOVE OR ENTER FENCING -- IF LNTRY INSIDE THIS FENCING IS NECESSARY, WRITTEN PERMISSION I I a MUST FIRST BE OBTAINLD BY THE CITY OF PLANNING DEPARTMENT 6 al I OR CI iv FORESTER (503-823-4018\1. I ;n NON-COMPLIANCE WITH TREE PROTECTION STANDARDS CAN RESULT 1 I :'i'' : . f �• - 1 uli IN =TIES AND A STOP WORK ORDER ! � , .1 t•"}�r''r' � `� O 3 PROTECTIVE FENCING MUST BE INSPECTED DAILY ANY DAMAGE TO PROTECTIVE I - un FENCING SHALL BE REPAIRED IMMEDIATELY - r�fili 1 1 Tom...•, . � I •� •• , ,• ,•. x �• � s�.��,}; Mme.. ,Tj•,,►_�`s�.. •` 4 4.` ,�.., 2't PST, :r a •• •�.. �' 1' r'. n TREE INVENTORY TABLE A�� rJ " 2 i Q TREE NO SPECIES DIAMETER REMOVE PRESERVE NOTES EXEMPT Z 7175 SW QEVELAND ST ' "' i • •' ••' ' �yW �- 7085 SW BEVELAND ST 1 HAWTHORNE 6« A ` , TAX MAP 2S101AB Ix 7155 ' '4 BEVELAND ST 1 •w• I A ( TAX MAP. 2`101AB ^� x TAX LO': 2000 TAX rAAP 2S101AB s.. n 711 SW SEVELAND ST 1AX LOT: 2.1.00 V 6-STEM, HAZARD I +.:, 2 ASH 7" X UNDER 12" X I I SRX LOT100 Tl�x MAP 25101 AB 1 OP, 2-STORY TAX LOT 2201 1 Iftl 1 x OFFICE BUILDING '':r; PROP 2--STORY I 3 _ PEAR 11" X LINDER 12" X I .. Q CE BUILDING caX 4 ASH 11' UNDER 12" X I x % Lu 5 & 6 ASH 11" & 11" X UNDER 12", HAZARD X j '' '' f I _v i - 10 ASH 0", 10" 10", 10 X LEAN, UNDER 12" HAZARD X I '•� +` r �,' j I (,� 11 Qc ASH 15" LEAN w 12 & 13 ASH 9" & 10" �< HAZARD, UNDER 12" X ;� 'r"r I "y`,• I (� 14 & 15 ASH 8" & 19" X DYING X 1 r , ':1 01 L" •. 1 V iii 9 ASH cc 16 - 1 UNDER 12" X POOR X � —�-- -- --- - --- �, • _ CIL 20 ASH 16" X ROT X '/ / W 21 ASH 10" A „ 0+00 50.Of,' (� X 3-STEM, HAZARD X 30 00' _ _ _ ' 22 ASH ,. EX. STORM MAIN ROW_ 1 , . uj S 11" UNDER 12 EX. GAS MAIN W cc 23 - 25 ASH 10". 13 17" X DYING, ROT, HAZARD _T _.._. _ _ m X - -- - - EX. 8 SAID MAIM - - - - - ' 26 ASH - --- - - I° y 9•• - _ - - - - - - - -- x X LEAN, HA/ARD X _ �_� _ _ _ _ _ _ _ _ • 3W BEVELAND 3T 1 , , ' ft,; r� 7.7 .- 28 ASH 7", 12" g" 11" X CO-DOMINANT SPLITS, DYING, HAZARD _ , 29 PINE 2t„ X CO-DOMINANT TOP, POTENTIAL HAZARD X Z N i 30 BIRCH 17" X Q • 4 V� � �� —• w.—� www 31 APPLE 10" }� MULTIPLE TOES ---- w ' 32 ASH 20" n STRUCTURAL DEFECTS, HAZARD X a ` 1'. 33 PLUM 11" �( STRUCTURAL DEFECTS, HAZARD X SW BEVEL.AND ST •- COMPOSITE UTILITY PLAN 34 PUSSY MLLOW 12" X -` X STRUCTURAL DEFECTS, HAZARD 35 WALNUT 9" X F, LEAN 36 ASN 12" A X 5-STEM, STRUCTURAL DEFECTS, HAZARD 413 p 1�ti c• 37 LOCUST 8" ,� NEEDS CAKE FOR INCLUSION X 38 DEAD 8 X DEAD X ,.. , 1 1 o I we it '�•"' N •�x�w��, `"W 141 r �! m W 1V,1'+'yJ`K 6 r y au d- Z W y` vj x } w m. I n C 00 • r; o F bt s N A vta14°fir''' i •r-1 (� Z O t lP r 4 .� r� Y S O 1. 0- i HORIZONTAL: 1' = 20' Q 0 20 40 �r A r y . ,: TI ,•'.� ' ` _.... -_..-.-, .'x �r ,. ., tvhnvlw . - - - - ... .. ,.. ,. .a1KJy,�.Y�.+(,NYII'YG�•,14,"..':'Al7.d'il�''.Y'•Y'.111"M4""•A'�1Mh�� V, �;;, ,I ,.k LEGONLITY STRIP% Cm. 2 h ^, 1Ummalcm 7 8 IBJ 1 1 12 13 14 16 17 18 19 20 21 22 213 24 25 26 2.7 28 29 3G N�N1 • ty3 Jill .. : dp lift r • -._.._�.._.,,r.:. .......-•___:��-�„:.....::— .-.�.,:..::: ......s.:.�:..:.�,:..s....e..,�:.,_...,.....,..._._.-.__....ems ._-. � 4.' r,t# 'u 7.. f 4 1 • • • • • • • • • • w.1 Is 0 Is 1 • •• • • • • • •• • i • • • • • • Is Cs cs CS • • ' ' ' MILDREN DESIGN GROUP, P.C. LEGEND ARCHITECT URE • S1"AL1 PLANNING .•. c 7&50 S.W. Beveland, Suite 120 i . . . . Y Tigard, Oregon 97113-8691 o " $ - 6 f503) 244-(15.52 � � Acer clrclnatum Vlne Maple © Plerls Japonica 'Mountain Fire' - Japanese Pier's 6-8' B&B, '✓�/el! branched 3 stem min./ n at base 5 gal. cont.; Full plants, Space as shown i ! ! 3 14- Acer palmatum - Japanese Maple D Pinus mu o 'Pumillo' - Mu ho Pine 7-8' B&B, Well branched 12-,i5" B&B, Ful! plants. Space as shown 40 Polystichum munitum - Western Sword Fern + -- Acer rubrum 'Red Sunset' - Red Sunset Maple � 2.5" cal , B&B, Well branched, Headed at 6' 2 gal. cont. , Full plants, Space as shown 18 c 5 O - Prunus laurocerasus 'Otto Luyken' - Cherry Laurel -_ • Chamaec yparis obtusa - Hinoki Cypress + ! 15--18" B&B. Full plants, Space as shown 5-6 B&B, Full trees, Branched to ground 2 _ M Ij RT Rhododendron 'Taurus' - Rhododendron •Gl Td - , -- ; - - - - - - M e -- Magnolia stellata - Star Magnolia 24" B&B, Full plants, Space as shown • I •� ; .-- -, - - --~- � 3-4 B&B, Well branched g ` Rhododendron 'PJM' - Rhododendron MICHAF..u'HRI I ORF.GON W - - -3 Pyrus caileryana 'Aristocrat' - Aristocrat Flowering Pear 15-18" B&B, Full plants, Space as shown �J, 1113[1w ' • - - 2.5" 1. B 1 10 C�9 ' cal., &B, Well branched, Headed at 6 Q Rosa nutkana - Nootka Rose pE AY 7 Thuja plicata - Western Red Cedar 2 gal. cont., Full plants, Space as shown 1 0 --------- --- + r� • , ►i- -�� + 5-6 B&B, Full trees. Branched to ground 0- - 3 Spirea dougrlasii - Douglas' Spirea Z 1 M M LE R -- -y - ( c ` 2 gal. cont., Full plants, Space as shown Development, Acer palmatum 'Dissectum' - Laceleaf Japanese viaple • - S�J m horicar os albus - Snowberry L.L.C. 1, -, � _ i....._. c P P O 24-30�� m? »; _J B&B, Ful! plants, Space as shown 2 gal. cont., Full plants, Space as shown Oo 1 Arbutus unedo - Strawberry Tree e - - 20 , _ 14915 S.W. 72nd Suite 200 1 Y Thuja occidentalis Smaragd Emerald Arborvitae Tigard Oregon 97223 5 gal. cont., Full plants, Space as shown 4-5' B&B, Full plants, Space as shown ----_9 Rhododendron 'Macrantha' - Macrantha Azalea 0 -- 26 Viburnum davidii - David Viburnum Protect: SW BEVELAND STREET 1 gal. cont., Full plants, Space as shown I 1 JJ BeVelalCg . ., plants, Space as shown 12�^ - cs -- -- Cornus sericea - Redtwig Dogwood , , - -9 Viburnum tinus 'Spring Bouquet' - Laurustinus Buildings w �__ � :-- -- _--:----,-------------_= .---- _._..---- -------- __r. - ___ -- - -- .- - 2 gal. cont., Full plants, Space as shover, 5 gal. cont.. Full plants, Space as shown . r - -- -- -- HM ---- - 5 Hydrangea macrophylla - Bigleaf Hydrangea --- - ArctostPhY[los uva-ursi - Kinnikinnick 5 gal. cont., Ful! plants, Space as shown 1 gal. cont., Full plants, 4' o.c. 7155 Beveland 14 Tigard,Oregon ®-- -- Ilex crenata 'Convexa' - Japanese Holly -- Leucothoe axil!aris - Coast Leucothoe Landscape Plan _ _ _ 2 gal. cont., Full plants, Space as shown 1 gal. cont.. Full plants, 4' o.e. Sheet Title: �- IIIb Q - -22 Ligustrum japonicum 'Texanum' - Japanese Privet Landscape- Sarcococcah._humilus _ Himmalayan Sarcococca 0 5 10 20 40 5 gal. cont., Full plants, Space as shown 1 gal. cont., Ful! plants, 3' o.c. flail Q 29 Myrica caVornica - Pacific Waxmyrtle - Vinca minor - Periwinkle Notes: 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 4' o.c. 1 . All new landscape areas to be irrigated by a fully 7 automatic underground irrigation system. ® ---- Nandina domestics 'Gulf Stream' - Heavenly Bamboo 2. Required 50% mitigation of removed trees (34" total) 2 gal. cont., Full plants, Space as shown has been achieved by inclusion of 7 Western Red Q- ----- Physocarpus capitatus - Pacific Ninebark Cedar (21" total). 2 gal. cont., Full plants, Space as shown r r MLOM DESMP.0.. 2004. KL ,• � RXiHTi I�RVED • ,ti•`,1 '', NESE DRAWINGS ARE INE PROPERTY OF MILDREN DESIGN GROUP. P C, AND ARE !IGT TO BE USED OR REPRODUCED IN ANY rc MANNER, EXCEPT WITH THE PRIOR WRITTEN f, PERMS90N OF MILDREN DESIGN GRWP, P C $ 44. 1 I 'I`• Date �1t;.11.�►q Drawn by: c ,hecked I1y: i 1 MEU M[::O Job Number: I()3317 Sheet of: 1,1,I • y. :� ; Building Permit Submittal -- JUh ' ,+'Y'.?.'Mt+WMM.Rtllp�.4!rytailYy;-imp6plo'^.AffE1 WA 4 i 4 S w 1 c ' :_ i, 'r .•..••w •.nn,, r.- IOeI••IslAeaSweiNW1!.•C7RA�;'N "1ikYi ,. ,.. r4u>1 lRlifu�u I Illl�l�n a 7 i }IuI 1 34 wq ! 11�im11161 LEdI!lLY STRIP cm � Is 20 21I lnWlWu♦Qaa 2 3II"1 Iq+II2,' i, .. ► - ,mw:+z4"».,•u ',ra.:1sy�s :gm+ea•7RY�p6Mid.Y.*+r; tY:., ..,M,y 425 2 8 2 7 Pel 29 30 Tbi, iA, 5r I "fit .}sat, .at I I -_ I'll ij 11 • ti3 ITI 11I 1 S 'i t I° 5 1 1 2 76'-0' 3 4 01 26'-0' 26'-0' 26'-0" 3'-0}. 3'-93" 2 12'-0' 11'-4' 7'-4' 11'-4' 7'-4' 11'-4' 12'-0' A5.4 MILDREN DESIGN GROUP, P.C. 10 ARCHITECTURE • SPACE PLANNING 7650 S.W. Be%clan(i Suite 120 �- - - -- -� 1v .. .. Tigard,Oregon97223-86P2 I/ l 13 44-0552 C - - - - --- --- -- _-_=_ - -_ o 9. 12 >_ 0 1 iv I I 7 ry I I SLOPE SLOPE I l I ` N l 12 - I I 6 I II SLOPE I 7 $ I I a u) - I + I II 1 I I it I i J II L WEE a I 202 v �4 I O m, .ry 'TI _ I � ♦ ,��1 # C� �-- - - - - - 'Ile i -- - - - - - - - --- -- -- -I rs 3 2'' I 13 OF `e n 1261' l 9 SLOPE SLOPE A5.4 0 ZIMMLER m I z i Ae.2 B l Development, I 0 C L.L.C. B 11'-0} 15'-4" 7'-4' 11'-4" 7'-4' 15'-4" 14915 S.W. 72nd Suite 200 NOTE, ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE Building One - Second Floor Plan Building One - Roof Plan Tigard,Oregon 97223 ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bbl-2 bbl-2 SEE A5.3 FOR PARTITION TYPE i. 0 2 4 8 16 0 2 4 8 Door Types 16 Project: 2 3 4 7155 Beveland 76'-D" Keynotes Buildings 26'-0. 26'-0' 26'-0' 3.-Oj- 3'-(3' 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES 12'-0' 11'-4' 1 7'-0' 12'-0" 7'-0' 11'-4' 12'-0" j \ / I ANO WALL SECTIONS 2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULATED GLAZING 3. ALUMINUM STOREFRONT DOOR 2 3 4. STEEL COLUMN - SEE STRUCTURAL 7 1 Y) Beveland 5. LADDER TO ROOF HATCH - SEE DETAIL 4/A5.3 Tigard.Oregon 6. ROOF HATCH - SEE DETAIL 3/A5.3 V 77 7. ELEVATOR PENTHOUSE 1M 104 8. SCUPPER AND DOWN SPOUT - SEE DETAILS 2/A5.2 AND 3/A5.2 I h 9. VALLEY LINE Shirt 3'dlc Kickplate where Fire rated PIA PIA scheduled glazing material 10. GUTTER - SEE DETAIL II/A5.2 Building One 11. 3" X 3" DOWN SPOUT FROM GUTTER ABOVE PIA 4 b 12.DIMENSION TO BE VERIFIED WITH ELEVATOR MANUFACTURER A B c D 13.BUILTUP ROOFING SYSTEM - SEE 2/A5.5 FOR PIPE PENETRATION Floor Plans � TYPICAL � Door Schedule j NOMINAL SIZE FRAME DOOR HARDWARE REMARK12 L - - -� MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP n I i i �• a 1; I� 1106 101 6'-0' 7'-0" 1-314" AL CLR AL CLR A 1 a NNN N 102 3'-0" 7'-0" 1-314- MTL FF SC ST C 2 o1 103 3'-0" 7'-0" 1-314- MTL FF SC ST 8 5 1 s o '° 104 6'-0" 7'-0" 1-314" AL CLR AL CLR A 1 L 5'-g" 12 �,' N 105 3'-0' 7'-0" 1-314- MTL FF Sc ST C 2 Rr�i+ums. �t C iv P� 106 3'-0' 7'-0' 1-3 4 MTL FF Sc ST B 5 1 o I 107 9'-0" 9'-0" 1-3 4 STEEL P f3TEEL P D SEE DETAILS 1 A5.5. 5/A5.5, 6/A5-5, AND 7/A5.3 201 3'-0" 7'-0" 1-3/4" HM P HM P 8 4 k- _. _ _ 1 y 202 3'-0" T-0" 1-314' MTL FF SC ST B 3 203 3'-O" 7'-0" 1-3 4 MTL FF SC Si C 2 u ' � 4 .1 toe- I _ 204 3'-0' T-0" 1-3 4 MTL FF SC ST C 2 t 11'-Br 5-1 Hardware Groups _ _. _'�•-61 _ -_ GROUP 1 GROUP 4 I --- 2 CYLINDERS 1j4 PAIR BUTTS STANLEY 630 F89179 4ji X 4X 'No a BALANCE OF HARDWARE BY DOOR MANUFACTURER 1 LOCKSET SCHLAGE 626 SPARTA D92PD b� l GROUP 2 1 THRLSHOLD PEMKO 628 172A I, 1 CLOSER LCN 689 4041 DEL ppm o 1ji PAIR BUTTS STANLEY 630 SPARTA 4)6 X 4fi 1 WEATHERSTRIPPING STANLEY 10-5050 cowls An[Awo 0 »� YYaial aE910x P.C. 3a01. ALL ' I 1 LOCKSET SCHLAGE E26 SPARTA D92PD - 1 RAIN DRIP REESE R-201C 1 STOP IVES 628 407j¢ PsM NAWMP.P1 S c' I • 1 CLOSER LCN 689 4041 DEL 1 LOCKPLA TE SSW 9616 ROT to ec UfFD a RaMlWllam w AM h _ 3 SILENCERS IVES SR64 PC roP Rnr>'lir sEmi uigi c 1 CGROUP 3 1R BUTTS STANLEY 630 FBB179 Oji X 4,14 Date 18 June 2004 s fji PAIR BUTTS STANLEY 630 FBB179 4X Oji 1 LOCKSET SCHLAGE 626 SPARTA D92PD Drawn by: Checked by: 1 LOCKSET SCHLAGE 626 SPARTA D92PD 1 STOP IVES 828 407)1 1 GASKET PEMKO 588 T.IK I STOP IVES 630 407j6 Job Number: 103317 5'-4" 7'-4" 11'-4" 7' 4" 1,5,-4" oy'. 3 SILENCERS IVES SR64 1 _- __._.. - 11__. . . - LEGEND REMARKS Sheet 1of 3� AL ALUMINUM HM HOLLOW METAL 60 MINUTE RATED DOOR L 0G ALL EXTERIOR WALLS TWE PIA - UNLESS NOTED OTHERWISE _Builds One - First Floor Plan CLR CLEAR ANODIZED P PAINT V------ - SC SOLID CORE MTL METAL SEE A5.3 FOR PARTITION TWE Building Permit Submittal - June 2004 I A2. 1 12 W ALL INTERIOR WALLS TE P2A - UNLESS NOTED OTHERWISEcir bbl-1 Si STAIN M FACTORY FINISH V l4.. �iill84BRTtTRIP &A $ I 3 i iiIT z . ' is z'z z: za s za � �, so. . 7 ie 19 zzi -_ .. ac 25X xoxi . las Audit; 11111,441 11111 I, 11111010 10 1 ...__ _. ..� v+^-__. ,� _ _ --"'-' .-_.-,-.,,,_-._._____^.,.__.._._-_---^'7^^"^'_'-' '--- - _ .. i -'"-- >• --..+mow...•'- -. ..n-. - - -- 1 I 1 I 63'-4" 63'--4" - _ - 21'-1 ' MILMN DESIGN GROUP, P.C. • ' ° ' • '�• RLPrTEC I LIKE. 51'AC'E PI.ANNIN(: 7'--4 15'--4rr �- 11r-4rr 26'-4}" A - .. ... .. ' • ' ;651) S.W. Bekeland, Suite 120 8 'Figard, Oregon 97223-h692 'v 1.5031244-0, 52 - -- ------------ -- -- I 4 ._� 2 L 1 10 1 A 5.4 .1 7o \ l I I 6 aD , I I iI I I I 1 I o I ;_`'I ( l - -- l -SLOPE SLOPE - - °� 11i i , o f ! 4 4 I I N ► I �+ '' ► l 12'-A' ! I I I --- ---- - 2'_0^ ! 4 l 202 ! 7 I TkOAl3913 KRIZ �--� �> v I ! Q Mtn... LAKE 0, Qq c� i SLOPE - SLOPE OF 0 7 1 2 - N I I I � 04 N q iti I of I a0 a UW l lel i : - --- - CC - _ _ IMMLER, J � : _ - _--_--- - ---- De�-e10 ment - - - - - _ L.L.C. 12'--0" 11'-4" 11'-4" 11'-4•' 12'-0" 3' 0}" VL0}" 10 r _ NOTE: ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE \1 Building Two Second Floor Plan l3uildln TWo Roof Plan 14915 S.W. 72nd Suite 200 ALL INTERIOR WAILS TYPE P2A - UNLESS NOTED OTHERWISE bb2--2 bbl--2 -- igard, Oregon 97223 SEE A5.3 FOR PARTITION TYPES - 0 2 4 8 16 Door T es -�� 4 � 1 b Y,. .• III oject: r- 2 .3 - Keynotes 0--- - 7155 Bevela��d / ! 1. BRICK VENEER OVER WOOD STUDS - SEE PAR71TION TYPES BI1Ilc1 �� - "- AND WALL SECTIONS 3'-s" / I 2. THERMAL BREAK ALUMINUM S FOREFRON l WITH INSULATED GLAZING y 7'.-4}" 15'-4" 11'--4" 26'-4}" � ,% _ - --- 3. ALUMINUM STOREFRONT DOOR -- - -- - w 4. STEEL COLUMN -- SEE STRUCTURAL 5. LADDER TO ROOF HATCH - SEE DE FAIL 4/A5,3 6. ROOF HATCH - SEE DETAIL3/A5.3 715:, Bcveland 7, 3" X .3" DOWN SPOUT FROM GUTTER ABOVE 1'igar'd, Oregon 8. SCUPPER AND DOWN SPOUT - SEE DETAILS 2, A5.2 AND 3/A5.2 I I --- - --- 9. VALLEY LINE Kickplat, where Fire rated 1 - - -- �-- - scheduled glazing material 10. GUTTER - SEE DETAIL 11/A5.2 11. BUILT-UP ROOFING SYSTEM - SEE 2/A5.5 FOR PIPE PENETRATION Sheet 'I'll le: a Building 1 \� o , o Flom Plans Door Schedule _ MARK NOMINAL. SIZE FRAME DOOP HARDWARE REMARKS WIDTH HEIGHT THICK. MAT'L FINISH MAI FINISH TYPE GROUP _ 101 6'-0" 7'--0" 1-3/4" AL_ CLR AL CLR A 1 SEE DETAIL 1/A 5.5 _ 103 102 3'-0" 7'-0" 1-.3/4" MTL FF Sr, ST C 2 _ I °p P `=' 103 3'-0" 7'-0" 1-3/4" MTL FF SC ST B 5 1 f 104 3'-0" 7'-0" 1-3/4" MTI_ FF Sc ST B 5 1 201 3'--0" 7'-0" 1-314" MIT_ FF SC ST B 2 SEE DETAILS 3 A5.5 AND 4/A5.5 I - -- -- _ - - --- - ---____ - --- - -- 202 L3 -O" 7 -0" 1-314" HM P HM P C 4 f I to CN o P28 - li( � I.Ir it ice. I - t ( 4 ►' I cv O I I \r J - 4 7 a 12' A* q � - - i 2 -o" 04 b102 � ;� i �, _. LO 7 . . Hardware Groups I t • 5 -7� 4 -11�" -- - - _ IF \TYPICAL. GROUP N 4 2 CYLINDERS 1h PAIR BUTTS STANLEY 630 FBB179 4Y2 X 4y I BALANCE OF HARDWARE BY DOOR MANUFACTURER 1l_OCKSET SCHLAGE 626 SPARTA D92PD SLP 2 1 THRESHOLD PEMKO 628 172A IX 1 CLOSER LCN 689 4041 DEL __ 1 PAIR BUTTS STANLEY 630 FBB179 4 X 4}� MILDRF.N DESIGN GROUP P.C., 2004AL1. - ! 1 LOCKSET SCHLAGE 626 SPARTA D92PD I WEATHERSTRIPPING STANLEY 10-5050 RI(;t TS RESERVED �__` _ _ 1 RAIN DRIP REESE R-201C -- <<l',t , I STOP IVES 628 407,Vj THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AILD ARE 1 LOCKPLATE BBW 9616 N0T To RE USED OR REPRODUCED IN ANY I CLOSER LCN F89 4041 DEL MANNER, EXCEPT WITH THE PRIOR WRITTEN 3 SILENCERS IVES SR64 PERMISSION OF MILDREN DESI(A GROuP, P.0 GROUP 5 '' 3 2. �Up 3 1X PAIR BUTTS STANLEY 630 FBB179 4Y, X 4j� Date: _ I� Ji.me 2004 1 PAIR BUTTS STANLEY 63(1 FBB179 41 X 4 I LOCKSET SCHLAGE 626 SPARTA D92PD _ ,1Z Yz Drawn b Checked b 12'-0` 11'-4" it'-4" 11'--4" 12'-0" 1 LOCKSE T SCHLAGE 626 SPARTA D92PD I STOP IVES 628 407 y y: 1 STOP IVES 630 407}/ 1 GASKET PEMKO S88 TA 9 I a�.ie lo•r tx r�.,,��;Y''I �1'�'t l,, ' 3'-"I" 3'-0 103317 3 SILENCERS IVES SR64 - ---- ty'' 4 '�T� I '�k ` I� ,lob Number: p, I LQLND _- REMARI4,� Q sheet of: _ BUI AL ALUMINUM HM HOLLOW METAL 1. 60 MINUTE RATED DOOR ldingTwo - First Floor Plan �� s.q, ALL EXTERIOR WALLS TYPE PIA UNLESS NOTED OTHERWISE CLR ..LEAR ANODIZED P PAINT /� � '� ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bb2-1 - -- -^-- SC SOLID CORE MTL METAL P�.lil �fl Permit Submittal - June 2004 2l"1�. 1 12 a SEE A5.3 FOR PARTITION TYPES GROSS FLOOR AREA: 3,230 S.F. SF STAIN FF FACTORY FINISH . ,., :,. ,:�u•°*'Yarrc,. w�N;,t`•IinYor,a;MM,M�?atli7i... !w• •we..•n .•iT!.s►+' Ml.tiM+w.++e+w•.�7`. .. .,.,,.,,...w.,.....,.,+.--..., .,.., ••Iy ...., y..: :•'.;t° '::.,. .,e,.` ,,:_a..y.. w1-•v,'-'.:,+r,,•+MY6yd wwtu,•k°•>riy+kewwetatMr.L.Nptku•dMIM. li 411 IILiN II11 III Ili ill, tlll,lll ,illi 1111 II11 1 II IIII Ilii IIII I !I Ilfl IIII IIII IIII II11 fill 1111 III! III 111 lllf III{ IIII 1111 IIII ilii I: IIII !ill IIII'I!II'IIII Ilii 111{ ;III Ilii !III r 11 4 r LEoi9Rmr STRIP c mo (� � ► � I � I 1 Ianrn.r cm I' I 4 I 3'� I,. 10 I I I I e t 18 1e 0 21 22 R3 24 26 28 27 28 29 .. . . ,,,.,'PAF,,.,,.�.,.,,.,..,,.,ter,�,,,, ....-..,.,.n.-,r•..,.,A9n, '" 4• r ii ' ��: n NOW b4 1 N a lot J I 1 I 0 , ..,, _., m ,....,• .,r ..._._ b s tl;ti i `' �:, ....y +..rp"c.'t ....� .....-.. .. .. ,,'�i�'t S'''b'A.?b•��:.+'�t.L.a ,,.6?x,Jar, >_.�,:- , it 4 .a a Y Ib 1. 1 b 1 IR' I •• •• •• • • • • • 2 Ke notes :' _•: A4.1 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES / AND WALL SECTIONS �. THERMAL BREAK ALUMfNWO STOPEFAUNT :WITK:INSULATED GLAZING t - alar-til=ir rr a. a 3 a = t' I x'L 3;t T t•J i i 3. ALUMINUM STOREFRONT DOOR MILDREN DESIGN GROl1P P.C. 1 ]i IlrsrlTr. �a'•= ttazrl t-2 � L =1 ]"'a`I- �'ZY tt 'L`tlr�t � • r Ixit2ltxfixax at'L�xIaa=x1?I z r.. J�Jt ��+ ra i, z t[ r i?..ai4L 1'.��•�t z rr��i�i�iytzJ'z 3 �t4]�x+i T =i �� t it � reit t x to xz Ja ti`Tia lixT'T'ilT 3-ti t'It I3I'tiTi��ri,_: t* I r,, -r• t Y , , #�t ate J tirl-r rt t`a>i��= r��za�t x 3 4. STEEL PAN/CONCRETE TPE� STAIR ' ,r. -ri,T1 = r IriJ•r,x�rt.ltria xtzitatixta .ir :rll'rz� x 1 �T3'aT r x t .�Ltrttla-il. i r a t r r.:rc at -. r = 1=x + •• • . U011fE( I URE • SPA(T P1 ANNING (.1Ii'ITII�.�.��.�.��:��y� Iy11,'1�'1j'_,1y1 • It • • • A ,....w..•'„TT1"•` •"•'Ii� -_ _ _._ t 1 t i] .: .- _-__ ♦ • •Y! Y•• •Y • - a ] r i i=1 a • . . . • 7650 S.W. Beveland, Suite 120 li Iia .1 xtl 1. t 3-ta-.:i:Yl l.t:jlii -_ it ja - a a� yt 1. 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ALlMIN�UM STOREFRONT T • JO.,•O..R••� • :••. •:.•:•- •:...•' �:.•.�: ..�N0.111M11['„IIPV. •�MIHlIUILGIlE�THDDlSlRTEpppr'T ERfS C.O,`�N�•D��lEN ,ES1�UIIR•INID SGIIIP V��GIENIEI SD�ED C[r,A•_SAG[(f R`R CI~II\EGU R_P T/E \N. fEPR_ G.0 UJROI CAZPFON E-DDRYf UTIAN Y►R P—E •OA, EN _ �P-Y— C_ - _- .4. STEEL PAN/CONCRETE TREAD STAIR ARCHITEC"TURF IA(E 141/ VNlNG HUMIWM*L_ 750 S.W. Beveland, Suite 120 Tigard, Oregon 9722.3-9692 r it 1503124a-0x2 T� T, 'U U . xt3Ir 71)r West Elevation 4 8' 16' 32 3913 iTHOMA R III M1111 jTIIII�1111111T 111,, I t1itirijllit- 1 21 =t.ll1 �:r13 rIL 21' `tlO1 4114.1112 Ownel riril � I MLLR = lt=i=rL �Tl Development,\ !/ 1PnltH HH Hilil 11 T 1; iTTJUHIIIIII 11111111 0 T14915 SW72nd Suite 20O Tigard, Oregon07223 North Elevation Project: bb2--1 Beveland7l >> Bu I Id ings 0 4' 8' 16' 32 24.1 7155 Beveland LiliLull Willi 1111111 Ili 1111,111111IN1,1111111il Tigard, Oregon 3T=trTa3ir Hill Tx . c Trl Milltiffi LIT r B Ir ig o Ii r .riTTi? I TI hit ltrlL IVva T' l :,I T Hill IIIII)INIIIIIIIIIIIii Iirl, T- ITTili',:i ;i ,wr hi iY ai, x 8 �t la.i I.. ' i j. 1. i 1 Keynotes • : :: . : . . : . . . . 1. ROOF FRAMING - SEE STRUCTURAL 12. FUTURE SUSPENDED ACOUSTIC TILE CEILING WITH 26.HEAUER - SEE STRUCTURAL 2. FLOOR FRAMING -- SEE STRUCTURAL TENANT IMPROVEMENT 27.4 x 8 NOMINAL COMMON BRICK IN RUJININC BOND B1 . 3. RIGID INSULATION 13. FOOTING - SEE STRUCTURAL 28.4 x 12 NOM; JAL BRICK IN SOLDIER COURSE - 01 ;♦; -- •.. - 4. BUILT-UP ROOFING 14. ROOF SHEATHING -- SEE STRUCTURAL 29.8 x 8 x 4 CMU ' �•� 5. LADDER BY ELEVATOR MANUFACTURER 15. FLOOR SHEATHING - SEE STRUCTURAL 30.4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - 82 • MIl_[�1tEN Di SIGN GROUP, P.C. 6. ELEVATOR PIT - VERIFY REQUIREMENTS WITH ELEVATOR 16. STEEL HANDRAIL 31. 4 x 12. NOMINAL BRICK IN SOLDIER COURSE - 62'. :'. ;'„ :1RC11rrECI•URF. - SPACE PLANNING MANUFACTURER 17. STEEL GUARDRAIL 32.FINISH GRADE 7650 S.W. Beveland, Suite 120 3'-0" 7. ELEVATOR GUIDE RAIL AND SUPPORTS BY ELEVATOR 18. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR 33.COPING BRICK, CUT AS DIMENSIONED - B1 Tigard, Oregon 97223-8692 MANUFACTURER THICKNESS AND REINFORCING 34.SITE LINE LIMIT OF ROOFTOP MECHANICAL UNITS (503) 244-0552 8. ELEVATOR HOISTING SUPPORT -- VERIFY REQUIREMENTS WITH 19. A1_UMINUM STOREFRONT- WINDOW WITH OFFSET INSULATED GLAZING rl - / ELEVATOR MANUFACTURER 20.SCUPPER 9. VENT - VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER 21. DOWN SPOUT 10. THRESHOLD - VERIFY REQUIREMENTS WITH ELEVATOR 22.1NSULA FION PROTECTION BOARD MANUFACTURER 23.FLASHING ' 34 "\ 11. 1" GYPCRETE 2000 24.000NTER FLASHING �� ) 25.BRICK BEYOND A � o I C 4 C� 2% A 5.2 FYPICAI 6 4 3 4 023 - - A5.2 YA YPICAL TYPICAL . `- - - - - ! ,4 22 24 CN TYPICAL TYKN PICAL / - - - A5.2 I ! I _ _-- I i ____ - I Aw 00 A 5.2 •'� __ I I Vis. 'ti•f <.. ti•.,. - \ ----- -- �` `� 30 28 20 EE 3913 O1 I YPICAL �_ - _-.,_ - _ - - pG THOWA J. KB;Z 5 I -- - I _9) 27 .�1 , ---- •-�. 12 a �,e OF TYPICAL ,= ------ `` 21 '� 1 ! C - -' TYPICAL ' < I , I I W LIMMLL . 1 I I I I P2A _ to i I I 1.. Development, 25 _ 25 14915 S.W. 72nd Suite 200 Tigard, Oregon 97223 33 �" m m T YPICAL - i N P28 -- 16 I Proµ•r1 iI _ I 7155 Beveland - PTA /- PIA - 1 - 11 15 11 f5 `O T1 15 11 15 10 Bllll(Illl r"1 2f3 N � N7 - it v III 7155 Beveland I - m i g eg - -- Ir I ~� 31 P18 2 Pie t r I Shutt Title: IL, TYPICAL < - - 2 � f j' TYPICAL Wall - - _ )eC't e = e -1 33TI w w _: -_ to o, v, 0) Revisions: m ` - PIA - I I PIA � � I j w 18 --- i 32 3 p� I IM •:. O O d�0_-02 p V_ ly 0 o c . . 32 v o a u ok 0 o _ _ _ - 0 0 0 o I- - c' wi - ,IIS �I.. ��-II _ _ _ �I I-II S�'' ° o o :.. . •. I 1=1 I -I�-I II1�1 I , i i-I e I 1=i�1= I _ I MIIDREN DESIGN ()ROUP• P.C.• 2001• AEL I I-1 11-�-1 I I l - • I f RIGHTS RESERVED _ - _ - O O O O i- - -I O 1 ► • 'a. �� I IE I I I=LL17=1 1 I- -I ! -1 I-I I f �� I -III- o o ,{)o I 1-1( - I THESE DRAWINGS ARE TETE PROPERTY OF I-;-r�� i�.'' • O�1 ^_ T'E� -III-I O O (+ _ -�^I I - r __ MIIDREN DESIGN (ROUP. P.C.. AND ARE �� ► • �- I 1 --I i I -III- MI I I -!I I NOT TO RE USED OR REPROOII( D IN ANY I-III-III( -II--1 11-�I I--III I I- I-I 1 I•- I - -- I^I�!I( III-I I I 1-)I I- o O - 6 . f�~- MANNER, EXCEPT WITS! TW PRIOR WRITTEN ��---Y � -�- 1 I I -1 I I-�-I I -!I 1-1 I I-•I I 1-1 I I'-1' -I I!-1 I 1-1 I I-II I I--III- -I �1�.--I� _) �I I I� O • 1 �� ---- _ � �• -- PFRMISCION 0/ MILDREN DESIGN GROW. P.C. II _ _ _ Date: IH June 2004 10 13 T I I h� ° o r_I 117=1 1 I. --- A5.l_ 1=:1Drawn--- Drawn b Checked by: . . : rR ISI-ii --I I •: ,y :• ° = 1 i 'T'.9K r=11 =1 11=1 1-i i==iii-lil �l i -1_TI`I_T_) -TIS= Job Number --- 103317 �, 1A JA 11 -:-III-- I I ---,i I-I I c-_T::__ITi�-T�1 I•�-LTi-1 i I__I.1I__:•IT�111� 1 I.__-I 11=_�` Wall Section Wall Section 2 , .�QUI Section a Elevator Section TTI: A4BSI .1 h" = 1'-0" - A4.1 !" = 11-0" --- - -- - A4.1 %' = 1 -o __-_ _ _ ____� __ - _ --- - / 7 of 3� esu BS3 F3S; s �3uilding Permit Submittal - June 2004 A4. 1 - "' '��'� IIIIiI I 2'5 28 LE0181LRY STRIP }' I II 1 j pmcm t m 2 3 t9 g 9 IC) 1 I I2 I'4 IIB 1'7 TF1 19 20 21 22 23 24 2$ 20 27 28 29 30 r • , 1 I 1 bl 140NI • TOE w' k : 11 All t4 i , i " r +k qty�S. ' f• a y - .�k!F•oryyi i. ,j Kynotes� . :. ..• .• : : . 1. ROOF FRAMING SEE STRUCTURAL 16. S;,EL HANDRAIL 2 FLOOR FRAMING - SEE 'JTRUC1URAl 17. STEED GUARDRAIL .3. RIGID INSULA TION 18. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR • ' ' . . . . : . . . . . . THICKNESS AND REINFORCING • ... r J INSULATION PRONFCI ION BOARI) 19. ALUMINUM STOREFRON F WINDOW WITH OFFSET INSULATED CLAZING MILDREN DESIGN GROUP, P.C. { In), 4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - B1 20.FINISH GRADE ARCHITECTURE. • SPACE PI-ANNINL; • . 4 x 12 NOMINAL HRICK 1N SOLDIER COURSE - 01 21. FLASHING 7650 S.W. Beveland, Suite 120 8 8 x 8 x 4 CMU 22.COUN TER FLASHING "' ••• % % % %• Tigard, Oregon 97223-8692 9. 4 x 8 NOMINP, COMMON BRICK !N RUNNING BOND - 62 23.%" GYPSUM BOARD SOFFIT (503) 244-0&52 10. 4 x 12 NOMINAL BRICK IN SOLDIER COURSE - 62 24.SITE LINE LIMIT OF ROOFTOP MECHANICAL UNITS 3'-0" 11. 1" GYPCRETF 2000 25.%" TYPF_ "X" GYPSUM BOARD �- —� 12. FUTURE SUSPENDED ACOUSTIC TILE CEILING WITH 3'-0" 3'_-0" TENANT 1MPROVF-MENT FOOTING - SEE STRUCTURAL f 0 14. ROOF SHEATHING SFE STRUCTURAL 24 _ a _ V-) FLOOR 5HF_ATHING -- SEE STRUCTURAL I QA - 1 24 c) C prNC %k 0,D au 3913 •- ----- ------- --------- ----- -__--__--_------___--- - 8 � iHCAIA RIZ --3 ------------------- ao ---- yr CRS C, — i I - it �DISIMILAR PI9 LIMMLIER 00 - — . � a �-_ -� I _- ---- ----------- - __--_-- _ - - - ---- [fie\ e I c pm e n — ---- Cy) 1 L.L.C. 12 -- — --�_.—. --._ ---- .— ---�_—_- 14915 S.W. 72nd Suite 200 Fla Tigard, Oregon 97 223 19 I _ 17 (V J co _ 6 1'r() ct 7155 Beveland _ - -- ---- _— _ - 1 s L-- -- Buildings - - - -- --- _ J --- --- _ ------- -- —- --- PTA I I r 11 ' •' i I I I P2A 1 N 15 li 5 N LZHANDRAII_ 7155 Beveland — �--- — — — - I -- Tigard. Oregon IIIIIIIIIIIIIIN W Do tp � cV pp O -'Ilcul I Illi' ll a Sect 1011s 23 N00 / I 10 Go 12 G � j I 25 ^ ,� r------- - --- - — -- Revisions: I A w 7 PIA Or P2A P2A A5.5 + 18 = 8 l .�6. • . . .�. �. . Y► s i l • I •• . — "-_--i • t �•�— — .• i� '.•—r ' ?-7. ... s'i .- �. 1•'• �' i ' Z •c• 20 NILMTEN DESIGN EDCGROUP, P.C., 2001. ALL_7 r • " RIGHTS RESER. _ MILD" DESIGN CROUP, P.C., AND ARE a: G T-1 r _ THESE DRAWINGS ARE THE PROPERTY (K IO`C Q'' NOT TO BE USED OR REPRODUCED IN ANY p I l 1.�I •• —' PERMISSI(M OF MILDREN DESIGN CROUP, P(' I `�`' ' C- O0 MANNER, EXCEPT WITH THE PRIOR WRITTEN ti I� � i 13 0 0 0 0 - ' . -1 111= Date: 18 Jude 2004 I - I-1 I I=111— -- - I I -III- Drawn bv: checked by: IIS== I I I I I^III I!hI I!-1 TJ -r;lll=1 I I I I H11=1 I I- K III III-1-I'I—t I_ - r Job NunTbn 10. 317 k ' Wall Section 1 -0 µ Sheet of:: 8S2 f Building Permit Submittal - June 2004 A4.2 1 ,:_, ,�, - .:..�.. .-ate.... _........ ... ...�I.pu:i.�JY�.. - --. .�.«..r�....1.•p....--_... _ •�•...,......,.... 'Till IIII IIII III Il It 111,1, ,. i ..... _.._, - ,�'avra:.r:rt+m'r•;r�'.-:. ..;�yeCA�i--.,�,-'..;��:x�.lUtYw,N7,iN�!�1WHYT+!rM!ItMsara:771MWJ��1�''!i+-. � ..+n.eruevttiv .•, • � 1 If1 1 + + ,Iii II.I Illi 1!I1 Ilii IIII 111 ill! II11 IIII !111 IIII ni{ IIII I�tll�li'��i�ilu II,I� ' � II ,Ii'i'I�'•''1!I'Ilf III I I ;, i, l l I ; I'.. � . I 1 I lel l � I l 1 1 1 � 1 � LE��(STRIP �'ffl( , I 1, i I 1 f I I + I I ' I I I I I 1 I t I I i I+. ..II :Ilt ,III lilt ilii IIII Ilii IIII IIII 1111 IIII II11 IIII IiilJlil{11lIiIIIIIIIiIIIIIIIIIillllfillii •.i I y 7 10 if 12 13 14 I@ ly 18 IA 0 21 22 23 4 S 2e 27 28 29 30 ,r IOTmO.I�� 3 � 0 Y ry ip .-. ''tl � •� i mac.. tl. y '11 la v;Vy yl r!1.: t I I --- -- -- - 3" SMOOTH TROWELED JOINT •• � TYPICAL • . ..: A5. 1 - --'- BROOM FINISH --- ---- ---- _ ... - ----GROOVED BORDERS ON LEVEL ---- _., MILMEN DESIGN GROUP, PC. z I II SURFACE AT TOP OF RAMP __ ' .•: :•. • AK(-t UTEU'"I UNE' yf'Al'L PLANNING � I PER UBC SECTION 1109.16 _ - --- � '` "'0$0":ALUMINUM SIGN PLA TE7641! i �BLUE REFLECTIVE SHEETING 0 S.N Be~►eland, Salle 120 - STAMPED SLIP RESISTANT PATTERN (NET r y� 'regard, Oregon 97223--8602 f I PATTERN SHOWN) PER UBC SEC 1109.6 6" 7_��_ � 1 36 HIGH WHITE REFLECTIVE �J0;j1244-0552 LETTERS AND BORDER, BAKED J 6" CURB LEVEL WITH SURFACE ' PANXaIllo i ullxw PM'ol�T ENAMEL /ACCESSIBLE SIGNAGE k---ACCESSIBLE RAMP 1 OF ADJACENT SIDEWALK � -- rloul��TTo -y- 01151111 wol>tl[ -_ HANDICAP SYMBOL WHITE 4 PER STATE j WITH DETECTABLE WARNING, t - UP 11LN"1 —_______�--_,.__.,-___ ' 0116At1.615 WITH BLUE BACKGROUND 1 1 REQUIREMENTS I ,/j _ -------CONCRETE RAMP FLUSH _ _! 3-4" PAINT PAINT STRIPE / j// WITH ASPHALT I ''I - - In '"r VAN-A1c1%IBIf - - ---VAN ACCESSIBLE SIGN WHEI- 30' TMP. - - '�' REQUIRED - - 3" WIDE PAINT STRIPE TYPICAL- � ACCESSIBLE SYMHOL, ,� -4" PAINT STRIPES SLOP SLOPE z PAINTED PER I -- -- - �^-- -- - - GALVANIZED STEEL POST AT 2'-0' 0/C TYPICAL STATE REQUIREMENTS / / 'n 86= o i 4 I 3 A5.1 1. ALL ACCESSIBLE STRIPING % AND SIGNAGE TO COMPLY I ''`_PAVING--..• WALK AND CURB -WALK EVEN WITH 67 / \ % WITH ORDINANCE EVEN WITH PAVING TOP OF CURB - -- 1 / ORS 447.233. -WALK AND CURB / 2, ACCESSIBLE SIGN TO BE SLOPING / MOUNTED TO SIDE FOR VAN ACCESS LOCATIONS ' • • " ', AND MAY BE CENTERED -- FOR STANDARD ACCESSIBLE '_ " '_ " p • THOMJ91J3 KRIZ - - 9.,09, ----- 6'-0" STD. TMP. i SPACES. -�_ 1 -0 - 2'-8j" /k- • TYPICAL 8 ES BL VAN t 3. WHITE STRIPING PREFERRED - - tJ� UKF� ACCESSIBLE LOCATIONS • BLUE BACKGROUND AND BLUE Accessible Parkin Stall PAINTED CURB OPTIONAL 2 Accessible Sidewalk Ram 3 International Accessible S mbol -__—_-_ 4 Accessible Parkin Si a e ' ' c -- LAA-1, 0,9 i 5.1 15b4 5'1 1506 L 15b2 5'1 Ibb3 -------------ROUNDED CONCRETE TOP CROWN t RIBBON STYLE PIPE RACK � - -�_ - ALUMINUM �� LIMN1LEf� SEE SITE PLAN FOR NUMBER 090" LUMINL M SIGN PLATE OF SPACES WHITE BACKGROUND Development, --FINISH CONCRETE TO MATCH 1" HIGH BLUE LETTERS 1 ADJACENT WALK -� AND BORDER, BAKED ENAMEL -- t , BRICK WALL CAP --- 4"0 STD PIPE WITH -- - -- L.L.c. PARKING - ---- - (•2) #4 AT 48" O.C. IN BOND 1' CONCRETE FILL FOR BEAM - - --- #5 A T 48" O.C. VERTICAL CAR PO%S A5.' 14913 S." . 72nd Sulu• 200 axr - ----- ---- 4" CMU 'regard, Or(.ylm 97'2'2, to - -r - 00 -BRICK AND CMU VENEER ----- FINISH GRADE ti -- - I TO MATCH BUILDING (2) #4 AT 48" Q.C. !N BONO 7155 Bei-eland '- BEAM i - ---- --GALVANIZED STEEL POST #4 x CONT. Buildings I I CONCRETE FOOTING `O M = I f y D I i I #5 x 5'-0" 3'-099 , I I I I ! I I Tigard, Or ego n 6" CONCRETE SLAB WITH z I I #4 A T 24 O.C. EACH WAY 'I � T SLAB a s . n —� � I ---CONCRETE WALK - SEE SITE PLAN ry Sheet Title: f� -6"0 CONCRETE FOOTING I I Details 5 4` Bollard _________ s Bicycle Rack _ _ (__7� Carpool Parking Signage _ _8 Trash Enclosure Wall �(»�1._O -- 1»_.19_099 I9,_� 3 4"- 1'-099 _- ___- ----- ---- - 5.1 15c2 5.1 15el-1 5.1 1sb3a 5.1 DID --- - - - _ I Ill'\ 1�111t1 -- - BRI('K AND CMU VENEER \ --BRICK AND CMU VENEER TO 1 ,A ICH BUILDING TO MATCH BUILDING '\V\\ �- - -CYCLONE FENCE GATE WITH CEDAR SLATS 1 1MM A5.1 Ln \ ( ---CANE BOLTS FOR EACH LEAF ►11lDREN DESIG14 GROUP, P.c., 2004. Al_l RIGHTS RESERVED rHESE rRAWINGS ARE THE PROPERTY OF MILDRLN DESIGN GROUP, P C, AND ARE \` = NUT TO BE USED OR REPRODUCED IN ANY cp MANNER, EXCEPT WVH THE PRIOR WRITTEN — CYCLONE GATE _ L-_ — PERMISSION OF MIIDRFN DESIGN GROUP, PC. \ I CYCLONE GATE �' \ T SLAB - WITH CEDAR SLATS " WITH CEDAR SLATS /_--_- -- _ _ s Date: 18 June 2004 iZ \ \ - - -- - - .. .. ... ,� - - I Drawn by: Checked by: t rJh \ 4" BOLLARD I J - -4" BOLLARD -- -- - - - / SEE DETAIL 10,,3A5.1 ; SEE DETAIL 10/3A5.1 \- ---------PIPE SLEEVE-EMBED 4" Job Number 103317 1. Sheet Of: s Trash Enclosure t '1Q Trash Enclosure to 'Wall r Gate at Trash Er� aosure i `i F 3 o Wali I� '�"s 1.,0" - --.- __`.__._.---- - — 5.1 1�"=1'-0" ---- -- �- ---.-__.__--. 5.1 3/4 99=1'-o" - - -- ------- _ � ' 5t d11 d,2 �1 Buildin Permit Submittal June 2p04 ��. 1 I - - g � -. .. .; aa�r;rca;.'-rfrwMk,7nkwvs+�aar6Wpl►�iil�ypyi �Il�rklN�w^«.-. ' �.. ,2..,,yl.� ....a,. ::-TeM, "�!,!"^�--^ ",'..C.I.M1Mrt'MN?9ATTr4f•IW 1-,.i:�. 1:':.",.. ,]KM9•�,Mi}7/4. .. Yf�1�yL><.:=Mrli'�+if,.•Isv'14171 );: ,rt,,.:. - 1'. 4 111111!!1 tlli�llll illllliil Illl�lill III1'llll III II II Ilt II 1 IICIIUt Illllllll II{I�IIII Illiillll IIIIIIiI llill'r^"',jllll I'I II I'II!!'ilililiil ILII II11 ILII IIII IIII IIII IIII ll! i l.il'll IIII I':! I II I I i ' I I I I ( 1 + ! I I I IIII IIII IIII IIII 1 1 1 1 1 1 1 IIII . Cm0 1 V I I I � l � lillf � llllli ' lII LE��L�STRIP Its 11 12 13 14 IQ 1T 19 Ip 2lJ 21 22 23 24 25 28 $7 2!! Zp 30 t, 1 Omn�i tm 4 d b i. +:; 91 ti „ I 1116 lI I t 114114 I O r n 4 l { , vh' wow :,. p.T. 01 , `rye. h "4 n, l CONTINUOUS - FLANGES TO BE ' f CLEAT __- CR"OPED INTO BUILT UP ROOFING --- r SErMS WITH INSULATION PROTECTION GUARD -- FIBER CANT COUNTERFLA5HING CONU:"CTOR HEAD - CAP FLASHING ------CONT. SEALANT AT —STANDING SEAM JOINT RIGID INSULATION — — CAP FLASHING - -- �_T - BUILT UP 3 - - SINGLE CORNER SEAM —PREFORMED SHEET _-FASTENERS AT 2'-0" O ROOFING `'2 AND AT FLANGE/WALL METAL SCUPPER /C FLASHING --- --- -- MILDREN DESIGN GROUP, P.C. 2 X PE MAILER I WITH ALL JOINTS NEAR SIDE. CONTINUOUS ,` CLEAT FAR SIDE. CONTINUOUS CLEAT - WACE I'I.ANNING CONNECTION SOLDERED ARCt117TECMIM.' CONTINUOUS CLEAT _ ' ' 7650 S.W. Beveland, Suite 120 --- - METAL SCUPPER TO ------6" X 12" SCUPPER / � CC,UNTERFLASHING -- " Tigard, Oregon 97223-8692 -- EXTEND 4" BEYOND CANT i COUNTER FLASHING (503) 244-0552 — DECORATIVE METAL OG CONTINUOUS CLIP — I (PROVIDED BY ROOF MANI.'F.) CONTINUOUS CLEAT F}• - __ RAINWATER BASIN �.\ •,.•o' �- BUILT UP ROOF - - 12" X 12" X 8' FASTENERS— CONTINUOUS �,�� VENT - VF_R1FY '• .1 CLEAT — I = AT 1'-0" 0/C T F2 _QUIREME�J TS WITH 1 TAPER TO DOWNSPOUT ;' r---MASTIC MEMBRANE ROOF SHEATHING '�K1 2 X P.I. NAILER / FLASHING AT SCUPPER ELEVATOR MANUFACTURER SEE STRUCTURAL CONTINUOUS CLIP OVER ROOFING MEMBRANE BUILDING PAPER - SLOPE AS REQ'D._y UNDER MINERAL CAP -- ROOF FRAMING ' TO SCUPPER SHEET SEE STRUCTURAL SHEATHING - SEE STRUCTURAL -- - --- - `� FLASHING GYPSUM BOARD SOLDIER COURSE -•� I BUILDING PAPER .• INERAL CAP SHEET FIBER CANT -- 't - � •_ -- SHEATHING-,,,,, BUJ!_l UP ROOFING SOL COURSE -- ;. -'-'-� --- ` BRICK VENEER— \' CANT �� -- ----- DOUBLE CORNER SEAM AT LIP OF SCUPPER AND TOP PREFORMED SHEET - ------ OF RAINWATER �� METAL SCUPPER SET BRICK VENEER -- - BASIN \ = IN ROOF CECJ-NT �l 6X6 DOWNSPOUT MEMBRANE FLASHING i' Pie ROOF SHE A THIN ROOFING MEMBRANE NOMAS 1'3 IZ LI _ ROOF JOIST \ BASE SHEET ,` r i RIGID INSULATION ll1KE 0 , OR I OVERLAY BOARD Para et _ 2 Scupper 3__ Scupper Elevator 9 a ator Shaft Vent - OF 5. 'Y"_- '' "' ,� 1�"=1'-0" 5 •�"=1'-o,n -- -- 1,/n,=1'—onn ------ ---- -- I BS- 1 a2 dl 5' d3 1 Owner. UNIT MASONRY - SEE --- ROOF CANT - --- CONTINUOUS CLEAT SHIM FOR SLOPE — METAL COPING WALL SECTION FOR �_ RIGID INSULATION --- ROOF SHEATHING - BUILT UP ROOFING CAP FLASHING � 2 I M NI L.E R COURSE PATTERN --`- i � SE_ STRUCTURAL -- - I INSULATION PROTECTION BOARD INSULATION PROTECTION BOARD - SHIM FOR SLOPE _ BUILDING PAPER -- OVERLAP � \� P19 BUILT UP ROOFING -- - ROOF FRAMING RIGID INSULATION Develop lel7t, SEE STRUCTURAL f MEMBRANE FLASHING �`\ FLASHING ---�, ROOF SHEATHING '� - ' SEE STRUCTURAL MASTIC MEMBRANE � --•-� CONTINUOUS CLEAT -----�,,� L.L.C. FLASHING --- I ROOF FRAMING I �" GYPSUM - - CONTINUOUS CLEAT �. BOARD TO SEE STRUCTURAL_ '----- 2X P.T. NAILER � WOVEN MORTAR i f ` a SOLDIER COURSE - -- - EXTEND TO - SUSPENSION BATT - _ � GALVANIZED STEEL LINTEL I ' 10'--0" A.F,F. - ]y > _ - - --- .OLIN TER FLASHING 14915 S.W. 72nd Suite 200 t1 SHEATHING ANGLE, PAINT EXPOSED i SHEATHING SEE STRUCTURAL +}• -� Tigard, Oregon 97223 SURFACES - SEE STRUCTURAL _-- i '1 COUNTER _ASHING - CONTINUOUS BUILDING PAPER ' BATT INSULATION ------�-. i ,� i— � -�`�•� CLEAT HEADER - SEE STRUCTURAL \ ProKct- � GYPSUM BOARD - _ WEEP HOLE AT 24" 0/C -- - - -'_ �' --- SOLDIER SOLDIER COURSE r MASTIC MEMBRANE I1, - COURSE 71 JJ Bc -eland I SUSPENDED FLASHING I , CEILING WITH FIBER CANT ---� ' -- - - - FIBER CANT g i ld '11�7s FUTURE BUILT UP ROOFING - `'� - TENANT STAINLESS STEEL DRIP - - - IMPROVEMENT - ,�` I BUILT-UP MEMBRANE SET ON LINTEL AND �. - SOLDIER ROOFING ASSEMBLY ADHERED TO MEMBRANE / COURSE OVER RIGID INSULATION FLASHING �" GYPSUM i BOARD VENT - VE„FY BRICK VENEER — r �., REQUIREMEI�I S P 1 A _ - - BRICK VENEER 7 l5� Beveland STOREFRONT HEAD — SEALANT WITH ELEVATOR -- Tigard, Oregon MANUFACTURER Sheet Title: - Details 5 Window Head s Flashinat Penthouse Flashin- = 4 ^'enthouse 'a Para t 53 -3"=1'- 0” 5. '�~=1'-°~ 1h0~ — 5. -- BS- 1 bs3 bs3 BS3 �— INSULATION PROTECTION BOARD — BUILT UP ROOFING ' BUILDIN' PAPER -- OVERLAP BUILDING PA''ER - OVERLAP ; '' PIA RIGID INSULATION BALLAST AT LOW MEMBRANE FLASHING MEMBRANE FLASHING -"-- ; - - ROOF SHEATHING 1 ROOF ONLY - �� i SEC STRUCTURAL WOVEN MORTAR---- `-r_z CONCRETE MASONRY SUSPENSION BA TTUNIT WAINSCOT ''� � �� , FLASHING MASTIC MEMBFANE S LQ ARFLASHING j _ \ _ ---' -V-_-- GALVANIZED STEEL LL -- - -- ---- N TE(_ --`-- Rev inions: t STOREFRONT SILL -" .• i �- -'' 4' ANGLE, PAINT EXPOSED WOVEN MORTAR ' SURFACES - SEE STRUCTURAL > SEALANT SUSPENSION BF.TT =--- ' v24" RAL - - ---\ METAL SILL BY STOREFRONT - - - MANUFACTURER / i ~ FLASHING p \\ I ! STAINLESS STEEL DRIP SET ON LINTEL AND SEALANT �` y Q 9 I ADHERED TO MEMBRANE \ COPING BRICK ( -- - 1� --`-- FLASHING FIBER CANT - \` " i•- p I BUILT UP ROOFING ----� x- / -� GROUT SOLID I i INSULATION PROTECTION BOARD v GUTTER RIGID INSULATION METAL SOFFIT PANEL / SEE ROOF - 1 }, � MING FLASHING ,/ / i i .'—_�--- I I RIQIT4NRESERdED OUP. P C.• 20D1• ALL-- 1 SPANDREL PANEL ---�_•__�� ( - - THF SF DRAWINGS ARE THE PR41ERT v OF 1 METAL BREAK SHAPE MILDREN DESIGN GROUP, P c. AND ARE TO MATCH STOREFRONT NOT TO HE USED OR REPR ICED IN ANY _ C� I MANNER, EXCEPT WITH THE PRIOR VMITTEN PERMISSION OF MILDREN DESIGN GROUP• P.CPIA . �/ _ Uate: 18 June 2004 -- Q P -- Drawn by: Checked b y: I + / -- - ROOF SHEA THING Jh SEE STRUC7URAl_ P?_A < p p �L ROOF FRAMING - Jc�b Number: 103;117 l SEE STRUCTURAL Sheet of: s Window Sill to Foo - r Gutter Roof at Brick Veneer ��) �� 3 z- - __-- 12 es��'-o �A 5 --5 1�„_1,_ ------- -- ----- — -----_ _ — __----- - _. _-- EIS BS-2 Building Permit Submittal -- June 2404 A5.2 Bs-2 .. ..- ... ... . .,.,.•a6t41 ttl: .SYH4''W�•+tAfi'�Ph"�'Ixi. ` ..,._._.�.r.,,..,.,,.,,,n.. _._._.._........-_..��.._,.,,...n. . ....-_._ _ - .. .. .,.e.x:..,.. .. ._._.__.._... ,....w,..►+e....,.n,.N..e,",,,,u,.+r'+w.,u..+ 'A,4*CZ AIA*»••sM•IL L 14 Cm Iilllinll'illl�i'��Iyll�!ST11111111ilI Illilllll 111111111 11111111 1111111 I III 1lilt t11!II,I!I'tlllill:lil!! III';Iill ILII illi Itll I it a LEGIBIL TY STRIP T j I I I:i !'! 1�2 I�� 1�4 � `. LOT .itm IS 17 IS 19 20 21 22 S23 24 25 26 27 28 29 -1 � ', t � ' di ) � H3N1 • iOlrr r i I 1 i 1 y "I I, • n w I ' 1-11LDREN DESIGN GROUP, P.C. RUBBER CUPLER— na 111'rEC Il/NF. SPACE PI ANMM: SEALANT— —FINISH PLY 65o S.W. Beveland.Suite 120 STOREFRONT SILL -- x -A WF'HA7CH:,.SEE I Igard, Oregon97223-8692 STe1NLE55 STEEL— MINERAL CAP SHEET%'. —MEMBRANE FLASHING n1 - - �- DETAIL (503) 244-r5r METAL SILL BY STOREFRONT CLAMP / MANUFACTURER TAINLESS STEEL FLASHING - - -- - - - - -- _ BELOW SET IN FLASHING CAP SHEET T ROOF FIBER CANT - CEMENT OR HOT ASPHALT ///jjj _ (2, 2 % 6 FLASHING PLY _ _ 1 BALLAST / ? J/ � ENTER ANCHOR ON FRAMING BUILT UP ROOFING -..l � � ROOF HATCH _�- ROOF FELTS Q INSULATION PROTECTION BOARD RIGID INSULATION '� NAILER ' FIBER CANT W M RIGID DISULA710N . . . . _ . . .. . 3 UNG INTERPLIES o 4 0/C TYPICALT 1._0. z 2'-0" 33 t - -SASE SHEET I a F.B. )6 X 2 RAIL VERLAY BOARD V ROOF SHEATHING Wi IGID INSULATION -- PLYWOOD DECK — DOUBLE 2 x 6 a z R JA[ X 2 X 2 WITH ---- - T. NAILER (1) )}"0 EXPANSION ANCHOR ROOF SHEATHING CU�,S�13�' fjl i SEE STRUCTURAL / O�4 ,913 ROOF FRAMING 5 GG .-.IHOYA� IGKRIZ SEF "TRL.'7URAL —�' A13 A� WIl GO, Sill at 2nd Floor 2 Pipe Penetration 3 Roof Hatch a Ladder to Interior Wall - Elevation '��' of �� 5.3 0,2 -0 --- 1 d;b -°" -- -- 5.3 12o3-1- --- 5.3 h 2''-°' i ROOF STRUCTURE Owner. i ZIMMLER Development, L.L.C. ` STC CONNECTOR A7 24" 0/C, ALLOW NAIL IN TOP C TO SLIDE IN SLOT - ALTERNATE SIDES 14915 S.W. 72nd Suite 200 —SUSPENDED CEILING Tigard,Oregon 97223 F.O. )6 X 2 RAIL SEE DETAIL -- �E" GYPSUM BGARD Project: 1� i '-- R X6 X 2 X 9 A'i 46" O/C MAX. 7155 Beveland e )(6 X 2 X 2EE PLAN FOR WALL TYPE Buildings / WITH 36.0 LAG BOLI --S ----PT R WHEN ON CONCRETE --- 2 X BLOCKING i 7155 Beveland RUBBER BASE. TYPICAL Tigard,Oregon GYPSUM BOARD iMINIMMIMUMAIIIIIIIIIIIII --- Sheet Title: Detail, 5 Ladder to Interior Wall - Plan _ 6 Non-bearing Part;tion Wall 5. 50 0 — 5.3 3-=I'- SUSPENDED CEIWOOD STUDS LING ATC CONTRACTOR'S TIOR'S�SED, PROVIDE BLOCKING AT lowood xterior Wall with Brick Interior Wall with Gvpsum Board -- WATER RESISTANT AT PLUMBING WAt.LS PIA' . l • P2A: (UL DESIGN U305) STC 30-34 2}x 6 AT* GYPSU 690/C I )}" GYPSUM BOARD TYPE X R19 BATT INSULATION WITH VAPOR BARRIER 2 x 4 AT 16" 0/C - t PLYWOOD - SEE STRUCTURAL I %- GYPSUM BOARD TYPE X Hc�lunm BUILDING PAPER .. I 3' SOUND ATTENUATION BATT AIR GAP SEE STRUCTURAL FOR SHEAR WALL NOTES BRICK VENEER - CMU WAINSCOAT PELOW 2' _" A SEE STRUCTURAL FOR SHEAR WALL NOTES I • P28: (UL DESIGN U305) STC 30-14 %- GYPSUM BOARD TYPE % _ I 2x6AT 16" O/C - • RIB: )y" GYPSUM BOARD 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 - - • PLYWOOD - SEE STRUCTI;RAL I �, \' BUILDING PAPER AIR GAP 9RICK VENEER - CMV WAINSCOAT BELOW 2'-2" A.F.F. 1}" TEE STRUCTURAL FOR SHEAR WALL NOT'-S a I v. PZ. xaa, uu 11 RAA DIINMND9 ME INP I AND IV OY 04 10 6r LAD 1 12ppgx11x0 M .INV PIMNI. EMPT MIN INE 0iA, 1MIIIFN vcalrsaa a nlnRd aVaION aouv, v.c Date 18 June 2004 Drawn by: Checked by: tk TA Job Number: 103317 1 PWall pe 53 Wall Typee P2 sneer �1 3� of: P2 Building Permit Submittal - June 2004 A5.3 12 a O I 2 3 1 3 tl '1 B B 1 � iU 1 .2 13 la 20 21 22 '23 2a 25 26 21 28 29 3C a.M�..ww...+...R�---...--.._.,,,-...- '. T � wDNi • for . a .. _ s - .. ' Fy, k ru ;�. kl f i i �i • • A)42 I - A 4.2 SIMILAR • ' • I � _ _- ` _ f s_ MILUkkN UESIGN GROUP, P.C. I • 4 4'-311,," .. .. .. ARCHMCrURL • SPACE PLANNING - - _ -- - _ I t I I I 76;50 S.W. BevelwA Suite 120 I I '1'igard, Oregon 97223-8692 15031244-0,552 I I Ill 1 io I -� �76A i' 01 N ---- I I �►- ---+ I I I '��'' I I _ III I 1.� 913 t '] I ,_� .. ,• - _ .,. .._ .. I � � i III I • �IHOItAs�J, Rll ►-� � ---- � ' i • .: I 1 �. �, III I �K� • 4 -3Yp" - -a�"+ 4-3y2Y.. ' III AJ4.1 �'C 5*--0" �' l OF — SIMILAR - t-a II - - r--— � I I . t1 �. - .__. � � — II C+ ' S'-0" - I I Owner ' I ' - _ --- - - - - - - Z11` MLER 1 _ Buildin 2_ Main Stair Flan Second door • _ -,` Ue� ��lc��r�_�e►lt, ---___-- _ . ` .-' . I 3 Building 2 Main Stair an, Second door ---- - -- - �AS. 5 � -I'-0 ' 11112-2 A5.4 13111-2 L.L.C_ . BAR STOCK "2 Buildin 1 xterior Stair Plan, Second door ..___ � 9 , 8131 14915 S.W. 72nd Suite 200 y 5,4 -2 1 " 4 Building 2 Exterior Stair Plan Second Floor Tigard, Oregon 97223 -- ---- STANDARD HANDRAIL BRACKET, 5.4 f =1 U - 1�"0 U.D. STEEL PIPE RAIL, FASTEN THROUGH WALL TO BACKING _- _----,- tt 11132-2 ��- PAINTED �"0 O.D. STEEL PIPE RAIL, � ___ _-_ I ----T- PAINTED Pfnlect: - 1X"0 OD STD. STEEL PIPE _ Ke note A5.5 HANDRAIL TYPICAL ---_ ! ("C'" ti 5.4 ,� - BAR STOCK 1. TUBE STEEL COLUMN - SEE STRUCTURAL " JJ �� ` �' a l 2. METAL DECK LANDING - SEE STRUCTURAL 3. CONCRETE TOPPING ON METAL TREADS Buildings 4. TUBE STEEL STRINGER - SEE STRUCTURAL S. CONCRETE FOOTING - SEE STRUCTURAL 6. STEEL PIPE STEEL GUARDRAIL WITH 2"0 POSTS AND - --_--- TOP RAIL AND 1"0 INTERMEDIATE RAILS WITH 1•-0" ---- FLUSH END CAP WELD l x MAXIMUM 4" SPACING BETWEEN RAILS, PAINTED AND GRIN;) SMOOTH j�O % -- 7. 114"0 STEEL PIPE HANDRAIL, PAINTED 7155 Beveland '�'�� i� l � T ",," 8. SIDEWALK - 6 Tigard, Oregon 3"0 >, p MOUNTING R WITH - - I - - (4) FLATHEAD SCREWS I o + + WITH COUNTERSUNK HOLES 7-a 7 -- f [� I Sheet I11le: - =` -- -D" 7 Handrail Attachment o Details 5 Handrail Return _ 6 Typical Handrail --, _ 5• Half Size ---- -- �/ HOlt Sire _ 5B6 5D5 5b8 ---- -- - ----- 01 U0 00 V)LU _----`--__.___---CONCRETE WITH METAL. DECK V) vi I---PEMKO PLATE WITH SAFETY TREADS FIELD VERIFY LENGTH AND WIDTH f-----THRESHOLD AS SCHEDULED �H,4NDRAIL j T 'HANDRAIL iV 00 MIUMN DESIrm (AMP. P.C.. ?004 Al L ' • �i ID / i.= L--- �� / -'T4 1 RIGHTS RESERVED � Q -----5_�� THESE DRAIMINGS ARE THE PROPERTY OF MIIDRFN DESIGN CROUP, P C. AND ARE / / (/T (n � !_// C / — NOT TO RE USED OR REPRODUCED IN ANY —_-- W -- � �/� W MANNER, EXCEPT MATH THE PRIOR WpjITEN (n / PERMISSION OF MILDREN DESIGN GROUP, PC., V) - f I l/ Date: I!3 June 2004 -SEALANT w 1 �_—___ 5 5 Drawn by (checked h� - -_..^r - I-- 1 -BACKER ROD cD ✓s - - --- �- - ._._ - + _ - , ------STEEL . . . ,• -. TUBE -•! % < :> a . . ' � \ Job Number: 103317 SEE STRUCTURAL - Sheet n� Afetal Stair Se^tion _ s Metal Stair Section at Building 2 10Metal Stair Section ��- r�. d4 5. 586-2 5 586-, Building Permit Submittal -- ,dune 2004 A5.4 .. „-. ,.. -,,- .. ." ,_.: .: _.. , r .AdrfL MYi�t�na.a.a - _.. - .r;'.' - '.. - :.:._::_..._ -. ......rrm...+.-- `„^n+.wrw*..w.ww. .. - - ..r-, .. ..- ... +1►,. .. . ..... .. ... ..... .. .., ..1M� I '!i illrlll Iliilllll ILII rill 1111 Illi ILII III) II11 ILII ,III Lill illl ILII illli�l!I !� I ::;; ::;; � r r r t r nn ; r n. n �, ;r '. , ._ '"" ' 4 -.,-• LEOI!!lL.RY STRIP +1 10Mir ICM C I 1 I.?. a 16 17 1e 19 20 21 22 23 24 25 2(3 2 713 26 �'9 30 M. GI NON I =0T; 'tl 0 . + r , x� ! . J ..- i ,. .; .. .._ .. ,. . _.^'!M1'�IT Y•aFrM'•IIV,!.•••,+-iew.tinla...--- nn _ . r: ,.;'.til. ti v .::.,..... •-, ..•y„-..._ '• .' .. k t 1 A .? T �i 9 a " f3�+ 'n J 4 I 1 r., a Y •• - GAUX:UT I' DEEP - 211X14 KE`I' GENERAL bT�1�-Tl1BAL NOTES • • . . • : E RE Q-. _ • .. r�= + �+"".�-_._�,�• fes,�v� /�/�••�!� A� /�� L _ "�i�.��_':•._��E;"?�'R=�: • •.' • • • • r'r.., s9 • �vC ,tiE .A,FOOL" BUILDING COM, M91 ED,I��, AS AMENDED BY -,E r + • V • _ tiE_bOh «,E 4..E:. wE_D SrU06 B.,A.._ BE AUTOMATICALLY WELDED WITH THE sTGNDARD ECRU+F'1"!EN' 1N $T�ICiT r4C1-41QJ�dvCE �:1tT1r TNEiR MILDkEN DESIGN GROUP, P.C. RECD ENDGTIO►:6. `" GIRLS►+EG Rir�G �:.5f� - - ,y :rES-:sh CRITER ,:.: ARC}{�ECTUitE 5t'AL'E I'lANN1I'iG 4 CRt.B-+ED R�OC< 8.:.5E � DESIGN WAS BASED ON THE STREINGTH AND DE>`EC' C►. GR"ER .: OF '..E 9g7 � 76SO SAV. Beveland Suite 120 ..GvNEETE EXPANSION GUIN,A!b BMAL L BE '811'1PaOlY,i,EnGE-+4tL STUD A*IC+•101lA' OR ' ,AIFORr•'! BUILp.tiG CODE. '►� ADDITION TO THE :�E:.: _Ot. 5, '••E =OL_c.�.. NG ENGINEER APPRrJ'�ED EGUr,ALENT. Tigard,Oregon 97223-8692 LOADS ,.XRE u8?=D FOR DESIGN, UATH LIVE L0A. 5 REDUCE PER _5. g e$ _ ,.g. (SO 1) 244-OSS2 a4 SMOOTra ^✓Otl+EL x 2 -m" LONG ROOF: �5 PSI± CS►.�a., DR'F' tb S��Otlt: ON :�ESsGN ✓R< "�s5). ' S 1 Doe °' 3CG�E: •' • 1'-O•• 0 2'-C OIC c's W ASE AND IUR:.t' ALL STRt+CTURA� AND M 15CE__.SNE 0_5 3'E E_: :.5"' •.36 =� •3(.1tX'. P5 i UNLESS ONE END OR PLASTIC CO/ER NOTED OTHEMAJOE ONE END-,\ GLLOwABLE 60 _ BEARING PRESSURE. Bcc � =.55�."'E=.). Tb. COLUMN: e:STM Ab", GRADE 'S' '�■»6AW0 F'S'?. ALL DC-'S .48'"M A30I UNLESS NCrEC C'-�ERti�sE. 4 Y `. , SEISMIC: ZONE R 55 'SO!- PROF _E. '`'of :.. JA LDING. E'ER AUS 6TA►NDARDS. E�mxt ELECTRODE AND BY AWS QUALIFIED 1IEL.DERI& _ A1.L STE=__ S•-1ALL NA'A 5-� GOAT. ' _ - WIND: 8O "*fl•• . E: 05uRE B. 5 P$F ,.N.,.,`p-, NE' ',;PLIFr AT ROOF „O;$T$. ALL EROSE= STEEL BE-Ow FINISH CVRADE TO BE C04 ED OTN AGPWALTIC PAINT E_,' TI �s COtrDITIOhS: PRIG O BA0Q1_ILLR< '' T.M. RIPPED' CONSULTING ENGINLERS 4" CRL..�EC ROCK a,^.3E HE GONTRA.':''OR S«»GL_ � -E-Do VERIFY ALL EXI$TiNG GONDIT;C►r8 C "'!EN5 O".5 .:.ti's �ESIGIN, FABRICATION, AND ERECTION SENA._ 9E 'N :.ti,C:'�4DANGE LLNTH THE 'A18C C> ELEVATIONS " .-E C-0N-R:.G-OR SNAL.L NOTPY TEE AA#QCWITEC'iENG`IEER �� .:+�� IONTHE _DE64K FADRICAT CN _:.N0 70M 8W�9"et&M so �. 01$CREPANC .5 =Rd' GOFNDlTIONS Sr•+OIMI ON THE DRAWINGS PRIOR 'C '-__ 5':.iF- Cc �E�IFOR ftILDMGS. ILELDMG SHALL C-O►vFC4'•+ E2 E AWS CODTES^mac +��w GNC �a )rW�� O�1STRUCT i 01V JOINT T:g w,owc _s.:.5 -.ELDRVG nN BUILDING COWATRUICTION AND e-A: _ sE 3.1b MRv ..ti_E yrs(5aci)4f3'�ao 906-D2 SCALE: ��.' i'-p" %'-•ERtiISE NOTED. U��D'�C, S:+ALL !3E B`' AWE CER'r- ED WELDERS. Far(50©)4=!~•37=0 �'AC-ON-R�' CONDITIONS: AREGiUA,IFIED WELDING 'PROCEDURES GMS TO BE -5E:., UNLESS AWA CLIALPF1CAT•.ON Ex, T�►E CCh'R.:CTpR SINAL» 5E RE�N$'BLE FOR S''�?,.+CTURAL_ S' C,B�Tl' OF ?r.E 'NEW IA S'.JDI"fITTED TO T+�+E :.'w- 'E''' F ►y AIRSPACE r a C (ENGINEER PRIOR =AaBRICATIOk 8 DURING C:7vST1EJGT10N. '•4E STRLC'UIEE -^ 5-0,-N ON -WE DRAWINGS SAS BEEN DE64NE: FOR STABIL;T^r �hOER r-e FINAL trETAL bTtQ ION ONE,. L K,HT T: t CsAUGE mE A` S � S SkALL BE OF THE SIS GND 'YPE AS 6wOuN ON TETE i $U8r'!'TALS DRAWING6. '►$ METAL. STUDS SHAL BE MA�1t,PAr-''.1RED BY A MrMBER OF THE IIETA� STUD 1"1ANI FACTIIJRERS ASSOCIATION CMSMA). � `1tiD IIW1•.1a�IR PLAIN SHOP DRAWINGS SHALL BE SiJBMITTED TO THE ARC+-1fTECT.��MEER PR1UR TO / FABRICATION AND CONSTRUCTION RECsARpMG A..•. STRUCTURAL ITEMS, INCLUDING Fy•SmL'" P9 FGR '4 GA AND Ib G4 STUDS. 1„ TEiE FOLLOWMCs: F• •330" PS FM '8 GA. AND 20 G.G. STUDS. iK P.T. .x(� c. _L PLATE ua/ y / +� # C EMBED M (- U CONGRE'E M'X DESIGI.S CJ►.GR1r= AND M460tiR'� STEE:. RLFI►'Fti7RCNG, E►MDEDDED F,45TENNVG OF =OZONE'S 5►•. - BE WITH b SELF-DR1LL(NG a:2F.ti -N-ESS ta.sfl0 • 4'-O" O/C MAX UJ'10. 2xb STUD W.:.._ PER ��.:`, PLYIWO NO" REG IV STEEL ;'c^ ►, STMZ%R. .. 5-EEL, S_„ED-LAr-'!N4-ED BEAMS. AND I�REfGBRICATED NOTED OTMER.��$E JN --E -L- _ k JOISTS a. ..R.;w NCsB. T'E�iE STUDS !'il•1ALL BE SE.. R"'_Y M I 4 CT's: NEIN~~'+¢ ;CALL SOLID / AT $R"!. GOND. _- T , / WOOD JOSS AN0 TRL.•SEo. BOTH TEE TOP AN,C BC-OM TRACKS. Cs"'P81J'•1 WALL BOAR-, OR =_` 000 SkALL BE CsRA,i �:•._L E.IELOw �RADP LONG. SLAB, PER Pi-AN ?y _ .APPLIED TO EAG- =:.CE OF $'UD AND F.+STgIED LUITE� pR'Y�i 5'r'�..j5 .4T A � 71 IF E 5-•C� ./Rt..y�'vGs BEDIFCL FROM. OR ADO ?O ''-IE DESIC�v OF T«aE �� R:.C- R.._ MAXIMUM OF I •P C -N-ES6 NOTED OTI.IEI W eL CON=. SLAB, DR:.. NCaS '"'E` .�•+•+_L BE GLEAFiL.Y IDENTIFIED. GNY CHANGES 'O '»E 5'R;,G' 4.,� .. P.'. S., S'_:,TE W/ DQ tiG$ $"A_ :'3E SUBMITTED TO THE APIC411TECT/ENGI! EER AND .:♦RE i,_•E3.,E'=' 'O �'R`" I i I -D' ', • --� tiC'R 4� �SEE PLAN / SEE PLAN IQ'Ev'EW AND AGCEA':.`r,�.E OF TWE ENGM�EER g,��, � a . .� I TE L4/ LYMBER DE., sN S BASED ON TEE NA. 01s DESIGN 6PECIFIGATION, LA-ES- ;,,P: 6/30/06 EDITION. SAWN _.: BER S•NA,_L CO*1i'ORIM TO �5- COAST LUMSER INAPECTION �. • .:B., BEE ALAN ; /�CONTROL JOINT, :.ES<A DRAU NGS, S-+OP DRAWINGS, AND CALCULATIONS FOR THE DES;C,s', .�,:. DUREAU OR uae-E z` ,.COD PROD'+G'S -:SS'✓' ON GRAD MG RULEA. N.L L.LI•`'BER f i SEE :?~TAIL 1�81.� F<BRICATI>4 OF ITEMS T"T ARE DE604ED BY OT-+ERS, INCLUDNG NOT SPECIFICAiL` �.C'rD TO BEZ, ! JR 5=_"=R ALL WOOD M PERMANENT /) . L " G_R / PREFABRICATED WOOD JOISTS, WINDOW WALL, AND ALL O'••ER GLAZI G SYS-E~-5 -� CONTACT WITM GCr, .R= OR CI'1l� 5--:._,_ BE "� .R£ TREATED UTv_E°v$ AN AP's,^._;. 1,-` 11w > •6• b- FOOTING b' I -�--- SY-A-L BEAR THE SEAL AND 6C#1ATURE OF A S'RUCTURAL ='14N&ER REG!S-E '_:. :N DARPWJ R Ib PIADVi:.E:. E_ •, ., FR•+r°iMlb ._SaOQ „ -:ND ST'RLJC JRAL F:S'ENERS SHG._ �/( ' • - • _ - TETE S'GTE OF OREGON, AND 644ALL :'= ?" _ED TO --•E -: �itTECT/ENCsI'tEE►'i ..�. T _ s, • 1'-�• A i,'I�„ - PRIOR TO FABM'ICATION. DESIGN SE,,t•__ BE `3-'-SED OIN '-•E REGXUPWIENTS OF -WE AND OF O B --=S 5�$W $'RONG- C .�C�• 4VY COR ENGINEER �.AoRovED EOuAL% Z I 1!' l M L�R TME 6 ZE AND _ SEalXtly ON THE :R.,. `rCsS. ►+ANGER$ ' D m'-9" SEE f��:,ti + • t 199 UBC. BE SI`M1"OW 14U OF SIZE RECCt*'r�r�^�ED FOR ` E'S. ER AL_ FRA Wj t�,LS"LS �l , � I VC, R ------�. _ / (2) 45 DONT. -C+' EUF'• .5�'3 I 3' C-R. � - BE ,.a"r'tON NAILS. No BC.x N,aILB 4i.0uBD. 1J� v� O�►il'l E'Il t, SEE PL.♦41 REr%f. AT SHEARi.A.__ PRC-ES- N O, •'_ETE WORK FROF" =LOODNG DURING S'G'R'•9 OR OWER C.:-.-SE.5 G `�D o � T J T•_Cr2p u-_` BR:.GE OR Or,ERW'3E ARC-ECT ALL ST'2,_;',RES NOT b'.:B_= •:.G" tis' =��,�_ ANELS SNCL_ -.C►FOR!'1 O THE REGLIRErIEt4TS � '.s "R0 .CT i +� .r SEE $'LAIN : JR'_ _' ,R'NG CJNBT1RLiCTiCN TAKE ACI. ��ECE89ARY CAuTIONB 'O c��_'�- �_ PS I FOR CONST... ON AND NDUSTRIGI• PLYU� x0,, OR .:P,:, ARP-1B5 T - RF-C4e ZINCE STANDAR-,5. .N' ESG NOTED. PANELS SINAL_ BE .»PA Rr,'ED 5-_Q�qa- CE OF AND O PROPERLY DRARN '04E AR'EA6 PON U"C1-I GO*��v='_ 3 FOOT'?�1Cs SECTION G '-COQCs ��`iT iO BE ^a„RE DO NOT ALLOUJ WATER TO AGCUr1VLATE N EXCAVATIONS. -v a,,Gg PL`1'11JOOD MjSTAI•L,�TION SINAL BE IN CONFORMANCE WITH AP y«-'ER iE EXCAvA1PR!EVENT SOFTENING OF THE B•S>= =01,7=ORI;ONS. CONVEY QUA'=�F REM=�£D �C�"-VDATIONS. ALLOW 15" 6PACNG AT PANEL ENDS AND POWS, .NLESS m' FR0"" " +E Ex.,G✓A IONS AND RAINWATER I O 'E^"AORAR�" DRAN4C# DIT ES OR 0--4ER C'•-ER;. SC RECOMMENDED ,5Y -rwE PANIEL MA,&pACTURER l 441 S S,Vti',72nd.Suite 200 SCALE: moi" • I'-D" cJ .'ra BCe-03 SCALE: ! - �' T T STwt-C'URES OUTSIDE THE EXCAVATION LIMITS =OR 'HIS g'>Q.,G��, ca SUIRE --"AT Tigard,Oregon 97223 THE EXCA✓aTLON F'4£E =ROM GROUND WATER FCR '»E TME F-•- �- r`.^O= SHEATHING AND fx18-FLOORttiG 5-»t.Ll. t3E NSTAL.LE:. W '�+ FACE GRAi*i ,1 __ 'E+E 1•�:?ER'NG OAER;S''ONS WILL NOT ADVERSE-- E'�G' � �.. TOMGZT''F"ANTA� _ '�tiDiGW_AR TO 8U!°!°OFt'S ExGE•'' -:S �.DICA=_^. JPI THE ;.QGuhNGB. ROOF i '-� HE WOW N A PR�1=R XCAV TIO*.. MANNER R_�"'OVE _OL_ OR DISTIJR15E:. 5C _ 3--=_L'..*�G &WALL EITHER BE SOCKED, TONGUE-tom- SROCOVE -R --AVE EDG=B '+--- '✓~NEER YUALL, FROM THE v^"�7r"LJ ^.f EIGAVATIQ.�L FO�O� TINCsB 5-.:�_ BEAR ON Jit:'87.:23~'✓ �.�:^Q�D BY PLYCLIPS 5•-SEAR WALL 61-fEATWrWa 5+»:,__ BE B_f_-/_ WI?u 2X 24 !E'ER D=TAIL 3/SI.I>a NATIVE SOI_ OR ENG NEERED STIW--TURAL FILL. ='Q,, `Ki AT ALL PANEL E✓. 5. NAILING NOT SPECiF G• __`' :.E',.-_ _:. ON THE GONG. 5L AB, ' PER pLGN r 04 • : -0" O/C 124 I =:'z •'NGG SWAL.L CONF-OIe- UBC T:.BLE 23-11-D-1. WHERE COMPACT)= .:R'E.cs -!,RE D'9T�1►ZSED BY =INSTRUCTION OPERATIONS OR � 155 �e�-e I c7 n C� ADVERB~ WEA-4-ER =VER EXG4 /4'E Ara,^, BAGt�ILL WITM �" Mlle°JS GIE18-QED ROCK Cv-6ED LAMINATE= `E" B=Re 5•--=__ BE =..BR C..':: \ :;moi �+2"'.:tvGiE WITH u.3. ALT. TO AJS. 'a"♦xb�" _ ,_ � � I C.O�"t+'"ACTED ?O MM►*'>U"' � 4I�, OF ' Z :.R" DENSITY AS r EASURL:D BY GAS+-To r,BO. PRODUC' ST4NC--R✓ -5 >b 'S'T?�C'.4.,. �s_..E:. _:''''r..'EC -'-'SER' .;,tiD AMEIWJCAN MHN, E*'IEIED TE'+>wREADED GAB'-?N-PL '' �'�'a N�TI7U E OF !MBER .5'R:,G" Oti, _ 'G E•-C- �"T9ER -•.,__ SE:.R AN Buildings ROC: �iBltdG NILTI 'N� - ! I ^ et>= AITC OR :.=4- _S =ENTF)CATION • .!.RIC AND BE .-CGOM ANIED B- CERTIF-cATE MIX ..ESiGN- '�AARE :.ES!s*, "' XFS =� '=.�C- AE C:F C.CtiC�'>` F'ROPOR' O'� OF COwFOR'.:-%ACE. :T:E COAT OF E`�:. SEALER S"A4-L E" APPLIED ;'YR`TED!ATELY EPC%XY. f i_=ERE 4ra+E[v'1� o j - MIXES BY E1'-»ER _AF30R�♦'OR` 'RIAL B. C2 =-EL.^. E�£R:�C_ c'•-O�S ..r vG AFTER TRfrt'�MG M EIT»EQ SWOP OR >=;ELC. GL:�LAM E+�LNGERB NOT SrrKh.J•, 3�6t.LL �CT10N .R 2 C2) AT TOP MATERIALS TO BE E--_0-E:, ON T'HE I:2O FOR EACow CL-SS Oc s NCmE-E REO(.RED. BE ST'1PSOW EG. BEAP,*6 5-••._L BE VISUA.L`r _sRQ D WESTERN C E5 I, S+'E NDWS'R A,. I 21 'S CC"! 1!` M. W OF WALL FURNISH CERTIFIED RE�!aR'S OF EACH PRDA05ED MIX FOR E..0-» '` OF wOQ: OF GIRADE, 41,0 OF TWE S-RF G--- 'NDIC,aTED OF-Cur SEE p'_av I I _ TM18 SECTION. '+-�E %CN'R<Y~OR SHALL BUBF"'!'T CONCRETE ""• x .^.ESGN$ .�� X14 • 1' SE O/C EA µ • 1'-D" 0/1C EA WITH• TEST DATA AS REQ, RED, A MINR*I M OF TWO WEF+CB PQ OR 'C ='-••CNCa CU`1BMATiON t �� j WAP tSE I'-®" MIN. , WAY AT EA,FACE CONCRE''E. ,. '' ✓ ,i I LA AT GORr�ERS $�. S!mc Eg I 71 SS Beveland 1'-..i�' ♦ BLOCKLIIT, �• 8 i ADM( G' T ! E ;x►@xtc7'-1?J' W �O ADMIXTURES: R E1NTR"'N:N>Gs ADEN IN A r_ORDAriGE WITH AS' C:60 AN:, wt-'=_R- :A ^r -_ Tigard.Oregon ALL - V4 (SIMPLE SPArN) g ' I@EDUGIING AD" 'r";RE G:7NFd "'VG 'O G$^Yi age ;SED "N 5'R GCC•ORDt.hcCE ;,jr'.; SSE �''� ALL :L= • VS OF,'DF (CONTINUOUS OR CANTILEVER) ', ' � t' riON-$�•.RR.1C GRCX:' l I W 4 _ 4 CLR < GLR T'1E MAI�tFAC'jRE49 �2EATIOINS, *Y+A` BE 'NCOR'�'J4.1'ED N GONCRE'E G:?N E SLAB 1 J - ^ -.5 ..260 SWAL_ BE ARE".:-N✓:... .�� _000 JOISTS SHALL BE OF TEE SIZE A:,o T rPE b+-+o.Lh ON '-•E SEE PLAN _ GO►�OIR'1 MG T., f• ' I OfBIC�N MIXES .:.` G,le-E1vT�ctAMNG AGENT '*� �' �' Sheet Title: I� CON ,STOP 4 m„ O� USED IN CONCRE-E x", =OR EX'=Ri L� T e .. , • 0 I•_ I • OR ^�/�c r 0� AL BL.RFACE$ ExF'OBED 'C DR-4-Nis., ..N t- 'ARE,.. BY THE TR IS ,0 ST MACMILLAN COMPANY, OR AN I EA WAY 1LEAT►ER '-►E 4'"tC�.N' OF ENTRAINED AIR SHALL BE 5% - T% 15- v0_Lr,,E. =L` E�.Cs'NEER :.��'� �E= EOIYIAL. PRIOYC;E BRIDGING M CCNFOR'1ANCE WITH T.4E " • , _ i I I ( AS- °.�+AL_ 1v0` EyGcE.^. 15�k OF GE?"'E'vT CONTENT BY LLEICsE�T. •.•GN,F•:r'.� RESOP--ENDAT1ONS. �C 5'S AND BRIDGING SkALL Be CAPABLE OF V�'n `l'I-c�l Notes • • a L I -� �M CONGR£7E WORK v :.:.L GONFOR! TO .:CI 30'. RES'4'�G E _tiG _''LIFT NOTED ON '•-E DRAWINCA. ---E JO'ST MA _T R • .,CS 8 __ CZ 6'RENG'-E 5►.%._. BE SEEP. . VER,r- ED BY ST.JN= L� 28-DAY C`'_'NDER c5'S =£R •1.5"'• C c, SM s ' S '?_ AS REGiUIRED AA;,^ VERIFY THE �'RCaER INSTALLATION OF •' 3 .:`:; G'--AY _ BE ..S JC 4'3 's -rK - '.aE Ale;E•i1TEc /EWaNEER PRE'~..ti.,F.�•CTtJREO WOOD J018T t'U C'C U C d „ � FOL_' .k3 __ . �• AL e%t4I ES _ '-E CONSIDERED, PROVIDED THE ALTERK4t E 18 COMPATIBLE OTW, ••,�• lL-�a•e` '• I ! ~ HE _CA�= :.:_':.: '`, STIFP 66, D1r"ENSIONAL, AP-0 FIRE R4-N* RECUi1�NTS Details ll * NGS AND FOUR=A';OR _:LLA' r c•2 A' :8 D A`A'A: '"4x"' PO A_,."-"�- 3 OF THE PROJECT, AND 16 'CBO APPROVED. L J e L a i I S OR `-1IPRJ8 I 3' CI-R. L-- SEE PLAN FOR SIZE COORDiNAT La, � � MEGI�ANIGt� -'-�" ELEVATOR Si:P'AL!ER `' SLSB4: r c•32dC" F'S' i' '8 '>:`'S. '•• , ,,' �X"'Su7"' `�:-�"!�' PLUS OR "NUS ' 'rwE CONTw-4C'OR BRACE GOORDNATE SEISMIC RESTRAINTS OF ELEC'R1CAL TS COL. i SOOTING - G � _��yA I OFR F 1 T SEC_ �'N sL.EE✓ES OAE'r'`�GS :�:.. ' ..tiC C---ER E"BEDDED �T'EM$ NOT 3A-*0uN �, -WE AaSO 'iA- ,•.E o:,v! - ., GAL., PL;J'"tB'N!s. FIRE SI°R1*1CLER II•tACHNER"�', AND ABSOC 'E�. `mss ,1RTM TWE S'1RlJC'URE. ANY CONNECTIONS �O STR,�C JRE `NC' ran-a SCALE: s,�., ►'_0„ eoa-ae STRL±G"Y1�2S+L :�RA.'aG5 S.aG_� BE A�.�C B" THE S'R'JG^ORAL ENGINEER BE=✓+� CONFORr`1RVG '�. 5_re- METAL AND AIR GONDITIOINIINCs GON'Q.t•CTORS NATfONL .��•'O $G4LE: a/s • I -0, POUR;NG. SOO'D,u"5 ="'SE^�DC:� \ 4_-.py S-46- QVC' 15E .-t►I�sEQ -"AN ONE TwIF� A89C?r A'ICN :3*"�•G�u4), OR SP♦rG'FICGLL'+' DETAILED ^vR '»E ^'ErNiW1G�r. OF 'PHE '-+! E55 ---E E,_.:B :J�. S-+G�_ "vC- BE °aGCED CLOSER THAN ?«�E ENCINEERB D11 k4s.S. 4-44ALI BE DESIGNED BY Aril ENGNEER REGISTERE= ^r -"E �• I� D AI•FE ER5 Oti GE"v'`4. AROVIDE '. »A' E �: 4EX9`0ISED CONCRETE EDGES 9TG'{: C@EGO" -.� S�+ALL BE SUBM'TTE:. 'O T-•E :+IRCNITECT/ENGN,EER �+Q UNLESS Nc_EC :'+-+ER.- ��E. o 0 3' IN$f°EC'I ON: 31 REI''FO�NCa STEEL &"A.. :O►.m.�"' TO 677 ' 4615. GRADE bm ANC " DEFOR"ED SPECIAL I►r.�EG' C►•5 � ��CG'Ra:•+'vGF _ 3E_' CN ''P.' JF T 4E A�'FOR"' BARS, .�_E58 O-WERv1pE tiCTED. RE NFORCMG STEEL 'O BE WELDED SwALL CCNF0Rf- BUILDING CC:;E •k,:: ��_ C-1BLE SEC- 0'.3 Cc ---E I ;El- 440E BARS, J�•5 FLAN TO AA"•' �•"QJb �LDED WIRE: =ABRIS _4*4AL.L C•ONFO14- ?O AST" A8i 4ND A185. $AECIAL hvSAEC' �� '� 5E "E��`•E_ ?` -ti 'NDE�'ENDEN' 'E5"`rG COL J•1N °?ER FLAN a_AB0WATC;Z " E`-__-1 E� e l '-t OJ.E R =;_`� -E =.^.__OWNG AREAS OF .0W. _ AT TB 5xti REiTrfORC''vG S-EE_ S-+ALL BE DE-A QED IN Ar..•G:�Dt+NCE WIT'-1 .SC' 318- L.STES' >�T�\GOLUr"1N8 ED,T.ON "OE'�•'LS AND DE-AILING CON1CRLT'E R)='o�'�E•'E*1T'). a. 50 _S CCI`=c -S- �. -! _ �:-R'vCs 6,_RF :GES S►-.:�_ BE 'V�EC-ED B, '••E C2) RC7LL18 OF I;� IQ '�jxbxl'-D'' UJ/ l2) � `.- - NAILS • 6 C,'C, SIMPSON 'MGRS' r i 90'_8 ENG NEER � _R '= --o"SRE-E OILACE`VI-. STUD TO E+xi.+ PC�87 -, ''Y"�x5" Er�BE'D A.B. OR � RENFORC,'NG 5'EEL .�GLS �••IGVE F'RG ECTION .+�$ FOLLOWS: +-.OLDOWN. PER PLAN �y' �x3��" EMBED SII"ff''=.�ON B. C-1-INSRE-'_ `.:_ ,= tiG _ N.^ER -ES-S. SLLrP' 'ESTNG, AND REINFORCING. F TI TTN A1NC.4- R£� • S' O/C 46 / �DITIOW: r'Iri1MUh" C:OVF� 4" CMIU VENEER WALL SOLID CONCRETE CAST AGAINST AND PER"9ANENr&_' Eir"OSED 'O EAR--- G E:�Z.N5 JN AIvG•-CR AL AC EMEN? WWERE INDICA'ED ,N DRAWINGS. GROUT WALL BELOW GRADE - 3 C01"C•�TE EXPOSED TO EARTH AND tIEATWER: D. E�X` •4NCuOR m_A:E*�rIT. �- - CONC. SLAB, PER PLAN NOb '•aR0L*,w 40.18 BARS 2 E. STEE:. =ABRICATION AND ERECTION. 7 N10S BAR, 11131 OR D31 WIRE AND 61"ALLER - ,3 1 ' - _ _. FIELD WELDING. bnb R^9T _. ► I - "/� CO►JCRETE 'rCT ExPOSED 'C 1:,EA'uEIQ OR 1N GO�.'AG' 'w'"�+ EAR-w: •� )REN oEsia �. vc: ,•mss aESEJr�� p I --� NO 14 AND NO 10 ISA1� (STS $?�K�TI RAI. Od6ERVA O�iS: -�� oR•w•=s .r• *►E ++,R�►T� 1 9TIVS�C'LRAL ODBER✓A'!C►�•$ E�` 'i-IE ENGINEER OF RECORD OR AN APPOINTED -'4K MUMN oEsra o♦cx�a. PC_ orV I i NO." 13ARS AND SI^"AL�ER a; v [[[ a REPRESENTATIVE S"ALL BE REQ. QED AT TWE r-OLLOWN'IG TIMES DIMING 40' TO K USED cR aw a s+ Nvr CONS'RUCTION: rA�. EXCEPT r� r►E P'1" wtrTtm EDGE OF WALL .< BEAMS AND GOLU!`�►v9: RWTS" or w lwi)4 DESIGN aroap, v c OF'ENMG ABOVE PRIMAR" REI*F-ORCE*•�ENT, 'IES 3''RP 5 AND SF''R.SLS 'a AFTER THE ROOT 6"E4--•N6 AND ROOD STRf:I��s --•:3 BEEN MIQTALLED, PRIOR TO SI "R'� 'I'0� STAGGER SHEARI1JALi_ NA;LNG\,' Date: 6 dune 2004 '+OLCk71W. PER PLM( - AT FULL HE1CsE•IT 3x STUDS � < GOV£RINCs WI'>� ANY !-!A"'ER!A..3. ' CO►rG. F(�`TRNG, Drawn by: Checked bv: 4 =� PER DETAIL 3,191.IC AFTER THE r-LOOR SHEA'rWf4G AND =LOOR g-R,GPo'a�, -:-S BEEN INSTALLED. �O4 - TO COVERNG WIT-,-4AN- "ATFRIALS. ITS RtiT 1 T►IE CONTRACTOR SHALL NOTIFY THE ENGINEER 4, FOUR `9 F'RiOR 'C '� COMPLETION PC FO REG�U-RING S'TE OS9ERvA'rK*t )nh Number: 103317 y4 Sheet f: �OLDOLUN AT CORNER FLAN ri'*� FOOT INGS e"I ' ,gym SE � ON ' SCALE! 01 • 1'-®" 51.12' 90A- 3 SCALE- �,. • I 51 . 10 M ,.:.- :. ,�„wa,x. ;,,,,, , .„ ,� ''i -.9l!•:'.itia� ,x.,y..de��• •�I, c 11r, ' �t � .... ._ .._._......�.,-....-,..._...._:....,-..,.,•. ,.........:...,,..,wu•.,,,,.. + r �"4.` t NIA �. ..x n n F `� C1 ' , � 2 1. + �8 9 2C 21 22 23 24 28 28 c 28 e9 3.' / r u, t�,l pp w9K� :07L fi ,r r n F' , , r 5. r r I mmilli 1 11 ' 140 0 4 . k. ti Aa y yI ' ®TINGDULED NGI M:1MILDREN DESIGN GROUP, P.C. I! AIR W L LENGTH WIDTH DEPTH ONCi17UDINAL TRANSVERSE 'W' REINFORCING REINFORCING REMARKS "• _ ANCIIRECfUNF . 9'ACE PLANNING HOLDOIIµ PER PLAN A CONT. 2'-8" 1'-0" ER I (3)% CONT. ---- CENTiND,EItt WALL --- 7650 S.W. Beveland,Suite 120 2x6 STUD WDLL, PER PLAN 1,- --��—� Tigard,Oregon 97221-8692 ! Ltx6xm'-10" W/ (2) O l -0 l'-m„ 2" CENTER UNDER COLUMN (503) 244-0552 T6 COLUMN, PERPLAN M3" WIMP SIMPSONA1NC130R ROD, PER SCHEDULE ROGE-ALL 6111 W/0 ANCHOR& O R t1x4xO'-4" O 9'_�„ V.S.. I'-O" (4)9x3'-3" (4)•6x3'-3" CENTER UNDER COLU'1N STOREFRONT SYSTEM, W OR, 01C. „ !r'IplD AS. 0 D`I CONT. 2,_m„ 1'-m" (2)9 CONT. �T 'T PER PLAN • T' O/G 4" CM VENEER WALL &OLID O _.__ 1^YJ11 yrplY I 1" NON-S/31NNIC GROUT e CENTlR UNDER WALL GROUT WALL DELOW GRADE CONK. &LAD. P!R PLAN 0" l2)9zi'- iq 6" (2) 9x1'-6" CENTER UNDER COLUMNGON PLAN , 2'-m" 2'-m" I'- &•3 6-3" r-r' r9,9x1 _e„ 919x, _9„ T.M. RIPPEY CENTER UNDER COLUMNI CONSULTING ENGINEERS Ii1- ' 1it (2) v TRANSV. OVER 7!lDSu"Crew61r�&Ir.no FOOTING, Ph"(W 443H11111M—r-� PE a a' 1 �A� HOLDOWN SCHEDULE FewM4143-M CIONC.FOOTING, PER DETAIL 3/61.10 ND AD. • STUDS EMDEO SIMPSON ANCHOR DEEPx6" 9' fOLR a k (2J - 2x4 I _0GSTDI6 GLAD EDGSEE DEATIL 2/62.10 E! PLAN N710d 4" 6x6 SEE DEATIL 2/62.10 I FOOTING SECTION HD 4A 6x6 SEE DEATIL 2/82.10 �21 FOOTING SECTION �TNJt� ,:-0,. 2.10 aaa-a &GALE, b„ , V-0„ 10.1x0 NOTES: HOEDOWNS ARE SIMPSON STRONG TIE ANCHORS 2x4 6TU6S ARE MINIMIM, INCREASE TO 2x6 • 6" WALLS. ALL DOLTS AND TNIEADED RODS TO HAVE STANDARD iFOUNDATION �, �at3Y WASHERS' STUD& AND HOLDOUNS ARE TO DE CONTINUOUS 0 7UHN0� MUN ID SILL AND FODATION WALLS (THROUGH FLOOR STRUCTURE WHERE REQUIRED.) USE SIMPSON 606 11,"1 SCREWS. EXP: 6/30/06 i I -- ON'neC I ZIMMLER Development, L.L.C. , I 14915 S.W. 72nd,Suite 200 Tigard,Oregon 97223 1 2 9 4 Project — 26'-m' 15UILDNG Of 71 SS Beveland 1 FOUNDATION PLAN KEYNOTES: 2 I. 4" CONCRETE SLAD WITH P:fawe E6H RERFORCING OVER 6" COMPACTED GRAVEL Buildings TYP. 3 I DABS. II I I TYP. I 2. 2'-V"# DLOCKOUT AT COLUMN, TYPICAL. 11 9 E O 9 I O I 9 OOEE 9 3. SIMPSON '4DOB-SDS3' HOLOOLLN WITH 1b"# FOUNDATION ANCHOR ..... 4_.__---_ ______._ _ _ _ _ _ 4. SIMPSON HDI4A HIOLDOLLN WITH 6xb POST AND I I-Ip1¢ FOUNDATION ANC--� T---'-- - 715 veland ............... o--.___- S. SIMPSON 'PHOT' HOLDOUN WITH $"� FOUNDATION ANCHORS. 12 3 °t - v 1 Tigard,Oregon 3 - I I 4 T 3 3 3 3 I Opp. T i 1 -_ 4 1 1 6. SIMPSON 'HDIOA' HOLDOWN WITH 6x6 POST AND %"* FOUNDATION ANCHOR — 9 H'�D g 1 1 1. TO 6x&x44 COLUMN. _ — Sheet Title: Q , 9 9 I I 9 III 9 I S. TS 6x6xli COLUI —-—- O 9. TO 4x423/16 COLUMIH. Buildin # 1 ' J 6 " AND USE P.T. 2x10 SILL PLATE AT 9'4" STUD WALL. Foundation �;. 3 I0. INCREASE STEM WALL WIDTH TO 10 ' I © I © 6 1 r ,� 6' . DLA 11THICKENESD EDGE. 2 Plan h '. I lOp 6 12. DIDDER DESIGNED STEEL STAIRTyr�. 4 3 I 1 6 H 1 C.J. DENOTES CONSTRUCTION / CONTROL JOINT AT CONTRACTOR'S OPTION• PER © I 2 3 DETAIL 1/81.10 AND 2/81.10. ' B —�---- I L I 9 6 TYR L L -1 0 6 i _ .i 6 — & L _ jJe 4 3 n 6n �------ �TYP. ` I ----------== — _ L 1 YpMO OCAa P.O., t , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J .jars aEeErnta 1 7 O ME3 CM11M64 I1t 11E PxOP01Tr A D 6 1 l NOY�R urm°a RRPYowlsu Iz wrc � Y/.XIlR, UaTJr MM TIE MIOR IIRIrrE2 ' P[R11tlL01 fir NLRN 0010, 01011P, P.H`, 6 3 Date: 16June 2004 Gr_ Drawn by: Checked by: BUILDING 01 FOUNDATION PLAN STS RNr ., SCALE. N" , I'-O.. Job Number: _103317 Sheet If- S2. 10 f: S2. l U 9 r21 xxN,x1 s.a.eswaA, ul, t. llOMLTY*TRW CP 1 O1 to 11 fz I'3 Ia Ike I' Ie 19 20 21 -rz ze za 25 2e 27 ze ze�'' . . . _-- _. -_ -_ __ __--- --_"�—.._—. . _ .._._., .ry(p4r.r..,...w..,..- .r�..P..w..a.--.+•e.«.......... ...,.,,P,nntM,: i ''461 1 ! OI NOH, r 106 . 25X 1'f ll .j rte'U 'A , w .f si 6 r 9 ;1 l ••• • • ••• • • • • i STUD WALL SCHEDULE: HOLDOWN SCHEDULE C SHE WALL KEY •'• '•: : : ••; �""' - - - — ---- ---_ - - ----------- ----- - - —_—__ •.. P . BEARING WALLS ,k NON-BEARING WALLS ADJACENT TO OPENING ADJACENT TO OPENING Hp A.S. ♦ -STUDS EMBED SIMPSON ANCHOR ` ' '- - MILDREN DESIGN GROUP, (SUPPORTING JOISTS) r 4' 0" < 4'-0" _ _ _ - — '� _- ----� -- — ----___-- - -�_ - — -, _-- PHD2 �" (2) - 2X4 1'-0" SSTBIb / % WALL • •• •• ARC'IiITFC"I'UKL SPACE PI.ANNINV � %4EATHING_MATERIAL: • � � 7650 S.W. Beveland, Suitt- 120 HDQB 11r" (Z) - 2x - SEE DEATIL 2/82.1(4 I ■ 15/32" PI_YWD OR OSB ONE SIDE LENGTH OF W.;LL CO'/E [3 I igard,Oregon 9722 3-8692 SUPPORTING ROOF 2x6 STUDS • I'-4" O/C ?xb STUDS • I'-4" O/C (2) Zxb BEARING PLUS (l) 2x6 BEARING PLUS - - -- ? 1532 ' PLYWD OR OSB BOTH SIDES* BY KEY HATCHED LINE_ _ (503) 244.0552 LOAD ONLY l3) ?xb FULL HEIGHT (2) 2xb FULL HEIGHT HD10A 11►" bxb SEE DEATIL 2/52.10 BLOCK ALL EDGES OF W014A — 1" --bxb _- I -�--- _ SEE-DEATIL 2/82.10 PLYWOOD '-- - 2 F NAIL NG. ----- �.__-._._ _ -----.----r----- - - —_----- - -------- - 1 -- PLYWOOD - 10d COMMON FIELD NAILING • I'-0 O/C SUPPORTING FLOOR (?) Zxb STUDS • 1'-4 ' O/C 2xb STUDS • I'-4" O/C (3) 2xb BEARING PLUS (1) 2xb BEARING PLUG TYPICAL PLUS ROOF LOAD I (3) 2xb FULL HEIGHT (2) 2xb FULL HEIGHT NOTES: HOLDOWNS ARE SIMPSON STRONG TIE ANCHORS AWE 81UD8 AMINIMUM, INCREASE TO Zxb • b" WALLS. $ILL_E�A.�TENERS: ALL BOLTS AND THREADED RODS TO HAVE STANDARD Ib = 16d NAILS i WASHERS. STUDS AND HOLDOWNS Alai TO BE COtdTINUOUS 112 . 11/2"♦A.B. \ T.Ni. RI PPE Y STUD TO ALIGN WITH JOISTS. TO MUD SILL AND FCANDATION WALLS (THROUGH FLOOR % ■ %,,.p A.B. SILL FASTENER SF-ACING IN INCHES CONSULTING ENGINEERS STRUCTURE WHERE REQUIRED.) USE SIMPSON SDS 14"x3" SCREWS. �,a y,4"• A$. 7060 8W Brnivd 8M'01K BIIIs 100 '111111111`4 Or"m(7229 * NOTE: WHERE PANELS AFI£ APPLIED TO BOTH FACES OF WALL_ AND NAIL SPACING 11~ X90"S-3WO iS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL Far.(543)443-97070 ON U!'-rERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE 5rAGGERED FRAM!NG AT ADJOINING PANEL EDGES $HALL BE 3" NOMINAL AND NAILS 8r4ALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER ORkG I `7 ly 20. TUFRI EXP: 6/30/06 Ommer: ZIMMLLR - Developri L.L.C. 14915 S.W. 72nd, Suite 200 I igard,Oregon 97223 BUILOIN� «� 7155 Beveland SECOND FLOOR FRAMIWs PLAN KEYNOTES: r _ I. 1" GYP-CRETE 2000 TOPPINGSLAB. Buildings 4 1 TYP. AT(3/4 3 11 TYF=, 4 3 I 3 GRIP A 48 3 3. 2• A/4" T G PLYWOOD FLOOR SHEATHING, GLUED AND NAILED WITH Bd NA!LS. I • 6" O/C AT SUPPORTED PANEL EDGES AND 8d NAILS • 1'-0" O/C AT ;N'TER- MEDIATE SUPPORTS. I __ Pai GL SVt3 x1,31,- 15 TYP. 3. 22" TJW FLOOR JOISTS • 1'-4" O/C. 7155 Beveland 12 , jGL 51/0x131/2 GL 51/*x'. .2 �_ ---GL 5��x13t12 1 9 4. Wo JW FLOOR JO STS • 1 45y xl1 - - \ 12 . T 1 o/e. Tigard Oregon -- GL 51� xl2'r' 35. 14'' TJI/L90 FLOOR JOISTS • 1'-4" O/C WITH SIMPSON 'ITT414' HANGERS. 14 I 14 �» 3• b- 31MPSON 'MST148' FLOOR TIE STRAP. x Sheet Title: — 1 I 119 I I I -� 5 TYP, 1• 81MP80N 'M8Ti60' FLOOR TIE STRAP. • -- � - 1 � �3uildin� # 1 13 S. (1) S!N!PSON 'C818' x CO 'TINUOUS STRAPS ABOVE AND BELOW WALL OPENINGS. S. NOT USED. Second Floor i I GL L- 1 , .. , 3 I I I I I I I I I I I I I I I I I I ( 1 1 ,�' 1 ►0. NOT USE C r a rt 1 n s Plan OPEN I I I ( i I 18 11, bxb P067 TO ROOF WITH SIMPSON 'CCQ5-6 SD825' INVERTED B-4-0,E AND SIMPSON 9 'ECCQ5-6 SD825' GAP. 12. SIMPSON HU5.125' HANGER 1 I • ; la. GL 5L1axS HEADER r' 4 I; I I I �I 3. 1 � �� 14. T8 4x4x3/16 f'U8T TO RP,�F. 1 3 TYP. AT - GL s�4x311iz I GL b�i4x311it GL 6�ir.18 4148/ GRID 4 15. Zxb • I'-4" O/C WITH SIMP80N SKEWED 'LU828' HANG-sER'3 WHERE REQUIRcD. ----- Revisions: r b 16. (2) SIMPSON 'LST421' STRAP ACROSS T9 COLUMN AT WALL TOP PLATE SPLICE. ? 4 5 5 4 1 2> 11„1 Il. (1) 1324"xSI/4" TI^'IBERSTRAND 'LSL 15E' STUDS • 1'-4" O/C AT TWO STORI WALL �4 24 3. 3,1 I - —-' _-_ _ ADJACENT TO STAIRS. 6 1, 21 18. (3) FULL HEIGHT PLUS (U TRIMMER 1'•24"xel/4" TIMBERSTRAND 'LSL 15E' STUDS 1 ADJACENT TO OPENING. C=/ I I ? IIS TJI/L65 FLOOR JOISTS • 1'-4" O/C WITH SIMPSON ITT311.88 +,'ANGERS. 1 1-4- 1 1 I� I I I I I I I I I I I I I I I 4 I I 1 I I I I I I I 1 1 1 1 1 1 �N I 1 I I 1 3• 20. GL 31%x12 WITH SIMP60N 'HW HANGERS. 1 I 2 .• I) N�1 21. (3) BEARING ST I UDS N WALL BELOW GL. BEAM. 1 ? :•r 1 3• :wii: NOTE: FLOOR TIE STRAPS SHOWN OCCUR AT SECOND FLOOR LEVEL. J MgDKN DESIGN P. P C, 2004, AI I. RIGHTS RESERVED ------ --- -- THESE DRAWINGS ARE THE FROPERIY OF TS 12x6x�►1► GL 54bx12 t8 12xbx� -v- MANNER, EXCEPT WITH THE PRIOR WRITTEN y MILDREN DESIGN ,POOP, P.C., AND ARE I 1[o Ib 11Ib 16 \ NOT TU K USED OR REPRODUCED IN ANr 3 TYP. 3 TYP. b' J-6 B PERMISSION OF MMOREN DESIGN GROUP, P.C. q C3114 3 Date: 16]Line 2004 TYP. TYP. AT4+3 GRID C 3 Drawn by: (_'hacked h$ STS RN f ESU I L D I NCS "1 SECOND FLOOR FRAMING INCA F'L AN (FIRST r-LOOK WALLS BELOW) Job Number: SCALE: lks" Sheet of: 4 S2. 11 9 MP K>h N AME Ae•e1•nd buMdM� �t t r. - 'filtlt INI 1211 It!?jII�i1?I 1 !Ilf 1131 11 11!11 III' tII�I;I{!r n• +'u 1 1 ! I ( +II IIII!!1111 Ifjllltltttl',111111IIIli 111 (I I"I r LEGIBILITY STRIP r ► 2 a 5 _ I I !'a t 1 I a I s I e I's a l 2 2 ( I I ti 2 3 �4 25 26 27 2e 29 :7 U 14 1 1 Cr i PONE �y7 0L Q 1 0 I. Y .. . I I I 4 j v' lv r ' I ...1. , r r I $HEAR WALL KEY j MILDREN DESIGN GROUP, P.C. 1RCHITECTUNF. • SPACE PUNNING 76SO S.W.Beveland,Suite 120 SHEATHING MATERIAL LENGTH OF WALL LOVEF�C7 Tigard,Oregon 97223-R692 . 15/32" PLYWp OR OSB ONE SIDE BY KEY '. HATCHED LINE g g 2 + IS/32" PLYWD OR 065 BOTH SIDES* (SO 1)244-OSS2 BLOCK ALL EDGES OF Fr GF NAZI INY, PLYWOOD PLYWOOD - 100 COMMON FIELD NAILING • I'-0" O/C TYPICAL $I FA8 FIPB_ -- y l i i i ar 16 i6d NAILS • ,".A». T.M. HIPPEY % 11%# AB. SILL FASTENER SPACING IN INCHES ( ONSULTING ENGINEERS t. . +�"♦ AB. 763D SN BrRY,d SI'art S.Y 100 T r4 Orem 77127 • NOTE: WHERE PANELS ARE APPLIED TO 1501H FACES OF WALL AN,7 NAIL SPACING Fr'(300)4/3-390 M IS LESS THAN 6" ON CENTER ON EITHER SIDE. PANEL JOINTS 6HALL 2gE OFFSET TO FALL Falr(300)443-0100 ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS O,4 EACH SIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SHALL BE STY_,GERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER / LS/ ,i.'Ieo i TOpt�� EXP: 6/30/06 _ I 1 Owner: ZIMMLER Development, L.L.C. 1491 S S.W.72nd,Suite 200 Tigard,Oregon 97223 01 e 3 4 Projem i BUILDING N 7155 Beveland ROOF FRAMING PLAN KEYNOTES: Buildings I. 15132" PLYWOOD OR OSB ROOF SHEATHING SPAN RATING 32/16 NAILED WITH E_ I TY". AT I 3 6 Bd r' 6" O/C AT SUPPORTED PANEL EDGES AND SQ • I'-0" O/C AT INTER- TYP. .;RID A ;6 3 MEDT ATE SUPPORTS, TYP,011, 1 7 TYP 2. (2) BEARING STUDS PLUS (2)FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. _ 4 I 2 TYP. 3. (1) SEARING STUD PLUS (2)FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. 71 SS Beveland G1. 5'/.x12 GL B4bx'2 GL "x12A 7I 4. (1) SIMP&ON 'CBIS' x CONTINUOUS STRAP ABOVE AND BELOW WALL OPENING, Tigard,OregonGL �xC - _ rx T / I 9 S. 16" TJI/H90 ROOF JOISTS • 2'-S" O/C WITH SIFIPSON TMIT416' HANGERS. T fCt � 1 TYP. 6. 14" iJl/L68 ROOF JOISTS . 2'-8" O/C WITH SIMPSON 'ITT314' NANC ERS. Sheet Title: f L^ I •II I ' I ° eJ ' ,. 2x9 • 2'-0" o/c. Building # 1 v to I e.. (2) 2x6 S. PROVIDE (2) SIMPSON 'HS' ANCHORS AT BUILT-UP STUD COLUMN TO ROOF, SEE 2/94.10, Roof Framing 6 I I I I I I I I I I I I I I I I I ► Plan __ • I I 16 � 4 __— + _ GL Vbx22t,) GL SIax221y G'. 9' 2'h B _ _ b 4 C R R•I67)0' CAMBER R-1600' CAMBER TYP, AtI 4 3 3 GRID 1 N, 4 I 3 TYP, Ai _•,P� 3 I b 3 GRID 4 3 1 N I__ 2 2 u1 UR1:N X," PC.. 100., MI TYP. "E7 xsu�rD_� _ —. - _1 eHFY MAlIM05 Mr rNr AIO[RlY C. NI;pP,N 0x910, OxRW, V C.. Np Mr T9 i2x6x3/16 GL:5�bx!S�7_ TS 12x6x3/16 No 1 T /wr Y•NNrn, E11fSDi 111tH TIME PRIM 1WITT" RRYISMM M YRLR,I 01 l W . I,C TYP. TYP. rrp. bare:_ 16 June 2004 TYP. C 1 6 I Drawn h Checked b GRID C 16 6 Y- Y° STS RNT BUILDING 01 ROOF FRAMING PLAN (SEOCNDFLOOR WALLS BELOW) Job Number, 103317 OF .� ' SCALE: tti" I'•0Sheet nF." f S2.12 9 t rMI1 Flr N+M,Mn11+A6Y1a7, +III '. yy. l ••-.'T14E�. Al�,•I'Ti•,t:. ., � ...r �.+�.YI+R'.. —... _ _ -- ' -d'lt+'1x'r...hrr...o..v urYao•4.4h�wv.++r•+(i,•+N•+.vaw r: Q i 10I II I IIII i i l0n0.i c+ 1 2 1 6 6 � 8 10 iii 12 3 Is le 17 !S io 20 21 22 23 2a 20 2E 21 2P 39 30 1 . •'•; - p t NONI Oa y .1 .0 .1 11 I ff��tt��1111,�i I l �Nll�Irll�l: 1 O. 511 I M1 rte g � w y v i1�A.1 l ,1 1 t ! i1 1 • •• •• •• • • • • •• • • ••• • • • • • • • • • • FOOTIWS SGWEDULE BUILDINCs 02• O LENGTH WIDTH DEPTH LONGITUDINAL TR,4N-A',/ER✓E `• P.C. L _-�• 'p. REINFORclt� REI! FORC-Ire REMA� MILDREN DESIGN GROUP, ( -- --- ---- — - - ,kN IiIJEC71IRE - ',;PACE PLANNING A CONT. 2 -9' (3) S - CONT. ---- ; CENfiP-R UN RR - - h50 S.W. Beveland,Suite 120 I igard,Oregon 9722 3-802 -2" l8) Sxb'-h" (8) Sxb'-b CEN1EA'UNDER C:OLUMty - --- - (SO;1 244-0952 (4) '5x3'-3" (4) Sx3 -3" CENTER UNDER COLUMN 0 CONT. 2'-QJ" I'-0" (2) S CONT ---- A CENTER UNDER WALL - O1'-a" 2'-0" 1'-0" l2) •4x!'-b' (2) 04x1'-6" CENTER UNDER COLUMN -----^ ._. T.M. RIPPEY ('ONSULTING ENGINEERS 7060 911!1 Be, W64 sub 100 Tipitrd C►'wo^V?13 Phone(51M)443-3900 Fu(500)413-37'OU NOLDOI.tJN SCHEDULE � HD 7Q$. • STUDS "EMBED SIMPSON ANCHOR PHD2 +b" (2) - 2x4 ' I'-m" SP,Tp16 I "Doe "•b" (2) - 2x SEE DEA*;' 2/62.10 HDiOA � 6xb --1 _ SEE DEATIL 2/82.10 �I� / (I HD14A 1" bx6 SEE DEATIL 2/5210 vp+ NOTES: HOLDOWNS ARE SIMPSON STRONG TIE ANCHORS tol -11:71zo I 2x4 STUDS ARE `11NIMll"", INCREASE TO 2xb s 6 ' WALLS.ALL BOLTSANLL THREADED RODS TO HAVE STANDARD WASHERS. STUD$ AND HOEDOWNSARE TO BE CONTINUOUS jly TUR TO MUD SILL AND FOUNDATION WALLS (THROUGI.1 FLO(O' STRUCTURE W►4ERE REQUIRED.) USE SIMPSON SDS '/4' x3" SCREWS. E XP: f1/30/06 i i I��n<•r: ZIMMLER Development, L.L.C. 1491 S S.W. 72nd, Suite 200 Tigard,Oregon I'rtljl:�L t: � -- + BUILDING 0271 55 Beveland 1 2 3 4 FOUNDATION PLAN KEYNOTES: —_ 63 -4• — _.--- _— I. 4'' CONCRETE SLAB WITH FIBREf"'i='3+-+ REII�OC!NG OVER 6' COMPLLGTED GR�.'.c;- Buildings 21'-1�' 21'-1�' 2 I .I�• I BASE. 2. 2'-C"• BLC�OUT AT COLUMN, TYPICAL. 3. SIMPSON 'HDI-28-9093' HOLDOWN WITH 4"0 FOUNDATION ANCHOR 4. SIMPSON HD!4A' HOLDOWN WITH 6xb POST AND 1"e !=OUNDATION ANCHOR. I I i 1 I 71 SS Revc�land .� 0, 5. SIMPSON 'PHD2' HOLDOWN WITH %''0 FOUNDATION ANC+-40R. Tigard,Oregon O / 6. SIMPSON 'HD10A' HOLDrX N WITH 6x6 POST AND ,b"• FOUNDATION ANGOR. ' A — — ----' — — -- — — — — — — — — �— --- — — — — — — Z. TS bxbx'-.r COLUMN. ``1•<•1•t 1 itll•:-- --_ -S. T55x5x3/16COLUMN. . �� .FIF ' I Building J #2 9. TS 4x4x3i16 COLUMN. - _ I Foundation 10. TNICJCENED SLAB EDGE. 3 u' I I — I !1. SIMP90N HD10' HOLDOWN WITH (3) STUDS AND 'ti a FOUNDATION ANCHOR T ' I Flan I T1'P. I 1_ � CJ. � � _.-- -----_ _- __-- _ -- _ �—_— —_ 12. BIDDER DESIGNED STEEL STAIR CJ U 1.1 C.J. DENOTES CONSTRUCTION ' CCNTROL JOINT AT CONTRACTOR'S OPTION, PER I 11 TYP. DETAIL I/SUO AND :xvvisions: L _ J g L — J D d � I 1 i 1 8 --_- ---- ------ -- -_ —t - _-- - I , t OE I , I I 4 0 I I ,2 L — — -- 7—+ -- I VILDREN DESIGN G.7O11P, P C., 2004• All. gIGHtS RESERVEDCC) — � THESE DRAWVM ARE TME PR(WEPTY OF ��/ CA, (/E�) MUA" DESIGN GROUP, PC.. AM ARE �c� 3 J _ 3 v O \ u 4nNER.�E z�T WITH 1�(1RD WRf AN r C3 `J 4 4 �'rRMISSION OF MILD$" DESIGN Gf+OUp-P"c. 2 3 I Date: ---- 16)one 2(104 L 1. 2 _ 4 P. T r. Drawn by: Checked bv: STS RNT BUILDING 02 FOUNDATION FLAN t '—" Job Number: 103317 SCALE: Sheet o f of- �Y S2. 13 • 'P I+ao 19 IMM N`11 �A11 M..And h'�� 4111 x ne , ^O,f"�' n-•rqt. ......,'w'MMIMaTh'e+nx,nW' ...,....... .x,a••n.p,•n. ,armi.. yM`9�4Me1MN,'>11N�-1'F'�i.t (y, .�I ,,.., ;,�, NtP .- - : -" \1�,1kYL•.'r.i4' .. •„.p..., `}µCI�YP.N',V��9,.:e`1.- . � '+ '�MYi. '1 1�fC�i.Y�:1NT.IM�'N• , i Cmc r 111{i!��I'I',li!I I: tl illl ,� �It�IfH I 1 ififff i i IT)I;tt IC 3 a I I Clt fl 1I .: t a 1 � + � ;, I O wnvi e�cet � I v I f 1 2 13 1 4 16 17 to f 2 2 2 3 24 25 'S /r 1a v J i h {.4' Ys IaJ.: M ey... f I 1 I, I ( STUD WALL SCHEDULE: HOLDOWN SCHEDULE SHEAR WALL KEY BEARING W4LL6 * NON-BEARMG WALLS ADJACENT TO OPENING ADJACENT TO OPENING -- '•• •.. MILDREN DESIGN GROUP, P.C. (SUPPORTING JOIDT6) > 4'-0" < 4'-0" HD AD. a STUDS EDGED DIMPDON 4NG110R 7.1. WALL nxINRFLTLHE srAcs PLANNING PHD7 �►" (7) - 7x4 I'-0" 88TDK ti&AT111NC• MATERIAL 76SO S.W. Bevetand,l-uite 120 HDO0 T6" (7) - 2x DEE DEATIL 7/8730 1 • 15/32" PLYWD OR OBB ONE SIDE4TN *L, "OvEREDTigard,Oregon 97221-8692 SUPPORTING ROOF 2x6 STUDS a I'-4" OK• 2x.6 STUDS a I'-4" O/C (2)2xb BEARI (Il 2xb BEARING PLUS Hp10d 7►" 6x6 DEC DEATH_ 7/87.10 2 15/37" PLTWD OR OBB BOTw BIDED1@Y 6 WATCHED LINE (5031244-OSS2 LOAD ONLY (!) 2xb FULL HEIGHT (2) 7xb FULL HEICWT BLOCK 4L EDGED OFi HDI4A 1" DEE DEATIL 7/52.10 PLYWOOD JUYWIOOD - 10d COMMON FIELD ILING 1'-0" O/C TYPICAL SUPPORTING FLOOR (2) 2x6 STUDS a I 4" O/C 2xb STUDS a 1'-4" O/G (1)2xb DEARING PLUS (I) 2xb BEARING PLUSPLUS ROOF LOAD (3)7x6 FULL HEIGHT (2) 7x6 FULL HEIGHT NOTES: HOLDOUN6 ARE SIMP60N STRONG TIE ANCHOR2x4 STUDIO ARE MINIMUM, INCREASE TO 2x6 ab" WALLS SILL FASTENERSALL BOLTS AND THREADED RODS TO HAVE STANDARD K 160 NAILS WASHERS. STUDS AND HOLDOJNS ARE TO BE CONTINUOUS 1 • f"GAB T.M. RIPPEY TO MUD BILL AND FOWDATION WALLS (THRgXiI FLOOR k K"G AB. L FASTENER SPACINGN INC•STUD r0 ALIGN WTw 301878. '(E8 CONSULTING ENGINEERS STRUCTURE WHERE REQUIRED 1 USE SIMPSON SDIO 'y"x3" SCREWS. Gy • Gy"• AB. 7M SW A I SMI SKF IID Tyne Oram 97M t' • NOTE WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL SPACING B LESS THAN 6" ON CENTER ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL Fax ('J9))443- 004 DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES BNALL BE 3NOMINAL AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER IN � . TUR FkP. 6/30/06 I I ZIMMLER Development, L.L.C. 1491 S S.W.72nd,Suite 200 Tigard,Oregon 97223 - suiLD�r .� 7155 Beveland 1 2 4 SECOND FLOOR r-K I INC PLAN KEYNOTES: O Buildings 1` 1. 1" GTP-CRETE 2000 TOPPING SLAB, 2. 1y" T t G PLYWOOD FLOOR SHEATHING, GLUED AND NAILED WITH Ld NAILS I I I 1 a 6" O/C AT SUPPORTED PANEL EDGES AND " NAIL6 a 1'-0" O/C AT INTER- MEDIATE SUPPORTS. 1 I 4 TYP. AT 3. K" TAW FLOOR JOISTS • 1'-4" O/C. Gy GRID A 7155 Bcceland 1 10 TYP ITYP. IT,P 1 I 4. 14" TJI/L90 FLOOR JOISTS a I'-4" O/C WITH 'ITT4W' HANGERS. Tigard,Oregon 9 5. 1176" TJI/L65 FLOOR JOISTS a 1 -4- O/C WITH BMPSON IT1311E6' HANGERS. --- — \\\— v 6. GL 3VaxI2 WITH SIMPSON 'HW' HANGER 15 12xbx3/16 GL 5'qx❑ _ Sheet Title: 71 1 T. (7) DIMPSON 'CM8TI4' STRAPS. NAIL WITH (L ROWS OF Od NAILS • 1" O/C AND TYP. AT 2 4 (2) ROWS OF 10d NAILS a 3!r" O/C ADJACENT TO SHEARWALI.. .µ ComoI Gy I 111 5 11 2 TYP. Building 92 2 , D. (V SIMPSON MST148' FLOOR TIE STRAP, Second Floor 9. (U SIMP ION MDT160' FLOOR TIE STRAP. �T.�. ..• - 1 3 �N I •~ ��' I 9 G9 4b D 4T 10. (7) 81MPSON 'C816' . CONTINUOUS AP.,OVE AND BELOW WALL OPENINGS. 1- I a m I n Q Plan 1 ;. . O 11. (V SIMPSON 'COIR' FLOCK TIE STRAP. °- ------ ' ' 17. (U Fyx9'y" TIMBERBTRAND LSL IgE STUDS a 1 -4 O/C AT Nq STORY WALL `lam 4 IO I b ADJACENT TO STAIRS. (3)FULL HEIGHT PLUS (V TRIMMER Pyx9'ry" TII"16ER9TRAND STUDIO ADJACENT TO OPENMG. 14. 2xb a 1'-4" O/C WITH SIMPSON WFWED 'LU828' HANGERS W4EPM REQUIRED. kI i.iun . GL 64yx290r GL 634x25 GL 6'yxl2 -V p r ID. TD 4.4x3/16 POST TO Ra7G.F. / x- 1 l 4 1 1 K. PROVIDE SIMPBCN 'HU5129' HANGER I I 3 III I D i III I 11 y 9 tw St1xre 1 GL Dk%D 16 11 TT ._i4 I T 3 I 14�TTP. 1 • __ _ NOTE. FLOOR TIE STRAPS SHOWN OCCUR AT SECOND FLOOR LEVEL3 I III 1 A6 T I ID GL 5 %T) I GL rJ 5 xiJ NIWT9 R3FA•TO p P.F. a0aG, Not _ K — --- K NDIMx O[LW aMV, PL, N1D nR Gl. 041x12GL 5'1xY! Mar MANsxu M M nM1UlTr os W TO E IIGFO al P•Jw(aNxZp N GMP' _— - • b N3 D D - aNNan. Dtfp ■rM M Waal NxIrTtN � Poanasa a nuNu oma awP, r.a 9 9 ' 4 4 1 Date: 16 June 2004 GRID C 7 4 AT TYP. Drawn by: Checked by: rp GRI STS RNT BUILDING D2 SECOND FLOOR FRAMING PLAN (FIRST FLOOR WALLS BELOW) Job Number. 103317 SCALE: I," . r-0" Sheet !�C/ ()� h�� oF. S2. 14 9 1MIOIMNaMMlb/Yw .ill 6 e {pye� .2 13 r 14 r 16 7„.. 1P SO 21 2 - .. '' 1t0111RJ1r�TRf Cm I Oe Gl0 8 f� O 9 2 23 24 25 26 27 26 �._ 3C 11 ... 16j4�F��11�1� G0MI WPO. 25X i! 10,114111 '''' ' 13R11'I, , 1'MI . d 'AL r C 114' � h` d i t • • • • • • • • • • SHEAR WALL KEY • ' N11LDREN ENSIGN GkOLIP, P.C. r-7- �T Ake HITECTUKE - SPACE PLANNING $y:f3T_►►- lye r!�;TERI,aL 1h50 S.W.Beveland, Suite 120 I ■ E-/32" PL'T WD R 05B �lE SIDE LENGTH OF WALL OO ;CSE^cEC I igard,Oregon 14722 3 st)42 1 2 - !:'/32' PLYWD OR 055 BOTH SIvES* BY KEY ' H^+ GRED LINE (SO 3) 244-0552 BLOCK ALL EDGES OF _... E12Q&AILING: PLYWOOD -- PLYWOOD - 10d COMMON FIELD I / V NAILING • 1'-0" O/C TYPICAL 16 ■ 1(2d NAILS I% - I%"#A.B. T.M. FRIPPE`t• % - %,,# A.B. `- SILL FASTENER SPACING IN INCHES CONSULTING ENGINEFRS 34 - 314 4, 0 A.B. 7660 SW Bw WW WsK Stt 100 Hard OreOor►9= * tig-M. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL SPACING Ham`M)443-3000 IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JCINTS SHALL BE OFFSET TO FALL Fw-(50)4 '-M ON DI!-FERENT FRAMING MEMBERS OR FRAMING 9,4ALL BE 3" NOMINAL. OR THICKER I AND NAILS ON EACH SIDE SHALL BE STAGVERED, 1 FRAMING AT AD,JOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SHALL. BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. i Cf A01 no I , ` T EXP: 6/30/06 E f)caner: — ----- � , i I ZIMMUR )evelopment, L.L.C. 14915 S.W. 72nd, Suite 200 1 Igard,Oregon 9722 3 BUILDING #1 7155 Beveland ROOF FRAMING PLAN KEYNOTES: r-'O Buildings I. 19/32" PLYWOOD OR OSB ROOF SHEATHING SPAN RATING 32/16 NAILED WITH 8d s 6" O/C AT SUPPORTED PANEL EDCsES AND 8d 0 1'-0" O/C AT INTER- MECIATE SUPPORTS. I I I I I 2. (2) BEARING STUDS PLUS (2)FULL HEIGHT STUDS EACH END OF HEADER TYPICAL. 1 PI/ TYP. AT 3. (1) 3EARIWs STUD PLUS (2) FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. '1 SS Beveland 6GRID A Figard,Oregon TYP• ! 4. (I1 SI'1PSOt� 'G518' x CONTINUOUS S1 RAP ABOVE AND BELOW WALL OPENING. TYP. 2 4 5. 14" TJI/L65 ROOF JOISTS 0 2'-8" O/C WITH SIMPSON 'ITT314' HANGERS. 1 I Iheet I.i r le TS 12x6x3/16 GL 5!'&x12 Co.6 (3) Bc.ARING 5TUPS PLUS (2) PJLL HEIGHT STUDS AT EACH END OF HEADER, TYPICAL. 1. 2x8 ,e 2'-0" O/C. T Building #2 2 TYP. 8. (2) 2x8. Roof Framing TYP. AT 2 4 1 S. PROVIDE (2) SIMPSON H8' ANCLJORS AT BUILT-LIP STUD COLUMN TO ROOF, SEE I GRID 1 I6 4 Q a _ DETAIL 2/?�d.10. *TWO ROWS _ Plan ryL ; — _ 1 d\� 10. PROVIDE SIMPSON 'LEGS' HANGER. •� _.� TYP. AT I I I I I I I I I IJ r I I I I I I I I I 16 4 j GRID 4 I -211 - 4 IO I 10 1GL I LGL 51/sx21 , B — - Fi; CAMMER R• 1206`' CAMBER R•1?00' G R R■1200 .., x ut1, I I I I 31 _ i p 1 � TS 10x5x3/I6I I T9 10x5x3/I.6-_ I ---- I, I I I I I I I I I I - - fl x y in Cg, __16 IIl 1 —� l TYP. GL 5� xl2 - GL taxi rtIL,sNREE ©P, P.C.. 2oa, A<I- -------- GL_ GL 51Isx1.1 M REG BE DESIGN SED OR P, P.C.ULN I ANY k*u.*vxrlret�ax�li�ly�Yl .. _ __ ESE DRAVYINGS ARE THE PROPERTY VF NOT PERMISSION OF MILGREN GESM MANNER. EXCEPT Yhnl TME PRIOR WITTEN 1 TYP. 4 TYP. 2 TYP. 1 GPC;P. 16 - 2004 TYP. AT 7 GRD C Drawn by Checked by b 9 Ib 4 TYP. S i 5 RNT yJoh Nutnher: 103317 BUILDING *2 ROOF FRAMING FLAN (SECOND FLOOR WALLS BELOW) SCALE- !' " sI 52. 15 9 T 11P h fH N A11Uf h.♦ 1-4 hufl hnr .I r cm ... ,•,•--� .. ._ _. _ ... .. .... .. .. ._'^ ..".*....r...,.. - , .fir.^.'r.stt ,.. .5.5„yrn. _..-,,• ,Wlw'n}Ys srts1M1'1YMigNlrik'4kw"sW9atae0R�^Nva•�N�•:�IWf�' LE08LY STRIP O 2 3 'Omm .lcm s I'o I I I� I' IIIlig III 117 j Ilili IeI Ilillll1l I7 illl I I fe 19 I 'I 2C 21 22 23 2'4 2'5 26 2 !; niB2n2uI'9Inlln3lll C 411111.111 YI$, I I 1 ! I I � • I b q . VPS,( R -. -. .. .. .. ... .,.., .. _..,.,•..- a 1` .1.� . r Fi. .t . :. !0A mo 17 .. ,.. - .. .. ,... . ... ... , •�, L . r. �— TO COLUMN, PER PLAN MILDREN DESIGN GROUP, P.C. - ARCHITECIURF VACE PLANNING FLOOR S,'FATNING, WINDOW SYSTEM, BY OTHERS 7650 S.W.Beveland,Suite 120 PER PLAN FLOOR SHEATHING. I^- WINDOW SYSTEM. EY OTH,< Tigard,Oregon 97223-8692 PER PLAN BRICK VENEER BEE ARCH W/ GTP SLAB, TOPPING RIx 4" TMDERBTRANG I" GYP-CRETE TOPPING I!4X16" TIMBERSTP.AND . , , (50)1244-0552 1 BRIG- VENEER SEE ARCH. W/ BLAB. PER PLAN RIM JOIST SLAB, PER PIAN I RIM JOIST PROVIDE SIMPBON 'LU828 DUR TIES * L 4" O/C EA. WAY OUR-O-WALL 4" O/C VENEER - Abd PLATE NAILING PER 7x0 ROOF JOISTS, PER PLAN TIER ING O/C EA. WAY TIES I'-4" O/C EA WAY SHEARWALL SCHEDULE SECOND FLOOR PROVIDE BIMPEON 'LUS28' 2x5 ROOF JOIBTB, PER PLAN ENGAGING 9 GAGE WIRE _ - Abd PLATE NAILING PER ENGAGING 9 GAGE WIRE HANGER AT RIM JOIST �T T JOINT REINFORCING -- OHEARUALL SCHEDULE Od • 6" O/C INTO BLOCKING - - '--" '" _ ----'� HANGER AT RIM JOIST OECCND 11^\Y//ill 1 JOINT REINFORCING 7 ROOF SHEATHING. .r FLOOR 6NEATHING, PER PLAN PER PLAN ROOF SHEATHING, SIMPBp,I FLOOR OT".. FLOOR BREATHING, PER PLAN 5 81MPBON FLOOR STRAP. ' i PER PLAN - 1" GYP CRETE 7000, 1 �Y, PER PLAN PER PLAN - I" GrP-CRETE 2000, SECOND FLOOR - /1h SECOND FLOOR PER PLAN ul CONSULTING ENGINI ERS 4 --- 1 71{s0$M EataYld 9YaA Ella 100 �a C"v-47Yt9 Ph"(500)M3-MW \ \ / Far(50014q-3N0 2,. BLOCKING TJI FLOOR JOISTS, / 2. BLOCKING 2x6 DLCOICING 2x4 BLOCKING 4'-0" O/C J W/ (2) 11 NAILS TO WALL PER PLAN TOP PLATE pLYWD OR OBD WALL PLYWD OR OBB WALL SIMPSON 'H3' AT EA. SHEATHING PER SHEATHING PER ROOF JOIST, TTP. SIMPSON 'H3' AT EA. III I SHEARWALLL BCHSDULE SHEARWALLL SCHEDULE TA BLOCKING GL DEAm' GL BEAM, ROOF J018T, TTP. R.00R JOIS'rO PER PLAN FLOOR JOISTS, • 4'-0" O/C PER PLAN PER PLAN OL. IIII GL BEAM, 2x6 FRAMING. SEE SCHEDULE. 2xb FP.4MItG, SEE SCHEDULE, PER PLAN 1 PER PLAN PER PLAN 61. ALIGN STUDS UV FLOOR 61. ALIGN , SEE W/ FLOOR It 4x5XV-10" W/ (27 JOISTS. TYP. JOISTS, TYP. — �ISOLTS EMBED LAG BOL78 • T" O/C AT U GL REAM • _ I FLOOR SECTION 2 FLOOR SECTION 3 FLOOR SECTION �wtr$► SCALE; I" , r-0" 9011-1: 4 FLOOR SECTION 3.10 SCALE: I" , 1'-0" 3.10 B00-22 - SCALE: I" �.1 ! EXP: 6/30!06 Owner. ZIMMLER � I I TO COLUMN, PER PLAN Development, FLOOR' BNEATHRJG, 1 .L.C. DAP TOP OF REAM PER PLAN BACK R 'ax6x0. 1 A9 REO'D AT HANGER I" GYP-CRETE 2000, •S" I I �/ - - GL H4x311y, PER PLAN 1 GL 6'4x10, PER PLAN PER PLAN I II l 1491 S S.W.72r-d,Suite 200 3' � Tigard,Oregon 97223 I 1 -- - -� LINE OF TO COLUMN V�� I I BEYOND 1 (2) SIMPSON 'CMSTI4' STRAPS, I - PER RFLLOOR SHEATHING, PER PLAN 0 Project: -- FLOOR SHEATHING, PER PLAN PER PLAN 7155 Beveland AN 1f 3' I I I" GYP-CRETE 2000, 2x4 NAILER GYP-CRETE 2000. I I I I I" - GL I}' BEAM, PER PLAN O SECOND FLOOR .'.. . PER PLAN '`B °° o � Buildings (2) R 3/16x1x5M. DEPTH -I", (I) EA. BIDE W. (2)'4". MD, TOP _ 0 DOLT M It,," VERT. BLOTTED HOLE I I - TJW FLOOR JOISTS, 3j _ _ _ 1 DRG- IE '4x6Tyx0'-4" \. GL BEAM, PER PLAN i i PER PLAN 4.8 BLOCKING, PROVIDE (2/ 2 14x$xDM. DEPTH -I" 1 BIMPBDN 'EG l' HANGER W/ (0) I I 2x4 CARRING MEMBERS (1) EA BIDE W. (2) '�• TJI FLOOR JOISTS, 1 71 SS Beveland �►". MA5 1 1 I". MA AT HEADER (21 I'V PER PLAN I • 10'-0" NGEW/ SIMPSON TJI FLOOR JOISTS, 1 I 'PF2a' HANGERS Tigard,Oregon % M.B. AT BEAM I I PER PLAN TOP DOLT M Aly" VERT, I TJW FLOOR JOISTS, SLOTTED HOLE J / 1 6x0 HEADER PER PLAN 1 J 4� PROVIDE BIMP90N 'LK0 CLIPS • PROVIDE SIMPSON HANGERS Sheet Title: 1 !'-0" PER PLAN O/C, 4x8 BLOCKING D14. R Tax6T►x0'-T" I I I TO SHEARUALL 2xb STUD WALL, PER PLAN PLACE BHEARWALLL SHEATHING Structural THIS SIDE GL BEAM, PER PLAN FLOOR SECTION FLOOR SECTION QFLOOR SECTION Details 3.10 'm-" —'— Cl FLOOR SECTION SCALE, 1" , I'-0" 3.10 eoe-'e SCALE: I" , I'-0" 3.10 °W-" SCALE, I" , I'-0" 3.10 SCALE: I" r 0" FLOOR STRAP, PER PLAN I— T8 COLUMN, PER PLAN FLOOR SHEATHING, 1 PER PLAN PLTWD EDGE NAILING TO BE 1 FULL HEIGHT OF WALL AT Revisions: I f STUD ADJACENT TO OPENING HEADER PER PLAN s 2x FLAT BLOCKING 1 IN WALL AT STRAP, TYP. STRAP MAY DE SPL ICED AT HEADER W/ P-0" MIN. END LENGTH EA. PIECE I}' AIR $PACE NAILED W/ (10) 10d NAiL5 - SIMPSON 'LSTA12' TOP PLATE TO RIM JOIST EA. SIDE OF ELEVATOR BRICK VENEER 1 I T8 HEADER 8HAFT OPENING BRICK VENEER PER AROH. �� — PER PLAN —'}-_ PER 4RCH. I OPENING WIDTH ANGLE LINTEL ly". THREADED B7UD8 / I I L--- FLOOR SHEATHING, WELDED TO T8 • 2'.0" O/G PER PLAN I)". THREADED STUDS, TO 12x6x3(16 (ROOF), y 6" FROM ENDS, TYP. J BIHPBc'N 'CBIS' STRAP x CONT. 1 ABOVE y BELOW WALL OPENINGS 2'-0" PEN. LAG SCREW WELD T A TO • 2'-0" DS 16'-4" T$ LUG L a (FLOOR) - - -- - -. - _ PER PLAN, BOTTOM STRAP MAY BE • 2'-0" O/C M TOP OF 7" . 6" FROM ENDS PLUG L 4x4x6/W I I 1 -- DBL. 2x6 TOP PLATE CONT. VERT. SLOTTED HOLE (LAG - — I I I D18CONT. AT DOOR OPENING P- L $x4xt'2 ACROSS ELEVATOR SHAFT SCREWS NOT OECDAANPCR Y2'-0" 2x FLAT BLOCKING OPENING 1., 4WT5 XE9GI(a O DPENIhIGB LESS ':IAN 6'-O'• —� '.I MIUM11 O[901 a101N, P.C. ]Op., At1 M WIDTH) 10'_0" L 6x4xB,l6 1 IN WALL AT STRAP, TTP. II rMtSE MARq$ AAO: rl[ nyo:0err V SIMPSON 'LTSI2' TOP PLATE TO Mlux,p mum pX . Pc, (yip AR b 9-G _ __ _ r 6'-0" L 4x4x14 RIM JOIST EA. SIDE OF ELEVATOR MA, rrIIx➢T WM TI[ BH/Ft OPENiI PCMISLOI R YIILIpI p a1GR. P.G 4 ANGLE E UM PAST E TO EMEND 4" -- Date: 16 June 2004 SEE '4RCH. SEE ARCH MMRVt PAST EACH EDGE OF TJI FLOOR JOISTS, �— �— -- '4 14 3 PER PLAN Drawn by: Checked by: 14 3-t2 KEW R 14xlixl'-I" I STS RNT AT WOOD HEADER qT T3 HEADER i Job Number. 103317 C BRICK LINTEL SECTIONti --- Sheet of: Im PARTIAL ELEVATION II PARTIAL SHEARWALL ELEVATION 2 FLOOR SECTION _ SCALE: 4" • I'-0" 3.1© pea-ce SCALE: I" . ^-0" 3.10 Im-I0 SCALE: I" . 1'-0" S3. 10 3.10 Xae-t• SCALE: I" . 1'-0'• 9 I MX pEMAMf b.X.eenyMp uu .:,-w _.«..,.......-.+x+rr:............. . ,almx.xOX.Wi�.anvr•+.c>l..�...,,. -._._-. _ _._ "- CT) I 2 1 r b ,. s5 IMAN— o 11 a Ia 1 :.tom.. - -....,...tea. .2 1 ^_ .mad-- .._._ w....va•., ....,,,wylP,. .. ' Leama1fY STRIP - _ ..,. IOxxap a 1'7 I9 iB 20 21 22 2? 24 25 26 2� 23 30 25X 1 1 1 01 IIO1114111111111 Ot will 111111110 =IC e .. 7�X�S4 t ti I L " • • • • • • • • • • • BRICK VENEER W/ DuR-O-WALL I BRICK VENEER Wi DUR-O-WALL •• ••• • r MILDItEN DESIGN GROUP, P.C. D.14/ 431' OR ENGINEER APPROVE 'L)/A/ 431' OR ENGINEER APPROVE VENEER ANCHOR°v • I'-4" O/C EA. fl) SIMPSON 'GS18' ARCHITrcwxE • SPACE PLANNfNG STRAP VENEER ANCHORS • I'-4" O/C EA. •.• ••• •• •• WAY ENGAGINfl) 9 011CNG G • GA-xGONT. • 4'_011 1C W/ (9) imd WAY ENGAGING (1) 9 GA"xCONT, SIMPSON 'HV' • 4'-0" O/C ROOF SHEATHING, 0:0 . . . . . , 7650 S.W. Bereland,Suite 12U • • • HORlZ. JOINT t4EINH WIRE NAILS EA. END NOP_IZ. JOINT REINF. WIRE PER PLAN ••-- ROOF SHEATHING, ' "' "' •• � � Tigard,Oregon 97223-8692• • 15/32 ' PLYWG' OR - - 15/32' PLYWD OR PER PLAN ••• •• 06 150 31244-0552 3 WALL SHEATHINrj, ROOF SHEAT z SEE PLAN FOR NAILING SHEATHING, 0515 WALL_ SHEATHING, - SIMPSON 'LSTA15' -' REQUIREMENT. BHEAT�-IiNG REQUIREMENT, SHEATHING PER PLAN SEE PLAN I°OR NAILING • 4'-0" O/C, FIRS1 TO BE T T CCN A ROOF (NO 1"D BE CONT AT ROOF (N0 (2) ROOF JOIST FRO►"! WALL � EA. SIDE U1/ l2) s-i"♦ MB. HORIZ. JOINT) I HORIZ. JOINT) 1 - - j4 A —J BEARING PLATE -� 1 O 1 ,1, - 5/." GL le ��4xbl%x0_a� -r.M. RIPPF 1' ! I'," 7!f-iBERSTRANG - PROVIDE 2x FLAT O 3, ` 1c21M JOIST — \ BOrO1Cl AT STRAP O O 3 ATIONS - O b5,4" GL IE 3i4xexm'-v CONSULTING ENGINEERS - 2xb BLOCKING, TYP. 7850 8W Bevall d weel suile 1100 ----- NOTE: WALL FRAMING NOTE f1P►d nrepun ti77x! �\ GL BEAM, PER PLAN - I sL BEAM, PER PLAN SHOWN FOR CLARITY. Pfxxl`(MG)443-30M - TJI ROOF JOISTS, f / PER P1.NO!ST I I -/ I Fax:i.'W)443-"3700 2) R 3/Ibx&x0'--Ira" I ! 3 S, F'ER TJI ROOF ,.031T8, \ PLAN PROVIDE WEB BLOCKING (1) EA. SIDE W/ (4) / I - GL BEAD', PER PLAN 1 I 2xb FRAMING, SEE SCHEDULE, 2x6 FRAMING, SEE SCHEDULE, PER PLAN bI I ALIGN STUDS W/ FLc"�OR A8 REQUIRED PER JOIST I"1ANUF. 'a o 1-t,B. _- I 81.10 ALIGN STUDS W/ FLOOR I I JOISTS, TYP (4) 10d NAILS, (2J EA, SIDE JOISTS, TYF'. — 2x6 LEDGER W/ (3) 10d III? "4+-61-''2x0'-10" i I \ ' at► _ NAILS AT EA. STUD 4 1 I I I TO TOP PLATE, TYP. I I 10d NAILS • G" D/G TO BLOCKING TS COLUMN, PER PLAN I I �- - f 31 '°v COLUMN, PER PLAN / - 1 ROOF SECTION 2 ROOF SECTION 3 SECTION // 4.10 "-14 _ �E C T i ON (�La,�� SCALE: i" I'-0" �4.10 eGs 's SCALE: I" I'-m" 4.10 x-18 „ SCALE: 1 I'-0" 4.10 BO15-II '• t P✓:ALE: I" Recoil 1 �°uv� ruANaP , EXP. 6/30/06 ZIMMLIER le %xbxi'-0•' Iiu > ' 015L TOP PLATE [?e v e i c� men t (2) ��"♦ M.D. AT ROOF; � � ROOF SHEATHING, _� L L C. PER PLAN ' BRICK VENEER 4'-Olt -- - 2x BLOCKING I 2x BLOCKING I I I �\ 1491 S S.W. 72nd,Suite 200 9d • b O/C, TYP. ROOF SHEATHING, bd • b" O/C, TYP. ROOF SHEATHING, - -- Tigard,Oregon 972?.3 /� PER PLAN / PER PLAN I / r 3-t2 --_ 1 I I Project: _�: L 5x5x5/?br.CONT. 5 5 Be v e l a n d -`` �- - - TJ I ROOF J015 r3, ROOF' SHEATHING, � � PER. PLAN \ DBL. 2x ROOF PER PI-AN y JOIST, F*ER PLAN - �J I I I Buildings 216 NAILER W! 4L"e ROOF JOISTS. I I t I PER PLAN ; PROVIDE SIMPSON PROVIDE SIMPSON 'LUS26' THREADED STUD • 2'-8 O/C HANGER TYP. J PROvIDE SIMPSON I I I H3 AT EA" ROOF JOIST 'N3' AT EA. ROOF JOIST I I I � b'' FROM ENDS, WELD ROOF JOISTS, TO TS HEADER i PER PLAN I I 1 TO HEADER, PER PIAN GL BEAM, PER PLAN GL BEAM, PER PLAN _T I 1 I T5 H A 7155 Beveland ! I PER PLAN Fi aril Oregon RI�t7F ?=1@AMING, PER PLAN --/ I I g , g TS COLUMN, / 5/6" PLYWD SHIM I PER PLAN - ! I KEW R, SEE 2x9 LEC'.aER W/ Aa"• THREADED I I DETAIL 10/33.10 WELD STUD • I'-0" O/C, WELD / I I I FOR T?� � COL CONN. Sheet Title: _ - %) TS HEADER J IIS I I 5 ROOF SECTION r Structural — GOOF SECTION ROOF SECTION �3 F4RTIAL ELEV,4TION �10 &GALE: I" • I'..Q�" 4.10 6oe-19 SCALE: I" I'-0" 41L; uM,.. SCALE= I . I -P� 4.10 e�oa-�s SCALE: I" !'-0" L/c'ta r ke�'isions: , . GL REAM, PER !'ALAN i GL 3E AM, PER PLAN !'le9l'1-AT CONJECTION I� - GL BE 4V-1, PER PLAN f ' 3/Ib"x&xREGYD SIDE / R W/ (2) AIA"# MB. AT 0 EA. GL BEAM -- - i 3. Q 10, TS BEAM, E'ER PLAN - uILDREN DESIGN GR P, P C., 1004, All -- - - KERF R 'i4x4xm'-11" -_� 1 I % NIGHTS RESERVE D ({� -- \� I/ i uyILD F DR DESIGN GROUP,NCS ARE C�ANDAREGL REAM, PER PIAN !�_—1i r KERF R �4xSx0'-11" NqT 10 8E USED OR REPROO, AN IN ANY 6' !� ^� 10' i / MANNER: EXCEPT WITH T14E PRIOR WRITTEN IDIRG. � _� PERMISSION OF MIIOREN OESI(/1 rj"lp, p.� 2004 TO COLUMN, PER PLAN, r, b' SEE DETAIL 8/94.12 FO'.? - - - -- 1)rav:n by: ( hc kc'11 her: TO COL,U!"N P'ER PLAN - -- - f SIM. 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