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15700 SW Pacific Highway (2) HP2005-00631 15700 SJ PX_;11.1C IWi 1 CF 4 • 1,„.• w4. ;a ( ti I Legal Description: MI , V r Ll REN L t I .N CIIZt,UP, I'C. 9 t ' LOT 16, "WILCO WB • ' e S h urgard Storage R OOK FAR M' UHF. ti ( 4I'MA �1 II Kr• kll K NI'Tt' AN NIH( IN THE S 1/2 OF SECTION 10 7(ia5�) S.W. k3e�cl;uul, Sulu 12U T.2S., R.1 W. WILLAMETTE MERIDIAN City of TJgard, Washington County, Ore on i i ard, Or'c (m 9722;; t+f,�)� 9 S g (50:i) 244-0552 ...,. . .. , . , ,,, ., .. I . : Deferred SubmittalsLL - ., 1. INSPECTION: ALL CONCRETE, STEEL AND WELDING PER CURRENT IBC 2. DEFERRED DESIGN SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN IN TEN T ti rpt 4:)411111110 Car* ,1 scior • COMPLIANCE PRIOR TO FABRICATION OF_ _ THE FOLLOWING • ROOF TRUSS AND DECKING DESIGN Inc . 1,T.•..1,,',1'1,,,/, 4{� v0hy'$ IJt, ,i ,. ,....\0) Ale% r1 ti v tail I Y, �•, i� tNt I �a I k p • I - � /� Special InspectionG011it. ,c; :10.1••'•• ., � � AANIEL A. EI I Ip Y �� J IVa ,d P y , �, P Wlb 41-_,,,,", , �� v,41 1. SOIL COMPACTION: ALL SOIL BEARING SURFACES SHALL BE INSPECTED , ORE • ' 10 BY THS SOIILS ENGINEER PRIOR TO CONCRETE �f,�l O Y"r ` 14'w I, ,h t{V,I �7� ��Ir I '16''x: k a �. 1. ! I ! If } h N K : µ�� ,h „ rrrtl rangy a ,R 'bi�� ta° p��, I PLACEMENT. s y l' 'v..,'dr n,ry:�,a' , ,"I ''41'‘.40:1'Eu ,, r: Q yr'• •,' 2. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TEST AND REINFORCING ° '% riJ 0 -* d time'' rpt i� E ;„ F• q a�1 t 3. EXPANSION ANCHOR PLACEMENT u YJ , 41 i '9""lk+ , d''l ay,'b 1" ,Q �,•' a V�!j t 1 • r - i,tl !r�fi'�1 ,•'',„r;. .4):''''',,,W 1 t,I tt�� Ay''1Y r,�+ '',1''..,A1 dt y' r r � >ItJ,� ��,a��« r��, � h1-� .,o1 ��r74, 1k,� "„X � ^, I•, 4. EPDXY ANCHOR PLACEMENT. "I'• '17 �F�s!, rC,�1'' ��•''r,1411,011 .1•104,'', 0k �' � 4w.1 4 1 4^ wl •I, t r -8.74 ,r vl� ,� W�iv'�I°r''', 1r,jI N,'• 33i i' ,, , t. jr/:.','!4%; 14,�0. o ' ,, °JIf1,rJ h6 J I � Ian ' t'�� ,t,:,, ,,,-.,...!'. • +�' } yll� ,,'� t '„I� }�'Vlia'i ,}r�rrlt""a'� .,esl '�Jai •d ,�, I 4 , , ��',�fl ��),�yW .,,,,,,,,,•,,,. „, ,,,,,,,,,,,,7,r,0•,,,,,,,,, , ,..1 ',...-s,9„,'..,1: ee rd 11, �' I,t J '� n � 1 ,. I k:~ ,,r r.trr1, ` "�,, .I,lilm r: J �: ltis Ob_s_ervation Shurgard I 1 Jit `.•9111,1 r"0' k1,4r4.11..o.v' ',;•v,,1-..,,,,-1.°,°, , t,,.rM '+'�*yk r` 'it II Y ' t a , 9.��} y � , r •t , „ •:r 1. AFTER THE WOOD ROOF SHEATHING AND ROOF STRAPPING HAS BEEN yn �I ` r yv�� 4,1 r4,•••44'...'yy1X'� �l�hN"i'{ • � r'tti1 ��tit 1 alb' I�1�;�)� � a�` 0 'ror� � r f4r,''4 91 t+ 't �, C f '''.71'4"..' TM � ,.f�764it Yo N;;'4 u ' Storage�� a¢e c. ' . • 41" +3i �� ` a'i ya t ��'� 'i, yi�'',,T.4,•1' ' ';'",;',1,4','4', N la f INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS: O C•, l ' 1„4,,,••;tl�r 's 5 u+ c �,� a° ' a it Y �y�� 2: THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR Y tyl”^N'f I �tM '.M :J� Yiy �li�u' �' �k9+� R^ rl{.• ° `rrhp,I ,pv :dt} �r` I � t1"I ,aih' 7h+t 4 ,r .k'� r rLd 5.� fyypp 33�P `� TO COMPLETION POINT REQUIRING SITE OBSERVATION.q,i ;r�tr ."r11Y v4 ',� t9 'i,,`,1 t, Y,M'4• ' ��; .t t', ",�M''� '1 'l 1. �; '� pv nuke M v Y � }fi 1 y � �� ,! 14.4 •Tf "�,,, •' � yw 1"� et',i"� �, �,�Int llrr,>�ti�'�s �' �9e w�«^�� ,,l I" F��rt � y`�r I,';'?",k,1,1' � 1' , , � �� 1" h r � "h b`ti f• ,�.' 1 t+n.V, rt s "ri d", n ,,,J, w . t '4,z0, -�°r< � �' 4',41.1440 �u I 9� n E i sot L• y�,,,�,pp..,,�� 6• , , r � '�y�.�'� ' h x♦'�. ! y 'al,^' ,A' �JN ,,, a' i+ pt +' ? n;' �Itn -' r{: ' ' + l x i . 9�h It "'S a+# { •#`f; r 1 I, ,. ti q,yyr I,�^,J, , �,h,;', h. 0 r, *"..',•14';','•0"..,r "y",' Y ,.1 7v,r Y ,y y r 1 F .`"°1,"",';. 1 'fin" tt, d �• n �; 1T ,h , v i s 4I q},, �t 1 If ��N le I N G d � r ',llyt, v• l}y rx� �+r� til 1`�p rj,r l��M � t,� „k �� t r �t ''.d ! i�:•� r �) -R - 21�)�)� I��f x'(11 fel lil� 9. v4, i iL tl A S s roi 'J r - r..� 111111111111°111111 �'IdI' ,�,' Kk J� ,} ; wI "; �s ,, v � ,+yr ,� ., . ' a PROJECT LOCATION p 3 _ t' 1 t SP �� - _ a�tr(► Valle C'allf(�t1 1 ) . , i'"•I I r ,.: " F jy,� FrrW t i.'y�{wn" rl 1 f',,,,,,„•',4,..,,'"'�#" h', 'a 9 .r5' 1. - s 1 E ng n e e rs EC1�L I,��i �:LTIJPJ „ tr - - �.. ! - ( y s . 4 rot C411111" t k A 't' IM3;'' '"f'� r' �^ ttiRRw r I� , ' �� j .�C Ttt: "1 I i JC ' CN,1J1, �U 1 ,: p ti r h: N State of Ore Asn St swouerlilrcl b w W yar, rA J :hr.l X ,,.h � , ;• k ,. �,n -- -1rtl! �+ QC.a;It t` J • `;. f q.'^ •t Q '" 1 4; 4.1.7,,,'",:t .,. I ' 'I. w _. /''� �COt�fl • f *� ', `�` , k ' ` J :t � �� 4 %I r y ` C.4't �... ��. �lJQ �oncretr and Rc3 Lina v 3w MMlAwooJf St ; �Ir , lime - ---- 6_ ,..,w. ._, ,,,, . ..„ ., 1, ,, ,, ., :„. .,,J>r:;, ?. s," ., r'.; , `r,J + r ,^I t, .,..1.a!,,.,,. �aC.,.,.iia rSfOf Steel - \\• .fa.«-- _ Pi u lett y4 . w y. .� ,.,..,. ,4,;.^,1,,'-1 1,rM. ., r. • 4g .1 ,rrW kd' , , 't ' }/'s M: ..1 •. , ;; E3oac i C • okto • t 4. • • rtM tR b: ' Concrete �yy� MelR��1 f1 l ('�a t M1 ,,•., .� Y1.4J11 � �t p W,■y� I l`/•l� "� ma. • ;� ," .� , �p y�Ii '; :•��7+'A'1' pyo "IR'`;'f'rT , ;.�.. w r M t1 •� �] $!SPCI'!i �•(�,@Rt•�Yd��3�ir: uncr•'.' — _ _ - I __ N� V Y, Of f ice 0r„ Krim • a• _•1 ;�a �ry u�a t r, t o • 04 1 1, .: 443 3/ 0Q �' to Fra�►@ a Sw VM+�o� p i rkft �f 1 w • 0 RG.fI:^;c i Steeltij°rC'�tress 1 SIMA�pMI Sb Beef Bo Rd a R • 4°4 ¢ ; ,. Steel Tondos !'M ' L 1 I(� yk, r A• �" 1•� � r 14x1 , « ARS. K OROCH ❑ utruCtur:Jl ti•1a'IC�.ft� 9 @ s .---<... /' Q • h+ll._. Dr t4 ing w IF 4 a, 0 Hi�h.�trc�zth Eo► t r ! % a s!" V � . ,..„..,, ,.•,•,,,,.., . . 410 T —e 1 I•� �,*r «.•• . aa. • �t ' : piyt4y • y 0 Structurai ►,°:Torry I Lz+ .. ... _ ,. ...., 1 r • M .. •,,' ', $ ,hC9� ilu-r"d � r, i' r �r µ r t •., 1 •rll•• r. x kl .;' RAS RALPH TURNBAUGH c R@:n.orcC:!;'vrs!Irn r ��/ --� rll i e .I• 'r," t" d VI* ❑ Insulating Concrrl:e Fill /• ' •,T - x•'r'�-` "i I. 15700 SW PaclfIc Hwy r ❑ Spray aFP:i@d fire Resistive I�;aterials PAK.mew , ,---...( / . ,4 4( King City. Oreg(rn , n * ", �� 0 a�, Dritt@d Piors and Caissons \ __-1 ) �, q 9w O�sh�rt►RC • et . if be 1 it ,1 + Shotcrete bs' - Sheet Title ti • y Special Gradi�p, Excavation �� 1 — t and Flll►n . tb+� ,— ,y�pr� eilep io • ��"`. , .... , t•• y,a, err•. .. • • r • . •/ , •• i"• u• • .cir110 Control O ka- S a' 1Cover-L...-- y s a r • • n g iJI I. et • ry • 4' 14 + Other •�- nsP��c►oR. So�� C`am�. 12) -- �I • I Sfle 4 4ti • , M /• •� M . fir. >7'i::� -'fN91 -- . f • • 5U! B �t• 1 C 1ft 4% ,,,;,,„..L ./r , o (• * �,,,. 4000111**** ' ' S. ,,.4* 0.14 11001 ' S tlueet Inc.f:0•1IN ANC ka r. .-%Cot ,Lt ii M�1VTEe .• * . + r ` ♦ •. 4 2x105 MSD colo, i er :,'-•-• ) ``,,',44;,,y-if., �+�'9t(«; .= '', � " ', �., ,� ,�• �� . , 11X: 503 40101*(' 01140' W • K , I, • .. ,� ,• � '.,Y ;t:. 34 F 364-5434 04 t,q M 1^ ; 'd Lt , tr `ice ,t . ;� v»R Vicinity Plans Mw �• - 1 +'• a. J.' ,slf r . •► 4 + `,'! 7' DALE 5tADLERF. r is i J * • r, r' r Z-: R +.r A}il _.� •w• �' 1 �, .,,. r( a. :� .. • Not co Scale a 1+ tt '4.,.;',: .N• 6 , ,Y Apr , e' • • - •� •, !,vKYi�r rr '•X. l � ., t . ,R t ,� i IIF ', ,.. ,, ,, rd LX .t t t Revisions: N !— -_ _—4 th 4 b � AI t �.�.r„ • � a 'L ., ♦ rl ��• •(e,•s' � � �ktl j,♦�< � I Sheet Index ria ,' 4J ;1 • ti , , • ► ,,. . t i>~� II � � � 1y�; , . `°:„ r x , �, • , ,� M2.1 FLOOR PLAN r A0.1 COVER SHEET ) Irie Mere r , w.' 4 € . Site Data t ♦ . t . . • . .,� , ♦ • �, o +t 1 r i � • C1.0 SURVEY P2.1 FLOOR PLAN DEFERRED p �yidYr' wr6l �,: ' r. � . • .� r, , AREA: C2.0 SITE PLAN• tlw ._- tflr.s�r11t it tootrial • ,lt •1r,d + ;r= `` SIT( 211 C3.0 GRADING AND EROSION CONTROL E0.1 SYMBOLS AND LUMINAIRES +av # . rti� 1�r. .� : ", r f"�''w..1i , • • 11saM11{� C gi! qc: 022 SF 4.84 A C3.1 DETAILS E1.1 SITE PLAN >hoe�+M L� 4T ,1 5, < k,"�� '• ►• " y�ty'r}i.Jr•11 'FW " P �"• '' _ ,44t •l4• °, IMPERVIOUS AREA Shop Maw*, • • C4,0 UTILITY PLAN E2.1 FLOOR PLANS =_ K► x , `� { + tiV '+ 4w r Err ♦�s 1•a4y ••M«W y_Wr •� tHUll DING AREA (FOOTPRINT): 1327 SF L 1 PLANTING PLAN Oder aasimwilli 4 w • `• �` ' 4 4 " *' i"'*,� �;. • PAVING AREA: -_ 2018 SF • �� ": �'t,.'...-`ii - ` L2.1 DETAILS rK • • p r ,,,$ '•;,'.'4-r.,';'''''* ►r)1AL IMPERVIOUS AREA: 3345 SF 85% COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* NC; 9 M Lid ,+ .•. , A r ' �• A A2.1 FLOOR PLAN { t+ AREA: A2.2 ROOF PLAN NILDl+Eri o 0. ORQUP, P.C.. 2006, ALL A2.3 REFLECTED CEILING PLAN �"0Mf' • �; t. • 1 ,�. a` r'• • I AND;CAPING 15% COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.• orawrNos Mt a �'+ E A3.1 ELE VA TIONS ►r1u�Iral DESIGN GROUP, P.c. aro ME l + y IMI A4.1 BUILDING SECTIONS NOT TO "E USED OR REPRODUCED air r • I # SPACES PROVIDED: IMOD!. EXCEPT INN THE PRIOR MITTEN 1`. ' • ' • • ' ,. , o� PEIMMISION Or MILLIREM DEMON drOUP, P.C. 4I . PARKING A51 DETAILS r `a �;, STANDARD: 9 A5.2 DETAILS Date .. 2 Decern'rer 2005 • t.y,l'r: COMPACT: 0 A5.3 INTERIOR ELEVATIONS AND DETAILS Drawn by: Checker' by. HANDICAP: _1 S1 GENERAL NOTES • • • TOTAL SPACES PROVIDED: 10 PARKING REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* S2 FOUNDATION PLAN DAV/MRW DAV S3 ROOF FRAMING PLAN Job Number: 104298 • *TL PROJECT IS MINOR MODIFICATION TO EXISTING SITE. ALL ADJUSTMENTS MADE TO SITE COMPLY WITH S4 DETAILS V S5 DETAILS Sheet j t r LOCAL JURSIDICTION REQUIREMENTS AND WERE APPROVED BY CITY OF TIGARD ON 23 SEPTEMBER 2005. I c+1 + 1 ,l• I n 7 t Permit Set - December 2005 • , . :. ,.. : • , ;1� Cm ''I'I'' I'' I 5 ,1 11 " 1 ' 1' II'I HMI I I ' »-II ItIrii i 1 if l I it � I Hilo I mist ( iiiIii ti►1111n Ittllii s Iolllllll ilirtl Intl I �I, I i I I li:fllll I, Inl ulrll;;,l ,� v I ( I ( IIIIIIII! t. lii;?"1"11Piftilial 1 I 0111111'•I QI11 1 2 3 4 8 7 8 0 10 I I 12 13 14 1 1 le I7 Is 19 20 21 22 23 24 25 28 27 28 29 30 , ,,. • • • i ,. , 4 g a__.. 1 i 01 4 MUNI $ IOL • ' • s q. I lil I I i 1 OE 4t4t 4. • • 1 r R,t, ti •1 • • I 1. P • • 1. 14;* +1 , ws. y W1, h .tlrl�.rhr.tet...,.-_•..,.>,� may, tte ; G arra ., ,� •.. 1.I s , ','•04 `,'d. ,1-Fyh 1 . Keynotes ()- --- 4. . ) . ROOM FINISH SCHEDULE 1. STRUCTURAL COLUMN FOR LIGHTHOUSE SUPPORT BEAM ABOVE - - _ - SEE STRUCTURAL, TYPICAL OF 2 -- i L.._ O , FLOOR WALLS CEILING 2 3"0 CONDUIT AT 3'-6" AFF "' ' vU R(X1M NAME MA BASE NORTH EAST SOUTH _ WEST MAT'L HEIGHT 3. WATER HEATER ABOVE FLOOR SERVICE SINK 4. SAFE UNDER COUNTER ' I. RI TAR SALES VINYL-4" Vinyl GWB GWB/SLATS GWB GWB SAT 10'-0" MILDRLN DI SINN GRO111, P.C.IC 5. BEAM/SOFFIT ABOVE - SEE REFLECTED CEILING PLAN . r0i_ MANAC,ER'S OFFICE VINYL 4" Vinyl GWB GWB GWB GING GWB 9'-6'" Hitt I11rl'� II NI • ,r,�� I pi , .1 VA, 6. MANAGER COUNTER - SEE SHURGARD OFFICE STANDARDS FOR • 1t)1 4 MANAGER'S STORAGE VINYL 4" Vinyl GWB-X GWB 1 GWB GWB GWB 9'-0" 7fi;)OS,N' Boehm!, Suitt i!I • ADDITIONAL INF ORMA TION +04 _RESTROOM SHEET VINYL Integral GWB GWB/RFP GWB/RFP _ GWB/RFP _ GWB 10'-6" 7. DOWNSPOUT RUN TO FACE OF CURB OR STORM SYSTEM IN SOLID Tigard, Oregon 972'23 %.69:2I5II31244 l)a)2 PIPE, TYPICAL 1111 ..4, 8 VENDING MACHINE, NIC v • 0 MATERIALS FINISH SCHEDULE -- �- - , YA TERIAL INJSH KEY_ MANUFACTURER _- _ COLOR/GRADE CATALOG/ , FINISH COMMENTS _ _ ' VINYL V-1 ARMSTRONG , AZROCK, OR EQUAL - VINYL V-2 ARMSTRONG , AZROCK, OR EQUAL 44* SHEET VINYL --- BY SHURGARD SEAGATE/ BEIGE 86051 WAX �-- -- ►- - Restroom applications only. Sheet Vinyl to have no seams. 1 PAINT COLOR X11 PT-1 SHERWIN-WILLIAMS "CHENILLE WHITE" SW 1004 SATIN Shur ord custom w • r - w g paint color, PAINT COLOR #2 PT-2 SHERWIN-WILLIAMS SANDSPIT' SW 1085 SATIN (SHURGARD TAN) PAINT COLOR #3 PT-3 SHERWIN-WILLIAMS "SHURGARD RED" FORMULA SF_MI-GLOSS Shurgard custom ! - ) . r r _ - 9 point color. (Overhead metal door panel d�j PAINT COLOR �r4 PT-4 SHEf WlN-WILLIAMS "SHURGARD RED" FORMULA SATIN Shur and custom �� i [ 7 _..... "� 4 IMARLITE g paint color w/ "satin" /finish. �eC �j� i 1 ` "!� 1 RFP RFP P-106 BEIGE -- -- --� -- -- 4S0 ' i WINDOW BLINDS LEVOLOR BRUSHED ALUM. 1" w/ Acrylic wand DANIEL A. yeZ 1--1 , YI adjustment. (Lighthouse windows only!) V1N't BASE - -- ROPPE GRAY VINYL Provide 4" Bose at Office. Provide 5" Bose at Toilet Room. " I <I) 14 OF A - •----. Door/Window Notes �1IIF,I -� •• -��-- General Notes • Lal.\ . Shur and ��,: 1 WINDOW GLAZING SHALL MATCH STORE-FRONT IN DETAIL & COLOR OF FRAMES. ALL GLAZING SHALL BE INSULATED TYPE. A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. 2. LOW- E CLEAR GLASS WITH ARGON GAS AND/OR THE SYSTEM SHALL HAVE A "U" VALUE LESS THAN OR EQUAL TO 0.4. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START VSE IF REQUIRED BY CODE ONLY . Storage $ , 3. OPT Q(y: GLAZING IN LIGHTHOUSE MAY BE TINTED 50% "BRONZE". OF WORK. 7l 4. ALL PAINTED DOORS ARE TO BE SPRAYED PAINTED PRIOR TO INSTALLATION OF HARDWARE. B OCCUPANCY: VB i" 5M :�5 . STOREFRONT SYSTEM BASED ON KAWNEER 450 SYSTEM. SUBMIT MEG. PRODUCTS FOR APPROVAL BY OWNER BEFORE C. BUILDING SHELL. CONSTRUCTION: TYPE 111B FABRICATION. D. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF 9 1 6. ALL BUTTS SHALL HAVE BALL BEARINGS. A" „'�M ,"� ;, m. �, ` 7. LOCKS FOR STORAGE CENTER AND MGR'S. OFFICE SHALL BE ANSI SERIES 4000. GRADE CYLINDER TYPE WITH SHEAR NOT LESS THAN 2-A: 108 FOR EACH 3,000 SO.FT. OF FLOOR illrrtt. • TYPE SPINDLE TO RESIST VANDALISM, W/ LEVER HANDLES. AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO frig • i 1 8. DOOR CLOSURE ARMS SHALL PERMIT MAX. DEGREE OF OPENING PERMITTED BY WALL CONDITIONS. EXCEED 75'. 21669 Re(1w(xxi Road 9. SILENCERS TO BE FURNISHED AT ALL DOOR OPENINGS. E. ALL HARDWARE IN ACCORDANCE WITH ANSI 11 7.1 Castro Valley, California 9454(1 t" 10. OFFICE THRESHOLDS TO BE FURNISHED WITH STAINLESS STEEL. MACHINE SCREWS AND LEAD ANCHORS. F. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3 STATING 11. DOOR 101A - DEADBOLT TO BE KEYED FROM "EXTERIOR" SIDE ONLY. ad "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS _ -" OCCUPIED" Project: - * G. PROVIDE 20 CFM OF OUTSIDE AIR PEE OCCUPANT AT 'I�� OFFICE AREA Nev Office Building Room Symbol Legend -ROOM NAME ROOM AREA/LOAD O,F01' -ROOM NUMBER 4111010110, FACTOR 1570 SW Pacific Hw "10.14,110 44411V XXX/100:2�,`NUMBER OF y B:2 E ITSOCCUPANTS King City, Oregon , NUMBER OF OCCUPANCY GROUP PER I IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED Sheet Title: Floor Plan J , W • ' 14; T Window Type _--- _Door Type 106010, 41111. 4111poefm. op.* r 14'-0" - 2'-8" - - EQUAL 3'-O" EQUAL Revisions: { IL- PULL PLATE . Jl -_} ` ` t--i---- AT EXTERIOR 1[7:-ir ` & PUSH BAR co o I AT INTERIOR I I - -; -- SIDE „ 10 1 V. w ff w., fi, i „;, e► I to io 5..X5" �9 L. - CD O SHUR-COM * ,,,,..., 0 is 40,, i• O o) \ UNIT. LOCATE 1 • -.-__.___ -_.- __ • ADJ. TO . . ' ' •I Ea) 0 d OPTIONS: Q �' STOREFRONT '","' ,,, '',;q �` SAO,.�1�► A. MINI-BUND Co • -- -- --_. ______ 8. PROVIDE LOW E 0 LIGHTHOUSE 1 0 ./ O� 1 * .I,*; AND WEST FACING WINDOWS `N' Y PROVIDE MAIL - SLOT (HORIZ.) IN SPANDREL 0 v HINGE SIDE OF - • MILDREN OCSIWh• 40.000,, 401,0000040, , . .. ... . P,C., 2009, ALL DARK BRONZE ENTRY DOOR (TYP.) RIGHTS RESERVED SPANDREL Symbol Legend TNF SE (HAWING; ARF INE PROP(Rtr 01 ��4y, L end tYP. EA. SIDE NOT TO BC USED OR RfPRODU(XI) IN ,N, MILDREN of SION GROUP, P r AND ANF 1k liter " .fid - k " ANNER, EXCEPT WITH INE PRIOR WRItT[N �, • 3'-D" PfPMISSION of witORFN DESIGN rAO11P, 1 1. St' � C/� DOOR NUMBER t • A I r i f 4 Date: 2 December 1 rnl)t•r Z(K),) • ••.- DOOR TYPE Drawn by: ( lin ked by: `n{y)'� r, $ WINDOW TYPE r•d;, It Yn 1 A Q , 1 q } * • DAV/MRM' DAV44 N O INSULATED SAFETY GLASS o 0 ' �,,,I Dow ;: s.. Job Number: - 1042�)R ) .2 / Sheet D t Ty -4-- # / ® Permit Set - December 2005 A2. 1 0 _.... - _jormaiimmaiweeatav ,,,. a ,,, .,, r"N„uev-.,.n na,..awh..w rx aW rw.,. „�,eawtllC,W,A,r n W'• lIIllllliI1111UNII1111 $ ji111IIlli II) f I I I I I 1 �� ,. p 10.1 aim 3 a a ® A 9 10 I 1 12 11 14 ''1.0- 1" 11; IS IQ 20 21 22 23 24 2'S 2e 27 2A 26 3 2 5 X ,, „.. 1 ( o1 4' NOMI • IOL .!,, iA'•1L;7Y • • ,.,.w,...arw,+fir.R�+ •^„+R^'^ ....,.,..•..^�.+^w+Mlwe,w.w•,+.,.-.... ' ' .� 4. t 4. .. .: ..... ,- y� , •a - n, N t r ,, 4tt .4!7' Y,. r 'J Keynotes (:)-- 12" 00;:;°#°°- 1. STANDING SEAM METAL ROOFING WITH "SHURGARD RED" FINISH E'"i OVER PLYWOOD SHEATHING 2. RIDGE VENT CAP, TYPICAL 4141PREFINISHED 3• RAKE FLASHING AT GABLE ENDS, TYPICAL "4"*' STANDING"SEAM METAL SHURGARD RED", W.R.SUMMER ERGWB WHl1E SOFFIT, PAINT 0/ PWD 4. GUTTER - SLOPE TO DOWNSPOUTS, TYPICAL Mll_DREN DI.SIc, N GROUP, I'c. ' ROOFING, 6 SIICATING SECURE 5. DOWNSPOUT LOCATION, TYPICAL ‘t;" ►trllt 11,K1 • ,t'nct ISI \ ,A1\,, TO UNDERSIDE OF 6. LIGHTHOUSE SKIRT - SLOPE AT 1: 12 AWAY FROM CUPOLA, TYPICAL 74 GAUGE METAL ROOF TRUSS 7. PIPE RAIL AT CUPOLA• 1650 S \A . lit\t WO, Suitt 1_1� GUTTER, PAINT 8. EDGE OF CUPOLA I tgani, LIt is un !11221 '�Iiil ' "SHURGARD RED" - Ii I " 9. BASE OF LIGHTHOUSE BELOW t;�U;il 244 O32 TOP OF PLATE 5" 10. VALLEY FLASHING, TYPICAL - 1O'-6" it VENT HOLES, TYPICAL 1y,4$ .\:1 , WRAF 2x FASCIA WI - 24 G .. METAL FLASHING, PAINT "SHURGARD RED" CONT. SOFFIT VENT, PAINT "SHURGARD TAN" STUCCO . a. T PAINSHURGARD TAN •----, A5‹ d TOP OF MASONRY - 9'-0" I 14PNir - - - REINFORCED CONCRETE MASONRY UNITS, SEE 11cj" -'k i" ' O STRUCTURAL DRAWINGS C.4\49• lr t« 451 . A. A 'FEZ y o • 2 Eave at Column 14, ��` . 2 11'-1' 0" OF 01`-- d--O/600-EaveD,fail-2 Or e . • Miter 1 i 1 t PREFINISHED 5" S h u rga rd ISTANDING SEAM METAL 0 ROOFING, "SHURGARD RED" PREFINISHED + Storage M � STANDING"SEAM METAL RED" " (f • t r ROOFING, SHURGARD " 12 METAL RAKE TRIM, f - " ' 4 M'' 6 i� PAINT "SHURGARD RED" ' - a. 24 GAUGE METAL )j °D • GUTTER, PAINT j' ef` "SHURGARD RED" / J *. 1 :: %.10\ ‘ ' i ,` 6 ,. ` 21(; 51 ktxftic>,x1 Road ( antro Vallcy, (ahfornta 9454(1 gi M • • '0 . 2x NAILER 0 \ - / I! I • 5 PAINT STUCC"SHURGARD TAN" .'� Project. l'. TOP OF PLATE - 10'-6" � (,..,- 0 � New e`r\ Off ice OA4.1 l i r,,,,-, = \\ ' Building WRAP 2x FASCIA W/ ° �'- PRE-ENGINEERED 24 GA. METAL FLASHING, ' - ROOF TRUSS, SEE ? -�� PAINT "SHURGARD RED" • t STRUCTURAL `� �` DRAWINGS CONT. SOFFIT VENT, TYPICAL. PAINT "SHURGARD TAN" ) VENT HOLES, '• 2x6 TOP PLATE ALL ROOFING FELT UNDERLAYMENT 15700 SW PactfKMON ' SHALL BE TURNED DOWN VERTICAL :,; 4111 ) FACE"OF FASCIA, EAVE, AND RAKE King City, Oregon STUCCO .:� ( 4"-6 , WITH METAL FASCIA TRIM PAINT "SHURGARD TAN" COVERING FELT ALL SEALANT USED ON ROOFING - - — -`� FLASHING SHALL BE 1-PART Sheet "I tt le: URETHANE, BY: SONNEBORN, PECORA, OR E0. Roof' Plan I (iEave Detail 4 Rake Detail \A2' d-07600-EoveDetoil-1 2• 1 -1 -0 - d-07600-RokeDetoil-1 CORNER OF LIGHTHOUSE -- \ ANGLE 0 CORNER + OF LIGHTHOUSE tinEDGE OF BLDG. /-" 7—PAPER 24 GA. METAL PAN 135• /SADDLE "SHURGARD RED" „..\ .-- <'�r ABOVE FLASHING SEE 1/A2.2 \ C':. Re‘tsrc n' 24 CA. G.I. TWO-PIECE COUNTERFLASHING, SPRING LOADED — FASTEN FLANGE A T 4" 0.C. '10 FASTENING STRIP s�, CANTED FLASHING ctb 0 4, SLOPE \": 1'-0" SEN PAN AT 4" O.C. TO BACKER BOARD too 101 — SPLASH GUARD (FULLY SOLDERED) R /9-m-- 1" MIN. BACKER BOARD - SECURE WITH 4 •-,.. 0 FASTENERS EQUALLY SPACED AT EACH STUD ,f. , _ 8"e" METAL RAKE "SHURGARD RED" r ,_ .. ,..4.p i _ 4" X 4" PERLlTE CANT STRIP r ROOF —..___._-_-_—_ - 0 of (FASTEN AT 12" O.C.) . ZFott 4 in YILDIIEN OElION . PC, r A 1. �� r 11ra11rs rttsdevtu _ ►N[>l1 ORAwN $ Alli nit PRO tRTr tx '• MIIDI�l1 OElMON OROIM ►.C., AIO A11E �, SOLDERED JOINTS ,� /�� M t to st usKo oll llni con uao o air 4 --- '/ MANNER. Mt 1N111 1111 MOP 1M11 1111 f4 7S' Pnlrllrmoll or w ocsa alrouv Pc. ,yam CI. OLDERED JOINT qc. :, EDGE OF ROOF R � Date 2 December 2(X)5 . w» EAYE 24 GA, KICK-OUT FLASHING Drawn by: Checked by: TO MATCH COLOR OF ROOFING. DAV/MRW DAV ""5` "SHURGARD RED" MOPP HAND •OPP HAND - , — — '. fir, w Job Number: 104298 ,, 5 Kick-Out Flashingat Lighthouse H' h Fascia FI Sheet v F �+ �g use 6 � FlashingDetail at Lighthouse 2• Not to Scale d-07600- Kickccf 2 "°t t° Stole Permit Set - December 2005 A2.2 - d-07600 -HighFoscio— • Ila,, • * 0•�r Cm I 1 i �' I { ! I ( I 11 nu IIt111 114111 IIII tl II! 1 I U Ilil tut ISI! 1111 Itll 1111 ifll Ilii U ;y ,.. I I M L . I ."�wru�) I I � �� H 1111 Ifll I II III 11 II I. i ! fl a t,1 '0mb.10, I i 3 d 5 8 7 b 0 10 II II* r3 14 Ie 17 Ie 19 2'0 211 2�2 2�3 24 25 28 27 28 20 30 2 5 X • 81 I t ,0I1,',�' �� ' NONI . pa + ' �r� 1 11il 1 " �3aW:, i 1 ' , ,- t"I'J - 1;1.11 ,. i4A « a r Np . . . yy y ..: _ y 441.4`, ,.• r 1. , , . . ,• . : � 14., y t '� r�*`'olk4 - r s r t • 1 I'_'i Ih` .I V w Y t .4 r4 I.x r.. • t1+ k f II V*P:: Keynotes _ (Cy- -- 1 ACOUSTICAL LAY IN CEILING - 24" x 48" MINERAL FIBER LAY-IN PANELS WITH 24" x 24 PATTERN IN RETAIL OFFICE. W/ TEGULAR, SQUARE EDGE, ji" THICK "CORTEGA" DESIGN. SECOND LOOK II WHITEhImmigoomewsio. .... BY ARMSTRONG INDUSTRIES, OR EQUAL • 2. EXPOSED T- BAR CEILING SUSPENSION SYSTEM - I%6" EXPOSED MILDREN DESIGN GROUP, P.L. FLANGE W/ ROLLED CAP WHITE COLOR, W/ ACCESSORIES 10 MATCH 10 BY USG CHICAGO METALIC CORP, OR EQUAL 7650 S.W.nitcHr F(iLIRF. • tirAF'r' 1•I .�titilti4r 13 '% 'Iand, Sinn, I20 - LIGHTHOUSE FRAMING 3. STANLEY 300 LB RATED PULL-DOWN ATTIC ACCESS LADDER Tigard, Oregon 91223riii'1:.' * - SEE STRUCTURAL CENTERED IN CEILING 1;1031 244 11;1;1' „.v ... TOP PLATE 1O'-6" --BEAM - SEE STRUCTURAL 4. PROVIDE OVERHEAD POWER FOR RECESSED CEILING MOUNTED SECURITY Iiii CAMERA AIMED AT DOOR, COORDINATE WITH SECURITY VENDOR --- SUSP, CEILING SYSTEM 5. CONTINIOUS SOFFIT VENT, TYPICAL A 6. CENTER LIGHTS ABOVE DESK ,411 ,__T_-- -. 7 . , ' Ceiling Notes + -� 2X6 CLC. JOIST W/ R-19 BATT ,ry • � 5/8 PLYWOOD ABOVE 1 A VERTICAL STRUT FASTENED TO THE MAIN RUNNER SHALL 18• �' BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS , , • �- - GWB OVER 2x SOFFIT FRAMING SUPPORTING THE ROOF OR FLOOR ABOVE THE STRUT SHALL BE ""*,s '' ► ,1 1L..,� C1 ADEQUATE TO RESIST THE VERTICAL SEISMIC COMPONENT ,:<k .,r44 I li op � � INDUCED BY BRACING WIRES. • 1- • i L. 2. LATERAL FORCE--BRACING MEMBERS SHALL BE A MINIMUM ' 0) p•-- ES- 0.]� OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING RESTRAINTS OR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND STRUCTURE , , xM• a i T W L. L 16" AND SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF 2. 1 1 i- 3. PROVIDE A VERTICAL STRUT FASTENED TO THE MAIN RUNNER, AND /1/_! Ike• SUPPORTED FROM THE ROOF OR FLOOR STRUCTURAL MEMBERS, ADEQUATE TO RESIST THE VERTICAL COMPONENT OF LATERAL LOADC*j •. • RESISTED BY THE SPLAYED WIRES NOTED ABOVE. SNOW DETAILS 45 Z�] 0t AND SPACING OF COMPRES`s'ON STRUTS. PLACE STRUTS WITHIN 2 - DANIEL A. •$1[7 1--; # --- © INCLhES OF THE FOUR SPLA TLD WIRES. FOR STRUTS UP TO 4 FEET 0/1111•111P .1 1` 'rsr t IN LEN. Tri, A MINIMUM 25 GAUGE METAL STUD WITH 7/8-INCH FLANGES �" is I MAY BE USED. FOR STRUTS UP TO 8 FEET, A MINIMUM 25 GAUGE e N ' Soffit Detail METAL STUD WITH 1-5/8 INCH FLANGES AND 1/2 INCH LIPS MAY BE OF S USED. PROVIDE CALCULATIONS FOR STRUTS GREATER THAN 8 FEET I' 1"=1'-0" IN LENGTH. '!' ' d-09250-Soffit-1 4. EMT SPAN CHART - (AN ICBG REPORT IS REQUIRED FOR ALL EMT/PIPES) 8"MAX 12 GA. HANGER WIRE TERMINAL 8"MAX __ _- _ _--_._ • A . • SIZE ---- - SPAN (h�net • .11 1/2" + ENDS CF ALL COMPONENTS - 48" O.C. -� •" `• '/ 1/2" 2'-8" MAXIMUM ';'`, 1 SPACER BAR ----- " 3/4" 4'-4" MAXIMUM Shur gat• " MAXIMUM • / MAIN RUNNER OR CROSS \ 1 1/4" 60'�5" MAXIMUM aI / TEE Storage f;: ♦ 1)„'• �, ACOUSTICAL TILE 3 5/8" x 20 GAUGE METAL STUD 9'-6" MAXIMUM - CLASSIFICATION OF CEILING GRID IS HEAVY DUTY • • `•'� MANUFACTURE'S �� rWw µgry, CATALOG NO. 5 b' �' 0 - © WALL ANGLE - NO ., WALL ANGLE W 7 W.S_G of EQUAL) .�,. 1•, POP RIVETS & T 2" SPACE / 21669 Redwcxxl Road ',r' ., i• 1 8" POP RIVETS ON MAIN RUNNER DOWN OX 26 ° ' "r "?�° A T IWO ADJACENT WALLS < r4. �) TWO ADJACENT WALLS Castro Valley, California .14;1411 EMT CONDUCT (SEE CROSS RUNNER DOWN OX 424 ". o lik fil, i DETAIL 00/A-0.0 FOR RUNNER SPACES INTEGRAL L 12 GA. HANGER WIRE -- SIZING) 4'-O" LENGTH u _! '' Q � ' 0 48" O.C. TYPICAL O 12'-0" O,C. W/ rieFIRST STRUT 6'-O" MIN. 5. THESE PLANS AND SPECIFICATIONS ARE FOR CEILING SYSTEM WHOSE Pr•o�•ct: s 4 " . 12 GA. BRACE WIRES FROM WALLS WEIGHT INCLUDING AIR CONDITIONING GRILLS AND LIGHT FIXTURES DOES 45 DEGREE MAX. 4k NOT EXCEED FOUR (4) P.S.F. HEAVIER SYSTEMS AND THOSE SUPPORTING w ' ' "` '`" 49 TO PLANE OF CLG. LATERAL LOADS FROM PARTITIONS WILL REQUIRE SPECIAL DESIGN DETAILS New Of•f�ice & PARALELL TO I.1 BRACED COMP. ° 0 6. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES. [� BRACE WIRES TO o / ° !_-CROSS TEE 7 PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS 0 Building BE TAUGHT W/ A \ \I.. O 24' O.C. OBSTRUCTION TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS MINIMUM OF , - ,' CEILING PLAN MAX. SEE STRUTS OR BRACES AS REQUIRED AT ALL CEILING, BEAMS, SOFFITS OR 3 TIGHT WRAPS - SPLAYED WIRE-) 0 -- - DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 5 OUT 12'-0" O.C. EACH OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES. ;3'r,' WAY (® VERT POSTS) 8. PROVIDE COMPRESSION STRUTS AND SETS OF FOUR 12 G.A. SPLAYED o ) BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT THE 15700 SW P-!Clf IC Hw) 1,' MAIN RUNNER A f o ° FOLLOWING SPACING: 48' O.C. MAX„ SEEA) FOR SCHOOL BUILDINGS, PLACE SETS OF BRACING WIRES NOT MORE King City, Oregon REFLECTED CEILING PLAN THAN 12 FT. BY 12. FT ON CENTER. 2:1104411., 4,0 l 11011111 «4, •.. a • ... r whs B) NOT USED 40 C) PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE Sheet Title. akipmNOTES: SEE DETAIL 00/A0.0 - 00/A-0.0 SPACING GIVEN IN A AND B ABOVE FROM EACH PERIMETER WALL AND • AT THE EDGE OF VERTICAL CEILING OFFSETS FOR BOTH SCHOOL AND Refs lec led HOSPITAL BUILDINGS. 9, FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRE WITH 4 TIGHT TURNS MAKE ALL TIGHT TURNS WITHIN A Ceiling P la 11 (1.2 _Acousticalei in DISTANCE OF 1 1/2 INCHES HANGER OR BRACING WIRE C 0� � ANCHORS RS TO THE y•a' �. , `' '., 't`A2' Not tc Scale STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION ' d-09540-AcousticalCeiling-1 OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF N THE WIRE. • '.' 414= ,. „ " J µ ACCESSORIES/COMMENTS' � ''`"` ' >t41(11G ACCESS IE /COM 10 SEp ATE ALL CEILING H�GIG AND BRACING WIRES AT LEAST 6 INCHES FROM ALL � .' + `.':, a a .A�j: ' S UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE 10 ATTACH LIGHTWtIGHT • FOR RESTROOMS + '1'' �� r �• 12 GA, HANGER -- ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER _TIE INTO MOTION SENSOR SWITCH TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO OSA/SSS ,• WIRE 0 48" O.C., 11. WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED TYPICAL • " • 32 if�l.D 120 Q NIGHT LIGHT CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS 1 1 2" CHA NELS - WIRES, 1 OUT OF 2 kcvlsluns . .t • ; I / N WHEN DRILLED IN CONCRETE' ANCHORS ARE USED FOR BRACING • • • .,.; ,,,.,•�4?a�+re ..r�uwr. A T 48" 0.C. . • � '•, �� MUST BEHELD TESTED FOR 440 POUNDS IN TENSION. SHOT-IN ANCHORS IN COr;CRETE p ARE NOT PERMITTED FOR BRACING WIRES. IF ANY S1101 IN OR DRILLED IN ANCHOR • 1I 10 1?O A I, r,L D3 CENTER AS SHOWN 2 1/2" METAL FAILS, ALL ADJACENT ANCHORS MUST BE TESTED. �,•r? N� � ` + ' + NOTE: DRILLED-IN OR SHOT IN ANCHORS REQUIRE SPECIAL OSA/SSS APPROVAL WHEN ' " �'1 .t�1 , GOTHAM TRACK 95-LT (3)tAT1 WH, (3)T8 WH, STUDS 16" U.C. USED IN PRESTRESSED CONCRETE. 4 ' , '� RUNNER 10 RESIST A HORIZONTAL • gss (1)TA2 WH, (1)TA5 WH 12. ATTACH All LIGHT FIXTURES TO THE CEILING GRID - r "lam ,I'. M11As0, TRACK PER MFTR. I .rat FORCE fe '. SECUREIoY 10AL 10HEHGR GRID WIT THE SCREWSFIXTURES.EALL LIGHT FIXTURES • EACH CORNER OF SHALL ED ' • 1:btf t?HI( 1OS98 1St PG3 X WALL BRACKET GB H 3 GBKIII :. , • 13. FLUSH OF RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS SEE A-5 FRONT ELEV. _ THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY �` * �' "'' ' ^`' ' • al•.' Amok M W-16172-C-101 �� GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MIN. OF TWO 12 GA. SLACK SAFETY • "�,��' 1 "4; TO BE HUNG FROM J-BOX 0 II' • >r WIRES ATTACHED TO THE FIXTURES • DIAGONAL CORNERS AND ANCHORED TO THE o-' i x • "rn'�'`°""II ,:"', ,, r,; %- .,,,1q, 4 ,,, ow, w "... 300 CEILING ABOVE MGR'S COUNTER - is 410 STRUCTURE ABOVE ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY u d n 0 -+.....�,. WIRES AT EACH CORNER. �� `Ian* r' • • # , 14 ALL FLUSH OR RECESSED LIGHT FIXTURES AND All TERMINALS OR SERVICES NEIGHING56 x , , ,1 • wadtoi ofsla+ P.C., 71706 ALL�� • ', / 4';' .° ry4rIA *� s °n' * `f b, .,, ttJ POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT GI RIGHTS IIE9ERVE0 ' r. ,.•R,....,,. ,,...,,,,,��........�`_ HE STRULIURE ROVE THEW Awl PROPERTY a �� '44 I 12 GA WIRES EACH ATTACHED TO THE FIXTURE AND TO 1 A iikett 1y « i •.. x „,;° F 9[ OR N04 ARE THE MOPE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED THE 4 TAUT 12 GA WIRES HILOWN DESIGN OROUP, P c, AND ARI '48'.:''';0; � i. •;, NOTES: f 'x $, ;: • rt : +' 1, HANGERS FOR SUSPENDED CEILINGS SHALL NOT BE LESS THAN THE INCLUDING THEIR ATTACHMENT 10 THE STRUCTURE ABOVE MUST BE CAPABLE OF NOT TO Of EPT OR REPRODUCED PRIOR IN AN Y TE V.•' . :t v� Jk ¢}, r RIWANNER X PT T i PR WRITTEN r ,, .,,.M,�. E CE MAN HE TOR wkl t r ,. PERMISSION OF MIIDREN OESIaN OROW, PC p M ;, ��° SIZES SET FORTH IN TABLE 25-A, FASTENED TO OR EMBEDED IN THE SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. tlICH n ;.�, I a, J,,1l; rill STRUCTURAL FRAMING, MASONRY OR CONCRETE. 15 SUPPORT SURROUNDSTHEACE CEILING RUNNER ANDNTED LIGHT IMII(R,HSBY AT LEAST INV ARE EACH SUPPORTEDSITIVE FROM THE�STRUCES CTURE NGTE LOCA i:ON Date 2 Det-ember 2005 kii h t 1,s-c 's;• '1 ." ' 2. HANGERS SHALL BE SADDLE, TIED AROUND MAIN RUNNERS TO DEVELOP TO THE Y 1 x0 a M1•�•r .41 � ABOVE BY A 12 GA. WIRE, SPRING CLIPS OR CLAMPS THAI CONNECT ONLY . �,r,,� Drawn h ('her y: ;• y,i,4 , THE FULL STRENGTH OF THE HANGERS. LOWERS ENDS OF FLAT HANGERS RUNNERARE �CCEPIABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE TO MEET CODE SHALL BE BOLTED WITH 3/13-INCH BOLTS TO RUNNER CHANNELS OR DAV/MKW I)AV TIE INTO MnTION SENSOR SWITCH BENt NEAT)_Y AROUND RUNNERS AND BOLTED TO THE MAIN PART 16 SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY rROM THE STRUCTURE ABOVE 1`�w: r '� '� •+;; yy � �""`�"""'"""" OF HANGER (C.B.C. 2504A.3) WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE Job Number: 104298 •r' •K fid. ,� ' . r,'. I OF SUPPORTING 4 TIMES 1F' �ffCH1 Of THE FIXTURE ATTACH ALL LIGHT FIX1lIRES TO THE r 24,0 , - :a: 'tir 4 t - '` ' CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCES EQUAL TO THE WEIGHT OF 1HE Sheet f� i r I ` r1 ' ' 4 10 or 100W CAT. #740 � w.a'� �� . W/ GLARE SHIELD FH38 ON • • • ' �Y� • , � � PHOTO CELL (3--- _Non-Rated Ceiling FIXTURES. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDI I ION • THE CEILING GRID, ' 3 -, - O Permit Set - December 2005 A2 3 f d-09540-AcousticalCeiling--2 • . __ „,„, . ,; , .. ,....... . . , i . , .... , :‘... , , Itlr I ;I II11 1111 III {III 1111 )III )III )III Iii) .III N11 N11 )III 1111 rill 1111►Ilt ILII 11 1 1111 1111 1111 lil Lill IU 1111 I I ltl "` '"° '` '"T"'�'"""'�"" �' , . w1 :,. 1► CTR ' I I I I I I i b I I f o I III ,�2 I t• 1a ( 18 I �'e Iv io 2, 225 X '° . , . „. . . I . 0, 3 � � � ( ,li�lli'I q:;i4..:Rt1H .. .. . . ,.. .,..,. ,.. ,, .. ., • , ., . ,... . ;. ,. , . 23 24 2'.5 28 27 2IA 29 30 , ,„ , ,, y' Y ' li ,,. . .„,. ., . 1 � ' 1 ' ' I ' 1i . ' 1 1 I I I A>6 ,, ' UI �.;T, ..,.....„. .,„,,,i,,,,,,.,. ..,......„,„,,,„.................. ............................,„.._ 'il x , ,, ,,,. .,r.. n �'4 ( 1N' 1 ' .., _._ .... .�!••' l I.F., 1 X + 11,4 S '' �1 WI aur�>�,.. `p .•a , ) MILDRIIN Di SIGN GR()UF', P..(_ . A.., ,, AR( (1("(F( I IIHI • iI'AI I I'I \,\'\.i\, ,")();i) 244 U,62 '. l • I I I rik.,I/...........A46 i..._- ,_.__ ........__ % ;t ,,-- - 3 ( - _. ._ _yam- _fi - 1 1 ____-r 24" FALSE METAL VENT -- -- - 1 lir "SHURGARD RED" , , 3/4" REVEALS (TYP) --- - - i i ARCHITECTURAL METAL 1 ROOFING - "SHURGARD RED" - 1 I / 161. 1 ! I I I P70°1 ', , . --..03'YD A44/./..- -r.r.,--A 1 DANIEL A A.• EZ .-� I e):40: . -,r4, . , IA1 •' 6,1111111 NM . .. ®IZ IIIM• III 1 l'—' A OF * ,,..........,.ibm.. law ! — , . Ow ler: Shurgaid Y , / ,. Storage o j 'i _._ I / ii -- l 1 fiG�) FZec1�'t x x1 lig rut ,.,, , ,, ,. ,,r 20 040',^,. ,r *;. 411111#;113kneAti' 411011L1111.1401 1 I al I I a 11.1.16'.I" (atitro Valley, (allfl►rnr.( !f4:141i x 3/4" REVEALS (TYP) SPLIT FACE C.M.U.: ..., ,r . "SHURGARD TAN" — "SHURGARD MOCHA" Protect. II North Elevation New Off ice 0 t 2 4 Building • /- --_ 15700 SW Pacific I1wy King City. Oregon 1111 Inamdan•N `Ilt•c•t Tule --I- -= mi 1, Elevations r lr 11 Etrealwitar 01060 • A5,1 t • SIM. 6 I{evISH)nS: iiii, 6" 44, 0 ,si ill ' .t''''(. 41%,,,,1 • • , , , • . t • ... ,, s igaik . •,.s . ,. . .,.„,i f 0 I,70:1160, , 7_,___ �_ 1_______ _p.p._ _ lililYS°44. III' _ sem . _ p ,,..,„,,,,..................................._ MN . 101 , ,,__ _ ,.,„ ..,1 1 I MUNCH DESIGN , P.C.,ieloe. Au MOOTS RESERVED 4� (—?5.2.) 1 NEW DRAWINGS ARE THE PROPIRTY or yi,^ §, 1 ' 1 NO1 TO at 1.15111 OR RE'R00UCFO IN ANY SIM. 11111.11111.ORIN Of SIGN GROUP. I.C., AND ARF MANNER. 1XCEPT WI TM THE PIMP WRITTEN illI\ PERMISSION OF MIU)REN DESFON GROUP, P.0 y Date: 2 December 2005 - 'I Drawn by: Checked In: *,:- y' i IES 4v S •*. " 6 , '',` , / I 11 , ' - l)AV/MkW' DAV ---- Job Number!—_l 104298 Street " REVEALS, TY°ICAL -- Uf 1' 'F• rt South Elevation r • Permit Set -- December 2005 A3. 1 Alpartfr ,. , ,., , mokot00044.4., rnmirms1....F AO 4O cm IIIIUIIIIIIII•.I i .,. , ., , , ,. ‘ . ti.. I I� 1 ,! II ill(11111,'��II'Ill�iil';'Ili I��'; „ ,.,, o,.T",�T 2 3 4 5 5 '? 9 6 10 I I 12 13 14 ,e 17 18 ,9 20 21 22 213 24 215 26 27 28 29 30 ' ',1 2 5 X ,,, SONS • IOL ,..i, ., • EI ± I al ♦ , Cfi oL - �. �R4MAIIF�i1114414 � - 444444,141414 �1F�111�1� 1M!!� •.;. ; Y. • i �oo, ". w r 4 , u f I l's r µis • RfMme' • y i , . , t , �a�'Y , pec _ ,. 0 1 r.,;,! • 4M ri' :' , I ��P} A 1 ' I, 'rJ 4,44 4 , w �fly,, ' tl • tl 'x f, ... • I M .� �, ,'111 r y... W .L 40 he°.-1Lowell"---- 0 IMP SO MI lib 1°6‘41. ,°� / • 2 MILDRI:N DI-SIGN GROUP. PC. ,IP' AID IIIIfrr ® ARl 111111 It I:I • ,I'AM.I. I'I '4\'SIN,r "' 41% 76;10 S.W. Iie\t•I(r1ui, Stith I Tigard. Oregon 97223 '`i.i'► ' l503; 244 0552 0. f ."."ir"..ar"I'gll1 ,I " I + — 1 PRE-FABRICA TED & -FINSHED ` I �"—CUPOLA ;� '� � w . 1 I i I V l aio, II 12" W/ BALL, ROD & HANDRAIL ,1 „" ,: .. , vq ., tall3, * i l * +t. * 1� t / ltttt J ,�' t '�+- '� � I � � � 1----41 _LANTERN SUPPORT BAR BY G.C. 7 u . ..__. • 2"X2" UNI-STRUT FASTENED TO CUPOLA SECURE LANTERN TO BAR W/ U-BOLT OR THREADED ROD PROVIDED WITH FIXTURE. —+ - SEE DETAIL 6/A5a .3 .1 i. {. ' • -----1L'iti epi t - 1 I �. 1 + BUILDER TO INSTALL "LAN TERN" LIGHT h�,,,. Is (CONTACT: KRIS SKOTHEIM l F I 0 INDUSTRIAL ART 206-780-1611) TOP OF COURSE 1 ' f 4%*%1411D % , TO ALIGN WITH 1• I •I� -law —. -+ DANIEL 450 • A. A•�, 1 ►—� os • TOP OF MULLION (' ♦ �� •, ... o+ [ N. Tr O. FRAMING . ,-, _ �_ ;, _ © iip •% , / . UP OF ul• , I sio I ' Shurgard 1,4 I •�. i. Storage ill' - ...._...... • • J . .1 N I I �i" 21669 Reds t K x1 Road l ' a L_ _ - - _- - - J (astrl, Valle , ( afif/,rnl.i `)y:,�1, 12" maw. ', ,� Protect k�•1111.fyywwyy y!.„ ' New ice Building . .. EXTENSION ACCESS ,, ,._.a___ -- — _ . - - — —METAL RIDGE ." •,r CAP / VENT a WALL EON METAL TO HOOKS. * ,i,,, Via, Wlk " r ttiw MMI ;�• �r 12 PRE-ENGINEERED r ROOF TRUSS 0 15700 SW Pacific I Iti 24" O.C. King City, Oregon STAND. SEAM MTL ROOF o/ BLDG PAPER o/ ♦• E 300 lb. CAPACITY ■ SHEATHING PER STRUCT'L / L\�, PULL-DO ATTIC Sheet Tit le: ACCESS 1 DWGS. ;�� N I LADDER-STAIR. R Ailk 6 STRUCTI 1 FRAMING PER u i Id i ng R-30 BATT •♦ / 5/8" PLYWD ON 2X6 Sect ions INSULATION /# 011111111111111 ABOVE CEILING �' JOISTS g ' ": 1,1:1:41.414 A ' •��//'//�'////��/,/,"//�,� �P2'E��will 11 1 // ale (SEE STRUCT.) I ...7.�:....�.. r ♦ •11—k — T.O. PLAY 1111 ..t t �� A / r, EL. 10'-6" • It IliHMI 1111 / 1 - 1...11..1.1 u...1..:1 — _ -- 11111111►1 1111111111 11 1' ' 11 r. - t ` I 11 II I" i SUSENDED ---- CEILING SYSTEM % /� --- ` ..°' - Rev kion I d I :00.i.1% n STUCCOCONC. SLAB ON VAPOR FINISH (BEYOND) c BARRI J , SANG BASE, ON''` 1 GRADE, PER STRUCTL "SHURGARD TAN" 7:6DWGS.iiam f ,',x cSHURGARDTAN"SILL - j, 1�� :. ipRita ENDESIGN PC,. 2OO5. All.. `� RIGHTS IIE]ER ---- --•.ii * rj ® 1 a0MILDREN OESION GROUP, P C., MID ARE I . MESE DRAMNON Mt TIE PROPE1tlr OyI I NOT TO MANNER,OF XCEPT MTN »USED OR RE *ITTEN IN ANY '� ~ PERMISSION O MILDIIEN DESIGN GROUP, P.C. 110 NOV :- "0'-um oq,..',wyl ,.wa.v,�,�.,w,w,.m..' ' ,R I �+ I r ,A4 • 1k ..e:AI�yNANppI� • ` •. . • • • . . . I .-. ,� _ T Uete 2 Ucc�ember 5 ,.a "Ya,.,r,du,;�y..�y ,. , • a • _ Drawn by: (:hocked by ..• ` .11.I,,,' •..r— ... ..1' , DAV/MRW DAV I. • 7I t ,► { Job Number: 104298 40, Is4 41` ylk - ,,. 17 -\:1 ' ilk" 1,4 i 111"-I.-, wip,t1) Sheet (0 t' I r i :, Section - x ,.. - • ; -, C. FOOTING C ��-: - 1. � CON Building � ,,•,, . ,'•' 1 PER STRUCT'L '� t - December 2005 A4. 1 Des• Permit Se - •c:raP•*'M•"•' •••"'••"•....,..w.... .. .....eww. ....1111... ... ,. .. •01N,N '� ,, ' _ ...-....,_...�-.--•..�.. ....._..«��__...-...._,.. _�,,......,..-• ...,.-11...,'+11 cm "I ''' � I 111 IIIIP II 1 111 NI i I+1 ^1111111111111111111111111 Ili " I I " 't 11 I w I l I II 11 I tN1 TIMI) I III III 11 q(11 III It 1 1 a I , „ .li i,i !i" I1 I11 f , 1li .. „ 1 II ��a , � '" t �11,111.)tn1 � 3 IQ I 1 1� I>! 14 1 ( ( Mil !�) �� /� �� 1I� 1 !� �.� , 2 5 ,,,• t., s , . OI 4 yfj� a EI I I C t.� , 1 1111,. I t 1' •• ,y rw1CA r AT 'Yr, ' .•N+t' 1, .,. r ,. a I. �t,�•'.,r ,, , • t '' N.,p Io- i',' TC ) .•: ; r • Ir,i,13yL..e1 .. . _.. 1 - ,. rv, • : r ,. .1 It ..a r. n : . _ , � { 'irr :"•.'•'' i3 •wWM. tlyev.y,. .i 3JP2005-0631 15700 SJ PACIFIC 1-1.4Y 2 OF 4 J . °t., r i i' " t 11, 7,ISitNr r l,. !r raw• ..tr r t 'M M STUCCO - PAINT SHURGARD " TAN" o/ 1!` PLYWOOD MILI)ItEN DESIGN GROUP, I L SHEA THING �. -,. _ _ --.___ - PREFAB PIPE de _ - PRE-FAB-- -- - / RAIL ASEMBLY ;x„ �Kt tirtrw I I 1.1 • ,( AL i' I I '.��n.w. • LIGHTHOUSE PREFAB MTL. ROOFING (PT - PLATE 7650 ti.N . Bc�Ll; i(f, Stith. I!L! CUPOLA ASSEMBLY 8 " ,r-� 'I-igarcl, Oregon 9722; -,(;!I? 'mow, "SHURGARD REO") o/ ��••� \ 12 ROOFING PAPER 0/ )4" ►. (;�(►:�) 244 (l:►;,2 PIN.0,010 MTL FLASHING BY A _ __ SHEATHING --. s •AlY tlwt R»a +. 41 CUPOLA MFGR. ICE �I WA TER- ---2TAPERED 2x • STUCCO - PAINT "SHURGARD �Iliw ,;, "4 �1, s * r FR::ZM60 O 1 . .C. 4' 'O` S IAABRANE r 1 IIIIII/IIIww =� to TAN" o/ BUILT UP FRAMING �._._• _ • c1 z - /I - - --1C.E & WATER / Ae +M%u y%w�nMl.a► w r.�I - PL YW1) DECK • Ii .,+ SHIELDA i ..404,- j i ner 084, 1.11=le ' AO' *."t lk ".4 10 01 • 4W.O. FRAMING I L GW8 CEILING 0/-1 -+ ►` 4x6 8LK'G. O FRAMING, PT-1 nill DRIP t DGE OF CUPOLA- Ili 0 Pp 7/8" STUCCO - PAINT - SEALANT- & WORKING POIN 1 0 ► "SHURGARD TAN" GWB WALL FINISH o/- BACKER ROD EDGE OF FRAMING t FRAMING, PT-1 • i Al2" 1¢" PLYWD o/ 2x SKIRT • (8) 46"o THREADED 10" FRAMING RODS W/ NUT & WASHERS +— —+ DARK BRONZE ALUM. STOREFRONT WINDOW yz• SYSTEM (TYPE "C") (MIN.) t.,-,,`\°) ''rl�j PRE-FAB 112TM o SHIM AS REO«D Cl T• • . LIGHTHOUSE FRAME ' ► • �` , . W/ SHEATHING PER • STRUCT'L Mi ter► " i ` !w 45 3's EXPANSION JOINT W "x SEALANT & BACKER ROD c DANIEL A A 1 s 40 cp TIGARD, N i 9 t. 6-)Section thru Cupola Skirt 4Window Head at L ghthouse OF�. 51h„-1.-0» _ 5.1 11” 1'-0" • d-07600-Cupola-1 d- 08500-Head-1 • (h‘II( , .. . •. -Wt � T BAR .,I . .iJPfal A SHELL Shurgard " 4 » 4 "_ Storage _ �' METAL ROOF ..... ALUMINUM STOREFRONT » » SYSTEM, SEE S TOREFRON7 • lf" 4 *A 41k: ®1" "SHURGARD RED •• ' ' ASSEMBLY :N i CONT. [" BUTYL 23" SCHEDULE / ri SEALANT TAPE' 4+ `•t.:r+EDULE 40 PIPE --,._ ` CAULK lx WOOD SILL TRIM . the it•,..10N ROD BOLTED TO :.:y:�.a:CtCtNt N- _• 4` j 6» SHIM 21669 Redwood Roady S TRU T W/ (2) 1/2"d '� - �s� ICE do WATER • Castro Valley, California 94546 •• +t + :�+ BOI. TS W/ WASHERS 't SHIELD BACKER ROD & SEALANT 24 GA. MTL. • 7 FLASHING (PT ALUMINUM METAL FLASHING "SHURGARD RED") ® SILL W/ SEALANT Pr°ject- i� "' SEALANT 2x6 FRAMING, SEE New Office ,r •�j 4 STRUCTURAL DRAWINGS s Lr- T� Building +'9 74" STUCCO - PAINT ��i 2x4 ON EDGE g sl+� , SHURGARD TAN ) ®�,, 7 STUCCO nir Alit TERN 2" PLEXIGLASS '��,i++ " �1 ��,�` PAINT "SHURGARD TAN" RANDS RIVETED TO STEEL ,��p � `'�� tAM( PORCELAIN LIGHT .+++ 12» ► AU� BLOCKING AS REQUIRED 1 I URE W/ 10' CORD FOR _�i�+ Wig,` 15700 SW Pacific Hwy .� Bax o++ " 10 ito king City, Oregon — �� ; �_�----- VAPOR BARRIER OVER — • SHEATHING, SEE IL AN TERN FABRICATED BY � STRUCTURAL DRAWINGS Sheet Title: INDUS TRIAL ART, CONTACT Details [KRIS SKOTHEIM - tik essmialio *sip 41110 Lardern Detail at Eave Flushing _ 8�1 Window Sill at Lighthouse , 0•00001110 ,...4 . 5+1 d-07600-Cupola-2 5j d-085OO-sn-1 • t 1 j 44" , I ,;: 1 ,, I' 4/ -- STUCCO NOTE: DO NOT 1 fi ALUM. 2� 43" FINISH (BEYOND) BLOCK WINDOW 0 ,,. STOREFRONT '� " "SHURGARD TAN" WEEP HOLES ,' _,�. r I h" PLYWOOD SHEATHING WINDOW li 6 W/ SEALANT I (OR ALT PER STRUCf'L) li ww• 4. i R lx TRIM, SILL 2 I;w " , ALUM. MTL. FLASHING 0 � '^ 114r" x 3s" V-GROOVE 4 -'`� r SILL W/ SEALANT REVEAL Wry" REGLET, i -- -- _ SLOPED STUCCO SILL - " _ "SHURGARD TAN" 11 ki%Iii 36 GWB o/ ��, IA _ STRUCT'L FRAMING : Mei i D t ► ° . R-11 MIN �� STUCCO FINISH - "SHURGARD 1 BATT INSUL G. 11.1.44 ` » .. TAN OVER 2X FRAMING `u "f �: VAPOR BARRIER o/ SHEA THIN( CONC. SLAB PER I ►,• , t.�,_ ,N, STRUC T'L o/ V.B. ►n O. ao o/ STRUCT L FRAMING f; ' sAal► 4.0100.« i 1o/ 2" MIN SAND ►� N SET SILT- PLATE IN D8L. l+�e ., ' 0/ 2" MIN BEAD OF SEALANT (TYP.) `�, 14" PLYWOOD SHEATHING WSHED GRAVEL - :. (OR ALT PER STRUCT'L) GAL V. 24 FLASHING G,A _ _ r AP M0.DREN DESIGN GROUP. P.C. ZOOS, ALL �� + = � T.O. SLAB40. RIGHTS RES1 W ® -_ -- 4' -�.II% \ �� -�- r -- . EL. 0'-0" t* DRAWINGS ARE DC PROPERTY a --.��` _`,,,=0)11' . -CONT. RIGID INSULATION BD. NOT �I a ANY AP $it rv''-- •011171 ' OR AS PER LOCAL ENERGY '� 4. �,�,�� . MANNER. EXCEPT WITH THE PRIOR %NUTTER r'• s°•••N�si°e>° Y - t' CODE. PERMISSION OF MILOREN DESIGN GROUP, P.C. Y /y��t N••• • • Nr 'I I _ �~ 04" x +N" V MGROO�G (414747i11:1:0:.;Y,,..:,,.::::1:::::i n a / - _ a_ C REVEAL W/ V' BACKFILL W/ NATIVE SO11 Date 2 December 2005 + , I� %:', �' = SLOPE 0 2X MIN 3+ '3 , REGLET, TYPICAL FOOTING II- e•°+ :iii-r -; III Drawn by: (1 ked by: Y .`slit...:::.... .. °° ....,°.•,,.• ' FOOTING DRAIN t �, , I PER STRUCTURAL •° °° SLOPE 1X MIN. CORNER OF °• t°•°•°,°• DAV/MRW DAV -....•�- LIGHTHOUSE, ?�I- f i"i'`i 11`' '04 t�°-"� j''''°'s• y AS PER SOILS REPORT _ - V -- `Ill j ( �A - TYP (8) -'7.11.1r-'4 ,_ Job Number: 104298 � -?111 i *.., •. Sheet , Plague Application Q Reveal Detail _ i- Lighthouse--1 -0'. __ase _ • ' "'"«'� T - - w 5'1 dN 09100-Reveal-1 5+1 d-LH base Permit Set - December 2005 A5. 1 � M 0 i 2 3 4 3 AJ 7 E d 10 12 13 14 Ie 17 IA I9 20 21 22 23 24 25 2A 27 28 213 3CJ2 5 X �' 4"tifil O*m.l c•w i r h' ,I +x, g.f AM t e 1 ,1 NUN, t ,or F,�, J w' i :'4 Y .. ° ( • :.1 , „ � IFS;. r.: • -•—�.. ►, .,_. iii - .r. ' ` 7 " STUCCO - _ r � .-_ ' - 2xSTUD FR6 ING, SEE OVER METAL • ^ • LATH htioww•=0"••••=...- r STRUCTURAL GRADEO0 R 7'\ GYPSUM / WALLBOARD .. 7\ / , DRAWINGS BUILDING PAPER MILDREN DESIGN GROUP, P.C. * " ►� 12(.HtTR•II.IKE • 5PA('F PI A'VhINt. 5 P TERMINATE — �� 7fi.�(1 S.1A'. K(\el;ln(I, Sully 1')O " STUCCO GYPSUM BLDG PAPER j� r t R ME TAL \ , WALLBOARD IN BEAD OF , /'\ 9722312 LATH OVER (1). M ��`'�.� �� URETHANE Tigard, Oregt►n fi.l_ LAYER GRADE D 1 '� / SEALANT . ", (503I 2.44-0552 � '""'" # BUILDING PAPER �' SHIM .'4a *••• . . . +t ALUMINUM --�� -' G,I. DRIP SCREED— /'� l ORIAO CASING BE I I►^ J fr o '1 r 0`1 a •` SET DRIP CASING . * 4 IN CONTINUOUS BEAD ,,'\ ,�► • Ws* 41, Al •► OF SEALANT �' > IBACKER ROD i — �–' AND SEALANT ti �.---� ir— r_i �� BACKER ROD & ie.^ �- ALUMINUM CAULKING ' STOREFRONT SYSTEM WITH .2 1" INSULATING -i IP- • 1 LLOWMETAL 0,,..„...,„,,„,,,,...,,......„440040644-1.-------"*. ...„. iORtar 1 -------- SCHEDULE f. 11 ah, . e iiRc#5, ., .,...„ . 6M .1 450 f la TERMINATE ALL BUILDING DANIEI A. S Z PAPER IN CONTINUOUS �-- TURD , BEAD OF SEALANT, TYP. t -. Al 4St refront Head Metal Door Head 140F c 6"=1'-°., d-08400-Head-1 J'7 d-08100-Head-1 Owner: 0 ER METASTUCCOL /^� 5/8" S��u rga rd - - \, LATH OVER ", f GYPSUM _ ,\ / 2x6 STUD GRADE D //�� WALLBOARD Storage i age FRAMING, SEE 3UILDING PAPER w • , 4 , STRUCTURAL �� /N I DRAWINGS TERMINATE +IrwM • ',..•ti" . •� A.' BLDG PAPER • I � r. , 4,�• A STUCCO /� IN BEAD OFw +•wry w y' 4;: OVER METAL ) / GYPSUM URETHANE 7\ LATH OVER (1 7-5/8" WALLBOARD SEALANT LAYER GRADE "D" ^ /f !I 1 fi69 Redw(xid fit kid BUILDING PAPER /�•\ } SHIM /2.\ t Castro Valley,California 94546 ALUMINUM -��I :�` "" CASING BEAD — — --- Prolect: 7/1 " _� CAULKING SET DRIP CASING i -\ l V f,\ Off ice ,_ .„w„_ IN CONTINUOUS BEAD OF SEALANT . ,/\ �.+ __ ,_ , '' ,-:IC> „ 1" e# o ,* I�r�E�T AL � LATH `� I pN 1” 4 ,All 4 MADE "D` BUILDING PAPER BACKER ROD ^ IDu i Id iIig AND SEALANT 04011111N OW & / i 11-414,4111 WOO ALUMINUM STOREFRONT l SYSTEM WITH HOLLOW METAL i ,w *�� 1” INSULATING SCHEDULE DOOR - EE 1:',i0O SW Pacific Flwy / , GLASS I King ( It' . Oregon - 111a AISX111 ►Ar STOREFRONT ,;ii y SleiTEML SEE L- l ` 1 ProNT SCHEDULE Sheet Title TERMINATE ALL BUILDING PAPER IN CONTINUOUS Details BEAD OF SEALANT, TYP. y, . ' p4 • I"P.M APO • Storefront Jamb _ (& \ Metal Door Jamb z 5• 6 5' d-08100-Jamb-1 It, # ,, n 446611116614. 466 =1 00-Jamb-1 NOTE: HOLLOW ME f At ./4 ....,...00110111.04111••••••11. CONT SEALANT 1, SEAL ALL FASTNERS FIXED TEMPERED 1" (D0 No I- BLOCK WEEP HOLES) WITH BEAD QF SEALANT INSULATING TEMF FRED � GLASS ' ALUMINUM EN TRANCE , :t ,,,• 1 Liii z DOOR ,! Revisions: - - isr S - ALUM. STOREFRONT FRAME .065 ALUMINUM SILL— � 1 --_ .,, FLASHING SET IN WEA HERS TRIPPING y URETHANEUSEBEAD LANT — WEATHERSTRIPPING # i -- ALU 1NUM OFFSET ik, ALUMINUM THRESHOLD SET THRESHOLD IN 1HR SHOLD SET THRESHOLD !N CONTINUOUS BEAD PEM 0 158 OR EQUAL CONTINUOUS BEAD OF SEALANT 4 1/2" STOREFRONT SILL FINISH PAVINGL OF SEALANT W/ ALUM SILL FLASH'G SET _ I/ / ON BED OF SEALANT x 4 '" Y r•v \, * t‘ lois °' . F %ff 1 2 ��1 • MlllklEM 11FSION 1.C.. 2006. ALL RIONYS RFSfRVED u 4u - _ ---- D d G �. G iNESE oRAMIIEWS ARE tNE 1ERrr of V, D {> HO O tX USED OP P PF'/f0011CC0 I Nr • Q' MANNER, fI(CfPT WITH TNF PRt(P IM11f1EN Q Q Q PF RMISSION OF MII f7RF N D(SIGf1 pf OUi'. P.C. �� CONC. SLAB - SEE STRUCT. �..___ Date: 2 December 2005 �� Drawn b Checked b • p a a c y': y: G DAV/MRW DAV 's;, -- CONCRETE SLAB ON GRADE, SEE STRUCTURAL I,RAWINGS Job Number: 104298 ® Metal Door ThresholdSheet ci ti f 19 Gi at Storefront Entrance Door Threshold — d-08100-Threshold-1 - 41.011611 - - 9 6 a' -°" Permit Set - December 2005 A5.2 ud �� : .. � , d-08400-Threshold- 1 .'.'74"4"..0001011 . ., . NygtMI,J'wlNll• jEr� -. r r h ' '__.__ — L.ir 1i� ;tli Rini 1 �;;1 11'' T � 2 5 X ,. ,., , _ T,. it IIID - ,a,9 4, , , Iom9.Ic,• ' 2 3 4 5 8 I e 0 IQ i 1 12 13 14 '8 17 18 19 20 2'1 22 3 24 28 28 2-* 2e 29 3C 1'11,'114;11'' C . ., . . .., . . _ 2 1 I c I , I 1 - OB � q N'�NI •• sof , ix` I1 •II OI • > ,1 t I I 1t , ,f I 't'' I 4' •,i, '''SII' Ibl�' - C.I. 6. ,. ,vMt::.v*•r"!MI.M'"q'. - e....0\6.x:6•''a':�1' ,; �:++ ". .i r.. • , N4'. r ` W T 4 bi. l 'e 4 R{{y 1;'i1a V,'4 wA yy w • s ' NI :“.'14.,e r iR1 >t� V• t 1 4� I ,•1t • • 8' t 6'-3i- ,�. r_ 1 i it.,.......... I i MILDREN DESIGN GROUP, P.C. \Rif MTV 1URI.. • tiPA('f. I'1 ANNIN1; 7630 S.W lioelifnd, Suitt' 120 Tigard. Oregon 97223 h692 1 (503) 244 0552 41 as 11 L -- o , ,,� J'sr •— --LIGHT FIXTURE — • a +olsJx I + _ 24"x 36" ,; ,lw, It � MIRROR W/ w o. • '.�E .a*A& MTL FRAME aH W a * a --- •C •—PAPER TOWEL a a► w*I•ti"i' , j3 HAND •SOAP i+f DISPENSER ••---y-- W.R. GWB, v14.. +. � s N DISPENSOR PT-1 M�o. .4:.A „., (M T. BELOWIt es • M ,., ...ow ii, my.art WAINSCOT) } `o FRP-1 *.t. . f ® fit_ a '— WAINSCOT W/ S, ' • ••*A 114 —� -1 3a� ir m --�If p 1) FINISH EDGE ' • , :fur/a,a a „_,y o — ir — V ►- N 'J / TRIM .. • I 4 w Mcg tEU ll 11 z .� _ INSUL H.W. & o . s+ '1 -.t OSt�--- 2 YY DRAIN PIPE 1 ",...,,. I f N o Z ;1 Z o PER ADA �J 4TYP NYL dASlja �V_D 1444. 4► a imimmimmumi •. •41►K NASI N N N z ( C'� 'rf % • OP S 8 z O TOILET ONLY) ,► • •oaIt OP4t. r) moo 2i a 1111111111111M111110 111111110111111111111 . • . . R .t 4A EI -- i'-6" rlcAao, oaxcoN 94, OF 40 * O nrr: Shurgard �4.. ,� Storage a •.4 rK 111•• t ir •+ _ (14 ,0.*oil arq 21669 Redwood Road a � ' tite. a Castro Valley.California 94546 • '"' < CAST IRON DOWNSPOUT o op •.�,oui,Nu ,,••T * u) PROTECTION PIPE, TERMINATE u) PROTECTION PIPE 5'-0" FROM '� �* *' • p.: up p z 90 DEGREE SHORT TURN BUILDING FACE Project:ELBOW HUBLESS CAST IRON N.* *.t. 41**** WITH STAINLESS STEEL 45' WYE CLEANOUT �T Of f ♦ � < BAND, TYPICAL 1�I ew Ice , u. j lo 45 DEGREE SHORT TURN WITH PLUG c M 11 ELBOW BuiIdino I/ ! t • 4 SOLID GROUT AT BASE • .., w -, ,i, Arilir r t10—* .`• -.. FOOTING A VIM" 110• I 0' rt►. . I 15700 SW Pacific N,A ; , 4 40 u . �: e -` y King City,Oregon Airr , alli • • 1 1 ;r . ,a AMIE SHOWN I I Sheet Title: ON PLANS � J • IV Interior : C�Q�wnspou or�nec Ian E levat ions wog& dt and Details ,: Revisions: ;M 4 N. a 4 u ^t4 .`gip .t. RIGHTS IIENRYED —_ - �`§ WREN DESIGN , PC., 2006, PAT THESE DRA 1G% ARE 1112 PROPERTY Of WORMOESION OROUP, P C., AND ARE T', NOT TO IEE USED OR REPRODUCED U ANY 'f, MANNER, EXCEPT IM1H PRIOR OR WRITTEN 41 1 �'? PERMISSION OT NILIMIEN OESION CROUP, PC . ; 1G s' �. )1 , Date 2 December 2005 . : . �- . Drawn by: Checked by: DAV/MRW DAV Job Number: 104298 Sheet (I t F )(I Permit Set - December 2005 A5.3 W.�.,4�+1Yi,iwM ,.y,. .•,:.:. - - r _. -•.�gl•AMtlM�/ ►O1. CM IUllnii+iThililliiiiiiartirul+iiiiiririll 11111 Hill I Hi I 1 1 I I Ito a I 1 il I I leo III uI a 1111114 1 1 ' 11;111Il1 1 i II a 1111' Ill n11l, 11111nu 111 11111111111 11 1Jml)i11111111 til '11 1Iiaii 141T7i 11i11iI ipii�` 10��i1e• I I 3 4 8 � • 1O t I 12 13 14 le I7 Ie 1fl 20 2�1 ! 113 (4 t�17 29 29 ta• pi4 t . .,, , '4° : : ZI I I OI , NONt IDS2 5 X l•r M�M.41ialAM� � i.I e 1 1 I. i I OZ ,• 'i .7;' ,. t t, y n. ,p ?b I'' rp or. ar . fI F n 1. r r` , :yk Ir11 4 • I'alae , 1 I e44672:,� I!-,. NIS, c '�jty d irp II. .' 'a , •I „ t � 4 ,yq i • , I 7i , Ciieh FQeI 8Ta_uG NOTE6 ,f. Lloo."11.°"--- CQQE FEQ1!!4Er1F4Tii:. I ATpm »1 CONFORM TO THE sTATE OF OREGON 2004 STRUCTURAL SPECIALTY CODE BASED SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST MILDREN DESIGN GRUMP, P.C. ON THE 2003 INTERNATIONAL BUILDING CODE EDITION. SAWN LUMBER SHALE CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES ALL LUMBER ARCNITECTt'RE • t'AL} r'I ANNINc. ;' E� yCRITERIA NOT SPECIFICALLY NOTED IS TO BE DF. '2 OR BETTER. ALL WOOD IN PERMANENT DESIGN WA8 BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 20037650 WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED 7650 S.W. Reveland.Suite1?() NTERNATI LNADAL BILDINGREDUCOPER THE LOADS WERE USED FOR DESIGN. BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL Tigard,Ord,Oregon 9722 3 8692BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) (50 1)244 0552 AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL 4 ROOF LIVE LOAD: 25 PEF BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER ALL FASTENERS OR ACCESSORIES EXPOSED TO WEATHER SHALL BE Z-MAX OR GALVANIZED ALL FRAMING NAILS SHALL ROOF DEAD LOAD: 15 PSF (5 F' )F TOP CHORD AND 10 PSF F3O17011 CHORD) BE COMMON NAILS NO DO, NAILS ALLOWED. ALLOWABLE SOIL BEARING PRESSURE: 500 PSF PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF 'U.S PRODUCT STANDARD PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD' OR APA PRP-I08 SEISMIC: GROUP '' DESIGN CATEGORY D R.b '5 TE 0..455. TY'PE 0) PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED ,VINO' 100 MPH (3 SECOND GUS' - EXPOSURE B SHEATHING, EXPOSURE I, OF THE THICKNESS AND SPAN RATING 134400s ON THE DRAWINGS PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS i4EMANUFACTURER ENDS AND EDGER, UNLESS Ext TIO CONpIT0 ii OTHEIRWIE RECOMMEDED d TPANEL HE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR T. 11. R1PPEY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL CONSULTING ENGINEERS W✓-�RIC EITHER BE BLOCKED, TONGUE-AND- GROOVE, OR NAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2x FRAMING AT ALL 7650 8w Fievetertd Street 51w 100 THECONTRACTORBE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW CONFORM TOSIBC TABLE 23044..9E�IFIGALLY IDENTIFIED ON THE DRAWINGS SHALL Allard Oregon 97223 AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE Mom(503)443-3E00 SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL ALL BEARING WALLS AND SHEAR WALLS SHALL HAVE STUDS SPACED AT 1'-4” 0/C Fax:(503)443-3700 CONFIGURATION ONLY MAXIMUII UNLESS OTHEREPSE NOTED. NON-BEARING WALLS SHALL SAVE STUDS SPACED AT II-4" 0/C MAXIMUM UNLESS OTHERWISE NOTED SUBM I TIS_ SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO PREMANUFACTURED WOOD TRUSSES ARE DESIGNED BY OTHERS, AND SHALL HA IE FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS. INCLUDING SPACING AND BEARING POINTS A8 INDICATED ON 'HE DRAWINGS. PROVIDE THE FOLLOWING: BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. TRUSSES AND BRIDGING SHALL BE CAPABLE OF RESISTING A 1 PSF NET WIND UPLIFT IN CONCRETE Mix DESIGNS, CONCRETE AND MASONRY STEEL REINFORCING, AND ADDITION TO THE LOADS SPECIFIED IN THE PLANS. THE TRUSS MANUFACTURER PREFABRICATED TRUSSES SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF TRUSSES IN WRITING TO THE ARCHITECT/ENGINEER •;#.% IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRuCTURAL • DRAWINGS, THEY SHALL BE CLEARLY IDENT FIED. ANY CHANGES TO THE GLUED LAMINATED MEMBERS SHALL BE FAERICATED IN CONFORMANCE WITH1N84 STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCIITECT/ENGINEER AND ARE U.S. PRODUCT STAND..kG PS 56, 'STRUCTUR ... GLUED LAMINATED TIMBER' , 16.720 SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER. AND AMERICAN INSTITUTF '7F TIMBER CONSTRUCTION, AITC 111. EACH - ,i MEMBER SNALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE �Kwk% -9,-.1., DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END �� FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP PREFABRICATED WOOD TRUSSES WINDOW WALL, ANL) ALL OTHER GLAZING SYSTEMS OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. SEAMS 9' �taO.uom.�� SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF < TU THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER THE STRENGTH INDICATED BELOW: PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 2003 IBC. COMBINATION F.XP: 6/30/06 pEPTN SYMBOL ,SPECIES U EARTF-4WOR5a -- PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES, ALL 24F - v4 DF/DF ;SIMPLE SPAN) Owner: THOROUGHLY BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST ALL 24F - V8 DF/DF (CONT.OR CANTILEVER) UPLIFT DURING CONSTRUCTION. TAKE ALL NECESSARY PNECAUTIONS TO PREVENT J DISTURBANCE OF AND TO PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE IS TO MECI�+ANIpAL:- Sh u rua rd BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL WATER TO PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, MACHINERY, AND � FROM THE EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT .7t rU r d (' STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE. ENSURE THAT CONFORMING TO SWEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL THE WATERING OPERATIONS WILL NOT ADVERSELY E4-ECT FOUNDATIONS. MAINTAIN ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE THE WORK IN A PROPER WORKMANLIKE MANNER. REM'7VE LOOSE OR DISTURBED SOIL STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR FROM THE BOTTOMS OF EXCAVATION. FOOTINGS SHALL BEAR ON UNDISTURBED TO FABRICATION, NATIVE SOIL OR STRUCTURAL FILL. WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, OVER EXCAVATE AND BACKFILL WITH INSPEGTIQN '/4 MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 92% OF THE DRY DENSITY AS SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1104 OF THE INTERNATIONAL MEASURED BY AA°HTO 1180. BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS, L 1669 Redwood Road SPECIAL INSPECTIONS ARE TO BE PERFORMED DTI AN INDEPENDENT TESTING CAST-IN_PLACE CONCRETE: LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF WORK: Castro Valley,California 94546 MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING A. SOILS COMPACTION. ALL SOIL SEARING SURFACES SHALL BE INSPECTED BY THE MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF -- THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG B. CONCRETE, INCLUDING CYLINDER TESTS, SL'J1"10 TESTING, AND REINFORCING. Proici. t: WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. C. EXPANSION ANCHOR PLACEMENT WHERE SPECIAL INSPECTION IS INDICATED New Office ON DRAWINGS. l ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER- REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE W!TH D. EPDXY ANCHOR PLACEMENT. THE MANUFACTURERS' RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE �;U I I�� .) DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE STRUCTURAL OB$Ell V S USED IN CONCRETE MIXES OR EXTERIOR HORIZONTAL SURFACES EXPOSED TO STRUCTURAL OBSERVATIONSBY THE ENGINEER OF RECORD OR AN APPOINTED WEATHER THE AMOUNT OF ENTRAINED AIR SHALL BE 5% - 1% BY VOLUME. FLY REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING ASH SHALL NOT EXCEED 15% OF CEMENT CONTENT BY WEIGHT. CONSTRUCTION. CONCRETE WORK 54-1ALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE AFTER THE ROOF SHEATHING AND ROOF STRAPPING HAS BEEN INSTALLED, PRIOR TO VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS COVERING WITH ANY MATERIALS. FOLLOWS: THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE 15700 SW Pacific Hwy' FOOTINGS: f'c•3,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3" PLUS OR MINUS I". COMPLETION POINT REQUIRING SITE OBSERVATION. STEM WALLS: f'C.3000 PSI AT 28 DAYS: MAXIMUM SLUMP 3 ' PLUS OR MINUS I• . King City,Oregon SLABS: f'c•3,000 PSI AT 28 (BAYS: MAXIMUM SLUMP 3 PLUS OR MINUS 1 SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWI ON THE Sheet I ilk: STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE G eneral Notes DIAMETERS ON CENTER. PROVIDE 5/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. ISELNFORCING STEEL: REINFORr:I.+G STEEL SHALL CONFORM TO ASTM 4615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM 4106. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315- LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). REINFORCING STEEL SHALL WAVE PPOTECT'ON AS FOLLOWS: DON321.T_1QN_ C1llig COVER: CONCRETE CAST AGAINST .4ND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: It, , , .1,•r r• NOb THROUGH NO.18 BARS 2" NOS BAR, 1131 OR 031 WIRE AND SMALLER 11y" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS, WALLS, AND JOISTS: NO.14 AND NO.18 BARS Ill" NO.11 BARS AND SMALLER 14., BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1!,,' GOPICRETE ACCESSORIE : NELSON HEADEW WELD STUDS SHALL BE AUTOMATICALLY WELDED W TH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. CONCRETE EXPANSION ANCHOR'S SHALL BE 'SIMPSON WEDGE-ALL ETUD ANCHORS' CR ENGINEER APPROVED EQUIVALENT. • CONCRETE 114:1MASONRY R7; MILoWN DESION ate, P.C.. 2004. Mi CONCRETE 1 I 8 RY UNITS: AS `1 C90, TYPE I, GRADE N, TYPE', 2_F pp FSI MONTS RUSERwo MINIMUM COMPRESSIVE STRENGTH, MEDIUM OR L1.,e-IT WEIGHT UNITS. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M . 1,500 PSI AS VERIFIED DIEN aIMwINCS Mr nit reoPtttr Cr e'. PRISM TESTS BEFORE AND DURING CONSTRUCTION. CONCRETE MASONRY WALLS MIUt)REN Of SIGN ("OUP, P.C., ANTI AK ` SHALL DE REIPFFORCED, AS SHOWN ON THE PLANS AND DETAILS, AND IF NOT SHOW', NOT To 6E USG) OP PrPROONQD IN ANY SHALL BE AS NOTED UNDER 'MASONRY REINFORCING STEEL'. MAN/IEP. WITT VAD4 THE PRIOR *NM PERMISSION Of MILUPEN oESION GROUP, P.C. INSPECTION. PERIODIC SPECIAL INSPECTION REQUIRED -- -- - �� F MORTAR AND GROUT: Date: 1 2-2-05 MORTAR MIX: ASTM C210, TYPE 9, IN ACCORDANCE WITH IBC TAI3LE 210522.12 MORTAR MATERIALS: PORTLAND CEMENT, ASTM G150, TYPE I Drawn by: Checked by: re 4 : MORTAR AGGREGATE: NATURAL COLOR, ASTM C144 STS TA 1 T t JrY60 •Ir"f {4'I',!. SAND: .46TM 0144 '�(�, �1 , ' GROUT AGGREGATE ASTM C144 — 7'; ', 1 1 E GROUT: F'C•2.000 P81 MINIMUM AT 28 DAY'S. ALL CELLS CONTAINING VERTICAL I ( , ,, ,` �. IT BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. Job Number: 104298 ', fl4 HYDRATED LIME• ASTM C201, TYPE 5 �_' 1 ' REINFORCING STEEL LAP SPLICES: 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. Sheet /C of t� of: Cr 5 . ALL 9TRJCTURAL AND MISCELLANEOUS STEEL' ASTM A992 (FJ.5p OC PSI.' UNLESS C ' ° '� a ' , r - ;,:' NOTED OTHERWISE. J ♦ ,1100, •' , z'E Permit Set - December 2, 2005 ,.eA*IANIItEII ►>« S '- a �♦'. .>. ' a� .A '� a °�� ,Ir .' ....�...w..-..r-......s... s -,..a. a,,,.n:�xfm.s♦.,lrr.,,�,....+n':a«.,♦.y,•.+'F....,,-r.,.^d , n 2 5 X .1� �, '?s Lh'sY"W'II ..., � ,-...,-.. �xr.,w.o. ""^"w"I�•'Nn.1 ... . ._...,,..,.-....._»...,.._..._._...-.,......---,.-,-.,.� ,„ ,, v-_,. ... ,..,,_�,,,�,. ,�'1 k a ' 1l.!0- ...'..+epee • ,., T tiI �1k " ' T IT Tr TTrgr t • +T T T ' 1 �.. I I, , �i '� ��„.,'�,��° �amp C r fi III1iliTt9:iiiiI �I1i4II I II I I i1 I t I III II It II I jt I 14 1 I II Dr. I till{t D DiliffiliDil 1111 IIIIMyir I1 �1 I MI�NN1 i 11 I II t II 1 ,,` r, - omm.Irm 7 IO 1 1 It 1:? 14 15 '? 18 I9 210 ^1 22 23 2• 25 28 27 28 29 30 , • �, h . . ,,.. . . . . • 1 a I!'rl 11 �i 1. 4 NON1 10* 7+}T . 1'1 '1 I , , •r I eitt 1 r P. 5 , • • , *. . . nc e 1 • y • M r , w • Y • . F . •e+lmMNYNrf` « F, ,..+ ,s..wr.�,.� ,. 4046 r - t• r . . ifriamo°I.m." --. MILDRi-N DESIGN GROUP, P.C. tut ►11'11( II u1 • ',PM I I'I 1\NI\t, POOTING SGNEDULE: (,-_) FOUNDATION PLAN KEYNOTES: 7650 S.W. Ile%eland,Stint. 120 D — I i�;ard,Oregon 9722 i 56')) lit,, • •.. W tN I DEPTH LONGITUDINAL TRAN.iVERSE REMARKb I. 4" CONCRETE SLAB ON GRADE wIT1-I 3 REINFORCING • I'-b" 0/C EACH WAY (5011 244 0552 '+.,• D. REINFORCING REINFORCING OVER 4" CRU8T-4ED/COMPACTED GRt.vEL BABE OvER COMPACTED • , -_'�'- STRUCTURAL FILL OR UNDISTURBED NATURAL SOIL (I) elf TOP 1114•4••• GEE DETAILS 4/64 AND 6/64• A "4;9'. ® I 2.-ar (1) 'b BOTTOM -- -, t. Wow w 4••••.* a,a*, • t _�—_ 2. CONSTRUCTION / CONTROL JOINTS ARE NOT TO ExCEED 12 -0 0/C )N EACH .�. .m 3'_m" (6) TOP -- SEE DETAILS 2/64 AND 3/64. DIRECTION, PER DETAIL 1/54 (6) '6 BOTTOM » 4. 3. 44. POST. (4) rbx2'-Im" (4) rbx2�Im" CENTER UNDER CMU PIER PER DETAIL b/84. 10111•- x imp , ! •• 4 -m,. TOP t BOTTOM TOP t BUTTON 4. bxb PORT. 1M I\ • T.M. RIPPEY CONSULTING ENGINEFR'; 7883 81r OswMnd Street Salto 100 Oregon 9 ,* Phone 503)443 MOO Far(500)443-3700 joyiNat. / - Ie,7I10 070747 ft:lei Tum.' 1 0 3 4 f 45 -5 ' 5 6 EXP: 6/30/06 -- - -------— -- � Ocaner: 8'.4 ' Shurgard Strorage I I I 6 �) •-48 0 TYP. 21669 Reck tunl Road 0 Castro VaIIt'N, California 94546 D -Na- - ////II/,///z//,l/I,'/I/rl,//I/I,/7,v,/// 16 1 b 48 f1‘41:6) _Prole((: r I 6IMP60N SIMPSON --;t• 5 'PND2' 'PND2' I N f'V1'� O f f I( (t '� 1 < :) et 4av I +� � liuiI(1ing TYP. (4) I O I 0 G _,_ _ . „,)„„„„ I 6 I 15700 SW Pacific 11�% (Ikb 46 / 8IMPSON 7---,-----1 SIMPSON 5!"IPSON IolV PSON SIMPSON king( it v,Oregon 'PND2' I '101402' I Pi-iD2 'P+-41D2' 'PNDb' I I 0 ~11111 Iitle: S4, TYP. • 3 KING I I BTUUs _ Foundation 1 � I ® � I N. � I Plan TYP. 0 -I- _ QTYP. _ --K., TYP. I kg ----- --- - ---- ------ ---- ---- _. * I . 2 3) 51 N 0 I (Ibb Ib SIMPSON I � � I • 101406' I , SIMPSON -- - ---- t S tK N 0 . 'PND2' • Revirions: L _ � • ,Y� w/ SIMPBQN' I2i-O' ' SIMPSON CBSObb' ! + 3 KING t \ 'i SIMPSON .,[ 'PI-02' POST BASE STUDS + 3 KING STUDt@ti;; . or 'PND2' (1-----6) � © © � �r- — J —. —. 0 TYP. e ) ,,.1 - SIMPSON 0 (4 % 0/ ' D2' I b SIMPSON SIMPSON N — a- ;1101-402'1101-402' 1-11-10014' 'Ni-112014' • • II •• 9 SIMPSON .. SIMPSON m2' 2 'PND2 MIIgREN OFlION P.C.. 400 • AU rT_�� r------I RIGFIIS RF5F.RVED CJ I I C] I I S'MPSON THESE DRAWING'S ARE THE PROPERTY Or P 4D2' MIWREN DESIGN r OUP, P C.• AND APE I ( I NOT TO BE USED OR REPRODUCED IN ANY !"� © 1� J \,C� 1.. _' '_1 PCISSItEMIX EPIWDTRHE RDFSR N'ttP C. Date: 12 2 05 -:4) 1 Drawn by: ( het�t c) by: 84/ STS TA Job Number: I0429$ FOUNDATION PLANSheet i 1 t 1. I(1 oh SCALE= t*" • II-e" S2 Permit Set - December 2, 2005 1MUp*NIIMM1t sat, S - '.:sir; -. ii, +MMl�.xn'.'y,h�y�yl,Mt11M1�/'��N'+�rtw-a',Yv�r+.,.,,,r,;.,,<.wwM,e.,+si��v4�,�r�� .-.w.4 .. ', ...... .. »_... . ,.,..,r ... ., ,..,, -.... • .. ,'.w«.k'.t+'+k".fM�1 AO OMIllis •• iv nip Cm IIII1III! ;111!1111 .:4:!IIII111111 ►III+1111 •liii�lll IIN�Iu! ��f ( firi1111,4111171171117111111117111r► �'Ititul1{111 tl III II u) I 11 1 It11 Inll►ul Intl►1+1�111i11►►1�t1111111111nI1V ILIIIl�ll�llunI u► n I I 'r1 1111,111 al I I I I I a 10 I I 12 13 14 Ie 17 Ie 19 1111 22 23 24 29 2e 27 2e 29 302 5 X x lOmn.I cm ,,,,. il F' I LI 11 QI t 4 I� NNI702 #,,,, _" 1 til. !iJ• ' ' ' I 1.11 illit144111thilldi U WiiI 1�!.1111I,IJ.tl 1,t.1111.111j ti liti 1 iiiiilallil►.IikatiLLthb illb fi t)l1,l1iilililith.l ialtllll,l�l�ii Bial i'1�lltilll Li i l d tJ!'ti 1 I'1,' q"' i'41•�" k 4 +0.014011.011t " 'a t 'Fn0.f :t • r ' ., h . , - ''it-4 x..,? .0 R',Ido n:"± �— ., .r �' „ . - , h , I ft ,k1,,, ( 1 . 1 /4/1Lepooyaosom ROOF FRAMING PLAN KEYNOTES: �� I. 19/32 PLYWOOD ROOF SHEATHING 32/16 APA SPAN RATED WITH STRONG AXIS MILDRFN DI:SIGN GROl1P, P.C. PERPENDICULAR TO SUPPORT&. STAGGER JOINTS A6 SHOWN. NAIL WITH $0 COMMONS a 6 ' 0/C AT PANEL EDGE. AND id COMMONS • I'-D" 0/C AT FIELD •'R( IIITEt 11411 • sl'A( r I'1 A`tira NAILING, UNLESS OTHERWISE NOTED. 7650 S.W. Be•%e•Iand,Suitt' I 0 2. PREMANUFACTURED ROOF TRUS6E6 12'-D" 0/C MAXIMIJI. DESIGN FOR A MINIMUM Tigard,Ortpon 972) i 8642 UPLIFT OF 8 P . PROvIDE STAm ED CALCULATIONS AND TRUSS PLAN TO THE ENGINEER OF RECORD FOR RE✓IEW. (5011244 (1552 3 PROvIDE SIMPSON 'W2.0' OR ENGINEER APPROVED EQUAL TRUSS CLIPS AT ALL TRUSS BEARING LOCATIONS. 4 DOUBLE DRAG TR166 TO ISE DESIGNED FOR 4.I k HORIZONTAL FORCE APPLIED AT BOTTOM CHORD. 5. ALL BEARING WALL& &HALL ISE 2x6 &TUDB • I'-4" 0/C WITH 15/32" PLYWOOD WALL SHEATHING, bEE ',HEARWALL KEY ON SWEET 62 FOR NAILING SPECIFICATIONS. C. 61M10S0N 'CM6T14'x)C'-0" ',TRAP WITH (41D) Ied TOTAL NAILS AT DIAPHRAGM OVER 4x BLOCKING. 'T.M. RIPPEY 1. AREA OF OVERPRAMING. CONSULTING ENGINEERS 71850 8a QRwlmd Met 8.11,03 lard.Oregon 97223 Malt(505)418.3000 Fats(505)443-3700 Alt p64Ars ;:‘,1 r."--Tutd.,7*.. e..7ao -"Y TUA��' EXP: 6/30/06 ()%‘nor: 0 0 © 4 0 6 S h u rga rd Strorage I i S I I I I rn'• TIT. I I 0 I I 11669 Ream ood Road CD)- ---------------------- ( astret Valley, California 44546 — - - -- - - - __ - - - - - I'rclje a t: 1 e - , - - I p – – New Officeg TYP- , p 1 SIM I I Buildin rn. Q co IseP ' - - - © TYP. r I o _ 1 '. 6x8 HEADER �, ,� E+xe HEADERi ill we_ 1 1 I y 1 I1 I., I t 1 _ - , I I I 11 ! , �-� 15700 SW Pat if it I I.% rn• 0 ! I 0TYPKing( itN.Ore•bem I I I I I I O -- _ . _ I `he r•t title: 440111100,,A.44%% At.• • •atAAt 6 ` I I I: I I I � , I Roof Framing �..rl► IAS -... ► 1 I I 1 �1. �i I Plan 11' �'�.111w,•. -+t>•calt ♦••AG►4 TO �I I .-x I I � t 1 <,,2);YP. aro A • >� A• •OWN STUD Io �,r , + + a•... ., . ..etil L., at/+.4.ar• I ► I TYP. I I I I- I� , 1 I 1 1/ RIDGE LINE w111rp•r. «,x•'+61 writs," 'f-i'- I I 1n1 1 I 4L — tow eaM «7ld a1E•A _S �� I�,} * i1 *►r'�604 GM&T14' STRAP MSIDE OF I 1IIr �w •; ,f I l''t; '016101 STUD aiALL LENGTH • C'-0" 0 TYP. a © I SEE I/63 FOR TOWER TO k ° ' 1Sd ►eWL& TOTAL ( I I ( I I I 1 I DIAPHRAGP1 STRAP PLAN 9 TYP. I I I I I 1 1 I I I I I It r t i i,a 1.• rt., j , I _ t. to •R"�A11 '6UR/L46', -- --r- --_sr , ��ti GL 5'Axl t MD. ALL LEVELS I �L� .I• ......4, b I T ti I 0 1 I I I ( 1 I (y A 1 I I 1 N y„ t I I I x •�� \ • 1 . ,,, • , !' II ,,, , I I I 11 � ' I I ( c*7 I c ,Q1 I � '". IFrsk x,i "+ I GL 5�•xl2 — I B — �. tim, � �' �. ,,. '�,• ` fray, gl P'.10N 'SUR'L26' �P -- \// �' "'„ r AT SKEWED LOCATIONS, S, a l �+ , v . r p 4` ,110 „.`..r_•-�e, ALL. LEVELS r i it '^, b I 8 `MPSON s �`°"' INP "WT"_ _ --- - I-- � N, el. ,.• ----- 8 SON 'LUS28-2' --. k t } " " 'a •S TYP. ALL LEVELS r4!1 — — Q xe HD too MIl17R[N DfsIOM ►.C, e SIM. `a — – - – . RI0Mn IKt1ERVED ",., t 6. '# o--: t. TIT pI r fls wM10t All[ TME P110r T a +_ '— P bxe EAS D ! --r-1 �_ NOT t0 �t USED or Rkinonta moo EPRODUCED PRIOR M Mer wand", INCEPT NITM M MIOR IMIITTEM -_-- - cYRltt l OI IIMOIIEM OEIMOM OIIOU►, C. A t, Date: 12-2 OS 01.. . d , Mr Ir} I�.C§ 1 t 1., .S .. . Chet F � , ' � � >. ,, I)ram n by c•c kc•cl by: 1' 8 j a T • I ycr1l '� 1 >w '1%4', r, zri e$1�� 14yM'. e;• tit ICAL _. ti , ti � k tt�ii' � k&� t rM µ ,4y' ' ' ' i 1.7�•, , " '''''''1'4...t.,,,,'*'til j'!r, , 'c �� lob Number. 104298 r`4.9 'i. JH M 1 A', . � + y bS� N M ,!. �Y tF • 1� ,:,::''.s10,7117.-"' • XF. �� ,ry�'i7�� " Mr �1�-,,-,.,;,,,,It �.lr � (.. ,... � , '1 „, ,,,,t•.. i• V' .ID 1l 'I N' • 1,��,`,,��• .� ;:�' .', ` . ; • 1 '� � .�ti�e:��;'• � 1��`�C PLAN ROOFFRAMING �'L AN Sheer vi_ 'y of: ',CALF b ',:i• F �'' n ;°4. at.p,M+T ,I'k'y Z"'..'' �Ca ,r� I•PO' ..' � t .. • I''O” t • 1 -0 Ff 1iM 1 1 ." 1 i�y+• - 0 , S3 w� ' �• '' , „`�°:�`n,S''' .# '1. Permit Set [december 2, 2005 , �lY r� ,.! TMR K1INUMrf�!N! • r , .A . .. 4�f. `rV ' • ........_.._-..w. . ^. w.l..+,.".-,--. .. ,.... r ., .,.,wYFTa,p. .�•' �y��I' STOUP Clil I M1 ` I ,,.a�, ,•^ •' � � ' � .�y�,-�. I'll I { 1 Ili'. III II, I11� I, 'll I I ll Iti1 I � t Ilt 111 SSSS 1 �„ � I �y.�, Ill. IIII 111 ( I 1 it 1111IIII1 III i I I II I 11 I I II VIII 1111111111111.1. 111111ii1 III!I n !1u1,1!1 IIIIII'i' 1111`II a ' >� 4 6 6 + 6 t o I I It 13 14 t$7 Ile 19 2 71 L! 113 4 25 �e 2'7 2 e 210 30 2 5 Xt ,i Ip oats, A, v' .....,........,.. :... ,. I • 1 �r� 7 r 1C 1 MON 11 1 0d t,� ( 1 1 1 r; - • r , • • 1 • . „ .. ,.:. a ..., .., � ,� .,...... - � Y"� � ', 1 � . .. V:, . n S _. Y' .. '�I..fsL-. ,: ,:.L, _ .. _•..:._..:...c.Sur.r.-r._.._.:...,c-sJLc.,:.0 , ..-.-. us_...m .-.. .y,.. . BCP2005-00631 15700 SAT P?CJFIC HAY 3 CF 4 r, /I y"41:,, . ,., '•s F',a s, 4 ?x6 STUDS • I'-4" O/G W/ I SIMPSON HOEDOWN, PER ELAN MILDREN DESIGN GROUP, P.C. im <,,, OW •>•• •' "• 1 �R r•L."WD SHEATHING PER PLAN / W/ SDS I/4"x3" SCREWS, PROVIDE AK N11Fc'IIIKF. • sync I 11 ANN!\t, �,* � � � � { •i .4 4 � �'^'.�'! � (2) 2xb STUDS MIN. SIMPSON A.B. 7650 S.W. I3evcland,Suite 120 • s ar 1�. 4011.41 M 2x4 STUDS • 1 -4 O/C W/ 4 EMBED PER SCHEDULE • . lows w' .46:-..A.. PO'WD SHEATHING, PER PLAN I igard,Oregon 9722 8692 P.T. 2x6 SILL PLATE 2 6 STUDS • -4 O/C Wi SIMPSON HOLDOWN, PER Pl-:.N (SU 11244 0552 2x4 PT. SILL PLATE WI � • F'L_YWG SHEATHING, PER PLAN W/ SDS 1/4".c3" 9GREWS. PROvIpE. 15 ` 011 w. 115 �t1 • x1' EMBED ANCHOR -; - GONG. SLAB, (2) 2x6 STUDS MIN SIMPSON A 400111 �y•C 114.6.19 BOLTS • 4'-m' O,GI 4 EMBED PER SCHEDULE lot• PER PLAN �_ _ PT 2x6 SILL PLATE WI % '•x1" 4. • �__ IIE:N F�•� EMBED ANCHOR • BOLTS SPACED •4 DOWELS • I'-6" O,•C ,t IMkF 4f•►1 ItM��'�M • "; PtR SCHEDULE. PROVIDE IE WASHERS le...e..,,,�..� ♦ Ir. """ ""r v 1 3/16x2xm'-2" AT ALL A8 LOCATIONS \ ! • • 6' MIN. g RED D I 4 04/ ;; I I - GONG. SLAB, 1M I\4. n° ', )14'') PER PLAN •I,I, ,, / ;; - T.M. RIPPEY ° ',1 ` • CONSULTING ENGINEERS a4 Z b' MIN.1 7 � �1tw 8wtbld 8t••l Me 100 lillislotio ► ,r f1 • b O,C �`t. vERT. WI 8" HOOK Phoneva Oregon 443 7223 390() ,ZIt• •' 8 •400K • AT EA. END ••- E" ENC2'-b' MIN. Fax (503)443-3700 o g I' '.," MIN. • I n 4 4 a * 4 ,► •• •- • '�I! 60 CONT - - • • • -- TOP BOTTOM — --- - - O► 1 BOTTOM _ -- - — 3' CER' - - (I) 5 CONT. 411‘111.7110' •• • * 3' CLR TOP 4 BOTTOM •‘ ., - PER PLAN- 40PER PLAN a 4ptN� gym '� t .Ito iota illie, �y.:�l �• 3 FOOTING SECTION 4 FOOTING SECTION _ 0.Q I 0 Q� -.., ., 54 sXC 03 SCALE: !" . 1'-m" ,4'�� 7" •,. ...,,�.. � 1 •p CJ4 SK( az SCALE: 1' i'-0" 1" BO v . 4.'if r01110 EXP. 6/30/06 • ()v%tier: .___.- 1e— __q Shurgard "' t2i IPStrorage . le ii L � � •_ EJ 21669 Redwood Road . . _ __ —J Castro Valley,California 94546 Project: , Ni2ewv Offlc'c� ! l, T ,• --- 8" BLOCK CMU PIER, PER - t , , PLAN W/ 5 vERT6. • 8" 0/C L)u l I d l n�, o 4 .3TIES • 8" O/C T----- 5 DOWELS AT EA. VERT. x m'-Im" v r LINE OF EXTERIOR GRADE , 1 � / 15700 SW Pacific Hwy • King City,Oregon Sheet Title: • 6 - CONC. FOOTING, PER PLAN Structural W/ (5) "5 EA. WAY Details • �_ t•; > — ---- - PEC A-AN —� '' 1:00iING SECTION 4, OW 4111 SCALE: I" • I'-m" Revisions: Mil L,I I N Of SIGN dtQIJP' P,C, 7004. All N ICH IS RF SF RvED THESE MARINO NW 118 PPOfI-RTY OF MILDEW DEMON 011OUP P.C.. AND API- NOT TO RE USED C44 C UCW IN AN MANNED, EXCEPT MTh TIC PPI')R MIR IT TEN PERMISSION Or NUM DESIGN GROUP, P.C. Date: 12-2-0S Drawn by: Checked by: STS TA Job Number: 104298 Sheet i ri of i rf of: S4 Permit Set - December 2, 2005 ritaref +,“tiell S 0 eitigiartif •tib CRI, ..II • -r E'u' ..,1, 104%,eln 1 2 3 4 6 + e Q 10 II 1 2 13 14 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 2 5 Xf � p mow 1 or : 1 ati" t: 1 .' '' : II I , ' I I1 Or 1 : ti , .1 db ' e'' t w aµ, ) ' X � 1 8 kl y y y •• 1`L �}. a,, yrsip ROOF SHEATHING, /- SQ • b" O/C PER PLAN INTO BLOCKING -4111.111111111111111)(0 `�` ;,._ _ -I. .�.r� _ MILDR N l�FSIGN GRou{', P.C. FASCIA, PER ARCH. -\j - - +++ ^Kc'Hrlr� Il kl tiI \ 1 rl ,�ti!.Iti�; L. 7650 S.W. Re‘eland,Suit!' 120 'Tigard,Or1'I;on 9722 3 8692 1x4 BLOCKING 150 it 244 0552 • 2'-0" 0/C r • *m4 -•-. 4G. PER PLAN GAE3LE END TRJSB W/ /- PLti WD SHEATHING i E4+4 • b 'c �r - 2xb STRUT W/ (4) Pf2EMANUF ROOF 100 AT EA. END TRUEi5E8 PER Pte.4N •r�N►,•, • ., , •4 �iM INTO BLOCKING K / - / __ RIPPEY : 0i f SIMPSON L E • 3'-0" O/C + ET.M. ENGINEERS r BOTTOM CHORD BRAG NG 7N0 8w Rowland Street,5j 100 1 PREMANUF ROf rRU58E5, PER TRUSS MANUF. Tiperd Oregon 97223 .O,� . / PER PLAN. BRACE BOTTOM 443 1 1 CHORD PER TRUSS MANUF l 2x4 BLOCKING • 2' 0' O/C PhOns O 3900 I EDGE NAMING, PER PLAN J Fax (503)443-3700 2x FULL HEIGHT BLOCKING, PROVIDE NOTCH Al S VENT LOCATIONS 2x6 STUDS • ! -4 0/C W/ ` )e)A �'` `� •' - �� PL'`"WD SHEAT4ING. PER PLAN - - / /4I>II.'1 Niter^`� ln,�zo RCCF SECTION 2 ROOF SECTION 9 ��Kx o,.. 7 el S5 CrC- 07 SCALE: 1" • I'-2 •... �c a SCALE: 1" !'-(a" '`TUF1 EXP: 6/30/06 Ov1 ner: ext. BLOCKING BEYOND � • S►*+rsoti 'HDC18 LOCAT'ONS .,h u r a a r d a.4 S OCKING W/ SIMPSON �t rorage 4' C."'8 T'4 STRAP :�• ,- ROOF SHEATHING, PER PLAN 4, � DOUBLE DRAG TRUSS DESIGN �� `�.` BOTTOM C4-40R0 FOR 6.51c DRAG .� FORCE, PER PLAN O - -- 2xb 5 JD WALL, SEE 2166'4 Redwood Road I F— 2x6 STUDS • 1'-4" O/CDETAIL 5/85Castro Valley,('alifornia 9454h It i r, ROOF S+�EATHING, PER PLAN SIMPSON 'GMSTI4' STRAP AT 4*6 BLOCKING 4x6 BLOCKING W/ SIMPSON PREMANUF. ROOF TRUSSES. 1 'CMSTI4' STRAP ON OPP PER PLAN - FLOOR SHEATHING, PER DETAIL 5/55 Prole(t: • ' SIDE, NOT SHOWN FOR / W/ lOd COMMONS STAGGERED a 2" 0/C CLARITY SIMPSON 'LTP4' a I'-0" 0/C 8d a 3' 0/C AT (2) INTO 4x10 4 4x BOTTOM PLATE AT (2) PLY SI-IEARWALL -\ PLY SHEARWALL - SIMPSON 'MST160' STRAP W/ /30) 10d New Office 2x4 BLOCKING COMMONS OVER PLYLUD SHEATHING AT j) l„ I �J . n�� ' T b ,j + `,�" -i+ _T�.�` _r� SHEARWALL 4 (30) 10dxli?" INTO 4,10 [) (] g jIE. :-......:.:.:.: _ i v \:,(i iR, r-- -``1 GL BEAM, PER 3 9'"'pSO►J *ow Wi �--- � =- - F'LAN, NOTCH /\ TOP OF BEAM / y • 'BREADED ROD • TOP PLATE 15700 SW Padik I h \ 4x10 FLOOR JOIST King('ity,Oregon SiMPSON 'H25' AT EA. \ t ROOF TRUSS :\ - 2x6 STUD WALL, SIMPSON 'LUS48' THIS END PER PLAN W/ SIMPSON 'SUR/L46' AT ---_._ 4x8 LEDGER W, R's"ox8" OPP END AT (2) 2xl© JOIST Sheet 'Title: LAG SCREWS a ''-4' 0/C SIMPSON 'NpQB' GL BEAM, PER PLAN W/ WOOD POST, - GL BEAM, PER PLAN Structural GL BEAM, PER PLAN SIMPSON 'HU5.125/12' SKL45 PER PLAN _.__-____�,__�_ ti - Details FRAMING SECTION 4 FRAMING SECTION :R -hl SCALE: 1" • 1 '•0" ® SKC 12 SCALE I' • 1'-0" ii.,'- BEAM, - PER PLAN I '•-- • IMAM, PER PLAN k \ I,1 i i 11-, -- r DBL 2xb TOP PLATE , . C 1 r 1_ * S _ _________ __il -- PLAN AT PIEL ____. c� , , tis IL 7,. • ^"'_^..... - - - --- ---� BEAM ►'ER PLAN -- :�. tft• 41 il )L \._ - 1-IEADER, SEAM, r I _;4111_41 ,4 w ‘411.oNrQuP. P.C.. ZOOA. ALL 7 \ � PER PLAN �.� PER PLAN L• W T►rESE pRA�NNp� MERESERVED Q et ppOprprr (if MON , AND API 3r BLOCKING T AT HEADER, PER PLAN SIMPSON 'LPC4' _-_ _ -_^ Ho o IE 1 OAR R PROM IN ANY STRAP, TYP. --- - - BEAM, PER PLAN POST GAP AT l2) SIMPSON 'TS18' STRAPS __._ _� MANNER, a�irilnnrNs1 PRIOR OMEN EA. END (I) EA. SIDE AT EA. END CMU PIER, PER \- SIMPSON '3T6224' STRAP DETAIL 6/54 SIMPSON 'LTAI' ANCHOR, AT EA. END OF HEADERI TYP CONNECTION I)ate:� 12 2 05 1IMBER POST, - -- TIMBER POS?, "Job STUDS • I'-4" 0/C - PER PLAN PER PLAN -- —- - - - Drawn hy: ( herked h ': --- STUD PACK, PER /1 - STS •i A SCHEDULE - --�—_� TYP. CQNN��TION 4 '_ GQNNE�TIQN Joh Number: 104298 d :t` �'� �, of: y ,' , A ►RAM8 FRAMING SECTION Sheet i INC SECTION FRAMING SECTION if f j _11d„ N E DER & y' • f•�" 55 sow oe SCALE I" • 1'-0" SKC 09 SCALE: I • I -0 ' SE' RI(r-,0 SCALE- I" • 1'-0" SS Permit Set - December 2, 2005 1MRX4MAMA 1106 S • . -__,.._...,,.,.�...,____.•,.... -- ' a•A0.y , 1 . 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SIZE PER MANUFACTURER'S 'Tigard, Oregon 97223 K692 �_ _� RECOMMENDATION (503)� �) lqq 0;>,52 -•'-' t_—_._-__- _ t� I 1 �JfC ! ,, 04 ROUTE CONDENSATE DRAIN TO JANITOR SINK I 1 T(1-, , „,,i,... 1 END PIPE 6" ABOVE SINK. 6 50 C - 1 I 9tO it [ :- ----i O WALL LOUVER COORDINATE LOCATION WITH 1 ARCHITECTURAL all O 4E�TRt"I !Gb1 ...---.. .7„.,------(5U-1) • r 01 - r , ,v - ____ , . . 0 I © , r ---- 24x2, CRG 1 . - . --.-X X 1 ( F-1 ) IN ATTIC <C _ J -; I 11 1 12"0C 14_—__4‘. 1 18x12 ; 14x12 -16Hhi //1/ �\ s......._?....y k L-1 5 1I xl'iRE S 17 S' , r---1 r ...i 7-- ---( ()WWI:B"0-4 CD--2 --X\ \ r 1 200 _ l ni t gat d I, I � � �t01"age I 1 I \ _ f � II I -- ---- _--_ _, . _ 21669 RcciWlx►c1 Road — — .. '_ -_ --- _- o I Castro Valley,California 94546 -� ---------T 8"0-4 CD-1 I ` I I I 225 TYP. 4 �� ' Protect. I I — New Off ice / I __ _ _ _. __ i _ __ _ - --W. I I I �, Building • I 41 I _ 1 -- 1 FLOOR PLAN 1/4" = 1'-0" 15700 SW Pacific Hwy ; , King City, Oregon 1p MECHANICAL SYMBOL LIST Sheet Title. FLOOR E'IAN 0.0 , . •_.., DUCTWORK ID----1) Zi 9 ROUND DUCT RISER EF EXHAUST FAN 410 _ . EEF EFFICIENT Lg) 0 SUPPL AIR ?--- D 1 P 1) i CONCENTRIC TRANSITION, d OW. RECTANGULAR OR FA FACE AREA 1 4.0 4 b 060 ROUND FLA FULL LOAD AMPS 0 RETURN OR EXHAUST AIR 1 40 1-- 2 I __4 ACCOUST1CALLY LINED FT FEET E] (3 OUTSIDE AIR DUCT (SIZES SHOWN ARE NET INSIDE) HP HEAT PUMP HP HORSEPOWER CDROOM THERMOSTATI -4000 Sum AC-1 PIPING FITTINGS IN INCHESRevisions: r "" '0 CAC-1 ) EQUIPMENT IDENTIFICATION J 3 PIPE DROP KW KILOWATT L12x12 CD-1 DIFFUSER OR GRILLE IDENTIFICATION LBS. POUNDS I„ ioo1 PIPING SYSTEMS MBH THOUSAND BTU'S PER HOUR • F 4* . am DAMPERS RS REFRIGERANT SUCTION MD MOTORIZED DAMPER MIN MINIMUM ��‘°\1 } VOLUME DAMPER 4C,-. . \\- �' RL REFRIGERANT LIQUID . i N/A NOT APPLICABLE ��w\�\1 ' I MOTORIZED DAMPEP. ABBREVIATIONS NTS NOT TO SCALE � OMD � MD[� � rC\�� ' ' 4 OA OUTSIDE AIR r� DUCTWORK FITTINGS AFT ABOVE FINISHED FLOOR _AOUp, P r,, 9005. All /11m'v^ 4 SEER SEASONAL ENERGY EFFICIENCY RATING - _ I - -' MITERED ELBOW WITH MD BACKDRAFT DAMPER RIGHTS RE SERVErrQ TURNING VANES SF SQUARE ' EET N1lDRE N OE SIGN f M OF CD CEILING DIFFUSER fltst DESIGN RO ,P �� wont N OE s ION ,Rol�, P.C., AND ARE SP STATIC PF r SURE WOT TO RE USED OR REPRODUCED IN ANY ` ` 40000- " .''` . ' -� r j RADIUSED EI BOW CD CONDENSATE DRAIN YPE MS VON or timorof m or SION GROUP, P C. ANNER [Kew rim THE PRIOR EMMEN et MO *WM "., 1 / L UD UNDERCUT DOOR --- -. / ` _ - CnnU�c1 - - DB DECIBEL BRIAN um DWIN Date: 02 Ik'cenit>cr 2(N);� 44.00 • ND S j RECTANGULAR MAIN DB DRY BULB V VOL T Prc'I"� Drawn by: Chrckccl b> - - - - WITH ROUND BRANCH2005-0,8( :� �,� �� ►0(� VD VOLUME DAMPER (HAND OPERATOR) - nl)ti li('I� v ik �w DIA DIAMETER a+us ?DCA W WATT 00INTERFACE « n SOA ("----t> l CONCENTRIC SQUARE TO ROUND EER [MERCY EFFICIENCY RATING ; N G I N E E R I N c' ,lob Nurnber: I0429h • —_. — atmr HAWnioPR:AVP. 9F,RUfiF II sro,SAI,P.M.OR viol Sheet 1�� ) 1 �� PiIONP.tifl1 iTN SiM FAX M)i 3'4 M31 / - - M2. 1 100% PERMIT SET - DECEMBER 2005 1 ? for MAfootir sow..44,, 1,14. w,.. ,, ,,,0.�i4'K,*to M•,.,: ..,4«.,.,�,,.y ., .,. �° '��{',.tli l9fA'4,41.1, .. .,'+r+y-tAitRt,.':.v+ �w........�.ww+w w •"...,.... _ ._ -__.___-- .._._.._. f,-+.r........, F*6111111►ff, icm � � ? i :rte.. �� ' �,,,i1�,� iii i,� ,, i, '� il, 111 1 ! ! i I1!! ! 1 ,it it , !Ii ! 1,1 II I 0 ,! ! '1!111111111 I 111ortrimitirr „,,p r�' lI �� 6 16 ; 6 9 I0 11 12 113 14 le 17 1I 10 0 21 22 23 24 2°S 26 2 ' 28 120 30 �� O Inm.,cm 2 5 Xi • MONI • los . a 1 1 1 01 g ! . 4iOz � i i 1 7 f r 4 R P2035-00631 15700 Ba PACIFIC 1-14Y 4 CF 4 s-- �..__� - ---_ ..- _ - —� I r • l NOTES THIS SHEET --� • i /�� MILDREN DESIGN GROUP,P.C. 1 LIGHTING CIRCUIT IN THIS ROOM. A'A arts' I(1KE • SPACE' I'I•NNNINI; , � i;1 J 4 l 0 CONNECT TO SWITCHED LEG OF 7650 S.W. Beveland,Suite 12(1 O ROUTE THROUGH PHOTOCELL 'I'mud, Oregon 97223 8692 (503) 244 0552 3 ROUTE CONDUITS ABOVE CEILING FROM TT8 BACKBOARD TO SECURITY PANEL. VERIFY NUMBER AND DIA. OF CONDUITS WITH LOW VOLTAGE CONTRACTOR. la.+r« % t • _. ONE GANG JBOX FOR POWER TO w . ,I�,oriel e MS+ - _ 1 T "�-;-'-`- /r CEILING MOUNTED TV. ONE GANG tY"wnyrr es 4. ( JBOX FOR DATA. 01 ii• -° SI ,a ,I• I IJ sty F' d- illEI • a, r r/I +� ,i. r - n �T I h-01411f - (‘'Sk.c_ 113_ROfr-ri:{� OM w .• I GINEf �jr17'L95PE� 1 E R 'F' .� 'e/1-7- ,F, j F aRE / 1 ::. L 6El 06 r—s-- A-6 " `� ,F. Owner �' ,I V t : . t F' \liumaiiill F, ,0, • .' •I Shurgard A-8 11 I w I �,,, ,,. . a• , r — NI. ,S Q, Storage 'F' 11 40 !f } F' F I D FOR TOWER LIGHT.,. ,C. L� SEE C/A4.1 FOR • I I u I EXACT LOCATION. 21669 Redwood Road A-25. Castro Valley,California 94546 . k I 'x' +az' 12 Protect. , It', lic' \ A-.-12. . ,14 O 1 _"- Building 1 NCNAi l)1 1 ICC ,.r 1 c1' I i �___ Ti • ' i '� `' 15700 SW Pacific Nwy ■ ' I __ L dir King City,Oregon 1 2 FLOOR PLAN - LIGHTS Sheet Title COPPER FEEDER SCHEDUL_ FLOOR PLANS 02003) 3 #3/0 CU THWN, 1 #4 CU CND.. IN 3" C TORKMOUNT SERIESONROOF2100, CLEAR PHOTOCELLOF PANEL \_______________,------ A SERVICE RATED, ' 1144 • ' v 7Q� is OBSTACLES AND ARTIFICIAL. LIGHT. CDRrMOVf' EXISTING ?OOA PANEL AND CONT �. ,t�to0. Ii - •- AIM NORTH. TO POLE. • wir v sit a tvi [-------- m DIGITAL TIME CLOCK, r�� (#4) BARE COPPER '�- 24 HOUR, 7 DAY BARE SCHEDULING, TORK 120/2ti0VOLT SING, F #6 _ SERIES DG100 WITH PHASE UTILITY COPPER TO __�__ PGE P#C2110C TRANSFORMER PGE P5573 TELEPHONE EXISTING RESERVE POWER #226_5 �- TERMINAL _.. 200 AMP MAIN Revisions: - - _ BOARD LUG FLUSH - - LOAD CENTER 2003 0 tU - 0.. GROUND BUIl01NG 5 .•,,.,�. I —of__ COLD RODS"ATC 5TEE1. f,a •••.. �1111104lYi. w—(R I WATER 20'-0 C% . ".t�" 1 t l I I PIPE 0 �`�� `` r � r°I«VOL 111 • — ———— —— _ ��'pR v VJ •«►.� va t N _—�-- — 3" �o1 AY • O 1� m \--CONTACTOR C1 rll�all Y?INT NEMA 1 \ A-10 _ mow* Mr n.4 HINGED COVER \, CONTACTOR C2 l I FOR EXTERIOR "I�DREN oEsw►+ OROUP, P�. "� MOW* MOP AA0 I-ABEL TO READNIGHT LIGHTS \ (1) 2-1/2" C. InD►trs 11ESERVEDQ bp�tlrlp tAOI CABINET', A__29 I I�` (DUSK TO DAWN) THESE DRAIN= NE THE mown,1• P401 TO"S BUSED 011 Pt?►R Du fro N T 0 4t ,�- --�I 5 ENTRANCE CONDUCTORS_. i _ E,1 a°„RAN ., P. CONTACTORS: SQUARE D, I l 240Y/120 VOLTS, 1 PHASE, 3 WIRE EPO1L01A.DWG pct ' CLASS 8903 TYPE L I I F F21K Mt PHAM Date- 02 December )1111;) PHOTOCELL ON PHOTOCELL ON i�rt'1tx-1 Drawn by: Checked by: • TIME CLOCK OFF PHOTOCELL OFF __ J mos 1)3Ii1J ADS IN r' INTERFACE ØfNGING II Job Number: 104298 4 LIGHTING QQ14ThQLPIAGRAM __---Nr1 etre HA11tiRNL AIM,SR,MVP.II suLF. r,9AM,OE q"1�"'' Sheet I Zr F ( ti NO SCALE ELICDOBA.DWG r1,t/NF yn VS 5.'1.41 FAX 501,364.5414j 1 ------ E2. 1 MIT SET - DECEMBER 2005 2 1007 PER . , `** 1 •a•rA '4AMp Al f lil �ITijlill II (filll Ilii Lill II 9 30 Ir r cm' ril I. �I ii .. I -I.. l• n11 l7 t nits! flit p 1 l i t itimliuulliiiitalallil►nj►It►IIIIIIIII►i a ll Iilnitleuli blit ;'`iiii li , 11 _ • RIP 6 e 10 1 I 12 13 14 le 20 21 22 23 24 25 25 219 282 5 X ; a t11 to IOnrT■I cm Wy 543 I • 'r. a,, LI I I °I I I 1I ,.._. .r,e•... i•`MMM. r , NM �I • .:,. � . �^� ,.. • - , a x � -_ -.w�w.w^—�_ -- —.v.�-.. ._.. _ter-� _