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Plans (2) ,,,„ P2009 - 00175 .17 OD w � 3 is v I IGENSESIE 6. 44 6� El a 0 1 P 0 2,., 00 cm Op V ap O fic , 1 1 0 ‘,,, fr Utast ,!. RECEJViD� 6 n. 2 0 .. o co JI E R , u 0„,. , 0 ILO ::::, cc co L.. i C � SEP 2 t� ..G� a ° 4041 b CQ ;. CITY OF TIGARD o9 2 .2 ® 2 BUILDING DIVISION (.9 ° w a. w INDEX OF DRAWINGS Client ___________________________ __ * T1.0 TITLE SHEET 1 LANDSCAPE1-- , PjACLItILLIRT L-1 EXISTING CONDITIONS PLAN F-DROPMEQTY L-2 PLANTING PLAN ARCHITECTURAL ___----------' _______—,=======.-= A1.0 SITE PLAIN �.� -----f" A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN �' —�� A3.1 EXTERIOR ELEVATIONS r- wii A8.1 DETAILS NJ -, Vancouver 1.1111111.111111.m - ; 4 4.1, ' ' >` Project 1 . r OREGON BUSINESS - • ip_�.. �-- M m,� f . s o Portland PARK � ` / BUILDING 10 . - rte ff 4-41,M ! I Ir:/v , tto., -- 0 i 02TFI 41410) milmamminammmmmmmili '-k11114.---- :. Hillsboro 2s [� .,,..■4 Q I, U 1660 16600 SA 72ND AVE. -----_..,.--- – ___ m PORTLAND, 97224 Beaver ton e '° Milwaukie I - - - 01) `{t t ` _ '2 Tigard CD ..,,,-,-- N N ,, �--- (.. #2301 Tualatin` Lake Oswego Clackamas /al NNIS,/ III5 cif ,�Sprittldtt 4.41 iiMa * R LANG, 0 G • Wilsonville \ ff SITE Stec :1Y / I‘4' OF• • 4 Nutribins I r • A Truss End.<, I , A� ® L�{ °� ! ! €�� � O GROUP MACKENZIE 2D09 OWN R ARCHI ! CT � V� A� ENGINEER LANDSCAPE ARCHITECT CONTRACTOR •rllllf " ti VICINITY MAP © AI_L RIGHTS RESERVED woo;� THESE DRAWINGS ARE THE PROPERTY OF .... ..... . Co. N.T.S. . › GROUP MACKENZiE AND ARE NOT TO BE GROUP MACKENZIE GROUP M Emerick t�onstruction l� //, -PACIFIC REALTY ASSOCIATES, LP ACKENZI.E BEIGHLEY & ASSOCIATES rir'#" F o? Y— � r- WITHOUT PRIOR WRITTEN PERMISSION 15350 SW Sequoia Parkway, Suite 300 RiverEast Center RiverEast Center 12840 N.W. CORNELL RD. 8850 SE Otty Road REVISIONS: 1515 SE Water Avenue, # 100 1515 SE Water Avenue, # 100 Portland, 7 9 Portland, OR 97086-2328 • Approved gaVa<ik..2..Mil. z Port land, Oregon 97224 Port and, OR 9 22 . , =l AREA WORK Conditionally IOV .cmi.�����., Portland, Oregon 97214 Portland, Oregon 97214 r��F� Y �� I I ri LETIONs REVISION DELTA Phone: (503) ::::i::;5°5°- 3 tel: 503.643.4796 PO Box 66100 irri► rto.FQllovv.....c... .eeaa.... CLOSING DATE P.O. Box 14310 P.O. Box 14310 Portland, CR 97290-6100 (SHADED AREA) Attar I Ceo SHEET Fax: (503) fax: 503.643.4798 ....� �. .`�...Qa Portland OR 97293 Portland OR 97293 Permit Nu -r �..4 "., iJ - j b ' • — Phone: (503 )777.5531 Ad ° :._. " ,i --4--- Contact: Dick Krippeahne DickK@PacTrust.com Contact. Hal Beig hle r- "';` PP Phone: (503) 224-9560 Phone: (503) 224-9560 g y Fax (503) 771.2933 ►-- yt Da—to:- y j Fax: (503) 228--?285 Fax: (503) 228-1285 email. HaI@Bai-La.org Contact: Corey Lohman - i ' tt 1 —I o— .n.— 9NINNVd ON l �--L---_ ter BUILDING INFORMATION a Contact: Rob Kirkman Contact: Ryan Baker email: t,oreyL@Emerick•com �r/"'"' �•+. t f •.�. e , ,ete, , .a 1 / //18 4 email: RTK@GrpMack...om email: RRB@GrpMack.com it OMtN�bd a o' , I I IF I AMVItt' .0PLANS ADDRESS: 16600 S.W. 72ND AVE. i e X .x X<s MO) U�t-A CFA i« P : . ORTLAND, OR 97224 r' � `�tCA�O���� ---- . CONSTRUCTION: III—B (FULLY SPRINKLERED) i - •+...., :I 1 1 A. EXISTING GRID LINES AND DIMENSIONS ARE FOR REFERENCE ONLY. FIELD VERIFY & CONFIRM ALL EXISTING — ....,�, SHEET TITLE. OCCUPANCY: N/A (FUTURE B) -- +���'� � ~- CONDITIONS & NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. 111, 16600 S.W. 72ND AVE. I • • • l AREA. 1ST FLR — 6,760 SF B. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED & COORD LOCATION w/ FIRE MARSHALL, SEE PLANS FOR ,- TITLE SHEET 2ND FLR — 6 652 SF PROPOSED LAYOUT. I tyr TOTAL - 13,412 SF C. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS REVD BY CODE, SEE MECH. ,„„, 1 • • Li 44)'//' D. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN THE CODE.FOR D■•.. I l SMOKE DENSITY AND FLAME SPREAD. t,, \ y / DESCRIPTION OF WORK E. PROVIDE SIGN STATING DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" PER THE CODE ON ALL e E LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. Imir .. 1 a.d t * F. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER CODE APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE I IMMII*EXTERIOR FACADE UPGRADES, INCLUDING NEW t N , / , 11 IN WINDOWS, STUCCO FINISH, SUNSHADES & MAIN w/ ALL FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS & STANDARDS SHALL MEAN, AND ARE INTENDED I �� I f 1 1 � 11 r DRAWN BY: RTK .��� ENTRY CANOPY. TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE .o 0 o e 8-s a 8 888 81818 8 8 DATE OF THE CONTRACT DOCUMENTS -- o ire -- ���� � ' - _ . - 1 CHECKED BY: * EXISTING ADA RAMP TO REMAIN, NEW CONCRETE G. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED INSPECTIONS. _- ��, .._ ��� ��� 11 COPY • rti//� r ENTRY STAIRS AND HANDRAILS TO MEET CURRENT H. ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. I — , / SHEET: ADA CODE. I. SAWCUT ALL OPENINGS SQUARE. DO NOT OVERCUT CORNERS. * NEW LANDSCAPING UPGRADES TBD, BUT MAY J. REVIEW EXISTING EXTERIOR PANELS, PATCH & RESEAL CRACKS PRIOR TO STUCCO AND PAINT APPLICATION INCLUDE NEW GROUND COVER, SHRUBS, TREES, ETC. 11 .0 * NO PROPOSED CHANGES TO OCCUPANCY TYPE, FLOOR AREA, BUILDING HEIGHT OR PARKING. SITE ,' . _______ * DEMOLITION WORK BY SEPARATE WORK N.T.S. * FUTURE T.I. WORK BY SEPARATE PERMIT I JOB NO. 2080421.00 FILED FOR PERMIT : SEPT. 21, 2009 . 96Rn421nn\ARCH\471—T1.0.MAUI RTK n9/1R/nQ 1:{•57 1.1(WI C \SEMEN ! I 1 , 44 .4,466, ,Iiik ,, ,‘)-ks it*01 , °k , f 31 NI ___ ai HAROLD S.B�i►•,' �;. � ,al 1 oki , 04 4 LOT Ix ,'' OREGON , 4 4 -�.� ! c1?E f 4 EWER _ , _ , X IICT , ,s _______ It , __________,,,,.. 4 • IOu = 4 , ,, z .„ my NiL"Iviii, ■ ftiMit r1 ..... 111 _ t 1111161011016, > 1 ilavw ., 6 ...,........ 4 • A � jj jillli _i;M!,i II )=( 1 • • ....... ...... ....� 1 Existing Rhododendron iT�7� -1, BEIGHLEY & �=�� �&,j !�{sj3 Existing Vine. aple 1 ASSOCIATES INC. I Existing Piens —� To Remain � Exi ting '.epen Oregon Gr`cspe 1 Existing Spring Bouquet 1 Existing PIf LANDS CAPE 3 xisti g Do•wood To Remaintt Viburnum Rhododendron 1 Skim t is ARC H ITECTU R E ' '� i �. AND PLANNING 1 Mg Rhododendron I 4 Existin i '.�_ g ireir �� c sting Skimmi --� � 12840 N.W. CORNELL RD. 3 Existing Oregon Grape _ Azalea �, L°®o �� PORTLAND, OR 97229 •,.�,�r �.-.r" ' �� /� ---___ PHONE: 503 643-4796 LOT 5 ,, _ _ Some Existing Cotone• - , n:i �' -!__ FAX: 503 0245 98 JOB NO 0245 g '�` ' ° 1 ® oGI xi Rhododendron.-._---_--' „ \, \ - 4 st. �� ,\_\,_.\\. \ \ - .W "� 4 .,kt ,• rii. + 9 Existing Evergreen Shrubs \ \ \ �\� ��44 in, Exi�.ting old uon `� *-k,�g��•��� ° �'� + � -.�.._ \ - (�� t\� \\ \\ \. " \ \\ \. -- Existing Dap `1 flamito‘ci '\ \\ \\\\\\\�\\ \\,\\\\�\\. \\ \- �� � \ \\ \ \• \ \ \ \ \\‘\•\\ \ —\----\____ 2 .Existing David Vibur ►� �` L1,,i \\• \. \ \ \\ \\ \ \ \\ \\. \\ \ \\ \\. \\ Existing Heavenly Bamboo Exist' g D•vid V burnu - _ t \\ \\" \ \ \\ \\ \ \ \'\\ \ \ \ \\ \\, Existing Bowbell Rhododendron 2 E istin• Dog ood o Remain \ \ \ \ \ \ \ \ \ \ \ \ ;-- \ \ \ \ \\. \ \. \\ \\ \ \ \ \\ \\` \ \. CZ c;) \ \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ .\ Existing David Viburn m \\ \\ \. \ \ \\ \ \ \ \\ \\ \ \ \' \\ \ \. \ \\ \� \ \\ \\ \� \ \. \\ \� \� \ \ -- Existing Heavenly Bamboo \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\. \ \ \ \ \\ \ \ \ \\. \\ --_ v ,AvA\ \ V A \\. \ \ \ \. \ \ ` \ \\ \\ V \. \ \\ '�\ \`\\ \\ \\ ��`` `� \\\ \ \\ \\\\ \\ \\ \ \ \\ \\ ``- \.\\ \\ \\ \\. \\\\�\\ r7:4 • \ \ \\` \� Existing Turf -..�_ I _n''' l Existing Juniper \\, \ \ ' _ \� l, \ \ \\- --""\-- ----- r \ \ \ CIO \ \ \ \ \ 7 \. \ \ t; \\ \\ \\ \\ \ \ \ \\ \ 'r \ \ \ \ \ \ \ \ \ . ............:t CIO 0 . 7,... .... _ \\ \ \ \\ \\ \ \ \ \\. \ \ \ \- \ \ \ \ (5)G \ \ \ \ \ \ \ \ �\ \ \. \ \ \ \ \\. \\ \ \\. \\. \\ \ \ \ \. \\ \\ \ \ \\ \ 10---.4 cZ2) _ \ \ \\„„ \ \ \\ \\ \\ \ \\ \\ \\ \\ \ \\ . �. �\ \\ \ \ \ \\ \ \ \ \\ \ \ Existing Mugo Pines — ,\\\\ \\ \ \\, \\ \\ \. \\ \\ \\, ' �, Existing Juniper •\.\ \ \ \ \ \ \ \\\\ \ \ `\\ -'-!!�� v i `- . \\ \\ \\ \ \ :1•\ \\ Clq Cia..5 ' 111111.111111P-Existing Thundercloud Plum �' Existing Scotch Pine (:::) ;: Lib )..,..4 44 1"18s'i I ....... 5 ....... ...... ,......,............... ..,... „..i.,.......... ,„„„.................... • Revisions DRAWN AMM E_ X I ST I N G CHECKED HSB CONDITIONS DATE 8/31/09 . J08 NO. 0923 ---)• o 1 o zo 40 � __FiLED FOR P: MIT.... SJ. 21 2009 OF z ,, .. \SEMEN I ,. , 1 Plant Materials Listing: . ,_ I , . , _ ._ BOTANICAL NAME QTY. SIZE CONDITION REMARKS r , Al! COMMON NAME 31 .... , ��n.... TREES i II ..., 1 Acer latanoides Crimson Sentry" ir' 2" Cal. B&B 1 , ,.. , n P Y OREGON icti LOT Crimson Sentry Maple le t 1111111 n-4- Chamaecyparis nootkatensis "Green Arrow" 7-8' B&B k....- � ® r' Green Arrow Cypress A 1 1 414 , 1 x j, SHRUBS 1 EWER .. . .., ._ Berberis thunbergii "Rosy Glow" ITCH 1 Gal. Can 10-12" X Rosy Glow Barberry `. r �' i Oti:jc;r 1 Gal Can 10-12" Corpus stoloniferq Redtw g D g ood 1 . ij'- i O w ,_ '11111111L -NI i , ����� Corpus stolonifera Keiseyn 1 Gal. Can 10--12 11116. -1111aL ' Kelsey o9w Dogwood D o0 ` Myrica californica 1 Gal. Can 10--12 311-1( 10 Flame Forest Pieris N, , 4:. c M le Wax y Rhododendron ari:E11 : -• ' Nandina domestica "Moon Ba " 3 Gal. Can 15-18" BEIGHLEY & a o� ! Moon Bay Heavenly Bamboo Y ASSOCIATES INC. l �:•4 Re-arrange Existing Rock -� -______�i ,f F3 Green Arrow Cypress `��"` Pieris japonica Fla me Forest 5 Gal. Can 18--24 LANDSCAPE ,� irAILY ', , Existing Vine Maple Flame Forest Pieris ARCHITECTURE 5 Existin• i••.wood (t o Cotoneaster .v'1 T�`�err�ain 1'� �� � `�`• Rhododendron varieties: AND P LAN N l NG Ta Remain �►O 7 Rhododendron r• -:� _'----- Elizabeth 15--18" B&B I J- _ -�� Jean Marie 21-24" B$�B 12840 N.W. CORNELL RD. 1• r _ _ `�.4 Uni ue 21-24" B&B PHOONE;NDO 643724 96 I LOT 5 it `-�.►-.,.-�.., q FAX; 503 643-4798 �--•� y � ri, 4 3 Flame orest Pieris • ,�.' �� �"' ...1.M..� 4'�R' '� JOB NO. 0245 4 •t --. 0 f i Viburnum plicatum tm 1 Gal. Can 10--12"3 'hodo endr�.,n r.. 111111.1 -' CO -, °- 4 ree v•' 0::`•�111,'� + 0 _----'_ . . F •. •• �, : 0ent0sum r i m , .,. , ,t -�Y; ..• 0 w; . VER & VINES LL •x 3 r.yr is �� •�•�• �' "����+• 13. . • 3 Flam- Forst P - : : ' ^:�'4i' ,?`..�1 •••'•• *�••:';' e.,:•AI',v,s..'. ••i•Oidi +•i•J 10•+•+iii+i �- Pruning of Existing Pl•nt M�•teria •••• ••••••• r Cotoneaster dammeri 1 Gal. Can 10-12" // � Required by Landscape Contraetr•r W)*. WöV -- Cotoneaster _ I _�_!� Prior To Beginning of Construction. �. ,..... ..,.4.4 ,,:, a., O 0 ••, - �_0 I pi i .i ,,.øo• lo, 0. '''------.__._._. (Z) CZ) 1 4541 ,..,..,,,,, t Ai% Will Ill* __ 2 x 2 P.T•D.F• 8 -0 Tree Stakes .�•�' � � Do Not Penetrate Root Ball. (3 Stakes �.w» ���,44,•:-.,i' 41111110 ,,"� ! , Per Tree -- One Coat 01 m is Stain 1 L...) 0 co • 0 , I - s����ti+`�o,`; #713 Required) � � �� o :,: /1� o. Tree Ties/Rubber Hose w/ 12 Gauge Forsythia.. -- �,v ° .._'-ti.. ", Existing Turf • :• ,`� b• �' Valy. Wire. Redtwig Dogwood M To Remain ���''� _._ -\ '=;%.414)`;'` ' , „ �k;`�,q� e �''� Tree Wrap - From Ground To First 2'z'si 0 O I , I :, 1i �., Branch. Doublefile Viburnum Q ` ,,, `��� i, (; i,l{; .��, O Cut & Remove Bottom Of Wire Basket Pacific Wax Myrtle I �� I►� Q P / Remove Burlap & Twine From Topp CI] ' 0 . A �► o � .� Of Ball A€ter Staking. Place Top Of 7 Crimson Sentry Maple @ 30' O.C. • i� Rootball 3 Min. Above Adjacent CID Y p _ II) ® ( Finish Grade. Rosy Glow Barberry /. 410 (0 Kelsey Dogwood gitill o i mi . Depth.Min. ;; eBark Mulch C rcle Ias. Cr) 'N'ft,e4. Pacific Wax Myrtle 0 Backfill Soil Mixture As Specified. ..... . ....... Doublefile Viburnum t , -„ ,, „ l �' �,...,,-- 11. J-11. l tiiill�4S1111 1 i1=11=1t-11 1.1171111:[l.�-. ■m���rrii���/ ira-g—[i=il Scarify Walls & Bottom Of Planting 2:1 1t- . . •. Rosy Glow Barberry �����������1 "'"-"-" Pit. 1-11=ti=. =1 Il=11=11-11=1 1=lt=ih—til i• uisi�au�► Tree Root Barricade Model RB-18 11=11 Il--1t=1 Redtwig Dogwood li-=lL=.[t=1t- ilallimilli61111111111 rinine• 1=.tt=11=t1=I American Drainage Products it- -ti=11= Kelsey Dogwood. . As Distrubuted Horizon inc. m Set Rootball On Undisturbed Soil. Forsythia _ � ! (2) Exisating Thundercloud Plum BEST-PAKS As Specified. Existing Scotch Pine L5 :„„..1 Trees & Shrubs Typ. I ' 2 x Dia. of Root Ball *ROOT BARRIER REQ'D, WHERE TREES ARE LI, j �. WITHIN 5'-0" OF ANY CURB OR SIDEWALK EDGES - MIN. 6'-0" LENGTHS REQUIRED ALONG EACH SIDE OF CURB/SIDEWALK. REFER TO PLANS FOR LOCATION. (2) E):44 . TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR NOTES 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. 2, CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL GRADE. Revisions 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, . ANSI Z60.1, 1986 EDITION. 4. ALL TREES SHALL BE BRANCHED. 5. MULCH ALL PLANTING BEDS WITH 3" MIN. LAYER OF SPECIFIED MULCH. 6. IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE DRAWINGS,- THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS, LANDSCAPE CONTRACTOR iS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEEDING. E. 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR �; TO INSTALLATION OF PLANT MATERIAL / GREEN SIDE UP. R 9. ADJUST PLANT LAYOUT AS REQUIRED TO FIT IRRIGATION COVERAGE PATTERN. b 4 DRAWN AMM A D CHECKED HSB �p • NG TI P F DATE U9 r A � N�A 0; JOB NO. 0923 a . yi:: i i 1 f 9 st.v . . • 4 T n g 0 10 20 4 L 2 1 OF 2 ! FILEDFORPERMIT : SEPT. 21 , 2009 . Tii 0 i CO C 0 w ti .1n1. 72ND LEGEND 1 AVENUE . g . 'NT I . 1Uit oca o0 I c \ w ___I NI _o. in - I /:: a BOLLARD Z c:E 1E ...J P4. 0 .n�.\� CATCH BASIN s V FIRE HYDRANT 1� ti a *Cr CONNECTION I�°�"` FIRE DEPARTMENT CONNE , , PARCEL T CALCULATED POINT-NOT FOUND , g FOUND MONUMENT AS NOTED a BULDING 1 , POWER — 00 CNI GROUND LIGHT g LI GH �- . 16600 S.W. 72ND AVE. \ 4 GUY WIRE ANCHOR c 0 J .III aC L ��1 H �`�` •� �. HANDICAP PARKING SYMBOL �► ,. � 0 ,, "�' `-'- -58 0 lc..•- `" �. �. A. - - LIGHT P 0 L E BUIL INS - � a � � � �_. rtw- - MONITORING WELL 0 0 - NJ 1. r.- -- �- . .w. L I N G .-- --ii----- _ _.\_...,_ . WI irr Lg__� .. a POLE g i.3 o!! ! dil: 2 i — rrrl! 1 7 . 5 - ........____ ____ ___\__ ' , i • _/ POWER POLE lb:- '_v- i illW, ' SIGN itjr\--- -_____�rj�rr Client jii-4 _ . I TRANSFORMER PAD BUt '' TELEPHONE RISER OSIM I I � _ _°"`: J °�" _ � �., coo UTILITY CLEANOUT Q LC1JJ1J HEIGH D- .. tt 1 Vl.___e_a_________.------- SQ„—. 1 --j0 UTILITY MANHOLE GDIF-ACIDIEG=M7 DI G co7' �... 1 UTILITY HEJGHT= 27' 0 UTILITY VALVE VAULT UTILITY L 6 ' 7-7N CE — 0 , �� LI Y U f . _ i SIM �..z URB LINE �' IS i � �''` � ' -- i -���� ---�---� � M E A S E M E PJ T U N E i ________ r.. . L I\ _ / aø*: qo:t . _ x--x---- FENCE LINE t — Lwil■ - - ----_, ,,,,,-.:. I 1 BOUNDARY LINE 0 I ,00 , H OVERHEAD POWER Irjr 411t; 2 Oi?;'0 -- PROPERTY LINE -�� �j \ °' - .w- — . ...�.--.- BUILDING SETBACK LINE 13\-1 CO° }' �. J �' ----�.._��; L � , DT DOUBLE TANDEM PARKING ► 1 I I RESERViD i "� , ti ! i Project -- - FOC FIRE DEPARTMENT CONNECTION 1 SD (,—)9 4 r - . . 8 0 - OR JO NS—ONE1, w 'o_ " G GAS OREGON BUSINESS.„1 .-; 5 1 El I ICV IRRIGATION CONTROL VALVE PARK I 3 s _ `A U L _ P POWER 10 ) °4 s 1 ss _ • SD STORM DRAIN ®� ,° 16 �.�. 72N® AVE. 4 T TELEPHONE 5 767) -. . - D 0R 97224 �' l - ?'4r J - TT TRIPLE TANDEM/v---■_i I II 1 — OFFz � �F BEGINNING k_OD Akle „..E77°- ------- -, 7 4 8 P.O.B.R O6. POINT C BEGI „ ID TITLE REPORT EXCEPTION/ / / /SPIRAL �.-,�..� 4 a LJ �1- - #'�-� x , A ENCROACHMENT ,s •. ��r,, R) -.7 7 7.....„,.:„. ."° - NIS S to • 47 , „...,... -' 1 (�, 'ORTLAND, OR GM ,�-1-* / 6 , . 5/8" IRON ROD .. OF o„ ,) OSHD CAP /7 30 �, KEYNOTES 1 _-_-________,....._ 1 , , /87. 25 • 1. EXISTING SIDEWALK AND PARKING STRIPING TO REMAIN GROUP MACKENZIE 2009 -- 2. EXISTING BUILDING TO REMAIN ALL RIGHTS RESERVED —FENCE _INE Is 3. EXISTING ADA CURB AND RAMP TO REMAIN THESE DRAWINGS ARE THE PROPERTY OE GROUP MACKENZIE AND ARE NOT TO BE • a EAST / 4. NEW CONCRETE STAIRS, EXISTING CURBS & VERTICAL USED 0R REPRODUCED IN ANY MANNER, �����_ WITHOUT PRIOR WRITTEN PERMISSION P R P E -Y R N E 3 r RAILS TO REMAIN, SEE DETAIL 2/A2.1 , �$ 5. NEW CONCRETE SIDEWALK w/BROOM FINISH. REVIEW CONTROL / REVISIONS: 1 JOINT LAYOUT w/OWNER PRIOR TO POUR. o 6. EXTENT OF NEW SIDEWALK, ALIGN WITH EXISTING CONTROL v,? REVISIONS REVISION DELTA 0. a, 1 , 3 ), 5-i THIS CLOSING DATE to A— C 0 0 12 JOINT o o SHEET ' N"-‘-.. R — ” 3 4 4 1 6 ....„.. , -_,,____ _ , INTER STATE . 1 1 .....„.....„ _ 3 4 . 2 5 - „,...,.... „... -________, o I .... -„...,.._ . . '°mow„_ I ..,..„.., _ _______ .... ,„s,..„.. _ __., SHEET TITLE: F T PLAN SITE „.,,,,,,.. , W/ 1” = 20' .. I ..� _ DRAWN BY: RTK ' 0) _ ,__ CHECKED BY: SHEET: A1 .0 I JOB NO. 208042100 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON FILED FOR PERMIT ; SEPT. 21, 2009 I THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON ^Q8042i00\ARCH\421—Ai.O.QWG RTK 09/1 n9 13:`8 1:240.00 A SURVEY BY:DAVID EVANS and ASSOCIATES DATE: NOV. 16, 2007 o 4 NEW ANODIZED ALUM. °E 1, REPLACE EXIST. SLAB STOREFRONT ENTRY .3 a �► co w/NEW SLAB OVER SYSTEM o EXIST. STRUCT. FILL NEW CONCRETE SLAB, g ® T5 %" GYP BOARD , �. [ w/THICKENED EDGE @ SF o WALL w/6" METAL `�` : 1 ` C .� r #i • STUDS & R-19 � � � � < p �" EQ EQ 4/�x4� CORNER 4110 1 . BA 7T INSULATION + ' 1� MULLIQN C� ENDS 93,_0„ 71'11 wI �►0 • • EW CONCRETE 111,� �" GYP BOARD � � SLAB OVER NEW �- � � 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" STRUCTURAL FILL ' o :5 L / 1 OVER HAT CHANNEL i ■ • R LA)EMOVE EXISTING E . \ \. _..,. . .._.. ...... _.u....w......_.._._..._..,,_«. _.._.. ...... .M..... ..,._. ._... . ..... .,..... .- .�..... ..... .,...�...............,......W... ...... ....... ....._. ._.... ....... .... ....f. ....... ....M ..* ....�. ....w..w..... .._......._ ^*''' RAIL @ NEW ENTRY i °�, g { r GYP BD ,, d Qa °= d OVER 3 " MTL F , 4 ° °° o ;; ng� ® < c��, FP'STUDS w/R 13 ° ° ° +� O L- = .H GATT INSUL. =1-�'° -_ -4-4--- d .a ll A3.1 w I v -- 1 ` \ cm � 4 1 ° ° - a , 4 9 g g 0!` 4 ° a �- EXISTING FIN TO REMAIN _ a CD _ _ - °4� T T i ° a d a 4 I T ri, I 0 H I I I 4 , TYP 11 I I l I I I EQ 4'--6" °° 4 4'-:6" a EQ DEMO RAILING @ NEW Client I ' 4 ° liwzmin, { ENTRY I 1 I I I I o 1 ° _J'-'' --'''' --* -.-- ''''''' *- ''' -'''. - -**-"'. d - r . r �,. _ __ _�. ( IC a d -� © , ^_ DRIP EDGE ABOVE 4 I I I 1 r { ® o !!1 o I 4 a 4 .0 a I _ �, _ .. �. L __l - EXISTING RAMP TO REMAIN ° .�J D ■ �. } A<' 4 4 l I r-_--1-_- - r i Q EXIST. VERTICAL RAIL I I I 1 1 w p I I ' - 1 i Li I I CANOPY ABOVE, SEE 3/A2.1 ■ a ° d ° Q a TO REMAIN, CHIP OUT -H z w... 4 4 a d 1 j I �� ° TYP I 1 _ I_ I a a 4 EXISTING CONCRETE FOR ■ -= � I =....9 { I I---I IJ { I - = CONNECT NEW HANDRAIL ° $ NEW CONT. CONCRETE 0 0o rn o � - a ° _■4,I i „� , _ = o I I . 1 TO EXISTING RAMP RAIL 4 WALK '' ° 1 t 1 1 _ I _ @ CORNER a °. C <1 [ _ _3 I - w I I�. _ I �� I DEMO TOP TUBE ° a d 4 ° °4 4 4 NEW HANDRAIL, SEE a �- a o CI' ° d A a a d �- I 1 I 1 1 1 _ w � . __1 -� 1 1 1 a 4 ° 13/A8.1 \ 1 EXISTING VERTICAL RAIL 4 9 d L � �w a Ail 4 1 - TO REMAIN to t • I TYP i ° d A8.1 I DEMO TOP TUBE EXISTING CURB TO REMAIN oo - 'co ° 1 Q NEW CONCRETE WALK 1 , r ° Project � � � � NEW CONCRETE STAIRS . \ 1 I I 1 0 ; \ v ° t- _ 1 I 1 I 1 - 11 -� - . .. L ,_ _ w 1 ° OREGON BUSINESS 14 �- I ' ' I - - - - - I �\ - 14 PARK _ ►. i BUILDING 10 LM{ � . �. 2 ENTRY PLAN Wi A2.1 3/8"=1'-0" 16 S.1i11. 72ND AVE. r AI T >° A2.1 P D, 97224 0 0 0 I I Ca - - - Z BACK DECKING ► , \ 41) 0 0 1.1.- ,„, , i I 1 0 ?3 - \ 0 15'_0»± I I w i VERIFY LEDGER PER 9/A8.1 4-°E1 APC' 102 I I I TYP 7' i �- i 1 TYP I 1 �-. \ b 4 1 a 0 r- i r i 1 1 . r , 1 .,.. I . .....„ \ \ Aa11111111.1FAIIIIIIIIII N''' , 1 i__ 1 ! t I 1 I ilmilmll sim IIIIIMIIINIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIMIIIIMIVAMIMIMIIMIIIMMI y ''IS Ryll li, „ ?0,--6„ +I =0 / ?0 6 ��, I 10'-6" / ®, ,I L ( -_ 2'-6" 2'-6",--J :_6 6 ,_._ . - - : -,.. ., - :.. u� 2 -6 2 6 2 --6 2 -6 TYP - . HSS 9x3x% Q� I _ I 1 i 1 10 1 q H SS-- - =�i■II=r� � , Ii �rtt����I■t - o -'. I - _ ___*_ . .�.. - ;-. = =- .,.-:.. : . w w �. �. I -- L 3x2x%x CONT. LEDGER, , WO _ -_ _- � __ _ GROUP MACKENZIE 2009 'co �II `-- TYP. ALL RIGHTS RESERVED Jelk T A2.1 - _. ._ .,. _ « „ THESE DRAWINGS ARE THE PROPERTY OF V` _ � -- t- 1 - _ - 2 SPAN-LOK DECK BY C12x 20.7 ® °.---•- ..- � --'--�~°-~~~ GROUP MACKENZIE AND ARE NOT TO BE II PERIMETER, TYP. � - � --- -14- ------ ---M- - - ��-� - - ~�� AEP SPAN, TYP. USED OR REPRODUCED IN ANY MANNER, -�.-_-I.I .. . . ____ 111 _ WITHOUT PRIOR WRITTEN PERMISSION 411* 3 EXPOSED SIDES - _ OPEN DRIP AREA ,j j> _. 4j> 4 ' -I p - � w �. � _ �. � .- REVISIONS: G 4'1µm 1 Z 0- I I! 6,, recii;< REVISIONS REVISION DELTA 7` THIS CLOSING DATE // SHEET EQ EQ 1/4 k �' / / / TYP c. c. I 7 FRONT DECKING A8.1 A,\ ----- FIRST SCHEDULE , , . . NOMINAL SIZE FRAME DOOR HRDWR REMARKS FRAMING L , W',/ " A!j7 1/8".v-o" MARK I WIDTH 'HEIGHT' THICK. MAT'L I FINISH I MAT'L j FINISH 1 TYPE' At) 411% - W ........„....._......... '101 1 3'-0" 7'-10" - ALUM DB ALUM DB A 1 FF 451 Dark Bronze Storefront by US Aluminum �A2.1 3/8"=1'-0" 102 3'-0" 7'-10" - ALUM DB ALUM I D8 I A I 1 ,FF 451 Dark Bronze Storefront by US Atumfnum BACK DECKING , , SHEET TITLE: KEYNOTES DOOR TYPES HARDWARE GROUPS . FRONT DECKING DRIP EDGE FIRST FLOOR 1. EXISTING SF DOORS TO REMAIN, RE-KEY AS REQ'D GROUP 1 ,� 1 /,_. PLAN 2. EXISTING SF WINDOW TO REMAIN 2 PAIR BUTTS \ _ /- !_� ... 3. EXISTING STAIR/WALL/COLUMN TO REMAIN 1 DEADLOCK & CYLINDER ` �_.. .. .. 46. 4. EXISTING CONCRETE PANEL FIN TO REMAIN ? PUSH / PULL \ , �` \ - 5. SAW CUT PANEL FOR NEW/ENLARGED OPENING, DO NOT 1 OVERHEAD CLOSER d_ OVERCUT CORNERS 1 THRESHOLD A 6. REPLACE EXISTING WINDOWS w/NEW STOREFRONT STRIP ? FULL SET WEATHER STRIPPING WINDOWS, TYP. U.N.O. 1 GLAZING STOP DRAWN BY: RTK 7. NEW STOREFRONT ENTRY SYSTEM 3 4 Ark 8. SUNSHADE ABOVE, TYP. U.N.O., SEE 2/A2.2 A8.1 A8.1 A8.1 • CHECKED BY: 9. SHORTENED SUNSHADE AT BUILDING, FIRST FLOOR ONLY - I 1 10. CANOPY ABOVE, SEE 3/A2.1 SHEET: 11. EXISTING DOWNSPOUT TO BE REMOVED 12. EXISTING FOOTING BELOW 13. NEW 4" INTERIOR DOWNSPOUT AN Y SECTION A2 111 A21 3/8"=1'-O" , , JOB NO. 2080421.00 . I FILED FOR PERMIT • SEPT. 21, 2009 208042100\ARCH\421-A2.1 i V.-," RTK 09/18/09 13:58 1:96.00 fo to c co Po p Ti EL P4 B a /WI 6 M p pq� J. w 2 go :a � 3 2 w c 410 0 e 0 A2.2 D 0 • 3 1" MAX CLEAR 1" MAX CLEAR w 1 co ,=, 9S-0" AT ENDS AT ENDS r /- n3 148 15 -6 15 -6 1 6 15'-6" o•-'15 -6 5 15 6 . / / / / / / / I I Po 0 a C0 \ \ co ei,I I i I I EA g PO Po CL, ...„14 ki g pnn PO �� . 3 Dr 0 ii €0 0 ) 0 _ \ K� i 1 If�I f 0 w.-- (/�pp� N C10 AT FRONT EDGE RECT. ALUMINUM BLADES a t9 . ) , =0 a. lo FIELD VERIFY ALL EXISTING BAY DIMENSIONS PRIOR TO FABRICATION Client I I I I I I r 15'--0"± (West Elevation) / . .i \ 1 _ _ _ _ _ _ 16'-2"f (North/South Elevation) ) �, C L 9'-5"± (North/South Shortened Condition Q J AI UE1F ,, 0 : o F-3°DUI°AEI°- 0 t3 -H too I I 0 -tt w w w,^ 4 In J Q CO 1 2 AL SUNSHADE I I I I c ?3) 3/8"=1'-0" z I I I s •TYP u)0 I y . _ 4:11■ ir:- \ i _ NOTE: NEW TOP EDGE OF FIN o r ALL ALUMINUM FASTENERS �� " a a _ _ . s ALUMINUM C10x3.5" w .25 WEB \ _ 1--rt TO BE GALVANIZED OR / STAINLESS STEEL & ..41" FLANGE 00 6061-T6 ALUMINUM L 3x2X 6x0'-6" 0 I w I w 1 CHAMFER w/(2) SIMPSON w 2 SIM 0 SST WEDGE-ALL co 0o ao . I ® EDGE ANCHORS % x 1 1%6 EMBED • I I I I Project w NEW STUCCO OVER i i „ WEEP EXIST. CONC. PANEL? ORE N BU INE 1 s .� - - - - - w - 14• EACH END PARK I 7 0 %I 7 w w BUILDING 10 6x._x ALUMINUM \ RECTANGULAR TUBE (PM iit10) \ ' 16600 S.1101. 72.ND AVE. 00 co cfl \ \ ...-- � PORTLAND, 97224 w w I I • Ir ^^ W I � I I- --=-- 0 0 0 0 0 Ili - / ./ - / 4.6 a .0 II 7e-: t_.A2.2 . .„ ,...,,stDoe, I cos O°1�• ♦ (P S. • ° ØLJDS ;71 ; Ø .-, � \ \ - ?-• � � � X2301 tsst II J IS R. , �ii I II " / II 8 s 6 6 Vitk 10,_6., 1 p,-6» 1C-6" � 10,_6„ 10,_6„ Viii r / / � � PORTI.ANp, OREGON � 2'-6" 2'-6" ---/-- -6 ) �2 -6 2'-6" 9" " Il>h) TYP TYP 6* 9 3'-p 0� I I I I I 1 I A 0 V' (2) SST SLOTTED HOLE IN ANGLEE (2) % SST BOLTS, BOLTS CLIP, SEE 11/A8.1 TACK TO ISF OF TUBE ;Lai © GROUP MACKENZIE 2009 ALL RIGHTS RESERVED r� THESE DRAWINGS ARE THE PROPERTY OP 3 A►� GROUP MACKENZIE AND AR NOT 4111* 4 >. 4 * s ' E TO BE, „ USED OR REPRODUCED IN ANY MANNER,A2.2 1 1/2 =1 -0 WITHOUT PRIOR WRITTEN PERMISSION i f D REVISIONS: z 4'-0" z REVISIONS REVISION DELTA , �-" / / 5-i THIS CLOSING DATE 0, 4(' o SHEET w ' BU ROOF o PRIMARY ROOF . w LINE OF PRIMARY c� DRAIN ASSEMBLY ..,, E R ROOF ' LEAD PAN DRAIN 1'-p" 1'-0" ' -r r 1 SECOND FLOOR 1 6" SUMP PER SHIM LEAD PAN I o W/ 5 ROOF JOISTS A2.2 1/8"--=V-0" PLAN AS REVD PER PLAN I A2.2 CI 24"oc .-�/..�r■r��...; err��;..wr•� EDGE OF /.'" _ ' 1 w \ I- - - -� ROOF w co TRUSS BEYOND 1 w JOIST .-N o >` TOP OF SHEET TITLE: \ ROOF KEYNOTES 1 o\ N C -1 `�� 1'i w COND FLOOR T 1. EXISTING DOOR TO REMAIN t1 _ `'`'`' TRUSS . ...�..N PLAN 2. EXISTING DOWNSPOUT AND SCUPPER TO BE REMOVED -- \ - \ 51IL Ii4j J 4. EXISTING CONCRETE PANEL `��� `J 3x LEDGER/ iii 5. SAW CUT PANEL FOR NEW/ENLARGED OPENING, DO NOT OVERCU T CORNERS 6. REPLACE EXISTING WINDOWS w/NEW STOREFRONT STRIP 2'-0"f 2'-0" 2'-0" DOUBLE 2 x 4 woi.„ WINDOWS, TY1'. U.N.O. -7' 7 4 / BLOCKING SUPPORT UNDERDECK R-19 WHITE DRAWN BY: RTK 7. REMOVE TOP OF CONCRETE FIN, SEE 1/A8.1 AROUND DRAIN, TYP CLAMP FACED BATT 8. SUNSHADE ABOVE, TYP. U.N.O., SEE 2/A2.2 " tc INSULATION CHECKED BY: 9. EDGE OF SINGLE-STORY BUILDING OVERFLOW (2,) 2 x 4 SUMP, LOCATE PARAPET INSULATE DS PAST ROOF SUMP I 10. CANOPY BELOW, SEE 3/A2.1 SCUPPER, AROUND IN 2nd JOIST HORIZONTAL BEND ," RECEIVER SHEET: 11. ROOF DRAIN ABOVE, SEE 4/A2.2 SEE 16/A8.1 PERIMETER, BAY " 4" 4 DOWNSPOUT EXISTING 2x 12. NEW 4 INTERIOR DOWNSPOUT TYP. ROOF JOISTS ri. . FlOOF z DRAIN PLAN TRANSVERSE N A2.2 z a'12.Y TYPICAL 1/2"=1'-o" o A2.2 PRIMARY DRAIN ASSEMBLY 3"`1,_p" 4 I 1 JOB NO. 2080421.00 I , FILED FOR PERMIT : SEPT. 21, 2009 208042100\ARCH\121-A2.2 DWG RTK 09/21/09 08:54 1 96.00 cm co , bI � + ES" 6 • 64L, 4 ce . rYJ• v ti -! DECK PER FRAMING �k. �> CAP FLASHING ° AI 20 GAGALV. 0 � `CI MODIFIED HEAD WALL -DECK PER PLAN OLID SHIM w/SEALANT g PAINTED 25 -6 EXISTING ROOF " ilk c- NO REGLET C� TOP, N E PLAN 1 OVERHANG T PLA TE DEMO TOP '' I = - SEALANT 1/41/ c� / \ EXISTING TOP PLATE REQ D OF FIN / 1/4 r ■ $• ilak & PANEL ■ • ZEE CLOSURE � A2.2 1 a I _. .- 1 ass CHANNEL PER 1/ I/ li no r \ �. -__ EDGE ANGLE, illir-=1M, FRAMING PLAN g„ ., \ L 3x2xf x ��_ E C .� ` • g00 a � 22 0 to °! CONY, TYP. h ` < 0 2 AitL o � T/FIN ) 4 U.N•0. ri O ee s�C/�C/ METAL DECK, AL 1 c - 0 6 l 4 CONY FLASHING SEE FRAMING '�� "� °�' ® � `° a ` A8.1 STUCCO SYSTEM CLIP w/ �` PLAN .� 19'-6" / w/INTEGRAL COLOR, 1 . ' = e0 a 01 j FASTENERS C12 BEYOND 0 a ( 2 ,. `fir HEAD , "' (2) TONE PAINT ' � WT's PER EDGE ANGLE, � � � � C } --. _ ,� 8" OC EACH FRAMING PLAN SEE FRAMING SCHEME, SEE A3.1 SIDE, TYP. - 1/4 1/4 6" PLAN a • c 0 1/4 2-12 C12 BEYOND C� 0 0 1- to EXISTING FIN z J TO REMAIN 2 CAP FLASHING J (T\ MODIFIED HEAD WALL 4 INTERMEDiATE FRAMING DRIP EDGE . 1 10 1 1/2"=1'_0" o A8.1 1. 1/2"=1'-O" _° A81 1 1/2"=1'-O" 1 1/2"=1,-0" Q- Client A8.1 Q W A8.1 � , A8.1 z 0 4. 15'-O" 1� 0 `- r+ � .'" s 'p�'L• din` �, '+. .fr'� m'�t `ti. ' �s�� _ . �,. Y. -�� � z, �,� STUCCO � �.d kr SILL � _� F '2\C•_tl' 4 - --- HSS TUBE, SEE FLASHING. 1 , � , J MOLDING FRAMING PLAN OVERLAP EXISTING 2nd FLOOR MODIFIED RAKE WALL FLASHING Fr:RC:FIE PZ-j-Y F. '. 4 EXIST. w/SEALANT @ TOP, NO REGLET SEALANT BEHIND 1 IL 12'-6" REQ'D SPAN-LOK DECK, STUCCO 2nd FLOOR 8 9 ii "J" MOLDING PANEL SPAN-LOK HSS TO HEAD WALL FLASHING, A8.1 A8.1� A8.1 DECK TYP. 1/4 ATTACH BEHIND STUCCO o 4 EXISTING C12, SEE CHANNEL @ EA END ZEE PANEL UMI FRAMING CLOSURE _ NEW GYP CEILING & PLAN �� , 9'-10" AFF+s,-- -- -_------__ -_ --�. ,..,,,. REVEAL RAKE/SAVE ='-" SOFFIT w/6" 20 GA T1 ' ' A T/LEDGER .. 1. ► i 1 R !i t �1 +t 1► ► 111 t � t "t �1 , FLASHING r iik9,-0" L 4x3 / ___ � _-- --- --;----____-- T.._T � MTL STUDS ® 16"oc '� vC !\JOPY ' POREFRONT T/ANGLE (HI) ' _- , ,;, . .. .�- - -�. R-19 BAIT INSUL. - �0 1 ii EDGE L, r&: ;ONTANGLE (LO) .. �. __T/STOREFRONT ti / SEE FRM. - "1 ► a_... • -7�. ` RECESSED CAN LIGHT, WINDOW JAMB � � � `�� 1�"'"�" @ , EXISTING HEAD : : EDGE ANGLE � i��_r.�c��� ���"�• OPENING SEE 14/A8.1 BLOCKING AS REQ'D D BEYOND HEIGHT VARIES COPE DEMO PANEL FOR - ` I , DEMO EXISTING ENTRY, 1 4 2-12 OPG' EDGE OF NEW SAW Ark k• w/DECK SLOPE / � ENLARGED OPG 1 A8.1 ' CANOPY, PANEL & SEAL HSS BOP. ' CUT OPENING cy Project STOREFRONT WINDOW HEAD 7 MODIFIED WALL w� p ED OF HSS 1 HEAD WALL I ' OREGON BUSINESS __- i U.S. ALUMINUM - FF451 1 1/2"=1'-0" _ 1 1/2"=1'-0" Y ® COPED @ CH. 1 1/4V3--12 .- DECKING AT PANEL 1 1/2"=1'-0" n I , : A .1 w' �4�.1 /Q/�// END o i �1�.1 •�+ PARK ! I '' �. SLOPE SLAB AS REVD i... _ __. A NEW CAP TOP NEW THRU-WALL OVERFLOW BUILDING 10 ,,, ! 1,--2 f, ALIGN w/ COPE - -"-'�'�"'°�" FLASHING OF SCUPPER SEE DTL. 16 A8.1'��,, ! TO ALIGN w/EXISTING SILL BELOW CHANNEL/TUBE / ®� '{ L�.. /-3I. EMBED SLAB & SIDEWALK A�� C12x20.7 L 2 x2 x%x SEE 2/A8.1 ROOF SEE 4/A2.2 FOR PRIMARY 16600 S.W. 72ND AVE. Al '- SEALANT & O'-3" w/ "� BEYOND INTERIOR ROOF DRAIN PORTLAND, OR 97224 -''�� - :'" M f 1 Y2 MAX BACKER ROD SItl�lPSON WEDGE: 25'-6"±--2':":".11 .. . . lin . - - ;�' ‘Al:' SEALANT NGLE CLIP ST EFRONT /PLATE OUTSIDE N H w/3 .. � . 5 . f ... �. �, � �4: � � I & A R CORNER TYP.11-#...':' � a ` : ; ;CO; ROD R(R ._ CH� � I E.�n r t I 1 - --� I 1 - " /4FIftA \ ., DG� : ETD $ TYP (J) •; '�► f ., 2301 2 SPAN-LOK DECK BY AEP SPAN SEE TO BE REMOVED D�,� ,,�R. e ADS 2,3 �� � ;,�� � o C� 4 MBED. ,.-.._ . .-� , TOP OF _ f - " I r _ AGGREGATE_ OVER STRUCT. FRONT j SPAN- INSTALLATION GUIDE FOR MORE SUNSHADE ,, • REVEAL BEYOND • ' ♦` i� FILL DRIP i SILL FLASHING w/ 1 INSTALLATION AND FLASHING INFORMATION CHANNEL - �RTLAND, OREGON • �. ' i 1 RETURN ® ENDS, O .� EDGE �22 -0 � 5" ' " 4 - 4 4 FULLY EMBED IN o r. ._:.. / ALL STUCCO REVEALS & EDGE TRIM BY SCREED +� �-� T FIN NEW 5 SIDEWALK EXISTING FOOTING " „ J i:; 0� FRY REGLET ARCHITECTURAL METALS ° 4 J SEALANT REVEAL ,� 1 B/REVEAL F THICKENED SLAB EDGE • . '.4 . - • - MOLDING SLOTTED CONNECTION •� SHOP PRIME ALL S• EXISTING PANEL TEEL w/ MILLER ACRIMETAL ® STOREFRONT " . - -° ® CHANNEL / _,;:1 DEMO TOP r DTM, FINISH COLOR TBD ri OF FIN GROUP MACKENZIE 2009 THICKENED SLAB EDGE _ NEW STUCCO ALUMINUM CHANNEL © ALL RIGHTS RESERVED 0 ENDS BEYOND z > THESE DRAWINGS ARE THE PROPERTY OF �- Q WALL TI N io WIN W ILL 11 L � D NN TI N N 8 RAK / AV FLA HIN W UT SI CORN USED OR REPRODUCED IN ANY MANNER U.S. ALUMINUM - FF451 1 1/2"=1'-O" -' NTS z 1 1/2"=1'-0 ENLARGED ELEVATION 1/2"=1 -0 OC WITHOUT PRIOR WRITTEN PERMISSION A�.1 3/8»=1._0" A81 � A81 = A81 Q A81 o V) c> rx 0 I , DEMO EXISTING RAIL 12" MIN q. 2'-11„ _ E REVISIONS: BRIDGE SOLID SHIM OVER CAP FLASH, SE . .___w______ ._____a_, EDGE OF SOFFIT z AS REQ D FL/�.T' 4 „ SCUPPER OPENING .FOR, CON T. .a,.. 2/A8.1 °a REVISIONS R N REVI I S EVISION DELTA ,/,„ T/RAI 10 3 f ` CANOPY HSS METAL DEGK CAP FLASHING 20 GA GALV. THRU- ww �,- 5 e THIS CLOSING DATE 1 s� GALV. PIPE ,.° PERIMETER TUBE, L 3x2x�4x CONT. LEDGER, SEE 9/A8.1 j �o SHEET RAIL, PAINTED „.... � j FRAMING SEE / j WALL OVERFLOW '~~ z EQ 4'-6" EQ LEDGER, ,, -10 /� SCUPPER ~ / / 3/A2.1 FATF--- 2x BLOCKING BELOW i ---+--- EXISTING RAIL, Q ; (� "'" SOLID SHIM �r WRAP OPENING w/ ,.-• 1 ;._- t - GRACE VYCOR PLUS PAINT TO MATCH . „H n. 1 E NEW -~ ? Q e 1 CHANNEL & CLIP PER 8/A8.1 » TYP TUCK FLANGE BEHIND ~~ I ► '" i 1/4• 3 COUNTER-FLASHING 1 1,_0" ' _ \ " �, i ) "x 10" x 4 CAP FLASHING, TYP. n ? ..=_ ANTI-SKID or - 1 CAP ' NI. OVER CANT STRIP 1 FLAT r NOSING z : • ::: ,, CAP� � 0 I „ "�- x 10 x 4 UN CAP FLASN/RAIL # OSING ��: . %Q� ■� DE - HEET TITLE® ® / YP C FLASHING 1 OU _ _ i . m- .. w ND �.•.�� :� EQ EQ _ AFF �- w/CONY SEAL AROUND �.. _.� �� - z r DETAILS ~-°° a �` s _ -,r . / . . 5" .1 Cl x15.3 wv 4 _ d -.. __. _ �...,Ip,qp, 4�..� . /C ) PERIMETER T N LANDING w r &±c_O� ��riri D-.1 OF EXIST..‘414 FIN GAP E OF ' SYSTEM 4 4 atAdillillil /1111 i . PANEL 1 M �w 4 TYP 1 TOE KICK EXISTING 4 EDGE OF SOFFIT ABOVE TREAD s 0 2 SCUPPER DRAWN BY RTK• 1111111111111M11111 ' „ GYP BD. (2) 6" RECESSED FIRE 6" TYP & D.S. TO l 5--„or_-- _--1,--� --z. ° o EQUAL RISERS, 7 MAX ` R-19 WHITE FACED $4 & `. ``1 1 CLG, SEE CAN LIGHT FIXTURES SPRINKLER TYP � C10x153 w/(6) BE REOMOVED 1 BATT INSULATION BY: NEW LANDING, EXISTING CURB TO REMAIN 1/A8.1 EDGE OF CANOPY ABOVE HEAD ® TITEN HD ANCHORS, • i I SEE A1.0 FOR " #4 CO 18" 0.C. PATCH AS REQ'D PRIOR TO u , ______\_ EMBED 3 �� _ EXISTING ROOF SHEET. 6 STRUCTURE PAINTING WAY A I N I • EXTENT „ EA A 1"NOSING . Altak STAIR , 114 CANOPY REF. CEILING 15 CANOPY LEDGER 16 OVERFLOW SCUPPER N• w A81 SIMILAR AT NORTH & SOUTH STAIRS 3/4"`l'-O„ • 3/8"_1 _0. v A81 AT EXISTING FINS 1"=1 -0" 3"=1 -0" U A81 A8.1 u) I 1 JOB NO. 2080421.00 , , FILED FR P 7 SEPT. 21 2009 LO 7 N rn N M CO LR U Z > o w > wLN OBPI - BUILDINGIO ° z ¢ � � � w � ci in so w w D a :o .. en W O O Y rri o m > © ° E c P • w N tl a_ L L N 5 s w I- p 1 1— U Exterior Upgrades (�� , , ,. ?r Are , Druu'rr�, 5 /k •( ��JS \� a z 16600 S .W. 72nd Avenue • ���;c ,Ai(% c� ��er U Q C Portland OR. `� Z .0 N Z 1 ■ O v I C O te, • N o N 0 Y CC Cc 1 .. ,.,,.J r` o 1- DRAWING INDEX NOTES SPECIFICATIONS g:1, ��1� � i ° LiJ - SHEET NUMBER DESCRIPTION FRAMING TYPE OVERALL DIMENSION GLAZING �r���l W tn• • ¢ CASCADE ALUMINU 451-5 ERIES STOREFRONT 2" x 4 1/2" I" GLASS I iI' C7 1.0 TITLE PAGE / SPECIFICATIONS CASCADE ALUMINUM 450 SERIES STOREFRONT 1 3/4" x 4 1/2" /4" GLASS Ru I I �� ,"' p c LJ,� ` '2 ,i- cr L - cU N °� O LI FIRST FLOOR PLAN • E N ' LL. 1.2 SECOND FLOOR PLAN O co Z DOORS TYPE DESCRIPTION GLAZING -."",J ( 2 , 0 2.1 - 2.6 STOREFRONT FRAME ELEVATIONS • CASCADE ALUMINUM 400 SERIES SWING MEDIUM STILE (1/4)LASS 4J >i 0 m Si 32 STOREFRONT DETAILS 1.,", t1sV(a � ° w o _ Z - DOOR HARDWARE 1 oar C . • I ca to • 0 - MEDIUM STILE DOORS P. - OFFSET PIVOTS WITH INTERMEDIATE PIVOT • D - STANDARD PUSH / PULL HARDWARE O U - STANDARD 1/2" THRESHOLD J - LGN 4111 CLOSER -J EXTERIOR CYLINDER / INTERICR THUMBTURN W/ Z LOCK INDICATOR CD C r i Q C-) ABBREVIATIONS 0 Z _ C A.F.F. = ABOVE FINISHED FLOOR �1 Q • O B.O.H. = BOTTOM OF HORIZONTAL \ ' 0 L-. 7:5 D q = CENTER LINE DIM. = DIMENSION �"-- J o) C I- D.L.O. = DAYLIGHT OPENING TYPICAL PROJECT INFORMATION I 15 D.O. = DOOR OPENING I- • CO zz F.S. = FRAME SIZE ALUMINUM FINISH, EXPOSED ALUMINUM FINISH TO BE BRONZE ANODIZED CO E F.F. = FINISH FLOOR • G.C. = GENERAL CONTRACTOR .060 PRE-FINISHED ALUMINUM TO STOREFRONT SILL ONLY r7r 2_609 - 00 (7 O• : N.T.S. - NOT TO SCALE SILL FLASHING r� R.O. = ROUGH OPENING (REFER TO DETAIL) V x City of Tigard W O . ' z T.O.F.F. = TOP OF FINISHED FLOOR }� CD 0 BREAKSHAPES NONE a T.O.H. = TOP OF HORIZONTAL App ! e 1 Plans �.� w T.O.S. = TOP OF SLAB By,S ! Date I 3 0j r co m T.O.STL. = TOP OF STEEL MEMBRANE NONE-I- U.N.O. = UNLESS NOTED OTHERWISE ill • CAULKING DYMONIG FG (BRONZE) C,) z a GENERAL NOTES DRAWING LEGEND GLAZING SCHEDULE DC I/4" (BRONZE OFFICE COPY • ALL FRAME ELEVATIONS ARE DRAWN AS VIEWED FROM THE EXTERIOR. 1/2" AIR SPACE CT) NDICATES FRAMING trrt CAS DEADLOAD ANCHOR WINDLOAD ANCHOR 6I OVERALL I/8" CLEAR LOW E SOLARBAN 60 ON ft3 SURFACE / STG INTERLAYER / I/8" I-_ - ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED ON SITE. z DOOR NUMBER TAG A CLEAR LAMINATED C - ALL FRAME SIZES MUST SE MEASURED ON SITE. CASCADE ALUMINUM451 SSERIESSTOREFRONT e v I/4" !BRONZE TEMPERED • D FRAME TAO >1A CASCADE ALUMINUM 400SERIESDOOR DETAIL NUMBER G2 I" I/2" AIR SPACE LJ - ANY HEAD, SILL OR JAMB CONDITION WITHOUT A DETAIL REFERENCE BUBBLE I FEUD A i OVERALL I/8" CLEAR LOW E SOLARBAN 60 oN `3 SURFACE / SIG INTERLAYER / I/8" ARCHITECT OF RECORD z MUST BE ADVISED BY ARCHITECT AND/OR CONTRACTOR. A TYPICAL FRAME ANCHORS CLEAR LAMINATED Q REVIEW OF DEFERRED SUBMITTAL CEP F— ALL WORK SHOWN BY OTHER TRADES 15 FOR REFERENCE ONLY. PAGE NUMBER 1.. 1/4" BRONZE Architect of Record has performed a general review of this deferred C INDICATES QUANTITY WHERE DETAIL 03 1/2" AIR SPACE submittal and rinds It to h0: Revision Date U ALL ITEMS LABELED "WOOD BLOCKING BY OTHERS" ARE NOT BY 15 LOCATED DO f tO LINE INDICATES LOCATIONS) OF OVERALL 1/4" CLEAR LOW E SOLARBAN 60 ON #3 SURFACE D In general conformance with project design -'? rn WILLAMETTE GLASS AND MUST BE SECURED IN SUCH A MANNER STEEL REINFORCING INSIDE SYSTEM MULLION An general conformance will] rojectdesign,exce t as noted AS TO RESIST BENDING OF THE PERIMETER FRAMING FASTENERS. INDICATES SERIES of DOORS I I/4 BRONZE TEMPERED p p w (IF ANY) DETAIL TAO (REFER TO CORRESPONDING DETAIL FOR INFO) I" U G4 1/2" AIR SPACE Arcldlcct of Rrrnnl has rcwiewed this deferred submittal my for z general conformance wen du:design concept of the project and for A BITUMINOUS PAINT/ZING CHROMATE OR AN EQUAL SEPARATION MATERIAL • OVERALL I/4" CLEAR TEMPERED LOW E 50LARSAN 60 ON #3 SURFACE g P I 15 REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR ANY OTHER ELEVATION TAG REFERENCE BUBBLES STEEL REINFORCING (IF APPLICABLE) information 0confrmites in tenorsarertar edcord's dOCUmems.AnynOted w LLI DI551MILAR MATERIAL(5). _ nonronfOrrnilre and cool are markrd Li 95 1/41 I/4" CLEAR TEMPERED — OK -6x [ n0 i .�.�.�.�.�.�.� OVERALL " s Ohl I by the contractor " ,cn, ,oNi caticnsnotclearlyindicated WILLAMETTE GLASS WILL ASSUME NO RESPONSIBILITY FOR ERRORS CONCRETE jjj/r STFFI b. �' w� FLYWOOD l$�j�j1$j 2 SIDED TAPE L/ z RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. �' 1/4 SOLARGOOL BRONZE ANNEALED The Architect of f r ; r dr., not include enninee ng o — ALL RECOMMENDED HEEL BEADS, TOE BEADS AND CAP BEADS SHOWN IN WOOD STww5(Is. 2 X 4) FINISHED HOOD r,S 4.444,0 CAULKING/SEALANT ' EXTERIOR SHEATHING G6 OVERALL I/2 AIR SPACE expresasl n noted 1n;r"n r Vile dcvya of members Band systems G,i,.�!,i,.�!gi„ 1/4" CLEAR ANNEALED y z THESE DRAWINGS SHOULD BE APPLIED AND TOOLED WATERTIGHT PER THE contained In this soun,intg is the rn prnsibillly of the professional w SEALANT OR CAULKING MANUFACTURER'S RECOMMENDATIONS AS To SIZE r - ggineer whose professional s Iup appears on ihlsuba. II II II s D AND COMPATIBILITY WITH ADJACENT MATERIALS. SHIMMING AWNS BATE INSULATION I I I I I RIGID INSULATION tt„ -t, ' GYPSUM BOARD OVERALL I' LL C• UP MAC7 1 . M I,, a I,III�1 MP GLAZE GUARD 1000 INSULATED PANEL SYSTEM Yf,( '';S7,.Iatiire Date" Z C Ln IA NI GENERAL NOTES{e WtU�ch 3(dl . S-vnd4rd = rE AND w :.1111111 SPECIFICATIONS rri ,�cLUCTURq Date: November 5, 2009 /gyp PROF�`�,, Scale: • N w WILLAMETTE GLASS, INC. Enke s -1.11*- O �� 4,• .' Drawn By: Joe H. o / Sub nlltal# d B� y: w Conslruellod r� 0 Commercial Glass and Metal Magic This drawing or submittal has been reviewed for compliance with Checked By: Kelly W. a Office: (503) 655-2630 15927 Southeast 122nd Avenue plans and speclilCations and roonlination with the work of others. Fax: (503) 656-9894 Clackamas, Oregon 970ue Approval does notrellevesupplierorsnbcontractorDIresponslblty 7 •MON ( ) 9 fnr errors, omissions, or noncompliance with the contract .` ✓q �. documents. It N 11,�� w• Approved [� Approved as noted I '90 C. CQNt��. Revi' nd meubmit By:. Ao1 Dare: '' / 3 'c EXPIRES: I 31, I t 1 • 0• ALL ROUGH OPENINGS, FRAME SIZES AND DIMENSION REFERENCES CONTAINED ON THIS DRAWING MUST BE CONFIRMED ON SITE PRIOR TO FABRICATION. ALL CONDITIONS SHOWN ARE BASED ON INFO FROM ARCHITECTURAL DRAWINGS AND MUST BE FIELD VERIFIED. • . ® 4 14 I I I I 1 I I f I I I I I SL -H1 I 4 --- - --_ - — _-- -- - ---- p I ► ► I 1 0_ i I • No F 4 , . , . 0,_ f I I I i 64 TT J I re, I I 1 I I I I ------- _ — — — — — — — — ------- o 1/44 _ , 4 P 7 0-__ - N _ I I I UT 7C I I I I 1 I I I 10 . 40 40 . (1, 0 I 71 70 V) -- T I- 0 _ 0 m �01" O S- V O zc G p` _ 4y _.p I ... cow ° .... ,,: CI ° 7 O B P 1 v BUILDING 10 1 .. TRUE TRUE NORTH DESIGN r- Immil 0_ co z Oil) O GROUP INC. CO ER Cnn . Exterior Upgrades WILLAMETTE GLASS, INC. rt 2290 King Albert Avenue N 16600 S.W. 72nd Avenue Commercial Glass and Metal Magic Coquitlam, B.C., Canada vsa 1z5 CD �, u z Phone:604.524.6580 Portland, OR, Office: (503) 655-2630 15927 Southeast 122nd Avenue Toll Free Fax:1.887.725.1679 : 2 °_ s Fax: (503) 656-9894 Clackamas, Oregon 97015 . , . , , ALL ROUGH OPENINGS, FRAME SIZES AND DIMENSION REFERENCES CONTAINED ON THIS DRAWING MUST BE CONFIRMED ON SITE PRIOR TO FABRICATION. ALL CONDITIONS SHOWN ARE BASED ON INFO FROM ARCHITECTURAL DRAWINGS AND MUST BE FIELD VERIFIED. ,t , ti i . . 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G �� �, ti .1 ...., ;‘....,1 I s, kr *,,,, .. ,—0' - ti\ '"'ill 4"16 M- -I n o y l� TRUE NORTH DESIGN„, I I I 0 : 1 — . Q7 .,Q�■�■p■e ® Exterior Upgrades GROUP INC. is' _ z T a? a ° �'■ '■ ��� 2290 King Albert Avenue 6600 72nd Avenue Commercial Glass and Metal Magic �,_, H �''' � Coquitlam, B.C.,Canada V3J 1Z5 , CD N Z Phone:604.524.6580 8 ~ Portland OR. (503) � = a Office: 503 655-2630 15927 Southeast 122nd Avenue . � 9 Toll Free Fax: 1.8$7.725.1679 Fax: (503) 656-9894 Clackamas, Oregon 97015 Z N V r ~ 0 co NOTE: W U � o __ CONFIRM ALL. ROUGH OPENINGS ON SITE PRIOR Z Q 'C cNco TO FRAME FA�RIGATIOH AND THE ORDERING I vin oo LA OF CLASS D hI • L W N (Q CL U- 0 : N -. 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