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15700 SW PACIFIC HIGHWAY-5 , Legal Description' ` MILDREN DESIGN GROUP, P.C. LOT 16, "WILL.OWBROOK FARM" r., 1111TV I LIKE. a SPALT PLANNING IN THE S 1/2 OF SECTION 10 7650 S.W. Beit;land, Sulte 120 T.2S. RAW. WILLAMETTE. MERIDIAN ID h u a r City of Tigard, Washington County, Oregon Tigard, Oreglm �)722;i-rs6�)2 Deferred Submittals 1. INSPECTION: I 1 l 11 I It l,'�;• ALL CONCRETE, STEEL AND WEiDi , _'R CURRENT IBC 11.111N(; DVVJtili 2. DEFERRED DESIGN SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING OlYa +►w ROOF TRUSS AND DECKING DESIGN Inc . S eciai Inspection 0ioA;1�4� E: 1. SOIL COMPACTION. ALL SOIL BEARING SURFACES SHALL BE INSPECTED , l,.;EcoN * , BY THE SOULS ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. CONCRETE, INCLUDING CYLINDER TESI"S, SLUMP TEST AND REINFORCING l ' OF (� 3. EXPANSION ANCHOR PLACEMENT V�� 4. EPDXY ANCHOR P,_ACEMENT. _Structural Observation _ Shurgai-d 1. AFTER THE WOOD ROOF SHEATHING AND ROOF STRAPPING HAS BE LN Storage INSTALLED, PRIOR TO COVERING WITH ANY MATERIALS. 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO COMPLETION POINT REQUIRING SITE OBSERVATION. U r-• 21669 Redwaxi Road f."VGINEERING _ PROJECT LOCATION Castro Valley, California .94546 SpE161AL I"�;,PECTION RET' T,; I ► -"t l o a0an d+l�ii��1) _ ISwQr�ct I i n g Engineers State of Crect4il utrLlr I 4�9 - -- ----- .t�rttlSpeclaltr�C a --�I �, aMvh�i,T.noo.sl Concrete Arid R^Infort:ing Steel J _ SwtrlAdwoae5tt w . ' {'rot __ t: i is I f 1007 -- -- " 130%c Insti!Isd Ire Concrete A '� a 8pecistl ftecrent-Racisfiry Canerete Frame a swvwwnwl� o, Q �`� 2 '�-7/'� a �` Ns'"r A'p«'Rieg'0` 3w e�cr Be Rd �i """-' Dr ���► i3 c� i i c i i n� t� A ti 50 T 4 43-- 3 / 00 -� R6tIliCCC!!1C� Jt3r1)u. i"rQt.�(eliSiltg$t0(1I T O:IE�Onf �� 1 � i � � pl MM�'� --' 1� W L StrUctur0l Vlolding a Sw1io-°d1A�KARL KOROCH Ow K"ft '" U HIptT•, .ro tLrthoistnA I • wa;�e n ,' . 0 Structurrl r:,:ronry ! . r C) 0 Ro'ttforceI Gy gr'.P • ar, TURA[- H.AI_F'H TURNBAUGH psum Concrete ' 15700 SW Pacif is Hwy 0 Insulating Goncreste Fill ? .40" N f, King City,Oregon Vokm Ab wit 0 epraY Applied Fire-Resistive A9aterials - -Ji C, 0 Pilings, Drilled Pers and Caissons I �,....� � w 8 �;wp_._. _ � • , , Sheet '1 itle: SlTatcrl�te _ _ vt Vft Dr O Special Gradi-Ip, Excavation and Filling l- �; >swKom -- � Covet- PR� Smoka•Control Systems _ ( T7 �- `.-��.•-_� Sheet 1 I Other Incpectin-,- SpA bwkil I �.- rv... ,ky -? i4.r,1 , �� e ring - _� ----- epoxy 1„0. MA. 1 � �r V1 (` I>r .'R NUU, SUITE 8-210 �cn��� r a►Yh�► F��+�'-' S b 2DOS MppGued,00M,Ilse I I 2005 NiAVTEU 0 h F _ " . �► til')4 FAX: 563-364-5434 Vicinity Plan c� ' ` 57ApLER Not to Scaie --� W AI!. mak%,,llit vw": Sheet Index Revisions: AO.1 COVER SHEET M2.1 FLOOR PLAN C1.0 SURVEY P2.1 FLOOR PLAN DEFE��ItEt, Bite Data: _ _ „�,�ikt� C2.0 SITE PLAN fire Alms AREA: C3.0 GRADING AND EROSION CONTROL EO.1 SYMBOLS AND LUMINAIRE'. Mcchmkd SITE 211,022 SF (4.84 A) C3.1 DETAILS El,1 SITE PLAN Ttumh,ne C4.0 UTILITY PLAN E2.1 FLOOR PLANS Electrkd ` Tvu+r F.n�l4necr+r� .C` Thor DMw►nr hAPERVlOUS AREA L11 PLANTING PI AN 0010f�,�ln •. BUILCING AREA (FOOTPRINT): . 1327 SF ) PAVING AREA: 2018 SF L2.1 DETAIL S 6/ TOTAL IMPERVIOUS AREA: 3345 SF 55% COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* A2.1 FLOOR PLAN - A2.2 ROUE PLAN MILOREN DESIGN GROUP. P.C.. 2005, At RIGHTS RESERVED AREA: A2.3 REFLECTED CEILING PLAN (HESE DRAWINGS ARE THE PROPERTY Of N RE LANDSCAPING 15% COVERAGE REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* A3.1 ELEVATIONS MIDESIGN 4P.C., AND ARE NOTT TTO O RE USED ON i:PROIxICED iN ANY A4.1 BUILDING SECTIONS MANNER, EXCEPT WI IH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, . C. # SPACES PROVIDED: A5.1 DETAILS - PARKING A5.2 DETAILS Date: 2 December 2005 STANDARD: 9 A5.3 INTERIOR ELEVATIONS AND DETAILS Drawn by: Checked by: COMPACT: o HANDICAP: _� S1 GENERAL NOTES DAV/MRW DAV ,•. ;, TOTAL SPACES PROVIDED: 10 PARKING REQUIREMENT UNCHANGED FROM PREVIOUS PROJECT.* S2 FOUNDATION PI AN _- S3 ROOF FRAMING PLAN Job Number: 104298 S4 DETAILS Sheet *THIS PROJECT IS MINOR MODIFICATION TO EXISTING SITE. ALL ADJUSTMENTS MADE TO SITE COMPLY WITH S5 DETAILS LOCAL JURSIDICTION REQUIREMENTS AND WERE APPROVED BY CITY OF TIGARD ON 23 SEPTEMBER 2005. 11 .4x r a; Permit Set - December 2005 A0. 1 - ei. Mq'.lwiMmN.'a,gsu+t n s. "K, �r. a• r' , ,,,,a ,-.•r. .: r..., .v.: '.:.'.. ' '-, nf. yI. .was. .�,iT .. Jd I, I,III, ,, Till I ,,,•F, v, a-. .I I�II�III I ILII III IIID, nil Illi 1.0 n11 u: ul1 n1 I l 11 , n I�,II III �77.1 I10 I 11 I 12 13 � 4 ,i I�8 1�7 1e 19 20 21 22 23 24 25 28 2 29 30 r OR: `,,•,: �_..� \. �` :1ti' hMln+nor:�:. _.......... ,•., O mm.I cm y� N7N1 Yy108 h - I I I ,1loI . , ►.. , . . . , . .. ,. ,�. OF, t .,, ..,.� ,,.,a � 'i �1 11 WIN r„c .r . - . 4` 1r" „ � , .., • Keynotes ---- 1. STRUCTURAL COLUMN FOR LIGHTHOUSE SUPPORT BEAM ABOVE ROOM FINISH SCHEDULE - SEE STRUCTURAL, TYPICAL OF 2 - — - ---- — FLOOR WALLS CEILING 2. 3"0 CONDUIT AT 3'-6" AFF �• i iyp ROOM NAME MATT BASE NORTH EAST SOUTH WEST MAT'L HEIGHT 3. WATER HEATER ABOVE FLOOR SERVICE SINK - 4. SAFE UNDER COUNTER MILDKEN DESIGN GROW, I'.( - VINYL 4" Vinyl GWB WB SLATS+ GWt3 GING SAT 10'-0" „i RETAIL. SALES —_� — 5. BEAM/SOFFIT ABOVE - SEE REFLECTED CEILING PLAN AR( tilrEL'IUKI ';1'At'li III VvNINI. +10,� tR AGER'S OFFICE VINYL _4" Vin GWB GWB GWB GNB GWB 9'-6" 6. MANAGER COUNTER - SEE SHURGARD OFFICE STANDARDS FOR > > I 7fi50 S.N . Be�eiand, SuUc i:_f.103E AGE:R'S STORAGE VINYL 4" Vinyl GWB-X GWB GWB GNB GWB 9'-0" ADDITIONAL INFORMATION 'ftgard, Oregon �i722a-t�GllZRUUM SHEET VINYL I Integral GWB___ GWB RFP GWB RFP_ GWB RFP GWB 10 -6 _ 7. DOWNSPOUT RUN TU FACE OF CURB OR STORM SYSTEM IN SOLID — - �(1:�) 244-t):z�2 PIPE, TYPICAL 8. VENDING MACHINE, NIC MATERIALS FINISH SCHEDULE I,$A f E RIA 'FINISH KF_Y MAN0FAC TUI 'ER COLOR GRADE CATALOG FINISH COMMENTS —� VINYL V-1 ARMSTRONG , AZROCK, OR EQUAL "Odom '10 No VINYL V-2 ARMS -HONG , AZROCK, OR EQUAL SHEFT VINYL _ -- BY SHURGARD SEAGATE/ BEIGE 86051 WAX Restroom applications only. Sheet Vin to have no seams. - PAINT COLOR ty1 PT-1 SHERWIN-WILLIAMS "CHENILLE WHITE" SW 1004 SATIN Shurgard custom paint color. - � SANUSPIT' SW 1085 SATIN PAIN T COLOR #2 PT-2 SHERWIN-WILL JAMS SHURGARD TAN), �^ - SHERWIN-W1LLlAMS "SHURGARD RED" FORMULA SEMI-GLOSS Shurgard custom paint color. (Overhead metal door panel) PAINT COLOR �l3 PT-3 _--_ _ - -___ o — • PAINT COLOR �l4 PT-4 SHERWIN WILLIAMS "SHURGARD RED" FORMULA SATIN Shurgard custom paint color w/ "satin" finish. RFP RFP MARLITE P-106 BEIGE 450 ._ DANIEL A. ` WINDOW 13 1NDS -- LEVOLOR --- -- BRUSHED ALUM. 1" w/ Acrylic wand adjustment. (LighLihouse windows only!) '-`� Y I - - - ---- --- --- _____ --- ...-•� , ORE _ i VINYL. BASE ROPPE GRAY VINYL. Provide 4" Bose at Office. Provide 5" Base at Toilet Room. OF ra r Owner: Door/Window Notes _ General Notes __ S17 r and r 1. WINDOW GLAZING SHALL MATCH STORE-FRONT IN DETAIL & COLOR OF FRAMES. ALL GLAZING SHALL BE INSULATED TYPE. A. VERIFY AND CONFIRM ALL DIMFIJSIONS AND CONDITION`). v 2..,LOW-E CLEAR GLASS WITH ARGON GAS AND/OR THE SYSTFM :HALL HAVE A "U" VALUE LESS THAN OR EQUAL TO 0.4. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO S I AR I IF REQUIRED BY CODE NL Y OF WORK. Storage )I � e 3. QPIM. GLAZING IN LIGHTHOUSE MAY BE TINTED 50% "9RGFJZE". B. OCCUPANCY. VB 4. ALL PAINTED DOORS ARE TO BE SPRAYED PAINTED PRIOR -10 INSTALLATION OF HARDWARE. 5. STOREFRONT SYSTEM BASED ON KAWNEER 450 SYSTEM. SUBMIT MFG. PRODUCTS FOR APPROVAL BY OWNER BEFORE C BUILDING SHELL CONSTRUCTION: TYPE 1116 4 -.. FABRICATION. D. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF 6. ALL BUTTS SHALL HAVE BALL BEARINGS. NOT LESS THAN 2-A: IOB FOR EACH 3,000 SQ.FT. OF FLOOR L-OCKS FOR STORAGE CENTER AND MGR'S. OFFICE SHALL BE ANSI SERIES 4000. GRADE CYLINDER TYPE WITH SHEAR AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO TYPE SPINDLE TO RESIST VANDALISM, W/ LEVER HANDLES. r 21iiG9 I�t.'<1wcHxi N,FJari 8. DOOR CLOSURE ARMS SHALL PERMIT MAX. DEGREE OF OPENING PERMITTED BY WALL CONDITIONS. EXCEED DW75' t'asiro Valley, California 94546 9. SILENCERS TO BE FURNISHED AT ALL DOOR OPENINGS. E. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1 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. DOUtt IOTA - DEADBO!T TO BE KEYED FROM "EXTERIOR" SIDE ONLY. r "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS —__--- � _.... _. OCCUPIED" PI'I�KY't:� C G. POROCIOEAROACFM OF OUTSIDE AIR PER OCCUPANT AT New Office Ar A41 Building Room Symbol Lemic e_nd �-ROOM NAME ROOM AREA/LOAD FFI - ROOM NUMBER FACTOR �J101 15760 SW PacificII�,� XXX/100: 2--_.NUMBER OF B:2 E ITS OCCUPANTS kh.g City, Oregon �t NUMBER OF OCCUPANCY GROUP PER --- EXITS PROVIDED IBC TABLE 1004.1.2/NUMBER Sheet Title: Floor Plein I fly :`JIK,II� N,n.:,,."_,{1a,°yi Window Type _ Door 1 �,:.::r,,•, 1 14'-0" 2, ------ Revisions: — v— ---- EG1UAL 3'-0" EQUAL a -- PULL PLATE AT EXTERIOR o & PUSH BAR -- -- - —=--- - ---- o L 1� _ AT INTERIOR I I .SIDE .� 1- 1 [� I I I 5„X5w SHUR--COMUNIT. LOCATE _� L - - O STORE RON T OO CT, C� OPTIONS: — \ �- -. A. MINI-BLIND no PROVIDE LOW E ® LIGHTHOl1SE .I _ PROVIDE MAIL_ AND WEST FACING WINDOWS - - SLOT (HORIZ.) CA) ® -- - --- - IN SPANDREL d HINGE SIDE OF D�GIHTSNRESDESIGN VE GROUP._Pc„ 2005, ALL _` DARK. BRONZE ENTRY DOOR (TYP.) ' ..:. _,,...�:,_ — iHFSf DRAWINGS ARE INF PROPERTY OF oil, U111) IN ANY TiP. FA. SIDE MANNER. EXCEPT1401 yo FW USED WITH MOR E PRIOR WRIMN I I � SPANDREL 1,111 DREN DF SIGN GROUP, r'C, ANu ARf Symbol Legend +rfkr, — ----� 3'- 1 0„ f RMISSIQ?J OF MILDKEN DES-GN GROUP, F'�C � DOOR NUMBER -- -- -- - - � Date: 2 Dect:nher 1005 Drawn by: Checked by: t � ! DOOR TYPE --- DnV/MRW DAV ” ik .11`l1t 11 O WINDOW TYPE _ spa aa yw QQ INSULATED SAFETY GLASS `� o •- \ lob Number: 104298 axe goat Sheet c ® Permit Set - December 2005 A2. 1 t _ -i >,,,_.,' '^'•; ,:i;.:,. ,Y'-:: -1 ,.. .,`F� ''�'� e1 r.,:. _. ..- ... _ t` - a- 7 ..';°a'R: ,r+d'�rKMwNµ".ti"•.�Y,•-=.`. .>�!�nl•upi-'prr. sa.,�a. - .5,,. ,.:;:- rL , '_, ,. •;,;M'.r,... ',.'Ad-.-. :: .!': ,., ...,-..-", .. ., .. . � 1 I . � Cm ullllil uIl�uLl ullilulfIlu�ufl ful�!nlll f►jil i1illl�llll I,, flu, lul�.11f nll�fln Il,l�,llf�nfflnl, fnl�llff flif�: 11uLill f� I 8 !'j '� I�O I I f I2 II3 14 18 4 2 4 k s� tt "�C n tiraQ 1 :J1�, y 1. y 1 , ,� 17 ,A 19 20 21 22 23 24 25 28 27 28 29 :?J !'��` 41P�'a"� , v• '1�;s,'�,��. �'�,v + ,ak'r' 1pr;m.lr,m �ik U 1 1 HON1 Y11t off. '+ 01 k' 1 7 I (7 0� ' , d 1 I pp a �p ..' � T I �' � �Sr ;'S'T' >, I I II i �' � A►�►� ►�.hMMM1T�•�' '*. ��AMR+�MN�Y� 4r YMn• M1.M�b �..+.FI.I�., ,.+w. w.,...«•«.+.,.,.,.ww,w,:r•+ew.r ._.,. II I i f z i ria 91...:, *-r. :'" e. : .-, ,-. .:., -. rs��+rviry:• L3, ... ,.... , .1 MOM t EL 1 V r _ Keynotes 12" 1, STANDING SEAM METAL ROOFING WITH "SHURGARD RED' F;NISH OVER PLYWOOD SHEATHING / 2. RIDGE VENT CAP, TYPICAL PREFINISHED — 3. RAKE FL.`SHING AT GABLE ENDS, TYPICAL STANDING SEAM METAL '`-- W.R. GWB SOFFIT, PAINT 4. GUTTER -- SLOPE TO DOWNSPOUTS, TYPICAL MILDREN DESIGN CJItC)lal; P.C. "SHURGARD RED'6 �� "SUMMER WHITE" 0/ PWD 5. DOWNSPOUT LOCATION, TYPICAL Vtc H►'iI:L'IUKI. • SPAL'e � SHEATING SECURE TO UNDERSIDE OF 6. LIGHTHOUSE SKIRT - SLOPE AT 1: 12 AWAY ►ROM CUPOLA, TYPICAL 7650 S.1A'. &•,cland, Swtt 1_1! ROOF TRUSS -- 7. PIPE RAIL. AT CUPOLA T'Igard, Oregon .`)7?235 �ti`1' 24 GAUGE METAL-- 8. EDGE OF CUPOLA uUTTER, PAINT -- ----____-_ 15U3124a ;�.1::>2 t "SHURGARD RED" 7 9. BASE OF LIGHTHOUSE BELOW " 10. VALLEY FLASHING, TYPICAL TOP OF PLATE S' - 10'-6" VENT HOLES, TYPICAL----- -- WRAP 2x FASCIA W/ - w 24 GA. METAL FLASSHING, T PAINT "SHURGARD RED" f CONT, SOFFIT VENT, — PAINT "SHURGARD TAN" STUCCO - ; �— PAINT SHURGARD TAN TOP OF MASONRY - 9'-0" REINFORCED CONCRETE ---- ., MASONRY UNITS, SEE STRUCTURAL DRAWINGS ^� T4AGA F,/ .._ I ' u D. OR ON \ 2 2 Eave at Column _ OF � --- ,fir.=1'-0"— 6 2' d-07600-EaveDetail-2 �2 2 Owner: 5., Sllurgard I 1 PREFINISHED — 1 STANDING SEAM METAL i ROOFING, "SHURGARD RED" Storage PREFINISHED STANDING SEAM METAL - / ROOFING, "SHURGARD RED" - - 12 / METAL RAKE TRIM, — � 6" �� i PAINT "SHURGARD RED" 24 GAUGE METAL — / ,. • � 6 GUTTER, PAINT LZ — .. "SHURGARD RED" / 21669 Redwcxxi R(Qd 6 /I Castro /alley, California 94546 2x NAILER------------- _ 7 J // _ Project: 5" / I STUCCO - ` I PAINT "SHURGARD TAN' > New Of f ice C TOP OF PLATE - 10'-6' Building J9 A4.11 WRAP 2x FASCIA W/ — -� PRE 24 GA. METAL FLASHING, ROOFF TRUSS, SEE EO RU '� STRUCTURAL PAINT "SHURGARD RED" DRAWINGS CONT. SOFFIT VENT, \-VENT HOLES, TYPICAL • +- 1•� NOTE"' PAINT "SHURGARD TAN" :+ - 2x6 TOP PLATE ALL ROOFING FELT UNDERLAYMENT 15700 SW Pacific Hwy ;a SHALL BE TURNED DOWN VERT!.AL Klug City, OregonFACE OF FASCIA, EAVE, AND RAKE -- -- ---- --- _ 4"-6", WITH METAL FASCIA TRIM STUCCO PAINT "SHURGARD TAN' r COVERING FELT ALL SEALANT USFD ON ROOFING Sheet Title: - V FLASHING SHALL BE 1-PART r URETHANE, BY: SONNEBORN, l ( it ► i 6 c i ! 1 PECORA, OR EQ. 3 Eave Detail _ ---- -- _ - _. ReDet��- -- _ — II 2 1�r'=1'—c„ W 1y =, —o d- d--07600-EaveDetriil 1 Di600-RakeUetail-1 CORNER OF LIGHTHOUSE -- \ �\ ANGLE ® CORNER OF t!GHTHOUSE \ EDGE OF BLDG. 24 GA. METAL PAN 135' 'n PAPER /SADDLE "SHURGARD RED"----- <i EXTEND UP 5" SEE 1/A2.2 6' Revisions: GA. C.I. TWO—PIECE COUNTERFLASHING, \ cyTyyois�\ ABOVE FLASHING SPRING LOADED — FASTEN FLANGE AT 4 O.C. sr \ CANTED FLASHING 1O FASTENING STRIP v°w \ SLOPE \": V-0" y a h% (( I PAN AT 4" O.C. TO BACKER BOARD a) 100' " ,, SPLASH GUARD (FULLY SOLDERED) A — 1" MIN. BACKER BOARD — SECURE WITH 4 8" METAL RAKE � FASTENERS EQUALLY SPACED AT EACH STUD ,� "SHURGARD RED' ROOF - G ,n � X 4" PEF?LITE CANT STRIP --- MILDREN DEIGN cRouP. PT 2M. ALL # (FASTEN AT 12 O.C.) E AN F - RIGHTS Re�RVI s�o,� • w.r J + �/ THFSE DRAWINGS ,IRE THE PROPERTY OF MILDREN DESIGN GROUP, P.0 C. AND ARE ` NOT TO FIE USMOR RFPRUDUCOR IN ANY N" SOLDERED JOINTS -"--• �- j� MA 'ER, EXCEPT WITH THE PRIOR WRITTEN S(�A PFRL4:':SI0N OF MILDREN DESIGN GROUP. P.C. SOLDERED JOINT p .ROOD Date: 2 December 2005 EDGE OF ROOF o EAVE Drawn by: Checked by: -4 - 24 GA. KICK-OUT FLASHING DAV/MRW DAV TO MATCH COLOR OF ROOFING. w ~,- "SHURGARD RED" - •OPP HAND •OPP HAND Job Number: 104298 Sheet u W_(�Ioto?`600-Kickout--I ck- Out Flashing a+ Lighthouses hl h Fascia Ela hin Detai a iiouse Not to Scoleto Scale 2. Permit Set December 200 A2.2 d-0760G-•HighFoscio- a 41A. :..,+•13'':r.MW:.sr[:.,,.Swtii M�. k.W'lt�'aN'khV�L•:Y -.�+i..: Y)7Sd::wd!u'�`•FKi< 1arC.:,i.• - .'..5�.•r.+. 1111 II1111lI Illlllill Illi ll1t111!I Ilf! till Illliln II!I Ilii ;III 11 Illill�l,itIIIIII!!III''flil!!I I;11,1!If�;l Illi! Illiil!II !II��1111 iI1111111 IIlYI1111 itlilllllillllillllllli!�UIIIIIIIII111 ulllllll II!:itlli :1I111111II11�1111 III111UI IIII�IIII' cmc { ilj � III ( � il t 1 i i I � � � ,0rn0" cm 1 2 3 4 5 8 }/ 9 9 IQ 11 12 13 14 �� 1- 18 19 20 21 22 23 24 25 2e 27 28 29 30 HJNi yI OZ �:I I I Of 9 YO 'oz ... _...._.. C o .i4V�t ti.a' .Y y , • "�Z$•5' ,... ' - TWI _ a` s5N Y ..r MILDREN DESIGN GROUP, P.C. / %RCH17EL'11.10 . SPA('! PI ANNING 7650 S.W. Hc\eland. *mlc 1211 1 , - Tigard, Oregon !)i2213-�692 (503) 244-W').5 ' i + 24" FALSE METAL VENT — "SHURGARD ENT — SHU — " RGARD RED" 1 d 17 I I i 3/4" REVEALS (TYP) - ! I ARCHITECTURAL METAL ROOFING — "SHURGARD RED" --� i j 0 IRC*,Q6" S'� r� 4501 - -- OF 12 ♦ / � W-A Ais(rrP _-�_—_ -- _ -- , --- Owner: _---- -� ����� Shui ga rd ---- -.--- --- --, � Storage I --- -- 21669 Redwood Read Castro Valley, California 94546 3/4" REVEALS (TYP) — SPLIT FACE C.M.U.: "SHURGARD TAN" / Project: "SHURGARD MOCHA" �1 orth Elevation New Off ice U 1 2 4 Building I 15700 SW Pacific I Iwy King City. Oregon Sheet Title. E Ievations IY I I _ H ev isions: b Sim. I 6 40 12" -� �- 17 A5.2 SIM. , ., "t r>• ii4M;�j M111111M� -r--: --_—,.------- -"" —'— L — — ------ MILDREN DESIGN GRQ(!f'. P.C., 2005. ALI. RIGHTS RESERVED THESE DRAWINGS ARE THE. PROPERTY Or — MILDREN DESIGN GROUP, P.C., AND ARE --T NOT TO K USEORI CFD IN ANY A5.2 MANNER, EXCEPT WITHR THEOPRIOR OUTTEN :�' I �I SIM. � I —_ ---\ I PERMISSION Or MILDREN DESIGN GROUP. P.C. I Date: 2 December 2005wl�i�Ikw. r Drawn by: Checked hv: / UAV/MRW UAV 298 t . Joh Number: 104 � vr<� Sheet Y" REVEALS, TYPICAL l ' South Elevation y Permit Set December 2005 A3. 1 , hn r r ' .` '>�1.7t +ty{�ln'. _,.......•..,.w..w,...+.,..-.-._+__.__—_......—_...—.._----._.____._-_... ... _._._ ___..._........-....__.. _ ,,.......,....—... Il.. i..f,. !Y..,..aW..4a/tMYOfvStiP,".�'� ;, v� �dmrrl CM I 4 P IrJ 2 3 ..., ' �� I7 le, 19 20 2t 2' ii 6 2 g 2 23 24 25 26 21 ?_� 29 y0 f I0mm.1 cm J 1 4 I _ r� r3 � ra 1 M y Z HON, oOZ OI lot r Y t OZ I, %`61� • , v r.. n r. r, ,,.'F• I� •w 14. I� 1 r 1 1 i r2 MILDREN DESIGN GROUP, P.C. 3+ 1 A5.1 ANCtil'!ll'lUla. • `;PAI'F PI KININ, 7650 S.W. Beveland, Suite 120 0 I I I Tigard. ()regc)n 97223-K692 I (503) 244-055? I I I 1 * 1 I PRE-FABRICA TED & - FINSHED --CUPOLA 1\ _ 12" ., �/ W/ HAL-L., ROD & HANDRAIL � LANTERN SUPPORT BAR BY G.C. j -- — 2"X2" UNI-STRUT FASTENED TO CUPOLA SECURE LANTERN r THREADED ROD PROVIDED WITO BAR WTH FXORTU. OR I ----- - '� ' I ------ - SEE DETAIL 6/A5.1 N i -- =- i ------BUILDER TO INSTALL "LANTERN" LIGHT (CONTACT: KRIS SKOTHEIM � 1 O INDUSTRIAL ART 206-780-1611) *D _ 6'-6" -TOP OF COURSE 4505 TO ALIGN WITH . DAn!Ll A. A 1 ►—j V T OP OF MULLION ,et, f r T.O. FRAMING _ - — E� L 2828' 0" - r__ A5.1 OF 0%ner: Shur and m g ; r ry I Storage ------------ I J �- l_ �� - I y.. 21669 Retfw(x)d Road N 1 1 r ('antro Valley. California 94ZA6 Aldl*�' New off ice Building i EXTENSION rACCESS AIM -_.- — - METAL RIDGE 1 �� LALDER, SECURE METAL TO CAP / VENT HOOKS. . � 12 PRE—ENGINEERED I -- - I 15700 SW Pacific Hwy 4 ROOF TRUSS Ku1g City. Oregon24" o.C. / TAND. SEAM M — STL ROOF- �` r 300 Ib. CAPACITY - .- ----- JI BLDG PAPER o/ ♦ PULL-DOWN ATTIC Sheet Title: SHEATHING PER STROCTL / ' / --- __- --__ ACCESS ' DWGS. ! LADDER–STAIR. B U i ld i Ilg II \� ; ► FRAMING PER \� —R-30 BATT ♦ �/ 5/8- PL'YWD ON 2X6 INSULATION �.� __. 5/8 Sect 10115 � JOISTS ABOVE CEILING % (SEE STR.UCT.) I e 'rl f t \ b„1 1 T.O. PLA TF �I ♦ + EL. 10'-6„ SUSENDED 1 1 ♦� _._---_--- CEILING SYSTEM I / � �i Revisions: _ - ♦ _- _<�,----�-- ------- 4 A5.1 \ 1 t A2.3 cr) I d' STUCCO CONC. SLAB ON VAPOR FINISH (BEYOND) BARRIER, SAND BASE, ON "SHURCARD TAN" t GRADE, PER STRUCT'L 0, DINGS. 1 / SLOPED STUCCOTAN" - 1 SHURGARD ti I 1 10 MIUMN DESIGN GROUP, P.C.-2005�ALI RIOHTS RESERVED 1 1 : THESE DRAWINGS ARE THE PROPERTY OF Z _ --A I I 00 MILDREN DESIGN GROUP, PC.. AND ARF i� I i NOT TO RF USED OR REPRODUCED IN ANY A5.1 1 N MANNER, ERL'EPT WITH THE PRIOR WRIITEN PERMISSION OF MILDREN DESIGN GROUP. F.C. Date: 2 December 2005 EL.•GG• Y . • Drawn ( hec ei ... ' 11 '1 DAV/MRW UAV Job Number: 104298 ySheet "1 '44 \------- Quiid.in Section - C �, 1 CONC. FOOTING ------------ __--_ -- - PER S TRUC T'L DWGS. r; , Permit het - December 2005 A4. 1 ' C'Tl 11111 Ilillilll'IIII�III{IUli�l!il lfllll4l, ,11111111 III IID I1N ItU�Uil tl!I�+111 1�11I111111!11 Ilii lill�lill ;tI` ! ., . "� 1 �, l410 I I 1'2 I 14 Ie 17 119 119 2Q 21 22 23 24 25 2S 27 2Q 2 �G ,� I cm I 41 I -1 HON! 28102 Z I 11 !I 01 _ 1 I Iet�IMM,7o•+, r •i I ���.j I'I!t f�(t�� I'''I'I'' ( Or.•.-- i111116011111,idi '111d r ti � v, n.. 9 .1 oo Moo "q r _ •.w v._. .,- �-- _ • r a . .wlN.i ��. .,.( \ t. /1Y.w � • - ♦ r. _rte _• ... _.._. y Y - •. • - • • ♦- Ww •. • w r .. • ,.•,. ,r- - .. -.. ., 1 _ e"' 'y+h►' 1111•- ArM I STUCCO - PAINT "SHURGARD TAN" o/ Y2" PLYWOOD 4 SHEATHING MILDRFN D[SIGN GROUP, f'.(.,. PREFAB PIPE \Rl I Irl t i I I I KI. ° SPAN ISI ANNINii RAIL ASEMBLY "** PRE-FAB ___ ---- _ — - 7650 S.W. Bc\c:laml, Suite 120 llGH1HOUSE �"� - PREFAB MTL- ROOFING (PT l -1 PLATE TigaId, 0regrnl 97223-- 692 CUPOLA ASSEMBLY ail, "SHURGARD RED") o/ �12 1503! 244-01f)2 Mit Ft ASHING BY ROOFING PAPER o/ Xi" �. ' SHEA1 RING CUPUI A MFGR. — — — , •+ Yk '' - -TAPERED 2x --------- STUCCO - PAINT "SHURGARD 10 do WATER--------,, FRAMING O 16" 0.C. _ TAN" o/ BUILT UP FRAMING SHIEpp TYP. MIIJAANE 2x6 FRAMING O w I EDGE ' —ICE & WATER Pt rW() DECK--- SHIELD 1 0. FRAMINGr• 4 r - . EL� +28' -0" "� ! GWB CEILING 0/-/ -- II 4X6 BLK'G. FRAMING, PT-1 �� -- DRIP EDGE OF CUPOLA --7/I / b �-7/8" STUCCO - PAINT \� -- --SEALANT do I "SHURGARD TAN" GWP WAIL FINISH o/ BACKER ROD WORKING PONT ® I� FRAMING, PT-1 EDGE OF FRAMING I cf 12 Y2" PLYWD o/ 2x SKIRT (8) 46"0 THREADED i 10" FRAMING � —DARK BRONZE ALUM. RODS W/ NUT & WASHERS - -- t - STOREFRONT WINDOW y2. SYSTEM (TYPE "C") = SHIM AS REQ'D PRE-FAB I12" R. LIGHTHOUSE FRAME :0 4. W/ SHEATHING PER _ 45 C") STRUCT'L \ "+ I -Y4" EXPANSION JOINT W/ DANIIL A A Z ►--� wu a� - -- SEALANT & BACKER R06 TIGARD. O ON 4 Window Dead at Ughthouse OFfir .43s� Section thru Cu ola Skirt ____ 1�\Ad-07600-Cupola- 1 d-08500-Head- 1 •, STRUT BAR V tO CUPMA SHELL �l�Ul�gai° 4� Storage — ALUMINUM STOREFRONT - --- METAL ROOF I SYSTEM, SEE STOREFRONT _ 12" SHURGARD RED" CON F. BUTYL 2 " SCHEDULE T A;jSt ME Y W� SEALANT TAPE — — 1 x WOOD SILL TRIM ° ';C'IHf RULE 40 PIPE --_=--_--___— -CAULK ..0'1. 0r,10N ROD BOL TED TO I 4j" 6" -- SHIM 21669 FZc�Elwcxxl Road w ° %tE ' STRUT W/ (2) 112 d. --- ICE & WATER - Castro Valley, California 94546 9OL TS W/ WASHERS SHIELD i — -- BACKER ROD & SEALANT - 24 GA. MTL. -.--- FLASHING (PT ALUMINUM METAL FLASHING -- - "SHURGARD RED") ® SILL W/ SEALANT Nrnkl ! n --SEALANT 2x6 FRAMING, SEE ` `i(l\\ Office STRUCTURAL DRAWINGS --� B l l ll d I I l g - -.. 7A" STUCCO - PAINT — 2x4 ON EDGE "SHURGARD TAN") -- �6 " STUCCO w i AN TERN" 2" PLEXIGLASS � PAINT "SHURGARD IAN" RANDS RIVETED TO STEEL fRAII E PORCELAIN LIGHT 12" ��- — BLOCKING AS REQUIRED _ 157()b SW Pacific Hwy rt"Y 1wl l URE W/ 10' CORD FOR io King City, Oregon( .3•,BClx 10" � � -�___------- VAPOR BARRIER OVER -- --- _ _ SHEATHING, SEE LANTERN FABRICATED BY S I kUCTURAL DRAWINGS Sheet Title: INDUSTRIAL ART, CONTACT Details KRIS SKOTHEIM Ak: Detail at Eave_Plashin --- s` Window Sill at Lighthouse Lai --- --- ---- — _1 _ --_ - - -` _ 51 d--07600-Cupola-2 d-08500 -Sill-1 N 2 N - srucco NOTE: winloow ALUM. _ '}"'r FINISH (BEYONDWEEP HOLES STOREFRONT SHURGARD TAN" W/ SEALANT 6 _ N -- WINDOWW/ SILL !',, .. Itiioits:— - `' Y2" PLYWOOD SHEATHING—--,,,, M ,,,,p , (OR ALT PER STRUC F'L) W/ TRIM, PT-2 ALUM. MTL. FLASHING SILL W/ SEALANT a„ ] t, x 44” V-GROOVE T. / q� : • i REVEAL W/"V" RF-GLET, - - SLOPED STUCCO SILL - TYPICAL. Z—"SHURGARD TAN" „ GWB o/ - - s S1RUC1 I FRAMING Nil ; 41'. ., I R- 11 MIN - --- _ tO STUCCO FINISH - "SHURGARD 1a'F BATT INSUL ' TAN"OVER 2X FRAMING _ CONC. SLAB PER `* 2.«-� VAPOR BARRIER o/ SHEATHING " STRUCT'L o/ V.B. N� co o/ STRUCT'L FRAMING o/ 2" MIN SAND -- I SET SILL PLATE IN DBL. __ I o/ 2" MIN N BEAD OF SEALANT (TYP.) Y2" PLYWOOD SHEATHING WASHED GRAVEL -- GALV. 24 GA. (OR ALT PER STRUCT'L) FLASHING - / MIIDREN DESIGN GROUP P.C.. 2005. ALL f ` v..., .,.... . YC T.O. SLAB RI�1TS RESERVED © ---_---. EL. 0'-0 2 THESE DRAWINGS ARE THE PROPERTt' OI t° CONT. RIGID IN TION BD, MILDRFN DFSLON c;RouP. P.0, AND ARE /--� NOT TO RE USED OR RFPROOUCLD IN ANY ° f /!; °•ve°on°°gin`'°° J OR, AS PER LOCAL ENERGY MANNER, EXCEPT NADH TND. PRIOR rO CODE. PERMISSION of MILDRFN DESIGN GROUP. 1P. P P c l` 0000000V, ee h 1Y2" x 3/4" V-GROOVE ;eoovoogeego8og:o / BACKFILL W/ NATIVE: SOIL Date: 2 December 2(X);) r REVEAL W/ "V" ! SLOPE_ ® 2% MIN REGI_ET, TYPICAL •• °°°°°°° a ll�.', FOOTING (r°•vo;0000 a Drawn hy: Checked by: I _ ° °e. I-=_I FOOTING DRAIN PER STRUCTURAL— I — e ° ° ° _ SLOPE 196 MIN. -- ° o °°°° °°- DAV/MRW DAV CORNER OF IiI I °° ° ° ° °°° I- •Gee°po°e°i°°OepPe°OopOe°°Op0 oe°e�q°: ° AS PER SOILS REPOR t -- — -- LIGHTHOUSE, I=IIYP-ra° `°i 1°�^ D YP (8) "`�- 11— I I— -- I --III-I�;— I—I I Job Number_—_ 104298 r Sheet °l _12 Lighthouse Sade _-----. r N ark Plaque Reveal Detail __ __ — --_ --- 14aque A li ti .� �� ca on M"• *�*w., A5.1 d-09110-Reveal- 1 d-LH-base Permit Set December 2001 A5. m0.i I ?_ 3 4 6 ? 8 9 1O 11 12 13 14 67 Ig 19 20 21 22 23 24 25 26 27 2e 29 30 Cm NONI • IUM J I 4 1on ,.. SII I 1 41 i *. IL4 I I 4 I 1 I .. ' ' 01 ffi­­ ►�I��la1� ,►�,� I.lall�� .�.��1>.I�t�•1��.��..l.I.l, 1��.1,� Ii ,. " h• 1 ., •,... 3 •1 x J2x6 STUD �" STUCCO -,�-_-_v FRAMING, SEE OVER METAL I - GYPSUM STRUCTURALLATH OVER WAI LBOAgU DRAWINGS GRADE D MII.DREN DESIGN GROUP, P.C. BUILDING PAPER AR(NITECI•URLi • SPA(1 N A'NNWG -5/8„ TERMINATE 7650 S.W. Beielit id, Sulu I`ll ,�b" STUCCO -- GYPSUM WALLBOARD BLDG PAPER OVE.R METAL IN BEAD OF Tigard, Oregon 97223-S(02 A I H OVER (1) URETHANE t A Y1_R GRADE "0" SEALANT (50;31 244-0,V-)2 BUILDING PAPER SHIM ALUMINUM - - ' - G.I. DRIP SCREED- 1 DRIP CASING = STEAD • SET DRIP CASING - ; i IN CONTINUOUS BEAD OF SEALANT 1 _ { BACKER ROD— AND OD AND SEALANT I ' BACKER ROD &-� ALUMINUM CAULKING STOREFRONT �— " INS WITH I � ' INSULATING GLASS HOLLOW METAL '1 A#1 DOOR - SEE I - - SCHEDULE ; �J D a5o Tp DANIEL A. S I TERMINATE ALL BUILDING i/ APR IN CONTINUOUS ICAR0 OKI,, BEAD OF SEALANT, TYP. � Head �F 3_ Storefront Head _ 4 Metal Door W'WW .,._...._.. ._�...._ - Head 1 ,p►5. d_.08100 - d-08400-Heed-1 - - - - Owner: -- Shurgard STUCCu 5/8" ----- - �ti OATH OVERVER L ,—\� GYPSUM 2x6 STUD GRADED WALLBOARD Stoi age FRAMING, SEE BUILDING PAPER :Iw .*&* r'111m SEE STRUCTURAL �L_a:' "'`rM,IIIf. 47M►+� "'S DRAWINGS TERMINATE — BLDG PAPER '! R�1+wc W . x '. 1* Ad? - g�8" IN BEAD OF STUCCO GYPSUM URETHANE soon^; / � r,Y OVER METAL WALLBOARD SEALANT LATH OVER (1), LAYER GRADES '0' .. •� � 21fi6J Redwood Road BUILD'A'G PAPER SHIM Castro Valley,California 94�4fi ALUMINUM � CASING BEAD -_ Project: CAULKING---� New Off ice SET DRIP CASING-----� �� �'`�., ' IN CONTINUOUS BEAD - OF SEALANT -� - . '-� ^ .r�; • �.> ;��'� M+1'rTAL LATH ----� Building " M All 14 rOIA>( p BUILDING PAPER BACKER ROD- AND SEALANT ALUMINUM STOREFRONT HOLLOW METAL 1570'J SW Pacific Hwy wr SYSTEM WI-H DOOR - SEE y 04190A D GLASSULATING SCHEDULE f! City, Oregon Kin v ',1ORE FRONT _-; -- Sheet Title: ,rte • F SCHEOULE TERMINATE ALL BUILDING PAPER IN CONTINUOUS Details BI EAD OF-SEALANT, TYP. I • r7l Storefront Jamb __ �� a Metai Dorar Jaml.othouse �-�� -- "5 1 d =1'- 0-Jamb-1 d-08100-Jamb-1 HOLLOW METAL NOTE- CONT. SEALANT 1. SEAL ALL FA T1VERa --- FIXED TEMPERED 1" DOOR (00 NOT BLOCK WEEP HOLES) WITH BEAD F SEALANT INSULATING TEMPERED GLASS AL UMIr IUM ENTRANCE i DOOR ke\,rsions: s SIM Nor--.-".------- ALUM. STOREFRONT FRAME 065 ALUMINUM SILL-- - WEA HERSTRIPPING FLASHING SET N CONTINUOUS BAD --- WEATHERSTRIPPING URETHANE SEA ANT -- ALU 1NUM OFFSET -- ALUMINUM THRESHOLD SET THRESHOLD IN / THK SHOLD SET THRESHOLD IN CONTINUOUS BEAD PEM 0 158 OR EQUAI d 112" STOREFRONT SILL CONTINUOUS BEAD OF SEALANT / / FINISH PAVING v _ I OF SEALANT •► W/ ALUM SILL FLASH'G SET ON BED OF SEALANT -- - RIGHTS RESERVED DRf11 DESIGN CROUP. P.C.. 2005. ALL — 1 p p MIIDREN DESIGN GROUP. PC. AND ARE THESE DRAWINGS ARE THE PROPERTY Or NOT TO OR •� Q D MANNER.�EX�PT WITH 114EPP,0R WR i ITEM ,9 d CED IN ANY V PERMISSION OF MILDREN DES10i GROUP. P.C. 4s— CONC. SLAB - SEE STRUCT. - ---- - )ate: 2 lkcernber 2005 , c � •` � Drawn by: Checked by: DAVIMRW DAV CONCRETE SLAB ON GRADE, SEE lob Number: 104298 STRUCTURAL DRAWINGS 12 Metal Door Threshold - _- Sheet t;r '� !'+ d-08100 - Threshold "Aoretront �ntranc.� ,.�oQr Threshold- -_- ' *, ------ ---- (46' d,-08400-Threshold- 1 Permit Set - December 2Q05 A . ' ,.•:, ,r+..., -� _. ' '• I i I'I 1 I 1 1�I t: i I . , 'I. Y i: ;Id4WlldlhYG'�1WIMdrlYfl&]rAill...wuw Jrw..druY.tih3/l'Y17A1."7W:f!`�b'i!b+i'1"R'�bN_i 0 1 2 3 4 5 E 6 9 1 I 2 13 1a 1E 17 e 19 20 21 22 23 24 25 28 27 28 29 30 Omr•.al pm Y. - HDN1 C 10L' y, •`ti '. d t 1. ' ! . ►I �.��,l�.L ill l�l� �. 1.1 � 1 11�1,�ai it t I l> .��11, J !•� .�1�lr.�J,>�t�•>,�,1�1�1; , 11.11�! I _.... 1. `Ilell 1 r- N r - :1 MILDREN DESIGN GROUP, P.C. SPA('C PLANNIM; 7650 S.W. Be\cland, Suite 1_-0 Tigard, Oregon 97223-'',692 15031 244-05:)2 -LIGHT FIXTURE JW 24"x .36" rw N1ri I MIRROR W/ I .., .�- MTL FRAME '�► +SIM!'��q�..4 PAPER TOWEL - -- r!IM Aj)w" % HAND SOAP DISPENSER 1 - -- - W.R. GWB, DISPENSOR / PF -1 -- (M T. BELOW o - -- - WAN _QOjj - o FRP-1 WAINSCOT W/ Q FINISH EDGE I • ��'N"r aw _ -, - o TRIM z = INSUL H.W. & o ;►�,a:,w�rc.a► �� ;in �, JN►E© � 1 -6.. o ►- o- � � DRAIN PIPE 4" VINYL BASF 1 Nll+s t t� a.1 ice• i.._- o i� � o W 1 ? o PER ADA - (T YP. t,7� •� R II•�S1 N N N S O= a® TOILET ONLY) O 0 — q tJ TIGARD, ORF G('N OF owner: Shurgai-d Storage ,v.4 .. 21669 Reciw�,Kxi Read !YN r A z I Castro Valley, California 945411 a I CAST IRON DOWNSPOUT Q) I PROTECTION PIPE, TERMINATE ---- :': »+i aNNit>t •: #rht 0 90 DEGREE SHORT TURN I D.I. PIPE 5'-0" FROM Pry t: QBUILDING FACE ELBOW HUBLESS CAST IRON .w► +�Mr ;� WITH STAINLESS STEEL i 45' WYE CLEANOUT �V c �� ��'� Q BAND, TYPICAL -- WITH PLUG J jp LI 0j 45 DEGREE SHORT TURN I << f K:D a ELBOW - ' I I SOLID GROUT A7 BASE I FOOTING +w *a 15700 SW Pacific Hwy King pity, Oregon jjk a,. 1SHOWN - Sheet Title: ON PLANS E- --- - -- --- - - - - -- .._ - � h i i er for �\ E ic\ ('1 t i0 �i is ' 3 _ Downspout Connection 5.3 1 -- iid Details 15dl MILDREN DESIGN GROUP, P.C., 2005. ALL RIGHTSRESERVED (C") `HESE DRAWINGS ARE THE PROPERTY OE MILDREN DEriGN GR(MIP, P C., AND ARE NOT TO BE «D OR REPRODUCED IN ANY MANNER, EXCEOT VATH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date- - ' 2 December 2005 Drawn by: Checked by: DAV/MRW D,-�V Job Number: 10 42x)8 Sheet 1 c f I`1 Permit Set - December 2005 A5-.3 ,i - .. „- - ,.:...ai'.-.4...,a, .. 'fM1YJiGYWW1iY9Nyiw. stili tit ":"::",;�:FiRt�l�� _ .bd.�� '' �. :,.,ibEa,�vkMM>��'*N°.tlK,�: `w9;.^P'�`':7iP'—"'T"'"'•:-.. +hA ve:. ' ���*�� .. Cm IIIIIIIII Iilll,-111 IIII�IIII IL'i�lll! illl�ll", '�III111 Iilll 'lilllil III ;,II! Ilfl�l111III1►�Il,.. ;lll�rl� '11111n ,� :. r.� l' �iIIIII ::,,i!Ililij ' Illlnl� : ,,lllllillllli;lll,li� : III'' IIII�1 t 5 7� I 0 1 1 1 2 13 Id 18 17 16 19 20 21 22 2J 24 2.5 20 27 26 29 30 • i � � 1 l � ,� 1 ' O m I�x�Fh��:.•,. 1 m cm e I x i j HON1 0 L08 QI I 'I II ���1 .. 1 �II 4ti1.J�4'.�{1.E�.I���!�I��+�+1 �: •I�4�1.1���� ������"�'�I,LJa�� Or ,......R•.�.........»..•.-,r.•..,... WM r� r �x Y'���4. 1, ��iV ••3 TM� 1�Y•t Wti"• ,�' i sl iX y.v I r� `f l j r r u r , 1110 PP .'Y I LL F: y III 1, : .. ROOF FRXI I NG PLAN KEYNOTES: I. 19/32" PLYWOOD ROOF 6HEATHING 32/16 APA Sr'<.ti R,4TED WITH STRONG AXIS MILDRFN DESIGN GROUP, P.C. PERIFENDICULAR TO SUPPORTS. STAGGER JOINTS A:+ SHOWN. NAIL WITH 6d COMMONS * b" O/C AT PANEL EDGES AND &d COMMCNS • I'-0" O/C AT FIELD ARCF111TC1URF. • SI'Ac F PI.ANNINc, NAILING, UNLESS OTHERWISE NOTED. 7650 S.W. Keveland,Suite 120 2. PREMANUFACTURED ROOF TRUSSES i 2'-0" O/C MAXIMU1r rcSIGN FOR A MINIMUM Tigard,Oregon 97221-8692 UPLIFT OF 0 PSF. PROVIDE STAMPED CALCULATIONS ANd, TRUSS PLAN TO THE (SO 3)244-USS2 ENGINEER OF RECORD FOR REVIEW. 3. PROVIDE SIMPSON 4-o25' OR ENGINEER APPROVED EQUAL TRUSS CLIPS AT ALL TRUSS BEARING LOCATIONS. 4. DOUBLE DRAG TRUSS TO BE DESIGNED FOR 4.1 k HORIZONTAL FORGE APPLIED AT BOTTOM CHORD. 5. ALL. BEARING WALLS SHALL BE 2xb STUDS i 1•-4" O/C WITH 15/32'' FLT"WOOD • WALL SHEATHING, SEE SHEARWALL KEY ON SHEET 62 FOR NAILING SPECIFICATIONS b. SIMPSON 'CMST14'x10'-0" STRAP WITH (40) 106 TOTAL NAILS AT DIAPHRAGM OVER 4x BLOC 1I`4G4 T.M. RIPPEY 1. AREA OF OV'ERFRAMING. CONSULTING ENGINEERS 7 8w& I I WVK suft 100 Tgwck 4'w0on 97233 ph"(W 445--= Fu(000)40-'700 R ►e,720 � oRecaN TURNB� EXP: 6/30/ )6 Owner: � 2 (3 4 5 6 ShUrgard r Strorage I � bb I I I TMP' TYP. I I I ( b I I 21669 Redwood Road I Castro Valley,California 94546 Do ' Project: - -- _ New Officc TYP. - � l�uilclin 7 - _ SIM 1 - - - TYP. 9 TYP. J\ I 95 r _ __ _ 6x8 HEADER - 15700 SW Pacific Flwv TYP. ,.1 I I 5 TYP. King Citv,Orl-gon + I I :ihect •fitly: +�,'r.:�,/' �rp�+,1 . •Meier�! � I I 1 _ i i � j�,� ... I I I I I R(>(�fTraming ek" 40%6 4:, � ,K ', M A"+ACA+ TO � I I � I I I --}- � TYP. TYP. I I I �, w .,�� •4. 2 I I I RIDGE LINE CIMb 1 ( I I I I I I t►r C'r►. Tt4STR,4P INSIDE OF _ I I ( I I 4 I SEE 1/63 FOR TOWER TO 'C%Aft 6'J0 WALL LENGTH • V-01, D I ApWRACsM STRAP PLAN 4�cr' R '-a A!LS TOTAL6 I r, 1WWWA , r' I tYP. I I I I I I I I I Revisions: x:• ," GL 511 T'rP. ALL LEVELS I _1 �I I f 4j 4t I i I I I - I GL 511oxI2 Li 'SURIL26', TYP. - - --- " - - I \ AT SKEW=D LOCATIONS, ALL LEVELS g ' SIMPSON e _ � xMILDREN DESION GROUP, P.C., 2004. ALL RIGHTS RESERVED TYP ALL LEVELS 1 SIM. -- -- -- I- THESE DRAWINGS ARE THE PROPERTY Or - a MILDREN DESIGN GROUP, P.0, AND ARE 1 -� _ _ + -- NOT TO BE USED AR REPRODUCED IN ANY" 4EADER 1 MANNER, EXCEPT W17H THE PRIOR i WRITTENPERMISSION OF MRE'N DESIGN GROUP, P.C.IID 40*1 -- . Date: 12-2-05 s Drawn hv: Checked by- STS TA tri WALL STUDS .� tYPICAL Joh Number: 104298 �t, 'a,�� ��I�►N R��� ��c',A�I��3 {tel_ ��� Sheet / �� ' t.� of: *.....:,.,ggi,,,y,,,,.,•,,,,,,,,,,., -- . . — '�. SCALE: Permit Set - Uecemhcr 2, 2005011 lift, 0 tMRp)RNIIIRIR5IM - �: r0 1 2 3 a 5 6 7 6 10 12 13 14 16 17 b IS 20 ,.•GI ,24 , 123 14 25 26 2� 2I8 29 30 mm II'IfQIIII•}I 'III t41OZ i I I Ii i 11 I I � `QRS I �1.��4�+��.•1,..��� .. .. . .. ,.........,. i .. 4 M: .. yr s I<r., 0-0 1# .,� sYr a ,} �� �,� 2.c6 STU: 3 e I'-4" O/C W/ SIMPSON HOLDOWN, PER PLAN MILDRfi'3 DESIGN GROUP, P.C. PL`I'WG 5HEATHING, PER PLAN W/ ODS 1/4"x3" 5CREWS, PROVIDE �,,�' +�*�'� *�+�! �IP.'./!l%�r►E WP. �RCHETF("EDRF. • SPA('E� PI ANM[h(; l2: 2x(p STUDS MIN. 51MP60N A.B. a,* •I N 2x4 STUDS • 1'-4" O/C W/ 4 EMBED PER SCHEDULE 7650 S.W.Beveland,Suite 120 -640► PL-),WD SHEATI41WI, PER P-AN Tigard,Oregon 9722 3->3692 P.T. 2xb SILL PLATE 2x6 STUDS 1 -4 O/C W/ SIMPSON HOLDOWN, PER PLAN ISU3► 244 0552 2x4 P.T. SILL PLATE W/ 'o PLYWD SHEATHIN, s. PER FLAN - W/ 5DS '44"x3" SCREWS, PROVIDE C2? 2xb STUDS MIN. SIMPSON A.B. %"♦ x7l" EMBED ANCHOR GONG. SLAB, 4 EMBED PER SCHEDULE - Go-AIS BOLTS 4'-0' O/C -- z PE I<- PLAN Q Al .aw � P.T. 2xb SILL PLATE W/ ire mxl' 04 DOWELS s I'-b" O/C --- EMBED ANCHOR BOLTS SPACED b' MIN. e ' 0 f PER SCHEDULE. PROVIDE IE WASHERS I �I s * c --- 3%16x2xp'-2" AT ALL. A.B. LOCATIONS I of REGtV M, f,r - \ I" I GONG. SLAB, PER PLAN All li' .i „ _ _ � . . RIPPFY a CUNSULTING ENGINEERS b' MIN. a - - l 21 "4 I -b" O/C --- -- 1 76M 9w Beve"WOO,We 1C0 -`" O'G �, ;' VERT. W/ 8' HOOK T10erd Oregan 97223 1rt' 8 ►oOOK ��, Prone (50 443-39W . AT EA. END ,w,e; ,' -' �•: EtiG 2'-b' MIN .1 � Fax'(503)443-3700 2 ry � I'-b" MIN. n e I J + r •. . �, !1 CQMT. — ! !5 i 05 CONT. +OP 4 EIOTTOM _..__ -- ------ -- ------ TOP 4 BOTTOM (1) 65 CONT. /._. GLR I i ;OP ! E',tOTTO ^.�t ! PER PLAN: PER PLAN �t �i ,IN� ..� �, 3 �OOTINCA SECTION FOOTINGS SECTION �k� .,.. .,......... oasaoH So(( 02 SCALE: I" I'-m" j.; sKc-o� SCALE: I" - I -C �r 2o, v TURD► EXD: 6/30/06 (iw nrr: ,_w S h u rga rd .•.,,. Strorage ' 216619 Redwood Road �. Castro Valle v,California 94546 Project: lIN• AL Pj fS Ncw Office r - 8" BLOCK CMU PIER, PER 4 PLAN W/ 115 VERTS. * 8" z O/C �J u I I( 10l a 03 TIES 0 8" O/C e i -- --- 5 DOWELS AT EA. VERT. x L—_ �- LINE OF EXTERIOR GRADE 15700 SW Pacific 1 w)' King City,C)regon )111.1•t Title: Structural i - CONC. FOOTING, PER PLAN W/ l5? "5 EA. WAY G'L IR 1-ti.-2,N .ECT I GAN SCALE: 1" = 1'-0„ Revisions: MILDREN DESIGN GROUP, P.C., 2004, AIL RIGHTS RESERVED ® — THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP. P.C, AND APL NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. l)ate: 12 2--OS Drawn by: Checked bN: STS J A job Number: 104298 Sheet I Of: S4 Permit Set - December 2, 2005 t0.{nIINUMtPR5l0i 5 o< . '.�.`.4�ya,,'.� 117.^• 1 i er rph.a"i;Yl�: [ � I ' 14I I I I 9 O llI 1? I 14 `-" E L9 2O 211 2�2 3 2'4 25 26217 28 29 H O N 3I 0rnpBQ oe „. ; $I A3 i ,�INs,pa a1Ha � 44' rly�4Rik' i �y } a ROOF SHEATHING, ad a 6" O/C PER PLAN INTO BLOCKING �rs•+""""^-�- + + MILDREN DESIGN C,ttOUP, P.C. FASCIA, PER ARCH. _ + + \Rc1ttTEcruR-. • SPACE PI.ANNINC; 7650 S.W.Beveland,Suite 120 Tigard,Oregon 9722 3 8692 - 2x4 BLOCKING 1SO0244-OSS2 GA5LE END TRJ55 W/ • 2'-0" O/C �-'�.* `, � : •�, a�tq PLAN PLl'"WG SHEATHING -- / �� � • ,, .✓ j \�- 2x6 5'tRiJT W/ (4) -- PREMANUF. ROOF 10a AT EA. END TRUbSE5, PER PLAN r 1 / INTO BLOCKING TT- + - - - -- - T.M. HIPPEY t _ U El SIMPSON 'LPT4' • 3'-0" 0/G + + CONSULTING ENGINEERS r - - r 60TTOM CHORD BRACING, ►�REMANUF. ROOF TRUSSES 7�0�8evehlld��23 ��� , ,, . , ,, wfw •s t PER PLAN. BRACE BCTTOM PER 1 RUSS MANUF. TlQnrd 503)4 -3 CHORD PER TRUSS MANUF 2x4 5LOCKIt_s • 2'-0" O/C Phor�150(!14 \ EDGE NAILING, PER FLAN - � 15031 443-1700 2x FULL HEIGHT BLOCKING, PROvIDE NOTCH AT 'VENT LOCATION, 2x6 STUDS • I'-4" O/C W/ /tom f�0 & 061M OOLA N PL0 .4 'YWD SHEATHING, PER PLAN --- �`N�1\1\.�C_1 r<s,�o IAVI - V ROOF SECT I ON - 2 ROOF SECTION ,�'��j��` . / S5 t•e Ns SCALE: 1" • I'-0" �S sKC or SCALES I" I'-0 J <.. ,.,.. EXP: 6/30/06 ( )v%ner: AXIL BLJC'K'NG BEYOND AT S'`-`SON 'HDOO LOCATIONS .7�1UCg -d 4x4 DLOCKING W/ SIMPSON O CMST!4' STRAP S t r o r a l e ROOF 3t-+EATHING, PER PLAN DOUBLE DRAG TRUSS DESIGN BOTTOM CHORD FOR 6,5k DRAG FORCE, PER PLAN C - -- 2x(6 STUD WALL, SEE 21669 Redwood Road 2x6 STUDS 0 1'-4" OIC DETAIL 5/55 Castro Valley,California 94S46 \� ROOF 5HEATHING, PER PLAN 1 SIMPSON V"IST14' STRAP \ 4xe BLOCKING W/ SIMP50N ( AT 4x6 BLOCKING PQEMANUF. ROOF TRUSSES, � - -�-"'-- i / CM5T14' STRAP ON OPP PER PLAN \ F FLOOR SHEATHING, PER DETAIL 5/55 Project: « 51DE, NOT SHOWN FOR W/ led COMMONS STAGGERED 0 2" O/C CLARITY F+IMPSON 'LTP4' 4D 1'-0" O/C 8d a 3'' O/G AT (2) \ INTO 4x10 T 11j 4x f30TTOM PLATE AT (2) PLY SHEARWALL PLY SHEARWALL - \ SIMPSON 'MST160' STRAP W/ 1301 10dc !�� �J 1 1 l` e I / 1x4 BLOCKING COMMONS OVER PLYWD SHEATHING AT Building 2 \ SHEARWALL 4 (30) I0dx14j" INTO 4xI0 B tl l I d l rl g .r ► --�" 3, - -- GL BEAM PER �,""F'SC�J 'HDQB' W/ -� - - '- PLAN, NOTCH o "w ONI 1wD ROD \� TOP OF BEAM 15700 SW PacificHw`. TOP PLATE V 4x10 FLOOR JOIST King City,Oregon SIMPSON 'H2B' AT EA. -- 2r.6 5TU� WALL, ROOF TRU55 - Slr"PSON 'LUS48' THIS ENC PER PLAN W/ SIMPSON 'SUR/L46' AT - -- 4x8 LEDGER OPP. ENG AT (2) 2xIO JOIST Shc, 1 I iIIe: LAG SCREWS 9 I'-4" O/C J \ SIMPSON 'HCQB' G - L BEA"I, PER PLAN W/ WOOD POST, \- GL BEAM, PER PLAN t v u c t 1.1 r a GL BEAM, PER PLAN - SIMPSON 'HU5.125/12' 5KL45 l nV l J 1 PER PLAN ` - 3 FRAMING SECTION 4 FRAMING, SECTION sKc->> SCALE- I" I •0" .,KC-12 SCALE: I" ■ 1'-0" F-, '� I BEAM. PER PLAN - - - BEAM, PER PLAN PBL 2x6 TOP PLATE 1 . ----- .. —� - ------- ------ ----------- � FLAN AT PIER BEAM, PER PLAN -- \- HEADER, HEADER, 1-4 MILDREN DESIGN ( OUP P.c., 2004. A;L PER PLAN PER PLAN RIGHTS RFSERYEU AVANGS ARE RTY ?r BLOCKING AT PLAN \ P 4, MIUMTHESE NRDESI('N GROUP. P.CROND APE` STRAP, ATP. HEADER, PER L SIMPSON L G _ _— BEAM, PER PLAN NOT TO BEx�D O WITH THEPR PRIOR WRITTEN POST GAP A I (2) SIMFgON 'T518' STRAPS _ PERMISSIVA Or MILDREN DESIGN GROUP, I C EA. END CMU PIER, PER SIMPSON '676224' STRAP (1) EA. SIDE AT EA. END DETAIL. 6/54 - AT EA. END OF ►aEADER SIMP50N 'LT.AI' ANCHOR, bate: 12 2 05 Tlt n _R POST, - --- TIMBER POST, Ti,P CONNECTION 2x6 STUDS + 1'-4' O/C -- - - - PER PLAN PER PLAN r I(� Drawn by: Checked v: - 3TU1:) PACK, PER -- I STS TA SCHEDULE I I T 1'P.-GONN�-:C I0N 45'_CONNECTION job Number: 104298 NE�4DER FRAMING SECTION FRAM INCA SECT ION 8 FR,41 I INCA %ECT ION sheet �� I `� of: N)M *►,� ti +o• �J sxc-oe SCALE: 1'' 1'-0" j SKC-00 SCALE- 1' � 1'-0" `lJ5 s(C-10 SCALE• I" a 1'-0 Permit Set Dec•c inber 2. 2005 ,'1,IItv*mttmsr.R%M 5 .. - t. .. .....,.A%14ww :4_'4 ...,:.x'4,. -,..a.=,-u.,. 1111 111 '1 1 I I f , Ii �1 1 ! 1 I , �j ij -III I!IIi� 11111 1111111",11111;11 !III1 'li' 1111!111! III1111!I I!II111111111 II11 li;i III{111'1 Illitllll ILII {III I!ill f '" I ���, .0 9 .���� Cm l III (I,II�IIIIIIIIIII11f'llllluilllilll,III�1111I1{III1I,I.II1111�1 1111111111! I'I II��fIiII11�IlIItIIIt1I111.,1, 1111 I.111� 1111.!Illiill�l 11111111111 I I II I,II I . I, I I I �tO 1 1 !2 3 1000.1 m IId ' i8 I7 19 20 cI ?_2 23 2n 2� 8 ?_7 28 29 3J I t ` A i I I 01 e ''``''(1 Now IO'NI'f' IONS I i " �4tl4� , 1 I� W�.\ � i.1,1,1.k. ^111rU.,W��,��asFl�vl �.h .+MMA�4.M.'M. +'7 +'Ir1rM,lMjd.4 �,+.i.W>iJ�+�• MitrA!1M�1.k.M1M,MO� vw«,nn+,enww•..-.. �"'y i,1�e I' I'I,' I I � 1 I I� Ali 5 dj } t h r + ';,x�r " y , '°kL!P�!4EAINJ�1ft w}yxq oil .f 9 3 � NOTES THIS _SHEET � — 0 ROUTE 6"0 EXHAUST DUCT. MILDREN DESIGN GROUP, P.C. 2 HD TO r!.OSE DURING UNOCCUPIED TIMES. AW111TetT IME • SPAE'r, PI,ANNIM. L-2 5 FF-1 1 0 ROUTE REFRIGERANT LINES TO EVAPORATOR COIL 7650 S.W. Beveland, Suite 120 IN FURNACE. SIZE PER MANUFACTURER'S 'Tigard, Oregon 9712:1 5692 RECOMMENDATIONS. (;,O;j) 214 0552 -- - - ROUTE CONDENSATE DRAIN TO JANITOR SINK I I 1 END PIPE 6" ABOVE SINK. 6-0-4 CD-2 /� II I ' F5 6 +�-4 CG' 2 50 50 CD WALL LOUVER COORDINATE LOCATION WITIJ ARCHITECTURAL. EF-2_ 1 � --� CU-1 r I s 4 I ---- ! I 1' CID I pf'; 24x24 CRG-1 f I / F-1 INATTIC PR(I. RETAI�/ I I e I /% SPACE < 0 $ALLcn cv �v 1 N( xi Jill { 2 vu D �" 109 19 12"m ------18x12 ------ L 14x12 - Yeti k M � J . ---------------- - L-'1 5 FXPIRES 12-31 -06 / f Owner: I �J 8'ro•-4 CD-2 200 Shurgard Stoi I I T 21669 Redwood Road i I -- I - -- - - -- Castro Valley, aliform. J4,14f� CD-1 I I I 225 4 Project: N c� ,ti Office t 1 FLOOR _PLAN 1/4" - t'-0" 15700 SW Pac►flc Hwy King City, Oregon MEf�HANICAL SYMBOL LIST Sheet Title: -- - - - --- - 11LOOR FLAN ' ` " `" '`� DUCTWORK �1 ROUND DUCT RISER EF EXHAUST FAN EEF EFFICIENT ® � SUPPLY AIR --�---� RECTANGULAR TRANSITION, RECTANGULAR OR FA FACE AREA ROUND FLA FULL LOAD AMPS low 0 RETURN OR EXHAUST AIR ACCOUSTICALLY LI'JED FT FEET OUTSIDE AIR DUCT (SIZES SHOWII ® ARE NET INSIDE) HP HEAT PUMP ROOM THERMOSTAT HP HORSEPOWER PIPING FITTINGS IN INCHES "� • C�c -D EQUIPMENT IDENTIFICATION --� PIPE DROP KW KILOWATT 12x12 =1 DIFFUSER OR GRILLE IDENTIFICATION LBS. POUNDS .o>J PIPING SYSTEMS -- MBH THOUSAND BTU'S PER HOUR 4I► _ � DAMPERS RS--- REFRIGERANT SUCT' )N MD MOTORIZED DAMPEk Lt — VOLUME DAMPER MIN MINIMUM l -----RL REFRIGERANT LIQUID N/A NOT APPLICABLE MOTORI7.ED DAMPER �tA 6MD MD 6 ABBREVIATIONS NTS NOT TO SCALE 'hs • ' '��' OA OUTSIDE AIR DUCTWORK FITTINGS AFF ABOVE FINISHED FLOOR SEER SEASONAL ENERGY EFFICIENCY RATING Dell OROUP P.C.. 2605 Au RIGHTS RESERVED® $�„ ►r.g, MITERED ELBOW WITH BDD BACKDRAFT DAMPER SF SQUARE FEET —— TURNING VANES CD CEILING DIFFUSER T►,FSE DRAanlas ARE THE a�RaPERTv Or Yllt)RE N Uf S ICN GROUP, PC- AND ARE SP STATIC PRESSURE NOT TO BE USED OR REPRODUCED IN AN 1ANNER EXCEPT WITH THE PRIOR aRITTEN j UD UNDERCUT DOOR _ - � '��" �,' ',�, i --- -- / _� RADIUSEG ELBOW CD CONDENSATE DRAIN _ r�awssloN of IrII�REN DEsla+ aRauP, P.G ~ .,. 7� r �_/ �— C;onlacl _ DB DECIBEL BRIAN RAI bWIN t)at(� 02 December 200; mma to• v 18 ; '�- - RECTANGULAR MAIN V VOLT ' I WITH ROUND BRANCH DB DRY BULB VD VOLUME DAMPER (HAND OPERATOR) - J — 2008 0380 Drawn by:#00 Checked by - , DIA DIAMETER ADS f�(.t; TDCA --� CONCENTRIC SQUARE TO W WATT I N , ERF A CN "m 5m ) EER ENERGY EFFICIENCY RATING ► N I N r F P ! r, r; josh Nurnber: 1009H ROUND � - rr- Zoo ttAV HoRN'•AVP..3F.,9UnT.B-ato,SALEM,OR 97 ... Sheet t�! PIIONF.,�i3.364 5,1,94 FAX r,03.364 5434 !! 1 -- 1 M2. 1 100% PERMIT SET — DECEMBER 2005 l • 'x ��', .. .°1e`��V:aatv9 �retJ�,sMasr '•irCrt - ,., � '� I�.Al14i""�c U441 AU .� T+!•s^w«.ro.:�a*lnurn�.�-w,,.v ,, ... »r �. 44 r».. ..:..,< ,,a,u osa.�5d�}e'(•Y.'-.. y§.� .'.�' ' -, �"""".-.rte•+ _ ha wM;;aei�ra!A<w:r�M=�+!filtl�AfA1�1_ • i 11 UII IIII 1111 IIII IIII II • � � ' 'IMI!! ► *Top Cf11� I I I L I �Ii�lilti�iililni Ililll Ilf tl { tlltUlll liltal 1 IIII II VIII lU �II III, IIt111�41 Il II i i 11 I IIII II I I.I ��I i0mm-1 rm 2 4 7 10 I 1 12 13 14 IP 17 18 19 20 21 22 23 24 2'5 2E 27 29 29 30 rr HOW *At 08 itIIII I I Q 1 j S(f'1 j t t j1' jI Y T 08 Ml� ( .I. .. I... ^�i��47M�' '��II�, I I . }���b��i�fAM41������� .. �•T�+r. -++rr , - ,. ... r I r l I i ,s- _,..•.. 'rqr,.. r ..0000i M - it r m e r 25X wkialFk�►t<Y , .. WNW . • i f r ►-"1�; w IIS► WIF '"*' 1, ♦e,«r r -- - - - -- - MILDRFN DESIGN GROUP, P.C. INCOMING ELECTRICAL SERVICE ARC1iITEL"rUKF - SNAC'E PI AN!NIN(; 7650 S.W. Keveland, Suite 120 top .:..k y 11,0440 DIVISION OF RESPONSIBILITY Tigard,Oregon 9722: 8692 — - - (503) 244 0552 ELF-C. U11UTY ELEC. UTILITY ' k+: root r ti<' . ♦. CONTR. CO COMM. CO. PRIMARY CONDUff ® L-1 SECONDARY CONDUIT IOU Alk—No PRIMAPY CONDUCTORS El I A I SEIONOARY CONDU(-rORS 9peW, , '41401W 44' tWM 4eAM , ' i C/T ENCLOSURE a !lULLARDSU1 L METER BASE TRANStORMER CONNECTIONS ® METER ELECTRIC ROOM DOOR LOCK BOX EO ED TRENCHING (OBTAIN FkOM POWER COMPANY} NQTm 1. CONTACT AND COORU,NATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTIUTY COMPANIFS PRIOR 'r) SUBMITTING BID 1 efy 2. /%.L SLRVICE INSTALLATION WORK SHALL BE IN STRICT COMPIIANCE WITH THE REQUIREMENTS Of THE SERVING LMLITI- 1171717 POWER ?'T� POWER UTILITY CONTACT, TELEPHONE Um TI ' CONTACT: PRQrf' 4yar :1rt !4iyr a.: p: , / / / �� `NG Nf f� Ken Outiern DAVID BR'(AW( 17295PE PCE N / 3700 SE 171N Ave 4155 4155 SW Cederh(Ils Blvd P.O. BOX 1100 ','�(\�_ IYtE Portland, OR 97202 Beaverton, OR 97055 PHONE: (503)-570-4412 PHONE ( 503) 841-9101 ` q r 19 Fox: ( ) Fox: ( ) "LEE SIO.' 1 416776 --- ------ --- --- ! INTERFACE ENGINEERING, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED IN WRITING THE FROM FINAL REQUIREr1ENTS THF POWER UnL[rY, TELEPHONE UTILITY. THESE DRAWINGS INDICATE OUR BESTESTIMATION OF THEIR -- REQUIREMENTS. PRIUR TO ANY CONSTRUCTION CONTACT THE UTILITIES AND OBTAIN IN WPTT1NG THEIR REQUIREMENTS. Owner: i r� S h 1.1 rgard �tc�ra e scHB (J -E ..—� p��Qry IEI 1<2005-0360> 2005-0301 g 120/24OV, 1 Ph• 3W. 200A Bus 20%A M.C.B. SURFACE MOUNTED 28-x-05 ( Ckt, ascription Load Load C.B. C.B. C.B. C.B. load Load riplion T— CkL r No. oration — (VA) Type Amp_ Pole Phase Amp Pole A) Type atlon - No: Ill . 'Ll_ 1 U _J_-- it L/ -1 4,30 M 45 2 A 40 2 2,95 M -1 ---- - _-- -4- _._._...._- • --- 4r M - O - X915 M _•- _ _ _ _ 4 -� 1 - - --- --------- 2. WH30 2 A 20 1 1. L iO4 TRACK LIGHTS 7 — 2.0001 WH - - 0 20 1 92 L M 104 LIGHTS `— • 21669 Iced W(x x1 Road • IRM 102 - 1,0 R 1 20 1 1 A 20 1 24 L RIOR UGHTbi 1D Castro Valley, Caltfornta')4546 11 101, 3 R 20 _1 C 20 1 1,60 L tOYIfER UGHTS . • 101- --- — - 1 R 20 1 —A 20_ 1 �0 0 NG CONTROLLER - • 101 3 R 20 1 O 20 _t 60 0 RRIOATION CCINTROL LER _ M O M 101 -- t R 20 1 A 20 1 1,20 M "OMPtCTOR 1 - 1 101 1.2 R 20 1 O 20 1 Is R M_ 103 so I'IOIccI — 9 M 101 1.3 R 20 1 A 20 1 ,20 M ICROWAVE a a AIDING MACHM ` _G 20 1 O 20_ 1_ 1,66 R f BACKBOARD 24C�/ �,lCC a 102 1,27 L 20 1 A1,66 RACKgOARD Mn D DRYER 1, M 20 1 O 20 1 1.99 R-OR SIGN LIGNf L 20 1 A 20 � 1 dG MOUNTm N« PARE 20 1 0 20 1 1 0G MOUNTED N r Bti1 �( ing 46 PARE 20 1 A 20 1 M w ARE20 1 0 _p ARE 20 1 A 20 1 Mso ONE20 1 0 20 1 Nw PI RE 20 1 A 20 1 -- Y / otal Connected Loud:^h A 20.682 VA 88A 11,506A rms Available Fault Duty • � � otol Con,,ected Load:Ph C 14,979 VA 83A IJT00 SW �a('IftC I�Wy aximum" Phose Connected Lead: Ph A 20,662 VA King City, Oregon r osrrleeled L W(!X AAfffRnlwJ -_ — 41 4 KVA 172.4 AMP• — TM11 Oslsnr L s1 42.8KVA 178 2 AW9 ;' acCtewEhu: SOURCE <Uter Defined Additional Panel Regji/.:rnenti ._---- -- NOTES: SheetTitle. ttle: E 2. SITE PLA N 3. 4. - O CTION SCHEDULE J VOLTS/ MECHANICAL EQUIPMENT C NNE /'3/4-C �L_ L`A1CFr7 1 LOCATION ff_ (-_KYA_ _ - oa�a� o�artr __ CU-1 UiD00R HEAT e'JMP EFI:E 240/1 352 A-1,3 --. EF-I— LINNGG_�FAN �_---- ORAGE 120/1 0/1 202 -- - - ?02 - _ A-• 1 M E x NM t All MOUNTED NATER M[ATEJ! E 240/1 17 302 A-5e7 i F-1 AN COIL UNIT - — FT'K'E 240/1 26.4 -- —402 A_2,4 ' C*31 .MECMANCAL- EOIAPMEW COINCT?ON Nt7TEt3 Revisions: Je A. THE ABOVE INFORMATION 6 FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY RE DIFFERENT. CC')RDINATE WITH e MECHANICAL EOUIPMENT SUBMITTALS FOR ACTUAL LOADS AND (TvFR CURRENT PROTECTION REOUIREMENTS PRIOR TO INSTALLATION Or WIRING. w„ 8. MOCP - MAXIMUM OVER CURRENT PROTECTION. MCA MINIMUM CIRCUIT AMPACITI'. :.., -Ai EouFMl�r CocTION Nis F�0����� Z 1 CONNECT TO SWrTCNED LEG DF LIGHTING NRC11r1 a Y` C FFEDM 9CHEDk&E .,.w 202 2 /12 CU THWN, 1 /12 CU GN)., IN 1/2- C. QQ ,��► ___ 7(l7 2 /t0 CU TN'M4, 1 /10 CU ,NO., IN 1/2' C. MlLpftEN DESIGN GROUP. P.C., 2005, AL:. — %�''f 402 2 /R CU TNWN, 1 /10 CU GND., IN 3/4- C. RIGHTS RESERVED 552 2 f8 CU THWN, 1 /10 CU GND., IN 1- C. TMESETY ;�, MIEDIREN DRAWINGS GROUP, P.C.. ANDRANE� NGT TO RE USED Or REPRODUCED iN ANY MANNER, EXCEPT A1TN THE PRIOR WRITTEN _---__.-- PERMISSION OF !YRDIIE N OE S I ON GROUP, PC. Contad I _ - ERIK MEPHAM I Date: 02 December 200.1 1 200510 EW ��� -------_---- Drawn by: Checked by: --' ADS INTERFACE E N C; I N [ E !; I If c; ,lob Number: 104108 xon HAINTHORNF AVF.4E,.%]r F 9 210,SALEM,OR q-1:1m Sheet PHONF Sn3 V4 S,9S4 FAX Sa'1;1A4,iA34 .r Ell 100% PERMIT SET DECEMBER 2005 '+. :»:::.Ino ,1:,wv�• 4:«.;+'N:,:.t'^.+'arva9a'M,MF�% 4 ...i r..l.iuf7Y'.V4Y:r,::;,.,.;aw, syraaxa.wr•c.•.rw.v::.,.:roin]IMew•+ray'+r*CI�Y1twn-d�94"s: A',.li. .,,..i,., :,. ,. ,., :.• .�`r.., `,,,,. .... ,, -p r.: - - .,.ctn " a': »• 111 1111 IIII 11 14 L f! 1 ! Ili I' I nl U ' t ! I I I 1111 U II! ! IIII I! * III t I !1111 II I I hi , 1 II I!I ! ! I! ,III I ! 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( ? j 3 ( 4) LIGHTING CIRCUIT IN THIS ROOM, %RCIIITIVIURF. • SPACF I'LANNINE; 7650 S.W• Bevelarnd,Suite 120 O2 ROUTE THROUGH PHOTOCELL hboard, Oregon 97223 8692 * n I O ROUTE CONDUITS ABOVE CEILING FROM (503) 244-0552 !TO BACKBOARD TO SECURITY PANCL. VERIFY NUMBER AND DIA. OF CONDUITS WITH LOW VOLTAGE CONTRACTOR. _ I_ _ --.---•- I � ONE GANG J80X FOR POWER TO CEILING MOUNTED TV. ONE GANG I I JBOX FOR DATA. 11 ' `� � �IFi,k+I��► �i::til1wil 0 I I I I ' y f�T PFF t z: t►r qW L- s { 7� OF I tl 'X' , PR � A-..,.yrw +M w,�d I 104 •F I DINE FE I l � L 'FI F F Or- I I I 79 EE' (EE S1 } A--6 I Exp111Es 6 30 06 ,F' 'F' I I __� Owner. y +11M►le :aIle a �� A-8 I ,d10 ` ll� .�l U - t :tr111l F' l l 'F �•'.r �J DFOR LU � L _ Crc�, / SEE C/W4R FORT. L_ I �— A-25. /� nFF- - I EXACT LOCATION. 21669 Redwood Road Castro Valley, California 94546 ,x, I. "r 3 L ; +32' 41k ...0 I _ ---- - h- 1 I Project "" +r ( — _ — -- 1 C N oak I I B A-10 -+-- -- ------- 1 � � � -'� New C)f�f�i c c BU1ldiilg C1' -- - - - - -- - - I I I- r � I 15700 SW Pacific 11wy King City.Oregon 2 FLOOR PLAN- LIGHTS 1/4" 1'-0" Sheet Title: COPPER FEEDER SCHEDULE - - E� 1'l „nNS FLOC) (200 3 ;y3/0 CU THWN, 1 #4 CU GND., IN 3” C. --- —I TORK SERIES 2100 PHOTOCELL PANEL 'ri1►. I ' MOUNT ON ROOF, CLEAR OF A - SERVICE RATED. 00, IIr/ I OBSTACLES AND ARTIFICIAL LIGHT. IN.A. AIM NORTH. O REMOVE EXISTING 200A PANEL AND CONDUIT .: ,,,, ,w �# -• _ - TO POLE. DIGITAL TIME CLOCK, _,---.'24 HOUR, 7 DAY = --- - (}�4) BARE COPPER SCHEDULING, TORK 120/240V01._T SINGLE #6 BARE -' SERIES DG100 WITH PHASE UTILITY COPPER TO RESERVE POWER PCE P#C2110C TRANSFORMER PGE P�l3573 TELEPHONE EXISTING w _ - - #226_5 TERMINAL � 200 AMP MAIN Revisions: - BOARD LUG FLUSH LOAD CENTER 2003 (� 10'-0" ,, :. 1: i _ I I GROUND r f COLD RODS AT BUILDING WATER 20'-0"C/C STEEL PIPE !� 3" ct O�S 1,4 C O A '•AGf. t.N _ II � ;M C2 C1 i , _ 14011 '� k�' • 1 MOUNT NEMA 1 -- I CONTACTOR C1 v,lA� WITH HINGED COVER. \ CON(ACTOR C?_ I _ A--10---A FOR EXTERIOR I :A tM MAVLD LABEL TO READ I NIGHT LIGHTS I MILDREN DESIGN 6Y uP, P.G. 2005, ALL ,.•tl+t'M1i CONTROL CABINET', I A--22' (DUSK TO DAWN) ( \_(1) 2-1/2" C. RIDHTS RESERVED© i I I I T11FSE ORAWN03 ARE 1HE PKt)PEI(TY a 5 ENTRANCE_ CO N D U CTO R S_ ' M-�N Of 4IONIP dtDUP, P G, AND ARE NOT TO 8E USED OR RCPRdri10ED IN ANY (CONTACTORS: SQUARE D, I I — — -- _ - i —_ - -� MANNER, Elf(OF RIRE THE 104 /KITTEN (CLASS 8903 TYPE "L". I _L�I � 240Y'/120 VOLTS, 1 PHASE, 3 WIRE EPO1LOtA.DWG PERMISSION a MILDREN oEs1GN ptOUP, P.C. I Conlad PHOTOCELL ON PHOTOCELL ON ERIK MI {P'�AQM Date- 02 I cerntx�r 2005 7005-0380 prawn y Checked TIME CLOCK OFF PHOTOCELL OF' I' b I • y: G CONTROL DIAGRAMdo!k INTERFACE _ 4 LIGHTING - IN6INtrRIN Job Nurnlx r: 104295 Ar NO SCALE ELICD08A.DWG 4 .On HAVYItInRNls AVH.LIt?,9tJI1'E R xlo,9ALF.M,.)R q•1:4m Sheet r'HONI?So3:KM S'S1 FAX 5�3.3M•54:i4 ( ` --- E2. 1 , PERMIT SET v DECEMBER 2005 'a'' } •;r,,,,ee,MRwfearss-!:WYEIIIIj4ft . � I '� 1x10 U ' A a 'a+�g �* A . y;,ati"FSwkwhtllMe.0 „'W.'k` ....,:r". . { '''�►�1M1♦1( ] -..—..-_.._..-. .... s l l Ilii iii (III (III IIII1111 fill 1111 illi illi (III (III 1111 Itli`1111 (III Ili Itll till !�1!II11 {III (III llll,llll IIII�IIiI t111�11r ' hili 111111111 IIII�IIII tlllltfl' Illl�lililllllll Illlii'!il l lljl illlll l > �rsa>war CMI 1 � � iI I I I � � � � � � � � I i i ( I I ( I I I k' I°mmel rm `1 5 10 11 12 13 14 16 17 18 19 20 2 22 23 24 $ 2E! 25 2k� 310 J � H.NI ill O?. t: II I 1 dI 1 I� O? v;- , *',, M YlRkk i" H.hA': 17,1 .. .. - .. u4 ' few .a