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7117 SW BEVELAND ROAD-3 a 4: r t y 'i o''fir 7 Ke notes -- OFFICE COPY �o�t. 1. ACCESSIBLE VAN PARKING AND SIGNAGE - SEE DETAIL 1/A5.1 ' 2. CAR/VANPOOL PARKING AND SIGNAGE - SEE DETAIL 7/A5.1 U �_ _�� a!_��� r�� tstw r. __ _ �_ 4. CONCRETE S,DEWALK L, N.89'05 UO F. 18 G0 N.89'05'00"E. 42.00' N.89'0`.i'00''F,r `.00' 4. CONCRETE CURB - SEE. CIVIL 5. ASPHALT PAVING - SEE_ CIVIL M" ITECA Dr SIGN GEU-AP, IN },. 6. MASONRY TRASH ENCLOSURE 7. HIKE RACK FOR 4 BIKE SPACES (8 SPACES TOTAL) - SEE 7G50 S.W. Rei eland, Suite I'!11r.. r19-� DE CALL 6/A5.1 Tigard, Oregon 97223-869_2 A •1 �, A�CSS - cE AI 5/A5.1 (45O3) 244-0552 aw w , _.._- --> j I t L9! �A T AREA •.•.my C2' �6 C t C- --- C - i II ( I 11 0'-0" i '�'. '\ ,X -_1� of L JJ N ( 4O DD 54'-0» \ '�� 63'pb" _ I f ' to 1 W 17'- - w 45-0" --- Ca ) 00 0 't- 1 \ O t o0 1NPROJECT LUNATION' •X�•y��/ 6 a1 f �u i - GARDEN I 1 s "'r\" S� NO 11" a9 - --Imo`, y\ I > UI 0' I ' / .,/►�` I x q `. RD .14 I ~ -- r - -- i•+-- /VANPO t '`Ij I 1Y--•-^R \.1 ICU �1) ] A��1 O �i� `✓ C �p ` rA la"5 FERRr RD / "`� l✓' -+�l/ 1. L. �_ T T. - .1 -- • ti) ` d S r p V I EIR RD I a 0 8 x �_� IN _ ' 3913 7'7 } c� 1 !U) C �.'�' r \ a� �_ Q OAIr ST l/�i POMIJNA ',r �� • `T iHUMA` KRIZ 1 I J 6 4 � y t DAKOTA STfr�, � Slcc`H�NSFN RD I K V I tiff �"MP c4p p p I C r ST 7175 SW BEVELAND 5T O 1155 SW BEVELAND Sf fI ' �\ - I. ,i SW BEVELAND ST r 7085 SW BEVELAND ST I RD VAST 0� TAX M1AP: 2S101AB TAX MAP: 2S101AB "�' \ .� � ' I 10, r1MbER r TAX LOT: 2000 0 TAX LOT: 2100 O / ��, C I TA-TAX LOT.?2201 B TAX LOT:2 21200 B Mtn a �' PROP. 2-STORY Partial Site Plan at Trash Enclosure • .� a � \!' ' • I'-" I PROP. 2--STORY OFFICE BUILDING �. _ KR�sr I _ �,/ i OFFICE BUIL-DING , Sb SDE ST Mc DONALD STI v MOUNTAIN � VAY t �p A AVE J O I �\ C I .` 1 C 4� ._ . - �� I)ONIIA PD dA Or MTN Owner' Proposed �• Proposed I , 4 � � r C BuildingI• I a v'" O .1 I • c Building 2 II 0 2 4 8 16 r _ C{tjr SAT S z rt }v L I l V� M LE t ' I §END RD RD v / '� /EEE �, � � C •1' � a � ��% J J) a �,JttT TREE: Development, &vp (( I R N Development, r (tet � � • .I ` 1 v � r I " � ! t i f 0 1 -6" 13,-6" .. ) ' y D�)r �`. i� r L..L..\_, I / A CU �--- TUALATIN '� 4 1 ` X n H,�r Tuatati � ivergrovrg c - �` '� S.89,0-'G W. 42.00' S.89'o5'00"w. 4 .00' _ _ _ Site Tabulation p `_.89'0 '00"w. i 1 t.. (.1' Q RD ca ` 1F4915 S,W. 72nd �;ulie 200 PHASE 1 10 H1H y .� /i.AGER PD �U�� RD -_5 Tigard, --pRIVEWAh"- -- - - r +i gala, OI'egt tl1 �)I')'�,� _ - - -- - LOT AREA = 21,240 SO. FT. ALLOWABLE LOT COVERAGE: 85% X 21,240 = 18,054 SQ. FT. Prole-r. MAXIMUM (F.A.R.) .40 X 21,2.40 = 8,694 SO. FT, FLOOR AREA Vicinity Plan - - r _-- �----__-------.__ 11 B e e l a d S.W. Beveland Street _ . ._._�__.. REQUIRED LANDSCAPING = 15% X 21,240 = .3,186 S0. F7. no scab �_. LANDSCAPING PROVIDED = 6,154 SQ. FT. � _ __ ------ ---------------------- --- - --------- _-- _--_ ---------------- Buildings . _-_____-__ --- ---- - _______________________________________ __ ----~"�"�-""----- -��-- ParkingTabulation Sheet Index PHASE 1 CIAL INSPECTION REQUIRED Al.1 SITE PLAN _ _ 7155 Beveland State of Orr: C�r� L=truCt t1 ! 3pocia� Cojr PARKING nFFICE 2.7/1000 D Concrete and Rai.iforcing Steel SQ. FT. OFFICE 8,496 / 1,000 = 8.496 X 2.7 = 23.94 STALLS 1 COVER SHEET' Tigard, Oregon TOTAL PROVIDED 25 STALLS 2 EXISTING CONDITIONS AND DE&OLIT!ON PLAN )111(130x. Insla!Ied !n Coticrrotm 15 STANDARD SPACES 3 SITE PLAN 4 COMPOSITE UTILITY PLAN dull 11I,T' _ Legend C7 SPec al Mornant-I2usl3Ung Concrete Frame 10 COMPACTS SPACES 5. GRADING AN DRAINAGE PLAN Site Ian 1 ACCESSIBLE SPACES -- - - 11 RGInforcing Steel s• Pf"tl'ecsing Steci Tendons 6. PRIVATE STORM SEWER PROFILI S 'Site Plan P\ sb GROSS BUILDING AREAS: \ / Q DRIVE--IN DOOR "'tructural Welding LOWER FLOOR GROSS AREA: 4,418 SQ. FT. 7. EROSION CONTROL PLAN 0 5 10 20 40 � ❑ Hlgh•S.ranp.h a4!t!n UPPER FLOOR GROSS AREA: 4.078 SQ. F7. 8. PARKING LOT DETAILS 9 TOTAL. GROSS BUILDING AREA: 8,496 SQ. FT. 9. STORM WATER DETAILS I C3 Strictu:'M Mosonry 10. TREE PRESERVATION PLAN ❑ Palnfo;,'GJ Gypsum Concrete L1 LANDSCAPE PLAN! Legal Description: _ _ __ ___ � _":u''!►:`,�C°^°r't`-F„' Site Tabulation 7155 `;W BEVELAND ST: TAX MAP: 2S101AB, FAX LOT: 2100 J S;ray P.p�ilr>!d Fira-±tas!s;ve Materials .._-___ _tion -- 1A2.1 BUILDING 1 FLOOR AND ROOF PANS 7115 SW BEVELAND ST: TAX MAP: 2S101AB, TAX L.U'C: 2201 PHtiSE 2 2A2.1 BUILDING ?. FLOOR AND ROOF PLANS U Plllnils,Drlliad Pule and Caissons: ��e Date; /1 117 Shafcmta ' A3.1 BUILDING 1 ELEVATIONS Zone Analysis LOT AREA = 15,120 SQ. FT. A3.2 BUILDING 2 ELEVATIONS AREA: % COVERAGE: 7. COVERAGE ALLOWED: --- - CI S;wc!�,I C-,I,til.rq, rxrzilvation and Filling ALLOWABLE LOT COVERAGE: 85% X 15,120 = 12-,852 SQ. FT. A4.1 WAIL SECTIONS _ l` I N.A. N.A. ZONE: MUE, MIXED USE EMPLOYMENT L3 rmuke"Cc-ltrol3yaema MAXIMUM (F,A.R.) .40 X 15,120 = 6,048 SQ. FT. FLOOR AREA A4.2 WALL SECTIONS Revisions: SUE REQUIRED LANDSCAPING = 15% X 15,120 = 2,268 SQ. FT. A5.1 DETAILS I TAX LOT 2100 21,240 SF ALLOWABLE USE TYPE: GENERAL COMMERCIAL � I. On going ' PROFESSIONAL OFFICES 0 0r,1erinepectlonst LANDS('AP;NG PROVIDED = 6,028 SQ. FT. A5.2 DETAILS Plan review TAX LOT ?..vt 15,120 SF PROFESSIONAL SERVICES A5.3 DETAILS 6,360 SF A5.4 DETAILS I IMPERVIOUS AREA PROPOSED USE i YPE: PROFESSIONAL OFFICES A5.5 DETAILS AND GENERAL MOTES LOT 2100: Code Analysis _Parkin Tabulation_ _ _____ _ BUILDKS' AREA (TOTAL): 8,496 SF 40% - --` � PHASE 2 S;.10 GENERAL_ NOTES, STRUCTURAL DETAILS BUILDING AREA (FOOTPRINT): 4,418 SF OCCUPANCY GROUP: B 52.10 BUILDING 1 FOUNDATION PLAN PAVING AREA: 10,690 SF 50.3X BUILDING TYPE. VN 52.11 BUILDING 1 SECOND FLOOR FRAWING PLAN LOT 2201: PARKING OFFICE 2.7/1000 S2.12 BUILDING 1 ROOF FRAMING PLAN 'iiJll DING AREA TOTAL. : 6,048 SF 40X. ALLOWA6LE AREA: / S2.1.3 BUILDING 2 FOUNDATION PLAN ( ) ,Q, FT. OFFICE 6,048 1,000 = 6.038 X 2.7 = 16.32 STALLS f?UII_CING AREA (FOOTPRINT): 1,230 SI' NUMBER OF STORIES: i MULTIPLE STORIES TOTAL PROVIDED 20 STALLS 52.14 BUILDING 2 SECOND FLOOR FRAMING PLAN BASIC AREA: 8,000 S.F. 116,000 S.F. NO YARDS 12 STANDARD SPACES PAVING AREA: 5.86? SF 38,86 S2.15 BUILDING 2 ROOF FRAMING PLAN TOTAL IMPERVIOUS AREA: 24,200 SF 096 85% WITH YARDS TWO SIDES: 12_,000 S.F. 24,000 S.F. 7.0" MIN. AT 1%;ojFT„ MAX. 50% INCREASE 7 COMPACTS SPACES S3.10 STRUCTURAL DETAILS I 1p 1 ACCESSIBLE SPACES MiLOREN of - l '12.}SHIM iii}die.... ' S4.10 STRUCTURAL DETAILS SIGN GROUP, P.C• it AIL RIGH1S RESERVLD AREA: % COVERAGE: % COVERAGE REQUIRED: GROSS BUILDING AREAS: -- _--__ LANI)SCAPING 0% F3011-DING 1 ACTUALAREA: c HFv DRAWINGS ARE RF THE PROPERTY Of 8,496 �F LOWER FLOOR GROG . „t<t�: 3.230 SQ. FT. uun�EN DESIGN cRillsP, vc, AND ARE LOT 2100: 6,154 SF 28.9" ACTUAL NIIMBFR OF STORIES: ? UPPER FLOOR GROSS AREA: 818_ __ ""r To OF USED OR REPRf CID IN ANY " t k ____ �(� FT. Deferred Submittals WANNER, FXCFPI WITH THE PRIOR MRITtFN LOT 2201 6,028 Sr' 39.9% YARD TWO SIDES TOTAL CROSS BUILDING AREA: 6,048 SO. FT, ''IRMISSION OF MILDRFN DF'iIGN GROLIF', PC SPACES PROVIL`ED SPACES PROVIDED: Date: I13 .lune 2004 BUILDING 2 ACTUAL AREA: 6,048 .a1 PRE WOOD JOISTS FABRICATED STEEL STAIRS r f Drawn by: ('Necked hy: PARKING LOT 2100. LUT 2100: ACTUAL NUMBER OF STORIES: 7. STANDARD: 13 1! YARD TWO S,DES ,� I, COMPACT: 10 7 CAR/VAN POOL 1 1 AFI _ ��.. For only the -----T INrI I IrEUN-ATI ACNFth PER"AITNO VpZoe -00Z96 Job Nuinher: I(Ki 17 C _ __ 5PF('IFWATION N(X)K See letter to-FoNow HANDICAP: 1 1 SIR1 ('Tt;RA1,CAI.CS TOTAL SPACES PROVIDED: 25 25 �r;1VOTECII Rl voRr .tW IBL ert ,)I' t1 M1SC LKKUkiLN I S Inb A id f , 11y oJ�A �are 0- >,-u Building Permit Submittal June 2004 A 1 . 1 12 ()FF ICE COPY ,� :, : ,, � '.I ;III, I ,_I i .;; I I i I, i '.,x .+ .I^"- 4�:: u'>Yt�7Y'gl' •; � -- ._.. _. •,ti..-._...�..., _..._.. ..,_.... ._ .... ,.. w r , LEGIBILITY STRIP Il I' I Illill I I(' (I!uluu ulllnn nnlun lilt ► !III I II Iln ILII tlll�illl illi ;14 ILII IIu !III II+I Il,rllu lily Wil 1111 ull Ini II CCil1111+1111111111!Ilf1,l ! ,II!i'il; lltl 111 I I III II I'i IKIMrIM ;;!I 1 I I ' I I I I 1 I 0 4 6� a t3 10 I I I?_ 1 3 1 4 1© 1'•r (I!g 1�1i9i 90 ir�l 2�2 S�II:3 �dI4 >��15 >��1� '�I7 I r218 ( 29 { .30 T t IJ w11n.I�n a , I, Vii. _...._. - •..•,..,.•„ter-,,�„' r i , MONt O vl try .g •r r, �.,:r;. - . .,:W _ , lilt 1111111 ' II+ III 111 I I ( tot 4 , SII • . 1' I.i .I 14000 I, I 02 03 0 26'-0" 26'-0"------ 26'-0" 31-01. I 3'-0j- 2 '-0}" ...._. 2 12'-p" - 11'-4" - --7'---4'__ --- 11'-4" -- - 7'_4" 11'-4" 12'-0" A 5.4 _ _ M ILDREN DESIGN GROUP, P.C. 101 ARC11MCIFURF • SPATE PLANNIN(I I 76.50 S.W. Beveland, Suite 120 Tigard, Oregon 972'23-5692 1 ---- -- - __- 15031244-0N52 L IWI I w I ! I SLOPE I I I SLOPE 0 f ! I ! I 10 SL OPE I 7 ' I I I I I ! II cv � I � I •Flo i I 1 = A5.J - a I = I I i o II f I I I L I -- 02 ' I 204 I + 6 "' I �`� i I 201 I �=j i { �' r- - -- 3513 HOAIAS IZ •-� ----I 1;-6i. � LAKE , OR Y 1 13 I I 11 i OF SLOPE SLOPEZIMNALER 1 i ►��ncr I � 2 Ii 45,2 I� Development, ._ _ _ ��- - - -_-- -- -- - - - - - - - - - - - -- - - - - - - - - - - - -- - J L.L.C. 8- - - - -- - -- -- 15'-4" -_ 7-4„-- - 11'-4" 7' -4" 15._4.. 14015 S.W. 72nd Suite 200 E.. ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE Building One Second Floor Plan Building One Roof Plan Tigard, Oregon 07223 ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED 0IHERWISE bbl-2 bbl-2 SEE A5.3 FOR PARTITION TYPE -_-- -� 0 2 4 8 16 Door Types �- 4 8 76 Prolect: �� - rr 71 JJ Beveland �8'-0" Keynotes Buildings 26'-0" 26'-0" - --26'-0" „ -_ --- - - ---- 1. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES AND WALL SECTIONS 12'-0" 11'-4" 7'-0" 12' -0" Q" 11'-4" 12'-0" j /' 2. THERMAL BREAK ALUMINUM STOREFRONT W!1 H INSULATED GLAZING -,-7'-. ---- --- - - � _ 3. ALUMINUM STOREFRONT DOOR 2 3 - 4. STEEL COLUMN - SEE STRUCTURAL 7155 Beveland 5. LADDER TO ROOF HATCH - SEE DETAIL 4/A5,3 Tigard, Oregon 6. ROOF HATCH -- SEE DETAIL 3/A5.3 r 7. ELEVATOR PENTHOUSE Y i1 ! 11 1041 .__ _-. ____-_-- 8. SCUPPER AND DOWN SPOUT - SEE DETAILS 2/A5.2_ AND 3/A5.2 ------------ - -- -. tot � � ---- - - -- - -- -- �hl•tt 'I Il lc• A 1 - ___---.--- -__ .__-_-- - _. _ - - - ._ _ _ - - -- - - - -" _ - 9. VALLEY LINE Kgckplate where-i Vire rated PIA PIA scheduled ,dazing material 10. GUTTER - SEE DETAIL 11/A5.2 Building One 11. 3" X 3" DOWN SPOUT FROM GUTTER ABOVE 4 0 12. DIMENSION TO BE VERIFIED WITH ELEVATOR MANUFACTURER �f� I PIA w A B C, D 13. BUILTUP ROOFING SYSTEM - SEE- 2/A5.5 FOR PIPE PENETRATION Floor Plans 6 TYPICAL - `--- -- - I _ _ _ Door Schedule x, FM 6 - NOMINAL SIZE _FRAME DOOR _ HARDWARE REMARKS - - _ a MARK WIDTH HEIGHT THICK. MAT'L FINISH AT' FINISH TYPE GROUP 9 - � M L (1 2) I tos L 101 6'-0" 7'-0" 1-3/4" AL CLR AL CLR A 1 I _ 102 3'--0" 7'-0' 1-3/4 MTL FF SC ST C 2 - 103 3'-0'. 7'-0" 1-314" MTL - -FF SC -ST B 5 1 y -- -- I 104 6'-0" 7'-0" 1--3/4" AL CLR AL CLR A 1 i2 l_ _ _ 12� u N �•r 105 3'-0" 7'-0" 1-3/4" MQ FF_ SC ST' C 2 `- - ` s _. .I 'f` 106 3'--0" 7'-0" 1-3/4" MTL FF_ SC ST B _ 5 ,,, `r' N y» ( P2B 107 C"I9'-0" 9'-0" 1-3/4" STEEL P STEEL P D SEE DETAILS 1/A5.5, 5/A5.5, �A5.5, AND 7/A5.5 � an _ 4jZor �� 'r I - --- - - 1-3 4" HM P HM P B 4 2 ' 202 3'-0" 7'-0" 1- 3/4" MTL FF SC ST B 3 203_ 3'--0" 7'-0" 1-.3/4" MTL_ FF SC ST _C 2 _ - - I, 106. 204 ,3'-0" 7'-O" 1-3/4" MTL FF SC - ST C 2_ - 4 - 5 1I'-6a' - Hardware Groups n, I p 12'-6t{" - - - GROUP _1 GROUP_.4 2 CYLINDERS 1J� PAIR BUTTS STANLEY 630 FBB179 436 X 4� BALANCE OF HARDWARE BY DOOR MANUFACTURER 1 LOCKSET SCHLAGE 626 SPARTA D92PD 1 1 THRESHOLD PEMKO 628 172A I2RQmo'" 1 CLOSER LCN 689 4041 DEL a- b 1 PAIR BUTTS STANLEY 630 FBB179 4h X 4 MII6R-FN DESIGN GROUP PC.. 2oO%All 1 LOCKSET SCHLAGE 626 SPARTA D92PD l WEATHERSTRIPPING STANLEY 10--5050 RIGHTS RESERVED (�1' '_- r -„ 0j 1 STOP IVES 628 407 I RAIN DRIP REESE R-2010 THESE DRAWINGS ARE THE PROPAN ED ARE RTY OF 4 ' I - ^' '� 1 CLOSER LCN 689 4041 DFL 1 LOCKPLATE BBW 9616 NOM[IT BE UrN ISED ORGN REPRODUCED EPRODUCED INN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN C 3 SILENCERS IVES SR64 SOP 5 PERMISSION OF MRDREN DESIGN GROUP, P C - - r 1}� PAIR BUTTS STANLEY 630 FBB179 4� X 4V2 Date: IS June 2064 I! _OUP 3 - - - 1}/2 PAIR BUTTS STANLEY 630 FBI3179 4� X 4)6 1 LOCKSET SCHLAGE 626 SPARTA D92PD Drawn by: ( hocked by: 1 LOCKSET SCHLAGE 626 SPARTA D92PD 1 STOP IVES 62.8 407X 1 STOP IVES 630 407h 1 GASKET PEMKO S88 TJK 15'-4" 7'--4" 11,-4" 7'-4" 1��' 4" 11'- U�., 3 SILENCERS [VES SR64 .Inh Number: 103317 MARKS Stwet 4L ALUMINUM HM HOLLOW METAL 1. 60 MINUTE RATED DOOR of: BUldi One Firs' Floor Plan CLR CLEAR ANODIZED P PAINT ALL EXTERIOR WALLS TYPE PIA UNLESS NOTED OTHERWISE -- 5C SOLID CORE MTI_ METAL ALL A5.3 1--O WALLS TYPE PPA -- UNLESS NOTED OTHERWISE bbl- 1 Building Permit Submittal - June 2004 1 A2. 1 12 r ST STAIN FF FACTORY FINISH SEE A5.3 FOR PARTITION TYPE i : Rw• W,AMwR _ - -. ... _.. r♦.r�,,,- - vr,.ra•..w.,prx.Yl.,.p ..V+ lwl... t.w+M.n:•+'+' .. .-- - :.wnw.w.nw:.••. ..,.. .,... .,, -. ,-,...-....--..._...•.,...+•+++.,,.-..•-,.•. .. .. .. .... ' ... .. , .i xYiH9YMMJrW'v'49YTArkW„IDIb'N.YMM7wtliM�-0Ohil`� .� ••w •r•••�. :.'.i. i.v_...... ;-•.G->;.a._.. ....-,....... ,. ' 'lCh II IIII IIII 1111 Iltl 1111 1111 Ilii toil lilt ILII 1111 1111 1111 III! !{II II!l ILII !ill II!. IIII III III 1 I t 1 ., c m 1 � I I I I I I I I I I I ` mmnm STR� 1 I I IIII Til illllllllf 11.11111 IfIIII Illi) Iltt It( i till 1111 Ito Hlllfl! iii oil! liU:lli!i�!i ill!11 iil!ll!!i !! I'! !I!i!!li!li 1 O mm� I tm 2 I O I I I? ! a 14 16 IIT Ile I!g 2n 2�P12 213 2l4 25 28 aI7 218 219 30 • iO$ ' t 11111,1i 11"Tildil III 141,h.bO$ ? f • i yku3 , ri r , 1' , T -v vlyl i 1 -R %d I i j, 1 L1: 4y�b 1 II I 1 1 2 3 4 1 2� '31 63'-4" 1/ I I I I - -- 3'-8" -- MI1_1)REN DESIGN GROUP, P.C. 1' 4j" 15'-4" 11'-4" 26'-41" AKi-IfITEClllKli SPACE 1'I ANNINt. ---- 7650 S.W. Beveland Suitt- I''!► "Tigard, -8691 503) 244-0552 C -__ 5 I a _�_ I 2 L nmm all I i I A5.2 n5.a 6 I - - - - -- - - - - - �/ I A5.3 I 6 i 00 ?U1 I I I I I I SLOPE I SLOPE I I I -..- 00 m I I Bf l - e - - - - - - --- - -------- - - F- - - _.., 1 s" of o ( i 4 (� I INVOOA 12'-21" 1 4 -» I I I 3913 1HUs>fA KRIZ ►-q - 2'_p" i - I I 202 1 I I -► - ---- / I I I LAKE' o I � _ q. - -- 1' , I - I i - -_ 2.-0;, - i SLOPE SL OPE O� 1 �- f� f---- I In 1 I i' ; I rig _ 12'-A` 4 I I `,' � o ---�---� ,� ZIMMLER. -- - --- c -- - - - _ - - _ - ----- - _J Development, 12'-0" 11'-4" 11'-4" 11'-4" 1?'-0" L.L.C;C. 3'-0}.. 3 -p}" 10 nQt- ALL EXTERIOR WALLS TYPE PIA - UNLESS NOTED OTHERWISE Building Two �- Second Floor Plan BuildingTwo - _Roof Plan 14915 S.W. 72nd Suite 200 ALL INTERIOR WALLS TYPE P2A - UNLESS NOTED OTHERWISE bb2-2 bb2-2 - - - --- Figard, Oregon 97223 SEE A5.3 FOR PARTITION TYPES 0 2 4 8 16 \ U 2 4 8 16 Door Types - ---- ------ 1 rl l K'cl: 4 Keynotes ��- -- 7155 Beveland �� - -- _ 63'-4" L- 1. BRICK VENEER OVER WOOD STUDS -- SEE PARTITION TYPES --`J---- --- '-- ( � --------- AND WALL SECTIONS B u i id i ngs --- -- -'--- - - `- -- - 2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULATED GLAZING; 3'-8" 4. STEEL COLUMN - SEE STRUCTURAL 7'-4}"^ _- ,-- 15'-4" - 11'-4"_ 26'-4}" - I- ` I / _ _________ 3. ALUMINUM STOREFRONT DOOR .5. LADDER TO ROOF HATCH - SEE DETAIL 4/A5.3 6. ROOF HATCH - SEE DETAIL3/A5.3 7155 Beveland 7. 3" X .3" DOWN SPOUT FROM GUTTER ABOVE -('Igard, Oregon 8. SCUPPER AND DOWN SPOUT -- SEE DETAILS 2/A5.2 AND 3/A5.2 g 9. VALLEY LME Kickplate where Fire rated 10. GUTTER - SEE DETAIL 1 i ' u--- scheduled glazinrl material /A5.2 11'. BUILT-UP ROOFING SYSTEM - SEE 2/A5.5 FOR PIPE PENETRATION Sheet '1'Illr. - --- I , A B C D BuildingTV,() h I I � i f- loor Plans a 10 Door Schedule - NOMINAL SIZE - FRAME DOOR HARDWARE REMARKS ---- y--•- "- - i - MARK. WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP I I I II - "' _ 101 6'-0" 7'-0" 1-3/4" AL CLR AL CLR A 1 SEE DETAIL 1 A5_5 103 102 3'-0" 7'-0" 1-3/4" MTL FF SC ST C - 2 co �, I r' ^� 103 3'--0" 7'--0" 1--3/4" MTL FF SC ST B - 5 1 - - '' ! 104 3'-0" 7'-0" 1--3/4" MTL FF SC ST B 5 1 201 3'-0" 7'--0" 1--3/4,, MTL FF SC ST B 2 SEE DETAILS 3/A5.5 AND 4/A5.5 ---- B +__.__._.__.. 1. - 202 3'-0" 7'-U" 1 -3/4" HM P HM P C 4 ` I a _P2[3 - - - - Revisions: ,i 4 - / - d 12'--2>i" I tO2 _ 2'-0" - Hardware Groups o TYPICAL .� S�QUP 1- GROUP 4 N _ 4 =I iv rI I 1'_W 2 CYLINDERS 1� PAIR BUTTS STANLEY 630 F86179 4X X 4J6 _ I BALANCE OF HARDWARE BY DOOR MANUFACTURER 1 LOCKSET SCHLAGE 626 SPARTA D92PD - I SOUP 1 THRESHOLD PEMKO 628 172A t CC) _ ___ __ 1 CLOSER LCN 689 4041 DEL 1}2 PAIR BUTTS STANLEY 630 F8B179 4}� X 4,16 MILDRFN DESIGN GROUP, P.c.. 2004, ALL l - -- 101 1 LOCKSET SCHL.AGE 626 SPARTA D9?.PD 1 WEATHERSTRIPPING STANLEY 10--5050 RIGHTS RESF-RVED l I RAIN DRIP REESE R-2010 THESE DRAWINGS ARE THS- PROPERTY Or 1 STOP IVES 628 407J� MILllREN DESIGN GROUP. PC., AND ARE 1 LOCKPL A TE BBW 9616 NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 1 CLOSER LCN 689 x'.041 DEL PERMISSION OF MILOREN DESIGN GROUP, p.0 I 3 SILENCERS IVES SR64 GgQUP 5 ---- - 2 136 PAIR BUTTS STANLEY 63n FBB179 4X X 44, Date: 18 June 2004 GROUP 3 --- - I 1}� PAIR BUTTS STANLEY 63U FBB179 4}� X 4� I LOCKSET SCHLAGE 626 SPARTA D92PD Drawn by: ('hecked l)y: 12'--0" 11'-4" 1V-4" 11' 4" 1 STOP IVES 628 407X 12 -0" 1 LOCKSET SCHLAGE 676 SPARTA D92PD I GASKET PEMKO S88 T.IK - _-- -__ .__-_----------- 1 STOP IVES 630 407J4 3 SILENCERS IVES SR64 -Job h Number: 103317 ~beet of,: RMAf�K- ' AL ALUMINUM HM HOLLOW METAL 1. 60 MINUTE RATED DOOR U� Buildirg Two First Floor Plan CLR CLEAR ANODIZED P PAINT NUTE:, ALL EXTERIOR WALLS TYPE PIA - UNLESS NO-ED OTHERWISE SC SOLID CORE MTL. METAI_ ) ALL INTERIOR WALLS TYPE P2A --- UNLESS N07-ED OTHERWISE bbl-1 ST STAIN FF FACTORY FINISH Building Permit Submittal June 2004 2A2. I 12 + GROSS FLOOR AREA: 3,230 S.F. SEE A5.3 FCN? PARTITION TYPES A a09 Ic ...-,++++...nom.-. -......_.-._m..-+--•----.+..,.wn•.a.wfwrl+cwwwwa.nr..-....:•.-.-__..__. .._ ___.,... .,.,,..}•.,.... _.. _. __._..-.._.. .__._ -_ _ -. .. .. _ -._- _ _ _.____.__ _--__-_._._--_ _ _ _...-__. ..._.___,--.-..... +.-.---.......__....-......._.......-..,.:...._.,,., -..............-._. ,,...,,•.,,,•, ,_ .....�» . x::,,.v nt r Jwvit�iVn°ew6.M.ef+►wq+Nw - iu'YXbI}I�"11�.:^..a�yll dyT` r I NII IIIIIIIII illi Illi IIII il{I IlUlilll II III tity sir r'' LE0IBILRY STRIP f11 I , I i i ii ill lNiillnilNulNu iiil i 11111t► IIIIIIIiI INilllll IN ll 11Nl II i 111 X10 illllll i t11i II I iii II II tl Till II ll i I .I I; ;,1"; i io 11 18 1��! i� ,fie r�► f�� f� � ( J v 4m,. tm (�l 22 23 fi'4 l� M� $% 2e 29 30 of W0616 108 f Lpill 111V1 Aar' t + i II j „ ryJiy 4 F� A r r ry ..,♦ :.'.w i. : .' .. • ... a f✓ i.. 1. �,.i- , .. .. . yy ., i r a� 4fl ..I T:',f. , �'FnY•ti.. M 2 A4.1 Keynotes I. BRICK VENEER OVER WOOD STUDS - SEE PARTITION TYPES _' =Z AND WALL SEC f IONS / tzL t _ 2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULATED GLA'INC i. ..'tai=Y is a zt •zt�t'1. r?r'.rrt,rz a2.r ,t rIt1T-L % .i x2 ai r.l aztr.i r it'-r-artsa-t �.. ;ratr , t r = �. a t. `_� i .' '}S'i3=tl =- 3. ALUMINUM STOREFRONT DOOR raaa / ONCRE:7E TREAD STAfR MILDREN DESIGN GROUP, P.C. N � z 1 t a_aIi Ta L:: z YIlT I it ari?i nRCHMC"I URE SPACE PLANNING is ,1 7650 S.W. �.4,zT:.art,aTtaz r ; t x.x za a�a_; I '. - zi�ii`?tttyi ,Iltrii�isii Tt:='aa L L- l t_.t�yrYt�i st a.r 1 rri-r r_.trr L .y- xTL Bev eland, S uite I- T Oregon 97223-8692igr (53 -0552ii 0 11111111111111111M 1117 11111111 ITIZIllf t z r.zzi Z.Z :sr 1. rTx�� - ' SiifTiii i' tii S ,zI T:,. ttari I.`i iYz r t1Y r,z a zaar§ - 1-azai�s:�Y.Tt t�iix - r,r z,ttzr'xz-,t r ,, , 1 .,r,T_ I .rtxt r�r�a a•t-z'- 't llllC[iI.RWQIUlIU1Il fIiiilUllU" tlllIliiQlUfIfIULf1� 1 IIII.,lIIll1UItIt[1II1I _I� II .�,>JI1____ -, i .r t t I _ ,', r 'i' i.i' '• -- - � {l� -�',xayi,tr[.r.lt'rl -.j�a-1 alia r .. 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I t�t�t��-' '' - iiriTi I�T1Tt=IiTrt's'l IT�I'ii'Litti i�zi ts«-rlirt`, I z r2 i 1 T`TT-,.t t T,r I,z, Itt. z,i I1rl xT tt' t T r `it a t Ttt,T zrttx TTr z Ir I,zta.T :Lit x z T i' TlTz zttT'itiitt T j �T� i T.i,,Ir=iTt=tar sIT aT=r T:TT r4rt�trz I T iii, x z l r t _ Tz Tizai• ti r // -Yrtt i,Y-trz 4.zi'TTtiT+zrrixit-riiirT.IIx�T-ztit�ir�rTZTa Iir ri iTl is_ r xjiTz,z1. r z. - - --- — — ,� 1AiI fNFEN DESIGN GRpUP, F.C., 2(101, ALL t L t I 'r r I t I r x r r t IS LiT Tirr r t,rt. tTT t air- —� ` 1AR DRS RESERVED Qft. Tfti ZrTliltti illi I. ,x..ttz t.Trt rr ,Irr t �i-tt_ Tz 'r I 1 - -ILiITztT.zT�viz 1T it '`i r t i'. ,` r I ,i�\x,�tl,izLii iriT Ts r iriarTrarTzrtt,tTiTz r _ z 1 -rii?T --- -- t t -T t ITS I t t : t 1 t :' trc•tY tlTtiazata t t t zllT.rat r r. i t r iNF _ DR',NrING$ ARE THE PRCII'1_RiV (IF 1tltatc,I,1,i z ttr,i�z....zz,,,,I;t,z,t z i :�r1 ritlirat t jrr,z tttliiziriz�._tT,± vlT;i rr iszzY,sTaz,�,rx ` ,t 4ati 'it:MILDREN DESIG71 GRI//P, P.C., 4N0 ARF- NO(1.. NO f TO BE USED DR RfFTIt011UCEl� IN ANY y xTr`t liTit T =T•<Ir l r zlrlr=.?i!1r,t r, t ,z,_r_tTT.r zitr I = t- .- MANNER, EX( IIT WITH THE PRI011 VMtIANY .. it=. rtxuTT.=iTc=t rrt'-c§2��TLST ar-...•..tTt r-rjTlzi>irl�zi�-,1sTi..,Sr PENNER,ITTEN ON (K AllLfxtEN DESIGN ft'itOlKt. P.C. LIT«-I fT3=lT=tG�T�r�'.S "1 �.Yl T� IZI=T iYT rri rt t TZ`rr �r.trYr•T - Tttr t:�Ttitrt.TiTtTzitztt rtrz`4rri�§ri riTl�azTzti'iai?i i zT�Tjit - t ti-1,1-1 tit tT�rsr ttrttt t t,r:tit r tzzti�t;s �r�-txtTtTz7 i l T• f S T S �1 -�I 8 ,_ ITTTittr iTLTaT] TT�Tj SiTTIz irtf.Iii j I,,rii�t,T,t,',7,iitti•i tT2 tiia=lilTI lune 2004 z t,t. IITt=r irTtli ra §tr Lit,r t,r r r.,rt r' Ttrtr§, it ,. rt1= rarYiltiriT1' ® (1 i ,�r rrtrTr t 1',.t z t i., t , Sy riz_ rz 1 -i tr •T = - �t S'ta t.li 1- 2 I tTS IIx 1 1': Drawn by: Checked b 1A fJK Southeast Perspactive ----- - - - .fob Number. bbl-1b 103317 i, South Elevation - b5lt=lb Sheet of: Building Permit Submittal -- June 2004 1 A3. 1 � _: ,.; ,. _.,,,R-•,n,R,.,n•.w-M rM..rT+aw,Rnn�«nrp..^+sNiRn ttlnA�t**:+.ntor•+rre�r...nsrbmamw, t.r.r *a*n •. ry - , ,,,+wNMwiiYtJYM1M�wiwr+Wi.�e. .. _.- " .,•�-r. , y Yt�.n + l�j.1 NGi"�MA/l,�11iff4'- Mia i illi III Iltl 1111 IIII III iiI I it II I II I I ir1 #• airt+ iilmz l�t,m'.sllllu �t �t,,,,,; LEGIBILITY STRIP I0 1i:1 m+l cn I I I 1I I I 11nlunI�nulun�ll IIIiu1l3nlllunl, nln 1 niI I,(lunllul nnlulilnnlnnluu�n I,XI 11(Il�i � ���::i l� lu�� 4 , 25 2C0 1 12 4 E3 II„ 7 26 29 30 w� a �' � NONI • 1 d� ,�� t i�r .ii"1 ,.R °1M r„ !4n1F1 MFf t(M SW" ar. l ,v.. � a t1� � f�W1�YYYr.Wrll,a.u�.n ara.:r... _ ... ._.uw,,,m__. -•___.'�__...-,.��. ._,. .i ...-.,..s.�...__,.,...-....,..._._...._.._..-__`-_t................d,.._.-__.d.�.-........-...�.._.. __ ___...�__.._._-__ .....-_..... ... ......_ _... _... ._._ -.... -_._ _ __ _.- ....... ,!+XdN�...seYL......,.r. �,_ ,. �.t pp fY y1 f y f C Keynotes 1. BRICK VENEER OVER WOOD STUDS SEE PARTITION TYPES AND WALL SECTIONS t r 3 r 3-•r,La r3T t It Tilt t;l Z 2. THERMAL BREAK ALUMINUM STOREFRONT WITH INSULA TED GLAZ1Ni: i 1"1I,f I'a2.313c[,L 1 1 I 2T311 1Tz T'L 3 ft,l��iaa.f TLt... T 131Z=-r�2321 t- 1 3 t`t . I�I - -- TL�'ti IirJi tli r',],•il {II S']=I Il f I 1 T f.i.I 1 r- :I li 4 STEEL PA /CONCREiE TREAD STAIR _ GROUP, PC. t !. _1,! , :l. .1 !2 IITl1.i.Tt iTt-f.• t N LuINU roREFRONT DOOR i`�IILi)REN DESIGN GR L •iT, 3 1 t I.f.1.T,.IT]'I�]Z.t.r - i ! T1 ltlir Mw IIIUIUQ1D111 i — — ANCHrrEciumi- • SPAC'! NI ANNIN(i a, 1 I`I 7650 S.W. 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RIGHTS RESERVED Q,1 iti3 1rzizr],ti,I�t i r: � r,IItratrTzt�zz.�rY�-�Izt:,r .z3llt.rr}r� -r Izi i t• rTa;zizlt z t t C �(V 'HF-SE DRAWINGS ARE THE PR ply Of TTI z�_r...r-tat _'����I t l•T'T'�} 1 I t ' 1iIlTi'i 1.11=Ii-='i�iT•'i'•1 T r tr = T ti t r�r2t iirir. t x r 1-,Iiiri'rzi , Brit i'TlirlrtTrrir= z3 1111.DREN Dill toCROUP• P C.• AND ARE t til.'Titter II-1.,.1I t,.IJTl ttl Til IIt?11T}.ItiT}r3T22 ItI STIl rTt 1?si1T Z��.T.....],.�]I-till i3l Ti� t1 P40T TOBEUSED F REF3RrryMU(.�EU IN ANY z� tTr zTx a i- 3 1 2 , 1 1 ,.r .: r z4. i z r • t z Itr't`t' x U111111 11"HIIIIIIII l 111:111111111H. l HANKER, EXCEPT W1TF1 THE PRIOR WRITTEN I I r,i t Ttl•T 1.111 2 1 13 t al.-t t I 1•`• ,T.z,t1 / ,I[.TTr tIt _T Z I PERMISSION OF MILDREN DESIGN GROUP, PC r, t , 3 1 i'L i t x 1'1 t 1 [ 11 r rix t r rtt t t ria z t t' •t` TTrit t i a. r 3•- I Ju 111 t,liti, Iia rt r,l•a;Tllli Z 111,x11 tftlTlrtIlt tIt tr=-Ii''S It � 'trt231r•IT"'ITrTrri I Date: ISIIt ttT.ITIZIr=li 'L t't't=r�4'T'1r41-r1 G.rTzt3r=, ii" t, T�=rrz'`c tier r 1 it ne IItrllttl tTt rpt z z.z t zt TI t.ITzzzt'TTtT t s r. z rT�LTrItt. r1r� t?r. 2004 r , , i�ITr tT) l T�xSiar--rTrliTt r��I t lrz..�=i1Tltr T rx., r z=I x �����r LTITTiTtt+, Szr{trl�zl'': T Ii' iJr1:a t Ir- Iz'z= - It t •4 ��/ O ,1S Drawn b=I. r' T .� z r i'.rz ! I ;, Y Checked by: ' T T -TA T,!K Southwest Pers eoive Job Number: 10,3317 South Elellation hbi t ~beet nb2-1 5. of: 1 't ` Building Permit Submittal -- June 2004 2A3. 1 4' 8' 16 32 ,,if ?M�. C ml '11111!IIIINILIi!IIIIIiI�II'llUlilll iIiIINllillllll Ii 11!IIIIIIIHIIi!Il: nli!I11! !1!111111 III1!flllltlti 1111 Ittl�1!I,t!I111(II II t !IFII;I'.IIIIIIII II+1 I .I I . t1 1' (111111 i! 1111 !illyiii t �l!II I�i�! � � I I �, , LEGIBILITY STRIP , I I I I I I l l i 'll I I . I I� 1,1.Iilulllluij u111 " IIIIIIInillUlllllllltlll 10 1 3 1�4 I��t 17 !a 19 20 21 22 23 24 25 25 27 2'8 29 30 " ell 1 1 of { v' � ► �iJ, alt . oz cl 37111 Pew loll 10. 1 ' f M �L 1 r. s. - b,,g S. r K I# ii�' 4"ibs d� •�� "a � 1 n . k ,.xifi�r p 77'IN • fli:Y}�f Keynotes 1. ROOF FRAMING - SEE STRUCTURAL 12. FUTURE SUSPENDED ACOUSTIC TILE- CEILING WITH 26.HEADER - SEE STRUCTURAL 2. FLOOR FRAMING - SEE STRUCTURAL TENANT IMPROVEMENT 27.4 x 8 NOMINAL COMMON BRICK 1N RUNNING BOND - B1 3. RIGID INSULATION 13. FOOTING - SEE STRUCTURAL_ 28.4 x 12 NOMINAL- BRICK IN SOLDIER COURSE - 61 ""'-- 4. BUILT-UP ROOFING 14. ROOF SHEATHING - SEE STRUCTURAL 29.8 x 8 x 4 CMU MILLItk.N DESIGN GltnllP, P.C. 5. LADDER BY ELEVATOR MANUFACTURER 15. FLOOR SHEATHING - SEE STRUCTURAL 30.4 x 8 NOMINAL COMMON BRICK IN RUNNING BOND - B2 6. ELEVATOR PIT - VERIFY REQUIREMENTS WITH ELEVATOR 16. STEEL HANDRAIL 31. 4 x 12 NOMINAL BRICK, IN SOLDIER COURSE -- B2 ARCT)tITWIFUR@ • SPACE PLANNWG MANUFACTURER 17. STEEL GUARDRAIL. 3'_0" 32.FINISH GRADE 76,50 S.W. Bevelarut, Suite 120 7. ELEVATOR GUIDE RAIL AND SUPPORTS BY ELEVATOR 18. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR 33.COPING BRICK, CUT AS DIMENSIONED - B1 Tigard, Oregon 97223-8602 MANUFACTURER THICKNESS AND REINFORCING 34.SITE LINE LIMIT OF ROOFTOP MrCHANICAL UNITS (503) 244-0552 8. ELEVATOR HOISTING SUPPORT - VERIFY REQUIREMENTS WITH 19. ALUMINUM STOREFRONT WINDOW WITH OFFSET INSULATED GLAZING o "� ELEVATOR MANUFACTURER 20.SCUPPER 9. VENT - VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER 21.DOWN SPOUT 10. THRESHOLD - VERIFY REQUIREMENTS WITH ELEVATOR 22ANSULATION PROT&ECTION BOARD MANUFACTURER 23.FLASHING A 34 11. 1" GYPCRETE 2000 24.000NTER FLASHING TYPICAL \C C4 25.BRICK BEYOND �.2 �- A 5.2 28 / 5> 4 C23 6 4 A5.2 A5.2 YPICAL TYPICAL f -- - - - ` •- v (r�Iv I •-fcv� I -- -- - :�(� goo I 14 22 24 _ rT� ! I I T YP1C'Al_ TYPICAL (30) A� 28 20 ") 5 TYPICAL �- I I - _ - a Grr� 3913 I _----- I - \� i� T HOU/ � KRIZ __3 I A5.2 12 PIH � 4F � T YPICAL __..___ I TYPICAL I (� _ _ -_ - - - - -- - I � Owner: I I E•-•j _I FSA ' ' J LINVIMLER W 04 Ike\ elopment, L.L.C_C. Q5I , N , _ 17 I I S.W............ 19 (� �� _ 14915 72nd Suite 200 v I I � � v I I ' Tigard,ar Oregon 972'23 1 o g d• g 3.3 TYPICAL Q1 P28 'p 1 - - -._ 16 I I Prolcvt: INS _-- __-- -- = PIA -- I j 7150 Bene l a ick �,� PTA 15 � - I � / �8 11 (15) 11 15 10 B u 1 lc� Ings _ (14 tv • i _ _. 27 7155 Beveland l*lgar(1, Oregon �I 31 Pte 2 Pte � TYPICAL <- - I- ----- -- � ---------- --- TYPICAL , f cc WaII - I J P2A I I Sect 101jg 1; iv 2 ?6 I 0 (V r e 17 �) 33 - m __. \ o, �, I --__-. -- v) PTA flevisions: 2r3� I I PIA IAJ 00 LAI i - 18 .32 3 I iv 18 18 _- l - _ P2 ( I �_ ' t. • 0 '�r O O O O '.a -�.• -_ o o u~ .•i -�_--- qL 32 _ _ o o ' i I=1 I I� _ - I _ �i-i 11-1 I _ _-_ - a X111--_ i I ' ' o 0 0 0. o •., . := �.. 'p� o o o ° 1=1 I o � o _ - - f� I��II I Imo__, I MILDREN DESIGN GROUP. ----. - I i 13 O 0 O O -. . .�r III-I 11_I f _I I I _T-III-III -III RI0HtS RESERVED _ 0 0 0 0 0 0 0 `t © ----_ _ THESE DRAWINGS ARE THE PRr)PERir - -�; 1.� o o a III- I i^I i 1=-I I ,t• . ;.�1.' o I I��I`1 _ _ _ �•_ s -n- , 11 I !..i. -I I I=1 I -I I,II_11 I ' • MI(DREN DESIGN GR(�1P, P C;. AND AROF E t r I NOT TO BE USED OR REPRODUCXD IN ANY I;1 I 1=1 I ELI I�_� � I -II_� { -I�1-�I��I I_I-1 I � � 6 0 0 � - MANNER, EXCEPT WITH THE P, I, PERMISSION OE MII_DREN DESIGN GROUP, P C. ���___•__ r.I I I'I i i_ -1 I I-I�-1 i LV 111- _ :•• „� � � ,. , M' � _ -_. 1(1 I_ I I III 11 I o � � )' �o I -._ ---•- 13 1- _ _III=I i. Date: 18 June 2(N)4 -I I I=1 i I ` _ -____ AS.�! --_ �. . .;. : '. --.. - .•: _ Drawn by Checked :.A • � III 1��1 hY. , i ILMI�I�I _ . .�: •�-•:.�_ _I I I_I�I-I I I_I `� -' _'' _� I��hI 1�=1� D13 hI I hI I I�I1i=1 f!�I 11 1 I I!I 11-111-�1�1 I ISI 11=I I I -III=1(1=1 11=i i T IJK =1 11=1 I I-I I i-111-III 111=1 I hJ I Imo!i I- I I�I I Irl l i-_l I I��J.-I I L I I(- j�- WallseVt'1/1 1 • �I----IT!--1Ti _I i I____I i L-i I I_;I L-_ I I-..Tl Lw_I I II i I-I I T_I i L__fl I_._I I I-�1 Job Number: 10.E 17 . _ _ . 2 Wall Section __- _a Wall ,.Lection _ Elevator Sec#ion Slit (,f: �s1 ._7/ f3, - 1' 0" f3S°x{ F Building Permit Submittal -- June 204 A4. 1 g Ad�. !4Y��kF'+•... �\ ,.eR.r.�..,awr�..n+»......a..,.w.w„W.,e.. •N 'NMw�.a.s.*w+„'-,wuvc�4n.�r.1-+^l1�11- .......,,..n....+....�....�..............._.,,. -�._.._..._.._.._,__-,.,....., ._._,-...._..._..._•.-..._... _._ ......._. _.._,.-._-.--..._-�....:.-_.- _....._-_.-_._.. -. - _ __...._.,__ I11{ 1.. . ,..rr. ..�wr.a.+<c�nwea,�rta•aa�ugwa.+,: „�.. .m -._..,''....�..' x• , L QHM�gTR� CTt1Q i 2 IIIIHl1 11111'Illyrl!III'I IliilllllrIIIIl11111111�111'�11111 llllltll111111111111I1i11 it !IIIA li P I II I III I I .I II ! II!, Illli'IIII tlllll!II !11!I lilll!IItIUi i' . II111fillllllilll IIIiI !!illi l )pmm.iem �L 7 6 `�� I 2 13 4 IF 17 !P 19 20 21 22 23 24 2!5 ?16 217 28 -9 TMI , 4 ih F! 1 I i bl PONT i�Toz OL 7 if Cyt •P ,,..,� � ., ,. t e� .i 1. I-. :S s .., ... , A,1•yHW,' '�br' , , �. a �$, ��^!�►��' ,fir, • 3 1 ,{ M IIrI��� t:lTi%1�4-t .. I 'Sk ,T r u: a i I Keynotes 1 ROOF FRAMING SEE STRUCTURAL STEEL HANDRAIL 2 I t OOR FRAMING SEE STRUCTURAL 17. STEEL GUARDRAIL 3 HI( ID INSUI A I ION 18. CONCRETE FLOOR SLAB — SEE STRUCTURAL FOR — 4 H011 I - UP ROOF iNG THICKNESS AND REINFORCING MILDRFN DESIGN GROUP, PC. 5 INS.-LATION F'Ro FECTiON BOARD 19. ALUMINUM STOREFRONT WINDOW WITH OFFSET INSULATED GLAZING 6. 4 .x 8 NOMINAL COMMON BRICK 1N RUNNIN(, HOW' Hl 20.FINISH GRADE AR(-klrl'ECIUKI: • SPAILT PLANNING A x 'z NOMINAI HRICK IN SOLDI[Il COORS[ H? 21, FLASHING 7650 S.W. Beveland, Suite 120 8. H r 8 x 4 CMU 22.000NTER FLASHING Tigard, Oregon 97223-13692 J. 4 x 8 NOMINAL COMMON HF?.ICK IN RUNNING HOND Lit 23.%" GYPSUM BOARD SOFFIT (503) 244-0552 :C. 4 x 12 NOMINAI I�RICK IN SOI DIFR COUR'A - H<' 24.S1TE LINE LIMIT OF ROOFTOP Iv:ECHANICAL UNITS M. 1" GYPCRETE 2000 25.%" TYPE "X" GYPSUM BOARD 12. FUTURE SUSPENDED ACOUSTIC TILE CEILING WITH --- TENANT IMPROVEMENT --- 13. FOOTING - SEE STRUCTURAL -- - 14. ROOF SHEATHING ——SEE STRUCTURAL_ I I 15. FLOOR SHEATHING SEE STRUCTURAL I A " 24 o G I \ I 3 (4 ) 5 14 ! M 6 tip I v cv, --- - _ -__- - - r i .3913 8 ,1 THOMA �RII — - _- - ---_--_ -- __ — — — '_-_--- ___ _ __- ----y_ • v • LAK i _ -- - -- — - - ---------- ------- ---� - - - — ----- —---- —__,- 7 ,�J oi - 12 P113 Owner: ' A5.? A5.2 C SIMILAR _ ZIMMLER Development, L.L.C. (12 k - --- - --- --------- -- --- .--1 - ------------ -- - ------ -- `--- --- --- 14915 S.W. 72nd Suite 200 Tigard, Oregon 97223 Pte 17 �l 19 N ► 6 Project- I v I 7 loo Beveland - -- —_. — I3tiilci �► - 1g� i c°v LL- A5.2 A 5.3 I _ Pu 11 15 _ cV I — 1 - T/HANDRAIL I 7155 Beveland Tigard, Oregon LO N 100 0 1 ` _ --- -- 7771—L, Sheet Title: aci ---- ---- - - ---- — - N--- (O (V- -------- - --- _ -- -- -- - Wall Pte I _ — - Sections On1 10 (N I 23 ,/ -/ � 12 25 o ?_5 Revisions: yti co }� `tl Yxr I b r`�loo L6 �- °' � 7 UJ PIA f� A5.5 — I 20MILDRE — _ _ • . -- .. T .. . -T . —71- - x RIGHTS RESER SOUP. P.C.. 7604. AlL f' .• ! ♦ •• 7� y• I •� .�• a + !. I .�• THESE.` ,,..pp ESE DRAWINGS ARE 1 � 0 O�I0 HE PROPERTY DI- 0 I - y �4� _ MILDREN DESIGN GROUP, P.C.. AND ARF (� n NOT TO 6E USF.0 JR REPRODVCFD IN ANY 0 0-fj I I" I 1- MANNER, EXCEPT WITH THE PRIOR WRITTEN I 177T----���)I I PERMISSION OF MILORFN (�SI(�J (`ROUP, P.C. 13 O O O O �. '=•s 1 1:=1 I I Date ---- 18 ,lune 201)4 Drawn bv: Checked b ITL 11Ti II I iITII I lT '!A r ` Job Number: 03317 Sheet i Section of: 1'-0 BS2 1 r BuildingPermit Submittal -- June 2004 A4.2 I ' •wow^-•-^—•r*neuwnlr .w.w{v.r.---_ _. ._ ....._ ..... .. -_ — ._._.. _ _ ..._ .,— --_ _...___... _ ___r ,_ .._........-.. ..,,....,.,,._..__ ., . ..... ..,.,. •..,.w,..r. °'f6A +`�fwo+tl...,1 ,_ .. �� I III II11 Illi II11 I ( II11 II!I 1111 INI 1111 NII 1111 NII I!II'IIII ILII I► IfiNll 1111 1111111 'I '1 I'lU II LEGIBILITY STRIP CfYI� � I' I, 1 10 1 12 13 It: IE 1? I'8 119 20 21 2�2 213 214 2�5 26 ?? 26 29 3� r 2 3 � 5 IOAm.I cm _ �I i it L 011 4 4 MON I • I �� F a r r r . , 1J.1 11 1;IL I I.1 WJ��,L 4JJ l -070; i M• ' ;. � -.,}i xyT 3a�' '!Mi:,.Si 1 1 do _�i,.:'4. -"✓•7`. k i .'.,..:,t- v t '1 ',I; ,.:.; _ :,, .'t.. - .. - - :,!] !tt�#?F r . I , t. •I',R try ... I ° „ 1 II (A f '' j ! — TYPICAL SMOOTH TROWELED JOINT `D 4 A.5.1 I I 2 - - - BROOM FINISH —GROOVED BORDERS ON LEVEL --- --- M11 DkEN DESicN GROUP, P.C• SURFACE AT TOP OF RAMP ARt-I11'1 W I URH. 'iI'A(1 PI.ANNING PER UBC SECTION 1109.16 ---_--*�'�= g I I # - -- __ ----.090" ALUMINUM SIGN PLATE 7650 S.W. Be%clalld, Suite 120 - I -STAMPED SLIP RESISTANT PATTERN (NET__ r BLUE REFLECTIVE SHEETING �i�14�a1'(1, Oregon .)7223"Z3f�B2 PATTERN SHOWN) PER UBC SEC 1109.6 6" i" -X" HIGH WHITE REFLECTIVE : (503) 244-0552 --- ___ LETTERS AND BORDER, BAKED _ ' /ACCESSIBLE _ ' wr ___ m�0�r ENAMEL 6" CURB LEVEL WITH SURFACE DUREMAIts OUT To OF ADJACENT SIDEWALK a6�1 x ND ilE --HANU AP Y I � ACCESSIBLE RAMP w11ow� - - --- - ----HANDICAP SYMBOL WHITE ACCESSIBLE SIGNAGE WITH DETECTABLE WARNING PER STATE a6 8116 15 WITH BLUE BACKGROUND REOUIREMENT5 /' - - +--CONCRE TE RAMP FLUSH 1 3j.. VAN A'CELlBIf — - - -- -__.VAN ACCESSIBLE SIGN WHERE \1-4" PAINT STRIPE / f// WITH ASPHALT I ' 30' TYF'. ( -V _-- � Z REQUIRED ---3" WIDE PAINT STRIPE w x TYPICAL z INN SLOPE i- ---- - —GALVANIZED STEEL POST —ACCESSIBLE SYMBOL, / -4" PAINT STRIPES �► ! a I PAINTED PER AT 2'-U" O/C TYPICAL �, t8(6 STATE REQUIREMENTS A5.1 1. ALL ACCE SSIBLE STRIPING _ AND SIGNAGE TO COMPLY r WITH ORDINANCE PAVING---� N'.,'_K AND CURB /-WALK EVEN WITH - \ 67 I VFN WITH PAVING TOP OF CURB " � \ ORS 447.233. WALK AND CURB 2. ACCESSIBLE SIGN TO BE SLOPING MOUNTED T*0 SIDE FOR `lC r VAN ACCESS LOCATIONS r ,- r I 4'— rr r 4 �� AND MAY BE CENTERED _ 6�_ �� _ 0 6� F a" 10" FOR STANDARD ACCESSIBLE r r rr 1HOM391J3 KRIZ •--� 9'- 0" 6r-0" STD. TYP� SPACES. --0 1 -O 2'-8j.. _—_---- ----_- - UKG GO,�DR TYPICAI 8'-0 AT VAN ,3. WHITE STRIPING PREFERRED U �� ' ACCESSIBLE LOCATIONS Accessible Parkin Stall PAINTED CURB OPTIONALACKGROUND AND BLUE 2 Accessible Sidewalk Ram '-3 In Accessible S mbol 4 Accessible Parkin Si nae q A5.1 -- - ur 51 1Eib4 A5.1 - - 5.1 15a6 15b2 15b3 - -------- —ROUNDED CONCRETE TOP U\�nel CROWN RIBBON STYLE PIPE RACK �. I._0. — �\ L I M M LE R SEE SITE PLAN FOR NUMBER - -- -.090" ALUMINUM SIGN PLATE OF- SPACES WRITE BACKGROUND �--�. De��elr�pment, -FINISH CONCRETE TO MATCH 1" HIGH BLUE LETTERS r AND BORDER, BAKED ENAMEL - - _ --- BRICK WALL CAP ADJACENT WALK -- I L.L.C. 4"0 STD PIPE WITH _ - __ PARKIN(, �-� - --- (2) #4 AT 48" U.C. IN BUN[) o CONCRETE FILL �\ IOR BEAM to 1U I CAR POOL:; ---- 5 AT 46" 0 C. VERTICAL 14�fl:i ti.W. 72nd Style 200 ONLY - - 4" CMU Tigard, Oregon !)7223 r 1 Lrxo a� --BRICK AND CMU VENEER -- -- - ------- --- FINISH GRADE — --- �/ K' TO MATCH BUILDING 1'rl1 (•1. x w (2) #4 AT 48" O.C. IN BOND BEAM 7155 Beve land I I z I I I — /�------- -- GALVANIZED STEEL POST 1 1 ------------ — B U 1 l(f i ngs fj4 x CONT. CONCRETE FOOTING I i I I 9 � � i . .d � . .a • � �. . . - A 5,1 — AT 48" 0/C 3 U L------- I 715.5 Beveland 6" CONCRETE SLAB WITH I I I I T SLAB #4 AT 24" C.C. EACH WA , Tigard, C)r('gon L i sheet Title: ------CONCRETE WALK - SEE SITE PLAN rrll }} . I 1 err _____6"0 CONCRETE FOOTING / V�'l"Ll I 1 ^5 4 Bollard __________._ s Bicycle Rack _ 7 C,parpool Parking Signage —_ a Trash Enclosure Wall 5.1 V =1 -0 5.1 '"=1'._D" 5.1 1"=1 -0' S.1 3/4., 1.-0., _ 15c2 15el-1 15b3o D);0 _ _ - Revisions: --------BRICK AND CMU VENEER BRICK AND CMU VENEER TO MA FCH BUILDING TO MATCH BUILDING r CYCLONE FENCE GATE �— WITH CEDAR SLATS _ I 1 EN <° r I Ln Rffl� 44, xxx ---CANE BOLTS FOR EACH LEAF MR-DREN DESIGN GROUP P.C., 2004. A« !TTS RESERVED _�� (0 THESE THESE DRAWINGS ARE THE. PROPFRTY OF MILDREN DESIGN GROUP, P.C., AND ARE = NOT TO DE USED OR REPRODU(, IN ANY 4 = n (D MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDRFN DESIGN CR CM1P, P.C. #.. CYCLONE GATE CYCLONE GATE - Date: 18 June 2004 T SLAB AKI. Wi TH CEDAR SLATS ?• \ WITH CEDAR SLATS \ --— o Drawn by: Checked by: rkl W. __---4" BOLLARD � —4" BOLLARD ----- - T JK Job Number: °� i SEE DETAIL 10/3A5.1 SEE DETAIL 10/3A5.1 ----PIPE SLEEVE-EMBEC 4" Il)��.317 c _------ - -- �II I� I �v1 s ` Trash Enclosure to Wall >o Trash Enclosure to Wall 11 Gate at Trash Enclosure �'f ) ' qr - -- - 5.1 r D16 Building Permit Submittal June 2004 A5. 1 d 12 � _ .v.r.l►ewer.why'�lr,r..,....,-.�...-.....,..............++.*..r. .wenn.w..w...•....+-...:.--.....+..�-,_. _ -,._ _ _- _ .__._-..._....-...._.r...• ....._... -...... -_... _........, - .... _,_. , - , ..t "•.. ... _.... ...�...�.w..—�__ - _.-.--._._.�_.. .,..--•...-.,.....-. ..__... . ., _ _. .. -....�...,,�,,.,,..._ .;.-..,: '-. ..+.:;,�i::p:rVplNt!'a�KrthMMlw*'aykNWcrey�ll?r >:"_ v ,�11t�y� 8 � Ir. ""Iltlllit I i II 11fIII 11 fill Ill 111 1U Illlli�l , � f'� III IIII IIII 1111 IIII .111 nN IIII tfll 111111 1lII�11►I !I L1 GNUL 1rY sTitip 'o I 2 3 4 r i I I I I I l l I I 1�j IOmm.I rm 2 13 14 18 I7 18 18 20 21 122 23 24 25 28 27 28 29 3C I 1 I OI 4DN1 t 108 r _. : .A.. ,: -:J,..i >t_.v y4.i .:sS. n,a: J•u, ,., :.. .:'t'>;..,.. 4L,.ik11...I. ..,a....;. 1 ..z.'"M' - .. r. g c., w� a t A' p p.. r t /rte ' \ --- CON r1N000S - - -FLANGES TO BE DU1LT UP ROOFING — CLEAT -__ CRIMPED INTO - — SEAMS WITH INSULATION PROTECTION BOARD ----- FIBER OARD -----FIBER CANT COUNTERFLASHING —CAP FLASHING \ CONDUCTOR HEAD \ -STANDING SEAM JOINT CONT. SEALAN I AT ' RIGID 1NSUL.A>-ION - �� S PREFORMED SHEET CAP FLASHING --- _ �` - BUILT UP SINGLE CORNER SEAM •\ METAL. SCUPPER ---FASEENERS AT 2'-0" 0/C , ► T ROOFING ` ns.2 NEAR SIDE. CONTINUOUS FLASHING — �. N11L1)LFN DLSIv,�I CiRC�L1P, FSC• 2 X PT MAILER -- \ AND AT FLANGE/WALL WITH ALL JOINTS l �' I CON►:. CTION SOLDERED '� CLEAT FAR SIDE. CONTINUOUS CLEAT - - nxcxrrF�luK[ S1'�CE I'LANNING \ CONTINUOUS CLEAT— �, � l� 7650 S.W. Bevelarld, Suite 120 _ - -- METAL SCUPPER To— --6" X 12" SCUPPER �, COUNTERFLASHING — Tigard, Oregon 9722:3-8692 \ -- RAT T / COUNTER FLASHING —�� (503) 244-05.52 -.- - EXTEND 4" BEYOND CANT (PROVIDED BY ROOF MANUF.) DECORATIVE METAL Op CONTINUOUS CLIP RAINWATER BASIN )•� r---CONTINUOUS CLEAT —*-- '}� - --- FAS TENER /,t�`� VENT - VERIFY CONTINUOUS CLEAT - BUILT UP ROOF- 12" X 12" X 8" AT 1'-0" OIC = TAPER TO DOWNSPOUT / A-TIC MEMBRANE REQUIREMENTS WITH ROOF SHEATHING --` r 2 X P.T. NAILER FLASHING AT SCUPPER ELEVATOR MANUFACTURER SEE STRUCTURAL SLOPE AS REQ'D. OVER ROOFING MEMBRANE _ _ BUILDING PAPER --- CONTINUOUS CLIP- UNDER MINERAL CAP ROOF FRAMING 1 SHEATHING - SEE STRUCTURAL — TO SCUPPER w - - - i \� SHEET FLASHING — SEE STRUCTURAL �\ J" GYPSUM BOARD SOLDIER COURSE _ �I BUILDING PAPER-- ••� MINFRAL CAP SHEET FIBER CANT SHEA THIN SOLDIER COURSE — i �----- - - �- ---- VENEER----,, � BUILT UP ROOF1rgG BRICK VENEER- " CANT---- DOUBLE AN T- - i DOUBLE CORNER SEAM AT LIP OF ` SCUPPER AND TOP - BRICK VENEER ---- __.__._-, OF RAINWATER SHEET RESET BASIN IN ROOF CEMENT �� —MEMBRANE FLASHING , 6X6 DOWNSPOUT ROOF SHEATHIN ---ROOFING MEMBRANE 39 3 t t P i B l HOAIAS�rjll •-? ROOF JOIST' BASE SHEET . • U1KE ,' OR p INSULATION th �, ' OVERLAY BOARD -_ ri'� Paw. rapet _ _ _ _ r-2-- Sc1'!6 11upper _ 3 Scupper__ 4 Elevator Shaft Vent OF C� 8S 1 �45d2 dI 5' d3 ROOF CANT -- - - CONTINUOUS CLEAT METAL COPING UNIT MASONRY - SEE ----- SHIM FOR SLOPE 1 11U11V1 LE R WALL SECTION FOR I �\ RIGID INSULATION --- -- ROOF SHEATHING - BUILT UP ROOFING ---- - - --- CAP FLASHING — _ �� SEE STRUCTURAL COURSE PATTERN INSULATION PROTECTION BOARD - INSULATION PROTECTION BOARD SHIM FOR SLOPE -- '�� P1B �\ -- ROOF- FRAMINC' - De` E lopment BUILDING PAPER - OVERLAP ' -� BUILT UP ROOFING RIGID INSULATION ------ � \ 5F_% STRUCTURAL MEMBRANE FLASHING FLASHING � �- FLASHING - _�, ROOF SHEATHING - 1 SEF. STRUCTURAL MASTIC MEMBRANE CONTINUOUS CLEAT --- L.L.L. \ I •. __ - - ROOF FRAMING I CONTINUOUS CLEAT c I I 2X P.T. NAILER FLASHING 1 �" GYPSUM SEE STRUCTURAL �- WOVEN MORTAR r BOARD TO _ - SOLDIER COURSE SUSPENSION BATT EXTEND TO 10'-0" A.F.F. --- -- GALVANIZED STEEL LINTEL - 1 � SHEATHING - SEE STRUCTURAL SHEATHING _ - OUN fER FLASHING 14915 S.W. 72nd Suite 200 ANGLE, FAINT EXPOSED � 1 "� '}' -r" Tigard, Oregon 972.?a SURFACES - SEE STRUCTURAL. COUNTER FLASHING �`� I •------- ---- 1 .-. �- CONTINUOUS BUILDING PAPER BATT INSULATION -� r-- - - - �� 'V CLEAT I'rfTlcc 1: HEADER - SEE STRUCTURAL G YPSUM BOARD WFFP HOLE AT 24" O/C SOLDIER SOLDIER COURSE - \ 1 _ COURS- \. 7155 Bevelai�d MASTIC MEMBRANE I I — SUSPENDED - --- FLASHING �' CEILING WITH FIBER CANT ----� - FIBER CANT Buildings FUTURE BUILT UP ROOF ING -- -- ��'" - TENANT BUILT-UP MEMBRANE SIAINLESS STEEL DRIP IMPROVEMENT �~ SET ON I_INTEI_ AND I \-=� SOLDIER ROOFING ASSEMBLY ADHERED TO MEMBRANE " �` -` COURSE OVER RIGID INSULATION FLASHING _ GYPSUM �- « BOARD VENT - VERIFY PIA-A I BRICK VENEER I, 7155 Beveland I 1)REFR%iN i H( AD -- - / REQUIREMEN 5 BRICK VENEER Tigard, Oregon — SEALANT WITH ELEVATOR MANUFACTURER I ------ ---- - ------ '-- — Sheet Title: I - --- - i Details -5 Window Head s Flashing at Penthouse _ 7_ Flashinat !° r� 'iouse s Parapet C 3"=1' 0" 116 1'-0.1 JIC 1 =1 -01. G 1!h'=''--0" 5' BS- i 5' bs.3 bs3 `J BS3 i INSULATION PROTECTION BOARD - ----- BU'" T UP ROOFING BUILDING PAPER - 0`,'ERLAP IPIA RIGID INSULATION - \ ___ BALLAST BUILDING PAPER - OVERLAP - MEMBRANE fLASHING i- -- \ ROOF ONLYT LOW MEMBRANE FLASHING - --- . ROOF SHEATHING SEE STRUCTURAL — WOVEN MORTA'Ir---� -----` ' .>•.• CONCRETE MASONRY i SUSPENSION BATT --- - r, UNIT WAINSCOT - i - FLASHING MASTIC MEMBRANE ` 9s !; S ___ FLASHING -- \ GALVANIZED STEEL LINTEL \\ _ Revisions ' ANGLE, PAINT EXPOSED r• STOREFRONT JILL_ 1 -- - - 's �' 7 WOVEN MORTAR SURFACES - SEE STRUCTURAL_ SEALANT SUSPENSION BATT METAL SILL BY STOREFRONT -' , e �- - Y' -" - WEEP HOLE AT 24" 0/C MANUFACTURER FI.ASHING _ _ - I' � STAINLESS STEEL DRIP ! SEALANT T..- - - > � SET ON LINTEL AND ) ii I 4 ADHERED TO MEMBRAFLASHINE - �' COPING BRICK lI FIBER CANT -- BUILT UP ROOFING GROUT SOLID I INSULATION PROTECTION BOARD I '< � Q GUTTER /, RIGID INSULATION METAL SOFFIT PANEL ---� — � E200F FRAMING SEE STRUCTURAL ---- " MILDREN DESIGN GRp1N, Toa• „u - FL ASHING �_ - - H T Ic;H S RESERVED SPANDREL PANEL THESE DP,AWINGS ARE THE PROPERTY C, TO METAL MATCHBREAK 57UREFRON7 - IOT TO BE Of USED OOR�REPRoOur O IN AND ANY Q S'w ., '• 'ave-.4 —� — MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION O►- MILDREN I�SICN GROUP, P.C, \ y i PIA S June 2004 I Date: ° Drawn by: Checked by• ' ROOF SHEATHING T.1K Y SEE STRUCTURAL P2A Job Number: 103,317 �� ROOF FRAMING I SEE STRUCTURAL --� Sheet (I �� I of: Window Sillrko-'� Foo r Gutter '12 Roof at Brick Veneer f 13S-, 5. �.21�"=, -0" _- 5 t chin Permit Submittal - dune 2004 A5.2, I�r IJII a l . i. '"f7111� .ISI ^•`my�yY erRN Ina. ..... ..,t,:.:.., i.. h .:- !!" 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Eiq `• ��� ly'�� �I 1 it 1 11 I , �?{,'1 ;+ Rx,•yY� - �;..,� +y -`- ' J•.0 .0��ks:lvfF.j'�1 kM Y.M1. .t - :,iT: !H- .h1• n4149ia. ."t,eyN>;...t:k9t1,.3d1:'. Nl+t:'i'»•..., „ _:r:'S ._+ix,,< .L• r a.'k',1,. ;:;;; I_. , 1 .. .. n'r,. :. :. t Y �kP P `» I k s V1 _ / MILDRI N DESIGN GROUP, P.C. AKl I ATFL I UNI: • "PACT PLANNING RUBBER CUPLER— SEALANT- -- FIN1Shi PLY 7650 S.W. Beveland, Suite 120 STOREFRONT SILL --- ----MINERAL CAP SHEET -- ROOF HATCH - SEE Tlgard, Oregon 97223- 00? —� STAINLESS STEEL MEMBRANE FLASHING r - -- - METAL SILL BY STOREFROf�T CLAMP _ N DETAIL (503) 244-0.V)2 MANUFACTURER - STAINLESS STEEL FLASHING BELOW SE r IN FLASHING -- CAP SHEETT ROOF FIBER CANT --- // \ CEMENT OR HOT ASPHALT FLASHING PLY z ----- --- - (2) 2 X 6 BALLAST �. ROOFFELTS O --- _-. _-_--_-----CENTER ANCHOR ON FRAMING ROOT= HATC BUILT UP ROOFING ---- I j NSULA TION PROTECTION GUARD --- H o � - _ I j NAILER — — FIBER CANT zUj Lj — RIGID INSULATION - \ �• � } RIGID INSULATIONi - ia � - -- -("O RUNG AT V-0., ► - -INTERPLIES - — a O — _==- 0/C i YPICAL. 21 -0 1p aLL —=�- ---- f ----BASE SHEET 1 ----- F.B X 2 RAIL OVERLAY BOARD ROOF SHEATHING z -- ------•RIGID INSULATION ----PLYWOOD DECK - DOUBLE 2 x 6 Q Q - -- R X 2 X 2 WITH - _ - - - — rx (1) 36"0 EXPANSION -------- --- ---P.T. NAILER U- ANCHOR { f ROOF SHEATHING �S` v� SEE STRUCTURAL 3913 ROOF FRAMING 5 NORIA KRiZ �--; • SEE STRUC TURAI - i Sill at 2nd Plonr _ _ 2 Pie Penetration _ _ 3_ Roof Hatch _ _ 4 Ladder to Interior Wall _Elevation 9j� OF C� 45.3 3"-''-0' A5.3 x.,_1'-0" 1 "=1'=0" , bc7 12d1b 5.3 12x3-, 5.3 5 2 1'- o" _---- Owncr: - ----- - ---- ROOF STRUCTURE LIMMLER, Development, L.U ' ---- — — STC CONNECTOR AT 24" 0/C, ALLOW NAIL_ IN TOP R TO SLIDE 1N SLCT - ALTERNATE 14115 S.W. 72nd Supe AM SIDES > - --SUSPENDED CEA.ING Tigard, Oregon 97223 - - -- - SEE DETAIL ------- - F.B. X 2 RAIL ___—. GYPSUM BOARDI,1 r r --- - 155 Bevelancl 48" 0/C MAX. _-- R )fs X 2 X 2 I f ----_----SEE PLAN FOR WALL TYPE U u i lel i ngs / WITH 36"0 LAG BOLT 1 LL -- --PTR WHEN ON CONCRETE --------_-- 2 X BLOCKING I i 133 lie 'eland ----- ----4" RUBBER BASE. TYPICAL Tigard, Oregon - --- GYPSUM BOARD ShcrI 'I'll ll, Details _ s Ladder to Interior Wall - Plan 6 Non-b_earin Partition Wall _ I 5.3 5h1"-1 -0" ~ 5.3 3"=1'--0" WOOD STUDS AT CONTRACTOR'S OPTION. PROVIDE BLC ,KING AT lawood SUSPENDED CEILING IF OPTION IS USED. Interior Wall with sum Board Exterior Wa 11 with Br ck �� WATER RESISTANT AT PLUMBING WALLS V --r • PIA: 719" GYPSUM BOARD I P2A: (UL DESIGN U305) STC 30-34 I � �" GYPSUM BOARD TYPE X 2 a 6 AT 16" 0/C 2 4 AT 16" 0/C R19 BATT INSULATION WITH VAPOR BARRIER `"� x . I %" GYPSUM BOAR() TYPE X Revisions: \\\ PLYWOOD - SEE STRUCTURAL 3" SOUND ATTENUATION BATT BUILDING PAPER I "� StE STRUCTURAL FOR SHEAR WALL NOTES _ AIR GAP BRICK VENEER - CMU WAINSCOAT 9ELOW 2'-2" A.F.F. C SEE STRUCTURAL FOR SHEAR WALL NOTES • P2.B: (UL DESIGN U305) STC 30-34 %" GYPSUM BOARD TYPE X " 2 x 6 AT 16" O/C • PIH: GYPSUM BOARD TYPE X ......... \ 2 x 6 AT 16 O/C i 3" SOUND ATTENUATION BATT R19 BATT INSULATION WITH VAPOR BARRIER SEE STRUCTURAL FOR SHEAR WALL NOTES �\N PL YWCOD - SEE STRUCTURAL �\ BUILDING PAPER AIR GAP — - BRICK VENEER - CMU WAINSCOA T BELOW 2'-2" A.F.F. - _ ?004, AU _ MILDRFN Dl SIGN GROUP, P -- 1�' SEE STRUCTURAL FOR SHEAR WALL NOTES RIGHTS RESERVED ® .0 - „ * THESE DRAWINGS ARE THE PROPERTY DC - — _ AND ARE NOT TO RE USED CR REPRODU( DIN ANY ' 1 MANNER, EXCEPT Willi WRITTEN PERMISSION OF MII.DREN DESIGN GRC}JP P C bate: IS June 2004 brawn by: Checked by. TA kh Number: 10,`3,317 Sheet of: s Wall T' P1Wall v f �� "="-O- y --- _ �0 Tye P 5.3/-3P1 -53 P11 Building Per pit Submittal -- June 2004 A5.3 12 .,rr....... -_ .. -...... .__..- ._._.-_.... 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Jill u n � y,te i f l 1 MILDREN DF SIGN GROUR PCr %kc_IIriE(:ILIKE • SPAkk 1'IA.NNINK% iG.50 S.W jk%elalid, Suite 120 Tigard, Oregon 97223--8692 (50,3) 244-0552 --ALUMINUM STOREFRONT WITH I I OFFSET GLAZING i V-0w r- - CONTINUOUS ANGLE 4 X 4 11 s X WITH X15 AT 2'-0" 0/C ---CONTINUOUS SEALANT j. � PF.EFORMED JOINT SEALER CONCRETE SIDEWALK SEALANT -- — — VINYL DOOR BOTTOM FT— _1 O PI BRUSHED CONCRETE / METAL THRESHOLD F1 I 7=-E 1 .0, 1 P P ,� CONCRETE SLAB ON GRADE �Q ' � f J --- SEALANT OMA91Ji RIL ►-'-� T S T 9 I Overhead Door Sill Section 2 Storefront Sill _ 3 Door Sill Section OF 5 3/4' _ 1'-0" 1�"- i'-p' 3"=1'-0' DS d6 0%% ilei General Notes _ -•-- -- - ------ .- — -_ L I IVT M L E R ' 08110 STEEL DOORS AND FRAMES 01010 PRO,iEC7 SUMMARY l Work: The work under this contract/pro)ect is to include all the labor, materials, transportation, equipment, supervision, and Manufacturer's standard factory (G60) galvanized, bond•rized, and rust inhibitive prime finish. Flush Doors: 16 gouge Development, -ervices necessary for and reasonably Incidental to the completion of all construction work in connection with the drawings cnd galvanized sleei. specifications Steel Skin for Style and Rail Doors 16 gouge steel Edge Treatment Seamless, continuous welded and ground smoot�. seam. L.L.C'• 01041 PROJECT COORDINATION Shop Finish Monufacturer's standard (G60) galvanized, Donderized. and rust inhibitive prime finish -------BRICK VENEER Provide tap caps. Verification: Verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify the Architect of any discrepancies prior !a stout of work 08410 ENTRANCES AND STOREFRONTS Coordination: Coordinote the work of all subcontractors to prevent duplication of effort and to ensure proper sequence of Framing System II /- operations. Framing members: ASTM 8-221, extruded olum,num alloy. Alloy and temper designation 6063 T-5, or 6063 T-52. 14915 S.%*, 72nd Suite 200 t Tigard, Oregon 97223 Where there are conflicts between spec`cations prepared by differing design professionals, the most restr ct,ve and detailed Performance. ~` Y specifications shalt govern. Air Infiltration ASTM E 283 Of+ cfm Water Infiltration: ASTM E 331; no water penetration at test pressure of 8 psf WOVEN MORTAR 01045 CUTTING AND PATCHING SEE PLAN FOR WALL TYPES SUSPENSION BATT Patch and Repair: Patch and repair oft existing work damaged by new work to evisting condition or r ^ er w condit or, wh chevis Deflection Limit deflection to 1/175 under combined total load o! 15 pet I'' ,K'i't - appropriate Finish: Architectural Cl iss i, dark bronze, anodic finish. _ WEEP HOLEAT 24" O/C 01060 REGULATORY REQUIREMENTS 1 5 e l ](.1nil Manufacturer Kawneer or equal Bas 1.e ` 1.1 Code Conformance Materials and workmanship shall conform to the Uniform Buildiny Code ;;nd applicable State and tederal Manufacturer (Doors) Poorde manufacturer's standard Medium stile door complying with ANSI 1171 with the following -- BRICK VENEER i req,.irements. R t features B U � ld i 1�gs MASTIC MEMBRANE FLASHING References All references to codes, specifications, a I standards ore intended to be the latest edition, amendment and or Hinges Offset pivots _ / 1 revision of such referencr stondord in effect. Closer- Conceu'ed `'loser Push/Pull Hardware 01600 MATERIAL AND EC:IiPMENT threshold: standard for overhead closer and offset pivots ' $TAINLkS$ STEEL GRIP SET It is the contractor's responsibility to be certain that all equipment, products, and materials selected by the Contractor, or for Weather-stripping Pile weather-stripHAMA 701.2 I the Contractor b subcontractors or material suppliers, conform to requirements o' We Drawings and Sign 1' high letters '7hro Ce x to remain unlocked during business hours. / ON INTEL ANGLE AND ADHERED Y DP q q Specificotth c Approval of Cylinder: standard -pin cyt:oder TO MEMBRANE FLASHING, PAINT manufacturer does no retiero contractor of responsibility for providing materials and equipment which comply with contract Glazing: Provide tempered, insulated gloss ASTM C--1048 clear complying with ANSi 297.08710 1 or CPSC 16 CFR 1201 _ � documents. 7133 tie%elanfl EXPOSED SURFACE FINISH HARDWARE Qualifications of Manufacturer Products used in the work of this Section shall be produced by manufacturers regularly e.rgageC Tigard, Oregon SEALANT in manufacturer of simiicr items. with a history of successful production acceptable to the Architect. \` -Gtil_VANiZED STEEL General Provide all hardware for compete dour oaernhon. ANGLE - SEE STRUCTURAL Qualifications of lnstcilers Use adequate numbers of skilled workers who are thoro4,ghly trained and experienced n the Finish: 526 Satin Chrome -- -- ------HOLLOW METAL DOOR AND necessary crafts and who are completely familiar with the specified requhemenfs and the methods needed for proper FRAME, PAINTED --------SEALANT performance of the work. Application. Locate hardware in accordance with DHi-04 and DHI-05 When approved, slight variations in ,ocatons or �— Sheet 'I'll IC. Delivery, Storage, and Handling. Deliver the work to the job site in such quantities and at such times to oss:i,e the continuity dimensions will be penr,tted. Application in accordance with DHI-02 ----HOLLOW METAL DOOR AND of the installation• Store units at the job site in o manner to prevent phy,ico' damage, and in a manner to keep all markings 08810 GLAZING Details 4•islble L./ U 1 1 FRAME, PAINTED D Plate or Ptote Gloss: ASTM C-1036 Protection: Use all means necessary to protect the materials before, during, and after installation and to protect the war* and materials of all other trades. Tempered Glass '•]irM C-1048 Strengtnened to approximately 4 times its mnnufacturo' strength. Meeting standards of 4 Hollow Metal Door Jamb ri_'� Hollow Metal Door Head AC 16 CFR 1201 CI and CII and ANSi 297.1. MonuL cared articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, ono conditioned as 5.5 j "- -(j" �— ---~- — - '- ��.�� 11 "_T'-O" ---� — directed by the respective manufacturers, unless otherwise specified. J \"((LLA � Insulating Gloss. ASTM E-773 and ASTM E-774 Standard Specification for Sealed Insulated Blass Certified to Level -'BA d13 d7 01700 PROJECT CLOSE-OUT by insulating Glass Certification Council (IGCC). Project Cleanup: Upon completion of the work, remove temporary buildings, structures, fences, scaffolding, surplus materials, and Installation: install glass in accordance with glazing guidelines set forth :n 'lot Glass Marketing Asscctatior (II Glaz,ny rubbiM of every kind from the site of the work. F -fore acceptance, leave the building, interior finishes, glass, floors and ceilings Manual and SIGMA. brrom clean 09250 GYPSUM BOAPD -- --- GYPSUM ' BOARD Certificate of Occupancy: Subsequent to final inspection, accomplish nrcrtssary corrections and obtain, arrange, and pay for Certificate of Occupancy, t;yl+sum Board- ASTM C-36. ---- -- - -- — GYPSUM — BRICK VENEER Project Record Documents: As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their worx shall keep of Wtter Resistant Board: ASTM C-630. Y� QARD project site or accurafeiy marked ,fob set of Contract Documents showing all changes and deviations from original drawings. Accessrries ASTM C-1047. These shot: be available to the Architect Accurate measurements of all undergromd services and utrity references to the bn -'- ------- --- - ------ - SHEATHING BUILDING r--APER building ni,otl be kept, Threcords f buried hlh ep . ese ecos oureutilities should note ccnges of directions and locafio, by dimensions and Fasteners ReVltitonS: i location by dimensions and elevations, as the utilities are actually installed. --- BUILDING PAPER SHEATHING 07210 BUILDING INSULATION Screws: ASTM C-1002 WALL / Kraft Fated Lrsulotion " LINE QRoils ASTM ,,_5+4 `~ 1 1. Industry Standard: ASTM C 665, Type ii, Cars C. Panel Thickness rr I 2. insulation Flame Spread: Class A, 25 or less. Provide 5/8' thick ponds typical. unless noted otherwise 3. Vapor Retarder Flame Spread: Class C, 225 or less. Provide 5/8" thick water resistant panels at walla of toilet rooms and wolfs with plumbing fixtures. 4. r'erm Rating: 1.0 5 Mineral Type: Fiberglass Applicotion: ASTM C'-849 Standard Specification for Application and Finishing of Gypsum Walfboarl }' 6. Flanges: I' wide vapor barrier (irsidw- face). 099U0 PAINT _ n BRICK V-_NEER t Unfacer+ Insulation: ZZ 1 I,._ istry Standard: ASTM C 665, Type I. and ASTM E 136. All work shall be in accordance with pertinent recommendations of the painting specifi:ation manual nor the Par.fi, o / 2 insulation Flame Spread. Class A. 25 or less. Northwest as published by the Painting and Decorating Contractors of America. SXSX6 X CON t WITH 3. Mineral Type: Fiberglass. v Manufacturer's acceptable for Point. Sherwin Williams Raddo. Miller, �t d SCREWS A T 07510 BUILT-UP BITUMINOUS ROOFING tz� o/c ro scut? \ l Apply al! points in strict accordance with manufacturer's can label regarding coverage, thinning, and drying Tim. I Subcontrac!orb Oualifications: Approved by the felt manufacturer as qualified to instal! the material. t y r \ Where surfaces require more than one coat o/ paint, provide ail coats by single manufacturer. n4z \ I Guarantee: Perform wc-k and mace provisions to conforn. completely to manufacturer's requirements. Do not include fe- in hid. Owner has option of requiring and if issued, fee will be paid by Owren. 14240 HYDRAULIC PASSENGER ELEVATOR S15TEMS 11ittlI DESIGN GF;61JP, P C., 20tH A--u RIGHTS RESERVED SEALANT + Standards: 1. Minimum UL Close B system on insulated deck. 1. Pcwer supply. 480/277 volts, 3 phase, 6G HZ a . or 2. Attachment: Minimum FM 1-60 Class. 2. Rated net passenger car capocit)r. 2,500 pounds HESE DRAWINGS ARE tl1E PROPERTY I z1 - - 3. Passenger car speer) 100 feet per minute MILDREN DESIGN GROUP. P C. AND ARE SEALANT Manufacturer's Warranty. Furnish manufacturer's standard roof material warranty on manufacturer's standard hull', setting forth 4• Landings: 2 stops with 2 openir,Ts in line NOT TO BE USED OR REPRODUCED IN MIY r� \ terms, conditions, and limitations for roof system materials. 5. Snfety Code: Comply with Safety Code for E'evotorr and Escalators. ANSI/ASMF A171 MANNER. EXCEPT M1TH THE PRIQR NNItTEN r'ERMI5SIt7N OF MILDREN DLSIGN GRWP. P.0 fii'M -— FLASHING Installer'. Warranty- 15010 MECHANICAL e 1. Famish lnstdler' roof and flashing warranty for o water tight roof aril floshir,q aystrm far not less than two years. Date: 18 Jun(' O 2 Installer shot' ce defective roof and flashing systems which fail within two years after Substantial Completion without F'y separate perm,,. I ddditiondl cost to R owner Drawn b r I I Q 15400 PLUMBING Y Checked by: iA r I 07620 SHEET METAL FLASHING AND TRIM TA :11By separate Ormit ( 1..T rY➢*1 � t + . _—_ _ _ I General: Provide flashing sheet metol fasteners and accessories required to pre.-tent water penetrofiorn thrrwgh ex'erior building _ a n t ---- - --- O 16010 ELECTRICAL — 41li,}4VERHEAD DOOR, TRACK SEE STRUCTURAL wall and roof systems 0 AND CONNECTION BY Job Number: 1(1, 17 By separate permit.rlhf t,. FOR FRAMING tihf'et r ` v '�� DOOR MANUFACTURER - inetallation: comply with recommendations at the following: P "' Sheet ketol and Air Conditioning Contractors National Association (SMACNA), Architectural Sheet Metal Manual, Currrtnt Edition. of: s National Roofing Contractors Association (N',CA) 'The NP,C'A Roofing and Waterproofing Manual, Current Edition.' 4 s Overhead Door Jamb Overhead Door Heald 07900 SEALANTS AND CAULKING t 0 -_ -- — �`' 17 m Q e 1 F , !' It ;1 td,1A`'"y " i `( 5• t]" Seal joints between dissimilar materials for watertight serol. Provide watertight coutked joints of oil building exterior locations BuildingPermit Subi 1 litt4kw June 2UQ4 ! lV.� DB where possible water penetration through joint may occur. i 12 I 1111 1111 flit till 1111 41 1 III! ll ' 1 ' 11+ r i i txLd itti 7YwADtA pNws ':4:tEin +e4k*W>gi+t r ,fiao-ues iYtit�i, ti hw,�tlen:�r .. . Cm t I ' I ( It�ll 111111 IIt1111I1 i. ,(111.}.IIIIIIII tllllllrl tll '11l IIIIIHIIII;iIf,! ImIlml Illi 1111 IIII i+, - +1111 II! Lt1111t1{!1111 !ti(`1f11}r!ifllilll 1!11 1111 Ilii !!II ltl;illlrjl!i; tt.! 1!11'!11) I!ll tilt !ilii+ilii+tl! II! i I!'!rl+,!t ilii i LEGIBILiT�►'8TR,P o 1 .� °! I I ! 1 I 3 2'a ��� 1 2fs Il 10 2 13 14► 'f 7 s 20 2i 22 ( 7 10 n,m.i tin 28 2_4 3.. NOMI on 10E d 1 - , 0, IN . .♦-. a .. v '..1.: ,. : :. .., .- .. i - -: n • '. 5.. ,ry t I i { &A11K,I,iT I DEEP //-_21 2 x9/4 KEY OvENERAL ST'R=TUR _ 'MOTES 8' GOOF f,?,E a JIL EL1EIST -. F • 9 • c s • G d '' J.1 • CONFORM TO THE UNIFORM BUILDING CODE, 1991 EDITION, AS AMENDED E3Y THE NELSON E DE'r-7)�WE DIS UDS SHALL BE AUTOMATICALLY- WELDED WITH THE MILDREN DESIGN GROUP, P.C. c a I ` STATE OF ORC'GON, MANUFACTURER'S 5TANDAT RD EQUIPMENT' IN STRICT ACCORDANCE WITH THEIR 8 12 $1 ►` �F31IER19_ RECOMMENDATI;)N5. ARCHITECTURI-. • SPACE NI•ANNING 4'' CRUSHED ROCK BASE DESIGN WAS BASED ON THE STRFN,::144 AND DEFLECTION CRITERIA OF THE 199`1. CONCRETE EXPAN51ON ANCI-TORS HA r- 5, 7650 S.W. Beveland,Suite 120 4 CRUSHED ROCK ISASE UNIFORM EUILDING CODE. IN AD')ITION TO THE DEAD LOADS, THE FOLLOWING SHALL BE 'SIM 30N WEDGE-ALL STUD ANCHORS OR �T�NAT� ENGINEER APPROVED EQUIVALENT. Tigard,Oregon 9722 3-Kh92 LOADS WERE USED FOR DESIGN, WITS•! LIVE LOADS REDUCED PER UBC: (SQ 3)244-0552 CONTROL JOINT 04 SMOOTH DOWEL x 2'-0" LONG j'1_ET ,s: SLic� ans O1 13GALEs �" • I'-O" � 2'-0" O/C GREASE AND WRAP ROOF: 25 PSF (SNOW DRIFT A5 SHOWN ON DESIGN DRAWINGS). ALL STRUCTURAL AND MISCELLANEOUS STEEL :,$TM A36 (F'r.36,000 PSI) UNLE3! ONE END OR PLASTIC COVER NOTED 01HERWI5E ONE END- ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSJMED). T.S. COLUMN: ASTM A500. GRADE 'B' (Fy.46000 PSI). ALL BOLTS: ASTM A307 UNLESS NOTE-D OTHERWISE. c ° •. - - a J SEISMIC: ZONE III, R 5.5 (5011 PROFILE: TYPE U) WELDING PER A 6 STANDARDS. E10xx ELECTRODE AND 5) AWS QUALIFIED WELDERS. ALL STEEL SHALL HAVE SHOP COAT WIND: 80 MPH - EXPOSURE B. 5 PSF MINIMUM NET UPLIFT AT ROOF 01575. �L GEF: TO B D STEEL NBELOW FINISH GRADE TO BE COATS[) WITH ASPHALTIC PAINT C r r EXISTING CONDITION5. CONSULCIN(: E:;N(;INEFRS 4" GRI3HED ROCK BASE THE CONTRACTOR SHALI- FIELD ti'ERIFY ALL EXISTING CONDITIONS, D'MEN510N5 AND ERECTIONDESIGN, FABRICATION, AND RECTION SHALL BE IN ACCORDANCE WITH THE 'AISC 7950 SWBevW"ft"t SAO 100 - ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF STEEL FOR BUILDINGS' WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND Turd OrW 97223 2 CONSTRUCTION JOINT THE WORK GAS WELDING IN BUILDING CC>NSTRUCTION AND SHALL 5E 3/16" MINIMUM UNLESS Raw(5W)443-3900 OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. Faz:(50W 443-3700 ! �10 BGe-D1 SCALE: /4" !'-0" TEMPO RARY CONDITION PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCIURAL STABILITY' OF THE NEW IS SUBMITTED TO THE ARCHITECT/ENGINEEF' PRIGS TO FABRICATION. 11/2' AIR SPACE AND EXISTING STRUCTIiRES AND WAL.L5 DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGe HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL METAL STup� CONFIGURATION ONLY. LIGHT GAUGE METAL STUDS SHALL 5E OF THE SIZE AND TYPE A5 SHOWN ON THE DRAWINGS. THE METAL STUDS SHALL BE MANUFACTURED BY A MEMBER OF THE METAL ,�j�@I'i1T7A�S_ STUD MANUFACTURERS ASSOCIATION (MSMA). I SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO ?xb STUD WALL, PER PLAN { FABRICAI'IONI AND CONSTRUCTION' REGARDING ALL STRUCTURAL ITEMS, INCLUDING Fy850,000 PSI FOR 14 GA. AND I6 GA. STUDS. Vj t x THE FOLLOWING: Fyj33,000 PSI FOR 18 GA. AND 20 GA. STUDS. ' FT. 2y6 SILL PLATE W/ CONCRETE MIX DESIGNS, CONCRETE AND MASONRY STEEL REINFORCING, EMBEDDED FASTENING OF COMPONETS SHALL BE WITI-I 08 SELF-DRILLING SCREWS, UNLESS L� id.72u %''%";(4'' EMBED A.B. STEEL ;TEMS, STRUCTURAL STEEL, GL-JED-LAMINATED BEAMS, AND PREFABRICATED NOTED OTHERWISE ON THE DRAWINGS. THE SUDS SHALL BE SEATED FIR"'IL?" IN (i ?Oe��7• 4'-0" O/C MAX. U.N.O. 2xb STUD WALL, PER PLAN --- PLT WU NOT REQ'D 4" GUT VENEER WALL SOLID' AT SIM. GOND. WOOD JOISTS AND TRUSSES. BOTH THE TOP AND BOTTOM TRACKS. GYPSUM WALL BOARD OR PLYWOOD SHALL BE -� ORKGO GROUT WALL BELOW GRADE - CONC. bLAB, PER PLAN APPLIED TO EACH FACE OF STUD AND FASTENED WITH DR*T WALL SCREWS AT AIF THE SHOP DRAWINGS DIFFER , RCX1 , OR .aD.. TO THE DESIGN OF THE STFRU...TURAL MAX!"UM OF 1'-0" O/C UNLESS NOTED CTHERWISE. � JO DRAWINGS, THEY SHALL BE CLE ARL T' IDENTIFIED. ANY CHANGES TO THE STRUCTURAL. lyy TURNBP -4 P.T. .x., PLATE W/ i- GONG. SLAB, DRAWINGS SHALL BE SUBMITTED TO T-IE ARCHITECT/ENGINEER AND :4RE SUBJECT TO CAR�'ZNil RY: " `` 4�"o AB., SEE PLAN SEE PLAN REVIEW AND ACCEPTANCE OF THE ENCsINEER. SAWN LUMBER DESIGN 15 BASED ON THE NATIONAL DESIGN SPECIFICATION LATEST EXP: 6/30/06 -�� --1 , OR 4x6 PLATE W/ EDITION. 5:IN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION ! _ s4' o AB., SEE PLAN - CONTROL JOINT, DESIGN DRG'1JING5, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION! GRADING RULES. ALL LUMBER --- -- SEE DETAIL 1/Si.10 NOT SPECIF=ICALLY NOTED To BE D.F. d OR BETTER ALL WOOD IN PERMANENT FABRICATION OF !'TENS THAT ARE DESIGNED BY OTHERS, INCL-CODING: r � r 2' GLR ' PREFABRICATED WOOD JOISTS WINDOW WALL, AND ALL. OTHER GLAZING SYSTEMS CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLE55 AN APPROVED _ - -- -- �'' FOOTING 'b' „' --� SHALL BEAR THE SEAL AND SIGN*NTURE OF A STRUCTURAL ENGINEER REGISTERED IN BARRIER 15 PROVIDED, FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL I'-b" MIN- "— THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEF:R BE MANUFACTURED BY 51MPSON STRONG-TIE COMPANY (OR ENGINEER 14PPROVED EQUAL Z I M M L L R A I'-11/?" ;i PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS CF' THE AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHCW*1 SHALL J "'1 — p 0 -9„ SEE PLAN �� • 199'1 UBC- BE SIMPSnN HU OF SIZE RECOMMENDS^ FOR ("'EMBER- ALL FRAMING N41L5 5H4L'- �- (2) 45 CONT, TOP l __ �-_- � EARTH�� BE GOM'�oN NAILS. NO BOX NAILS ALLOWED. �J���v e 1 o p m e n t, 3 GLR 3' GLR QCINF, AT SHEARWALL PROTECT INCOMPLETE WOr-K FROM FL-OGDING- DURING STOR"1S OR OTHER CAUSES, PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF 'U.S. PRODUCT 11 SEE PLAN THOROUGHLY BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST STANDARD P5 I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD' OR APA PRP-108 '��•�• - ^` `---"'- SEE PL-AN UPLIFT DURING CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT PERr-OFZ-ANCE STANDARDS. UNLESS NOTED, PANELS SHALL. BE APA RATED DISTURBANCE_ Cx AND TO PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE IS TO SHEATHING, EXPOSURE 1, OF THE THIC:<NESO- AND SPAN RATING SHOWN ON THE 3 FOOTING SECTION FOOTING SECTION BE POURED. DO NOT ALLOW WATER TO ACGUMULA?E IN EXCAVATIONS. REMOVE DRAWINGS. PLY"WOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA WATER TO PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED RECOMMENDATIONS. ALLOW '/&" SPACING AT PANEL ENDS AND EDGES, UNLESS S1.IO e0Q`0' SCALE: A/4" ■ I'-0" Sl.lm BOB 03 SCALE: i" ■ I'-0" FROM THE EXCAVATION5 AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER I F`11 � SAV. 7�IIT(I, tiulls' 2Ul) STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE. ENSURE THAT i iI, ()rl (!,�n 97 i THE WATERING OPERATIONS WILL NOT ADVERSELY EFFECT FOUNDATIONS. MAINTAIN ALL ROOF SHEATHING AND 5UB-FLOORING SHALL BE INSTALLED WITH FACIE GRAIN - THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRE; TO COMPLETE PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS ROOF THE VENEER WALL, FROM THE 50TTOMO OF EXCINA PROPER AVATION. FOOTINGS SHALL.EAR ON UNDISTURBED SOIL SUPPOR ED BY - - !ALL BEE, OR HAVE EDGES �L EITHER BE BLOCKED, TONGUE-AND- I '� PLYCL!PS. SHEAR WALL SHEATHING 5i-!ALL BE BLOCKED WITH 2X 24 I'rl,jri t: CONC. SLAB, _ PER DETAIL 3/51.10 NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. FRAMING 4T ALL PANEL EDGES. NAILING NOT 5PECIFICALLY IDENTIFIED ON THE PER PLAN 04 o 2'-0" O/C i 24 DRAWINGS SHALL CONFORM TO UBC TABLE 23-11-6-1. 715 5 Beveland WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERbE WEATHER, O��R EXCAVATE AND BACKFILL WITH 3/4" MINUS CRUSHED ROCK GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B. 4 COMPACTED TO MINIMUM OF '32 v OF THE DRY DENSITY" A5 MEASURED BY AASHTO TI80. PRODUCT STANDARD P5 56, 'STRUCTURAL GLUED LAMINATED TIMBER' AND AMERICAN Buildings ALT TO A.B 3-,''#x6%'' MIN. EMBED THREADED I INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN CAST-Its-�?L4GE CONCRETE: RITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE ROD USINIG HiLTI 'HY-150' I ' MIX DESIGN: PREPARE DESIGN MITES FOR EACH TYPE OF CONCRETE. 'ROPORT!ON OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY EPDXY. ylt 41s r1e� O O • MIXES BY EITHER LABORATORV TR!"",L BATCH OR FIELD EXPERIENCE "1ETHODS, U51NG AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL Rg- TION p�,R I.�'� - (2) 04 AT TOP MATERIALS TO BE EMPLOYED ON THE WORE: FOR EACH CLASS OF C%.-NGR.ETE REQUIRED. BE SIMPSON EG. BEAMS SHALL BE VISUALLY' GQADED WESTERN SPECIES INDUSTRIAL_ =r�° I�� OF WALL FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH 7T''E OF WORK OF GRADE, AND OF THE STRENGTH INDICATED BELOW: T5 C.OLUMN I 1 O O TYP. w i'HI5 SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESGNS, ALONG SEE PLAN- I I - -- 04 • 1'-0" O/C EA. -- 04 a I'-0" O/C EA. I I �il WITH TEST DATA 43 REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING COMBINATION T I I 11/2 TYP. WAY, USE 1'-0" MIN. WAY AT EA. FACE CONCRETE 7155 Beveland �'{ I/� I I Z c LGi� AT CORNERS J P��H '���QL 5P-�F� ASE 8' T Tigard,Oregon I ! R 3/xl0x®'-10" W/ - � ADMIXTURES; AIR ENTRAINING RAINING AGENT IN ACCORDANCE WITH ASTM G260 AND WATER- ALL 24F - V4 DF/DF (SIMPLE SPAN) P.I"• BLOCKOUT, I ! (4) a2"1x3" EMBED AS. REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH ALL 24F - V8 DF/DF (CONTINUOUS OR CANTILEVER) SEE PLAN - I I Q 4' 4' I CLR- 1 , CLR � 1' NON-SHRINK GROUT THE h1ANUFAGTURERS' RECOI'1MENDATIONS, MAY BE INCORPORATED IN CONCRETE GOND:. °,LAB \ I I Uhl DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFOFZ-I.I G TO ASTI`1 C260 SHALL BE PREMANUFACTURED WOOD JOISTS SHALL BE OF 1'uE 51ZE AND T`PE 6HOWN ON THE b' SEE FILAN - ! I -1 CONT- WATER USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO DRAWINGS, MANUFACTURED BY THE TRUE JOIST MACMILLAN COMPANY. OR AN Sheet Title: ! w STOP 44 1'-0" O/G WEATHER THE AMOUNT OF ENTRAINED AIR SHALL BE 5% - 1% BY VOA-UME. FLY ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE EA. WAY ASH SHALL NOT EXCEED 15% OF GEMENT CONTENT BY WEIGHT. MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL_ BE C.4PA3l_E OF F'nE'ral Notes r — - RESISTING THE WIND UPLIFT NOTED ON 1HE DRAWING5. THE JOIST MANUFAC MANUFACTURER r CONCRETE WORK SHALL CONFORM TO AGI 30i, CONCRETE STRENGTHS SHALL BE SHALL 151: JOB 9ITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF Structural° ' r3' n•_ ° VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C3e, AND SHALL BE A5 JOISTS IN WR;TING TO THE LRCHITECT/ENGINEER PRE"1ANUFACTURED WOOD JOIST S l r uc t u ra l l �� I FOLLOWS: ALTERNATES WILL BE CONST ERZED, PROVIDED THE ALTERNATE IS GOi iPATIBL_E WITH SEE ' � ' '�' s y THE LOAD C.'aP."CITY, STIFFNEE 3, DIMENSIONAL, AND FIRE RATING REQUIREMENTS rI _�_� � �"t• �� , a FOOTINGS AND FOUNDATION WALLS: f'c■2,500 PSI AT 28 DAYS. MAYIMUM SI-;IMP 3'' OF THE PROJECT, AND IS ICBO APPROVED. i )eta i 1 s 1 PLUS OR MINUS I" 3' CLk I SEE PLAN FDR SIZE ` -- --COORDINATE W1 I.1 �I�QNICA F--- -- ---- --i ELEVATOR SUPPLIER SLABS! f'c•3,000 P51 AT 28 DAYS: MAX MUt-1 SLUMP 3" PLUS OR r',l"�U: I THE CONTRACTOR SHALL COORDINATE SEISMIC RE5TRAINT5 OF ELECTRICAL T RICA E L Tv COL. / FOOTING �ro ELEV,4TOR F'IT SECTION EQUIP=MENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, CTIO NERY, AND'SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NO SHOWN ON THE ASSOCIATED FIF'FdCs WITH THE STRl1GTURE. ANY CONNECTIONS TO STRUCTURE NOT - STRUCTURAL DRAWINGS SHALL BE APPROVED Bl` THE STRUCTURAL ENIGINEER BEFORE CONFORMING 70 SHEET METAL AND AIR CONDITIONING! CONTRACTORS NATIONAL 51.10 eGr-D4 SCALE: 3/4" ■ 1'-0" 5I-�© BON-0s` SCAI.E: 3/4" = 1'-0" POURING, CONDUITS EMBEDDED IN SLA83 SHALL NOT BE LAW.%ER THAN ONE THIRD ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL OF THE THICKNESS OF THE 5145 AND SHALL NOT BE SPACED CLOSER THAN THREE ENGINEER'S DRAWINGS, SHALL BE DESIGNED BT AN ENGINEER REGISTERED IN THE DIAMETERS ON CENTER PROVIDE '." CHAMFERS ON ALL EXPOSED CONCRETE EDGES STATE OF OREGON, AND SMALL BE 6U15"77ED TO THE ARCHITECT/ENGINEER PRIOR t 3' UNLESS NOTED OTHERWISE. TO FABRICATION. Revisions: FO Q 3, REJNES2.B�NSi STEEL:INSPFS�ZIQI` REINFORCING STEEL SHALL CONFORM TO AS f 1 4615, GRADE 60 AND FOR DF_FORMED SPECIAL INSPECTIONS: IN ACCORDANCE WITH 5ECTION 1101 OF THE UNIFORM BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDE-) SHALL CONFORM BUILDiNG CODE AND APPLICABLE SECTIONS OF THE PROJECT SPEC IFIGATIONB. > _ PLAN TO ASTM 4106. WELDED WIRE FABRIC SHALL. GONFO47"1 TO ASTM A82 AND A185. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT T'='STIAKs TS COL,J'iN, PER PLAN - L ABOR4TORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS Or- WORK' ! I AT TS 5x5 REINFOR11N1G STEEL, SHALL BE DETAILED IN ACCORDANCE WITH AGI 315- LATEST I I EDITION ('DETAILS AND DETAILirJ<a CONCRETE REINFORCEMENT`). A. SOILS COi`1PACTION. ALL SOIL BEARii`IG SURFACES SHALT_ BE INSPECTED B v THE col_uMNs 2) ROUJ6 OF I©d R '/2x6xl'-0" W/ i2) I I REINFORCING STEEL 51'.Al-L HAVE PROTECTION AS FOLLOWS: SOILS ENGINEER PRIOR To CONCRETE PLACEMENT NAILS 0 b" O/C, SIMPSON 'HDQ8' %"1x5 EMBED AB, OR I I STUD TO br6 PORT HOLI7OWN, PER PLAN %"1x3v7" EMBED SIMPSON I —� B. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TESTING, AND REINFORCING. 1 TITEN ANCHORS • 5" O/C I I LEI-TIS: )"I_�IJ�'1 GOVER, \ l C. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINIGS, 4" CMU VENEER WALL SOLID I _ CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" GROUT WALL BELOW GRADE E � �-46 D. EPDXY ANCHOR PLACEMENT. - --' CO!vCRETE EXPOSED TO EARTH AND WEATHER: j GONG. SLATES, PER PLAN 'NOb THROUGH NO.18 BARS 2' E. STEEL FAt',RICATIC7Nd AND ERECTION. NOB BAR, W31 OR D31 WIRE AND SMALLER 11/7" F. FIELD WELDING. — MILUREN DESIGN GROUP, P C., 2004,��L— CONGRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: R1 X!IS RF.SCRVEO�` bx6 POST - I I SLABS, WALLS, AND JOISTS: T T 'RAL_.O_BF'ERVATIONS_ _ `��-- NO.14 AND NO.18 BARS II/7" STRUCTURAL OBSERVATIONS BT THE FNGINEER OF RECORD OR AN APPOINTED THESE DRAWINGS ARE THE PROPERTY or MIII)REN DESIGN GROUP, D.C., AND ARE N0.11 BARS AND SMALLER '/i" REPRESENTATIVE SHALL BE REQUIRED ^T THE FOLLOWING: TIMES DURING NOT TO BE USED OR REPRr")CED IN ANY CONSTRUCTION: MANNER, EXCEPT WITH THE PRIOR WITTEN , BEAMS AND COLUMNS: PERMISSION OF MII-DREN DESIGN GROUP. PC. EDGE f*EN rP WALL PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS II/ - OPENiNG At90VE � 7" AFTER THE ROOF SNEATHI�IG AND ROOF STRAPPING,, HAS BEEN INSTALLED, PRIOR TO Date: I h SIMPSON 'HD14A' STAGGER SHEARWALL NAILING Junc 2004 DOWN, PER FLAN AT RILL HEIGHT 3x STUDS COVERING WIT�1 ANY MATERIALS. -- _--_,__ " CONC. FOOTING, AFTER THE FL.COR SHEATHING AND FLOOR STRAPPING HAS BEEN IN5TALLF_D, PRIOR Drawn by: Checked by: PER DETAIL- 3/61.10 TO COVERING WITH ANY MATERIALS. STS RN'T THE CONTRACTOR SHALL NOTIFY THE EWGINEER (4) FOUR DAYS PRIOR TO THE - --- --___ xYrh, r,; COMPLETION POINT REQUIRING S!TE OBSEPOVAVON. Job Number: 10 317 z V Sheet �I ►40LUOLJN AT CORNER FLAN 8 B=OOTING SECTIO N , I Sl 10 . .., : : _,'• .. . ' ' Y SL�tZ) of- "(1°`^� SCALE, 1�„ � I'-01. rJL�(d eoe--13 SCALE: �4„ R I'-0" • t ,,. .. ...,..,...xvluwraur+nn.wr.wennh4M.'ulMiMr111E" �lwWti- a � ;. � _ -, 4 11 CFC, (III ILII ILII Illi II!! ILII Ill: llll ILII ILII ILII I II I{il Ilililllt III Il�lI ill ILII 1111 I II yl 1 I tl tltl I I II It11 III ILII Illi Illt ILII II11 Illt 11 I ILII 1111 li I II I Illi ILII I II I I I ! -�� " �• Id I I I ( I I I I I I � �il 111IlI I " LEOISILf1'Y'!:TRIP � � � � I I I ( � lomm.I�m 5 IO I I I2 13 la 18 I7 I® 18 ?_O 21 22 23 24 25 28 27 28 29 30 of NflNI st 10� 4, 0>C qpIt"11.1"M 1 i - y 4i nar ,41 • I FOOTING SCHEDULE 5UILDING 01-- 1'/2' I:1''/2' AIR SPACE LENGTH WIDTH DEPT'-, I-OWGITUDINAL TRANSVERSEMI1-DREN DESIGN GROUP, P.C. 'W' 'D' REiNFORGINCaI REINFORCING REI-1-'W5 aRCNITEC-IURE s1'.AIE PLANNING I i CONT. 2'-9" 1'-m" 131 5 CONT. '6So S.W. Beveland, Suite 120 ---- CENTER UNDER WALL I ----�--- - -- - Figard,Oregon 9722 3-8692 ?xb STUD WALL, PER PLAN HOLDOttly, PER FLAIJ O �'-@" (S) 5x6'-6" I CENTER UNDER COLUMN (SO D 244-OSS2 -- r- IE '/2x8x0 -10' W/ (2) ---------- 'S GCiUMN FF RPL AN - - - % •x3" EMBED SIMPSON C ANGHOR ROD, PER SCHEDULE C) 3'-9" I'-®" (4) 5x3'-3" (4) 5x3'-3" CENTER UNDER COLUMN WEDGE-ALL STUD ANCHORS I w! to '••2x4x0'-4" S'UREFRO*+T 5"v STEM, OR w. •x5 ' EMBED A.B. p ___ r CONT. 2'-@" I'-0" (2) 5 CONT. --- - CENTER UNDER WALL -- --- I PER PLAN ----r� � � 1" O/C 4" CMU VENEER WALL .°OLID p ! � --- _- _— I" NON-SHRINK GROUT GROUT WALL BELOWm P:�- GRADE - a �- GONG SLAB, PER PLAN OE 1-0" 1 (2) 5x1'-b" (2) 5 b x1'- " CENTER UNDER GO!_Ut-Rd PER PLAN � - —� �- --- T.M. RIPI'EY t -- r- CONC. SLAt3, a9'-3" 8'-3" 1'-2" lg) 5x�'-9" l9J ■5x1'-9" I CENTER UNDER COLUMN CONSULTING ENGINEERS �. --- -- -- -- -- --�—--� R r` I I —; 7890 SIN Bswrim Rro- t Sub 100 11 �� Tipvd Oregon 97223 (2) 04 TRAN5V. OVER I/ PLATE PFar. (900)443-3900 Fur.(503)443-3700 SEE PLAN ( ' CONC. FOOTING; ' PER PLAN a " tl OLDOUJ� SCHEDULE - � 11 - 't --- - • it , - CONC. FOOTING, HD -i STUD& EMBED i S MPSON 4NC.+CR 3' CLR PER DETAIL 3/51.10 r-- ------- 3' ---- -_--_— ! I 3' CLt2 -_ PHD2 �" (2) - 2x4 1'-0" SSTB'b I HDQs 'Itl" (2) - 2x =-I SEE DEATIL 2/82.10-{i 8 JEEPx6" WIDE THICKENED -- 5L AB EDGE W i i 2> 04 CONT. BEYOND I SEE PLAN bxb ! -- SEE DEATIL 2%52.10 HDI4A 1" bxb-� SEE DEATIL 2/S2.10 ! F TIN TI N F TING S CTION — — / 7 00 G SEC C 2 00 � le, eo �10 WM-27 SCALE: /i" 1'-0" 52.im toe-S2 SCALE: 3/4" ■ I'-0" NHE ANCHORS OTES: OLDOWNS ARE SIMPSON STRONG Ti oaeco �] 2x4 5TUD8 ARE MINIMUM, INCREASE TO 2x64 6" WALLS. t ALL BOLTS AND THREADED RODS TO HAVE STANDARD WASHERS. STUDS AND ►dOLDOWNS ARE TO BE CONTINUOUS \��J►y TO MUG SILL AND FOUNDATION WALLS (THROUGH FLOOR 1 STRUCTURE WHERE REQUIRED-) USE SIMPSON SDS '4''x3'' SCREWS. Exp: 6/30,,nF j I f Owner: t ZIMMLLR [)evelopmenr, 1491 S S.W.72nd, Suite 200 Figard,Oregon 9722 3 �8'-m' �1-„11•�t: ---- 2b'-m' ------ 26'-@' - BUILDING � � _ 155 Beveland I I I I FOUNDATION PLAN KEYNOTES: /--O 1. 4'' CONCRETE SLAB WITH FIBREI"fESH REINFORCiwCs OVER b” COMP-TED GR4vEL Buildings 2k 1,3 BASE. TYP. 2.1 I TYP. 2.1 I I I 1 2. 2'-m"• BLOCKOUT AT COLUMN, TYPICAL. 11 I1 7 09 ,E 3. SIMPSON 'HDQ8-6DS3' HOLDOWN WITH �"• FOUNDATION ANCHOR4. SIMPSON HD14A' HOLDOWN WITH bxb POST AND 1"• FOUN,)ATION ANCHOR.4----- --------I--------- 7155 Beveland - _ — _- UN ANCHORS. I rc , r n - 5'MPSON 'PHD2' HOLDOtiJly WITH �"e FO DATION iia egoO6. SIMPSON 'HD10A' HOLDc�,LN WITH 6x6 POST AND IVo FOUNDATION ANCHOR3AND T �/LI g I I TS 6xbx 4 COLUMN. Sheat 'l itle- s 8. T3 5x5x',a COLUMN. II I II i Building # 1 g g S. T5 4x4x3/16 COLUMN. - --- - -- 1-c�unrlation 5 1@. INCREASE STEM WALL li'IDTH TO 10'' AND USE P.T. 2x10 SILL PLATE AT 9'." STUD WALL. 3 11 O I I `-) 12 I1. THICKENED SLAB EDGE- { 6 I I I Plan I 12. BIDDER DESIGNED STEEL STAIR TYP. U 4 CJ. DENOTE16 CONSTRUCTION / CONTROL JOINT AT CONTRACTOR'S CPTION, PER 3 DETAIL 1/61.10 AND 2/61.10, e O� ! -� �� 2 ©r 2 I I TYP. CJ.- --- -._._ -- I- -- I --- - Y- - j Revisions: 9 8 r L �-- e _ — y �- y- L ( �6 I I y 3 O ' I 4 11 - 3 3 TYP. I � ----------------• (� MILQRFAr— .N DESIGN BJP, PX,. 2004, Ai1- -- __ - ---- __---- RIp4TS RESERVED (p L —_ __ —_ •-- •-- -•_ � — _r _— __ •_ � __ __ •_ __ __ THESE DRAWINGS ARE THE PROPERTY OF-' MILDR GN GROUP, PC., AND ApE -I \ NOT TO BE UtSrD OR REPRODUCED 1N ANY PERMISSION OFT WITH THE MILDREN DESIGNOR GROUpT PIC. 8` 3 Date_: 16 June 2004 haven hV: Chet kc•d >y; RNT .�a BUILDING '01 FOUNDATION FLAN .s. lob Number: I t)i SCALE: I,•e„ I'-@" --------317 Sheet S2. 10 h 9 Uir I MIR Ir III N�Mi Ix-4.d hW14W," 4111 a. a ..,.. ,•....._..-_ .�.,..... ._. _._ .....ra+emtlla5a�.v:.aw�wo..:.Yw7ait �Yw:a...:.ewl�uw:-:a,xt:�nAM4Ww,'�M7!f1F .,r',i+Nr,ri. ,. �kkJll�l •. 'a��l�e�,,i,....,. ,•;+' t.- Cm �111Ifi11 {ilflliN�iiL11!!f (fli�llit 111111111 NII�{iil lU111U1 {t{tllill tlll�lt!{111{t�{I!1 II1t1{It!11111111111Nt!11!Itll!II "~+�; It11111t ItiPl II t1R tittllttl Itll fl! 1 t! itlt �;II III. I' - 1LEol�.rtY STM I I 1 1 1 I I E 1 Iomm-I cm 8 IC+ f i 12 13 14 18 t7 i 19 20 21 22 213 24 25 �F 27 8 29 30 X III III «.. Et r I 81! ( NON1 � !Olt nT e8 ' Y Aa - I„ �,..I.� n: .,.��"a ,u .tlF� Pr1F" .� �}, {{Ir u,,L,, �•e %` – 5 w. ;L i ,Y t k t STUD WALL SCHEDULE: HOLDOWN SCHEDULE SHEAR WALL KED' - - MILDRENDESIGN OUI, I- BEAR!NG WALLS * NON-BEARING WALLS ADJACENT TO OPENING ADJACENT TO OPENING _ HD Ao STUDS EMBED SIMPSON ANCHOR Bract: I�I.aNNwu (SUPPORTING JOISTS) 4'-0" 4'-© ' ,B. / WALL nhrrrrfEc-fuKr_ PH02 %" (2) - 2x4 I'-0" SSTBib $N�ATHING I-1ATERAL 76SO S.W. Beveland, Stlitc• 120 HDQB �" (2) - 2x SEE DEATIL 2/82.10 1 15/32" PLY OR OSB ONE SIDE LENGTH OF WALL COVERED I igard,Oregon 9722 ; 5692 SUPPORTING ROOF 2xb STUDS • 1'-4" O/C 2x6 STUDS AD 1'-4" O/C (2) 2xb BEARING PLUS (l) 2.,6 HD10A 1611BEARING PLUS - bxb BEE DEATIL 2/82.10 BY KED' HATCHED LINE 2 • 15/32" PLS"WD OR OBB BOTH; SIDES* (5031244-U55? . - Ep��tJ•gILING; LOAD ONLY (3) 2xb FULL HEIGHT (?) 2xb FULL HEIGHT BLOCK ALL EDGES OFHD14A !' 6x6 SEE DEATIL 2/82.10 PLYWOOD PLYWOOD - 10d COMMON FIELD NAILING • I'-0" O/C TYPICAL SUPPORTING FLOOR (2) 2xb STUDS 1'-4" O/C 2xb STUDS 1'-4" O/C (3) 2xb BEARING PLUS (U 2xb BEARING PLUS !'LIDS ROOF LOAD (3) 2x6 PULL HEIGHT (2) 2x6 FULL HEIGHT NOT€S: HOEDOWNS ARE SIMPSON STRONG TIE ANCHORS 01 m pk-S.- 2x4 STUDS ARE MINIMUM, INCREASE TO 2x6 s 6" WALLS. 0I-L L L FASTENED ALL BOLTS AND THREADED RODS TO HAVE STANDARD 16 - Ibd NAILS WASHERS. STUDS AND HOLDOWNS ARE TO BE CONTINUOUS '/2 • '/2"0A.B. T.M. R I P P E Y y .STUD TO ALIGN WITH JOISTS TO MUD SILL AND FOUNDATION WALLS (THROUGH FLOOR % 5'i"o A.B. BILL FASTENER SPACING IN INCHES CONSULTING ENGINEERS STRUCTURE WHERE REQUIRED.) UBE SIMPSON SDS 1/4"x3" SCREWS. 3/4 = 34"0 A.B. 765(1 SW BWOW1d SJb 100 TW4 drew 97W., NOTE, WHERE PANELS 4E APPLIED TO BOTH FACES OF WALL AND NAIL SPACING Ph"(5I X3000 IS LESS THAN 6" ON C'-LATER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL FAIL:(50W)443-3700 * ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER k AND NAILS ON EACH BIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NAILS SHALL BE I STAGGERED WHERE (rad NAiL'3 ARE SPACED 3 ' OR LESS ON CENTER 16,720 GREG ro. TUR EXP: 6/30/06 l (( (lwner: ( ZIMMLLR E Development, 1A.C'. 1.1141 S S.W. 72nd, Suite 200 1 igarcl,Oregon 97223 BUILDING 01 7155 Beveland I I ! I SECOND FLOOR FRAMING PLAN KEYNOTES: C� Buildings 1. 1" GYP-CRETE 2000 TOPPING 5LAB. 4 I 1.1•F+• AT 2 3 II TYP. 4 ra 3.1 3. GRID A gi4 48 3.1 3 2• 1/4" T 4 G PLYWOOD FLOOR SHEATHING, GLUED AND NAILED WITH 8d NAILS ( I I I 6" O/C AT SUPPORTED PANEL EDGES AND 80 NAILS 1'-0" O/C AT INTER- MEDIATE SUPPORTS. 15 - - -- 15 �' GL 5 x13 '" \ / _ 51, X1 t/_ TSP. 3. 22" TJW FLOOR JOISTS I'-4" O;C. - -I SS [3rveland 12 1 ---GL 51/&x13'/2 GL 51/&x131/2 --GL 51;x131/2 - I 12 S 4. 16" TJW FLOOR JOISTS , i'-4" O/C. I igard,Oregon GL 51/1121 - I -- GI. 51/x12 - 4.1 TYP 5. 14" TJI/L90 FLOOR JOISTS + ''-4" O/C WITH SIMPSON 'ITT414' HANCsERB. x 14 14 _0 3. 6. SIMPSON 'MST148' FLOOR TIE STRAP. 3 d't � n 111 3.° I I 119 I I I I I 119 I I IX .-.! 15 1. SIMP9,0N 'MST160' FLOOR TIC STRAP. �I I I 81 TYP 8. (2) SIMPSON 'C 518' x CONTINUOUS STRAPS ABOVE AND BELOW WALL OPENINGS. u' I n - , S. NOT USED. �c�c c�nc� Floor GL 51.x15 1 I b X /to I I I I I I I I I I I I I I I I I I 3 I I I I I I I I I I I I I I I I I I I ( �w?�� , \� Ild• NOT USED. [ r a m i n 7 Plan I ; OPEN I I �4 °..1 II. 6x6 POST TO ROOF WITH SIMPSON 'CGQ5-6 SD52B' INVERTED BASE AND SIMPSON 'ECC -6 SD825' CAP. 12. 9' 1PSON 'I-IU5.125' MANGER 3.IG b - I I I I I 119 I -fir 13. GL 51/ix9 HEADER IY 18 14. TS 4x4x3/16 POST TO ROOF. 4 348 I 3 TYP. AT �i GRID 4 I5• 2x8 • 1'-4" OIG WITH SIMPSON SKEWED 'LUS28' 14ANGERS WHERE REQUIRED. - GL 334x311/2 GL 63/4x3112 GL 63,4x18 0 4 kl i,illn�: e -- -- "f 16. (2) SIMPSON 'LSTA21' STRAP ACROSS TS COLUMN AT WALL TOP PLATE SPLICT= ` 2 4 5 g 4 I ; 21 11 11. (1) I3/4"x9'.4" TIMBERSTRAND 'LSL 15E' STUDS 0 I'-4" O/C AT TWO STORE" WALL IM. 4. ADJACENT TO STAIRS, 20° 21 18. (3) FULL HEIGHT PLUS (1) TRIMMER 131A"x91/4 TIMBERSTRAND 'L5L 15F_' 5T UDS 16 ADJACENT TO OPENING. 19. Illt" TJI/L65 FLOOR JOISTS a 1'-4" O/C WITH SIMPSON '!TT311.88' HANGERS. (pI I I .1-4 1 1 Ij I I I I I I I I I I I I I 1 I 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 20. GL 3'/&xi2 WITH 31MP50N 'HW' HANGERS. F_' hh 21. (3) BEARING STUDS IN WALL BELOW GL BEAM. ' a,' i :• is{,- ` 1 L i•�= NQTj=; FLOOR TIE STRAPS SHOWN OCCUR AT SECOND FLOOR LEVEL _ _ _ RIGHTS RESERVED - -,=-L= MILDREN OESICrI CR P, P.C., 2004, ALL V TS 12xbx4b GL 51 x12 TS 12xbx3b THESE DRAWINGS ARE TVIE PRCIPERTY Or MI)AREN DESIGN GROUP, P-C, AND ARE N01 10 BE USED DR REPROUiIUD IN ANY TEN PERMISSION OF P MILDREM DESIGN GROUP P.C. Ita Ib 16 11 �\ 16 16 9i:... 3. 7YP, 3.1 TYP. -- ;I` 9 (3,'14 I)ate: ih Junc 2004 TYP. AT TYP. GRID G 3.1 Drawn hy: Checked by: S'fS RNI BUILD !NC-c "1 SECOND FLOOR FRAMING ING PLAN lFIR87 FLOOR WALLS BELOW) Job Number:_ I 0 3 3177 SCALE: lkerr I'-m" Sheet rh S2. 11 k, I MR IOd NAME bt.•elmd bo16Mn� 4111 1 i r r - ,....___-.--_........- ..._,-..r,,.,rn,�,•..w.,,..«,.r.,,,,.,,.,,__....-....- -..._,..,.. .:. .,. .. ..- ___ yl..+'9P�tSr�:n:pd/(11rrkYnk{+rz,„:i,..., ,,.•�ea ��,:�.w�rw+'w:rcyVaNw.wuuv.��.,•,:s..nacr:.� • ...-•.,ra:O►WYA.Wa.,...:Jec'•.\eua1t,111MrIb�IMwYNMD1 vYiMN.DWvf6':Jl.l�bl'a�gr•vq'r, ..� 1i•Vv1..4::3•.. !il !111 UII (III 11!11111 illi (III (III I t II I I I I p" ? LEO181LITY 8TFIIh cm I I I I i I ( III I ( ( , INtlinIIIIIIItIIillllillllllllllll111111I1 IhIIIIlllll II f 111!, I i II Illlli{1 Iiltlill 1 i III !II' I f I n It I I I I . ! I t11 t 0 1 2 I q Mill llll�l!.1 111,111. lfllklli (III) I I I I a r II lomm..;cn 10 I I 12 13 14 l0 17 !� 19 20 21 22 23 24 2S 26 2� 20 29 30 _3wli f' rM q;✓' 4�' �Il 1 ! 1 X11 ' I I t It I I MUNI++s�lnv �� t� lir 4 �.gq�,y,��5??¢¢�T7..yyy �},d S'St r. 'why''p •. Yj f .Y "�4� v a 1�r •ky .Z A , r• � it a �Q��,�4`��[,,7�4,¢*j`� v+ �Ipf '"+�i • , • ... ,. .- •. 1.-. . •. .. _.. ,. .. lx�S S r . K. l liF 7l .. Yn .A �1 F r FOOTING SCHEDULE 5UILDINCs 012: LENGTH T WIDTH DEPTH LONrxITUDINAL TRANSVERSE 1�11LDREN DESIGN GROUP) PC- I i 'W' 'D' REINFORGINI's REINFORCING -- - ---- — --- --- - --- AR(-HITEcrukE - SPACE 11I-ANNING CONT. 2'-9" I'-0" (3) '5 CONT. --- CENTER ANDER WALL 7650 S.W. Beveland, Suite 120 - I igard, Oregon 9722 3-8692 I'-2' l8) 5xb'-b" (8) dbxb'-b" CENTER UNDER COLUMN (50 3) 2440552 (4) r5x3'-3" (4) 5x3'-3" CENTER UNDER COLUMN ODCONT. Z'-0" I'-0" (2) '5 CONT. -- CENTER UNDER WALL ^ 1'-0'' 1 (2) 04x1 (6" (7) fAxI'-(p" CENTER UNDER COLUMN T.M. RIPPEY ('UNSI-1LTING ENGINEERS 7850 8W BOVOWW WOW BIAS 100 M Yipr4 Oreipan 972223 Phom(Soo)443-3000 Fez(503)443-37MHOLDOIUN SCHEDULE ND A$. o STUDS EMBED SIMPSON ANCHOR i PHD2 °►'b" (2) - 2x4 1'-0" SSTBIb -- HD08 11F" (2) - 2x SEE DEATIL 2/82.10 HD10A V7 bxb SEF DEATIL 2/62.10 /WD14AA', I" bxb SEE DEATIL 2/62.10 1 � ---� '4� 16.790 NOT€S: HOLDOWNS ARE SIMPSON STRONG TIE ANCHORSI N D -7 2x4 STUDS ARE MINIMUM, INCREASE t0 2x6 • b" WALLS. �A ALL BOLTS AND THREADED RODS TO HAVE STANDARD \'�� �`��Q?� WASHERS. STUDS AND HOLDOWNS ARE TO BE CONTINUOUS jOly TURN�'� TO MUD SILL AND FOUNDATION WALLS (THROUGH FLOOR J STRUCTURE WHERE REQUIRED.) USE Sit"1PSO.; SDS 1/4"x3" SCREWS EXP: 6/30/015 I I Owner: ZIMMUR p . Development, 14015 S.W. 72nd. Suite 200 Tigard,Oregon 9722 i -� BUILDING "2 7155 $eveland 1 2 3 •� FOUNDATION PLAN KEYNOTES: _ �'—O Buildings1. 4" CONCRETE SLAB WITH FIBREMESN REINFOC!NG OVER b" COMPACTED GRAVEL +f---- -- v- -�-- -- - - - -- — ---- 2. 2 0"o BLOCKOUT AT COLUMN, TYPICAL. 3. SIMP50N 'HDG18-SDS3' HCLDOWN WITH '%"# FOUNDATION ANCHOR I ' I 8 3 4. SIMPSON 'HD14A' HOLDOWN WITH bxb POST AND I' 0 FOUNDATION ANCHOR I I I ! I I V) 151 �J'I,Tn1i 5. SIMPSON 'PGD2' HOLDOWN WITH %"o FOUNDATION ANCHOR. 1 1".11 d. ( 44.111m C 6. SIMPSON 'HDICA' HOLDOWN WITH bxb POST AND 16"o FOUNDATION ANCHOR 5 bx6x+14 COLUMN. 11 1 1 II il': 8. TS5x5x & COLUN. 3/IM I ! I Buildinj #2 I I S. T S 4x4x3/16 COLUMN. OA D - II I '— — — — I 10. THICICFNED SLAB EDGE. F-c)�i n cl a t i c)n Ef _ 3 OD I i I I 11. " -1PSON 'HDIO' HOLCOWN WITH (3) STUDS AND �b' o FOUNDATION 4NCHOR Plan 12. BIDDER DESIGNED STEEL STAIR - I U 3 . ' E I C.J. DENOTES CONSTRUCTION / CONTROL JOINT AT CONTRACTOq 5 OF'T,ON, PER 11 TYP, DETAIL 1/61.10 AND 2/SI.10. V 2 I 0 g 3—,— C ( I -�� r _1 O I -- 3 , i - B � I I I IT71 I I L.. _ J y L _ J 12 p - II I 2'-0* J c c/ ; Q i b OOEEn C_j. -- CE) _ -- - -41--- Ilk �.�.- I k D I S 4 G I 1 1 12 ------- ------ 1-- — --} — -- — — — — �-- — - -1 --------------- •' MILDDRENRDESI GROUP, P.C.. 2004, AIL .s �.. - — - --- THESE DRAWINGS ARE TIFF: PROPERTY'y TTS` //'��''� �(��\) Of a O O\ �I 3 J 1 I' `/ 1 3 1 /� NOTTo9E USEDOR,REPRODl10 IN ANY �J \J \J \� MA/INER, EYCEPT WITH THE PRIOR WRITTEN 3 l0 C� 4 �� PERMIsswN Or MILDRREN DESIGN GROUP, P.C. +� ✓ 1 3 1 Date: —i--� at 16 June 2004 Now I.144-T1.1 YP. TYP. YP. Drawn hy: Checked by: RNT BUILDING 02 FOUNDATION FLAN —.. )rsh Number: 10 3 317 SCALE: Imo" . 1'-0" - tihee't7 b of: 3 0, 52. 13 » L 9 :� [ vN- t,• - 'T MRIC.IIINAMF f.­6r4 1111 oft 11 .: ,-, ., o,;'t, '�� ... ..:.•.r..,+aw+ w....�...+ ...-,....... .....+.�-.....w�..• ,........: s.,........__.,..,,.,.�........,...-..eR..........,--.«..-....-...,..-.-•_.-'-.---.,..,-.....-.....,.,.....-......-.-..-_,---•e,�.�.�r.ti...-.-.-._.__._-.....-.....-, -...- .... _.._ _ _ ....._:---.....--.�.-_ _.-. _.. _ ._.. _. - .... .„,.-... .. p„ ......_._.. -..;�rw k ,.w ,k ... �� ...Z:.eo.v>n .: 'rM WaFtk�'M4'F} '»�1iph�Y'°MAq, i �'” ilUlllllllfll'111111+1111+Illllllllllhill! !IIlil!tl 1111 III!Ilill 1!I! 11,111111 11!111,1 1111 1111 lilt IIII 111111 11 111!1:!11 IIf+I! "`!iV f 1 I. I 1 I .i I 11'!!11+I! I Iltl!+ lil! 111111! „,i LI .IT'If STRIP cml I I I I I ( I I I I I I 1 I (. III I ! II II�n1 i I�fnllnnnf IIn1,l ulu,llnllll,li� 4 cm i 3 7 9 10 1 1 12 13 14 16 17 1!► 19 20 21 22 23 24 c^5 2r 27 28 29 30 NGaI a saa 4x; 01 p Ijgas I II I -+a�.w�f++u.►.r+.,^,w,.+^.^^^'*"'...,.�...w.nra.'w� 1 ��,44��M OL r 1 / c G • .4, w {, .. . ..... _,..: ., .., ... " -. ,' .. ,., . . ,. ., ,. -. .q,,. ,. .. •� .. ,. ,IF: t.. +A4'N"� l r .q„A''• A' :''j "x tri,':. a 4.",a ,;,....: -.,.is•.;n.."�..ir.:.: ...:... '.. - ___- ._. ..___``___-__._.._._.�-,�.y:.-........-..-..-..-...- _ -'- _ _ —__ _ __ is C' 4 r is ................. 1 5TUD WALL SCHEDULE: HOL-DOUJN SCHEDULE SHEAR WALL KF" - __.__— _____ —__�.____ MILDREN DESIGN GROUP, BEARING WALLS NON.-BEARING WALLS ADJACENT TO C/PENiNG ADJACENT TO OPENING -�-- (SUPPORTING JOISTS) > 4'-0" < 4'-0" HD A$. 1- STUDS EMBED SIMPSON ANCHOR � ; /% 7---'WALL ARCHITECTURE • SYACE PLANNING PHp2 �' (2) - 2x4 I'-0" 5ST1516 I 76SO S.W. Reveland, Suite 120 - } _ - -- - - --- - - - - - -- - -------- - -- - - - ---- - _ - --- - - -_ - - —--- -- -- SHEATHINQ MATERIA)-. LENGTH OF WALL COVERED Tigard,Oregon 9722 3 8692 HDGiB �" (2) - 2x SEE DEATIL 2/52,10 1 = 15/32" PLYWO OR 055 ONE SIDE K g S+JPPORTING ROOF 2xb STUDS + 1'-4" O/G' 2x6 STUDS + 1'-4'' O/C (2) 2x6 BEARING PLUS (1) 2xb BEAR!NG PLUS -�-' - fox _ 2 = 15)32" PLYWD UP, OSB BOTH SIDES« � BY KE*T HATCHED LINE (SO 3) 244-1)5 S2 Y (3) 2xb FULL- HEIGHT (2) 2xb FULL HEIGHT HD10A bxb SEE DEATIL 2/52.10 �UyD ON!-'y BLOCK ALL EDGES OFEDGE N- HD14A I" 6xb _ SEE DEATIL 2/52.10 PLYWOOD I'G LING. PLYWOOD - 10d C-C) 1MON FIELD ------ --- ---------------- -- NAILING + I-0" CIC: T-1 PIC:,L SUPPORTING FLOOR (2) 2xb STUDS + 1'-4'' OiC 2xb STUDS + P-4" O/C (3) 2xb BEARING PLUS (U 2x6 BEARING PLUG PLUS ROOF LOAD (3) 2xb Fl1LL HEIGHT (2) 2x6 FULL HEIGHT NOES_ HOEDOWNS ARE 51MPSrJN STRONG TIE ANCHORS b '_IDS ARE MINIMUM, INCREASE TO 2K6 to 6" WALLS- $'LL -FAVENE 5, ALL BOLTS AND 'THREADED RODS TO HAVE STANDARD 16 = 1(cd NAILS WASHERS. STUDS AND HOLDOWNS ARE TO 6E CONTINUOUS 112 = 1 "oA$ T•4• RIPPFY TO MUD SILL AND FOUNDATION WALLS (THROUGH FLOOR % = %"o A$. �-SILL FASTENER SPACING IN ING"ES CONSULTING ENGINEERS * STUD TO ALIGN WITH JOISTS. STRUCTURE WHERE REaUIRED.) USE SIMP50N SDS ''4' x3' SCREWS. 3, = 3/a"o A$. w J 7s50 sw esl�land 19tr�at a&too Tjgvcl oregm 97223 4 NQ-Tf-. WHERE PANELS ARE APPLIEr TO 5OTr4 FACES OF WALL AN✓ NAIL SFAGING Phone(503)40-," IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO F4 Fax`(503)443 3700 ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR T,41CKER ANC NAILS ON EACH SIDE SHALL BE STAGGEREp. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL AND NA'LS 50-4ALL BE STAGGERED WHERE 100 NAILS ARE SPACED 3" OR LESS ON CENTER 1N\ 16,720 r'--, 0ruo 4: TURA, EXP: 6/30/U6 I 4 Ow ner: I ZiMMI_ER Development, C L..L. • 141,11 5 S.\V. 72nd, Suitc 00 BuiLDiN� ,� 7155 Beveland 1 Z 3 SECOND FLOOR FRAMING PLAN KEYNOTES: Buildings 1. I' GYP-CRETE 2000 TOPPING SLAB. I 2. 3/4" T 4 G PLYWOOD FLOUR SHEATHING, GLUED AND NAILED WITH 8d NAILS I I I I + 6" O/C AT SUPPORTED PANEL EDGES AND 8d NAILS + 1'' 0" OIC AT INTER- ME"OIATE SUPPORTS. I I I i1 4 TYP AT 3. 16" TJW FLOOR JOISTS + 1'-4" O/C, 3.1 3/4 GRID A I SS 13< c Iancl 1 I TYP, I 1 4. 14" TJI/L90 FLOOR JOISTS + 1'-4" O/C WITH 'ITT414' HANGERS. I ig,Ircl,0rc•kon 10 TYP. T'fi P. Il (9i 3.1 I0 i) lI 3 5. IIlb" TJI/L65 FLOOR JOISTS + 1'-4" O/C WITH SIMPSON 'ITT311B8' HANGERS. - - - v \ b. GL 31/*x12 WITH SIMPSON 'HW' HANGER TS 12x x3116 GL 51%x11 -�- - -- 2 4 - - - - - I �1. (2) 91MPSON 'GMST14' STRAPS, NAIL WITH (2) ROWS OF 10d NAILS + '1" O/C AND I���� �� � n j � Z TYP. AT � � I (2) ROWS OF 10d NAILS + 3/ O/C ADJACENT TO SHEARWALL. t TYP. G t"aRID I s/4 411 I I I I 5 I I 3 8. (U SIMPSON 'MSTI�!o FLOOR T;E STRAP �('� (�n�� 1 l��(� 2� - 9�� �:..'ti."`.. t -� 9. (1) 81MPSON 'MST160' FLOOR TIE STRAP. I an : 1;.��, ;..• TYP. AT Framing plan ' X - •: to 1 3 10. (2) SIM", ON 'CSIB' x CONTINUOUS ABOVE AND BELOW WALL OF'CNIN'��5. I x�4 48 GRID �3 11. (1) SIMPSON 'CSIB' FLOOR TIE STRAP ' - 12 ° I I i ! I I - ----� I I 12. (1) Ix,4X91/4" TIMBERw'TRAND l_SL 15E STUDS + 1'-4" O/C AT TWO 5TOR1 WALL 9 ! I I I 6 ADJACENT TO STAIRS. g 10 13. (3) FULL HEIGHT PLUS (1) -1RIMI.IER 13/4x91/2" TIMBERSTRAND .`STUDS ADJACENT TO •- - X41 � OPENING. p y = I I TYP f I3) I I 14. 2x8 + 1'-4" O/C WITH SIMPSON, SKEWED 'LUS28' HANGER,; WHERE REQUIRED. GL 6,'/4x251•= GL 63/4x25�� JGL e-%X12 {� I kcvisions: oB -- - - —I - i �^ L� 15. TS 4x4x3/16 POST TO ROOF In t I 4 I j 1- 16. PROVIDE SIMPSON '!-{U5.125' HANGF_R l e g 5 4 1 _ I 3. 3. .1 — mA I I - - 13 a; b C� GL 51/8x15 I GL 5�sx15 9 3 Il ' I I, I i I I 3. I I 31 I 14 TYP. x ( j I o �- 3 N FLOOR TIE STRAPS SHOWN OCCUR AT SECOND FLOOR LE SEL ,i 1 1 5 1 1 1 I ►�` I 1 1 1 5 1 I _ In -_–X 3. q 15 I I 1 3 I 15 �+ 3/4 3Z i III ��1 I — _ MILbREN DESIGN CRp004, ALL 3 CsL 5�ex12 I I GL 5/8x12 RIGHiE RESERVED ! ---- 16� --- ---. y tHESf DRAWINGS ARE. TK. PRnpr-RTY Or MILI.MEN DESIGN GROUP, PC.. AND ARE �L xl GL 51/ext? GL 51/8x12 'GL ' xl I NOT To HE USED OR PEPRooucEo IN (/Q�}� (, {/�' �g\j MANNCR, EXCEPT WITH TNF. PRIOR WRITTEN _._ \J / PERMISSION Or MILDREN DESIGN Up". P.C. �', 1 )etc': 16 June 20G4 4 4 9 - _ i (3-4 4 TYP, AT 3 I)rawn by: Checked by: 3• 48 GRID C TYP. `1 `' R N7 BUILDING 02 .SECOND FLOOR F�'At, 1INr I L,4N (FIRST FLOOR WALLS BELOI'.l) Joh Number: 10`;37 SCALE: teff I'-m" Sheet I'yj� rl1\'q J Of. S2. 14 y "- TMRJf!SNAME bcrr!�od 1.„dMnRa 1111 �r -•A^-+•+•-»......—..... ..lir,%f`I'�'^"/ WrjiY'1^Jf.°dSwweaBAuuFMK760agdti'.'19'+,#WM:Ok+ +Np4M c l k6, r - ..'. .< �, ,. ..::... .•rrrNl4�tY�71J7a1,1F'W Dli7llal' -4M. ....� mow. .;.,.. II IIIlif;lulIIIIIIlitiilHl111 I,I III 1111 III1111111,111,TIM II, .1110f1 !!, I!i1,1 .11 I!I Illllfl !11!! 11,1 iIl! III IIIIi I, it I !I illllll{t II 1 11 11 I(I !Ilf!illllllli!IlSlfl!1!n!illi!;II;! I t C � ,IIfl11 111 I Irl I 11 1°'' I; r , n I ;I e.. LEGIBILITY STRIP 2 3 4 5 F 7 8 0 I o 1 1 14 i f I I i ; 2 3 18 1 7 19 19 2 I 21 22 23 24 25 28 27 28 219 30 a 01 r lip I NOMI �41AZr w�I / .:��...t*..+�wa-..�..,-... -.www.*r.c.•*•w+-.arr..w.nwwwr«r.'w.,.. ei ip .............. ............. •,V . . -. � . a. ,.: A. .. 4 .,r. .". n. aW1�. .t.. :'. .: Ir tr..: .. 1, 41. e1,I,,• t7. i. '•Ji. I t'- .i i SHEAR �i��.LL KED' — ----- -- -- -- - MILDREN DF=SIGN GROUP, WALL nkt H[TFC'1LJSF SPACE PLANNING SHEATHING MATERIAL: 76SO S.W. Beveland, Suite 120 \ LENGTH OF WALL COVERED Tigard,Oregon 9722 3-8692 1 a 15/x2" PLYWD OR 055 ONE SIDE BY KEY • HATCHED LINE I 2 15/32" PL-1-WD OR 05B BOTH SIDES* ISO 31244-OSS2 PLYWOOD �-NAILING: BLOCK ALL EDGES OF PLYWOOD - 10d Gc)I"1MON FIELD k NAILING • 1'-0" O/C TYPICAL FG T —� y Ib *d NAIL:: T.M. RIPPLY % . %''o AA5. SILL FASTENER 5P_'CING !IN 'NC«4ES t'ONSULTING EENNGINEERS 0 s 3/4 ' A.B. mo Sw 30vsiww w*K 81 *100 Tptrd Or*w 97223 NOTE: WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL AND NAIL 5P4CiNG pIKx (SM)40,3M IS LESS THAN 6'' ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET Tv FAL_ Fax.(5W)443-3700 ! i ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3'' NOMINAL OR THICKER 4ND NAILS ON EACH SIDE SHALL BE h'AGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3'' NOMINAL AND NAILS SHALL BE STAGGERED WHERE 10c1 NAILS ARE SPACED 3'' OR LESS ON CENTER I f#X- / � �V 16.720 1 RN N 2o. TURNB�J i EXP: 6/30/06 Owner: ZIMMLLR Development, L.L.C. 1491 S S.W. 72nd, Suite 20O I igard.Oregon 9722 3 — 7155 Beveland 5UILDING 02 2 3 4 ROOF FRAMMa PLAN KEYNOTES: Buildings I. 19/32" PLYWOOD OR 055 ROOF SHEATHING SPAN RATING 32/16 NAILED WITH 8d a 6'' O/C AT SUPPORTED PANEL EDGES AND 8d v !'-0" OIC 4T INTER- MEDIATE SUPPORTS. I I I I 2. (2) BEARING STUDS PLUS (2) FULL HEIGHT STUDS EACH END OF HEADER, TYPICAL. I 1 6 TYP. AT (1) BEARING STUD PLUS (2) FULL HEIGHT STUDS EACH END OF IJEADER, TYPICAL. 71 SS Beveland 4.I I 16 6 GRID A I iard,Orc ion I I TYP. I I 4, (1) SIMPSON 'CS18' x CONTINUOUS STRAP ABOVE AND BELOW WALL OPENING. I TYP. 4 5. 14'' TJI/L65 ROOF JOISTS 0 2'-8" O/C WITH SIMPSON 'ITT314' HANGERS. 6. (3) BEARING STUDS PLUS (2) FULL HEIGHT STUDS AT EACH END OF HEADER TYPICAL ti111'c't I i[!< A _ _ T:�rbx3/16 GL 51ex12 1. 2x8 0 Building #2 - r- -- 2'-D" G/C. TYP. 8. (2) 2x8. 1 f- TYP. AT@10. 4 I 9HRoo Framing . PROVIDE Q) SIMPSON 'H8' ANCH2. ORS AT BUILT-UP STUD COLUMN TO ROOF, SEE �' DETAIL 2/54.1,x. PlanGRID I4:/ 10. PROVIDE SIMPSON LEGS' HANGER TWO ROWS I — —1 16 4 TYP, 4T } _ IGL 51iax21 GL 51/sx21 51iax21 I , &B — �v CAMBER R-1200' CAMBER Re 1200' CAMEVER R•1200 :_ cr I ' 1 - 4.1 -�-- ' i ` 1 TS 10x5x3/b TS 10x5x3/Ib ,' 1 _ t t` � � -- 10 —_ I i9 _ �n n f x ` — ' e I �, - : — /� TYP. i I II Ldn) 4.1 GL 5x12 GL 51, v12 MILDREN DESIGN GROUP, P.C.. 200 .� RIGHTS RESERVED OC �_ — _ _ —_ -----_--�-------_ --- —_-- --_----- ---- , THESE DRAWINGS ARE THE PROPERTY OF GL 51/*x12 - — --- - — GL E7 X12 NOT, O 9E REN DESIGN GROUP. OR REPROWCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION Or MILDREN DESIGN GROUP. P.G -- l TYP. 4 TYP.C2Y TYP. '1 Date: 16 June 2004 6 (5](11 TYP. AT brawn by: Che( keel hy: 4 GRID C TYP. STS RN 1" Joh Number: IOM 7 BUILD INC. 02 ROOF FRAC i ING PLAN (SECOND FLOOR WALLS BELOW) e Sh SL,AL.E: 1ti" 1'-0" Sheer , 1 of: ti S2. 1 S 9 1�dPl�>p\SNI MYf•Ir.ndl.,dl,firiQt 4111 h - 1 ;'. bs.,,.:•r'�' ,. .."'"a."."low_ ;.:r+w4i0Yd1165�aaGi�fe , , .,�... .. •. ........ •. , > ..er-.o r ', .,r.snF,-.t,'.v.:.r,., ,._.-w.:a., ,i:r.*pnFiNtdlMN7gN+M IIII IIII Ilii IIII IIII III I I LE©i1s11�.mr STRIP i 11111 I II IIII 11,1 III11W11 1111 IIII III, IUIiIli Nlllllll HIIIIIN 1 U IIII 111 1 III I i 1 }I"li�il I !il IIII 11 f!I1 III! IIII 1!I! Itll f I III: !t11111II !IIII 'I !IIII ! '!Il ii! ii l"' :! I� t H` C IP I I I f I I I ( I I I I I ► I i I 1 I � I I I I ( I I �"I �` I u" 1OMM.1cm i a c 7 q 9 O I2 13 14 11 18 ' 7 t!8 I9 20 2I 22 213 214 215 218 27 218 29 3C: b l wl� r, �1 M�+ f Iz Y J l 1 7 i _ MILM N UrSIGN GROUP, P.C. T8 COLUMN, PER PLAN I AKI.fill B-1UK1 • 511ACIE PLANNING l i 7650 S.W.Beveland,Suite l20 --- WINDOW SYSTEM, BY OTHERS FLOOR SHEATHING, l I FLOOR SHEATHING, WINDOW SYSTEM, BY OTHERS Tigard,Oregon 9722 3 8692 PER PLAN I PER PLAN (503) 244-0552 I' xl4" TIMBERSTRAND i I'/ x14'' TIMBERSTRMND !" GYP-CRETE TOPPING - TOPPING 4 ®RICK VENEER, PEE ARCH. W/ BRICK VENEER. SEE AI :H. WJ — SLAB, PER PLAN I RIM JOIST RIM JOIST DURK VENEL . AEI VENEER *a PLATE NAILING PER 2x8 ROOF JOISTS, PER PL Ar! SLAB, PtR PLAN - 2xb ROOF JOISTS, PER PLAN pUR-O•WALL D/A43I VENEER T _ PROVIDE bIMPSON 'LU528' PROVIDE S!MPSON 'LU528 TITS • ;'-4" O/C EA W.I:Y - TIES • 1'-4" O/C EA. WAY SHEARWALL SCHEDULE I _ SECOND FLOOR SECOND FLOOR RANGIER AT RIM JOIST I -_ __ HANGER AT RIM JOIST - Ibd PLATE NAILING PER ENGAGING '3 GAGE WIRE ENGAGING '9 GAGE WIRE / g�1EARWALL SGNEPJLE 8d • 6" O/C: INTO BLOCKING -' - ROOF S14EATHING, ROOF SHEATHING, JOINT REINFO. NCs —� JOINT REINFORCING II / FER FLAN PER PLAN '1'.M• RIPPI',Y _ FLOOR SHEATHING, PER PLAN 1 � � � FLOOR SHEATHING, PER PLAN II SIMPSON FLOOR STRAP, __ SIMF'.,ON FLOOR STRAP, - I' Gl-F'-CRETE 2000, III -- � 1" GYP-CRETE 2©00, c PER FLAN �-.-r.-.-,-,-- -.- -r_--. ,--r- (.ONSUI,TING PER PLAN ENGINEERS ' PER PLAN PER PLAN III SECOND FLOOR v II 71550 SW 8evef�td BCree�9� �rdegon 1b0 6fGGNG FLOOR �� - J TlpOr97223 _ �� - -- - -- -- --- �- _— --- PhOrm(5013)40-3900 - -- Fax:(50.3)443--3700 2x BLOC:KINGTJI FLOOR JOISTS, ` 2x BLOCKING 4'-0!'2x4 BLOCKING • O/G PER PLAN ' 2x6 BLCOKING W/ (2) 16d NAILS TO WALL \ / TOP PLATE / SIMPSON 'H3' AT EA. _ 5IMP$ON 'H3AT EA. PLYWD OR 055 WALL y PLYWD OR OSB WALL [ - ROOF JOIST, Tl'P. � ROOF JOIST, Tl'P THI R (-! -- SHEATHING PER -'. SHEA NG PER ` TJI BLOCKING GL BEAM, II GL BEAM, GL BEAM, GL BEAM, �, '-. I SHE4.RWALLL SCHEDULE - \ gHEAFdi1ALLL SCHEDULE _ - _� P PER PLAN � `WOf FLOOR JOISTS, PER PLAN FLOOR JOISTS, • 4'-0" O/C PER PLAN PER PLAN PER PLAN .:N F SEE - 2x6 FRAMING, SEC SCHEDULE, =-� PER PLAN R 1�4x5xD'-ID'' W/ (2) 2r6 RAM NG, ..EE 3C,HEDULE, 1_ f i "ox5" EMBED LAG _ 51 ALIGN STUDS W/ FLOOR SI. ALIGN STUDS W/ FLOOR - °� III _ Ie,2EQ JOISTS, t'YP. JOISTS, TYP- BOLTS • 1" O/C AT _ GL SEAM , ORR N 02 TU 1 FLOOR SECTION 2 FLOOR SECTION /e_F'*N FLOOR SECTION 4 FLOOR SECTION _ + EXP: 61/,30/06 �10 SCALE: I" ■ I'-0 ' 3.1m e0e 12 SCALE: I" • I'-D" 3.10 OW-22 SCALE: 1'' c 1'-0'' 73.1ta doe-23 SCALE: 1" ■ I'-0" ks 0; \ nI1: ZIMMLER Development, TO COLUMN, PER PLAN t I L.L.C. FLOOR SHEATHING, I I DAP TOP OF BEAM PER PLAN I I AS REG'D AT HANGER - I" GYP-CRETE 2000, 1 PER PLAN BACK !E '4x6x0'-8" I I i4 ' I I 1491 S 5.kk'. 72nd,Suite 200 1 GL (04K311-J, PER FLAN - I GL 63 18, PER PLAN i - I igard,Oregon 97223 . ----- I — i I I 31, J 3+ _ LINE OF TO COLUMN 44I I I BEYOND 1 1 l2) SIMPSON 'CMST14' STRAPS, ,rojem / PER PLAN I t / FLOOR SHEATHING, PER PLAN FLOOR SHEATHING, PER PLAN 7155 $eveland 1YRETE 2000, 2x4 NAILER 1" GYP-CRETE 2000, PER PLAN PLAN Buildings SECOND FLOOR SECOND FLOOR GL BEAM, PER PLAN - 1 �\ � (2) R 3/16x1xE3M. DEPT!-1 -I ', 0 I I (1) EA. SIDE W. l2> 1/4' • MB., TOP I - TJW FLOOR JOISTS, I I 1°5OLT IN 1�2'' VERT. SLOTTED HOLE I I PER FLAN O I I 31' �� GL SEAM, PER PLAN [vi I I 7155 Beveland 2 BW-1. IE 4x6�xV-4 ' j 1 I .�. / I I � 1x4 CARR NG MF_MBERSE I - SIMPSON 'EG"1' HANGER W/ (8) TJI FLOOR JOISTS, / I I • 10'-D" G/C W/ SIMPSON TJI FLOOR JOISTS, I Tigard,Oregon -TJ-- 1"o MB AT HEADER a (2) i"o PER PLAN J I PF24' RANGE=RS PER PLAN TJLLj FLOGR JOISTS, _ (2) IE ',�x.8xMM. DEPTH -1", / 1 x4 M.B. AT BEAM I 11 i EA SIDE W. (2) "o MB„ I I I I \- PROVIDE SIMPSON 'L10' CLIPS 1 PER PLAN Sheet T1tII TOP BOLT IN 1V2" VERT, / ! I (ox8 HEADER, PER PLAN i I -/ i I PROVIDE SIMPSON HANGERS �_._- • 1'-D" O/C, 4x8 BLOCKING , SLOTTED HOLE I I 1,4-T I I 1T� I I TO SHEARWALL I I 2x,6 STUD WALL, PER PLAN S t r u c t u r a l BRC. !E 11x61Uxm 1 I I I I PLACE SHEARWALL SHEATHING I � THIS SIDE GL k3EAM, PER PLAN I ! Details 5 FLOOR SECTION FLOOR SECTION FLOOR SECTION S FLOOR SECTION i 808-1e OW-20 3110 809-29 SCALE: I" l'-m" Cj3•la 8013-30 SCALE: I" - 1'-0" I 110 3,10 SCALE: I" ■ i'-D' 3.10 SCALE: 1 ■ I m FLOOR STRAP, A PER PLAN - II TS COLUMN, PER PLAN W - Krvisions: FLOOR SHEATHING, 1 I 4 PER PLAN I I PLYWD EDGE NAILING TO BE FULL HEIGHT Or- WALL AT I HEADER, PER. FLAN 1 STUD ADJACENT TO OPENING - - -- 2x FLAT BLOCKING I IN WALL AT STRAP, TYP. STRAP MAY BE SPLICE[) AT r•IEADER - A W/ I'-D" MIN. END LENGTH EA. PIECE NAILED W/ (10) 10d NAILS - SIMPSON 'L5T412' TOP PLATE TO 1� AIR SPACE -- - TT RIM JOIST EA. SIDE OF ELEVATOR - _ SHAFT OPENING (TT I I TO HEADER, _ FLOOR SHEATHING. 1 !.TRICK VENEER. BRICK vF_NEF_R ___- I I PER PLAN PER ARCH. PER ARCH. 1 I^R'ENING WIDTH ANGLE LINTEL. �� 1/2"o THREADED STUDS I I PER PLAN WELDED TO TO • 2'-O" O/C I I SIMPSON 'G818' STRAP x GOVT. — o b" FROM ENDS, TYP'. I I ABOVE 4 BELOW WALL OPENINGS, V-2-4 THlEADED t3TUDO, TO 12xbx3/16 (ROOF), ^_�_____ PER PLAN. BOTTOM STRAP MAY BE _ .� - 15'-4" TO 11x6x% (FLOOR) DISCONT. AT DOOR OPENING DBL. 2x6 TOP PLATE CONT. WELD TO T8 • .'-m" O/C I I 4y' •x4" PEN. l_AG SCREW PLUS L 4x4r.5!16 ACROSS ELEVATOR SHAFT ;. 11 MIIDREN DESIGN GROUP, P.c., zOD4, ALL 2'-0" O!C IN TOP OF 2" I 4 b" FROM ENDS _ -_. I I I OPENING 11 RIGHrs II THESE DRAWINGS ARE THE PROPERTY OF T. SLOTTED HOLE (LAG L. 8x4x1i2 I I I 2x FLAT BLOCKING % NOT 1E BE USED OR REPRODUCED A ANY SCREWS NOT REGt'D ICOR - I _ ------ ---- _-_-_-_ -- _ INGO LESS THAN 6'-V" I I IN WALL AT STRAP TYP. In AIILDREN DESIGN GROUP, P.C., AND ARE 1 SIMPSON 'LT812' 'SOP PLATE TO Ita'-ftp" L 6x4x5/Ib I �-��. MANNER, EXCEPT WITH THE PRIOR YYRITicN IN WIDTH) ___-'____-^__ -___-- 1 - -' - __-- RIM JOIST CA. SIDE OF ELEVATOR ' _-J��L_ __----_ PERMts510N OF MILDREN DESIGN GROUP. PC 19V3-12'-,,- < 6'-0" L 4x4x1/4 I IN, SHAFT OPENING -- — - --- ---_ �- Oate: I h June 2004-- — —_ - -` ANGLE LEDGERS TO EXTEND 4" I I TjI - - -- -- GEE ARCH GEE AMR MIINIMUMI PAST EACH EDGE OF j j , PER PLAN Joisrs, y; Checked by; Drawn h _ OPENING. 1,4 I I 1/4 3 I I STS RNT --------------------- - 1 I KERF R I,4xIIx1'-1" I. 3-11 I I Job Number: 103317 Sheet N ASD HEADER ATT _ '�; — _ -- --- - --- C' D !�� rif: F F ' re""N5RI.X LINTEL SECTION 1® PA�?TIAL ELEVATION 11 fi�AR'TIAL 5HEARWALL ELEVATION 12 FLOOR SECTION 53, 10 SCALE: a�" I'-0" 3.1© eoo-Da SCALE: I" - I'-D" 3.1P eoe Io SCALE: i" 1'-0" 3.1� 808-24 SCALE: I" 9 I MR 10R N NNIF b—I.nd buildinp ' yI'r Sx ' G >„�... r,; :: s d,.:t �+y,»y�tn;�y,�rfit G4+'a. 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EXP: 6/30/06 Owner: ZIMMLER aaaxbk„0MS 11, �- DDLROPLATE Development, L.L.C. ROCK 6HEATHNG, PER PLAN BRICK VENEER 4'-0'E Ix DLOCICNG 2x BLOCKING 1491 S S.W.72nd,Suite 200 -- Set • 6" O/C, TYP. ad • 6" O/C, TYP. ROOF SHEATHING, Tigard,Oregon 97223 ROOF SHEATHING, PER I'L' PER PLAN - �I. D L- Project: Y— � I I I I 7155 Beveland L DxDxSA6xC4ONT. TJI ROOF JOISTS, DBL. 7x ROOF ------- Buildings ROOF SNEATHNG, PER PLAN JOIST, PER PLAN I PER PLAN 7x6 NAILER W/ �Y". ROOF JOISTS, PROVIDE DIMI'DON 'LUS76' I THREADED STUD • T-B" O/C PER PLAN PROVIDE BRIPSON HANGER , TYP. PROVIDE SFIPDON H3' AT EA ROOF JOIST NS' AT EA ROOF JOIST _ ---- -- TOa 6" FROM ENDS.WELD ROOF JOISTS, TO TB HEADER PER PLAN I I I TO HEADER PER PLAN GL BEAM, PER PLAN GL BEAM, PER PLAN TO MADER I1 SS eve d ROOF FRAMING, PER PLAN PER PLAN S 5/16" PLYLLD 814M TO COLUMN, KERF EI SEE LEDGER aV %"P THREADED PER PLANDETAIL 10/83.10 WELD 6TUD • 1'-0" O/C, W@LP TO TO HEADER 1 11 FOR TO / COL COMM Sheet 7 itle: Structural 5 ROOF SECTION ROOF SECTION ROOF SECTION 8 PARTIAL ELEVATION SCALE, I" , P-D" 4.191 SCALE, I" • I'-0" 54.10 aA°-00 SCALE, I' . P-0" 4.10 °0F-�° SCALE: P' • 1'-0" Details Revisions: I II J I -- �, GL BEAM. PER PLAN GL REAM, PER PLAN rL6tl.ATS�,11s71@I 7' GL BEAM, PER PLAN 3A6"xSAREO'D SIDE e W/ (VII MB. AT O EA. 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