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Plans a B 'UP2013 - 00092 SIT2013 - 00020 R 2 4 2013JIGARO g � � °NJO 1.:1A T;YO - Qq co "� 4 MITTAL f ® ( aQ CL a� g 0W 00 • � -A � 0 Client s Tenant r hISiteIndex CITYOFTIGARD • LEGAL DESCRIPTION: T1.0 TITLE SHEET Approved... ltE.PlRE..Y, • LaCie GROUP MACKENZIE T1.1 CODE ANALYSIS . . ""..».... � Cond�t�onally Approved...,,,.„,„ , 22985 NW EVERGREEN PKWY RIVEREAST CENTERr u. HILLSBORO, OR 97124 1515 WATER AVENUE SUITE 100 BUILDING ADDRESS: 7555 SW TECH CENTER DRIVE C2.0 EXISTING CONDITIONS Seee'Letter to:Follow..„i.............[ , C2.1 SITE PLAN Pet��rttached.,,,t ,,,*, ., � PHONE: (503) 844-4537 PORTLAND, OR. 97214 C2,2 GRADING/UTILITY PLAN FAX: (503) 844-4697 PHONE. (503) 224.9560 C2.3 EROSION CONTROL PLAN Addre _ CONTACT: MELISSA CAHILL FAX: (503) 228.1285 �X:« Date: ( ` E-MAIL: MCAHILL@LACIE.COM CONTACT: ERICA JANKOWSKI C8.1 CIVIL DETAILS E-MAIL: EJANKOWSKI@GRPMACK.COM C8.2 CIVIL DETAILS L2.1 LANDSCAPE PLAN m L8.1 IRRIGATION DETAILS ` L8.2 PLANTING DETAILS f Owner A2.0 OVERALL FLOOR PLAN StructuralEngineer v A2.1 OFFICE DEMOLITION PLAN A2.2 ENLARGED OFFICE PLAN t SUMMIT PROPERTIES GROUP MACKENZIE A2.3 OFFICE FINISH PLAN c Project A2.4 ENLARGED TRUCK DOCK PLAN 'I 1 L l NA W 5550 SW MACADAM AVENUE RIVEREAST CENTER A2.5 ROOF PLAN t ' I P W SUITE 205 1515 WATER AVENUE SUITE 100 fi r PORTLAND OR 97239 PORTLAND, OR. 97214 A3.1 DEMOLITION ELEVATIONS A3.2 DEMOLITION ELEVATIONS PHONE: (503) 227-5663 PHONE: (503) 224.9560 A3. SOUTH AND EAST ELEVATIONS FAX: (503) 227-5660 FAX: (503) 228.1285 U L IONS I A3.4 NORTH AND WEST ELEVATIONS ; CONTACT: YOSHIO KUROSAKI CONTACT: JOSH McDOWELL -� 1� 7 H CENTER DF E-MAIL: KURO@SUMMITPROPERTIESINC.COM E-MAIL: JMCDOWELL@GRPMACK.COM A3.5 GLAZING ELEVATIONS ® - • �. - �� A5.1 ENLARGED RESTROOM PLANS 1. r - A5.2 ENLARGED RESTROOM/CABINETRY PLANS A6.1 OVERALL OFFICE CEILING PLAN ' ' ~ A6.2 OFFICE CEILING PLANS a A7.1 STAIR ONE PLANS AND SECTIONS ueneral ntr r Iv�I n A7.2 STAIR TWO PLANS AND SECTIONS2992 A7.3 STAIR DETAILS ROBERT C. THOMPSON' �1 A8.1 EXTERIOR DETAILS ..:. r PERLO CONSTRUCTION GROUP MACKENZIE A8.2 EXTERIOR DETAILS �V BCH CBM DRIVE RIVEREAST CENTER A8.3 WALL DETAILS PORTUND,OREGON 16101 SW 72nd AVE, SUITE 200 1515 WATER AVENUE, SUITE 100 A8.4 INTERIOR DETAILS PORTLAND, OR 97224 PORTLAND, OR. 97214 A8.5 GLAZING DETAILS �"i (��► PHONE: (503) 624-2090 PHONE: (503) 224.9560 A8.6 INTERIOR DETAILS FAX: (503) 639-4134 FAX: (503) 228.1285 A8.7 CEILING DETAILS . CONTACT: DEVIN KOOPMAN CONTACT: BRENT NIELSEN A9.1 DOOR AND ROOM SCHEDULES Pr! Site GROUP MACKENZIE 2013 E-MAIL: DKOOPMAN@PERLO.BIZ E-MAIL: BNIELSEN@GRPMACK.COM A9,2 SPECIFICATIONS NOT TO SCALE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CITY TIG�r GROUP MACKENZIE AND ARE NOT TO BE 51.0 GENERAL STRUCTURAL NOTES Approved*..,.,.,, , ,R,�„��,��,,,,�,�,�„[�� USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 51.1 DETAILS Conditionally Approved.......""",( ] S2.1 TRUCK DOCK FOUNDATION PLAN See Letter to:Follow.......,..........[ REVISIONS: Attached S2 2 MEZZANINE PLANS ""`�`......... Permit Number: Cwt ; o SURVENIROR Landscauw&e Architect ._ Q S3.1 ELEVATIONS cnw. REVISIONS REVISION DELTA Ad .� THIS CLOSING DATE S3.2 ELEVATIONS f;�}: Dater Ems- Wo SHEET NORTHWEST SURVEYING INC GROUP MACKENZIE S8.1 DETAILS � v5 k' Ali j Y E. Vancouver Approved plans 1815 NW 169TH PL SUITE 2090 RIVEREAST CENTERs:' � BEAVERTON OR 97006 1515 WATER AVENUE, SUITE 100 �Y � shall be on job site. � PHONE: 503 848--2127 PORTLAND, OR. 97214 4.. /\ 'ri's.:. _ ,rr2 :r a irpi z.fi"••,. PHONE: (503) 224.9560 CONTACT: SCOTT FIELD E-MAIL: scott@nwsrvy.com FAX. (503) 228.1285 Air rt %IDly„ 3jz CONTACT: ROBIN LAUGHLIN R° E-MAIL: RLAUGHLIN@GRPMACK.COM ao Portland AL s4 SHEET TITLE: 405 APPROVED PLANS INCLUDE UN-ATTACIIEY31 26 _ SPECIFICATION BOOK ME �� EET ,w I '�� CTURAL CALCS GEOTECH RF PORT 10 MISC DOCUMENTS 217 ,. 9 OFFICE COP arW y. 224 99 212 DRAWN BY: ELJ Tualan Lek® CHECKED BY: RCT CNack as SHEET: , Vicinity o �hge ID 13 NVA I om" MENININ B F E OHM02h, I t U NOT TO SCALE JOB No. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-!T1-0.G11WG SM 04/15/13 10:54 1:1.00 BUILDING CODE z BASED ON THE 2010 OREGON STRUCTURAL SPECIALTY CODE 11V a GENERAL CODE ANALYSIS p� '1 t E f•' s r f g r Y t • � 0 30 3i� Ld < n� . f ^, . . � � K ., [ >< . .n .� _ _ ,. .. •,, . ti ,. . . . r. 2 HR IR RATING. BUILDING HAS 5 CONCRETE TIL W CONSTRUCTION -TYPE. Ill—B PER TABLE 721.2.1.1 A 5 THICK CONCRETE WALL HAS A FIRE � CONS RUC 0 Y a• . F/exl ONESTORY g \ \ YFIRE PROTECTION: FULLY SPRINKLE>RED THROUGHOUT OCCUPANCY. S-1 WAREHOUSE F-1 LIGHT MANUFACTURING B OFFICE \ \ f THE BUILDING AREA HAS BEEN CALCULATED BASED ON NON SEPARATED USES (SECTION 507.7). � 3l'iFGa'.-2 - � � [ice \ \ \ CHAP.3 1.1 1004:11 10142 EJC 1 .2.1 101 Vad w/a/.T.MO* TRAVEL EX !V EX ,8 © ` ) LOAD FLOOR ANT � T1�i0 : �\ \ VT�i F'A11"i PATH EJU1' )WANCE TRAVEL FACTOR LOA[) STH I FACTOR J O p O C < .. TV,tom. _., .- .: •. _. ... .. .,. .... v.. c... R r:- .. .:... ,o.' G. .. /,-,-: :xw ,nt:- FM FLOOR ° 1 ,Y g'ggy y c < , •3 v- .[s. cif, P.. -` :� > 'd ,�: #w ,n• s;- t=.``� �. ext: .>_ � ��M== r. €: - S > :� ,: ' .a� :,.;, '� .,, .:' �; rn: s:•=:� ."a ,: �# .sem ,> M:; x,.� �Y e a'k`r' . ff » ! }7 } » 7 » 7 n 7 it \ xuF: u STORAGE S-1 500 31 040 SF 62 2 13 192 100 —0 N A* 86 —10 100 —0 250 —0 165 —0 2 6 \ e'��¢a<, '�:, m,f �-". .i w+^x. » !/ f 77 7 f! 1 }? 7— i/ }— J/ �t'1 PRODUCTION F-1 100 %, p953 SF 60 .2 12 192 100 —0 N A* 361-2 56 —0 250 0 80 0 2 4 „ o \ \ \ F-1 100 2 9 SF 29 .2 6 192 100 _01), N A* 39 —4 116 —0 250 —0 157 —0 1 4 � REPAIR 02 � m • �a # i& \ \ ti: ` � OFFICE+ B 100 8 881 SF 89 .2 18 128 100 --0 54 --0 47 —6 75 —0 300 —0 155 —0 �. ® CU�q �p 4 M airy C4 Cq MEZZANWE o..� >�"?'.:'>o� �<' ll ff 1 Il } !7 } fl 7 }} 7 9f } J! � �a £ \ \ \ s = B 100 2 594 SF 26 .2 6 64 10Q —0 38 --0 25 —10 68 —0 300 —0 120 —0 1 2 a \ r OFFICE 00 151o370 SF 266 45 If 384 COMMON PATH NON—EXISTANT; ALL LOCATIONS HAVE CHOICE OF TWO DIRECTIONS + INCLUDES 745 SF BREAK ROOM. PER SECTION 303.1, EXCEPTION 3, THIS SPACE IS CONSIDERED B OCCUPANCY \ \ \ \ _ ALLOWABLE AREA FIRE PROTECTION SYSTEMS (CHPT 9) \ \ K NT REQUIRED FIRE CODE TABLE 2306.2 ALl.�� FLS : x'1,000 PER�. TWO STORIES ALLOWED SMO EVE S Q ( } ) SEE SHEET A2.5 FOR ADDITIONAL INFORMATION SEE ALLOWABLE AREA CALCULATIONS BASED ON F-1 OCCUPANCY DRAFT CURTAINS NOT REQUIRED FIRE CODE ® \ \ h s TABLE 2306.2 ' FL 776 : iy 59 4 �, t .�;�� .q, FIESPRINKLER SYSTEM FULLY SPRINKLERED • \ \ \ TOTAL BUILDING AFEA:5t370 8F \�� 3 R FIRE PROTECTION SYSTEMS CHP7 9 \ \ ALLOWABLE cAL +►T \ \ - ( PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED -=\ \ THROUGHOUT OSSC 906.1 \ \ \ ( ) F--1 OCCUPANCY � TYPE III--B CONSTRUCTION. QUICK RESPONSE SPRINKLER HEADS WILL BE PROVIDED IN \ \ Y r Aa—At + (At*It) + (At*Is) OFFICE AREA. PER IFC SECTION 906.1.1, EXCEPTION, \�.�� \ = a=1 +9 + 0 F \ \ \ - ;; _;,, Aa 12,000 + (12,000*0.75) + (12,000*3) A 2,000 ,000 24,0 0 FIRE EXTINGUISHERS ARE NOT REQUIRED IN B OCCUPANCIES \ Aa 57,000 5F WHERE QUICK—RESPONSE HEADS ARE PROVIDED. FIRE \ \ \ * W 30 IN 50 FT YARDS ON ALL SIDES If— {F/P--0.25) { / ) M EXTINGUISHERS ARE PROVIDED IN MANUFACTURING AND .:. h; t. s,. y A Ph a, �� %P� ':Yv: ,5 :.:[ ,o>� +.,. .. .&.,. - -<+ '>. dc•'it -{.:: , Y ..r. Y .�{.. .'' .,.:. f-€ r,S .. _.. n . __ r ., ,�. Y r 4 -�' .- F ., :: �>, e.•.� , ,, - .._ �. � 0.25 30 30 -- .75 ,. .� �, .� :,- ,. .. a � . I If 901 901 STORAGE AREAS F & S OCC PER FIRE GODS 906.3. \: ^ s. .. fX-.N^ ..-,-r,- �. .e2� dna `�s.. ,.� 9 �, ,v.� . ) / ) ./.. 'i ::yr rY: L4 J., ,t. F... oa. ( / � . £�. .tea, �;�:: �.� ,,. S ORAG A S { ) fl <z «�-� •.s� F„"''� xu– ,.-w: <'�ss� 4s't :=nt �r� s:al., �.,,5 � ,. yrs=' sY, a >r ` Project - \ \ FIRE ALARM AND DETECTION SYSTEMS REQUIRED. (OSSC 907) — FULLY Y SP N K LCi NA Is-~ 3 (BUILDING IS L Ri LERED) — MANUAL FIRE ALARM BOXES NOT REQUIRED WHERE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER IMPROVEMENT ® \ ® ,ryi� :;�,_: ,�, b^?,"�'. a'� d”.Ati ��,., "T,:. � 'A ��. ? _ � s �r ®\ \ \ 4 .:_ AND ALARM NOTIFICATION APPLIANCE WILL ..:.^ \ SYSTEM N H y: \ i' ACTIVATE UPON SPRINKLER WATER FLOW (OSSC 907) \ 4 FIRE SPRINKLER SYSTEM TO BE ELECTRONICALLY SUPERVISED MIN\ -`� I f tt APPROVED OFF-SITE TE EN TRAL STATION IFC 903.4 \ \ \ BY AN A PRO ED 0 F SI G 5 { ) \ \ \ ��. �f . �,_ .��.> 7 �l TCM R [?A \ \> S \ \ i MARDI OR MEANS OF EGRESS _ R \ \ \ # SHA a M A \ \ \ \ \ iY>,• \ \ Elm- �_ � M C ILLUMINATION TSI 1011- EST SKM PROVIDE MEANS OF EGRESS ILLUMINATION AT A MINIMUM OF _ PROVIDE EXIT SIGNAGE TO MEET SECTION 1011.1 2992 ' — R C. THOMPSON ONE FOOT—CANDLE AT PATH OF EGRESS TO MEET SECTION 1006. 00E T C 1 SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION } if y S K> .. .. .. :...,,. :.. .i ._.: ,,.p• ... ,._. t. 9.' .,--rt. x'> .... _ .'.,'r•-9. »>w'. t._.. .9. :" _ q^v'. r FF :� Y EXTEND TO 5Y-O" OUTSIDE EGRESS DOOR S. s Y - ,:.. ..,., L ,. .. ,r. t... .,- .>.. ,. - .. ^.. >,^:, .tea.. .<.... '"s:: :.• .. £.. } ''ta'ry ka% '1"iON 1012- i°�AAN L.S + Tit` -°C�! £ z }� \ — R LIGHTING REQUIRED THROUGHOUT PER AFM ,�� ,, �\ \ �r;;'�= � �� r � � EMERGENCY POWE I , \ I � Q P�1�ND OREGON .,.�. iF �r g ur= OSSC 1006.2 OF 010 �i � IDE GUARDS PROVIDED DED MEET r I i t r #F HANDRAILS PROVIDED TO MEET SECTION 1012 ® --EMERGENCY POWER FOR MINIMUM 90 MINUTES. I= -. (BATTERY BACK—UP) SEE A7.1--7.3 FOR DETAILS w —AVERAGE INITIAL ILLUMINATION OF 1 FOOT— GROUP MACKENZIE 2013 CANDLE (11 LUX) © ALL RIGHTS RESERVED r —MINIMUM ILLUMINATION AT ANY POINT OF 0.1 THESE DRAWINGS ARE THE PROPERTY OF FOOT—CANDLE (1 LUX) ALL SPACES EXIT DIRECTLY TO THE EXTERIOR, THROUGH AN ENTRY GROUP MACKENZIE AND ARE NOT TO BE FOYER OR THROUGH AN INTERVENING ROOM SECTION 1014.2 USED OR REPRODUCED IN ANY MANNER, —MAXIMUM TO MINIMUM UNIFORMITY RATIO OF { ) WITHOUT PRIOR WRITTEN PERMISSION 40 TO 1, MAXIMUM 101 A ® —SEE FLOOR PLANS FOR PATH "ISN 101 — EXIT ACE T�A1L ANS REVISIONS: E A'NALYSIS 'anA ' " --PER SECTION 1016.1, EXCEPTION 4 STAIRS ARE ALLOWED TO REMAIN V)J THIS SIONS CLOSING DATE DELTAREVISION GATES, AND T1I �g ul o SHEET UNENCLOSED. SEE CHART FOR TRAVEL DISTANCE INFORMATION RATED, SIZED AND HARDWARE PROVIDED TO MEET SECTION 1008 — SEE INDIVIDUAL FLOOR PLANS AND SPECIFICATIONS. 1020- EMS L E u"END SECTION — grA WAYS COMPONENTS AND OPENINGS ARE SHOWN ON THIS SHEET, INDIVIDUAL FLOOR PLANS, AND IN THE SPECIFICATIONS MAX TRAVEL PATH —RISE, RUN, LANDING AND ALL OTHER COMPONENTS OF STAIR TO B OCCUPANCY ! MEET 1009. SEE INDIVIDUAL FLOOR PLANS AND SPECIFICATIONS � 1027- E —————-- COMMON PATH w STAIR WIDTH NOT LESS THAN 44" OR AS SPECIFIED BY 1005.1. Y " 26 OCCS ON 2ND FLOOR 2 STAIRS = 13 OCCS PER STAIR ALL EXITS DISCHARGE AT THE GROUND LEVEL — SEE SITE PLANS I # . I 13x0 3 = 4'*. — STAIRS TO BE MIN 44 WIDE, SEE ` j 44" EGRESS PATH ., r » � l l ," • ., SHEET TITLE. INDIVIDUAL PLANS FOR ADDITIONAL INFORMATION \ S-1 OCCUPANCY — — — FIRE EXTINGUISHER LOCATIONANALYSIS CODE � ,3Y: ,yl•, LIGHTED EXIT SIGN LOCATION „ t r ' � � , PLUMBINGA0'88 'aL. 2902.1) EXIT LOCATION F-1 OCCUPANCY L LOAD WATER CLOSETS LAVATORIES USE AREA FACTOR OCCUPANTS MEN WOMEN MEN WOMEN REQUIRED: 3 3 2 2 N'E R A L "NO ",%ip T E Z032' GEL OFFICE 11,475 S.F. 200 57 PROVIDED: 8* 7** 4 5J DRAWN BY: ELJ STORAGE 31,040 S.F. 5000 7 BASED ON (69) F OCCUPANTS (MOST RESTRICTIVE) A. SEE INDIVIDUAL FLOOR PLANS FOR ADDITIONAL INFORMATION PROD REPAIR 8,855 S.F. 2000 5 CHECKED BY: RCT r STRUCTURAL SPECIALTY CODE A I� I ®' MEZ Z / .� * INCLUDES (4) URINALS PER OSSC 2901 AND B. THIS ANALYSIS WAS BASED ON THE 2010 OREGON STRU U SHEET: C. AUTOMATIC SPRINKLER SYSTEMS BY DEFFERRED SUBMITTAL TOTAL; 69 (1) UNISEX RESTROOM. v 1/16»=1'�-0►, D. SEE ELECTRICAL DRAWINGS FOR EXIT LIGHTING. ** INCLUDES {2) UNISEX RESTROOMS E. ALL RATED WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE. NOTE: F. SEE PLANS AND DETAILS FOR PARTITION TYPE AND CONSTRUCTION. 1) ROOM TYPE DESIGNATIONS ARE PER ROOM FOR PLUMBING CALCULATIONS AND DO NOT REFLECT OVERALL G. EXTERIOR DOORS TO INCLUDE EGRESS HARDWARE PER CHAPTER 10. OCCUPANCY DETERMINATION. 2) 2902.3.2 STATES THAT UNISEX RESTROOMS MAY BE PROVIDED IN SATISFYING THE TOTAL NUMBER OF REQUIRED FIXTURES 3)PROVIDE PERMANENT SIGNS THAT IDENTIFY ROOMS AND SPACES TO COMPLY WITH OSSC SECTION I t4 lil 1108.4.12.2. AND 1109.15.5 r------ JaB No. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079—!T1-1,OWG EW 04/23/13 09:22 1:192.00 C9 O N LOT 350 � `� � LEGEND N �4 a d (o ° TAX LOT 2100 > @ �[ MAP 2S--1-0 DC FIRE HYDRANT GAS METER CO 0, L W WATER METER ® POWER VAULT v a, x r WAT : . WATER VALVE D4 ELECTRICAL METER EL0 POWER BOX IRV � : r > (5 IRRIGATION CONTROL VALVE pd O N �- @0 IRRIGATION CONTROL BOX p POWER TRANSFORMER R N 3 :TI�X Lfl11100.-, ' a� AREA LIGHT � =MAP 2 �1 �.01 CLEAN OUT "M a,. W 0000 �S�✓ MAILBOX 1I TELEPHONE VAULT I� z m ^ d_1* O LOT 36 SIGN �" TELEPHONE JUNCTION BOX 'n w °� g O � oo ROOF DOWN SPOUT o� BOLLARD TAX LOT 2000 MAP 2S-1-01DC LYNCH STYLE CATCH BASIN ® _ . PROPERTY CORNER MONUMENT 0Q- °� °q ® �' WITH RIM ELEVATION LSA QD 10 RIGHT-OF-WAY LINE ROLLING HILLS NO. 2 _ : PROPERTY LINE a W 0 0a _J � to LOT 39 LOT 37 LOT 38 CENTERLINE ,----- . R Ce CURB TAX LOT 1900 TAX LOT 1800 TAX LOT 1700 MAP 2S-1-01 DC MAP 2S-1-01 DC MAP 2S-1-01 DC EXTRUDED CURB EDGE OF PAVEMENT N ® FENCE LINE : . S88°30'24"E .�.� - _ — — — — — — — — — — — — — — _ 321.15 GRAVEL EDGE _ - C N C R E r' POWER LINE . _ � RETAINING N N , 3 G WALL w1rH CYCLONE FENCE & BARBED w�RE TELEPHONE LINE _. w- _ _ - .... t ON TOP GAS LINE -- — ___- —GAS— __,_ r.. —GAS— GAT GAS--- � -� I GAT .�. : I ASPHALT POST WATER LINE -- -- -- —WAT— --- -- —WAT- ASPHALT W t A P LT 1 AS H ..' . . MECHANICAL GRAVEL ROOM ' [ e STAIRS - -� (167.31'} TBM MA MAIL z : [ i BAY DOOR BAY D00 EV: 173.16 Ds FA bh, [ D5 S DS rn •. Pro e Ct I FF 1 1.96 �= :. I 7 MAN DOOR L.�tQe TENANT ,MAN,DOOR �' Lu IMPROVEMENT - 1 T 1 [ LO ATE GATE _ TECH CENTER BUSINESS PARK I POST POST 7 SW TECH CENTER DF LOT 2 uJ `T ®, OR w TECH CENTER BUSINESS PARK TAX LOT 4500 MAP 2 S1 0 DC CD TAX LOT 4601 1 o co Qo MAP 2S-1-01 DC 1> Q rn NAINk [`e 5.01 ACRES ± 7555 SW TECH CEN TER DRIVE l� NOTES Q t': I CONCRETE TILT—UP BUILDING o CJ j LO 1. FIELD WORK WAS COMPLETED ON FEBRUARY 12, 2013. 1 V) N 2. ELEVATIONS AND CONTOURS SHOWN ON THIS MAP ARE BASED ON A WASHINGTON COUNTY GPS POINT I cLima in GC40-WB15. THE BENCH MARK IS A 2" BRASS CAP STAMPED "EAGLE GPS SURVEY CORP. STATION WB15 2000", GRAVEL AND IS LOCATED IN THE TOP OF THE SOUTHERLY CURB ON SW HUNZIKER ROAD APPROXIMATELY 210 FEET EAST 1 ASPHALT 1 OF THE CENTERLINE MEDIAN OF SW HALL BLVD. THE BRASS DISK HAS AN ELEVATION OF 181.44 FEET ON THE 1 CONC. %J w* NGVD 1929 DATUM. TAX�0T•=710'0 RETAINING _ I ® WALL •M'AP -1=�Q� - GROUP MACKENZIE 2013 NT R 2 _ ANY EASEMENTS S 0 :�• , PROPERTY. IT !S UNKNOWN IF THERE AREA ESE E 171.99 o Q REPORT WAS PROVIDED FOR THE I ROPE FF � 3. NO TITLE 1- o o a ALL RIGHTS RESERVED OTHER ENCUMBRANCES, THESE DRAWINGS ARE THE PROPERTY OF i v MAN DOOR m VERTICAL 4" GROUP MACKENZIE AND ARE NOT TO BE GATE PIPES 4. STRIPING SHOWN WAS RECENTLY PAINTED. FADED STRIPING IN THE REMAINDER OF THE PARKING LOT IS NOT USED OR REPRODUCED IN ANY MANNER, i SHOWN. WITHOUT PRIOR WRITTEN PERMISSION I STATEMENT REVISIONS: . TY S TEME UTILITY 9 T PO DRAWING G NO.: 90 0 [ } I z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING a SCALE: AS NOTED N a REVISIONS REVISION DELTA 1 � �~ MAN DOOR Ds i DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL ww THIS CLOSING DATE i ASPHALT ( SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT DRAWING GENERATED BY LD2004 ao SHEET FF=17 . 8 MAN DOOR �� I THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY [ GATE MAN DOOR DRAWN BY: SFF / I THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS may. NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. CHECKED BY: CHS °s AN OOR ST • S M D I 1 ST • � �� TFR P'REP'ARED FOR: w= � = STAIRS - --�7 i --�--- \ 6 GROUP MACKENZIE I 1515 SE WATER AVENUE #100 iRv ADA A KINL'" ( PORTLAND, GRAVEL s ~ .�'. I PH: 503 0 224-9560 4 (� g Q I /�/ \ 6 i'.. ., _ FAX: 503 228-1285 6 PINE i ice REVISIONS: SHEET TITLE. , �. d INITIAL RELEASE; FEB. 14, 2013 6 CYCLONE F RBED WERE ��.:: �.�._.�;�,. � I EXISTING ON M 1F/NS 6 �/ ASPHALT �� I 1 I LAN G NAIL ��a I f ELEV: 16 .70 I � WAT I I •Q I ST I WA a I I R IR I T D4 (163.08') I s6--- { ° �� M DRAWN BY: BDN N8619 37 W ° a 6 o ,. .. - CHECKED BY: MWB UGP- ' P rO_4 s ' H _ SHEET. L-98.89 .4� ST ST1T ST ST _ R=125.00 R=141.55' I JOB NUMBER T � �NSW � gag CENTERGRAPHIC SCALE I� 30 0 is 30 60 120 SHEET WAMI 1 OF 1 ( IN FEET ) = JOB N 0. 30 c f t. _ 1 in h EXI`wTIN N ITI N2130079.00 UJI se C2.0 BUILDING PERMIT SUBMITAL - 4/23/'13 213007900\CML\079-C2-•O.DWG BDN 04/22/13 17:38 1:30 21.56' EX. SETBACK RECEIVEV 25 " OJC,,- ` ^:: { a s ,lili € ti • i`f2.s3i/ 4f r Y`i ; f 19 ca co oo s Sao 120 All� 1 � 2013VAt# � G T � ®� .0�° 19 ft0y :D� MYOFTIGARD x BUILDING DfVISION w too w 4 IN FEET II # 1 inch = 30 #t. • 6 rn 2s ! # TYP, 10 Sp 9' gas 9 KEYNOTES 0- 32.3'± V 9 SP � �F 27' 7 177} �-81 T4;5t 1, REINSTALL MAILBOX ON NEW 4"x4" PT WOOD SUPPORT, VERIFY 4' CLEARANCE, MIN. > t6 7 N LE MOU TAB TRASH 2. PAINTED PARKING STALL STRIPE, 4 WHITE 0 CURB ... ._ 26 18. . .C%qstt.1% 17 7 00 ` CARDB# A :_3 I N 3. 6' CONCRETE SIDEWALK PER DETAIL 6/C8.1 > r- 7 `Y f-w��- -y � w :.25 s 4. ADA ACCESSIBLE CURB RAMP, SEE DETAIL 11/C8.1 --t t _ r' , � ` 5. ADA COMPLIANT PARKING STALL. INSTALL VAN-ACCESSIBLE • � 27 ::: -� �2a- ', ; SIGNING WHERE NOTED BY "VAN" ON PLAN, SEE DETAIL 8/C8.1 Lu MOUNTABLE ._ . . . - - IRAN ..:..... . .... ... j CURB : ' :°t ? �"' f f f f l 1 6. INSTALL PRECAST CURB STOP 3' FROM FRONT OF PARKING STALL, TYP. SEE DETAIL 3/C8.1 '� 0 Za 1$ ,: . I �. 21 7. SAWCUT PAVEMENT 1 MIN. FROM EDGE OF PAVEMENT, OR 3 MIN. FROM 1 . - FACE OF NEW CURB, WHICHEVER IS GREATER, SEE DETAIL 5/C8.1 0 00 25 f t 25 8. 2 CURB BREAK WITH 3x1 CONCRETE SPLASH PAD, SEE DETAIL 3/C8.1 # 2 ( 9. INSTALL (2) BOLLARDS BEHIND NEW CURB TO PROTECT Client � : • iI• r-' EXISTING FIRE HYDRANT TO REMAIN. SEE DETAIL 15/C$.1 EXISTING GRAVEL °� _ � 10. INSTALL WATER QUALITY CATCH BASIN AT EXISTING CATCH BASIN LO [ g C) LOCATION 0) ., < 11. PROTECT EXISTING SIDEWALK TO REMAIN. . , EXISTING BUILDING F �` 12. TRUCK DOCK RETAINING WALL, SEE ARCH PLANS 0048 -a � � 9.94 t 1 13. PEDESTRIAN CROSSWALK STRIPING, PAINTED 1 WHITE, EX.#SETBACK MIN, SPACING 6 FT. TYP. 25 ' 14 ' � 5 CONCRETE SIDEWALK PER DETAIL 6/C8.1 15. 1,108 SF VEGETATED WATER QUALITY SWALE _OK 21 - � f sETANING 16. PROTECT EXISTING EXTRUDED CURB TO REMAIN cp; ', 17. CONCRETE STAIRS WITH HANDRAIL, SEE DETAIL 14/C8.1 T . 25 f ''' = • u� J7NMA 18. CONSTRUCT NEW AC PAVING, REMOVE CURB AND LANDSCAPING AS NEEDED I = 19. PROTECT EXISTING WALL TO REMAIN t 25 w 20. INSTALL NEW TERMINAL FENCE POST AT END OF NEW CURB, MATCH EX. FENCE. 18 : : REMOVE EXISTING FENCE NORTH OF POST INCLUDING GATE. � . . . . . . . .} � ate. 25 22 E • 21. 4' CONCRETE SIDEWALK LANDING AT EXIT DOOR. Project SAN �? •, ,� a SAN ISG-; ''' 22. PROTECT EXISTING CONCRETE STAIRS TO REMAIN fq m ...aCie TENANT fMFROVMNTTYP. OF 7 23, SIDEWALK RAMP IN PARKING ISLAND, SEE DETAIL 13/C8.1 1 . y ' 4 s -SIA DOOR - ,9• � -, 24. REMOVE EXISTING SIGN Ar A? 25. REMOVE EXISTING PAVEMENT OR GRAVEL SURFACING THEN EXCAVATE AND BACKFILL ' 18gr �� '"" -=� - r 16 • WITH TOPSOIL IN LANDSCAPE ISLAND AREA, SEE LANDSCAPE PLANS FOR fi '� `�- .� .• , r = PLANTING DETAILS AND TOPSOIL DEPTH REQUIREMENTS. 750 SW IECH CMER DR N •_ OR 26. BIKE RACKS MOUNTED ON CONCRETE PAa, 5 RACKS PROVIDING 1Q SPACES. SEE DETAIL <3 C8.1 Tom, _-- - - -- ---- t R 27. CARPOOL PARKING DESIGNATION, 12" HIGH WHITE PAINTED LETTERING TO READ "CARPOOL» + ..16.23 �.. i r : •. • . . , .�. . . . . .�• � 4 � � ss 20 :�- 28. TRASH AND RECYCLING COMPACTORS (OFCI). INSTALL BOLLARDS 12 FROM COMPACTOR PER 7 F ,� �..�..�.,_..,.,�^...•...�.-.��---,�•r ,.�. �........,._.., �. :�: : �. .�s. . •: .��.; � • - DETAIL 15/C 8.1. 25 SEE DETAIL 2/C2.1 FOR - ..-- .. ._. _._. ..... . ENLARGED ENTRY PLANL 13LEGEND: TYP. QE 5 18 23.4 10 27 EXISTINQ PROPOSED -9 ox t CONCRETE CURB PER 1/C8.1 .� _ �. " 10 MOUNTABLE CONCRETE CURB PER 2/C8.1 "` `� .H d d d d dBO ' r - f . •` b 23 EX R6ES. 3Q 13 • - � ( �-. :.��...._.-�.�.y:.�,:.�,.,� � •� }` FENCE �. ,��... ... , ~T� ( "T AA - ''•.a_a--y.c„.,y-yx;y� »3 .`F.^'.5*.Asr.T'-• "rf i_ !. ' 16 EDGE OF GRAVEL GROUP MACKENZIE 2013 61 6 3 ALL RIGHTS RESERVED TYP. _ -- •"' • . THESE DRAWINGS ARE TNI~ PROPERTY OF '� "' LIGHT DUTY ASPHALT PAVING GROUP MACKENZIE AND ARE NOT TO BE SEE DETAIL 7/C8.1 -� --- USED OR REPRODUCED IN ANY MANNER, - / . . . . WITHOUT PRIOR WRITTEN PERMISSION 242,1' 1.1 � 31.4' 32.6'� ' � 5 HEAVY DUTY ASPHALT PAVING � � EX, D/W � �� ,...... REVISIONS: 37.3' SW TECH b Cn H X EX. D/W SEE DETAIL 7 C8.1 � � MATCH E / EX, D DR 0 CURB AT I 36'± REVISIONS REVISION DELTA THIS CLOSING DATE EX. PAVING CONCRETE PAVING OR SIDEWALK • . . ". �. o wn SHEET 4 l _ S I.��. �. �-� _ .,. 1 X IN PROGRESS CATCH BASIN LUMINAIRE y SITE �2.1SCALE: 1" 30' LOADING DOORS (DOCK AND DRIVE-UP) - tSITE COVEAGE DATA 'iww...cjs.`+•...+r,..;cc• r 'r e,...v. Y U) 54.29' E�ISTIN!2 QQNPITION FINAL. !Q!QNDIIIrON j 11 PAVED AREA, 67,996 SF (1.56 AC) 71,103 SF (1.63 AC) SHEET TITLE: A QGENERAS. N OTEMn { o ,p 4 p '„~ 5' SIDEWALK AREA: W PLAN # { 832 SF (0.02 AC} 2,054 SF {0.05 AC) E 3 ZF 5 TYp, 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF TIGARD, BUILDING FOOTPRINT: 48,812 SF 1 12 AC) 48 812 SF 1 1 16' '�, CLEAN WATER SERVICES (CWS), AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC ( . ( . 2 A0� a= 4 17 C WORKS CONSTRUCTION' IMPERVIOUS AREA: 117,640 SF (2.70 AC) 121,969 SF (2.80 AC) (56,07) 5 RISERS a 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW K Tr A 14 FLUSH W H AC REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. ' THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, GRAVEL AREA. 38,517 SF (0.88 AC) 32,806 SF (0.75 AC.} (15.07o)a� r'' , . t p SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT, ALL LOCATIONS FOR WORK SHALL BE CHECKED 5. 5.83 14 AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING LANDSCAPE AREA: 61,803 SF (1.40 AC) 63,185 SF (1.45 AC) (29.07) 24 •� UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS. TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION TOTAL SITE AREA: 217s960 SF (5.00 AC) 217,960 ,960 SF (5 00 ,AC) x,41' 4 y:_ '` BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER iF THERE ARE ANY DISCREPANCIES. �, 16.5 DRAWN BY: MH 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO MEET CITY OF TIGARD AND CWS REQUIREMENTS. THE GOVERNING JURISDICTION MAY, ■� p B 1 • . , ' •. AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PARKING SUMMARY CHECKED BY: MWB 4. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHEET: # F 5 , . • . 0.C. 46 p SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE X I PROPOSED • NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND f' TOF, 3. • ' • . . - ' STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. STANDARD PARKING STALLS: 24 73 , 5. ACCESSIBLE STALLS: 1 4 ZCONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. • I • 6. C2mi CARPOOL STALLS (CONVERT EX. PARKING}: 5 � EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. �"" }' •. 2' ul'-V f ALLOW FOR FORM CLEARANCE AND F'OR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATOR S) MUSTs • � - .� O.R.S. 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE EXISTING PARKING STALLS TO REMAIN: 3 �"- - - --`g'- .w- --�-�- - g' • ' '' �.~ LOCATIONS SITSEVENTY•••• WO 72 HOURS MINIMUM PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL. BE CORRECTED � -�- -�-�P--�-- ..�.._...� 7: -- ( } (MINIMUM -� TOTAL: 25 $5 AT THE CONTRACTORS EXPENSE. ONE CALL LOCATE UTILITY NOTIFICATION CENTER PORTLAND METRO AREA 8-�1--1 . *"LON • ?' BIKE PARKING: 0 14 JOB NO. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END 2130079.00 (�__2� ENLARGED PLAN FRONTENTF'_11OF THE EXISTING PIPE VERIFY THE LOCATION, SIZE, AND ELEVATION, NOTIFY ENGINEER OF ANY DISCREPANCIES. X2.1 SCALE: V = 10' 8, REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER, PLAN REVIEW RESPONSE - 8 7 13 � , - I I I - - - -1-11- -- - - ---- -- - - -- -- -- --- - I -- - --- -- --I---- ------- - - --- ---- ----- --- --- - --- - . 11 " . . .. 1. I . i . . .. I I I . . - I I I . . . I . *1 . . . I . . I I I I I I . . I I I, I . I . I I .I I. . I . . I . . . . I . I . I I,I .13 \----- - - . . . I . I I . . . . I . I . I I .: 1 . . I . . . 1 . 0 Co . . . 11 I 1 . . ;1. � 2 0 w .. g�- k - - - -1J5 ,»,..w«,~�,~ _, GRA®ING NOTESa 0 0 .0 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE C) ". . - r Vii "'s•/9.L", T r j0` , 8 s gip'" w 1 � �S }"� ' '' _1{ x yak 9 GRADES ARE NOT OTHERWISE INDICATED FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, •� „ x yn M,x, n..» &.Yx @� U� ` M ` f f I £ K gg 3 LO ES . _ o,<...,oo•' w y, y-;te�jy,4 n...r.e:..;ei. >�§ s X.'svf{ `t,- MW°i 2c��' $.: a„ CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS ORS P : '. ,..:i n,mw `ssy"`..;,,,, ""`fu �,,,�,�• .. `� '�" <u.. s.s",r�r;,.,•, s 'z.,x `x<' ',G :9�3'.:'� n �., .,/w 7» x 172.1�ACs . �= lq� MATCH EX. co N UG GRADE R BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABR ... , ,� ,, ,9 r2 ,Yyu<w.. ,,:, . . 1 . I wll, RO H TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR m C ..M~, 4,5.....,5/A'. ::: .gam Y,%b' PROVIDE FOR O • w:.,..,,•wv«i:.w..,..,<uu:,..,a„a,.....,..,,nna n..a«",,. - ..aK`.<.... .:A/,:nf/,G y:.k ls» y/ g PAVED DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND • -<.ax„w 3,�Y". ~., ...„, ww.,.,_..,a„-.,,,,,...tea«,. .E::.,. 'Al;L2,.4 T/.S.,y..:2�,4 k'.ZS",4,. <.....,. dS° �'' A� "" (FSURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF SURFACING MATERIAL.FINISH GRADING: J < <, 3„b a,. :S>'3<,.I — ::f/1/? .<.: d •Yr S < <:,,.m.:a: } :r xi,x 1 ,9a. A �. . 1 . f� � ,' :. �^ x.a 1NN n' �...,, -1 AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND < � � r.,,...,, w..xx,.M ATC EX e., unxia 17 .6 A �.r.,,~,.,.,,. ' I,-- ~"f`-~»,,.« "� ryY` /'`zjiy s 'y,� „ � "«`a ~..-. .. � I COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES.GRADING TOLERANCES: $,~ I r „s MAIC EX 1 7 A -:. .,. J. ngx 4g s 17 •2 A ` , MA CH EX 1 ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. „ «, x -' n» m,,h 1.1± AC na" x MM TCa «E FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. / x, ' 7 - (f: ,P I 171.3 AC 170.6±t AC MATCH EX. a .n..a,n gam: q e ��.- Y.., ,§ s • `"�''•«,,Ma „r .,aax°u,«.,wx„ e�s'' 69.T 's,, • • I • 2. EXCAVATION: EXCAVATE FOR SLABS PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS ".aa,....n« p . , I MATCH EX. ATCH#EX. wa. " , , . ,°.ea...xa�.w 49- �k « 172.5E ACa�� °'nn, .~ OR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING 23 . „» SHOWN OR REQUIRED. ALLOW F $ ~ »ax,,eMt °` �.,e" x MATCH EX. `m-"- xixi 173.5E AC MATERIAL. EXCAVATORS MUST COMPLY WITH O.R.S. 757 541 THROUGH 757 571• ' �. __. _. �, ,� _. 1° 0.1± AC ,.,. T¢:=�:.:, - x.a MATCH EX. 1' a � EXCAVATOR S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS s0.r, ... . . I Y "F ATCH E? . « 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO s £5 4, h_.�-.._� &a s k3. 9w�' n, ,e h„•.n 173.9E AC , �� I � ; > ; `{ f9Y. Yy.,Mai UTILITIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. £. � � � MATCH EX. . q 11 i , , .�, +.i jr _ :.,�.�..-11 .s:ya`x ya .,�--':r,,. Y: f1:'" ,r'a�i,,.:,'� , :' f..,r :,.:�>.,.,.,' �: - .,?:3.k '`�' %` .. . i. <' , f , , , , . ° ffr,' -zF' ; r� <Y:✓.s.aiy/,:,s,,,<,7,/h''4/o,�'/✓�r�i/'n,,�i/,i a sX^.s"v £ �� -- <�. a F c ,.,,„y M,.:,,4s: r H,u<z;a'z x.• „F..<«/x rr, p, :. I I `�_< j �_ %'.a // / � 7' � � � 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST � � g . , e j, y. .'" ,<fr BE INSTALLED AND MAINTAINED MEETING THE CITY OF TIGARD AND CWS REQUIREMENTS. THE GOVERNING • = � S. a%, ° , e e e ? "u' rF/ ' .fY� > i' �ia °r� 4. t7x� O �M I• < ° . x / , I . ° ND STOPPAGE OF WORK TO ACCOMPLISH oe 0 1 . . . . 1 ,3, 170.5E Le , .� , � I ' l"a JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION A � w,~, IOm , I £ ;: e : : : Iff ,`. I F ,,. r Y �, EFFECTIVE EROSION CONTROL. { £°1 I ; � 171.95 TS , . 10 j 4 :& '- 170 7± BS 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE C :3C � 0 v 14 0 . I 11 A 04 0, ' ,<°`e �-----� � MATCH EX. AC ' ., �� AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVINGCO ��y� VISTIN GRAVEL LO • I xi`'•a'xx�n �� ' a" I SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER p� ew g I I ,i-xiy X `-- � + ND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. W c " . . . - . 1 I . I . I . . g ; I ,..�»� h. F I CORRECTIVE ACTION A ~ ,h.. 1. V � cC= � (L &O 1.. 1. __ ; ; a . , se � � 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. < a x , f / � ",s , 170.15 C 171.10 Yr/ ,3 �• i! 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY BY s , I ��11. Client •_ # r, , < e I I //� af, y NORTHWEST SURVEYING, INC., AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL I . � r� �k s RIP EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. • • ° . . C. � 3 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. £ x a if s j 3 , : 169°8 AC I / § v v . ----ll/ / �` q W 8. 2% MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. . . . . . . . .11, .. .11 I . . I. 1 _ . : < . : EXISTING BUILDING �5,. 11 I . -1 -1 -1 r c . - I x § � I �€ i rr'a �� s I a,A,� MAX SLOPE EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND F 7199 9. B� . � ;t k 7 ILDING ENTRANCES. i 169.80 TO «.. ,,f :y11 5 a, °s I , , ° �I s �.w,suwi,.lmmmp,g I-I "-- . ♦ , < ' • ... , 168.80 BT AFM i, t. I / S 10. WHERE SLOPES ARE STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE : r I I , : : : ; '_ PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING WITH SOIL. FOLLOW MANUFACTURER S 1170.90 AC � I RECOMMENDATIONS. 11 y � 169:7 AC ------ ,f` . . . . . . . , . I I I i , 11 ASPKALA , / I I re I .., z", i Imo , , , , , •114 , 33 ml . . . -f 1' s 169.60 T P 169.6 AC . :._ _ u . `° I !! ,. . . I : % . . 168.60 B M 1 : ♦ . �� as � = u e � � 7 j� UTILITY NOTESI. 111.1 .. I . . . II . % ., I — . . . . I f f I 1'-70.60 AC `` �� , - : ' ;, f ` �� a 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD CLEAN WATER SERVICES I ' ' '. / '> > � IN COD AND THE INTERNATIONAL BUILDING ` �'a AND THE CURRENT EDITION OF THE UNIFORM PLUMBING E GA s j I E `s=. ' .170.5E AC I SEE DETAIL 2/C2.2 FOR , '�~b~ _�"< -La CODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. 1. Afi I • , . I ,/' MATCH EX. s ENLARGED GRADING PLAN 4, `t I of 17 A f 169.4E TC 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND .1 1 t � O 4 J 0.3± C .. 169.7E AO 167.98 AC n f OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY I g 16, 80 AC MATT-� j - MATCH EX MATCH EX. - DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. I'. s x I . £ I a . ° /f; : , 167.98 BOTTOM WALL f 1� ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN _ e.a 169.40 T P _ s, s x _ NG CONSTRUCTION.EXISTING UNDERGROUND UTILITIES LAYING WITHIN 17 .48 TO WA L � ~. M �� .� THE FIELD BEFORE BEGINNING ,x 'a - 1 4>AN D.A., � ,� ASPHALT �roject 168.40 B M _�,_:__� - : � � � � �.�� ffi ;;�� - .' ,;f THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY f . . . . , , ', � _ X1.9 EX:� F E 6 1� ,. y „<« . sxi I ' wm :. V ROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, LaCle TENANT , UNCO ERING P ,c,rox,<,,,.an.. <:-,• �: ,� �ss <, :. 4M�"Y Ze ,..' ':� x ...a.. �'f,'S��p,.p ' F1'< ,a,�X.d'a3£e ,ry <.,...: 1 -.w ..0 .S 3 , 4 ..- .»s£ ,; ;fes( ..�i,.`.s, sr./,.:< F,3a:.»,.. 3> .S a<�. F:1a.«rG ,'.''.: rkb, ". � �.,:..><t a,.5,. :� . < mow. I NT ACTOR TO NOTIFY ENGINEER IF THERE ARE ANY § �:<,�;. , , < . , . , t ...� _,~..,�.., ,� �� , u. �_:s,�» , :��, .=f ,< 9 �` __: .. ,p'�,`�s .,.� ,�ss,.ff � , � BEFORE BEGINNING CONSTRUCTION. CONTRACTOR § � u:�_ 8 OVERFLOW RISER ��,. x-�♦ �.�' .� �; _ �:,�. IMPROVEMENT . �s:�:, , , `€� ",.:e...,:,».,~. � .F'w.� 8.� q'�r �. �� Y�"` g sem.. ,,,<xi: �.,,�'�. �� ,,+''' ry, « i f 3,'9 ~ DISCREPANCIES. 'I'll - i n ,; 4:' s e' r'. a € � 1. 3 , 11 . 1 5 a� ;� £ RIM ELEV. 69 2 ~ «......,.b ~._„ ":, , « � ,,�.a.x,,, ,4""'sn M>.. sa::%' �£,� I �' ,f f <„° ,.:y.,.; ;<,>y .,:z....r-1,,•,�,,.v ram,'.:,,,, :,,: „�„,,:,� .nv',,.x.~' < xi°; :by:zu.,�, ,,F;,� ; » ~ � «,z -� _., F: - g �S ,-, '<. y _ �, w'N .§ 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS ' ,°, ,, l:::A,.;,x„sa..: /,>: .c..' E, F- y'rq� <... n.<a m. nx,..v... .v.«..v...w:,: ,W §k°5 °, T'• .'r,. ff ,mss' 66" a ! �"•' g E\ "' ,, ' ;<' ',�,,a , ss✓c/�sra:srrui» <s" ° I x""'"'x.,a „� f.''2. ..%,.,r,~sl's'g '`�r>'•"s: :uF.,,'°3,f..,~ ��:'nax,� ...,, # £. «,xi,..,,�. mr^ x. � !, « � f . 707 AND 719, AND CHAPTER 11, SECTION 1101.12. L ON N ECT n„ I ,, .. .. . M �, 8 STORM LATERAL, C 1169.5E aC . „np ~w„ .: r p y < .� �'_ry,a ,• ' NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 11 Ia �aa�,. TO EXISTING 8 STUB R MATCH EX. ; £,� "�"g".,r. ' r:� y° ,� 77 , _ , ~` x N« 1 6 •9± P:: , \ ' !f :a'� ` 9Ns �f %•2.;i7.!r.,'l.'�' •'.,,,.,. 4 4 ,r , » n 1.01 H CENTER DR °:; . ,. a IE=165.0E VERIFY '. w...Fa. n,,.,.<,. 170 t: - ( ) 17 `~"�"«. �' "._ 4. ALL STORM PIPING IS SIZED FOR A MANNING'S N VALUE - 0.013. ALL STORM PIPING IS 7555 SW TEC � M IV ATCH EX: ~ "e" , „a,�� t ^'+ F , ,,s .F,�a,.,:,.n«w. :w:..r w...,w '^m.,...v . Fr' . , «_.°.F : ~ il. DESIGNED USING C IN _~,~„we,....~,"�a... ~.~...,m. ,� 4 � 6:', CON ENTRIC PIPE TO PIPE AND WYE FITT GS, UNLESS OTHERWISE NOTED �D, OR ``< .'Si ai9-.a , ,,,. l e ,' R < i%a�R. Z '.y if b r. i /. ..� 3 a` «.,. r^": > O w:«e ,~.,a, t s 4 •.4.�i..::a: eY'°• 4 -:�>?'`.:'�3. < �'. y' .' „. Y . j r s- _w y r -- - w`"` gyp' # -ff < .'g.�'., . ,� Y s 'a,_»..,. ._`,. .-;fir- ''e. , , , sx:•Y y a e '. , :x � .; "" _. - >_.� ��. {w w e 5. ANICAL DRAWINGS FOR UTILITIES LOCATED WITHIN THE BUILDING AND TO 5 OUTSIDE THE ;.: �, , � . «a, / ., ; ; SEE MECH x. « ._...~« � m . 1° �., � BUILDING q.� ,613 69. ,,,~: s; n. . '. 167. f _ ' . "a , � .,� .a.�: «„ «n. ,,..xi . 1 fib 2± AC µ 16 .0 END WALL""°�°" a, ,' w x.:v r»° ,a x« 3n .e,n < .:i'" .mv r . ' "� xa J esu v .,� / 1' $ MATO" <E .,, 7. ± T 6 T 2.0� MIN. UNLESS NOTED OTHERWISE. « .xi,,. MATCH EX. 6. ALL DOWNSPOUT LEADERS TO BE A 9D f t� `if"r -f H",r: :'S.7?4 'WS$.�' <.!'r„' C..Y,9a..,v C 5"E /.� nia!/'. , r Y L 5,�. � F ::<A13 f,i 167`'S A ,,: 168,5 EX. A �e e. :__. ___. �: ,, .� ",, ''< '£ " </z«..$".r.,,. „y;,,..n," -.rk ssa, Y.;,? •.`€,o-. i , Imm , -"-'r ° 3:s". e 67.3 ACMIR -= ° g .;',,�H. � ��V' M A20 T. H EX. "..,.,.nn,x_. s s -n== Yy q ,; ATCH EX. uF> ri'•'n.<.n,<e,9,M= wMA 7. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. a d► as.. � 4 b ~., ,,,"'Y .,,ate >> ~ § n, ~ ~ #� fi " .. • riW ~�w NOTIFY ENGINEER OF DISCREPANCIES. m, .� w f6 �aa„" r y, 163.8± AC".,~ .,,. s � -,., , .h F ± NIATCH'axiEX. F� _ -` `"'•.«, �.axi„~ REMOVE EX STEEL CATER BASIN, INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY 160:6 AC r:,.. <°<�,~. ATCH EX. �x.»~" 1 8. THE SURVEY INFORM �' y M... xi..,� ,,5<.. a,IHSTALLaw,NW FIL. ER CB2 r >e MATC. 1 E �'.'7 x,,,,,y, xi. PREPARED BY NORTHWEST SURVEYING, INC., DATED 2/12/2013. oRacorr ,. s ,, ; SEE DE 'AIL•-1,<.08.n/ I � Q °p `'`?$ '!.'§a4 �'„ a... '": ,.rj 5` ti`< ..~:' f 'fY-yi , '•+r.,...,.,n>,.. �.- «,, rya„ / 166.8E- A < '9 T < 4' ° e�� S Z •� t6 �° 1 �� : � �;i .�, �,, ,� �� ,. :� � �� "M. .� .,:. {: ,. ,*,. .. a UTILITY INFORMATION SHOWN IS BASED ON AS BUILT DRAWINGS PREPARED a v EXISTING ON-SITE UNDERGROUND ;- M TCH 'EX.` 9J ~n„» nn..«,.~«rxx,a..e. ± ERIFY « E 11, M: an.,»a.. , -".<,� €Rk X::, IE O`. =1 f Q4Q . V Ak«'4 fie, `` `x_Ate• �y r f£ ,,na.,,,.rr,:.... ..u.:,,.»:,.a 3;'�a�, ,' fs a'^x,. i .r :, 6 ,1 d ,,u �h BY VAN DOMELEN/LOOIJENGA AND ASSOCIATES, DATED 4 27/1982. CONTRACTOR TO VERIFY LOCATION yF 0 ,.,�. .v p - R CONNECT TOJ E : PIPE d ..:� F W W ` . ,. «., � y< . ;�° •ww"��.m: rnn:. ,>' DISCREPANCIES. ' a>.e . f g na.An. r4a.'-, . -, "a -11--...."tee. gp OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY/ENGINEER OF DISCREP I /. ,, ,y k'.rl, of ,IM 6 s ,,.,<......,., .,.,xi fi �- ':may aj~,.e/ £ {Q: .�/ # s` 8 f .'`,,y, • F .� 'ZO «, {; « ,.- �� - A EXPIRES. 12 3 13 a m..."a....,.,<anx. ::; � , , / :..;m: s"^r .,,.,.-d; ,tie...vn,,., a,x~.,x,e«.r,,mx '?'; r f b xk ..4 ," , �&""s,. s Vis;; Q°. ,�., .,..,xy' ., , �; �„......�•,;.,.. 'i'r. zeirret r:r,.,T63 ps.- •'6i';� N a f E fps ?j,WIG WAW ga p z y 4' '' r"''",-"".w•'+?" 3 w'"„`^".,.-ro„ "4•;r.Yx.:.,:.;s z ,.;•z 'f 1 ��•.„,.e��.�.�"T"`--'""' ""^.^^�. ....,,, ' ;rte,._ ,'��,j�'F`� T1 .IRE ON tea •., . t f } ..,.,..,v...<,r,-,,..,....,wm.......`+.,...v^w...-..,.....h-...,.._-.c..w.w,...,..,..... � 's'w.-. �� Ww �,iW.'3' {�� e\JY v STAIRS- _ �� :s � o Ds � r L I 3 <E SAN II f �_ O . _ f' ff f ''f`f f,�'f''f g �� ' a A 0 ORNt I f f (OL -- 6,`Ct, f f � m � QD to FRONT VIEW SIDE VIEW XISTING "'RAVE (00 I LBOTH ENDS OF SEDIMENT FENCE TO ASSURE SOIL IS TRAPPED. Client SCI TINBUILDING I IJF%W, � SF 2+ % p�. .................................. • g � ^; i •=� INTERLOCKED NOTES. { 2" x 2" POSTS 1. BURY BOTTOM OF FILTER FABRIC 6" MIN. 1 AND ATTACH. VERTICALLY BELOW GRADE. 2. 2" x 2" FIR, PINE, OR STEEL FENCE POSTS. 3 3. STITCHED LOOPS TO BE INSTALLED ` ' } ®� UPHILL SIDE OF SLOPE. ET�,N= G J 4. COMPACT NATIVE FILL IN ALL AREAS OF _ - FILTER FABRIC TRENCH. _ W ► 5. ACCUMULATED SEDIMENT CAN BE ALLOWED TO REACH NO MORE THAN ONE THIRD THE F f � = • • : " : d, � HEIGHT OF THE SEDIMENT FENCE. MAN PIPES 2FILTER N NTS SED—FENCE f � C2.3 . . . } . y�( r.e......-o.,..-•... ..:.a- yn.a M' ::ry^.:F �,r. '•Ts,, xif .% r AN DOS 0,� :- �". MAN DOOR 64A% ft * t ,.� .srssxta^arr `"` •'Lr, --,ss"'..::'R' Y'`''':r•,.X`^''x r.M„ .z •-- s,.- acs...^,Wsz':7C.' ....r. f Zz/ OAGST OD AT D 0 0 .: .SAN , . . Project i ti' • �� t>µ%r%ww' ,.�:x,::;,a `'•n•' .zv,.c- .s�'�K�� •�'' �� r.....�.�,,..wF.. .ate..� MAY BE SHORT TERM f USED LaCie TENANT W UTILITY WORK AND W PHASING OF DEVELOPMENT IMPROVEMENT17 0 } +' , , ,,,fid`` �.•,..'-,'.,.,-.,,..-.-....,.,•............... --r- '`� --•�' ct. -~ , �1. ro.. 6" PINE k'k MW SW TECH CENTER DR ✓,/�`^ ,,,,,,w„ti .� zz.�:s±sa^ .,"""*.,w... 6 arae .rcrw • c \ti f� � � •`"`� ,.,,,.'.,z_,y,�``'"�M...•.,,•,_ „••,..`"""`x"`^°•,.,,,«,..�`� �it.`C„gy==�' sry-g "`^^•....,.w,,, {�'1 4 p® FIBER ROLLD , � aRAIAAT H . app f 4 _�• _a 3 NITS t7 OREWN s F rte_ w .h , . fat ., CIO t3fi .' i • EXPIRES: 12 31 13 MAXIMUM 3 MONTH USE WITH - �' Yf. _ T ALL IN STREET " L © GROUP MACKENZIE 2013 sw "� ° APPLICATIONS .a., ALL RIGHTS RESERVED 1tcH CEN 1 THESE DRAWINGS ARE THE PROPERTY OF R CEOT XIO BAGS GROUP MACKENZIE AND ARE NOT TO BE • REQUIREO FOR USED OR REPRODUCED IN ANY MANNER, RIGHT OF WAY WITHOUT PRIOR WRITTEN PERMISSION fFACE OF CURB 10 I I� Cu"INTROL PLAN ..-.. ._..... ...._.. f SCALE: 1” = 30 REVISIONS: 02.3 MAXIMUM PLAN o 3 MONTH USE" -A< REVISIONS REVISION DELTA 30 15 0 60 120 -Will D� FOR ROADWAY w� THIS CLOSING DATE 0 3w W SHEET APPU AXONS ONLY* i EROSIONCO&Nl=ll=ROLGENERAL NOTES S L �N - A��NATOI � .-•- � + TOTAL DISTRUBANCE AREA. 15,500± SF (0.36 AC) •. ( IN FEET ) DUMP STRAP .-..- .....NTS S • y FLOW 1. HOLD A PRE--CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL 1 inch = 30 f t. s 1" REBAR FOR I THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL BAG REMOVAL 'a M : MEASURES AND CONSTRUCTION LIMITS. FROM INLET 2 EACH DUM LEGEND 2. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT ca STRAPS CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST r r � 4.� �� DUMP STRAP �: �,� , �• y- � REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY EXISTING PROPOSED h. R IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF _ .r EXPANSION RESTRAINT CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS CONCRETE CURB PER 1/cal �_- - - -. NYLON ROPE, A6 AND CATCH BASINS AND APPROPRIATE NON--STORMWATER POLLUTION CONTROLS. SEDIMENT CONTROL -& . f r USE INSERT SACKS ; „ ,. FLAT WASHERS) SHEET TITLE. BAG SILTSACK ALONG W�'BIOBAGS T� [�ITS�" INLET T 3. THIS DRAWING IS FOR GENERAL GUIDANCE ONLY. THE CONTRACTOR SHALL MOUNTABLE CONCRETE CURB PER 2/C8.1 OR EQUAL SEPT BAG DETAIL PROTECT INLETS. EROSION MEET ALL CITY OF TIGARD AND CWS EROSION/SEDIMENT CONTROL REQUIREMENTS. IOTC NTS ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CITY OF TIGARD AND CWS FENCE � � � - { � OL REQUIREMENTS AND THE PLANS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. '� 3 EXle%wvl"kG"'�1AT IN INLET 1 PRr'ECTIORlN PLAN BAG DEPTH 4. CONSTRUCT EROSION CONTROL IN CONJUNCTION WITH ALL CLEARING AND EDGE OF GRAVEL �- - - �= TO TOP OF PIPE �C2.3) N.T.S. � GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT —, AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, _ _ ,•• . , . , G ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. STAGE CONSTRUCTION LIGHT DUTY ASPHALT PAVING • , • • • , , _ • SEE DETAIL 7/C8.1 ' TO INCLUDE INSTALLATION OF PERIMETER SEDIMENT FENCING AS REQUIRED. : 5. METHOD OF INSTALLATION FOR SEDIMENT FENCE SHALL NOT CAUSE DAMAGE HEAVY DUTY ASPHALT PAVING TO VEGETATED SLOPE EXCEPT AT POINT OF INSTALLATION. SIDECAST MATERIAL SHALL BE KEPT TO A MINIMUM AND SHALL BE TO THE UPHILL SIDE SEE DETAIL 7/C8.1 INSTALLATION DETAIL DRAWN BY: BDN OF THE SEDIMENT FENCE. THE FENCE SHALL BE INSTALLED AT LEAST 4 FEET NOTE: FROM ADJACENT TREES. ANY EXPOSED GROUND SHALL BE SEEDED AND COVERED WITH STRAW MULCH TO PREVENT EROSION. TEMPORARY GROUND COVER SHALL CONCRETE PAVING OR SIDEWALK o a 1. THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. CHECKED BY: MWB BE MAINTAINED UNTIL A HEALTHY STAND OF GRASS HAS BEEN ESTABLISHED. ` ' THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR SEEDING SHALL BE WITH NATURAL SPECIES FOR THE AREA. SEE THE SPECIAL EACH INLET. SHEET: SPECIFICATIONS FOR PROPER SEED MIX. CATCH BASIN 2. THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND ORDER M THE APPROPRIATE SIZE(S). 6. ALL EROSION CONTROL DEVICES SHALL BE EXAMINED AND REPAIRED AFTER 3. THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF NORMAL FLOW DESIGN, EACH STORM OCCURRENCE, AND INLETS SHALL BE CLEANED OF SEDIMENT 40 GAL/MIN/SF WITH NO OVERFLOWS. � SEE WHENEVER NECESSARY. SEDIMENT FENCE DETAIL 2 4. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR � AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 24 HOURS FOLLOWING 7. HYDROSEED AND MULCH ALL DISTURBED AREAS UPON COMPLETION OF A STORM EVENT. CONSTRUCTION OR AS DIRECTED BY THE INSPECTOR. EXISTING CATCH BASIN 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. 8. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC TO PAVED AREAS TO PREVENT AND MINIMIZE SEDIMENT TRACKING OFF--SITE. CONTRACTOR SHALL INLET PROTECTION, SEE DETAILS 3 AND 4 Q. "ATCH' BASINSEDIMEN"TFILTER SWEEP OR VACUUM PAVED AREAS IF SEDIMENT ACCUMULATION OCCURS. DO NOT X2.3 N.T.S. CBSACK3 JOB NO. TRACK SEDIMENT TO THE PUBLIC STREET. 2130079,00 9. INSTALL TEMPORARY EROSION PREVENTION SUCH AS JUTE NETTING OR DRAINAGE FLOW DIRECTION [�'IV (� U TAL -- 413113 GEOTEXTILE ON DISTURBED AREAS STEEPER THAN 4H:1 V. i T00 ED EDGE 6" �• 6" UNLESS OTHERWISE .g 1/4'� RADIUS 1 RADIUS NOTED ON PLANS EXISTING - --= PAVING TO REMAIN SECTION 4-ISAW CUT EXISTING A.C.(o w0 PAVING AS SHOWN ON PLANS. NEW PAVING' w EXISTING AC TO REMAIN ® �I I=1 I NOTE: c� � CONCRETE SHALL BE 3000 w -III PSI AT 28 DAYS. 6 SACK EXISTING ROCK BASE g J MIX, SLUMP: 1 1/2'9 TO 3" 1 SEE PLANS 1 CONCRETE CURB AND SUBGRADE-DO NOT v ' • : TAPER CURB PROPOSED - SLOPE PER DISTURB GRADING PLAN � � ° " Q C)Q 0Q �Q _! I I I I J 2 ROCK BASE ° ° ° ° - - ROCK BASE COURSE ° ° ° 2 LEVEL 2 WMAC (1 LIFT) SEE PAVING SECTION o o o ! != i �� [� ,:`� ` a y.�`'� '�' `. ° " " ,1 q 'Lid q Q I-III- I iI I I cj x a �----8 OF -0 CRUSHED i _I 11= - - = PROPOSED n o0 o D o� - ,_ ___ _ _�__,r__ ROCK ASE, COMPACT TO 95% OF c CAST IN PLACE „ � ) III,-,I I I�I I I;II I I, I!l-!!!_! I 1=\- _ _ _ 9 -, , ,-, , Q°oo°oC�00 C)° MATCH EXISTING AC THICKNESS �-III-III-III-III-I11-III-III-III- MAX DENSITY D1557 CONCRETE CURB PAVING SECTION, SEE PLAN SUBGRADE °00C/>0°°0 °°0 ° I-I I 1-III- ! I-! I ! OR NEW SECTION (WHICHEVER IS --� =1 I I-1 11=�_� 1=1 I I- I 1=I I i- '' ( ) °� w � �o � I I 1=I 11=1 11=1 I I- GREATER SUBGRADE Q °° Q° ( ( (_ I I LIGHT DUTY AC PAVEMENT -fill 1 CONCRETEVERTICAL C3 CONCRETECURB 5SAWCUT DETAIL SLOPE PER CL Ig 0 <® � Cc 0 ® GRADING PLAN ® � C8.1 C8.1 N.T.S. C8.1 N.T.S. �� r � 6" 10" 2" �- 4 LEVEL 2 WMAC (2 LIFTS) q " �, � x --(10") 3/"-0 CRUSHED ROCK BASE .� 4 COMPACT TO 95% OF MAX. DENSITY (D1557) (D � � L) AC PAVING SECTION R=1 5 6'' AS NOTED ON PLANS III-II1=1II-1II-1II-1I1=1II-1II PER PLANS AND \ \ " BROOM FINISH _� =�I=1 11=I �_�I 1=1 l I-1 I I_=1 i- SUBGRADE GEOTECH 1 MIN. 2% CROSS SLOPE TOOLED EDGE EACH SIDE Client O . O O \ • ' �'R =III=1 11=i 1=1 11=1 I HEAVY DUTY AC PAVEMENT 18 WHEEL BLOCKS. _� - - - -� -� -� MIN SEE DETAIL 2 ^I 11 -III\III\ I; I 1=) I;, 11= I BASE SECTION ASPHALT 8 6• - i I-I I ► I �111_ PER PLANS AND 2'' i� COMPACT SUBGRADE AND AGGREGATE 4" CONCRETE 3,000 PSI (MIN 3�" SLUMP TO 95% OF MAXIMUM DRY DENSITY (MAX)) CONTROL JOINTS AT 5-0 0/C AND GEOTECH (3" MIN) EXPANSION JOINTS AT 20'-0" O/C OR t NOTE: 6 REBAR, 18" LONG ,► �, 1�� ,gyp � " AS SHOWN ON PLANS * CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2 TO 4 SLUMP. (2) PER WHEEL BLOCK. 2 MIN. DEPTH OF * CONTROL JOINTS AT 2'-0" 0/C AND EXPANSION JOINTS AT 20'-0" 0/C AGGREGATE "-0 z OUNTABLECURBANDGUTTER PRECAS T CURBSTOP (" 6 CONCRETE SIDEWALK (`7AC PAVEMENT SECTIONS C8.1 N.T.S. C8.1 N.T.S. C8.1 N.T.S. C8.1 N.T.S. 3/8 " 1'-p" ADA COMPLIANT SIGNAGE 3/8" PER STATE RE UIREMENT SEE DETAIL 11 gC8.1 TOP OF CURB TO 1 Y2"O GALV. 6" MATCH BACK OF " POSTS/RAIL 6 TYP. 5 MIN. SIDEWALK ELEVATION LO .063" ALUMINUM SIGN PLATE A R=10Y2" I Z BLUE BACKGROUND 1 HIGH 1 0 7 PROVIDE DIAMOND WHITE LETTERS AND BORDER, PARKING WITH D.M.V. "� �J SCORING PER A D.A. DISABLED PERMIT ONLY ��- bt SEE DETAIL 12/C8.1 BAKED ENAMEL (OR-20-66) VIOLATORS SUBJECT TO aw N 1:12 N J Project TOWING UNDER 1,7 >I- N 1• 1 MAX. N AND FINEORS 1UNDER _� MAX. LaCte TENANT ORS 811.615 d' 4" CONCRETE PAD SEE DETAIL 6/C8.1 �w IMPROVEMENT / 3cn VAN ACCESSIBLE SIGN (OR7-88) VAN xs �t PROVIDE TACTILE (WHERE CALLED OUT ON PLANS) ACCESSIBLE TAPERED CURB WARNING PER A.D.A. » E ,. ,r- a *1/2 SEE DETAIL 12/C8.1 N 9i CONCRETE TO BE 7555 SAN TECH CENTER DR 1';-)" 2' � FLUSH WITH AC TIGARD, OR z CONCRETE FOOTING r ADA COMPLIANT ;�., 4" STRIP S = vi �``'.", ` . ,v AT 2,-0,� OC TYP. 0 1 I SYMBOLN EE .� r Z k "` `, GALVANIZED STEEL POST w i _z (; * J ` DETAIL 1 O/C8.1 r 36' TYP. f PR = o * NOMINAL � � FINISH GRADE o v w `, ' DIMENSIONS w " NUMBER OF POSTS cn k. F �- x, 19 1 AS SHOWN ON PLANS DIAMOND PATTERN WARNING SURFACE f NOTES 1. ALL ADA COMPLIANT STRIPING AND `- SIGNAGE TO COMPLY WITH ADA AND ic .; r i.. OREGON CONCRETE MOUNTING - NOTE: r `� y . CURRENT JURISDICTIONS " z , E ` 'a r REQUIREMENTS. 9� `�• 16 ,< FOOTING w 1.PLACE DIAMOND PATTERN WARNING SURFACE ON THE ENTIRE CURB RAMP INCLUDING ' �� Z ' o ~ PATTERNED SURFACING TO BE INTEGRAL COLORED � �., . . _, � RAMP THROAT, LANDING, AND WINGS. Fh 2 3 3 3 3 2 CONCRETE, DARK GRAY TO CONTRAST WITH STANDARD CONCRETE SIDEWALK. -� y • - -� 2. ADA COMPLIANT SIGN TO BE MOUNTED W w, "i 16 PAINT STRIPE ' ,� - CENTERED IN DISABLED SPACES. _CN 2.DIAMOND RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE '.dri EXPIRES. 1E31 13 - .7 PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS DERO BIKE RACK MODEL HEAVY DUTY HOOP RACK OR APPROVED EQUAL. SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR 9' (TYPICAL) _ SEE PLANS 3• CONTRACTOR TO VERIFY LATEST ADA REQUIREMENTS AND REVISE 10 DIA. POWDERCOAT BLACK FINISH, IN-GROUND MOUNT OPTION. WWW.DERO.COM TO THE CURB. GROOVES SHALL BE Y8" DEEP AND %" WIDE. ANY COMPONENT TO CONFORM TO CURRENT STANDARD. © GROUP MACKENZIE 2013 MIN. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF ADA COMPLIANT VAN PARKINGSIGN 9BIKERACK PLAN/ELEVATION 10 ADA COMPLIANT WARNING SURFACE11 ADA COMPLIANT PARKING STALL GROUP MACKENZIE AND ARE NOT TO BE a USED OR REPRODUCED IN ANY MANNER, C8.1 N.T.S. C8.1 N.T.S. C8.1 N.T.S. C8.1 N.T.S. WITHOUT PRIOR WRITTEN PERMISSION 6" 7„ REVISIONS: z i� m� REVISION DELTA ww CLOSING DATE 7" " QC O 1 IN PROGRESS w N 3" WIDE PAINT " CONCRETE PAVING _ w1 - 6 STRIPE TYPICAL " 4 CONCRETE LANDING m �� N LID -p 12 TREADS, SEE PLAN Q 1/8 TOOLED RADIUS � EDGES 1/2„ R 0 w 'a •i . b a• 67 Y v ..ad• a' • . • ' a NOTES: WWI.1 „ e- '-' 4 10 ANTI SKID NOSING d. X 1. SEE LAYOUT PLAN FOR r LOCATION OF EXPANSION SHEET TITLE: ("1_2� ADA COMPLIANT PARKINGS611MBOL1/4" w DETAIL SHEET 1 PIPE RAIL � JOINTS. C8.1 N.T.S. 6" STANDARD STEEL PIPE AGGREGATE PER 2. NO SHINERS ON TOOLED JOINTS. 00 #3 NOSE BARS GALVANIZED AND PAINTED SIDEWALK DETAIL FILL W/CONCRETE ROUND 6/C8.1 TOP TO SHED WATER ' z 16 CONTROL JOINT Q CONTROL-JOINT $ d- a. N.T.S. PROVIDE TACTILE ` ° �`' WARNING PER A.D.A. � q W ROUND TOP OF FOOTING TO C8.1 SEE DETAIL 10/C8.1 Lu SHED WATER rad �� 0 3/8" RECESSED SEALANT N, i TOOLED CONCAVE AND TIGHT TO �� ` i� •i BACKER ROD. �RAWNBY: MH4" NOSI i I CONCRETE SLAB OR PAVING � �. INSTALL EXPANSION ��VV.� . axe JOINT AT FACE OF o SECTION SEE PLAN ROUNDED POLYMER BACKER ROD 3 ` g WITH NO BOND TO SEALANT. BOTTOM RISER �` I CHECKED BY: MWB 1'-0" DIAMETER CONCRETEto ; ` 1:12 �, ��, I I FOOTING3/8 PRE-MOLDED JOINT FILLER SHEET. Q , t4' 4° P i a Q o� • NOTES: , " \-4" CONCRETE WALK z °` 1. INSTALL EXPANSION JOINTS AT 20 v S �� 6 1 -0 INTERVAL OR AS SHOWN ON PLAN. C801 6' R A 0 �� ;Q AGGREGATE PER 2. INSTALL EXPANSION JOINTS TO --�-' SIDEWALK DETAIL SEPARATE VERTICAL FACES AND UTILITY TRANSITION CURB F OMPACTED FILL c� 6/C$•1 6" TO 0" CURB PENETRATIONS FROM CONCRETE PAVING. 13 ADA COMPLIANT CURB (RAMP 1� CONCRETESTAIR 15 6" PIPBOLLARD17 EXPANSION JOINT N.T.S. N.T.S. C81 N.T.S. C8.1 JOB N0. R; BOLLARD N.T.S. EXPANSION-JOIN 1 213®®79.0® C8.1 � C8.1 . MAJOR MODIFICATION SUBMITT'AL® - 6/11/13 _._v...-...-----------------._...__._...o__. ......_...._---- _------------ ....._..m._......m...mmm..w, .mm._.m._.._..._.m.....mv---m.a_.._.......m..m....m_......_........................n.........................._._.. ®.___----__._®v _®._. ._.__--_-____.__ _..._o�..___._.v._.. ....-..®_ .. . ._ ___........_......._..._.m. . .._..._........_...._.._.. ._..._.._...._._....._.._.�._......_-m_..._..____...�_ 2 2 1) 5TORMFILTER 13Y CONTECH 5TORM�WATER 5CILUTION1`�; PORTLAND, OR(500) 545-.14GG7; 5CARF3C)ROUGTI, ME(577) 4"'O OPENING ----- 907-807G; E1.ICNIGGE, IIAD (&CG)740-33 18. � �9) � OUT-LI=T STUB 2) FILTER"j TC}13E-f-dPHON-ACTUATED AND`,SELF-CLI-ANING. 0) (5EE NOTE5, 5) PERMANENT POOL _ 3)5TEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCI-1 STIEEL PLATE. _ EL EVAr1ON _ - _11 4)ST'ORMFILTER R.EQUIRF5 2.3 FEET OF(DROP FROM RI�11 -To OUTLET. INLET SHOULD NOT BE LOVAR TI-IAN OUTLET. INLET(IF' � �. � � 10 _ __ OVERLAP ---------------__ - ,. = --�--11�--- APPLICA131-i=)AND OUTLET PIPING TO Of 5PECIFIFD BY ENGINEER AND PROVIDED DY CONTRACTOR. _ 5) CB5F EOUIPPED WITH 4 INCII (APPROXIMATE) LONG,5TUF35 FOR INLET(IF'APPLICABLE) AND OUTLET PIPING. 5TANDARD CUTLET \ffmmn;�;x _-- -�_� __ _V- 1 7p WFUrr ;, � � � ,� , - STUA3 153 II'�GH1=5 IN DIAMETER. Iv'lAk�fltVlUt�f1 OUTLET 5TUt3 15 1 5 IP9Crl1E5 IN DIAMETER. CC� Ird1EGT1CDN TC. COLLECT-ION f IF�I!'JC� :'loACT CAN BE MADE U51NG FLEMBLE COUPLING BY CONTE CJt . VVEIR WALL - °- � �� s._.�, . VARIE`a -- ---- ----- e„- �• ry Jr� MAX. _ 7 y� G) f R H-20 UDAD RATING, CONCffTE COLLAR 6 UQUIRED. CON�:F:,ETE C`.OLLAfti','U'U"IIH QUANT17Y(2)#4 RE;INFOF�,ONG EAR5-TCS 2'-3 5/8" AX21-3 5,16II 1 BE PROVIDED BY CONTRACTOR. � --_�• 5"' -�--- 7)ALL STOI?,MFIILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINE5 FOR MOR'.E � C� INFORMATION. ., �� _ � i __________r__._____®_—_-_______________________nn-zet._neuatur_un..ar_aun.—.unm._u®eann�nn_muuuum.omasum.um.muonu�naaamnmouauaemv••••m•••••_.._........_..._...__..__....._............_.__..........—............_.... F t I -CARRJDG E CATCHB 51N � 0 (--� __ 0 5TORNIfILTER DATA 16=n C 0 ••� _ `" _m.__ace.s_v________rwm..u_u_um.eu..us_a®u.um.m._.mumumemm...r '�'� e O \JJ V v v ra.. __. � . � . � ..� -�-°�. •. ) STRUCTURE ID C SCUM bAFP`(.E -- ,. _-- ---------- ------_______ __...—u .�.. B 1 CB 2 IN LET aTUT3 OUTLET IF--5 WATER QUALITY F=LOW RATE(c:f5) 0 03 0.03 - �,--•- .., —(.SEE MCJJTI'=..�r14 5} ---___ ___-__---__ _ ._ .-••- � o (OPTIONAL) - >'>ec��ow F �F I5 0.24 .__. (5EE NOTES A�5) IE --- -- - _ --- 0_31 o �— - IN IC RETURN PERJOD Oi`-_PSK.FLO%V(yrs) 25—YR 25 YR R a CA15 15 �, � -,� •-h . . - _ . ___em..a___®.......��_ �_.- Fz.TRIl7GE FLOWFLOW�'�T�(I O "l.5 �ITr} IL - • . _ . �, 2"0 OUTLET PIPE _....___ . LSM C� ,.. �� r e� ewe �o�e a � . s 2'-0 1/211 � � FRC�I�'I UNFSPFrF�(�'AIN '�11I=DIAL TYPE (C_5F_F=EfaLlTES;�Y't�)_._....... � � ,.------ _ o ;• ,, • , �► = OUTSIDE - RIM ELEVATION 161.3± 163.1± • ______ - -• __..._____-- ____seas:___..ae__e..__._mm_.e.uemmmm.o._nesea....m_mmua_a_n®_uu= � . 4 t'IF'F DATA: _ ..__.._ I.Ems_ L" � = --_-KEI N FOIRC I NG BAF:`� •� - �`+ ^► _ �.® - I N LET'TUL3 ��__-_.___---- XXX.XX'_ N A N A e 0 0 d �I INLET 5TL►6 �I-• AFZTF1IDGI__ C",Jy1 ..H ASIN - SEC.', ri0N VIEW B _ ��_____� ... _,I � M I= � (5EE NOT G) __ _____--_---____________________-____--____--- --_._- �- OUTLET 5TUD X�CX.xx `> ._.._....o,�.....a_..,, 155.8 fi 160.6 6 NOTE. CONTRACTOR TO _� � � � (C'F'TIONp.I-) -- ~-----_-_---- nnuaacaeeae®a.aaanemaa.naeeaoanmeeneiaauaemnnu®nlmvnauuemsmmemuuunuuuunnnmmnm VERIFY EX. STORM PIPE 6 � 0 (5EE NC3TF-5 05) w `- CONFIGU`�AFIOr� CONNECTIONS AT OUTLET OUTLET EX. CATCH BASINS. 1-CARTRIDGE CATCH-IBA IN PLAN VIEW INLE f „« +'� IiL�t .—� Client LIFTINU EYE 5LOFED Lid —�— .._._.._._. _u NO 4110 SOLID OVER NO_ --- ACC'E-iia COVED _____---------- -- INLET GRATE — OPI=NING -` - ----- Ye NC7TESJ5PEG'IAL 1;'.Ec>�UiR h�E>�IT��: FEGil Ilk'"� 3 ___ — ._ _ -=_=-� INLET GATE ---- ....a..a......ao_ _..nm_.em..em..a_.e.®.®ee..m...mem.m.mmm_.m.m..m....e..m_._.... ----- A�C;CE55 COVER . _ _ CONCRETE COLIAR PERMANENT OUTLET 5T U E3 —_ (5EE NOTE G) 31,911 POOL ELEVATION -* eeeaoteleaeeeee■etetE:ene®ems;®��: � :�leee:eo�eee:l��eee eel�l�eve:ee�ee�eese:e ___. _...._ (5EE NOTF_9 4+ 5) ate.. STORM:FI LTER. 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E,O27,G.3U No. 5,70'�'l,5R7, NU.G,0`2'7,G3�9 �.� � '► No.5,707,5.27. NLI.G,027.C-39IMPROVEMENT ��8j. o 5�•a r� rata.32W.G 5), C8.2 , . Fria.G.G49.046,Nu.5,G24,57G, 1-C��1. T�FlID+�1� C;��TC',,�II3A�ali�J - ..1.OF� 1�'11E�V� 0.---�1 - raa. G.G49.a45,N+�.5,624,576, RO UTUER 11.5.MID f U�'t;IGia AND 07T1ER U.S.AtaD FOREIGN ___ PND OTHEK U.5.AND r-CJREK-A►201 6 CONTECH`.�'totTTl�V£1t£r.3c�L�u$lons f ATENrS F'ENDCrdG (02006 GONTE�C�H Stomiwate�r Solutions FATEM5 PENDING (92006 CONTEGH 13-torrn�ivaterSoluit:ions FATE1VT5 PENDING _ _____------____.----------_--- �______ a a:.r "r~ I��w+�d1e1e:�••I .�.! 1.- I. t)•�_., G.. "e. . SrLEI_ C T BSI 7OR I-I _ _ Aa r __L_ r i ; I N TO_ I =I Lr � .. teTEu I— r Fi BASIN Mrk1� ®211 � 6a 1�yE P - __ps1Islam Eflt� "A-' —� l I"' ! enoenmunme 755 SW TE CH CENTER DRxPAN AND 8EC.-�<TION VIEWS c-rION VIEWS � 'TOPVIEW, NOTES AND DATA r RR r0W/ TER , ATTI aMM111semy STANDARD �, OR STANDARD DETAIL 1 CAM—RIDGE UNIT TARF - TEUr SOLUTIONS,. z,3 �I� CEONM wy._ contechslormwaler.com DPT'EA1101105`ISDALE NONE F1 LE -��F1�-O'rL GG�r�'1+i+t�l:M.I�1f CtiFC�FQAJ�fi �;c�nte�chasfolnr�r�aW.com DATF:111U1tC�a �C�'dl.E:[V4NF_ F(L�NIR@�EC-13�5F1-5�T1L DrVNNI I:WIN CHIECKE:D:AR.G +contechstannwatLmom DATE:1'G1Cr17C}a SCALE; ONE FlpdEt4�tNffv:D135Fi-a IDYL L�f�4�t�1�r1�1#V Dk1Ari:K;Et7:1nRG __._.___�,....____..,�-__ �_,��_-__ __________-I�___ ��_ ___-_._____®�________ ___�_____,__�______________ __---__ __. _ _ -_-------------- --____r_______-_W-_._--__..___�_________ ---_--_� ___.._�______..-_ __.....-..._.__._...__._...._ .__...__ .._..._.... .-.__......__.. .._..-_._--...__ �Q��PRS ORRGON APPROVED 9>' 1GO& EC PAVED PARKING J MATTING LOT yFW W � EXPIRES: 12 31 13 RIVER ROCK 2" —3/4" 2.5"— 3" DEEP © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED SWALE BOTTOM THESE DRAWINGS ARE THE PROPERTY OF 2' MIN. GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z N REVISION DELTA ww CLOSING DATE ac o 12" DRAIN ROC K 1 IN PROGRESS 18" GR WING MI 6" MIN. 6" MIN. SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION AREA 6' MINIMUM WIDTH. AREA AREA EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS ECONOJUTE* ECONOJUTE* S> 20E SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY SEE NOTE #5 SEE NOTE #5 DISTRICT OR CITY FLAT BOTTOM4:1 NA * OR AS APPROVED NOTES: SHEET TITLE::+u 1. REFER TO APPENDIX A. CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING DETAIL SHEET REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. 2. PROVIDE IRRIGATION AS APPROVED BY CWS. 3. JUTE MATTING— GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. 4. 12--INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 407, DWARF PERENIAL RYE 3070, CREEPING RED FESCUE 257., COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. I LIDA S C8.2 N.T.S. 1:1 DRAWN BY: MH CHECKED BY: MWB SHEET: C802 JOB NO. 2130079.00 MAJOR MODIFICATION SUBMITTAL - 6/11/13 4 •.4 414 (d 00 o PLANT MATERIAL SCHEDULE .� SYMBOL # BOTANICAL NAME -- SIZE COMMON NAME SPACING TRIES � E EXISTING TREE TO REMAIN AS SHOWN r. 0 .� 0 r, ' CO Ac EU 3 < EXISTING STREET TREE TO REMAIN AS SHOWN 9.0 CL 4-0xu 04 0 0T C4 ® 14 ZELKOVA SERRATA 2" CAL, B&B C zELKovA AS SHOWN (D �. ,� 00 Client 3 ACER CAMPESTRE 2" CAL. B&B HEDGE MAPLE AS SHOWN "s X�- y SHRUBS " 80 BUXUS MICRQPHYLLA JAPONICA 'GREEN BEAUTY' 1 GAL. CONT. `Y GREEN BEAUTY BOXWOOD AS SHOWN lo I03 SPIREA X BUMALDA GOLDFLAME 1 GAL. CONT. x w GOLDFLAME SPIREA AS SHOWN k • ! EXISTING LANDSCAPE To REMAIN AS SHOWN I {{ GROUNDCOVER ttt • 166 ARCTOSTAPHYLOS UVA—URSI 1 GAL CON T. KINNIKINNICK 24 0.C. U.. JA Olor;t,' wrvyWWWvwWWWWy 1,805 SF LAWN -- CELEBRATION SEED MIXSEED k x .' . -.."''. 3 . .:'.. .,,<.h..... 33 `CCSB• biro--T -:.-•.' 7,- -t.... .- � s w W ' y " SUNMARK SEEDS 10 LBS./I tOOQ SF 1 jc,_��g ;t{t,� Project i - Rrii:1 E DOOR. s 1 {({t WA QUALITY UAL.ITY B ALD �- PER CW L�[Cf�: TENANT 7IMAN 1 DO S ti IMPROVEMENT : 8 ACER CIRCINATUM 2 GAL.TCONT. -_ (D VINE MAPLE MIN, H 2 ! AS SHAWN a RIBES SANGUINEUM o MIALTCQN . 22N. RED FLOWERING CURRANT AS SHOWN TSH ��R DR MIAMI OR • 0 17 CORNUS SERICEAiAL. COLT. . RED—OSIER DOGWOOD HT. 2 � t AS SHOWN EXISTING GRAVEL. ....... ?_:...: ;:;.•,_; :< PLUGS ; ' 1,410 JUNCUS PATENS SPREADING RUSH 6 PER SF a � rpm • f � ,,.i•-?:iii.,,i. y..-. t ,,.,.:• `:,..,<`.., MIN. HT. 6 778 SF FREEBOARD AREA SEED MIX SEED — DWARF TALL FESCUE 40 t . =� �� •- '•• •. ':" 120. LBS,/ACRE DWARF PERENNIAL RYE 307 . } CREEPING RED FESCUE 25% EXISTING BUILDING � .::.`•.•,�... — COLONIAL BENT GRASS 5% Rn I�. • a _. COLONIAL BENT GRASSOREGON 2/13iQ4 lygE TA NI GENERAL NCJTr� r Y TYP. ^M f.; I. Q GROUP MACKENZIE 2013 I � >f 11. FULLY AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED TO MAINTAIN ALL RIGHTSIrSERvI=© THESE DRAWINGS ARE THE PROPERTY OF �. A ALL LANDSCAPE MATERIAL. GROUT' MACKENZIE AND ARE NOT TO BE • :, , Mtule € DON' 9 e l 2. PROVIDE 1/4 INCH HEMLOCK BARK MULCH AT A DEPTH OF 2 INCHES THROUGHOUT USED OR REPRODUCED IN ANY MANNER= � - NEW LANDSCAPE AREAS, EXCEPT STORMWATER FACILITY. WITsOUT PRIOR WRITTEN PERMISSION • - ---�-- 3, SEE CIVIL SHEET C8.2 FOR WATER QUALITY SWALE DETAIL. REVISIONS: RNSIONS REVISION DELTA AN 5 THIS CLOSING DATE i V V• o f;. ttf i IM AN 01JO : A Q SHEET i t 4 j'"' '§ D00ia ; �trLil �` .-an t», ,S' r�,�.Qf� �(`�; {{•��t�•�,f •. '.'fl. {� t„7O`V€�. J.f / f 7J• Ot� C?I'SY S, RY %.(+./tel ' • -- x N r , r f.r ,:_w � _ �t-:. 1 _ KEYNOTES S _ =r X � Il`I PROGRESS 111 K ! ?,�' j ;'�^'-„xt'tr�•T.�.'..'-Zt5'2"�a,�`.z^�.�.T'_,. DOOR ,� p tl[[ kS eke 1• BIKE RACK SEE CIVIL l Y' Y •F W W W i W .a � !<= t.vW W w Yw •: ti � ,j `•F� ,..r r ! ! / / ✓ / ! / r ! ! ! / ,2 S r W w w f 2. CONCRETE SPLASH PAD — SEE CIVIL W W ,1• W r I iY. •• 'W<.•�W W�+k'-..rV' W l w W d• W W w v .Y J• W • •, w W'W yr W W W W W W w � v WW WW WW WW WWW N k • i • v W W W W W J• W y Z ,� IWvy ,y,w y�•y�,= � W yy W Nn-. .ywyW N Y: ?6 k �•� _ .r i W :.d y,Y.WwW•WWW ^ W ti• W W • ` ; •;. Y X'. , A W W •b �� J � •'� ` .,[,.`W W w W W - t' � W W W W y � � w W x . W W W� +Y� .y r. • `W...'.eAt 4r t .� __ - - -- - ' ' '<' W W Y y - .. W W W •.i k W WWW �W W y -,4 •♦ W W W SITE COVERAGE DATA • % •! ._• .y J W M Wei .i. N TYP. 1 l f el I TIN!2 QQNQI,TIQN FINS D I - ,� TOTAL SITE AREA: 217,960 SF (5,00 AC) 217,960 �00 ( SHEET TITLE: I [ k LANDSCAPE AREA: 61,803 SF (1.40 AC) 63,185 SF (1.45 AC) (29.0 ) LANDSCAPE PLAN n id d d d ..._,..__....__'_-.-._ '—•syr _ f s ''°•'-' - - � 34 Q 15 30 60 120 DRAWN BY: TEB , CHECKED BY: RML i SHEET: . 1 inch 30 ft[. I SW TEC H C NTER DRUFERENCE ONLY I _-.r\'.. ."S.NI?. 1:a^.::.i:';:. -.'�F;' .; ^._::::rJ,'.:.<.w•e- :".. .. NOT APPROVED WITH THIS PERMIT s- LANDSCAPE PLAN � ��,v ; �,,.<_..,,,.^^^�-...•---•..<w, t`"<-:.x-.�•a:.:wi ��'�....,-.:cti,r,. ..w....r .�,�'�w.`..,,.-.... �..- v-N. ..,�� ..-.-. -__<..... .-..<», _...__.....m.< - � n�a� �.,,-. _araca..w��.�..=-.^^ >a ' �i M _�x-.:.-.... ^--•,._�""`�'�--•-...n "-ts`^."o- ^--y:.�llr,,,..x...:-._.�.M.,.�,b�^x• ..rw..^i„/"ca"sr.,-�dw.-•:y.....- :,.--.-tcn.c,.:.�7.�...,.u�,.:-y ...,---.....Kn SCALE: 1” 30' JOB NO, 2130079.00 PLAN REVIEW R 8/7/13 INSTALL BACKFLOW PREVENTER AS REQUIRED ® a BY LOCAL CODES AND HEALTH DEPARTMENT. SCH. 40 MAINLINE °� g GATE VALVES, UNIONS & SCH. 80 NIPPLES .4 AND ELL. TO BE SAME SIZE AS VAULT WITH LOCKABLE VALVE BOX AND COVER. J BAMAETEK 11X17 WITH GREEN BACKFLOW PREVENTER. LID � 0) LID IN LAWN AREAS AND Ill- ISOLATION VAVLE BROWN LID IN SHRUB AREAS SCH 80 ADAPTER & FITTINGS TO BE @0 SAME SIZE AS ISOLATION VALVE. FINISH .GRADE FINISH GRADE 00 DOUBLE CHECK VALVE VALVE BOX WITH 0 I 7YP. 4" PVC SLEEVE LOCKABLE LID °� a UNION EACH SDE V � FINISH GRADE ® � m METER PER CI IL MANUAL DRAIN VALVE MALE TER REDUCER , TYP. MALE ADAPTER/ REDUCER, SCH. 80 NIPPLES BOTH SIDES °� m O BACKFLOW PREVENTER ef • SCH 80 ELL AND NIPPLE MAINLINE GATE VALVE , '� TYP. DRAIN ROCK— r .; •' r..� --SCH 40 MAINLINE 3 CU. FT. MIN. ISOLATION/ GATE VALVE, °� g • ° EQUIPPED FOR KEYED QUICK COUPLER •'.' BRICK OR CONCRETE OPERATION • .: BLOCK 7YP. 4" MIN. DRAIN ROCK Client T Tfi# I - 4" DEEP BRICK OR CONC. BLOCK DRAIN ROCK D MAINLINE 1 1'k T' 1�1K**"2K03 Ivy L. 4 ISU A,--IL VALVE L .1 SCALE: NTS L. ,1 BELOW GRADE SCALE: NTS � .� SCALE: NTS (��.� SCALE: NTS u a -- VALVE Box WITH COVER FINISH GRADE/TOP OF FINISH GRADE MULCH QUICK—COUPLING VALVE " MI AUTOMATIC CONTROLLER P SC 80 NIPPLE CLEAN AND LIGHTLY WITH LOCKABLE DOOR Project VC H PAVING w _ COMPACTED BACKFILL O LaCie NAW 3 INCH MINIMUM DEPTH J SCH 40 CONDUIT FOR IMPS® MEAT OF 3/4 INCH WASHED Z w COMMON AND CONTROL GRAVEL TRACKING TAPE 6" a WIRES TO EXTEND 5 ABOVE PIPE BEYOND EDGE OF BUILDING BRICK �. •• Q• .Q '•.' ae. .•4 • _ CONDUIT FOR 120 VOLT 7 SSV R PVC SCH 80 NIPPLE z . • Z ELECTRICAL SERVICE WITH ®, �� PVC SCH 40 TEE OR ELL z CLEAN BACKFILL LATERAL LINE JUNCTION BOX w PVC SCH 40 STREET ELL i cv q (0 BUILDING WALL Z TRACKING TAPE 6" ABOVE °p MAINLINE o.• BUILDING FLOOR �iST SLEEVE v SWEEP ELL. ON ALL �0 IT SCH 40 PVC SLEEVE . d ELECTRICAL CONDUIT PVC MAINLINE PIPE ALL WIRE TO BE INSTALLED AS PER LOCAL PVC SCH 40 ELL � ATTACH IRRIGATION WIRE � ' ° ' ' '° Rc� in M.La ��tin TO MAINLINE A7 1 ELECTRICAL CODE. OREGON 2" X 2" REDWOOD STAKE NOTE: INTERVALS OF 25'-0" VERIFY LOCATION PRIOR 2/13/04 TO INSTALLATION.TION. T WITH STAINLESS STEEL EXTEND IRRIGATION %� SLEEVES 18 BEYOND ' GEAR CLAMPS INSTALL CONTROLLER EACH SIDE OF PAVING. PER MANUFACTURER'S INSTRUCTIONS. SEE Q GROUP MACKENZIE 2013 SPECS ALL. RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY.OF 0 U I rv\ C 0 U P L I NO Go' V L V E 6 IRRI SLEEVES PAVINU IRRIGAllUN � � U NOTROLLER GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, � .•� SCALE: NTS � ,1 SCALE: NTS L .1 SCALE: NTS L. .1 SCALE: NTS WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: COILED WIRE z WATERPROOF CONNECTION N a REVISIONS REVISION DELTA VALVE BOX WITH COVER �o THIS CLOSING DATE w w SHEET FINISH GRADE/TOP OF MULCH PAVEMENT OR CURB REMOTE CONTROL VALVE 1" MIN, TOP OF SPRINKLER FLUSH PVC SCH. 80 NIPPLE 3" MAX WITH FINISH GRADE, AFTER PVC SCH. 40 ELL. SETTLING FINISH GRADE PVC SCH. 80 NIPPLE i r� i� i�� , � \� /� a \�\i �� \�y�� ROTOR POP—UP SPRINKLER 3 M1N. / /�i /\ /\\ii /\\ii '\` ` �`,�i��`�`��` POP—UP SPRINKLER SHEET TITLE: BRICK TYP. ��, �� y�'� BARBED MARLEX INSERT PVC SCH 40 NIPPLE IRRIGATION PVC SCH. 40 TEE OR ELL. ��r�� ii��i\�i� (LENGTH AS REQUIRED) THREADED ELL �� Alli SCH. 80 NIPPLE AND SCH. ��i ii �`ir ,(�� i%��i��`%i. PVC SCH 40 ELL /\\/ ,� \ i � f��i�i�`�i i. POLY SWING PIPE—MIN. 15 /��/� / 40 ELL. �\ � � � PVC SCH 40 STREET ELL � y �� y LENGTH MAX 30 LENGTH •.� . PVC MAINLINE PIPE ��y`�\�; �'�`��f`�� 1Ill>I y ��;�, �y� BARBED MARLEX INSERT & THREADED ELL PVC SCH 40 TEE OR ELL IM IM PVC SCH. 40 MALE �is�i{ii�iiiiyi:�i�iili��i�iiii.i,.iyi.�i:�i:� SCH. 80 TEE DRAWN BY: TEB ADAPTER PVC LATERAL PIPE LATERAL LINE PVC LATERAL PIPE CHECKED BY: RML 3" MIN, DEPTH OF 3/4" WASHED GRAVEL NCE ONLY SHEET: 140 `APPROVED WITH THIS P M ELECTRIC REM%.,f I E Cu""' NTROL VAL.AT/E10 SPRINKLER POP-UP8ml Lu 11� AV-R L8.1 SCALE: NTS L81 NTS L8.1 SCALE: NTS JOB N o. 2130079.00 BUILDING PERMIT SUBMITAL - 4123113 0 7 � .�, 0 oar_ s EDGE OF GROUNDCOVER ` AREA/WALK EDGE LLJ • Spit DISTANCE FROM EDGE IS HOSE CHAFING GUARD SET CROWN OF ROOTBALL 1/2 THE SPECIFIED O.C. z SPACING 2" ABOVE FINISH GRADE HRUB GROUNDCOVER 0 Co AND REMOVE BURLAP AND ----ROW EDGE OF S / .gCo GUY CABLETOP HALF AREAIWALK EDGE TWINE FROM OF ROOTBALL TRI—SPACE, AT SPECIFIED ® � g O.C. DISTANCE- c1N DISTANCE FROM EDGE IS �_ 0 -- 2 x 2 x 8 WOOD STAKE EQUIDISTANT 1/2 THE SPECIFIED O.C. CL �® KEEP CLEAR OF ROOTBALL "� MULCH, 2" DEPTH PLANT CENTERSPACING P SET CROWN OF ROOTBALL FINISH GRADE Jf ROW m 0 3 ABOVE FINISH GRADE Z TRI-SPACE, AT SPECIFIED o AND REMOVE BURLAP AND --MULCH, 2" DEPTH co _ s J O.C. DISTANCE- - WIRE BASKETS FROM TOP - - - - �. ••�• _ - - - `' � � � � � � � I •• — —_ FERTILIZER TABLETS 'n HALF OF ROOTBALL I1=f I1=111=11 ISI •; 11-111-- -- EQUIDISTANT PLANT CENTER " _•.,• I i_I 1 I-1!I-1 I I-11 .. � -. . � - _ _ - = I I I-I I IM I i-111= ROOTBALL Client • MULCH, 2 DEPTH 111-1 I i_l I I-1 i I - - _I 1=1I MI1=1 IM PLANTING SOIL - �I I 1=I 11=111=11 i 1!111(=I - - - -f I FINISH GRADE I I-1 I 1=1 I 1-11 I-i 1 I I!-I I 1-111=1 I i�l l -. �. .- .� -: : :�. � .. � .-. . : -... :. .: . .. � ..-- . . . AMENDED SOIL _.--III �• � •�• I I — -I I(-1 I I-I I i=11 i- __._ ---I!1=11(=1 - i FERTILIZER TABLETS COMPACT PLANTING SOIL III III III { I I III III III III NATIVE SOIL =-III _ _ II= II III III III III III II1 IIIA PLANTING SOIL 2 x ROOTBALL NATIVE SOIL tit iit ttt tit tit itt iii tit -- COMPACT PLANTING SOIL NATIVE SOIL STAKE2 1SHRUB UNDCOVERlJ I� 1PLANTINGGR SCALE: NTS SCALE: NTS L8.2 SCALE: NTS L8.2 SCALE: NTS L .2 L .2 ----------- Project LaCie TENANT IMPROVEMENT 7 W TECH CEWER DF nGARD, OR ST s bine ug in OREGON 2/13{ 4 O GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z c"0n REVISIONS REVISION DELTA wo SHEET. CLOSING DATE SHEET TITLE: PLANTING DETAILS DRAWN BY: TEB CHECKED BY: RML PXFIE"NCE ONLY SHEET: NOT APPROVED WITH THIS PERMIT 82z JOB NO. 2130079200 BUILDING DING PERMIT SUBMITAL - 4123/13 g � 1 2 3 4 5 P, 7 8 9 10 241 0 LIJ u , » , n a » , » , » 31 „ ,_ n 431_ » 2431_nra 24,_O» 1 -0 24.-0 24 - no QD 0 24 -0 24 �-0 24 -0 24 -0 24 0 2 0 , 40 V �_ » ® � 169 -gyp- 71 4 f S, Y A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. DO NOT DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE 2 �, 14 BUILDING SHELL STRUCTURE. B. REMOVE EXISTING PLUMBING WHERE INDICATED, INCLUDING 00 UNDER -SLAB PIPING AS REQUIRED TO AVOID UNNECESSARY 0 � M IV V. � 13 PLUMBING DESIGNER TO A �...__........,._. .�...,..... -.��, �...._�.�..� �. ...�.w.. .-._... ��.,_.....-_-...�.�.�.........�...,�._... ,.��....� ..w...�.�...w....�. _ ..�w � �, � -OUTS OR CAP PLATES LU B g � ...... ..� ....��.,�.....�._..,._ CLEAN- T _w...�. � T VERIFY. °� a ..._..,..�.,._m .._..�a.n.,_�...�. D'" 1"-25 �.��.m,_...F_....� .,F25.. .1�� ..��...x.,x...�._.�.. DW �. ....,�.� .�.,....�., D� -� �� 3 � � C. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW I 4 WORK TO NEW CONDITION. g 0 d g D. FURR ALL EXTERIOR CONCRETE WALLS WITHIN THE OFFICE, ® � o 123 PRODUCTION AND REPAIR AREAS (R-13 BATT INSULATION). °� QD 0 to r w � SEE DETAIL 7/A8.3 g � ® � `0 o CO of E. PROVIDE SOUND ATTENUATIQN BAT f INSULATION AT ALL N o ir) i t CONFERENCE ROOMS AND PRIVATE OFFICES. w °a g W 00 13 a PRODUCTION F. PROVIDE 100% SPRINKLERING THROUGHOUT IN ACCORDANCE } 123 WITH THE LATEST EDITION OF NFPA 13 N 6 { 125H « � Client . t w 1 00 ; co «I KEYWC)TES i TYP. ® ® C° - _ ®_ m m ____� _ � B - ® ® Dw _ __ Dew 1. EXISTING COLUMN TO REMAIN. 8 "� -�--�- SS - - - 2. EXISTING OH DOCK DOOR TO REMAIN. } 9 5 3. EXISTING OH DOCK DRIVE--IN DOOR TO REMAIN. A8.2 4. EXISTING 3'x7' HM MAN DOOR TO REMAIN. f 11 5. APPROXIMATE LOCATION OF EXISTING UNDERSLAB SANITARY o ' r } � 123E " SEWER LINE. CONTRACTOR TO VERIFY. t fi 12 D o o w 6. APPROXIMATE LOCATION OF EXISTING OVERHEAD DOMESTIC 04w o o WATER LINE. CONTRACTOR TO VERIFY. ..p. ...._...��r....��®®w.�®__®�,..._,.�.� ,n r 7. APPROXIMATE LOCATION OF EXISTING UNDERSLAB f y .,rw ..� .. �"i.s.c-etaW ;n' ., ..''" si`4" 'Y:E'.i�d1e�. - � '� - � =� _�� "µf -- STORMWATER LINE. CONTRACTOR TO VERIFY. WAREHOUSE 12 q I 8. EXISTING FLOOR DRAINS/SLOPED SLAB. SAW CUT SLAB, 125ff C° REMOVE, AND FILL TO LEVEL OF SURROUNDING FLOOR SLAB. 00 `Q I 0 I ° 9. INFILL OPENING AT NEW 9'x10' INSULATED OH DOCK DOOR, SEE SHEET A2.4 (0 10. NEW HYDRAULIC EDGE OF DOCK LEVELER i 11. REMOVE EXISTING OH DOOR AND INFILL WITH STOREFRONT, Project N SEE ELEVATIONS. Ita L.. Cle MANY 12. NEW DOCK RETAINING WALL, SEE A2.4 IMPROVEMENT I F �} I 13. 3x7 INSULATED HM MAN DOOR BY PERMIT BUP2013--00483 } --� E Z - 14. CONCRETE EXIT STAIR BY PERMIT BUP2013-00083 f I � 15. NEW DOCK SEAL O -KV s F I w' o LO I , L~l `7 W H CENTER DF U) - REPA R J_: f 1 125G ' � 2 I 1 «I A8.3 I I I TYP I F � � I �N D } I ROBERT C. THOMPSON 5 - F __F -1 F r- - PORTLAND OREGON #, I LOF copr 1 I , I w o � GROUP MACKENZIE 2013 LO t I ALL RIGHTS RESERVED € 4 THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, w 24C I =_ A I WITHOUT PRIOR WRITTEN PERMISSION -------------r r { g Q0 I I REVISIONS: E 125E 125 125D 125 125 ._ w I � I i o 125 �..� I O �. -.-�-- -.� -.�.� � �= E � REVISIONS REVISION DELTA E 124D 1110 (0 w� THIS CLOSING DATE £_ I a o SHEET o b® ��O s� 4 !.f.fv ��! ��®��!!- ..ff� .fffw ! ...ilk..� �;A fa/fi OWr•!.fDOF1 toff.wY0! .®!!� .iiw W'ii O.®.ice®� »:-;sn..sa .".z✓c��s..rfo.....r.+.rasxuu'kf,.+w-.wnnsrsr,vssss,.rr:��c:zs: csaw¢s�.�r:?*-s.:a� +rrasezaata� Lyzcro,vs. `r• �- F A2.4 13 10 2 2 4 15 9 12 3 4 TYP A2.2 r r r r r r � 24,_0» 24,--0» 24'_0" 24,_0313124'-0" 24,_0„ 24,-p=' 24'-0» 24,--0» 24'--0» " 241, �» JX SHEET TITLE: 1 2 3 4 5 6 7 8 9 10 11 OVERALL FLOORPLAN 1 ALL FLUUR PLAN A2.0 1/16,31_1,_0„ DRAWN BY: ELJ CHECKED BY: RCT L EU`E 2Ns w Um'b SHEET: 9'x10' OH DOCK DOOR NEW FULL HEIGHT OFFICE/WAREHOUSE WALL WE-mama EvAdmam SEE DETAIL 1/A8.3 ® DRIVE-IN DOOR _ NEW THRU GRID WALL, SEE DETAIL 3/A8.3 CONCRETE TILT PANEL W/FURRING, SEE 7/A8.3 NEW TOILET ROOM WALL, SEE DETAIL 5/A8-3 / EXISTING BEARING WALL TO REMAIN NEW PLUMBING WALL, SEE DETAIL 6/A8.3 an W EXISTING WALL TO REMAIN JOB No. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A2-0.DWG ELJ 04/22/13 17:48 1:192.00 o � 0 i fief w 14,_61`t ` LEGO'END CER N 2 TYP. - EXISTING BEARING WALL TO REMAIN S l..Ir__— -- � 13F;�*wP&�H9� I3Fa�69R9Ft�?�F EXISTING WALL TO REMAIN 6 1 TYP. ------ �' WORK TO BE DEMOLISHED if ---------------- > co i 1 l�, IJII.lIlIQ,CZ1I1J7IlIJ I l 1 11 11 � � (d� c --- # if ,� GENERAL ES g Ilr__� 9 II � i(� 10 --* I 11 !I 1 g 0 < 0 t i � '� i I ill I( 3 °e r,-- �� i�� i I 1'i II A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DO NOT to _ � " DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE ull co BUILDING SHELL STRUCTURE. 17 B. REMOVE EXISTING PLUMBING WHERE INDICATED, INCLUDING � I i --- ---a �L__�_ �� TO EM IN UNDER--SLAB PIPING AS REQUIRED TO AVOID UNNECESSARY 00 °9 W 0 0 � + CLEAN--OUTS OR CAP PLATES. PLUMBING DESIGNER TO R.O. VERIFY. Client D•$ C. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW NEW WORK TO NEW CONDITION. it 11 2 E _ d i 91: KEYNOTES 4 3 I I Il 0) 1. EXISTING COLUMN TO REMAIN. 2. EXISTING BEARING WALL TO REMAIN. 3. EXISTING STOREFRONT WINDOW TO REMAIN. 4. EXISTING 3'x7' HM DOOR TO REMAIN. 5. EXISTING STOREFRONT DOOR TO REMAIN. 5 3 TYP. 6. EXISTING ELECTRICAL GEAR T4 REMAIN. 7. EXISTING SINK TO BE REMOVED. - 8. EXISTING TOILET TO BE REMOVED. 9. REMOVE EXISTING INTERIOR WALLS AS INDICATED. 10. REMOVE EXISTING CMU VAULT AND CONCRETE LID. 24,_0„ 9, 17, 3„ 6,_0„ 17,_0„ 7,_0„ 24,_0„ 11. REMOVE EXISTING STAIR (TREADS AND RISERS). 40 12. REMOVE EXISTING URINAL. 72'--0" Project 13. ENLARGE EXISTING STAIR OPENING AS INDICATED. SEE LaCi TENANT STRUCTURAL. -- 14. REMOVE EXISTING RELITE AND INFILL OPENING. IMPROVEMENT 8 8. 1 8.8 9 9.7 10 1 1 7 Sof H R DF RD, OR F1 L. PLAN A2.1 1 2992 ROBERT C. THOINIPSO I r PORTLAN OREGO14 TYP. ! - p Of If IF GROUP MACKENZIE 2013 �i ii C ALL RIGHTS RESERVED jt~----i 14 --, II THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE t II USED OR REPRODUCED IN ANY MANNER, If 1 w WITHOUT PRIOR WRITTEN PERMISSION i�-----i* 7 � il II M 17 _011 00 REVISIONS: fil, 1 l l j \� O k 1 Jill 1 - ---------- -----_ - �� REVISIONS REVISION DELTA f I-I I 1. .r-i i I 1 - I! cc O SHEET 5:5 THIS CLOSING DATE `-„ I l 9 jr� , -I-l-I I I I f ! I If +l CLEAR ; - 11 , - - - -- -- -- - ----- ------ --- ------_� � l - �___�___ -,_- __ _-_� ��--_____- �f---.____-- 13 13 BY P E_R M I T BUP2013- 00083 tI --__ - II Il Il Il --- ,� E:====:: _ FOR REFERENCE ONLY .-- II li Ij it If � jl jl I ll II It Ij ll II II SHEET TITLE: 71 F OFFICE 3 DEMOLITION PLAN TYP. l 24$_0„ 9" 17,_3„ 6,.�0„ 17'---0„ 7,_0„ 24,--0„ 72'_0" DRAWN BY: ELJ CHECKED BY: RCT SHEET: 8 8. 1 8.8 9 9.47 1 1 1 Azal 2Im N MEZZANROE DEMO PLARN" A2.1 1/8 JOB No. 21300'.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079—A2-1.DWG ELJ 04/22/13 17:49 1:96.00 G � u"ENERAL NOTES KEYNOTES . A. VERIFY AND CONFIRM ALL ,CONDITIONS. NOTIFY ARCHITECT 1. EXISTING COLUMN TO REMAIN. (D � :3 co C4 OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. EXISTING STOREFRONT DOOR TO REMAIN. � 0 123E B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW 3. EXISTING 3'x7' HM MAN DOOR TO REMAIN. �a� _ WORK TO NEW CONDITION. 4. EXISTING STOREFRONT WINDOW TO REMAIN. { I 23'---6 " 47'-9" 7 �i C. FURR ALL EXTERIOR CONCRETE WALLS WITHIN THE OFFICE 5. EXISTING ELECTRICAL GEAR TO REMAIN. 6'--5" 41'--4" AREA (R-13 BATT INSULATION). SEE DETAIL 7/A8.3 6. EXISTING MECHANICAL SHAFT TO REMAIN. ALIGN NEW WALL BY PERMIT BUP2 13-- 0083 D, PROVIDE SOUND ATTENUATIQN BATT INSULATION AT ALL WITH EXISTING. a FOR REFERENCE ONLY CONFERENCE ROOMS AND PRIVATE OFFICES. 7. REMOVE EXISTING 12'x14' OH DOOR AND INFILL WITH ° I STOREFRONT. SEE ELEVATIONS. dr, o . a ..,o .... .....-....-. ..,......«....-.._...e.............. . -.. ..,-er-..,,._,-~...;.,,,."........... ... .. ..._..... .-t,......-, .awl..,......-.w-...:.W,............,:....r...y;; :y. P pp 8. REPLACE EXISTING HM DOOR AND FRAME WITH STOREFRONT � �, � 7'c, fi..tx . „ c ..._...................... _ ...". ,_,...-..,...._. ..w. _ 124 -: 118B DOOR. ' WOMEN 122 I I 9. NEW 12'Wx12'H WINDOW, SEE ELEVATIONS. CL g° 10. STRONGBACK AT NEW OPENING, SEE STRUCT. JANITOR{ BREAK ZOOM I 1 hE 11. LOW WALL, SEE DETAIL 9/A8.3 1 I g 121 I 12. SIDELITE, SEE DETAIL 9/A8.5 II L)u0) 13. ALIGN NEW WALL WITH EXISTING WALL. p w CONCRETE TILT PANEL W/FURRING, SEE 7/A8.3 °a N { I � 121 °} � , I ��_. _�._'� �w�_v_. � 14. SOFFIT ABOVE t� W 00 � EXISTING BEARING WALL TO REMAIN N �'� � � � �;�•_ �� p�'�� ,iii��. 119 � :ddfi-'�F3 �� .w.;«..Y.e«w.w.n..+;....«....".s.....>xw.w.rnw..w._..e..+.a.« Y �� o C -.-"...- ---.,. -� EXISTING WALL TO REMAIN Client I .... ._. .~._ k . I OFFICE/WAREHOUSE/WAREHOUSE WALL NEW FULL HEIGHT 0 E HALL MENS I SEE DETAIL 1/A8.3 I M.s....v , w....w.s.m.rxw.rr.r a++ar siw aw.0 awes mr.a..a.r a�os.nmr w . 118 o, I 120 1 civ NEW THRU GRID WALL, SEE DETAIL 3/A8.3 120 A8.4 118A10 NEW TOILET ROOM WALL, SEE DETAIL 51A8.3 -L K-1, NEW PLUMBING WALL, SEE DETAIL 6/A8.3 _ NEW LOW WALL, SEE DETAIL 91A8.3 I: 133'_1 9 38 --2 Of I I OPEN (- l 3 a I (OFFICE 10 A8.5 I i ;' ITr O w w f w I I I A8.5 M t TYP. Project REAPRP ` I 21'-1 to ,. � e L�,�BTENANT I 11 -s IMPROVEMENT 62-01 9>_6" OPEN i _f OFFICE A8.5 � r A8.4A5.2 7 S H R DFi I I` e� ' , OR I I I 7 _ D 1 1 112 { 115 I 1! TYP M1 STORAGE I I COPY g 2992 }A w �. 115 I - w f I I 114 ROBERT C. TNpN"►PSON� F FPORTf�ND,OREGON COPY ( I 1 1 I ` { E 1� 13 113 Off' � 5 Q © �N ELECTRICAL 5 2 14 11 . . w A5.2 I I A8.4 A5.2 w - GROUP MACKENZIE 2013 v- "" © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF u:053-SW 41 4 _ �:� w - � � _ - D.5 �� W w� D. #M� USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION ul I 10'_6" I 14,_7„ 21�_89� 17._0�� 4V1 EX UNISEX I I � I � �� 25 =02I I I I ( I REVISIONS: I �SE j f I I �Oq, I MEETING OPEN OFFICE 3 I 6 ©a ?05 OFFICE 11 i I I I 205 ®�V E 2 ____ _ �, REVISIONS REVISION DELTA I SERVER w a SHEET w � _. .� .� THIS CLOSING DATE ar I I 103 °O u HALL "" I I 204 I 11 00 4--- g 110 1108 I I E :03 OPEN FI CE .. ® ® ... _.. 104 105 _ w �� _ .-...a. _ . riNE A8.5 �.r:3. 00F 1 -1 201 � I � ��. � �� I .®..� ®.�® iI o. AC1 CESS I I TYP 106 107 TYP A 1 _.r I ANITOR 7 203 I I 1 .� T _.. - 204 - - 1I 103 / �...v ®® .....��..� I 2 1 t 108 1 14 s, • ?4D i� z I 102 � I I A7.1 I 101 1 OFFICE OFFICE CONFERENCE - fi LOBBY E / E 106 107 108 I .- { r f CO 102 i� i� SHEET TITLE: 1 VESTIBULE A7.2 101 r f A7,2 ENLARGED OFFICE PLAN I- LiF 10 9 I A8.4 A8.4 4 4 1 I I I TYP 2 TYP. TYP 8'- "± 1' " DRAWN BY: ELJ 13,_4 „ 9,_4a,± 8'_6"f 9,-6,.±el ri ,. 9» ?7._3,p 6�_p�, 17,_0,o 7'_pn 24'_0" CHECKED BY: RCT 24 --0 9 17P-3" 6 - 0 17'-0" 7 -0 24 0 72'--o' 72,_0„ Jo SHEET: 8 8. 1 8.8 9 9.7 10 11 8 8. 1 8.8 9 9.7 10 11 1 I L 000"R P L A 2 IPLAN C_- of= A2.2 1/8 =f-Off A2.2 j 1,/s 1._Q„ Job NO. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A2-2.DWG ELJ 04/22/13 17:55 1:96.00 Ag" E"ERAL NOT ES KEYNOTES �G L=. A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT 1. EXISTING COLUMN TO REMAIN. , #I OF ANY DISCREPANCIES PRIOR TO DART OF WORK. 2. EXISTING STOREFRONT DOOR TO REMAIN. o v SCS VCT B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW 3. EXISTING 3'x7' HM MAN DOOR TO REMAIN. WORK 7Q NEW CONDITION. 4. EXISTING STOREFRONT WINDOW TO REMAIN. C. FURR ALL EXTERIOR CONCRETE WALLS WITHIN THE OFFICE 5. EXISTING ELECTRICAL GEAR TO REMAIN. 1 w ,L AREA (R--13 BATT INSULATION). SEE DETAIL 7/A8.3 6. EXISTING MECHANICAL SHAFT TO REMAIIN. @0 D. PROVIDE SOUND ATTENUATION BATT INSULATION AT ALL 7. REMOVED EXISTING 12'x14' OH DOOR AND INFILL WITH 9 CONFERENCE ROOMS AND PRIVATE OFFICES. STOREFRONT. SEE ELEVATIONS. 00 00 M" sV ; f - ` WOMEN > I I Po " 122 c� se Ii <( ! ` � ... JANITOR �° g s . ' x 121 ' BREAK ROOM (MD [ i 11� � �' Ie� }� .1lEj6 �r✓J� CZ y x sa».� l9d k00 a Ld L® C Client "=y9 F 9s°-719";.',,.,..,��,m..,7 k';:r k.-. , HALL MEN f �. 118 v, Oe N 412 `� ---.- . .1 �U I'— f OPEN F_ � —1 (- OFFICEto o _ L L L -1 f. 1 f f IA —_ Project IRI ( L aCi TENANT 0I I _J IMPROVEMENT' F -1 OPEN 1 f + OFFICE � I_ __l__ _J__ __L_ � 1 i 2 f f '7 S CH R DF 'TIGARD, ORA ® D ( ( CPT 0 A 4 RECORD COPY T� �� - STORAGE 114 f , 115 I - ROBERT G. Ti�G��i�'SON I ! COPY I f I A, J), PORTLAND,OREGON , ,. I 4 �, 04OF e Sc CP - E ELECTRICAL ' 1131 ,-- J J GROUP MACKENZIE 2013 [L ALL RIGHTS RESERVED U � w M w� _ THESEDRAWINGS T OF I �� T— —�. ._.�_.. �_ ______. .� `"� � "_ _�� __� — GROUP MACKENZIE AND ARE NOT T 0 BE ; — USED OR REPRODUCED IN ANY MANNER, ' ., WITHOUT PRIOR WRITTEN PERMISSION . , . `� + �f J1SEX UNISEX I I I I I ILO f00 � AiSE I I I I I I REVISIONS. 10 MEETING OPEN OFFICE > ( I I I ( ( o 105 OFFICE 111 cn 0 �•_ L _ — — 1 — _ _ — ._ — — _ _ _ — —�— — — — _ _ --) REVISIONS REVISION DELTA SERVER ® �' 109 ,_, 5:_J THIS CLOSING DATE 03 ............._ .,,.,,w.... ...,. y w I �.w�..,.,.....w..� w W W �© SHEET HALL � Q. � � 110 - - - - - - OPEN . Nd RA � 1- --I (- -1 OFFICE > v > v v VCT C 11 ACCESS I I I 201 - a_-. - ... ,.. JANITOR - - 203 � D 204 --� {-- ----� — - 8 V CPT I 1 ! I ( I ( I CL a- v VCT T r > > I I I I I I I I I I --- � OFFICE OFFICE CONFERENCE E �w _ - .. - — - — — --- — _ — — I� - - — �- _" __�_` _" �I — _ _ -T _ LOBBY °- 102 106 107 108 � I I I I I I I ! I i I I I � SHEET TITLE: VESTIBULE U � tO FIRST FLOOR _ _ � L_ OFFICE i 3 FINISH PLAN F F I I DRAWN BY: ELJ 1 I I I I i I i 1 9„ 1�,_3„ 6,_0„ 17'_0" 7'-0" 24'-0" 9» 17,_3„ 6,w0„ 17,_0„ �,_0» 24,_0„ CHECKED BY: RCT Aw SHEET: 72,-0„ 72,_0„ 8 8. 1 8.8 9 9.7 10 11 8 8. 1 8.8 9 9.7 10 11 1 FIRS'wri -FLO"OR FINIE3HAEzi.AN s��1,,0„ A .3 1/8 =1, 0,. JOB No. 2130079-00 A . / BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A2-3.OWG EW 04/22/13 18:00 1:96.00 pC..a pp i 1 4 5 6 > < 8 Ab 4Lg• £` }tet °p Y I ty Ili Im _ ..._.m,..._m.,..�...._.,...,....,...�._.,_.......M ..._.,.....,..�,.., .. ,•4 ,�e:. . .�d„� :..,,n».: _ �w ,�.a.�. �:��.,�: �. ��.��” .._,...._._.....�. ...,___.M,.,.....V.,.w.�,"...-.,.w,._�':�..�.'�:�-.,�..� ��, :. �--� ,µ...�w.......� .. ,.�...., W�:�-'""."" � � @ OO � �\\ io 0 g0. 0 t , W f °p �, w 0 } 5 8 1 TYP 6 4 6 � � � � d 6 2 3 6 7 � Client ENLARG""ED TRU(g0;"kK A2A / 1 2 3 4 5 6 7 8 Project LaCie TENANT IMPROVEMENT 1 5z I 1037&% SW TECH CENTER DF A8.1 As.1 , OR I E124) ( 1 101 • 125E 125 125D 125C .�� 1258 .- 4 f m i � CO 2992a 2 3 9 6 7 5 10 14 11 9 6 1 4 12 _�. 9 I g .�._.�.�.._,.- ..�....... __..,�. ROBERT C.THOMI'SON 6 } TYP11�0 ,-O: 9,—o:, PORTUND,OREGON , f Nov 0 4,_0» 11'-0„ 9,_0a, 9,_0„ 12'-0" I-0 r^ XISTING OPENIN EXISTING OPENING p O GROUP MACKENZIE 2013 C ALL RIGHTS RESERVED 24'-O" 24'-=0" THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 13 REVISIONS REVISION DELTA UJ o IEET CLOSING DATE SHEET TITLE: 2ENLARGED TRUu"K [)OCK PLAN A2. 1/4"=1'—0" ENLARGED TRICK DOCK PUN 0"ENERA L NOTES KEYNO.'rES L B03 EIN 1[m)" A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT 1. EXISTING CONCRETE TILT WALL TO REMAIN. DOCK DOOR _ _ _ _ _ _ _ _ = WORK TO BE DEMOLISHED OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. EXISTING 10'x10' OH DOCK DOOR TO REMAIN. NEW INFPILL WALL SEE DETAIL 6/A8.1 B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW EXISTING 11'x10' OH DOCK DOOR TO REMAIN. DRAWN BY: ELJ / TO NEW CONDITION. WORK DRIVE-IN DOOR 4 EXISTING DRIVE-IN DOOR TO REMAIN. NEW FULL HEIGHT OFFICE/WAREHOUSE WALL 5. EXISTING 3'x7' MAN DOOR TO REMAIN. CHECKED BY: RCT CONCRETE TILT PANEL W/FURRING, SEE 7/A8.3 SEE DETAIL 1/A8.3 6. EXISTING DOWNSPOUT TO REMAIN. _ m NEW THI.RU GRID WALL, SEE DETAIL 3/A8.3 7. EXISTING CONCRETE STAIR TO REMAIN. SHEET: EXISTING WALL TO REMAIN 8. REMOVE DRIVE---IN DOOR AND TRACK. 9. NEW EDGE OF DOCK LEVELER 10. INFILL OPENING AS INDICATED, SEE DETAIL 1/A8.1 11. NEW 9'x10' INSULATED OH DOCK DOOR. 1.2. REPLACE EXISTING HM DOOR WITH STOREFRONT DOOR. 13. NEW DOCK. RETAINING WALL, SEE DETAIL 1/A8.2 14. NEW DOCK SEAL JOB No. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079—A2-4.DWG ELJ 04/22/13 18:04 1.96.00 1 2 3 4 5 6 7 8 9 10 1 1 r= 241'-0" 1'---0" 24'_0" 24'--0" 24,_0" 24'--0" 24'—0" 24'--0" 24'—0" 24'--0" 24'—0" 24,_0" of %0 0 3'E&N'ER AA L mr,'*Jm OT ES A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT i i 1 i 1 ► I I 1 OF ANY DISCREPANCIES PRIOR TO START OF WORK. DO NOT DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE � BUILDING SHELL STRUCTURE. 2 bk B. PROVIDE 100% SPRINKLERING THROUGHOUT IN ACCORDANCE TY WITH THE LATEST EDITION OF NEPA 13 P C VE TI AT NREQUIRED BY 2 0 ° G. PROVIDE MECHANICAL N AL IO AS 01 _ OREGON STRUCTURAL SPECIALTY CODE. 0 to a� g no CL ® � 0"'YES � � � � Y.......v._.«. �.,.. _.�,....wn�T«.� �..�..�__.�.._ -.�. -.-........ww.......� ...,...-,..�._v�_ -...«. .,. _.w.� _.�..,w�....�... _-.... _...�.....w... .�......_�.�..._-.. .�. .-..�....-..._.....�. ..�........�,.�«._.. �..� - - .W..�. ., ...__...�.... w..�. ...�.�..�......-..._. ` ..«..._.,,�. �..... ...-..�.N_..._w.. w.�....�.�w.�__ _.... -._��.� � 1 = KEYN'%,.; � ® 0 '0 v ! t ...�,.,.....V... �« � .�.. � � w.�.�.._..��.,....�...._.�....... _,... �..h...,.,,......w.w~...-. ._....w�..,._«....._.... -...._.....�_ � (fit � � �9 9. EXISTING COLUMN TO REMAIN. o g e4 [ x °} 2. EXISTING 2x4 SUBPURLINS TO REMAIN. ob 0 3. EXISTING SKYLIGHT TO REMAIN. 4 4 4 1 3 4. - EXISTING SKYLIGHT TO BE REPLACED WITH SMQKEVENT. PROVIDE ADDITIONAL FRAMING PER 12/51.1 Client 5. NEW 4x8 SMQKEVENT SEE DETAIL 9/A8.1 > mi 6. HVAC UNIT BY OTHERS, BY SEPARATE PERMIT. FOR B - 0 ® ® ® 0 ° REFERENCE ONLY. 6 S M K E V ENk &T I N �{ ......y...._...._... ..w_.. ...«�.�..w�..� .�._.,.��...w�. .�._.. ....._...._�«.�_-.. _w.,www.w,...�.�.,. .�«�. ..��._......�.. -w�.�.�...._,...._ _.w.. _ .w�.... � ....��.�.w.�... �..,... �,,..�..w...�...«w .....�.._...�..w�.. ,�_ _�.�..�.,....w�. ....�.�„...�.�.«... __.... ._..�_.,� ...-«.M�. ......�...�.. ..� .m._�:Y�,_,..._ _...�..._..,�. SE w f .....« ..... ..................... .....................«...,......,».,..,wn,.....w....,..._., ..,„...,. ... .«..,....,........w..........-.-......,._ .,....,.-w..,..,..«.w.�........ ...w�„........ .......... .....«....�...».�...........«,.d.....«-,........« ..,.-..., ......+ - ........,.....,..,,..w.....-. .......» ,�.w .-+...+..-,............,...-.,....,.»,.....,....... «..,�...�.,....««...w...,...............�+ .,.�,,.... .....,...........„.........„... ” NOTIE: V! LCUL MONS BA O.■ ®1i v/ �� o !E TYFL x x ( .. � � � o SMOKEVENTS w � �..� _ _-__r - �- ww-_w _ __. . ... _ .W �� w_ - I w� �w _ - .W _ - __ - _ _� _ 'n REQUIRED SMOKEVENT RATIO: 1:75 STORAGE AREA (S--1):(HIGH--PILED STORAGE) 31,040 SF 4 4 4 , � l REQUIRED SMQKEVENT AREA. 414 SF oi�-.....�...��...4... .�.' ~-~.-� �._. ~w�.. �_� _._.�_._...��.. ...�. �..�.........�._ ..,...�......_�.�. ....� �... ,. ..�.....� -........��..�......,._ __.. ,- ..._�. �..�. .,� ,..�......�.�.. � ..�... .�,�.-...�.«.....,,.�..3 REQUIRED NUMBER OF SMOKEVENTS: 13 VENTS - 1 - BASED ON 4'x8' UNITS (32 SF) - . ..� .�_ �._ _. .r - .__ _ _-__ _. w_w�-«-_-. _� - __«TY . _� - _ __�w. _ -� -� _ _- . _w w .-. ._. � �.. w .- _� �_ W_.._. PROVIDED SMOKEVEN TS: 13 VEN TS SMOKEVEN TS NOT REQUIRED IN F-1 MANUFACTURING AREAS I PER SECTION 910.2.1 (UNDER 50,000 SF IN AREA) Project f N L aCi TENANT fI= __.�......�._..«.,. .�.. ..�......-._._._. � u..-. �.._._.�.�_�. .�.....�,......_ . -...,�..�.,,..._,�,_.Y. . .r._,....._...,�,-._ �.__ .�._.....�.«.-..... ._.�...��_.�. ._.... �....�..�..._._,-., �,.,.� ..�. �... ..�.�....�...-..�..F.. ��. �� ...«�,.....��... �.� ...�.M...-,._._�.. �...�.....�...-. ._..� .w�,µ...-.w�... ,...�..._ _..�.. ...�..�...�.�. DRAFT CURTAINS NOT REQUIRED PER 2010 OREGON FIRE CODE TABLE 2306.2 IMPROVEMENT O y�; �/ o W TECH C R DR 4 4 1 5 3 , OR 1 EYP: =I 6 TYP. i �� _.�_..,.��,......w.W.,. ._,.... .�...�...�....,....._ K.,._ ...V.y.. ....a...�_. .Y...�..�.._...... _._... ,..._.�,.,._«,...,...M �...w.d,_.....,..M.,w. .��. ..,....;.......m....,..,._1.��...�..b.........,,.,_ .._.... .,.�....._�._., �.........�..,�_.... ...�.. .�...,..«,..�...�:.._ � �� w...,. .�...«._....,,... -.....«.�.-.«..,._..,.�.�. .._,. _�.�.._1.._.,.,_...., _...w...,,...�...._...�. .�..,. �_._. 1 „� � Q - 2992 �€� �.-. ....-.. �_.,,..-.,_. ..�....-....... _.�.. .......«...�-.._._. _...-.�...�.... ..,�.. -.__._._._._,..__.. -._._... _ -.....�-_..��...,...--.,..,,.-.......�. -.-.. ..._._.�...._._..«. .��.....�...,..... .�._ .._......�.. � ..-..,. .._.«.«..M.....�,.,.._..5 � ,.._._. �_ ...........m.«........ ._,,. �,.�,.w.._.,� �-.. _._._ � CRUBERT C. T4-at��1PSC�� p t\ l 0 f 5 f PORTLAND,OREGON , © 1 x x 33 X CJ ttj u © GROUP MACKENZIE 2013 4 4 4 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: � �.:�-�._...:w_��..�.�..m....�..-_�..�.��-__..��._.M�.�.__�.-�w.-.��.�.w.._.�....y_�.._...._.__.....�......-m�.,.m�-s-� .._r___.�..�..._._b._�.� .�_ _.w.��,h.�...�wr.�...�._.._..��... ��..-.�..m.,.�.....�....�,.�. .�-�._,..�...�m ..._._ .�.....�........ ..._..�..�_....�. .�. �.�... ...._....__..._.__ .ww� _._.�.._.�...�.. Z o H REVISIONS REVISION DELTA C0 5 THIS CLOSING DATE w o SHEET € F o 1'�-0" 24'-0" 24'-0" 244-0" 24'-0" 24'-0" 24'-0" 24'_0„ 24'-0" 24'-0" 24'_0" 241' 0" SHEET TITLE: 1 2 3 4 5 6 7 8 9 10 11 OVERALL R® PLAN BY PBUP2013- 00083 K'1`� PLA'I')I' FOR REFERENCE ONLY X12.5 1/16»-1,_0,� DRAWN BY: ELJ LEG"EN'Lmm m a)"' CHECKED BY: RCT SHEET: = == EXISTING WALL TO REMAIN NEW FULL HEIGHT OFFICE/WAREHOUSE WALL SEE DETAIL 1/A8.3 I� x EXISTING SKYLIGHT JOB No. 2130079.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A2-5.DWG ELJ 04/22/13 18:19 1:192.00 ® ® � � g 1 2 3 4 5 6 7 8 9 10 11 4 z _»».�.,...._.M..�......_.w.m.....,_—....,........_.,�..W...—_.__..,..�.....,. ...,..�...�.—.�»......_..._,_..,_»...._...................�....,...�,�..�....»�»..._..__ ......, .,. -�^••y ,_....�.........�,,..___.,»,.._..�.....�...........,.�......�...»....»,.M.�.w.k .�M�.._. ....._.�...�.._.�._M...�.�_..,.�..._._._.._.._._.........—..,,.,....».,.�...e.,�,. ..�».�.....-.....�,..._..�......_,.,�.M_....w....�..._._,�.._...._.-_...._.,—...,..._..._..,.a..—..., �y .»_....w..,..�...._..» ........: ....._..._.......�. �.._»...._._..�..............._....__...w_ _..�_.._..w.,,..q - _.�__..._.�._.,...._..,_._..._.�..—.._......._ _ ® � .� ..........�«..............».,.........�............».-....,,»«..........,,.,.........-«....-......,._...,.,.,.....-..w.....,......»-..,..,..,...... ...w.....w....., �.�.....H...-.,:....,...,.,.............,.».....,..............._.�....,..�-..,._,...,...,....,,-.........,..-....,....,.�.................�.-.....-...-..,............«..w..._... .T._..,-»..,,..».,_,......-,......,..,.,...,..».,....,..+..-.+-....»........_.....-...�.........,......................,......»., ..... •.VM....,.,f......�......-.........«,�..,..,.»...,........4...,,........,,�.«..,.....,.........,....»...............,�.-... ...«........ ....w............. �.«..,...,,......,..,.»...,......,w. ........�...... .....,..��w,...,....�...,..._.,..,._,,..,..............,,.........»M..,_....m.»...,w......�....w...........�....�,w...,..,.,,.,..........,.w......w.,.,�.......»,.......,.,...�.,.....f ...».....»,,..,.-,.........,.w..... ».,..�.w..W.,.._.ww....,,.. ..,..,.»»w.-«.,.........,........,w...,.,...»., ...,..,...,.....w....,.. 00 .." � `"` w.,_..»_..». ...,...,..,..»..»,,,.„,....,,..,....,,..........»...„,,...�,.,.....�....................�.........,.........,.....,.... ....».»........,.....F.,.,.,.. ....,...«,.»......„:.,.,„,,,..„»....,.....,............,.«......,..w.......,.. «.„.,.....w..,....._.....,,....,......w..--............._+,,....-,-......,.....w..,...,..,.-v............,,...w-...,....., ..,...,,.�.,..,..,...,....w..,...w...,.....w....._.....-�,...,...,.,...............w..w....�w.......,.,..»� 1�t "® � JI 25 • 1D —ion -4 10 --)0 --------------- — . 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I�� i GROUP MACKENZIE 2013 b e ALL RIGHTS RESERVED i 4 THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, i WITHOUT PRIOR WRITTEN PERMISSION / / I REVISIONS: 3 z - - h REVISIONS REVISION DELTA 5:-1 THIS CLOSING DATE L-Jp SHEET I2 �._ .�... .�._ �.._ ..��. __. _...�...._..T�., .w..�. .w._....�m,. .,,w_ ..�.. �. .....,.., .�,..... ...�,,� ....�. .m...a. ..�... �.�w._.��.. ._...._...�......,�... .�w.. .T..._ — .�. .�_..... .,�,,, ...,.... �.w.�. — ..�........_.._.......wM.��..w.;�.. ...,�,..,..� w.....�.,._.,. �.,...,. �..,..... — ��.. .....,.. .,wm �_�.. � .,.�...,.,_....,�.�_ �_.... � .:�.�.. .,_,. � ,� — — �.m.� � ,�—.��... �.,�.�.__,._...� _�w. �.w,.. �.w*..._..,,. _.�,..«__....�t =-T L L SHEET TITLE: 2WES"i ELEVAT1 A3A 1/8»=-1'-0” NOR11i AND WEST ELEVATIONS ANOL GENERAL 'I"40orylES KEYNOw"TLE6 A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT ?. EXISTING OH DOOR TO REMAIN. DRAWN BY: ELJ OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. EXISTING 3'x7' HM DOOR TO REMAIN. PAINT ALL. NEW WORK TO MATCH B. PAINT, PATCH AND REPAIR EXISTING CONDITIONS DAMAGED 3. EXISTING STOREFRONT WINDOW TO REMAIN. EXISTING BUILDING SCHEME CHECKED BY: RCT BY NEW WORK TO NEW CONDITION. 4. I T EXIST NG CONCRETE STAIR. C. SAW CUT NEW OPENINGS — DO NOT OVERCUT 5. NEW 3x7 HM DOOR. ' SHEET: 6. NEW CONCRETE STAIR. 7. HANDRAIL, SEE DETAIL 7/A8.2 Y PERMS” UP2013- 83A;Jw R REFERENCE ONLY JOB No' 2130079.00 BUILDING PERNIFF SUBMITAL — 4/23/13 213007900\ARCH\079-A3-4.DWG ELJ 04/22/13 18:21 1:95.00 1 12 0 12 Or rn EQUAL EQUAL EQUAL EQUAL �� - EQUAL EQUAL A3.5 a' �i 6 � UJ w I I A8.5 T/OPENING I ! 5 00 0 J w \ A8.5 . 23 0 o 0 04 T MULLION ` ` ` T/OPENING LLI iFL � g /po o � � g 1% 2m B MULLION B MULLION , a� ® � Fffi: I I ,w A8.5 wi 4 _00Wo A85 a � 0 d � .�. o A8.5 CD 0 � U� � 0 0 Client � B MULLION B MULLION CN I N \ \ i 3 f, w A8.5 { FF T T T . s 1 A8.5 1 , INFILL WIN& mDUW 'As 1= OFFIC"'E N Ao' r3 `EW WIN" OW AT OF 1 4"=I f_0" T= TEMPERED GLAZING A3,5 1/4"-1 —0" T= TEMPERED GLAZING A3.5 / . Project 12 P—Opf L Cie TENANT OF IMPROVEMENT EQUAL EQUAL 3'--3" 6 7555 Skil TECH CENTER DA I I A8.5 .n , OR w) 4 co T/OPENING I A8.5 ®; j `� `� `� = SPANDREL GLASS s f 64T MULLION 2992 ' 4 wl _J O ROBERT C.THQMRq,0N t w B MULLION A8.5 ^ - £�PORTIAND,OREGON y 0r � A3.5 L 04 N B MULLION T QC GROUP MACKENZIE 2013 ALL. RIGHTS RESERVED _J THESE DRAWINGS ARE THE PROPERTY OF N / GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, A8 � T WITHOUT PRIOR WRITTEN PERMISSION FF T T / REVISIONS: z ® N REVISIONS REVISION DELTA 1 A8.5 5 w S III CLOSING DATE A8.5 I - r4 &-J%L ILE 4A8.5 INIFILL WINEDOWUN l A3.5 V4"-1'.—p" T= TEMPERED GLAZING \.A&V uJ SHEET TITLE: GLAZING oELEVAIIONS 2 � I w X3.5 J Q g C- E � I DRAWN BY: ELJ CHECKED BY: RCT SHEET: fw. Aj35 L I i 1 I EINLARGED u"LLAZING"" J0B NO. 2130079.00 A3,5 1/4„-1 0,y BUILDING PERMIT SUBMITAL - 4/23113 213007900\ARCH\079-A3-5.DWG SM 04/02/13 12:42 1:48.00 23'-0 If 13'-0 " 1_7 I off op of ' 1 ^-+ appo/ (c(a�b qq c� no (9 GENEHAL NO"% I ES ''i .........H.. .. .. .... ._. .'.. .. ....._ .> .. ... .: ::..a st <..a....i:.i r: •:i" !-f.:l.•.t' t.H" f: +i.'tia. .'.ri..Y r,: .Y:in .... sms.'aF.t ♦ C.0.. .. > i- k N n....A 4 v r.: ..4 . p. > T r1a >-`Sry ki.•i.ti.., a -4:A'.-...,l .Z ..:i.a ,..Sa4 P'if._ iia,ai.j::::> Yi'. 1SA'b�,. • LI,«4-'. x.J.. .. 4... u�."f' ,¢ �>r'�'.. g��,+1.,[; .,Y;.,'.ai o'.Y..'.,.a !"`.;r•-<Y:-•!sa-,'. ,..�a.kavJ:=..t;d., fY,..s.?v1 ar.c:+l...x.. d rx,� .r.t..` .ts>3.c'.,a."6..Jt.'..0 eri3;« .,.,.,.ve!5, S.a_o.i it�,,r.',+;�f......s.3,',.. .:v' e�.,. �.'k'�s ...i..✓ 'a{i .�. �,>vr.:vl ski@..s.a Pi;e�;P. dpp ([ V ....-.....,-....,,:.,......-_...,....-..........,.. :.-,-._..:.:,—..-•-^---.--_,- _,-.'-_.:...---.-...__-.-:.-.-..-_...---.—.-_-.... -,----..—.-...n.-..-.,... .=_.-. .:" f (:,.moo. Na, - r "� B Y f�ER M.� 7� B(��'. 0 1 3 0 0 0 8 3 VERtF� AND CONFIRM ASL DtMENSIONs AND CONDITIONS. � NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START w OF WORK. c� FOR REFERENCE ONLY A cl B. INSULATE ALL UNDER-COUNTER HOT WATER AND WASTE LINES. D .� C. PROVIDE R-13 INSULATION AT ALL WALLS AND CEILINGS Lt 6 °. C 15 a AROUND TOILET ROOMS. � . 5WOMEN - BREAK ROOM D. SEE DETAIL 9/A8.6 FOR ADDITIONAL INFORMATION ON FIXTURE 1 TYP { TYP w 119 0 �y 122 �, w ... ,� HEIGHTS AND REQUIREMENTS. g g # N Ac 1 p 2 2 i 2 2LEk #f t ( - �� c� —fi # w CL > # 1# JANITOR w ,, 3 2 1 00 o ¢ „ # � ,� 3 � � � � � ; A8.2 A8.2 A8.2 NEW FULL HEIGHT OFFICE/WAREHOUSE WALL � w { U ' 1 SEE DETAIL 7/A8.1 a 0 9 # 16 [ f NEW TOILET ROOM WALL, SEE DETAIL 9/A8.1 a I m� 1 5_ ! fix_. _ .,. .o o 77 17 m _ a NEW PLUMBING WALL SEE DETAIL 10 A8.1 lir e I Client , l _ � - I �,�` , :r 0 20 Lo m.,.r 10 = 1 2 .a 2 K E YN%C,%*# ir E S _�_� ,� # HALL N - � .`w._... .s � . �� 6 TYP .� � - � ® � w >r,: 8 .. f 00 TING N CLMNT AN i. XI U LDI G O U 0 REM I i .. w E S 8I w w Clq A o MEN g w I 3# 2. FLOOR MOUNTED TOILET. ' �-- D I _ ai o _ w 3. ADA ACCESSIBLE FLOOR MOUNTED TOILET. ,> t 1 w r "� w w .. �� 120 u7 C d ! t 1 1 O Clp I I 1 I 4. WALL MO NTED RINAL. co � U U TYP 5. ADA ACCESSIBLE WALL MOUNTED URINAL. w Y 4 �, ,� 5 6. ADA ACCESSIBLE LAVATORY. ; 0 7. 48" HIGH MIRROR CENTER ABOVE SINK. n t _ iI w 2,_877 3'--0" 10" 19 18 8. TOILET PARTITION. ,7 9. 36 GRAB BAR, MOUNTED AT 36 AFF 0 tl t Y5 ,:F. y >p ,Y Ora », s _ £ ✓= $ s.-$ s }} 7 p ( b�`'sxM.:.�r,.a>._ _.,...3z::.?..:.Rza.x :tz..."''',?... 1u';SC...za: :k;:b.LS.Y.. -.:, z`Ys A.3u .p' ..if cLsim.t: ,15,.Y J,zF°:r'}.s.+lv� .t.:s..L..E.'. fCx",hc 3-i.°i�.>e._.� �i.f..s"3.. 7'2" b '9.3 R•.:`•••:^T i..+§.L:75a9 .w� E.H..�x�: 10. 42" GRAB BAR , MOUNTED A T 36" AFF. 67_6„ 12'_6" 7, _ 11. 18 VERTICAL GRAB BAR. 12. TOILET PAPER DISPENSER. a , 127_3„ 1 01_91 13. SANITARY NAPKIN DISPOSAL. 14. SEAT COVER DISPENSER. 23'_0 9)_677 15. HOT WATER HEATER, SEE PLUMBING. 16. MOP SINK, SEE PLUMBING. Project 17• FLOOR DRAIN, SEE PLUMBING. LaCie NA 18. 25" PLASTIC LAMINATE COUNTER WITH UPPER AND LOWER � �- It A MIN CABINETS, SEE DETAIL 1/A8.2 1 ' AND"" BREAK BREAK ROOM" 11 19. ADA ACCESSIBLE SINK 1 4"-i'-0" 115.1 1 4"-1'-0" - 20. MICROWAVE SHELF, MICROWAVE BY TENANT A5.1 / / 4 7 SW TECH CE R DF A8.2 11 , OR 7 1 . TYP TYP 8 8 82992 TYP 14 R BER C.THOMPSON 4 C� 5 I 6 i I o � o o TYP � PORII�ND,OREGON - TYP �-- t- r- - 2 2 off' cQ w w w w . I I wl O T T O O O w N w I N w C GROUP MACKENZIE 2013 I I I 1% 4 r ALL RIGHTS RESERVED " # , „ 77 , " „ , „ " 12 #7 3 THESE DRAWINGS ARE THE PROPERTY OF 3 -6 5 -2 3 3 ,-7 2 -0 3 -3 3 --3 27_67, 7 -4 3 -0 $ '-6 3' 1" 3' 1" 3' 1" '-6' 7'_6�, 5 0 GROUP MACKENZIE AND ARE NOT TO BE CLEAR USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION „ 7 „ 3 --^3 6 1 1 -0 , #7 7 17 , 7# # 7, , 77 , 7, _ 7, - 12 -6 5 -0 3 -3 � 11 -0 i0 3� 6 3 -0� 3 -1 3 -1 3 0� CLEAR le op REVISIONS: z t4 h REVISIONS REVISION DELTA A NORTH ELEVATION B EAST ELEVATION C SOUTH ELEVATION D WEST ELEVATION 5o THIS CLOSING DATE w w SHEET M"E NbAm"k 120 1 A5.1 1/4„ 1,_p,7 R4�/y A8 t L -- _ ' a•ssa wea• s.•� s SHEET TITLE: 7 8 TYP 14 8 11 10 8 EN REED RESTROOMI 6 w l w l 6 w I AND REAK o ' o TYP V_ R M PLANS TYP `- '- `.� 12 + ELEVA110NS TAM-77 N�_ 2 0 2 2 2 2 _ i o � w � y � wl wl wl h�' N wI `vl • RA D WN BY. ELJ it 27_07# 3,-0„ 3,_0” 87_2" 5'-p#, k 6 _7 3' 3:, 3# 37, 3, 377 5#_2,7 7_67 5,-p7f I CHECKED BY: RCT w 13'-01" 7 57_0177 3 -3 3 -3 3 -3 3 -3 5 -0 13 -2 10'_0„ , ## # " , if , „ 7 f7 ' 17 SHEET: 10 q 13 --2 237_0 » 231-p1„ A NORTH ELEVATION B EAST ELEVATION C SOUTH ELEVATION D WEST ELEVATION r4 W'P%ME%N'S 122 V , AW / dam JOB NO. 2130079.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A5-1.QWG EEJ 04/22/13 18:24 1:48.00 » , » » , » 0 Ca.� d Q0 7�1 10 -0 8 --3 Cq LEGENU m F. 5 2 g � gJ EXISTING WALL TO REMAINago"MuffOwmam lags-Mr-Tam c _N NEW FULL HEIGHT OFFICE/WAREHOUSE WALL pi. 1-111-11111191111 Ff-1 f RII � �-- � I SEE DETAIL 1/A8.3 c NEW THRU GRID WALL, SEE DETAIL 3/A8.3 00 00 g o UNISEX NEW TOILET ROOM WALL, SEE DETAIL 5/A8.3 ° s. "ONISEX III N6 202 NEW PLUMBING WALL SEE TAI 61A8.3 w I '` , DETAIL OD MEETING ca 8 ° w co UNISEX "'ENERAL ON ' g ® � g 0"T S A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. o (0JANITOR ROOF 4 NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START a- to i 6 204 7 ACCESS OF WORK. 7 `I 203 B. INSULATE ALL UNDER—COUNTER HOT WATER AND WASTE LINES. � Client C. PROVIDE R-13 INSULATION AT ALL WALLS AND CEILINGS AROUND TOILET ROOMS. D. SEE DETAIL 9/A8.6 FOR ADDITIONAL INFORMATION ON FIXTURE 14 � HEIGHTS AND REQUIREMENTS. 5 _0" 5elf ,_0»� CLEAR 17 KEYNOTES 1. EXISTING BUILDING COLUMN TO REMAIN 2. NEW FLOOR MOUNTED TOILET. 3. NOT USED. 4. EXISTING ROOF ACCESS LADDER. 5. ADA ACCESSIBLE FLOOR MOUNTED TOILET, 6. ADA ACCESSIBLE LAVATORY. 1N b ?.0 u NkmISEX 104 r2 U Im"EX '0'&'ok2 AND 2`5 7. 24"x36» MIRROR, CENTER ABOVE SINK. A5.2 A ,2 = 8. 36 GRAB BAR, MOUNTED AT 36 AFF 1/4„=1'-0” 1/4" 1'-0" 9. 42" GRAB BAR, MOUNTED A T 36" AFF. 10. 18" VERTICAL GRAB BAR. 11. TOILET PAPER DISPENSER. 12. SANITARY NAPKIN DISPOSAL. 13. SEAT COVER DISPENSER. Project 14. HOT WATER HEATER, SEE PLUMBING. LaCie TENAW 15. 30" PLASTIC LAMINATE COUNTER WITH UPPER AND LOWER IMPROVEMENT CABINETS, SEE DETAIL 1/A8.6, SIM 7 SW H CENTER DR � eD, OR r-- 2992 i moi. IM RQ SRT C. TN�MF'SO�, A8.6 S - OF I w I GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, fid- WITHOUT PRIOR WRITTEN PERMISSION RECORD STORAGE .-- N REVISIONS: AL 115 ( o N REVISIONS REVISION DELTA o w ~ w w THIS CLOSING DATE COPY o SKEET 114 00 o ii ii �i 15 04 =L { 15 8,-O» 2'-5» 3,-0„ i 0» 14,-3„ e -� 2'--6" SHEET TITLE: A PLAN B ELEVA TION ENLARGED TOILET ROOM PLANS 3 1194uPY 114 A5.2 1/4 iff-1'-0" A5.2 1/4»=1'--0" DRAWN BY: CHECKED BY: SHEET: Abuz JOB No. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A5-2.DWG ELJ 04/22/13 18:26 1.4&00 1 2 3 4- 5 6 7 8 9 10 241'--p" 2. ! !! ! 4! f (�!f f (�f! ! f! / >i f f! f 9l ! f�!! ! f! ! " 1 -0 24 - 24 —0 24 —0 24 —0 24 —0 24 —0 24 —0 24 --0 24 -0 24 —0 6LJ Fel u" ENERAL NOT ES A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT � � � I I I I I I I I OF ANY DISCREPANCIES PRIOR TO START OF WORK. o '� B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW WORK TO NEW CONDITION. @D C. SEE DETAIL 1, 2, AND 3/A8.7 FOR TYPICAL SUSPENDED ACOUSTICAL CEILING DETAILS. SPECIFIC REQUIREMENTS (SPACING, MEMBER SIZE, ETC) SHALL BE AS REQUIRED BY t� r- - -- D � - ~�-�-. �~~ — .. - --.-.-� -- _ w-� ._ �. DW OSSC 2010, SECTION 1613.7.6 AND SECTION 13.5 ASCE 7-05. CEILING SYSTEM SHALL BE D. SUSPENDED ACOUSTICAL C G t INSTALLED IN ACCORDANCE WITH PROVISIONS OF ASTM C635 °q r AND 636. F to E. CENTER CEILING GRID WITHIN ROOM U.N.O. q 0 o � o 7 wi VA8.3/ to LO W 00 # . TYP. tm7 � � � � a- to ` — KEYNO.Fyl ES L = Client #I 1. EXISTING COLUMN TO REMAIN. 2. 2'x4' SUSPENDED ACOUSTICAL TILE CEILING AT 12'-0" AFF II 3. OPEN TO ABOVE. B � _ _ - DW _ - 4. EXPOSED STRUCTURE, DO NOT PAINT. 5. EXPANSION JOINT, SEE DETAIL 3/A8.7 ,l F � O 3 w tQ r� of r WAREHOUSE o 1 1 TYP I .��'r-_• ..Fr,3 -.-'• hxti - 13 ® O ® ® 1 T Project I `v L1TENANT i I IMPROVEMENT r# I w t O o I • 1 �� i I SW CENTER DF 4 LI! )__ I I I I I � D, OR gl 12 IY � � I ` A8.3 1 � I I �4 4 TYP JL ,. ® I I !r> 2992 F J OBEr9T G. 1 I f � { \�5) I ! I F n..w .. . I I 0ORT'll MD ORS i l t. r. A8.7 I „ Ce F o- I LO I t[3 GROUP MACKENZIE 2013 � - C . . o ALL RIGHTS RESERVED - - THESE DRAWINGS ARE THE PROPERTY OF i I I GROUP MACKENZIE AND ARE NOT TO BE - YF I USED OR REPRODUCED IN ANY MANNER, t _ • WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: I L F I I REVISIONS REVISION DELTA 5 THIS CLOSING DATE 3 I I c0 UJ© SKEET I I w l 1 A6.2 _ 1 —0 24 —0 24 —0 24 —0 24 —0 24 —0 24 —on24.4-0 24 _0" 24 —0 24le —0 241' 0" SHEET TITLE: 1 2 3 4 5 6 7 8 9 14 1 1 OVERALL MNG PLAN 1OVEmALL A .1 1/16 off / DRAWN BY: ELJ LEGEND r— CHECKED BY: RCT !° 1 o.i . A14 ®0 I.iiiY!'M1RAA.MiI - SHEET: CONCRETE TILT PANEL W/FURRING, SEE 7/A8.3 EXISTING BEARING WALL TO REMAIN EXISTING WALL TO REMAINA%Jv1 NEW FULL HEIGHT OFFICE/WAREHOUSE WALL SEE DETAIL 1/A8.3 NEW THRU GRID WALL, SEE DETAIL 3/A8.3 LIU !he NEW TOILET ROOM WALL, SEE DETAIL 5/A8.3 JOB No. 2130079. 0 NEW PLUMBING WALL, SEE DETAIL 6/A8.3 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A6-1.OWG SWH 04/02/13 12:57 1:192.00 'k GEN AL NOTES KEYNOTES A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT 1. EXISTING COLUMN TO REMAIN. OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. EXISTING MECHANICAL SHAFT TO REMAIN. ., IN o B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW 3. EXISTING ROOF ACCESS LADDER TO REMAIN. . 'L WORK. TO NEW CONDITION. 4. 2'x4' SUSPENDED ACOUSTICAL TILE CEIING AT 9'-0" AFF 5 o C. SEE DETAIL 1, 2, AND 3/A8.7 FOR TYPICAL SUSPENDED 5. 2'x4' SUSPENDED ACOUSTICAL TILE CEILING AT 12'-0" AFF w o ACOUSTICAL CEILING DETAILS. SPECIFIC REQUIREMENTS 6. 2'x4' SUSPENDED AOCUSTICAL TILE CEILING AT 8'-0" AFF _. (SPACING, MEMBER SIZE, ETC) SHALL BE AS REQUIRED BY 7. PAINTED GYPSUM BOARD CEILING AT 10'-0" AFF tz uJ ° OSSC 2010 SECTION 1fi13.7.fi AND SECTION 13.5 ASCE 7-05. " se IAS 8. PAINTED GYPSUM BOARD CEILING AT 9 -0 AFF o D. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE 9. PAINTED GYPSUM BOARD CEILIGN AT 8'-0" AFF ` .. __.. __. . T 6 R VI IONS OF A5 M C' 35 WI H P S . - _ . ..... . ,... . .. _� � IN CCORD CE ... ,-: �: ,M ..,. . .. . r .. . INSTALLED A •. � � ::•:. :.•.,•:. ... . ..... . : . :. .:.. •.: 10. OPEN TO ABOVE. a AND 636. 11. EXPOSED STRUCTURE, DO NOT PAINT. WOM `. . E. CENTER CEILING GRID WITHIN ROOM U.N.O. 12. EXPANSION JOINT, SEE DETAIL 3/A8.7 g 122 ~ ,. 7 � M � ;.� 5 13. SOFFIT, SEE DETAIL 6/A8.7 ® to ,. FF " p A8.3 o �, c� `. ® -0 • TYP. ID 0 r LEGER"N t 'z;,x -'C-w:� �• .tit •a � -k � k `fir%Sf CONCRETE TILT PANEL W/FURRING, SEE 7/A8.3 -� ,, - C := EXISTING BEARING WALL TO REMAIN Client • • •• •••- •- " • : �M EXISTING WALL TO REMAIN e .'•fi.-... � ., .: •• .; ..... -. �. �+.;:tiv:x;.� -v,.'VezSd's-fi,:t;-ks.4%,'�.c .. r,a,-.:Lr% s;-,rv:...,7#,.: ..,rF. :.rte:u€r-.v.'r.4'�'-i•Y.,.£'::'sN'.;i'3.w:'4 Ys iG:-�,:4 S<?F&;.3�4 S"s+"�?9 iF;rai- AL . 7. MEN 11 rn NEW FULL HEIGHT OFFICE/WAREHOUSE WALL 0 mma Mumma MEMO nMom cv SEE DETAIL 1/A8.3 NEW THRU GRID WALL, SEE DETAIL 3/A8.3 #h"�:'r.'#a"'a,G,:.•}^...Si"S'�i.`'Ym'' �.:..i'?'Cs. r:1.,�,....;i3.3, r 'e'# uw`r`:S:s NEW TOILET ROOM WALL, SEE DETAIL 5/A8.3 ti r NEW PLUMBING WALL, SEE DETAIL 6/A8.3 ,a 5 12 TT A8.5 P N w r: o FFI E „t 11 � a. 5 y r: _ Project RAR 3 L Q NAN T 12 5� t. 8. IMPRO MEQ' 5 S OF IC [ A8.5 (q2 �` 1 2 � 3 12 7 W TECH CENTER D19 `n , OR D E i' ` STO GE 11 '� 2932 11 ROBERT C. THOMPSON 5 t PORTLAND OREGON Z$ 5 OF o E.LE(.4TRICAL 1 6 2 1 1 11 A .7 A8.3 s GROUP MACKENZIE 2013 5 TYP ALL RIGHTS RESERVED (15 q87. A8.7 x THESE DRAWINGS ARE THE PROPERTY OF __ � � rntinkr D.5 © OUP MACKENZIE AND ARE NOT TO 8E w t :." USED OR REPRODUCED IN ANY MANNER, . +t :- tp : l WITHOUT PRIOR WRITTEN PERMISSION : 'UNISEX UNISEX --� . . -205 202 4 REVISIONS: --U-_NISEX ° MEIN OFIE 1.x'4 10 F C : ' _ cn REVISIONS REVISION DELTA FIE 11 �: �. w w THIS CLOSING DATE ER VE 8. { w} w it Q Si-IEI+T 100 3LL � :.. - _.j 11 FFICE 13w __,. }{p �. R0 F 201 4 10 w 2 3 i Ll D.8 4) A .7 6 FFIC FFIC CO F E CE E - E 106 107 108 t t SHEET TITLE: Ing ? ES IB LE 01 t - ENLARGED o) 0' 3 I I I I I I I OFFICE F CEILING .� 5._ F 6 5 4 A8.5 A8.5 SIM SIM I DRAWN BY: ELJ CHECKED BY: RCT 24'-0 „ 9" 170-3" 6,^0" 17,-0,o 7'-o" 24,-0,= 9" 17'-3" 6'-0" 17,-0,s 7'--0" 24'-0" IF op 72,-0" SHEET: 72'_0�, 8 8. 1 8.8 9 9.7 10 11 8 8. 1 8.8 9 9.7 10 11 1Rhoe"I 2MEZZANINE ILLPLAN �1�.2 1/8"�1,'0�, JOB N0. 1307 ® BUILDING PERMIT SUBMITAL -- 4/23/13 213007900\ARCH\079-A6-2.DWG EW 04/02/13 18:56 1:96.00 LLJ -5=0 no 0 C4 r2 � _.�..�..,�_.�._..._..�...w..�..,.._...�. _.m.�.k.....__..�..�..,�. �..�..:.�.: 2 A7.3 15,_6 „ 4,_$ „ � , s, 11 -0 4-9-7" 2 � 1 --- 6 ; 7 0) (9 0 � " .:3 s " " � .W 4x12 LL- C14- f g I ___ __.�` s. _.w ------ I A7.1 - r- A7.1 4x 2 J g o 1 #--111§111111 f&U � I 6U�1 1 EVE 1 fI A E� pI tI o iI I� I 3 cr- r- — M 0- 0 a C1 e �-- - �N `= N °9 s ® O w 11" 14'_8" Cd 4'-7„ I 2 3 3 (16) TREADS AT 11 I Client 19,_3„ I 4 If 01 3 _g A7.3 2 4 4,_ 5 5 ` A7.1 NA7.1 N-000 ,5 TAI I T' h 2 TAI � ISI LEAN" 3 FRAMOING PLAN AT.1 1/4 1,T0„ A7.1 1/4„_1,_0„ A7.1 1/4- 1,_0„ Project LaCie TENANT IMPROVEMENT 7&% SW TECH CENTER DF x'+?Kh'”.Kaubu<±3�+SH%rKA �'i94:.A^rsaMY. miJi..>�ii.;.C�w4`..%"a<.feVc!'�f'�:>Wr:C•.: _.Xd. .fid.F�A�^u9.KN.SVa'aFYMiivt``R'cv¢-�:s�eta..m34`*W 9':nx�H>2trT»3•a'-bNrto :i^R,*+C�: .:.A.,>d.`Y".YteT>N�e{IX+.;F,..'fx�la:.".rh.A 'rvd]::.;.r{ -✓-•e<.w -^.�M:d<da-- sw. .. ... ... .. - 'T OR .«.._....i...d.-.....w<, ..e—v-..... ......._.+.•_r...............+....-«-..u..__:...,......—.......................a......w-_...........-."..n........,......nw..w:...w.....o.aa.,.....<+.........••.w....a..........<....<.+,we_,e....,.........w.........._......._r._....;++.r.........u:w.........>.w-...>.:.:.e...:....«-..-.........e.a«.-- I� .,.�rx.�?� }} t{ ti's P9'2 ROBERT C. DfO�t -off 11" 1t PVRf IAND,OREGON GENERAL NO.; 1 0 1 �-y 5 2 to A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT F � w1 „I OF ANY DISCREPANCIES PRIOR TO START OF WORK. B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW w ...._ ( pr .x� 4 WORK TO NEW CONDITION. GROUP MACKENZIE 2013 „-� ALL RIGHTS RESERVED kY I THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE y � USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION — — 3 A8. I !- REVISIONS: 3 -1 - KE NO.,TES D ¢ _ —I (— I o� REVISIONS REVISION DELTA I I I » 5 THIS CLOSING DATE w �,� I p 1 w a t _) E 11 1. 42 HIGH LOW WALL WITH WOOD CAP, SEE 9/A8.3 �; SPIFFY o 11' ( I -I i— H 2. 1 j"O STEEL HANDRAIL, SEE DETAIL 6/A7.3 �'- Qc N-1 1 -h 3. WOOD STAIR STRINGER, SEE 1/A7.3 '-�. L I 1- 0 - - - — — 4. EXISTING MEZZANINE FRAMING H —I +I--H 5. EXISTING MEZZANINE DECK (1 GYPCRETE OVER " PLYWOOD) +---}--- � n 6. EXISTING BEARING WALL 7. 2"x12" DFL JOIST AT 16" O.C. - l 6 3 SHEET TITLE: STAIR ONE STAIR � UNE SBO'ft'(.;TI LAN AND A7.1 1/4 _1,_0„ ,_o„ S CTONA71 1/4 1 DRAWN BY: ELJ CHECKED BY: RCT SHEET: A101 JOB NO. 2130079.00 BUILDING - U I(�G PEF�MIT SUBIUIITAL 4/23/13 13 213007900\ARCH\079—A7-1.DWG SW" 04/15/13 13:36 1:4$.1711 O» 5 -0 A7.3 3 3 D 0 G OCl � rte- - � � • w $ Ni p� (Dq� pp L"" t� 7 2 t 9 � 2 2 s � Q _ dg� >; k 2 °q (0 — 0. ` CO Q r _ O 0 0o w c� Lp I NZJ ur t Client i 8 — 8 I 00 4x12 i 4 4 � Q w I t N 7 ca) I U) r 0) d- Y i i t1 7 {} CIO i ! i FF F WALL LEDGER � i Project LaCle TENANT IMPROVEMENT 1 STAIR TWO mom FLOOR STAIR A7.2 1/off+ Of, A7. 1/4lf� O" A7`.2 1/off_1 Of! 7 SW TECH CE R CSR PWD, OR A4 °`�► 2992 ROBERT C. THOMN'30 �1 PORTLAW OREGON OF ROUP MACKENZI G 20 C E 3 -...y ALL RIGHTS RESERVED H T AWN A T PROPERTY F HESE DRAWINGS RE E PROPS 0 R MA KEN E AN ARE NOT GROUP C ZI D E O T BE ,f® 0 P NMANNER, Gft"'E N E R A L ED OR RE RODUC D IN A Y US E } 0.0. SWITHOUT PRIOR WRITTEN PERMISSION I A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT REVISIONS: OF ANY DISCREPANCIES PRIOR TO START OF WORK. z i - ---' B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW v;� REVISIONS REVISION DELTA I 5-1 THIS CLOSING DATE i WORK TO NEW CONDITION. �o SKEET s } 4 G 2 t � 2 � 6 p KEYNOfTlEzi f � 1. 42 toHIGH LOW WALL WITH WOOD CAP, SEE 9/A8.3 _ 4 f f0 STEEL HANDRAILf SEE DETAIL 6/A7.3 2. ) � s 3. WOOD STAIR STRINGER, SEE 1/A7.3 4. EXISTING MEZZANINE FRAMING SHEET TITLE: o tO 5. EXISTING MEZZANINE DECK (1j" GYPCRETE OVER PLYWOOD) E.... sSTAIR TWO 6. PLYWOOD DECK -' J, J, Jf PLANS AND 7. 2 x12 DFL JOIST AT 16 O.C. N 8. 4"x4" POST SECTIONS 3 3 DRAWN BY: ELJ. CHECKED BY: RCT SHEET: r4�� "TAIIUN SECTION5 STAIR A7.21/4sf-1 f_OJf A7.2 1/4f'`1f_O» JOB Na. 2130079.0® BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079—A7-2.OWG SM-1 04/15/13 13:36 1:48.00 1ys" PLYWOOD TREADS 1 1/2" O.D. HANDRAIL q " PLYWOOD RISERS SEE 6/A7.3 „ 1 1/2" DIA. - PLYWOOD DECK „ PER STRU TURAL HANDRAIL 1�of 1 SEE 6/A 7.3 YP g co TYP. .o 0 a o I,-O" HANDRAIL °� a® < CO SEE 6/A 7.3 m — — " PLYWOOD DECK4 of PLYWOOD PER STRUCTURAL. = DECKING, PER STRUCT. ® � -014 4 4x12 DFL BEAM o — 1'--11" SEE STAIR 0- ko FRAMING PLAN 2x12 SIMPSON Client FACE HANGER 2x6 STAIR JACK BEAM PER FRAMING PER PLAN 2x12 STRINGER 2x12 STAIR STRINGER FRAMING PLAN i; SUPPORT BEAM 2x12 STRINGER ° t 2x8 P.T. NAILER WITH � EXP. BOLTS AT 1 1/2 2'-0" O.C. BEAM PER SEE 1/A7.3 FOR TREAD SEE 1/A7.3 FOR TREAD CONSTRUCTION--TYP. SEE 1/A7.3 FOR TREAD CONSTRUCTION—TYP. FRAMING PLAN CONSTRUCTION—TYP. TYPlu"AL `TRISERi T' i �L. iii 3STAiMID-LANDING ISLABLO „ _ ,_ » ,_ A7.3 1 112 1 0 A7.3 3/4 1 0 �1�7.3 3/4 1 O A7.3 3/� 1 0 EXTENSION AND RETURN or 4" 1%" PLYWOOD TREAD " PLYWOOD RISER X X Project La Ie TENANT x IMPRO Mf�T 1)4" 0 STD PIPE STEEL HANDRAIL, T .+ 41 PROVIDE BRACKET + 75M SW TECH CENTER DF AT EACH RETURN `Te D,.OR TO WALL, TYP. Tyj�'o + / tq S 2992 FACE OF WALL .�- FI0ScRT C. TP-0fiPSOP�� 16PL " DIA. STEEL ROD SUPPORT, 1 " 0 MAX 2x6 STAIR JACK FASTEN THROUGH WALL TO _ STD PIPE PORTLAND,OREGON BACKING J� 4 �jv 4 2x12 STRINGER RETURN HANDRAILS GYP BD TO WALL TYP BLOCKING TO FACE—/ OF CONC. WALL OR 122 GROUP MACKENZIE 2013 BTWN. METAL STUDS ALL RIGHTS RESERVED ONN CLR MAX J THESE DRAWINGS ARE THE PROPERTY OF iSTAITREAD 1 ICAL IL. GROUP MACKENZIE AND ARE NOT TO BE Q USED OR REPRODUCED IN ANY MANNER, 1 1/2 -Ott Q 3„'1,-O„ 4 WITHOUT PRIOR WRITTEN PERMISSION A7.3 A7.3 z REVISIONS: z < REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE o:o SHEET P SHEET TITLE: STAIR DETAILS DRAWN BY: ELJ CHECKED BY: RCT SHEET: C_ JOB N0. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A7-3.DWG SWH 04/02/13 14:25 1:1.00 *0 CL 4 ® m EXISTING CONCRETE-------- „ OVERHEAD DOOR AND PANEL 1 10 - VERIFY � g J ` PLYWOOD, Ole Of 3 -0 PAINT WHITE TRACK 350S125-33 STUDS 4 6 ' AT 16" O.C. MAX LOCATE LOCK MECHANISM BENT PLATE, R " x 4'--0" PLYWOOD SHEATHING, ABOVE DOOR GUARD HIGH, PAINT OSHA CAUTION PAINT WHITE YELLOW 0 3505125-33 METAL STUDS R-13 BATT INSULATION AT 16" O.C. MAX RIGID INSULATION DOOR GUARD, SEE � � � > 0) R-1 BATT INSULATION PER 6/A8.1 DETAIL 4 & 5/A8.1 OVERHEAD DOOR, g AS SPECIFIED RES �- � WATER RESISTANT U m ,..�,..., BARRIER, LAP OVER � � Lp � FLASHING o 0 #10 SMS 12" ¢ I V R w . Client �I CONCRETE SLAB RIGID INSULATION PER 6/A8.1 (( !I j WATER RESISTANT BARRIER CEMEMENT PLASTER ,.F EXTERIOR ASSEMBLY __.... PER 6/A8.1 PER 1/A8.1 ' CEMENT PLASTER PER 6/A8.1 FLASHING W/DRIP HSS COLUMN PER STRUCTURAL HSS TUBE PER STRUCT cv HSS COLUMN PER STRUCT a m w a o V 2OVERHEADV U 4 !J 1 { "=1'- " o A FILL ALL 3 1,_OF, o ELEVATION 3 4" = 1'-0" AT INFILL WALL 3"=?'�-0" o x A8.1 AT INFILL WALL 3 0 = �A81) AT W z A .1 / z x 81 0 0 0 0 3 PAINT TO EXISTING CONCRETE PANEL A8.1 SELF--FURRING .. � �� SHEATHING BOARD o a MATCH LINE OF PANEL ABOVE. BUILDING LATH PLAN VERIFY PRIOR TO INSTALLATION. 10 -- VERIFYEXISTING 1/2" CHAMFER WATER RESISTANT BENT PLATE, x 4 0 - BARRIER, LAP OVER HIGH, PAINT OSHA CAUTION 6" 4" 1 �. - FLASHING BEHIND YELLOW / PLASTER 350S125-33 METAL CEMENT PLASTER FINISH COAT OVER " CASING BEAD Project STUDS AT 16 O.C. MAX PER 6/A8.1 i TOP OF OPENING Z ZI SEALANT BED L Cly NAW Y" 0 EXP. ANCHOR AT of PLASTER 3/16 IMPROVEMEW 24" O.C. W/4" EMBED BROWN COAT OVER w » _ 4 L31 2" X31 2" X1 4" X0,_3fF �. PLASTER WITH 1/2"0 TITEN HD WITH 4" SCRATCH COAT OVER CID EMBED PER STRUCT. OVERHEAD DOOR, U VAPOR RETARDER CASING BEAD = BACKER ROD ELEVATION AT HEAD �� CENTER �� AS SPECIFIED SELF--FURRING LATHE OVER AND SEALANT T HSS 4" x 4" x 1/4" WATER PROOF MEMBRANE OVERLAP FLASHING LAP R-13 BATT ISULATION FLASHING BEHIND CASING BEAD) NOTE: PAINT TO PLYWOOD, PAINT WHITE MATCH BUILDING ?X» RIGID INSULATION, . : � �" CONCRETE SLAB JOHNS MANSVILLE AP / ( 2992 '.. FOIL-FACED' SHEATHING 3/16 EMBED 1/2H x 5""x 9" ROBERT C. THOMPSON }; EXISTING TURN DOWN - NOTE: a . _ _ __,... ...._..__T._ _. �.�.u.�._ w T __.__ .._ OR EQUAL, MIN R-7.5 WITH (2) 1/2 x 4 HWS �-- CONCRETE SLAB WELD HSS IN PLACE SHEET METAL ELEVATION AT SILL PORTLAND,OREGON ® VERIFY DOOR TRACK �. _ _ . � �.. `"' ......��..w_;�,"�... ....�.�. � -- SILL TRAY CLEARANCE REQUIREMETS CASING BEAD W/ PRIOR TO DOOR GUARD WEEP HOLESOF 00§� . " FABRICATION. 7 — ,SHEET METAL SILL TRAY COORDINATE DOOR $ "� A8.1/ LINE OF PANEL ABOVE. Of PLAN VERIFY PRIOR TO INSTALLATION. LOCK LOCATION GROUP MACKENZIE 2013 WITH TRACK GUARD. VERIFY Ile ALL RIGHTS RESERVED Q m THESE DRAWINGS ARE THE PROPERTY OF K`5 OVERHEAD DOORGUARDINFLL N Al Q� I FILL Z 7 I 1 '�" GROUP MACKENZIE AND ARE NOT TO BE CC » , » » f Ff I\ USED OR REPRODUCED IN ANY MANNER, �A&i AT CONCRETE PANEL 3" = 1'-0" o A .1 SIM AT JAMB 3"=1'-0" o ��.� 6 =1 -O o ��.� BETWEEN OVERHEAD DOORS 1 1/2 = 1 -0 Q WITHOUT PRIOR WRITTEN PERMISSION o REVISIONS: DOUBLE DOME SMOKEVENT z INTEGRAL FLASHING +0" n�Q,. REVISIONS REVISION DELTA METAL FLASHING W/SEALANT „ „ 5_J THIS CLOSING DATE PER MEMBRANE MANF. L6x3� x� x0 3 W/(2) �; SHEET TITEN HD W/4" EMBED INSTRUCTIONS 2x12 CURB 10 A8.1 FASTENER PER MANF. FLASHING +2" - 4'-0" X 8'-0" MOUNTED MANF. INSTRUCTIONS DOUBLE DOME SMOKEVENT HOT AIR WELD z� ,..,, 3/16 WITH INTERGRAL CURB PER MANF. +0 `�'� ° FLASHING BUILT-UP 2" HIGH CRICKET AT 010 MIDPOINT OF 8 -0 LONG ROOFING ' ( SHEET TITLE: I SKYLIGHT, TAPERING TO Off AT CORNERS. °d EXTERIOR mQ� w Q z �o I AILS .._.;. S" 4 � d �- SECURITY BARS WITH LT_ 0 o < ° ° - Ff J O .�..0 d - MAXIMUM O 4 CLEAR AXIMU d 4'-0" CLR. w I � O � VERIFY W/ SMOKEVENT MFR. SIMPSON LPT4 EA END & MID I POINT (3 TOTAL) OF 2x12 1/4 d ---- MAXIMUM U--FACTOR 0.60 FOR a DRAWN BY: ELJ SMOKEVENT ASSEMBLY. MAX FRAMING PER SECURITY BARS, 4" SOLAR HEAT GAIN COEFFICENT STRUCTURAL CLEAR MAXIMIUM 4'-O" HSS PER STRUCT. CHECKED BY: RCT SHGC OF 0.40 SMOKEVENT SHEET: "%� I ____ �- N "ONK0ECO"T1 z m HOIZONTALa N 6"rg SMOKEVE& 'T 1� �, 12 3/4„ = 1,_0„ � A 3» = 1f_O,f � X1 .1 1/2»=1,�0» 52 A8.1 AT O.H. DOOR HEAD 1 1/2 A801 %%4 uJ se A8.1 x'1 .1 Y JOB N 0. 2130079.00 BUILDING PERMIT SUBMITAL 4/23/13 213007900\ARCH\079-A8-1.DWG SWM 04/17/13 12:01 1:1.00 're UL 4.0 a m ® � KIS �9 R • R (2} 2 #5 REBAR A T TOP (2) #5 REBAR AT TOP " � � CLR. A.C. PAVING 40 -0 I 5J A.C. PAVING FACE END 23 9 � OF PANELOF WALL #6 REBAR AT 1'--0" O.C. 20 -0 20 -0 f #5 REBAR AT 1 -0 O.C. 0 • VERTICAL, #5 AT 1 -0 p r_ VERIFY VERIFY O.C. HORIZONTAL. 2 EACH WAY 2"fit WEEP HOLES AT TILT UP WALL PANEL JOINT o CLR. " � � w PROVIDE (2} #5 VERTICAL I 3 4" CLEAR 6 -0 O.C. W/ SCREENS. @ 25 MAX. SPACING, ORM. EA END OF WALL. N #5 X 3'-0" C�12" O.C. / = AS CONTRACTOR OPTION K , R�. cp 2 ( a 1 -0 �' q. ® � O I � ►(�n l ° R@ A6.2 PIPE BOLLARD, SEE o x -� #6 X 3'-0" @12" 0.C. - W ® (0 o tO 6/A8.6 I Q 1 -0's r : EXISTING GRADE � • of$ Ce }{ty{F( e= Cd ® O o r _ I TRUCK COURT Ce T O FTG. Client ;. T/0 FTG. o MW f+ w .w w .9 K T •,, I • IN DRAIN ROCK PER G OTECH „ (4) #5 REBAR NOTE: COORDINATE ELEVATIONS 2 -6 1 -0 2'-0" X 2'-0" X FTG. THICKNESS WITH GRADING PLAN. (6} #5 REBAR #5 REBAR @ 12" O.C. w CONSTRUCTION PAD EACH JOINT AND ENDS PAINT CONCRETE RETAINING WALL 3 -6 1 -6 z 3,_6,� z Pr 5 REBAR @ 10" 0.C. CONTRACTOR SUBMIT PROPOSED PANEL LOWER BASE/ DOCK SKIRT COLOR-- # o o ' LAYOUT PRIOR TO CONSTRUCTION. SEE ELEVATIONS. 5'-0" U U > w w w to w RE Im A INOINI L� L. VATI N 2 All ALT I I� Q 3 II AIIV L. z'SECM Q N.T.S. 1/2„_1r-0„ /� .� 1/2$1=1._0), A�.2 A�.2 gpf ANTI-SKID SCORING NOSING HANDRAIL, SEE B .` #3 NOSING BAR IX”' DIA. STEEL PIPE Project HANDRAIL, GALVANIZED L Ci TENANT 5'_Oq, 1,-0„ 1,-0„ 1,-0" IMPROVEMENT B M5 SW TMH CENTER M 0 o #3 AT 18 O.C.-.. :; ? 1 OSE D, OR T V) o w ►� Q . O cc 12992 ( ) # i OBE HOM Off," w " 9AT BOT. u q 1 -0 1 -0x WALL MOUNTED COMPACTED CONC. LANDING PER CIVILI PORTLAND,OREGON . HANDRAIL GRANULAR FILL • A g C © .GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF ri� Cu'am" NCRETE STAIR �, GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, A�.2 1/2"=1'--0" tx WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z -- WALL PER PLAN c`n< REVISIONS REVISION DELTA PER PLAN 5-1 TRIS CL45ING DATE 3 WALL © SHEET ix x6"-18 GAA ------8005125-43 METAL ANGLE. I . .. r ---s- -T- STUDS ARRANGED PER 9/A8.2 I ANGLE CLIP OVERHEAD DOOR TRACK MANUALLY OPERATED INTERIOR - HIGH LIFT DOOR ` ._.. TRACK SOLID- GROUT FRAME I H.M. FRAME -- ATTACH SHEET TITLE. A8.2 V TO PANEL 650S125-33 METAL STUD • EXTERIOR BOX BEAM HEADER 0 0 DETAILS SEALANT 0 0 EXTERIOR --PROVIDE DOOR DRIP AT HEAD 1 "x6"-1$ GA ko o - -_.- ._----- 12,_0„ ANGLE. A.F.F. le X" CHAMFER 0 0 0 11 ATTACH WITH 7/16" DOOR TRACK, ATTACH DRAWN BY: ELJ AB•2 SELF-TAPPING FRAMING PER MANF. INSTRUCTIONS 0 0 0 0 " VVA► CHECKED BY: RCT SCREWS 24 O.C. TYP. SHEET: a iX look, 9 01lJ IIS Al I 1® A I �J �2E"ER10W 1 1/2�,�1�_0�, -oma 3„�1�_0,� -oma 3p�_1,_0„ Q ®® 3„_',_0a, a A e2 z A rt s A8s2 z A8.2 LLJ he rA 8)\2 O 0 O 0 JOB NO• 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A8-2.DWG SM 04/17/13 12:03 1:1.00 R-13 BATT INSULATION TRACK BLOCKING W/ 1 1/2� FLANGES. � n � 0 5/8" GYP. BD. SIZE & GAGE 70 MATCH STUDS. LOCATE BOX BEAM AND KICKER FOR °© AT TRUSS GIRDER USE / EXISTING TRUSS IN EVERY 4TH SPACE FOR STUDS CSD 24" OC, W »» m. w 0 � r. " '�s � UNBRACED WALLS OVER 14'--0" 18 GA. TRACK / /------ 2" DEEP TOP TRACK & 'IN EVERY 6TH SPACE FOR STUDS @ IN LENGTH. SEE DETAIL 4/A8.3 16 OC, & ® EACH END OF WALL. • TO BEAM, PROVIDE / 1/2" DEFLECTION SPACE � E ISTING SUB-PURLINS -. / LT GAGE STUD -- --� - �- PROVIDE 20 GA. TRACK AT WALLS (2) 4005125-43 350S125-33 METAL STUDzi 2 X SOLID BLOCKING / BRACING AT 4'-0" O.C. LESS THAN 8'-0" IN UNBRACED KICKER AS REQUIRED 7 MATCH SUSPURLINS SHTG PER SPECS LENGTH. PROVIDE 16 GA. TRACK AT 1:1 DIAGONAL ACROSS r ° 800S162-43 METAL. STUDS � � - FOR UNBRACED LENGTH BETWEEN ROOM CORNER. Qo � > � AT 24 O.C. (L/240) // 8'-0" AND 14'-0" SUSPENDED CEILING ( 2 4" 18 GA. TRACKS g — al R--19 BATT INSULATION �' "�� / a. g 0 TOB AND BOTTOM. _ / PER PER m Q IETPLAN PLAN 0 (2) 18 GA. STUDS 0 d z A SOWN 0 r- #12 � c~n Q 5/8" GYP. BD. SMS S H PROVIDE R-11 BATT INSULATION FOR ST WALL o 4 g � SOUND ATTENUATION WHERE NOTED NOTE: WITH TOP TRACK 9 ` W 00 w (ALT.) �' ,... r ALTERNATE BRACING DESIGN C� �1 �' �J �, to SUSPENDED ACOUSTICAL �, GYP BD EACH .SIDE B C S, 6 CEILING AS OCCURS 3505125-33 METAL STAMPED BY AN ENGINEER NATE: c 16 GAx2 CONT GALV STEEL FLAT STRAP REGISTERED IN THE STATE OF Client STUDS AT 1'-4" O.C. OREGON, MAY BE SUBMITTED CONNECT STUDS AND BOTTOM TRACK TO FINISH TRACKS TOGETHER W X FLOOR WITH POWDER DRIVEN TO A/E FOR REVIEW AND / ANCHORS AT 4 —0 O.C. APPROVAL. NO. 8 SCREWS AT WAREHOUSE BOTTOM TRACK TO SLAB NOTES: ¢ � 'j - 1 —0 O.C. EACH SIDE AND WITH POWDER DRIVEN 1. INSTALL BRACING ROWS ® 3'--0" OC VERT SP, UQN. CONT ACOUSTIC SEALANT ANCHORS AT 4f—O" O.C. w BELOW TRACK, TYPICAL A7 TOP AND BOTTOM. PROVIDE ACOUSTICAL SEALANT 2. UON, INSTALL STRAP ON SIDE W/ NO SHTG AT .,\ BELOW TRACK, TYPICAL LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY. FLOOR FINISH, SEE FINISH SCHEDULE I. MAX. SPAN WITHOUT INSTALL STRAP ON BOTH SIDES WHERE NO SHTG KICKER = 16'-0" FINISH FLOOR IS PRESENT. 2. MAX.. LENGTH OF KICKER = 12'-0" N J U 1SEPARATIO'N � NK`3Q 52 T { ALL � { STUD __BRACING c<r A3.3 AT OFFICE/WAREHOUSE, EXPOSED STRUCTURE 3"-1'—t}" A3.3 LOCATIONS W/ NO SHEATHING OR SHEATHING ON ONE SIDE NO SCALE o � •� 3" = ca 1'—Q" a A FOR UNBRACED WALLS OVER 14'--0" IN LENGTH. 3" = 1'-0" �, O Z V.3 J EXTEND TO 6" ABOVE SOUND ATTENUATION SUSP. CEILING BATT INSULATION, TYP. TOP TRACK — SEE TYPICAL 6005125-30 METAL STUDS 350S125-30 METAL PARTITION WALL DETAIL AT 1'-4" O.C. WITH FOR LATERAL BRACING R-19 BATT INSULATION STUD BRACING. _ AT 4'-0" Q.C. ._. 5/8" GYP. BOARD FASTEN TO STUDS WITH TYPE S R-13 BATT INSULATION SCREWS AT 8" Q.C. AT STICK PIN ASSEMBLY PANEL EDGES AND 12" O.C. EXTEND TO STRUCTURE. Project AT INTERIOR SUPPORTS L. Ci MANY -'BLOCKING --4 METAL IMPROVEIVIEW 600S125 3 ME STUDS 5/8" WATER RESISTANT @ 1'-4" O.C. MAX GYPSUM BOARD AT TOILET ROOM SIDE. - R-13 BATT INSULATION 5/8" GYP. BD., EXTEND 6" WAINSCOT AS OCCURS, W H CENTER DF ABOVE SUSPENDED CEILING SEE PLAN FACE OF WALL `T D, OR TOILET ROOM WHERE OCCURS 350SI62-30 STUDS co AT 2'-0" O.C. MAX z R-13 BATT INSULATION AT CEILING MATERIAL AS OCCURS. J ALL PERIMETER TOILET SEE REFLECTED CEILING PLAN. Q_ ROOM WALLS. UJ COVED BASE BOTTOM TRACK, ATTACH w 2992 350S125-33 METAL STUDS � . PER SCHEDULE TO SLAB W/ POWDER EDGE ANGLE AT ROBERT G. THOMPSON'C'—' AT 1 —4 O.C. DRIVEN ANCHORS C� 4'-0" vi PERIMETER Lu BOTTOM TRACK TO SLAB WITH O.C., PROVIDE ACOUSTICAL " Q POWDER DRIVEN ANCHORS SEALANT BELOW TRACK 5/8 GYP. BD. > „ AT 4 -0 O.C., PROVID CONTINUOUS " POflTL APiD,OREGON ACOUS. SEALANT BELOW TRACK, TYP. PER PLAN COVE RUBBER BASE, 4 BASE, TYPICAL FLOORING TOP of SLAB � PER SCHED XISTING CONCRETE SLAB PER PLAT F.F. MAT'L SEE OF O FLOORING, SEE SCHEDULE FINISH SCHEDULE Q GROUP NZIE 2013 ALLL RIGHTS ERESERVED THESE DRAWINGS ARE THE PROPERTY OF _"� TNT/PICAL wr""RALET R "'m'oomWALL jUO PLUMBING J K*"7BOARD FUHH{ 8 GROUP MACKENZIE AND ARE NOT TO BE A .3 �, » J USED OR REPRODUCED IN ANY MANNER, 3 =1 —0 Q A�•3 3" = 1'-0" A •3 3"=1'—Q" a WITHOUT PRIOR WRITTEN PERMISSION 0- lei_ REVISIONS: z u REVISIONS REVISION DELTA y THIS CLOSING DATE 10 a o MEET A8.3 7'• 0 0 7522 EA SIDE OF STUD 1" 5" 1" EA FACE (4) TOTAL ----� f - 0 0 100 J/ O o ^ —; STAINED WOOD CAP T WALL WITH EASED EDGE, MATCH DOOR — 2"x6" DFL STUDS AT — o -- { 1'-4" O.C. 03 --PAINTED BROWN-BLACK SHEET TITLE: W PLYWOOD SPACER LSTA30 C� 4'-p,� O.0 :�.: ,. '•.,.•_•.':;::..: �•.:'': WALL i• . ~EA. FACE DETAILS WALL PER PLAN BLOCKING AS REQUIRED 5/8" GYP. BOARD EACH FACE. EXISTING JOIST DRAWN BY: ELJ CHECKED BY. RCT EXISTING DOUBLE JOISTS _, SHEET: J Q CV J NALL _' lo wuuu uaAPPINU A I W A L L E Ro 12 9� LOW W fl—=if—oft STR wv r1- ! » rf » Q Lu se A3.3 1 1/2 —1 —° Q A3.3 3 —1 -o < A3.3 1 1/2 -1 -o Job N0. 2130079.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A8-3.OWG SWM 04/03/13 12:28 1:1.00 C� o � NOTE: INSULATION NOT SHOWN FOR CLARITY VFY EXISTING COLUMN � �� v 9 EXISTING COLUMN „ EXISTING CONCRETE WALL ?Of VFY FURRING STUDS 1 --I _ ? AS REQUIRED \ w FURRING STUDS ! - AS REQUIRED �? �. ' - 23 r4:0_11 . oop EXISTING COLUMN ®_ � 5/8" GYP BOARD \ g 0o c� f �' ® � „ Z'l < CLRW 00 j FULL HEIGHT WALL Client PER 1 fA8.3 Z �"' FURRING PER 71A8.3 U � a w OFFICE/WAREHOUSE STRONGBACK PER STRUCT. I% FURRING STUDS WALL PER 1 fA8.3 a ri '� FURRIN"G t^m 2 ICAL WALL LOCATION 3 L ®T' L.� Ll� N WRAP �A&4 04 3 --1 0 cc ��.�, AT OFFICE/WAREHOUSE WALL 3 1 0 0 �1�•4 3 0 o A�.4 AT LUNO ROOM o � U ! NOTE; I INSULATION NOT SHOWN FOR CLARITY ; WALL PER PLAN ,I EXISTING COLUMN - —= Project LaCle TENANT IMPROVEMENT MIRROR ABOVE ��.� i EXISTING COLUMN SINK 00, 7 W TECH CENTER 'nGM`` GYP BOARD ®, �� . FURRING STUDS ` 4 AS REQUIRED ' c \-,"CLR— FURRING STUDS AS REQUIRED 1 , . R14 OBERT �. T.Om ��v k> » r ' GYP BOARD K WALL PER PLAN f^: �,@ . ..i ! �l 1 c Q GROUP MACKENZIE 2013 K ALL RIGHTS RESERVED A mm a NG A smum 'aml, THESE DRAWINGS ARE THE PROPERTY OF FURRINU J URRIN uuLUMN O 7 8 GROUP MACKENZIE AND ARE NOT TO 8E ! �� U USED OR REPRODUCED IN ANY MANNER, RESTROOM COUNTER AND PLUMBING WALL 3 =I --0 \,,A8.4- RECORD STORAGE DOOR 1 1/2"=1'-0" o ��,4 �, WITHOUT PRIOR WRITTEN PERMISSION A .4 • � U REVISIONS: EXISTING VERTICAL WALL PER PLAN FURRING PER 7/A8.7 �� REVISIONS REVISION DELTA MULLION �J THIS CLOSING DATE a o SHEET EXISTING STOREFRONT EXISTING GLAZING SYSTEM WITH CONC TILT 1" INSULATED GLASS --- LINE OF FURRING AS OCCURS i WALL -- ` WALL PER PLAN SILL BELOW WALL TO..MULLION + --+— _ w_ w. .w,.� SEE DETAIL 9/A8.4 " I NEOPRENE SEAL SHEET TITLE: v EXISTING INTERIOR ALUMINUM TRIM PIECE WITH Mh^ � € STOREFRONTDETAILS SILL BELOW ;" " µ 1 1 2" RETURNS. FINISH TOS . . �� ;. � GLAZING MATCH WINDOW FRAMES w � DARK BRONZE). FIELD w VERIFY COLOR PRIOR TO w. ..w � �� -M �_�.. �w _ 7- ORDERING MATERIAL. LINE OF FURRING AS OCCURS _� _ � w� EXISTING STOREFRONT ± DRAWN BY: ELJ ALUMINUM TRIM PIECE WITH i GLAZING SYSTEM WITH 1 1/2" RETURNS. FINISH TO ° 1" INSULATED GLASS / CHECKED BY: RCT MATCH WINDOW FRAMES , EXISTING VERTICAL (DARK BRONZE). FIELD WALL PER PLAN VERIFY COLOR PRIOR TO SHEET: MULLION ORDERING MATERIAL. xl'/ALL AT EXTERIOR MULLION 10 WALL AT EXTERI u"R MJULL100�Nr9 WALL. TO"' Qr12A034 A8.4 3»=1,_0» n 3»-1,_0„ z A8A 3»`1,—O„ z A 4 LL A�.4 • 'r_77� JOB No. 2130079.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079—A8-4.DWG SWH 04/03/13 12:30 1:1.00 ,a QD no m LINE OF EXST. PANEL BEYOND WEATHERSTRIP _-.- STOREFRONT GLAZING 0 °m TEMPERED GLASS SYSTEM WITH 1" EXISTING CONCRETE PANEL ----- STOREFRONT GLAZING STOREFRONT ENTRY INSULATED GLASS SYSTEM WITH 1 INSULATED THRESHOLD VV/SQUARE GLASS BACK SET IN FULL MASTIC BED SEALANT AND - SILL TRAY -- SEALANT AND 9 to BACKER ROD NEW THICKENED SLAB SEALANT AND BACKER ROD R BACKER ROD 0 0 112" FIBER BOARD EDGE AT NEW DOOR RADIUS EDGE SHIM AS REQUIRED CONTROL JOINT SILL TRAY OPENING ° °� 0 Q EXTEFWR EXPANSION JOINT SET EPDXY ANCHOR WHERE OCCURS ,f Q . _ SHIM AS REQUIRED 4" CONC. SIDEWALK AT 4 -0 O.C. Q ° D °� °g EMBED 4%" MIN. " � � °�� SEALANT AND BACKER ROD a D � � 0 � SLAB WHERE -- QQ 0 9 OCCURS. d . •, d a - •� -FURRING. SEE DETAIL 7/A8.3 © - D C9 4 d a• 4 yxmTs: � f � r s� 4 Q ,. Q Q ° '� d o � STOREFRONT GLAZING SHIM AS REQUIRED „ SYSTEM WITH 1 INSULATED GLASS Client �- •• - p • � o�� o =11 I-1 11=1 I L=11 f=IT �{•��•�=IFI �- = - = I ISI I� I�fll=l i I- • 91 I�11=1 I F1 I FI 1 1 I=II FI 1 I�I Fl i I=1 I I-!(C I l�I{ =1 I�I T�i I I- - 1=1 I I-1 I i-11�I 11--1!I I I=l 1 -111=1 11=11 I- -I11=1 I I =i 11=l I I=11=1 I II I(=1 11= I�I I-1 I I=I 11-I i{-1 I I-111�1 1=1 I fEE I-- 1=1 11�11=1 I I I^I 11=1 11!I!-1 11=I I!=1 I I-I 11 I I=1 I I:I 1=1 TI1 I f I F= 11=1 I I-f I�I 1=!11=f 11-I I I 11-1 ill J I-1 J I�I 11- -1 I II 11-I I I 11=111-1 ITI 1 I=1 11=1 I I 11=111 11=1 i i- =1 I El I I=1 11-1 I I- - I=11 I`I III i 1=1 I I� .—d I(_ �Qo -11 I-1 I F1 11-I I SII III-1 I I1 I II I M I 1-ill`I I-I I I�I I�I�I i=-I IIIA I H 1 I a - - - - - - - I-1 11-III-11 a I 11=III=11 (+� oo i�� i 1 I-1 I I-I I I_I I I-I I-III-=1 I f_IIi-11 l=I 11=1 I I III-11 i-1 11=1 I I�I I_-I I I-I i I-I I-1 11=1 l l�I = SEALANT AND I�I l I�(I�I Ii I 11=111 i F11 I=11 I=III-I I rel i!-1 I ISI I II 11� i i I� I� !I 5 TOP AND a EXISTING CONCRETE PANEL I�I I 11=1 I I=1 I I-11 i=111=1 11=1 I IE 11=l 11=1 11=1 I I�I I=1 11=i 11-1 1 El I # 111Ti1 I`I '-till-_ _-_T1NMT =_ 11 � I( -i +=” BOTTOM Q. BACKER ROD „ -� -1 I I ,III-1 I 11=1 I I-III=1 11-1 I I�I I=I I IIIII-1 I IEEI I I�i �1-1 I I-�1 I HTi=� HOLD FINISH GRADE 4 TO 6 - �-�i�=IIIRIP � i-1I 1=1I FI I H I I�I I=1 I N I . �-"`-' - WALL FURRING, SEE BELOW FLOOR SLAB. ' MITOON35%--1I1-111..-1II-SII="' FOOTING BEYOND. DETAIL 7/A8.3 k p J Cil i ri_`� STOREFRQNTSILL zSTOREFRONT f 3WINDUAom"WIIS JArwiB 3 -1 --O z A1 .5 3 A .5 �, 8.5) EXISTING CONCRETE PANEL R-13 BATT INSULATION, iF SEALANT AND STICK PIN ASSEMBLY. a EXISTING CONCRETE PANEL BACKER ROD a a EXTEND TO UNDERSIDE OF a ROOF d a R-13 BATT INSULATION, a Project a . - STICK PIN ASSEMBLY. L. CiFAINT ° EXTEND TO UNDERSIDE OF IMPROVEMEW ROOF SHIM AS © REQUIRED a a NEW SUSPENDED a ACOUSTICAL CEILING, STOREFRONT GLAZING �� TECH �NTER �� 4 - . SEE REFLECTED CEILING SYSTEM WITH 1" y OR PLANS INSULATED GLASS SEALANT AND BACKER ROD a' � • aEXTEFVOR NEW SUSPENDED a 12'-0" ACOUSTICAL CEILING, B OPENING SEE REFLECTED CEILING PLANS 2992 , 11, 11" B/CEILING „ ROBERT C. THOMPSON e_ :°- 12 -0 f SHIM AS WALL ANGLE PER 3/A8.7 T MULLION , PORTLAN ,OREGON , REQUIRED 11'-11" B CEILING � QZ STOREFRONT GLAZING SYSTEM WITH I ' WALL ANGLE PER 3/A8.7 INSULATED GLASS © GROUP MACKENZIE 2013 CN ALL RIGHTS RESERVED QQ THESE DRAWINGS ARE THE PROPERTY OF Lli w I flikMaDOW HEAD < K00_6_�WINDOW HEADW 7 8 GROUP MACKENZIE AND ARE NOT TO BE 7C USED OR REPRODUCED IN ANY MANNER, ,f , » p ff " az A�'� /� ,� WITHOUT PRIOR WRITTEN PERMISSION 3 --1 -° z A .S AT SPANDREL GLASS 3 -1 --° z �1 �1 REVISIONS: 14 DOUBLE STUD BOX �< REVISIONS REVISION DELTA A8.5 Ld W SHEET CLOSING DATE BEAM HEADER '� TIMELY FRAME / 5 8 GYP. BOARD ALIGN _W/ _ TIMELY FRAME2 x 4 AT 1'-4" 0.C. 11 c� DOOR HEAD z {ALT. 4DOS125--33 AT 1'--4" O.C,) TIMELY FRAME " CLEAR INSULATED, DOUBLE STUD �-- o \ w GLASS TEMPERED N v _ DOOR FRAME �-- SHEET TITLE. R ¢ t . CLEAR INSULATED GLASS, TEMPERED GLAZING w PER GLAZING TIMELY FRAME DETAILS T / SCHEDULE w w GYPSUM BOARD E3 I BASE PER FINISH SCHED. 350S125-33 10 11 METAL STUD DRAWN BY: ELJ 6y-4f` A8.5 A8.5 PL,A�iCHECKED BY: RCT A BEll IAIM FINISH FLOOR „ T -- TEMPERED GLAZING 5/8 GYP. BOARD SHEET'; - w ,,.000 -rwp � Ki_o� RELITE.; oICAL ILL wX LIQ s� 16"TERIORJAft — 0 /2 o 3o 3 =1 -° /2 ° A5 A .S A8.5 a� z uJ Ne p a � JOB NO. 2130079.00 -BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A8-5.DWG SWH 04/03/13 12.42 1;1.00 5r. cg) . on m MIRROR. EXTEND FLUSH TO 0 0 BACKSPLASH NOT rs -PROVIDE eo ?'-2" FOR UPPER CABINETS. --- COVED INSIDE CORNER � � � a ... PLASTIC LAMINATE 1 —2 1,_6)) PLASTIC LAMINATE OVER �' FACED UPPER CABINETS 3/4" PLYWOOD, USE PL-1 WITH ADJUSTABLE WHERE OCCURS PLASTIC ?,_oy, -w -A- LAMINATE FACED UPPER SELF—RIMMING LAVATORY SHELVING AND CLEAR CABINETS WITH ADJUSTABLE PLASTIC LAMINATE » MELAMINE INTERIORS — SHELVING AND ALMOND MELAMINE — i,,.� 2 BULLNOSE EDGE WHERE OCCURS MICROWAVE CABINET 0 w INTERIORS w w w 9 0 N TE: W — w w e 0 PROVIDE SOLID 2x BLOCKING DUPLEX OUTLETS, k_Jcn \\ / ,.�. .0=3 FOR UPPER CABINETS. = o uJ !�e CENTER IN CAVITY FIXED LAMINATE SHELF, eg 0 2x4. FASCIA � � � < 30" AT SIM. CONDTION w COVED INSIDE CORNER w CONFIRM SIZE OF MW WITH TENANT i w 6" 6" 6" 2" AT H µ, _„µ .� 2x4 EACH COVED INSIDE CORNER 2'_1” w 2 —1 w COVED INSIDE CORNER--- 2 �"? w 1►_8,) FLAT BAR SUPPORT 0 g w PLASTIC LAMINATE w W - Q4 PLASTIC LAMINATE b- to COUNTERTOP �' cn PLASTIC LAMINATE I- cn o F.B. r» x 2" WITH (3) COUNTERTOP AND BACKSPLASH COUNTERTOP N l"0 x 1)6" LAG SCREWS � 6 AND BACKSPLASH n -- -� W � AND BACKSPLASH ��N-�� - TO 2x4 AT COUNTER AND WRAP ALL EXPOSED PIPE (4) X"0 M.B. THRU STUDS PLASTIC LAMINATE PLASTIC LAMINATE , w FACED LOWER CABINETS cfl PER ADA = FACED LOWER CABINETS ''� LOCATE F.B. SUPPORTS Ghent �, J o `� a ,n , » AND DRAWERS WITH '` AND DRAWERS WITH --- w -- AT 3-0 O.C. MAX. w ADJUSTABLE SHELVING k N �v cv ADJUSTABLE SHELVING N C-4 `� OPEN BELOW PER ADA + INSULATE DRAIN PIPE AND ALMOND MELAMINE AND ALMOND MELAMINE t INTERIORS N INTERIORS N AND HOT WATER SUPPLY. KICKSPACE �- KICKSPACE d' ON ALL EXPOSED SURFACES 1 PROVIDE PLASTIC LAMINATE PROVIDE 2x BLOCKING " ------�- 2'_O„ d- 2'--O" �� 2'--Q" AND EDGES, INCLUDING SIDE AT METAL STUDS 4 BASE, TYPICAL 4 BASE, TYPICAL AND BACK SPLASHES AND FASCIA ti 3 ' 1CABINET `TI NC13 z (C;ABINETSEr.%.,=r, 100'%LN& mwCABINET L� VAT' w 1/2» = 1'--0" AT SINK 1/2„=i'-o” m WITH MICROWAVE CABINET 1 f2" = i'--O" v 1 1/2"=?'-O" 5 LAYER GYP BD BATT INSULATION EACH SIDE 6" DIA. STEEL PIPE. FILL Wf CONC.,ROUND TOP. `+ PAINT BOLLARDS OSHA 'CAUTION YELLOW' s z o Project L Cie TENANT METAL STUDS IMPROVEMENT FIRE EXTINGUISHER CABINET ROUND TOP OF FOOTING TO SHED WATER AT EXTERIOR LOCATION. 7 SW CENTER -n ARD, OR FIRE EXTINGUISHER ti'+ CABINET -- SEE ABOVE. . r; l CONCRETE SLAB OR V I,. AC PAVING � ;�- 4s , w �. ROBERT C. TF,0,4'SON' l.i. a Q .�. . ?),O)) DIAMETER ,- i �- ¢ i CONCRETE FOOTING ~ PGRT[AND,OREOOj� - FIN. FLR. L ti 1)-0)) © GROUP 13 ALLL RIGHTS ERESERVNZIE ED IIS lJI I �„ THESE DRAWINGS ARE THE PROPERTY OE K'5I w Q 7 8 GROUP MACKENZIE AND ARE NOT TO BE J USED OR REPRODUCED IN ANY MANNER, � � 1 1/2"-1'-0" W �� 3/4" = 1'-0" � \,A8.6J ® � WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 REVISIONS REVISION DELTA Wwyw SHEET CLOSING DATE O O O w ' 4w V ar®�r A DISABLED SEMI—RECESSED &.SLANITARY SABLED RECESSED SEAT COVER DISPENSER D DISABLED TOWELDISPENSERf NAPKIN/ SEAT COVER DISPENSER WASTE RECEPTACLE TAMPON VENDOR 3,_0,) J-11 3P-41- SHEET TITLE: �- INTERIOR DETAILS E �GRAfB BARS (E�AT RAB BARS WATER CLOSET DISABLED ACK WALL SIDE WALL WATER CLOSET PROVIDE 7»_9, ELONGATED _ RIM NOTE: VERIFY WITH DRAWN BY: ELJ �. p ELECTRICAL "O <= w DRAWINGS CHECKED BY: RCT DISABLED URINAL �TOILET PAPER HOLDER ELEV. TO � SWIT�;HES SHEET: J K SIDE WALL L AND q OUTLETS TOILETz ,) f )) :D A600 MOUNTING HEIGHTS AND DIMENSIONS 1/4 = ? —0 0 JOB NO. 2130079.00 BUILDING PERMIT SUBMITAL — 4/23/13 213007900\ARCH\079-A8-6.DWG SM 04/02/13 15:21 1:1.00 A QD � Q �° 4 CEILING JOISTS PER PLAN NOTE: EXISTING PLYWOOD ROOF .. FOR CEILING AREAS OVER 1,000 SF DECK g � ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" INSTALL BRACING SYSTEM OF PERIMETER EVERY 144 SQ.FT. MAX. EXISTING SUBPURLIN VERTICAL STRUT PER 2/A8.7 OF SUSPENDED CEILING � CQUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMBN5 NS _Ns S' MAX. 8' MAX, 00 A 41L 0 0 EXISTING TRUSS PURLIN ', ° ° ° y, 3/�." ° 3 OR TRUSS GIRDER $ no ° %0 ° to A ARMSTRONG 5ERC2 CLIP ° %0 ARM5TRONG 5ERC2 CLIP ° ATTACHED TO GRID UNATTACHED TO GRID � O ® K� 4 ATTACHED WALL UNATTACHED WALL 6 w o cm �, SECURE ALL HANGERS TO BLDG. no 5 $ MAX. STRUCTURE. TRAPEZE DUCT WORK — s'MAX HANGER WIRE W/STRUT � � � � � � AND OTHER LARGE OBSTRUCTIONS. 10 SHEET METAL 12 GA. WIRE SUPPORT, HANGER IUIRE AND$PLAY WIRES PER 6 —0 MAX. # CEILING BRAGiNG DETAIL CROSS RUNNERS FIT BETWEEN SCREWS AT 12" O.C. EACH WAY. INSTALL TAUT _ MAIN RUNNERS FOR ENTIRE LENGTH cRoss TEE MAIN BEAM CROSS TEE Client MAIN RUNNERS AT 4'-0" O.C. 350S125-33 SUPPORT WITH #12 WIRE AT 4'-0" 0 0 0 0 0 0 0 0 0 0 O.C. OR WITH #10 WIRE A7 5 —0 METAL STUD ATTACH VERTICAL BRACE TO O O p p O p p O O q p O O q p p q O q p p p p O d p p q Q p p p O.C. EA. WAY BRACING T--BAR GRID W/(2) #10 FREE END FIXTED END 12 GA WIRE LATERAL BRACING AT METAL SCREWS I/V ANGLE MOLDING I' r ANGLE MOLDINGS 12'-0" O.C. EA. WAY MAIN RUNNER SUSPENDED CEILING z' UNATTACHED THIS SIDE TO STRUCTURE BEGIN BRACING WITHIN A 2 MARL Poi=-Rl1/ET EXPANSION JOINT 6'-0" OF PERIMETER AND 2" FROM 1 CROSS MEMBER. INSTALL TAUT, IN ............................................................ ................................................................... ALL 4 DIRECTIONS (*"T� SUSPENUED 2 ILIABRA(Altol";*ANGNri� SUSP. �. NOTE: ALL CONNECTION DEVICES 70 BE OF AN 1'-0" = 1'-0" �,A&7BRACE LENGTHS TO 25'-0" 1 1/2"=1'-0" z \,A8.7) 3"=1'-0" 0 \,A8.7 APPROVED TYPE AND HAVE 100# CAPACITY v v �,A&7 TOP TRACK `E. METAL STUD FRAMING, LOW WALL SEE DETAIL 1/A8.3 PER 9/A8.3 .w. .. .- w µ A ,w- — WALL BEYOND PER PLAN EXISTING MEZZANINE ". Project DECK (1X" GYPCRETE LaCNA�' PER 6 1 — METAL OVER %" PLYWOOD) �. s Alk 00S 25 33 TOP TRACK g � �� PLAN BOX BEAM HEADER 6005125--33 METAL STUDSH 600S125--33 METAL STUDS AT 2'--0" O.C. MAX BOX BEAM HEADER 75W SW TECH CENTER DF METAL TRACK, TOP AND 5 8" GYP. BD. ON FASTENERS s' � ®, OR BOTTOM 3 ALL EXPOSED SIDES y" 17 w �+ s 7. 4x12 BLOCKING { 92 600S125-33 METAL SEE PLAN I 23TH �, EXISTING MEZZANINE ROBERT C. THOI�PSON �C. BOX BEAM HEADER A.F.F. FRAMING / SUSPENDED ACOUSTICAL _ M • PER CEILING TILE AND GRID SAT CEILING \ PORTLAND,OREGON mamma PLAN BOTTOM TRACK WALL ANGLE PER 3/A8.7 OF 5/8" GYP. BOARD NOTE: FASTEN END STUDS TO ADJACENT WALLS AS REQUIRED TO SECURE SOFFIT. „ NZIE 2013 MAX SPAN 6'-0". 10 —0 AFF © GALL RIGHTS UP eRESERVED THESE DRAWINGS ARE THE PROPERTY OF SOFFIT I L N N TI N IT _J GROUP R REPRODUCED AND ARE NOT N R, cV Q USED OR REPRODUCED IN ANY MANNER, " ' �� " " " E " WITHOUT PRIOR WRITTEN PERMISSION .7 AT CEILING LEVEL CHANGE 3 =1 —0 � ,� AT CEILING LEVEL CHANGES LESS THAN 6 —0 WIDE 3 =1 —0 A .7 AT MEZZANINE 3 -1 —0 REVISIONS: z 0 N� REVISIONS REVISION DELTA CAP FLASHING PIPE OR CONDUIT, TYP. 5� THIS CLOSING DATE MECHANICAL EQUIPMENT ; SHEET 6" LEAD FLASHING BELOW REDWOOD OR PRESSURE CONT. .WOOD BLACKING TREATED BLOCKING MIN. SQUARE HEAD ROOFING NAILS CONTINUOUS SET IN FLASHING CEMENT AT 10'-0" O.C. MAXIMUM — ILEAD FLASHING OR HOT ASHPHALT 24 GA. FLASHING WITH DRIP—MIP VENT PIPE CLAMP, SIZED TO --+ SOLDER ALL CORNERS. MODIFIED BITUMEN MEMBRANE FLASHING ALLOW EXPANSION AND PRE—FORMED METAL MECHANICAL CONTRACTION. _ EQUIPMENT CURB WITH FINISH PLY Z POLYISOCYANURATE INSULATION \ EXISTING MINERAL FILLER / CAP SHEET SHEET TITLE: N MODIFIED BITUMEN;__� MEMBRANE FLASHING \ \ o CEILING SEAM CAULK \ \ AIL BUILT UP ROOFING PLYWOOD DECK / MINERAL SURFACED CAPSHEET BATT INSULATION EXISTING OR ROOF PROTECTION WALKPAD. RE K - SECURE TO BLOCKING. DO NOT " PLYWOOD DRAWN BY: ELJ 4 FIBER CANT DECK SECURE TO ROOF OR SET IN MASTIC ON ROOF HEADER CHECKED BY: RCT EXISTING EXISTING EXISTING BUILT—UP ROOF SHEET: INTERPLIES BASE SHEET BEYOND, TYP. NN PIPEAN D C"';A'O PN N "DUIT SUPP"m"' FIT ("q� MEG`HANICAL 1� PLUMBING` VEONT 11/2" = 1'—0" w ® 1 1/2" = 1'—0" w ® BLOCKING OPTIONS 3" = 1'—0" w uJ Nol� A .7 Q A ■� A8.7 0 Jab NO. 2134079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A8-7.DWG ELJ 04/02/13 15:05 1:1.00 uJ w Za 9 � I I U L <00" 0 Mg F E DuuR SCHEDULE LLJ R M FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING NOMINAL SIZE FRAME DOOR GLAZING 00 NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L HT. FINISH MARK WIDTH HEIGHT . THICK. MAT'L FINISH MAT'L FINISH TYPE MAT'L FINISH SIZE REMARKS FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS t01 3'-0" 7'-0" 1-3/4" HMK FF W/SC S NONE — — LOCKSET, CLOSER, ACCESS CONTROL FIRSTFLOOR102 3'--Q" 7'—Q" 1_3/4„ HMK FF W/SC S NONE — — LOCKSET, CLOSER, ACCESS CONTROL e� „ 103 3'-0" 7'-0" 1-3/4" HMK FF W/SC S NONE — -- LOCKSET, ACCESS CONTROL g 101 VESTIBULE VCT 4 RB GBP GBP SF G8 P 9 —0 SAT 144 3'-0" 7'--0" 1-3/4" HMK FF W/SC S NONE — — PRIVACY LOCK QD 102 LOBBY CPT 4» RB GBP GBP SF GBP 911-01s, SAT ---- _ 4„ _ — a g 103 SERVER VCT 4 RB GBP GBP GBP GBP 9 —0 SAT --- 105 3 0 7 —0 t 3 HMK FF W/SC S NONE LATGHSET 104 UNISEX SV 6' SV WRGB P WRGB P WRGB P WRGB P 9 —0 GYP --- 106 3'-0" 7'-0" 1=3/4" HMK FF W/SC S NONE — — LOCKSET 105 MEETING CPT 4" RB GBP GBIP GBP GBP 9'-0" SAT --- 107 3'-0" 7'--0" 1-3/4" HMK FF W/SC S NONE -- — LOCKSET �. 106 OFFICE CPT 4" RB GBP GBP SF GB/P 9 —0 SAT ?08 3'—O" 7'--p" 1-3/4" HMK FF W/SC S NONE — LATCHSET 107 OFFICE CPT —4"--RB GBP GBP SF GBP 9 —Q SAT — _ _ _ _ _ _ _ _ g E114A -� EXISTING TO REMAIN � .� 0. 0 g � 108 CONFERENCE CPT 4" RB GBP GBP GBP GBP 9.9—0 SAT --- 00 109 OPEN OFFICE VCT 4' RB B G P GB 9 —0 SAT --- E1108 — — — — — -- — — - — — EXISTING TO REMAIN °ag 70 " B — _-- ?11 3,-0" 7,_p" ?—3/4" HMK FF W/SC S T -- HL LOCKSET — 0 110 HALL VCT 4 RB GBIP GBP GBP G P 9'-0 SAT � � � � � �, � 00 111 OFFICE CPT 4" RB GBP GBPS GBP GBP 9 —0 SAT --- 112 31-011 71—Osl 1-3/4 AL FF AL FF SF T FL 1 112 OPEN OFFICE CPT 4" RB GBP GBPS GBP GBP ?2 —0 SAT ----- 113 3 —0 7`-0 1-3/4 HMK FF W/SC S NONE — — STOREROOM LOCK 113 ELECTRICAL SC 4" RB GBP GBP GBP GB/P 12'-0" SAT --- 115 3'-0" 71--0" 1-3/4" HMK FF W/SC S NONE -- — STOREROOM LOCK Client 114 ICOPY CPT 4" RB GBP ---- GBP GBP 12#-0" SAT --- 118A 3'-0" 7'--0" 1-3/4" HMK FF W/SC S NONE — — CLOSER, LATCHSET 115 RECORD STORAGE CPT 4" RB GBP GBP GBP GBP 12'-0" SAT --- _, » 116 OPEN OFFICE CPT 4" RB GBP --- GBP GBP 12 --0 SAT --- 1188 3 —0 7 —0 1-3/4 HMK FF HM FF NONE — — LATGHSET, CLOSER, ACCESSCONTROL 119 . 3'-0" 7'-0" 1-3/4" HMK FF W/SC S T -- VP LATCHSET CLOSER 118 HALL VCT 4" R8 GBP GBP GBP GBP 12 --0 SAT ___ 120 3'_O" 7'_OD' 1-3/4" HMK FF W/SC S NONE — — PUSf PULL, CLOSER 1119 BREAK ROOM VCT 4" RB GBP GBP GBP GBP 12 —0 SAT 120 MEN SV 6' SV WRGB P WRGB P WRGB P WRGB P 10 --0 GYP --- 121 3'-0" 7'--0" 1--3/4" HMK FF W/SC S NONE — — STOREROOM LOCK 121 JANITOR SV 6 SV WRGB P WRGB P WRGB P WRGB P 1p —Q GYP --- 122 3'-0" 7'-0" 1--3/4" HMK FF W/SC S NONE — — PUSH/PULL, CLOSER 122 WOMEN SV 6w-SV WRGB P WRGB P WRGB P WRGB P 10#—OffGYP --- E123A -- — — — -- -- — — — — EXISTING TO REMAIN 123 PRODUCTION VCT 4" RB GBP GBIPISF GBP GBP l2f—Opy SAT ---- 1238 6'-0" 7'-0" 1-3/4" HMW P HM P NONE -- — 2, ACCESS CONTROL 124 REPAIR VCT 4 RB GBP GBP GBP GBP 12 --0 SAT --- 123C 3'-0" 7'-0" 1-3/4" HMW P HM P NONE — — 2, ACCESS CONTROL 125 WAREHOUSE SC NIA NIA ----- 1230 12,_O„ ?4,_O„ 2„ STL P OHI P NONE — — 201 OPEN OFFICE CPT 4" RB GBIP GBP SF GBP 9'—0 SAT -`- 123E ' " 7'-0" i-3 4 AL P AL P SF T FL ? 202 UNISEX SV 6 SV WRGB P WRGB P WRGB P WRGB P 9 —0 3 -0 GYP / 1203 ROOF ACCESS ---- 4" RB GBP GBP GBP GBP A NIA ---- 124A 3'-0" 7'-0" 1-3/4" HMW P HM P NONE --- — 3, ACCESS CONTROL 204 JANITOR SV 4" RB WRGB P WRGB P WRGB P WRGB P 9 —of, GYP ---- 1246 6'—Q" 7'-0" 1--3/4" HMW P HM P NONE — — 2, ACCESS CONTROL 205 UNISEX SV 6 SV WRGB P WRGB P WRGB P WRB P 9 —0 GYP ---- 124C 6'-0" 7'-0" 1--3/4" HMW P HM P NONE — -- 2, ACCESS CONTROL E124D 3'-0" 70--0" 1-3/4" AL P AL P SF T FL 1 E125A -- — — — -- -- — -- — — — EXISTING TO REMAIN 125B 9'-10" 14'-0" 2" STL P OHI P — -- — — E125C — — — — -- — — -- — — — STOREROOM LOCK, BUZZER E125D -- — — -- — — — — — — — EXISTING TO REMAIN E125E — — — — — — — — -- — — EXISTING TO REMAIN 125F 3'..=0" 70_0" 1_3/4» HMW P HM P NONE — — Project 125G 3'-0" 7'-0" 1--3/4" HMW P HM P NONE — — LaCie TENAW 125H 3'-0" 7'-0" 1-3/4" HMW P HM P NONE — — IMPROVEMEW E125J -- — -- -- — — — — — — EXISTING TO REMAIN E125K — -- _ — _ _ _ _ -- — — EXISTING TO REMAIN El 25L EXISTING TO REMAIN 125M 3,_0„ 7,--O" 1-3/4" HMW P HM P NONE — — E201 — -- — — — — - — — -- — STOREROOM LOCK 7W5 W TECH CENTER E202 — — — -- -- — — -- — — PRIVACY LOCK TIGARD, OR • E203 — — — -- -- — -- — — — STOREFRONT LOCK 204 3'-0" 7'—O" 1-3/4"1 HMK FF W/SC S NONE — — STOREFONT LOCK 205 1 3'-0" 7'-0" 11-3=HMK I FF I W/SC S NONE I — PRIVACY LOCK Awt3hBREVIA I 100NS A. VERIFY ALL HARDWARE REQUIREMENTS WITH TENANT PRIOR TO START OF CONSTRUCTION. 2992 AL ALUMINUM HM HOLLOW METAL RB RUBBER BASE T TEMPERED B. VERIFY AND CONFIRM ALL SECURITY REQUIREMENTS WITH TENANT PRIOR TO STAR OF CONSTRUCTION. COORDINATE WITH TENANTS ROBERT C. THOMPSON;�� C CONCRETE HMK HOLLOW METAL KNOCKDOWN S STAINED' VCT VINYL COMPOSITION TILE SECURITY VENDOR. CPT CARPET HMW HOLLOW METAL WELDED SAT SUSPENDED ACOUSTICAL TILE W WOOD CS SEALED CONCRETE LIN LINOLEUM SC SOLID CORE WR WATER RESISTANT 1. EGRESS ONLY, HARDWARE BY STOREFRONT SUPPLIER. �p PORUND'OREGON FF FACTORY FINISH P PAINT SF STOREFRONT 2. MANUAL FLUSH BOLT INACTIVE LEAF, STOREROOM LOCK ON ACTIVE LEAF, COORDINATOR, CLOSER, DROP SEAL, WEATHER STRIP. GYP GYPSUM BOARD PL PLASTIC LAMINATE SV SHEET VINYL 3. EGRESS ONLY LOCKSET, CLOSER, DROPSEAL, AND WEATHER STRIP OF 10e O GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 in REVISIONS REVISION DELTA 5 THIS CLOSING DATE w d SHEET SHEET TITLE: SCHEDULES DRAWN BY. ELJ CHECKED BY: RCT SHEET: IL a NOR JOB N°. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\ARCH\079-A9-1.DWG ELJ 04/23/13 08:33 1:48.00 Q V O 01 00 00 GENERAL REQUIREMENTS: -0751 00 BUILT-UP BITUMINOUS ROOFING 08 80 00 GLAZING 21 0000 FIRE PROTECTION LUg A. CODES: All construction shall comply with local, state, and federal codes and Standards: Comply with pertinent sections of the National Roofing Contractors GENERAL: Match existing glazing. " ,� g g g A. The fire protection work shall be performed on a design-build basis. Theffm t- , regulations. Association {NRCA) "Roofing and Waterproofing Manual". SUBMITTAL: Submitt shop drawings for A/E review. design-build fire protection contractor shall furnish and install all modifications to � n W 4- B. Contractor must verify existing job conditions prior to construction. Hot mop--in the new roof penetrations such that the existing roof warranty is Storefront Frames: Kawneer Trifab VG 451T, Dark Bronze (to match existing), center the existing fire sprinkler system to meet all applicable local and state code 4 0 0 0 o C. AS-BUILT DRAWINGS: Two (2) sets of as-built drawings will be required for all maintained. The patch shall also meet all of the requirements stated in the glazed, or approved equal requirements. Sprinkler heads shall be dropped into ail suspended ceiling areas. � :) plumbing, electrical, HVAC and fire protection work. building shelf specifications. Storefront Doors: Kawneer 350 Door "Medium stile". Maximum U-Value of 0.80 Upgrade of existing system shall conform with a class IV occupancy. 08 15 16 WOOD DOORS Exterior Glass: 1" insulated with tow a coating, to match existing. B. Fire sprinkler heads shall be white with white escutcheons, semi-recessed, not 01 10 00 PROJECT SUMMARY. Standards: Provide doors complying with National Wood Window Door Association Maximum Assembly U-Value of 0.45 and maximum Solar Heat Gain Coefficient of 0.40 centered, on the ceiling tiles. d9am � a J Work: The work under this contract/project is to include ail the labor, materials, (NWWDA) Industry Standard I.S. 1-87, Sections I.S.1.1 to I.S.1.7 per 2010 Oregon Energy Efficiency Specialty Code. Label not to be removed prior C. The contractor shall include the cost of any hydraulic testing of the fire sprinkler < transportation, equipment, supervision, and services necessary for and reasonably to inspection. system required by any government agency. LLJ Incidental to the completion of all construction work in connection with the drawings Solid Corgi Doors, Air leakage rate not to exceed 0.3 cubic foot per minute per square foot c�€ D. Fire extinguishers to be installed per City Fire Code. Face Veneer: Plain Sliced Maple . and specifications. Core: Solid Core. fenestration area, or 1.00 cubic foot per minute per square foot at glazed Adhesive: Type I. swinging doors. 22 00 00 PLUMBING 0 01 30 00 ADMINISTRATIVE REQUIREMENTS Edge Bond: any allowed by standard. Interior Glazing. 1/4 clear tempered glass 0 Verification: Verify and confirm all dimensions and conditions shown or implied on the " A The plumbing contractor shall furnish and install a complete and operative g.E- drawings and specifications as well as the physical conditions of the site. Notify Glass. 1/4 tempered. P 9 P P °� 0 a 0 g P P Y y 09 21 16 GYPSUM BOARD ASSEMBLIES plumbing system to meet ail tocol and state codes. the A/E of discrepancies prior to start of work. Provide rated doors and assemblies where indicated. B. Provide plumbing submittals and plans for Owner's review prior to construction. Coordination: Coordinate the work of all subcontractors to prevent duplication of STUDS: ASTM C-645. effort and to ensure proper sequence of operations. INSTALLATION: ASTM C-754.Door Frames: Prefinished _Browntone", TIMELY. DEFLECTION: Limit deflection of wall assembly to L/240. 23 00 00 HVAC g ® < o 01 42 19 REGULATORY REQUIREMENTS FULL HEIGHT DRYWALL PARTITIONS: Metal studs with one layer of 5/8" Type 'X' „� � Relite Frames: Prefinished "Browntone", TIMELY. sum board n each side from the floor t the roof deck T A. The design--build HVAC contractor shall furnish and install a complete and 4� m 0 ® O to All construction and materials shall conform with local o 0 0 0 0 he stud size and 0 0 A. CODE CONFORMANCE: gYP operative HVAC system to meet all focal and state codes. � � ® � � �; spacing shall be per the stud manufacturers table and local code requirements. 23 state, and federal codes, and regulations indcluding ADA requirements. Submittals: Submit doors for review by A/E. B. Provide HVAC submittals and plans for Owners review. LwI .� � � 0 � Where permitted 'by code, install gypsum board on Tenant side only. 6 00 W � B. REFERENCES: All references to codes, specifications and standards are intended to C All work shall include a one-year parts and labor warranty and a 90-day.service / OFFICE/TOILET ROOM WALL FINISH: All drywall walls shall receive a smooth finish P a be the latest edition, amendment and/or revision of such reference standard in contract from the date of the Notice of Completion. ) effect. OS 36 13 OVERHEAD DOORS (Levet 4). Toilet roam ceilings shall have a smooth finish drywall ceiling. Q co C. SPECIAL INSPECTIONS: The following special inspections are required in accordance STANDARDS: DASMA 102 - American Nation Standard Specifications for WAREHOUSE WALL FINISH: All drywall shall be fire taped only. Spot nails in firetaped with 2010 Oregon Structural Specialty Code Chapter 17 (Structural Tests and Sectional Overhead Type Doors; Door & Access Systems Manufacturers' areas. 26 00 00 ELECTRICAL r--- S ecial Inspections): Association, International. Gypsum Board: ASTM C-36 Client PWater Resistant Gypsum Board.- ASTM C--630 A. The electrical work shall be performed on a design-build basis. The design-build Concrete SHOP DRAWINGS: Indicate opening dimensions and required tolerances, YP electrical contractor shod furnish and install a complete and operative electrical Concrete Reinforcing steel connection details, anchorage spacing, hardware locations, and installation Accessories: ASTM C-1047 P P g details. Fasteners: system to meet all local and state codes. Welding Screws: ASTM C-1002 B Provide electrical tans for Owner's review. Submit manufacturer warranty and ensure forms have been completed in P 01 50 00 TEMPORARY CONTROLS Owner's name and registered with manufacturer. Nails: ASTM C-514 C. Provide energy compliance code lighting calculations where required by code. MANE QUALIFICATIONS: Company specializing in manufacturing. the products Panel Thickness: D. All lighting and switching shall be per code requirements. Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances Provide 5 8" thick panels typical, unless noted otherwise. into the buildingenvironment to dissipate humid/( to prevent accumulation of dust specified in this section with minimum three years of documented / P YP P y' P experience. Provide 5/8" Type X panels for rated construction. 32 10 00 ASPHALT CONCRETE PAVEMENT fumes, vapors, or gases, and to provide air movement for curing installed materials. WARRANTY: Correct defective Work within a one year period after Date of Provide 5 8" water resistant panels at walls of toilet rooms and walls with . Y P / P GENERAL. All work to conform to Oregon Standard Specifications for construction Substantial Completion. plumbing fixtures. OSSC 02 41 00 DEMOLITION Acce tible Manufacturers: Application: ASTM C-840 "Standard Specification for Application and Finishing of { ) ; P PP P PP g A. Warm Mix Asphalt Concrete (WMAC}. Mix Design Level as noted per plan, Y2-inch GENERAL: Protect existing structures and elements that are not to be removed. 1. Ctopay Building Products Company, Inc: www.clopoycommercial.com Gypsum Wallboard" dense-,-graded WMAC. A. VERIFICATION: Verify that conditions are as shown, and report discrepancies to 2. Wayne-Dalton Corporation: www.waynedolton.com B. PLACEMENT: Place WMAC over prepared and compacted aggregate base per plan. F y. Architect prior to starting work. Steel Door Components: 09 24 00 PORTLAND CEMENT PLASTER Minimum lift thickness: 2.0 inches. Maximum lift thickness: 3.0 inches B. PATCH AND REPAIR: Patch and repair all existing work damaged by new work to A. Steel Doors: Flush steel, insulated, standard lift operating style with GENERAL: Apply plaster in accordance with ASTM C 926 C. COMPACTION: Compact WMAC to minimum density 91% of ASTM D2041 laboratory existing condition or new condition, whichever is appropriate. track and hardware; complyingwith DASMA 102, Commercial opillacation. APPLICATION: Provide three-coat application, over metal lath: density. C. REPLACEMENT: Replace all existing stabs, sidewalks, and paving removed for new 1. Performance: Withstand positive and negative wind loads equal to 1.5 construction. times design wind toads specified by local code without damage or 1. Apply first coat to nominal thickness of J inch permanent set, when tested in accordance with ASTM E 330, using 10 2. Apply second coat to a nominal thickness of J inch 32 1313 SITE CONCRETE second duration of maximum load. 3. Apply finish coat to a nominal thickness of J inch GENERAL: All work to conform to ACI Standards 03 30 00 CONCRETE 2. Door Nominal Thickness: 2 inches thick. FINISH TEXTURE: Smooth trowel to a consistent and smooth finish to match A. SIDEWALK: Use 3000 psi (at 28 days), 4" thick concrete. GENERAL: All work to conform to ACI Standards 3. Exterior Finish: Prime paint. Field point exterior. To match exterior. adjacent wall B. JOINTS: Align curb, gutter, and sidewalk joints. A. SLAB ON GRADE PATCHING: Saw cut, remove and replace concrete as necessary 4. Interior Finish: Pre--finished with baked enamel of manufacturers 1. Provide scored joints at 5 foot intervals, between sidewalks and curbs, and to meet the requirements of the new construction. Backfill and compact the standard white color. 0951 00 ACOUSTIC CEILINGS between curbs and pavement, or as indicated on plan. 5. Operation: Manual. Chain hoist for 12 foot tall doors. ., " 2. Provide expansion joints at 20 foot intervals, to separate paving from vertical crushed rock to 95q of the dry density, per ASTM D-?557. Provide 1/2 diameter 2 x 4 Acoustics! Suspended Ceiling System; ASTM C-635 Heavy Duty; Class A ,. .. B. Door Panels: Flush steel construction; 24 gage outer steel sheet, flat " " „ " surfaces and utility penetrations, or as indicated on pian. Project by 18 long dowels (embed 8 into stab) at 2'-0- o.c., secure with epoxy. Use profile; 26 gage inner steel sheet, flat profile; core reinforcement of 16 exposed T Grid System with 1i main tee, 1i cross tee, and 9 x wall mold C. FINISHING: L Cit TENANT 3,500 psi concrete (at 28 days) for pour back. All trench patching in the as manufactured b Donn or USG. gage sheet steel roll formed to channel shape, rabbeted weather joints y 1 Concrete Apron Raked finish perpendicular to direction of trove! warehouse area shall have a 1/8 inch radius edge. Prior to pouring concrete, at meeting rails; insulated.. Installation: ASTM C-636 2. Sidewalk Paving: Light broom, perpendicular to direction of travel, troweled and IMPROVEMENT stone the existing sawcut edge with an abrasive brick to approximate an 1/8 inch Door Components: Lay-In Panels: 2 x 4 mineral fiber la -In panel, non-directional fissured texture, " • radius edge. P Y Y P � 1 4 inch radius. flame spread 0-25, rad►used edge, / g _ A. Track: Roll galvanized steel, 0.090 Inch thick; 2 inch wide, continuous thick, p USG Omni or equal. 3. Curbs and Gutters: Light broom, parallel to pavement direction. B. CONCRETE FOR DOCK PITS: Saw cut and remove concrete as required for new one piece per side; galvanized steel mounting brackets 1/4 inch thick. Seismic Bracing: Conform to 2010 OSSC Section 1613.7.6 and 13.5 of ASCE 7-05. dock lever pits. Verify and confirm all requirements for dock levers prior to B. Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller starting construction. Provide " diameter by 18" long dowels (embed 8" into stab) holders of galvanized steel; floating hardened steel bearing rollers, 32 17 23.13 PAINTED PAVEMENT MARKINGS 7 SW TMH CER DF at 2'-0" o.c. typical. " y g ( p 09 68 00 FLOOR FINISHES A PAINT: g Provide diameter b 18 Ion dowels embed 4 into located at top and bottom of each anal, each side. MPI No. 97 Latex Traffic Markin Paint, white _ concrete panel) at 2'--0" o.c. typical. Secure all dowels with epoxy. Provide #4 C. Lift Mechanism: Torsion spring on cross head shaft, with braided Carpet: Per finish schedule B. LINES: Apply two separate coats. 3" wide tine, typical ' bar in dock pit walls at 1'-0" o.c. each way and 2'-0" o.c. at pit slab. galvanized steel lifting cables. Linoleum: See Finish Schedule. To be installed with heat welded seams _ 1. For Manual Operation: Requiring maximum exertion of 25 lbs force to Rubber Base: 4" w/ toe Black/Brown by Roppe or approved equal at all office areas, 03 80 00 CONCRETE SAW CUTTING open. 6" at toilet rooms. 33 41 11 SITE STORM UTILITY DRAINAGE PIPING GENERAL: Verify and confirm all dimensions prior to stoning construction. DO NOT D. Sbottom .of door panel, full length contact.ill Weatherstripping: Resilient hollow rubber strip, one piece; fitted to Provide black vinyl reducer strips at all changes of flooring materials. A. PRODUCTS: OVER CUT THE OPENING. Ease edges of the saw cut to match the chamfers of E. Jamb Weatherstripping: Roll formed steel section full height of jamb, 1. High Density Corrugated Polyethylene (HDPE) Drain Pipe, such as ADS N-12 adjacent openings. fitted with resilient weatherstripping, laced in moderate contact with pipe• PP 9� P 09 90 00 PAINTING � 2992 � door panels 2. Plastic Pipe: Polyvinyl Chloride (PVC) per ASTM D3034, bell and spigot style ROBERT C. TiOMPSUN 05 12 00 STRUCTURAL STEEL F. Head Weatherstripping: EPDM rubber seal, one piece full length. OFFICE WALLS: Provide first coat PVA gypsum board primer. solvent--seated joint end. j GENERAL Detail, fabricate, and erect complying with the "Standard Specifications Weatherstripping: p P g Provide two (2) coats Eggshell latex paint. B. TRENCH BACKFILL: G. Panel Joint Weatherstri in Neoprene foam seat, one piece full length. . • H. Insulation: Fibrous lass batt unfaced bonded to facing. TOILET ROOM WALLS. Provide first coat PVA gypsum board primer. 1. Backfill around sides and to of pipe with bedding material per manufacturer's for the Design Fabrication and Erection of Structural Steel for Buildings of the g g' Provide second coat Latex Semi-Gloss enamel point. P P P 9 P PORTLAND,OREGON American Institute of Steel Construction (RISC). ?. R value o€ 7 or better. P recommendations. tla , ZY Installation: 2. In paved areas: Compact backfill above bedding and below 2 feet from Steel Plates, Shapes, and Bar Stock: ASTM A-36 A. Install door unit assembly In accordance withASTM A 53 manufacturer's ou instructions. 10 1400 SIGNAGE finished surface to at least 92% of maximum dry density (ASTM D1557). OF O Round Pipe: Type I or S ncor assembly o wall construction anB. Anchor tll ttid building framing Provide one each at doors to mens and womens toilet rooms. Compact backfill within top 2 feet to at least 95% of maximum dry density. ng without Men and Women: Square or Rectangular tubing: ASTM A 500, Grade B 46 ksl distortion or stress. Unisex: Provide one each at each door to unisex restrooms. 3. In landscape areas: Compact backfill above bedding to at least 90% of Bolts: ASTM A 307. C. Securely brace door tracks suspended from structure. Secure tracks to Provide signs of high pressure plastic laminate and engraving stock with black maximum dry density. structural members onl 9 9 P P 9 9 GROUP MACKENZIE 2013 ` Shop Coat: Roddo Barrier III Rust Inhibitive Primer 3370 Red Oxide. D. Fit and align door assembly including hardware. surface and white core 2" high with 1" high letters in block style alphabet. ALL RIGHTS RESERVED Attach to doors with adhesive recommended by manufacturer. THESE DRAWINGS ARE THE PROPERTY OF Handicap access signs: Provide one each at entrance doors and toilet doors. Signs GROUP MACKENZIE AND ARE NOT TO BE 05 50 00 METAL FABRICATIONS of high pressure plastic laminate engraving stock with blue face and white core. USED OR REPRODUCED IN ANY MANNER, ' 6" x 6" with international symbol for accessibility in accordance with ANSI 117.1. GENERAL. All steel detailed, fabricated, and erected in accordance with RISC manual, Q8 71 00 FINISH HARDWARE WITHOUT PRIOR WRITTEN PERMISSION � latest edition. ,. General: Provide all hardware for complete door operation. Style: "Helvetica" style. Structural and Miscellaneous Metal: Submittal: Submit complete hardware Schedule for A/E, review. ----•..�-- REVISIONS., Steel Plates, Flat Bars, and Structural Sections: ASTM A-36. Butt Hinges: ANSI A156.1 10 21 13 TOILET PARTITIONS SUBCONTRACTORS ARE RESPONSIBLE FOR SUBMITTING, oQ Type E, Grade B. Interior doors: A1132 PAYING AND OBTAINING NECESSARY TRADE PERMITS �• Pipe: ASTM A--53, yp „ " 0< REVISIONS REVISION DELTA Botts: ASTM A--307. Provide 17=134 pair per door TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet ww THIS CLOSING DATE Tube Sections: ASTM A-501, 46 ksi. Button tops. partitions with a baked enamel finish by Hadrian or approved equal, color per (I.E. PLUMBING, MECHANICAL, FIRE ALARM, ELECTRICAL SHEET Steel to have one shop coat or to be galvanized if noted. Latchsets (Schloge AL10S Saturn or AL40S or AL50PD) Finish Schedule. AND FIRE PROTECTION) Interior doors: ANSI 156.2 Series 4000; Grade 2 URINAL SCREENS: Wall mounted with two panel brackets, and floor--to--ceiling - 1- -- -- - All welds with E70XX electrodes in accordance with AWS Standards by certified Lever handle: AL10S Saturn AL40S Saturn or, AL50PD Saturn vertical upright consisting of tubular heads/( stock and sockets anchored to floor _ �� Passage Function: AL10S and ceiling. ` welders; �: fillet welds unless noted otherwise. All base plates, bolts, and columns embedded under stab must be coated with Privacy Lock Func#ion: AL40S bituminous paint prior to backfilling with concrete. Entrance/Office Lock Function: AL50PD 10 28 00 TOILET ACCESSORIES ` Storefroom Lock Function: AL80PD Submit design and shop drawings to A/E far review prior to fabrication. FINISH: Stainless steel, satin finish Push/full: Ives 8" 8305 Door Pull and 8200 Push Plate Toilet Paper Holder: Bobrick B-686 double toilet paper holder, or equal. �--_----+ 06 60 00 WOOD AND PLASTIC Closers: ANSI A156.4, Grade 1, Series CC 02000 Standard cover, Norton 8501 with Sanitary Napkin Dispenser: Bobrick No. B-270. =---�- + A. CABINETS: Break room cabinets shall have European style hinges and 4" chrome options PT-4C and PT-4D. Provide manufacturer's recommended sizes, except for Toilet Seat Cover Dispenser: Bobrick B-221. wi Ii parallel arm closers one size larger than manufacturers recommendation. Locate Grab Bars. Bobrick No. B-6806x18 (vertical), B-6806x36 and B-6806x42 stainless re pullsclosers on room side of toilet room doors and warehouse side of steel handicap grab bars per code. B. COUNTERTOPS: Plastic Laminate per schedule.. Cabinetry tops shall have a square ,, P g P " . front edge with a 4 backsplash, unless otherwise noted. office/warehouse doors. For handicap accessibility, provide closers with options Mirror: size per plans, frameless. 1/4, thick plate glass with two coats silver and SHEET TITLE. C. LAVATORY COUNTERTOPS: The lavatories shall be surface mount on a plastic PT--4F and PT-4H. electroplated copper backing and wiped edges. laminate countertop with a 2" bullnosed front edge, a 4" backsplash and a Door Stop: Provide waif stops at all doors, unless otherwise noted. SPECIFICAMONS radiused inside corner at the backsplash. 11 13 16 DOCK SEALS D. MILLWORK: Architectural millwork and cabinetry shall be of v construction quality Finish: 626 (Brushed Chrome) DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats and a 24" head flap. equal to that of the architectural Woodwork Institute's (AWI) custom grade for Application: Locate hardware in accordance with DHI-04 and DHI--05. When approved, The projection shall be 10" standard or 21" of E.O.D.'s including wood blackouts. flush overlay construction. slight variations in locations or dimensions will be permitted. Application in E. PLASTIC LAMINATES: See Finish Schedule accordance with DHI-02 Attach door control devices for exterior doors such as 11 13 19 DOCK LEVELERS F. SUBMITTALS: Submit shop drawings to A/E for review prior to fabrication. closers and holders to door with thru bolts such as sex bolts and nuts. EDGE OF DOCK LEVELERS: Hydraulic, 72" wide x 29" tong, 25,000 !b capacity. Must 07 21 00 BUILDING INSULATION be mounted per manufacturer's instructions and must be installed with an Walls: 31" with sound attenuating fiberglass batt, ASTM C-665, Type I, except in approach ramp if there is no existing steel channel in the dock. exposed areas use Class A. Provide R-19 unfaced fiberglass botts at 11 30 00 EQUIPMENT DRAWN BY: ELJ office/warehouse wall and R-13 at the furred exterior wall. Ceiling: 6" R-19 ASTM C-655 Type I. Provide above all gypsum board ceilings (No A. DISHWASHER: ASKO-D1132 ADA, Equator SB-72 or GE Model GLDSA 690M CHECKED BY: RCT insulation over suspended cletings). (ADA height, Black Finish) Sound Attenuation Batt: 3#" R-11 ASTM C-665, Type I. Provide around all private SHEET: offices, conference rooms, and toilet rooms, typica, and at toilet room ceilingst. 12 21 13 HORIZONTAL LOUVER BLINDS Roof: Existing under shell contract. Blinds: All exterior windows, except storefront doors, shall receive mini-bunds, by Boli, inside mount, "brushed aluminum," with a valance. Install vapor barrier to warm side of structure. All exposed insulation to have FS--25 rating. Vapor barrier permeability. 1 or less. Labeling; Indicate the R-value of each. piece of insulation greater than 12" in width, or provide a signed, dated, and posted certificate listing the type, manufacturer, and R--value. of insultation installed, in accordance with 2010 Oregon Energy Efficiency Specialty Code. JOB N0. 2130079.00 BUILDING PERMIT SUBMITAL - 4/23/13 213007900\AR0H\079-A9-2.DWG ECJ 04/23/13 08:46 1:1.00 G`EN"ERAL cz r. �c 0) 2 'FA 3: 2v DESIGN CRITERIA FOUNDATION STRUCTURAL WOOD SPECIAL INSPECTION Z4 a ". 1. GOVERNING BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE. 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE °� g - 2. GRAVITY LOADS: � fi. .FOUNDATIONS HAVE BEEN. DESIGNED USING THE CONVENTIONAL FRAMING PROVISIONS AND 1500 PSF ALLOWABLE SOIL BEARING PRESSURE PER IBC CONFORM TO CHAPTER 23 OF THE IBC. SPECIAL INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ROOFCH 1$ FOUNDATIONS ARE TO BEAR ON NATIVE UNDISTURBED SOIL, 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. SPECIAL INSPECTION ROOF LIVE . . . . 0 PSF2. CONTRACTOR WILL PROVIDE FOR DE-.WATERING OF EXCAVATIONS FROM SPECIFIED TABLES, UNLESS NOTED OTHERWISE: SHALL 8E PAID FOR AND PROVIDED BY THE OWNER. SNOW (BUILD-UP IN ACCORDANCE WITH 2009 IBC) EITHER SURFACE, GROUND OR SEEPAGE WATER. ALL ABANDONED FOOTINGS, FRAMING MEMBERS DOUGLAS FIR-LARCH PORTION OF GROUND SNOW LOAD (Pg). . . . . . . . 15 PSF UTILITIES, ETC. THAT INTERFERE WITH NEW TABLE 2308..8 & 9.5 & 10.3 (IBC) FLAT-ROOF SNOW LOAD (Pf). . . . . . . . . . . . 25 PSF 3. CONSTRUCTION THALL BE REMOVED. CONTRACTOR SHALL PROVIDE FOR SHEATHING . . . . . . . . . . . . . . . . . . . . . . . . TABLE 2304.7 (IBC) ITEM PER CHAPTER 17 DESCRIPTION TYPE SNOW EXPOSURE FACTOR (Ce) . . . . . . 1.0 DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING 3. ALL STRUCTURAL SHEATHING SHALL BE FABRICATED WITH EXTERIOR GLUE REQUIRED TO SAFELY RETAIN THE EARTH BANKS E 16- SNOW IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . .1.0 CONFORMING TO U.S. PRODUCTS STANDARD PS-I FOR CONSTRUCTION 1. CONCRETE -- VERIFY MIX DESIGNS BEING USE CONTINUOUS THERMAL FACTOR (Ct). . . 1.0 AND INDUSTRIAL SHEATHING. - PERFORM STRENGTH AND SLUMP FLOOR(S) 4. ALL FRAMING MEMBERS AND SHEATHING SHALL BE GRADE MARKED. TESTS TYPICAL FLOOR . .50 PSF (UNREDUCED) PLUS 15 PSF PARTITION LOAD CONCRETE 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: EXIT FACILITIES AND CORRIDORS . . . . . . . . . 80 PSF UNREDUCED . . DF-L, STUD OR BETTER 2. BOLTS INSTALLED ALL WEDGE ANCHORS PERIODIC - � � .2 � � 3. SEISMIC (PER ASCE 7) 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY PANELIZED ROOF SUBPURLINS . . . . . . . . . . . . DF--L, #2 OR BETTER IN CONCRETE ALL EPDXY ANCHORS °a � O Lo - SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . . . . . 1.0 AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A PLATES . . . . . . . . . . . . . . . . . . . . . . . . DF-L, #2 OR BETTER ANCHOR BOLTS g 0 W - OCCUPANCY CATEGORY .. . . . . . . . . . . . . . . . . . . . . . . . . II PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. 6. IBC TABLE 2304.9.1, NAILING SCHEDULE, SHALL GOVERN UNLESS - g 0.2 SEC. MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) 4.942 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. 3. REINFORCING REINFORCING STEEL PLACEMENT PERIODIC 1.0 SEC. MAPPED SPECTRAL RESPONSE ACCELERATION (SI) . . . . 0.356 AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 7. WHERE LEDGER, SILL PLATES, POSTS, OR STUDS ARE BEARING DIRECTLY ON STEEL IN FOUNDATION AND TILT WALL u � r- to SITE CLASS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO CONCRETE OR MASONRY, PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD PANELS 0.2 SEC. SPECTRAL RESPONSE COEFFICIENTS (SDs) . . . . . . , . . 0.706 ASTM C150. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH (1Y2" FOR S.O.G.) MEMBERS AND CONCRETE OR MASONRY. 4. WELDING --- ALL FIELD WELDING PER CHAPTER Client 1.0 SEC. SPECTRAL RESPONSE COEFFICIENTS (SDI) . . . . . . 0.401 3. ADMIXTURES MAY BE USED WITH PRIOR .APPROVAL OF THE ENGINEER 8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1116" LARGER THAN THE BOLT, - ALL SHOP WELDING 17, IBC SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . .D SEALING THE MIX DESIGN. ADMIXTURES USED TO INCREASE THE WORKABILITY DEPENDING ON BOLT SIZE. BASIC SEISMIC-FORCE RESISTING SYSTEM: OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. DIA. FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. 5. HIGH-STRENGTH STRUCTURAL STEEL BOLTED PER CHAPTER WOOD SHEAR WALL 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 10. BOLTS USED IN WOOD SHALL BE A307. BOLTS CONNECTIONS PER IBC 17, IBC CHAPTER 22. DESIGN BASE SHEAR (V) . . . . . . . . . . . . . V = Cs*BUILDING WEIGHT FOOTINGS AND SLAB ON GRADE . . . . . . . . . . . . . . . . . . 3000 PSI 11. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. SEISMIC RESPONSE COEFFICIENT (Cs) . . . 0.177 STRUCTURAL SLABS BEAMS COLUMNS AND WALLS 3000 PSI 12 EACH GLU--LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING RESPONSE MODIFICATION FACTOR (R) . •, • • • • • • . • • 4 CONCRETE FILL OVER METAL DECK . . . . . . . . . . . . . . . . . 3000 PSI NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION 6. WOOD - ALL NAILING AND STRAPPING PERIODIC ANALYSIS PROCEDURE USED: CONCRETE SLUMP SHALL BE 4 INCHES +/- 1 INCH CERTIFYING THAT THE MEMBERS MEET THE IBC REQUIREMENTS. SUCH DIAPHRAGM OF WOOD DIAPHRAGMS EQUIVALENT LATERAL FORCE PROCEDURE MAXIMUM WEIGHT OF LIGHT--WEIGHT CONCRETE SHALL BE 115 PCF. CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A.P.A. 4. WIND PER ASCE 7 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO 13. GLU--LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V4 (DF-L)' 7. WOOD FRAMING ALL SUB-PURLIN HANGERS PERIODIC BASIC WIND SPEED (3 SECOND GUST). . . . . . . . . . . . . . . . 95 MPH THE LATEST EDITION OF ACI 304R AND PROJECT SPECIFICATIONS. ALL INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . . . . . . . . 1.0 CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE PLAN. EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED. 14. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR PRESSURE COEFFICIENTS (PER ASCE 7 - METHOD 1) 6. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED APPROVAL FROM ENGINEER. COMPONENTS & CLADDING DESIGN PRESSURE (PER ASCE 7 - METHOD 1) PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN 15. ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED GENERAL "PULLING-UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE ON PLANS AND DETAILS. PLACEMENT IS NOT PERMITTED. 16. WHERE DIAPHRAGM AND SHEARWALL SHEATHING NAILING IS LESS THAN 3" 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS ON CENTER USE 3x FRAMING AND STAGGER NAILING PER SHEET SIA UON. NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOLLOWS: (SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED.) TIO Project TENAW IN EACH SECTION. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE A. CONCRETE= CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" LaCi PRECEDENCE OVER THE GENERAL. STRUCTURAL NOTES AND TYPICAL DETAILS. B. CONCRETE' EXPOSED TO EARTH OR WEATHER: IMPROVEMEW 2. THE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . 2" STRUCTURAL OBSERVATION THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . 1 112 IN ACCORDANCE W/IBC CH 17 AND AT THE DIRECTION OF THE ENGINEER OF AB ANCHOR BOLT ID INSIDE DIMENSION INCONSISTENCIES. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: RECORD THE FOLLOWING ITEMS REQUIRE PERIODIC STRUCTURAL OBSERVATION. ACI AMERICAN CONCRETE INSTITUTE IF INSIDE FACE 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL SLABS, WALLS, JOISTS - #11 BARS AND SMALLER. . . . . . . . . . 3/4" NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK ADD'L ADDITIONAL INT INTERIOR `7 SW TECH CENTER DF DRAWINGS, BEAMS, SPIRALS 1 1/2" AFF ABOVE FINISH FLOOR IBC INTERNATIONAL BUILDING CODE COLUMNS -- TIES STIRRUPS, IS TO BE COVERED. 4. ALL WORK SHALL CONFORM. TO THE MINIMUM STANDARDS OF THE LATEST 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL AISC AMERICAN INSTITUTE OF STEEL JST JOIST EDITION OF THE INTERNATIONAL BUILDING CODE WITH AMENDMENTS. CONFORM TO ASTM A615 OR A706 FOR WELD TYPE REINFORCING STEEL. CONSTRUCTION LL LIVE LOAD 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR ITEM DESCRIPTION ALT ALTERNATE A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY APPROX APPROXIMATE MAIL LONGITUDINAL vC T ARCH L/ARCH ARCHITECTURAL ATL MATERIAL fi °� PRp f B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING THE STRUCTURAL ENGINEER. 1. FOUNDATION - REINFORCING STEEL AT MAX MAXIMUM �' F� PARTITIONS. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL B/ 80T70M OF MB MACHINE BOLT ��''� ` GYN C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 53 0 2. WOOD SHEAR WALLS - NAILING AND STRAPPING OF BLD/BLDG BUILDING MECH MECHANICAL .-- DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, DI.4, LATEST EDITION. E70XX ELECTRODES SHALL BE USED IN WELDING WOOD SHEAR WALLS BLK/BLKG BLOCK/BLOCKING MFR MANUFACTURER INSERTS, ETC. A706 REINFORCING BARS TO STRUCTURAL STEEL. BM BEAMMIN MINIMUM oGox D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL BOTT BOTTOM N0./# NUMBER oat SHOWN. CONFORM TO THE RECOMMENDATIONS OF THE LATEST EDITION OF THE BRG BEARING NOM NOMINAL ,� 0 E. FLOOR AND ROOF FINISHES. ACI 315 DETAILING MANUAL. CJ CONTROL JOINT NS NEAR SIDE . F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. 11. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 STRUCTURAL DEFERRED SUBMITTALS CENTER LINE NTE NOT TO EXCEED [EXPIRES: 2 31 14 G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF CLR CLEAR NTS NOT TO SCALE. 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF CMU CONCRETE MASONRY UNIT OC ON CENTER © GROUP MACKENZIE 2013 FOLLOWING: 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO COL COLUMN OD OUTSIDE DIAMETER ALL RIGHTS RESERVED A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, FOR THE REQUIRED CAMBERS/SLOPES. ARCHTECTURE/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW CONC CONCRETE THESE DRAWINGS ARE THE PROPERTY OF CONN CONNECTION OF/OSF OUTSIDE FACE GROUP MACKENZIE AND ARE NOT TO BE ETC., EXCEPT AS SHOWN OR NOTED. 13. CONDUIT OR PIPE. SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB AND PERMITTING OH OPPOSITE HAND USED OR REPRODUCED IN ANY MANNER, B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, CONST JT CONSTRUCTION JOINT OPNG OPENING CONT CONTINUOUS WITHOUT PRIOR WRITTEN PERMISSION C. CONCRETE INSERTS FOR FIXTURES. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS ITEM CONT COORDINATE PDA POWER DRIVEN ANCHOR REVISIONS: D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE CTR/CNTR CENTER PJ PANEL JOINT p EYlSIONS BOLTS FOR MOTOR MOUNTS. PROVIDED. d PENNY (NAILS) R PLATE U) HS REVISION CLOSING DATE DELTA E. SEISMIC BRACING REQUIREMENTS 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE 1. CONCRETE MIX DESIGN` DBL DOUBLE w`�HEET 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT PLYWD/PLY PLYWOOD �o DBA DEFORMED BAR ANCHOR PS POUR STRIP RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF 2. ATTACHMENT OF MECHANICAL UNIT TO SUPPORT DC DEMAND CRITICAL WELD PSF POUNDS PER SQUARE FOOT ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY CONDITIONS NOT SHOWN ON THE DRAWINGS. DET/DTL DETAIL PSI POUNDS PER SQUARE INCH OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT *NOTE: CONCRETE MIX DESIGN(S) REQUIRE AN ENGINEERS STAMP DF DOUGLAS FIR PT PRESSURE TREATED _ 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. DIA/0 DIAMETER ' r THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 16. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON--GRADE AS REF REFERENCE DIAPH DIAPHRAGM REINF REINFORCING CONSTRUCTION. - THE CONTRACTOR SHALL PROVIDE ALL MEASURES SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE- SLABS INTO APPROXIMATELY DIM DIMENSION REQ/REQ'D REQUIRED NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING RECTANGULAR AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG DL DEAD LOAD REV REVISION CONSTRUCTION. SUCH MEASURE SHALL INCLUDE 'BUT NOT BE LIMITED TO TO SHORT SIDES NOT OVER 1 5 AND SPACING NOT EXCEEDING 15'-0" ON BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITECENTER. IN ADDITION, PROVIDE CONTROL JOINTS OFF OF ALL REENTRANT DWG DRAWING SCH/SCHED SCHEDULE E/ EDGE OF S BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE CORNERS TO INTERSECTION OF CONTROL JOINTS BEYOND. PROVIDE CONTROL EA EACH Sim MSHEATHING . SIMILAR SHEET 'TITLE: ITEMS. JOINTS TO CONNECT OFFSET COLUMNS, PITS AND OTHER INTERRUPTIONS TO EF EACH FACE SLRS SEISMIC LOAD RESISTIVE SYSTEM 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS THE SLAB. GENERAL UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL EIFS EXTERIOR INSULATION SP/SPA SPACE(D)(S) STRUCTURAL ENGINEER. ELEV FINISH SYSTEM SPEC SPECIFICATION NOTES ELEVATION 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE STAGG STAGGERED . DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE' ADEQUATE SHORING AND/ ELECT ELECTRICAL STD STANDARD ENGR ENGINEER STIFF STIFFENER OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL EQ EQUAL T&B TOP AND BOTTOM EW IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER EXIST ETINGY T/ TOP OF OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. EXI S THK THICKNESS) EXP JT/EJ EXPANSION JOINT TL TOTAL LOAD EXT EXTERIOR TS TUBE STEEL DRAWN BY. VLK F/ FACE OF TYP TYPICAL FB FLAT BAR UON/UNG UNLESS OTHERWISE NOTED CHECKED BY. DBL FIN FINISHED VERT VERTICAL . FLR FLOOR W/ WITH SHEET: FND FOUNDATION WD WOOD FTG FOOTING W/0 WITHOUT GA GAUGE GALV GALVANIZED GLB GLU LAM BEAM HORIZ/HOR HORIZONTAL JOB NO. 2130079.00 BUILDING PESUBMITTAL - 41231T13\f079-S1-0.DWG Vt,K 04/22/13 15:22 1:1.00 00 O �4 �-2MIN �-2 3/4" NOTES: ® � MIN COMBINED MIN TYP 1. SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OR SHORTER OPENING TRIM BARS SIDE OF THE LARGER OF THE TWO ARE CONSIDERED TO 'FORM A COMBINED OPENING. TRIM BARS 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE LARGER DIMENSION DOES NOT M . d EXCEED 3'-0". SEE PLANS FOR OPENINGS LARGER THAN 3'.-0 z ' � µ 3. TRIM BAR EXTENSION PAST EDGES OF COMBINED OPENINGS SHALL BE 1 -0'f FOR #4 BARS AND 1'-6" FOR #5 BARS. to �. 1'_0" TRIM --COMBINED 4. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF COMBINED OPENING OR 1 00) RECTANGULAR f, q 1 --0 w PLACE BETWEEN INDIVIDUAL OPENINGS. DO NOT CUT SLAB PRINCIPAL REINFORCEMENT. -v � � . BARS w , ff OPENING cn� g MAX o ROUND OR SQUARE MAX 00 1 -0 MIN 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN OPENINGS rn w o, 6 g SLAB OPENING 3'-0" MAX IS GREATER THAN OR EQUAL TO THE SLAB THICKNESS PLUS (N-1) TIMES 3 INCHES, `� AWHERE N IS THE NUMBER OF TENDONS IN A BUNDLE OR DUCT. TENDONS MUST FOLLOW o A STRAIGHT ALIGNMENT (IN PLAN) THROUGH THE COMBINED OPENING AND FOR AT LEAST �-`� " " 0DEGREE 8 24 ON EACH SIDE c� CLR 3 -0 MAX COMBINED A m ` TYP MIN 6. SUBMIT SPECIAL SITUATIONS TO ENGINEER FOR REVIEW. p w m 010 ySTD OPENING �� , 0) CdMBINED HOOKS TRIM BAR REQUIREMENTS: -o D D iwJ � � � OPENING �- v ®IF THE COMBINED OPENING IS SMALLER THAN 1'-0", PROVIDE (1) #4 TOP AND BOTTOM M N w 00 z BETWEEN OPENINGS. —� 4d OR 2 1/2" MIN OFFS .r z ¢ ~ *IF THE LARGER DIMENSION OF A COMBINED OPENING EXCEEDS 1'-0" BUT THE SMALLER 3� OR ¢ DIMENSION IS LESS THAN OR EQUAL TO 8 AND PROVIDED THE COMBINED OPENING IS a -v) M ' Client tom} o PREINFORCEMENT, PROVIDE 1 4 P �� 10 ao ALIGNED WITH THE PRINCIPAL TO AND BOTTOM- , � C ) � NOTES: ;� BETWEEN OPENINGS. 1. THIS DIAGRAM IS FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS .IN ALL OTHER CASES WHERE OPENINGS ARE ARRANGED IN A SINGLE LINE PROVIDE (1) #4 BETWEEN 1'-0" AND 3'-0". NO TRIM BARS ARE REQUIRED FOR ISOLATED SLAB T4IM �- TOP AND BOTTOM BETWEEN OPENINGS AND (1) #5 TOP AND BOTTOM AROUND PERIMETER D -k REBAR SIZE D OPENINGS SMALLER THAN 1'-0". SEE PLANS FOR OPENINGS LARGER THAN 3'-0". BARS 2" OF COMBINED OPENING. 3 7HRU 8 6d cr TRIM 2. PROVIDE (1) #5 TRIM BAR TOP AND BOTTOM ON EACH SIDE OF OPENING. MIN _J WHERE INDIVIDUAL OPENINGS OF A COMBINED OPENING FORM TWO OR MORE ROWS, THE 9 7HRU 11 8d ' 0 ENING. TYP v 3'-0" MAX BARS ® ROWS SHALL BE SEPARATED BY AT LEAST 8" OF CONCRETE. PROVIDE 2 4 TOP AND BARS SHALL_ EXTEND 1'-6" PAST EDGES OF � �.. C ) # BOTTOM BETWEEN ROWS OF OPENINGS, (1) #4 TOP AND BOTTOM BETWEEN OPENINGS INDEGREENDS 14 & 18 10d3., DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. DO NOT #3 THRU #5 4d THE PERPENDICULAR DIRECTION AND 1 5 TOP AND BOTTOM AROUND PERIMETER OF DIRECTION,CUT SLAB PRINCIPAL REINFORCEMENT. � C ) # TIES COMBINED OPENING. PROVIDE STANDARD HOOKS WHERE BARS TERMINATE WITHIN THE ri*"�T COMBINED OPENING.I .-- TRIM NTYPICALREINFORCINIG FOR ISOLATED SLAB AND WALL OPENINGS 1 1/2"-1'-0 o FOR MULTIPLE SLAB AND WALL OPENINGS 1 1/2"-1'-0" o 51.1 1 1/2"=1'-0" � �� SEE 1/81.1 FOR TRIM BARS AT ISOLATED OPENINGS Q A / NOTES: 1. SLOPE TO BE 1 VERT (MAX) TO 2 HORIZ UON 2. LOCATE STEPS AS REQ'D FLANGED COMPONENT DOWEL--IN COMPONENT Project LEI1�1 (UON) IN INCHESBAR WITH FEMALE THREADS WITH MALE THREADS L. Cle TENANT F'c=3000 PSI F'c-4000 PSI Fc-5000 PSI IMPROVEMENT PER PER #3 21 18 16 I ,f 12/81.1 12/51.1 64 v #4 28 24 22 __1 0F;r=_ REOUIRED SIZEOF 2x RISE 12 ITWO PARTDOWEL COMPONENTS 7SW H CENTER DF fe #5 35 30 27 FLANGE ATTACHES AFTER FORMS ARE RD, OR �. � TO INSIDE OF FORM I STRIPPED DOWEL--IN SPECIFIED SIZE FOR REBAR R U ' " � 4 33 ' #6 2 36 0 4 ( � COMPONENT THREADS #4 #5 #6 I INTO FLANGED COMPONENT .. � � � #7 49 42 38 MANUFACTURER W �� zz z 4z z zz z CT R . AND #8 59 51 46 w w�+� I w W w w w w c�'t ' �. BRAND NAME ,..�0 0 0 --'0 0 zo -.'0 0 0 PRp z w z w z ` �� #9 74 64 58 iso- ¢Q_ 3t4 ¢0- moo-• ¢4 5 IN / ° 2x RISE o 0 00 �0 00 �0 00 ii0 10 94 82 75 0 0 0 Q 0 0 # NOTES. vj c 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS M w #11 116 100 90 RICHMOND DOWEL #4 #4 #5 #5 #6 #6 o ON . cV ..., LISTED AT RIGHT MAY BE USED TO REPLACE ORDINARY DOWELS BAR SUBSTITUTION • SPECIFIED IN THE DRAWINGS. • osf w� �6'4 NOTE: 2 FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE ICBO REPORTS. LENTON FORM #4 #4 #5 #5 #6 #6 O c� LLO cv SAVER REINF SAME SIZE & -- WHEN TWO BAR SIZES ARE SPLICED, SPECIAL INSPECTION IS REQUIRED. EXPIRES�12 31 14 SPACING AS FTG REINF USE LAP LENGTH OF SMALLER BAR 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH DAYTON-SUPERIOR ��... ® - TABLE IS FOR CLASS B SPLICES AFTER ASSEMBLY. D-50 DOWEL BAR #5 #5 #6 #6 #7 #7 REPLACEMENT C GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF Pluo""'AL T IN ALL. `TI I A LAP SPLICE N '%�TWU H I U PAum"' D "'WEL Amu"'� TEM ,� GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, .� 1 1/2ff=1,-0ff 4 .� 1 112f,_1 f—Off Q .� 1 1/2"-1'-0" Q WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: DOWELLED JOINT INSTRUCTIONS: 1/8" RADIUS TOOLED EDGE 1'-6" MIN'S NOTE: 0 EWSIONS / PIPES SHALL NOT PASS cnHls REVISION DELTA DOWELS ARE TO BE SAWN (OR " !� THROUGH COL, COL FTG EXISTING PURLIN wo 5 EET CLOSING DATE IF SHEARED, GRIND ENDS TO 1/2 Ox1 -0 LONG SMOOTH DOWEL OR UNDER COL FTG ff REMOVE DEFORMITIES) @ 1 -0 OC. GREASE ONE END. b� f sf AT POUR STRIP USE 4x3 -0 DO #3 NOSING BAR # � f 1,- NOT GREASE (SIM CONDITION) DIGGING FOR PIPE TRENCH TREAD 6 PARALLEL TO FTG SHALL NOT v a- 3" CLR CONCRETE SLAB & EXTEND BELOW THIS LINE Ems- REINF PER PLAN o' L,_�\ w N 2 __ME-1 PIPE PARALLEL L. TO FTG 4 m ✓, IV— � SEE SPECS FOR PREP .. 7H _ R 1 2 TYP � � _� --rid--_ � �,. 6 � OF SUBGRADE BENEATH a SLAB-ON-GRADE 4"0 MIN PIPE SLEEVE. w REINF PER 1/S1.1 SHEET TITLE: PIPE TO CLEAR SLEEVE 10'-0" MAX ol #3 @ 18 OC EW BY 1/2" ALL AROUND 2x8 #2 DFL W/ DETAILS LUS28 HANGER PLAN �= TYP (3) PLACES : 1 SAW CUT 1/8"x1/4 SLAB DEPTH �. UNIT CURB W/ #14x3 ` c 3f, CLR CONCRETE SLAB ' z SCREW EA CORNER � t� #4 x CONT N EXISTING z TYP GRADE BEAM SUB PURLIN NOTE: CO '~ _ SEE SPECS FOR PREP -- 800 LB MAX UNIT AWN DR BY: VLK .._ T � . OF SUBGRADE BENEATH 4 � � UNITS MUST BE MIN 10 AFAR r Yf P GIRDER MAX R D 2 UNITS PER ,� �. SLAB-ON-GRADE E � � SLAB-0 " # c - v 9 MIN 1 UNIT PER PURLIN MAX, SEE CHECKED BY: DBL 4 SLAB REINF PER PLAN. THIS CONC SHALL BE B/ FTG ARCH FOR LAYOUT SHEET: STOP EVERY OTHER BAR SAME WIDTH AS FTG A A7 EA SIDE OF JOINT cp ri'N�Typ CONU60"RETE �- 10 IUlJ I J I T' PIPINUor12 ��AI�I A lJ1�l lJ NO SCALE 4 S1.1 NO SCALE o .1AF0 1 1/2 -1 -0 o 5�.1 NO SCALE o TIN �... JOB NO. 2130079.00 BUILDING PERMIT SUBMITTAL 4/231T� 3\079—S1-1.OWG VLK 04/22/13 15:22 1:1.00 LEGEND Z3 4=3 GRIDLINE Z J KEYNOTELu FOOTING PER SCHEDULE 0 0 r= r. Z > � u^tom, GENERAL 'NOTES g 2 A. LOCATE (� OF FOOTING AT q OF COLUMN AND/OR WALLS, m O toON '014to U.O.N. 060 r, B. CONTRACTOR TO VERIFY DIMENSIONS. NOTIFY A/E OF ANY W_ CM DISCREPANCIES. .a 0 00 J C. EXCAVATION FOR INTERIOR FOUNDATION SHALL NOT UNDERMINE EXISTING SLAB—ON—GRADE. DEMO/SHORE AS Client REQ'D K E Y N C.w)"I E S 1. STRONG BACK PER ARCH 2. DOCK RETAINING WALL PER ARCH. 3. DEMO SLAB AS REQ'D. REPLACE W/ 5" SLAB--ON—GRADE W/ #4 @ 24" O.C. EA WAY 4. 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REINF TOP & BOT -�—=— - - B 20-0 It CON T. V-0" (4) @ 12" 0.C. (3) #4 C 3'-0"' PER PLAN 1'—6» #5 ® 12" O.C. #5 @ 12" O.C. � T lJ ATI Uim N SHEET TITLE: 821 1/4"=If-o" TRUCK DOCK FOUNDATION PLAN DRAWN BY: VLK CHECKED BY: DBL SHEET: JOB No. 2130079.00 BUILDING 21300790 13 T\079-S2-1.DWG VLK 04/22/13 15:22 1:96.00 Q0 n sf L Eu"E N"u" #- 0 °(p I CN J EXISTING BEARING WALL TO REMAIN 3 NEW BEARING .WALL WALL ro s 6 �p B SIM _,..._..®o _ a �...�............ .®..�.., NEW BEARING WALL BELOW 00 D.5 his a "a 0. � GRIDLINE _9 2 W1 � A 7 � tr� 58.2 KEYNOTE 58.1 \:a FOOTING PER SCHEDULE M� 0 0. 0 W2 � 2x STUD SHEAR WALL, SEE SCHEDULE Client p. _ GO E HOLD DOWN PER 2/58.1. 14#-4" i h ti- w/q F V) ,.,.,....�.Y,., .....,,,. ................,-,...-....+.� F LNd1TE A. LOCATE OF FOOTING AT OF COLUMN AND/OR WALLS, U.O.N. B. CONTRACTOR TO VERIFY DIMENSIONS. NOTIFY A/E OF ANY DISCREPANCIES. a y C. EXCAVATION FOR INTERIOR FOUNDATION SHALL NOT 1 1 I I I UNDERMINE EXISTING SLAB--ON—GRADE. DEMO/SHORE AS 9" 177Y3" 6l-0" 17,_077 77_07, 247_0„ REQ'D 72 i—0" ' KEYNOTES Project L aCl NA 1. EXISTING JOISTS TO BE REMOVED PER ARCH. IMPROVEMENT 8 8. 1 8.8 9 9.7 10 11 2. EXISTING COLUMN TO REMAIN. 3. DEMO SLAB AS REQ'D. REPLACE W/ 5" SLAB—ON—GRADE W/ #4 @ 24" O.C. EA WAY 7555 SW H R DF TIGA , CR MEZZANINE FOU' NoN Al 82.2 1/8»_17x077 �TU�� F o PROs w l 53 q N n, G G N v 08, r2 r8 �� s8.2 s8.2 S .z GLB 5x15 EXPIRES: 12 31 14 GROUP MACKENZIE 2093 ALL RIGHTS RESERVED E THESE DRAWINGS ARE THE PROPERTY OF I GROUP MACKENZIE AND ARE NOT TO BE 8. USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 1 _ 3 Q Lw I REVISIONS: 00 4 I .�.. .�L _ w W REVISIONS REVISION DELTA ._.. .� I CLOSING DATE SHEET F0t%0j'%"flN& 10A SCHEDULEao ................ J i 7 � � MARK NOMINAL �,....M.M..... _—.. �..��__. ,._.�� .,...�.,.�... � L _ .. _ REMARKS i ,� z D 8 STEEL REINFORCING WIDTH LENGTH DEPTH TRANSVERSE LONGITUDINAL --� 1 I A 4 —0 4 —0 2 —6 #5 C� 6 O.C. #5 ® 6 O.C. REINF TOP & BOT - 1 1 „ " " B — — } I 2 0 CONT. 1 0 (4) C� 12 0.C. 3) #4 _ ! 7i ! !7 ,7 ,7 C 3 —0 PER PLAN 1 —6 #5 @ 12 .0.C. #5 ® 12 O.C. 1 I � WALLSCHEDULE . f I 1 w ! SHEET TITLE: MARK TYPE SHEAT NAILING_�......_..._�,,.w.........w.. �... �.w.�...F..Y.A..._._ . ._� _.,_,._ ..,. ._.. �...... ,.,�..�......r_.�..r .....�.� �._ ._-_ _ _.�__.�..._mw.....� ...._... �_ SHEATHING NA LIG (EDGES/FIELD) REMARKS 7/16 PLYWOOD — F �W1� 2x6 @ 24 O.C. EA SIDE 8d (4/12) MEZZANINE W2 2x6 @ 24 O.C. 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'O�ENERAL Nt"NlrES KEYTES A. LOCATE OF FOOTING AT q OF COLUMN AND/OR WALLS, 1. HSS 4x4x1/4 DOOR JAMB DRAWN BY: VLK U.D.N. 2. HSS 5x5x1/4 STRONG BACK. SEE DETAIL 12/88.1 S. CONTRACTOR TO VERIFY DIMENSIONS. NOTIFY A/E OF ANY 3. PLINTH PER DETAIL 4/88.1 CHECKED 'BY: DBL DISCREPANCIES. 4. STRONG BACK PER ARCH SHEET: Lu se 5. STEM WALL PER DETAIL 8/58.1 JOB No. 2130079.00 BUILDING Q 213007900 STRUCT\079—S3-1.OWG Vl..1C 04/22/13 15:23 1:96.00 a 1 1 10 9 S 7 5 4 2 g0 .�...�...�w.�.....�....�.....�...�.�.�..�.....�.�.....�. ....�... .��...�...�.w�.� .�,�..��..w.w,.�_.�.....,_.��.........n.��._.�.�,�.�....._.��. __._...._._..,�...�.w�.�...�.,.....h.._.M.,._._....w...��...r.._�,.�.��.•�,.._..._.M,._ ._.�...�._.._._..��....n...�....�...,.._.�...�.,...�.,.........�....�.�.....�_.w...�.._.,. _,..�........�.......M,�.�r.�,._.._.. �...._.�_...•.�....,�.�..._...,...�.�.�..�....�.�...�.��..�.�....�.w.. .�w..�...�.µ.��.,.�.�� ..,� _..w.. .,..�.��.�.�.. ,..�.�.....��..�....._.�.......�.�� g� � `� . 0 <M *..,=& er o � W (0 (0 0 1 � � 00 Client -- Sam — Moft L:4 �_ _ a M _._ _ —t w w,• µ _? _,� .. w� _ . d g _. a .. .. ... w A w. _ .w . �.. w« . w w _ H w M. �.. .. m a w _ w _�_ �� 1N10'.18TH 53.2 1/8"--1 l—Qn Project LaCie TENANT IMPROVEMENT 75W SW TECH CENTER DR RD, OR A B C p E F VCTU � p pR t 531 OUWN . Da, z�° q EXPIRES-. 12/31L11] GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, l WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: o Q REVISIONS REVISION DELTA 0 THIS CLOSING DATE \- Man SHEET SHEET TITLE: WEK# EL �' �TIUN 83.2 /$,�� o„ ELEVATIONS Mix a G E N E R A L INI E S KEYN%j A. LOCATE OF FOOTING AT OF COLUMN AND/OR WALLS, 1. STRONG BACK PER ARCH DRAWN BY: VLK U.O.N. B. CONTRACTOR TO VERIFY DIMENSIONS. NOTIFY A/E OF ANY CHECKED BY: DBL DISCREPANCIES. SHEET: e% JOB N0. 2130079.00. BUILDING PERMIT SUBMITTAL 4/23/131 213007900\STRUCT\079-S3-2.DWG VLK 04/22/13 15:23 1:96.00 0_ NOTES: y — AT SIM CONDITION DOWEL #5 @ 12" O.C. SLAB TO EXISTING PANEL EA FACE — SHORE PANEL AS REQ'D < 9 } #3 ® 6" -� WALL PER SHEARWALL SCHEDULE WALL PER SLAB & REINF w "0 TI TEN HD @ 16" O.C. PER PLAN . 1 a SCHEDULE EXIST PANEL BASE ' PER W/ 3" EMBED SIMPSON HDU8-SDS2.5 1 1/2" 3" too �j 04 HOLD DOWN W/ "s� PAB GRACE VYCOR CLR g L .� SHEARWALL SCHEDULE CONC SLAB PER PLAN W/ 12" MIN EMBED PLUS NEW SLAB & #4 DOWEL @ 1 —0 O.C. � g W/GRACE VYCOR PLUS REINFORCING EXISTING SLAB W/ s" MIN EMBED W/ „ ' � ® o to CONT FTG PER PLAN SIMPSON SET XP #4 x 2'-6" DOWEL �� 0 a O 0) PER PLAN @ 1'-0" O.C. W/ 4' g 0 r EMBED W SIMPSON . 00 b s. s = z 1 is SET XP 10" .9 r v 0 �. �' w '. � M_ z BACKFILL AS 1�co �. to 2 MAX ;�, �_ A R 0"D J 2 MAX CL '00 w4 � (0 -� Client 4 .. . .. 1 �.. °- 0 0p #4 DOWEL x 2'-6" FTG & REINF PER PLAN C� 12 O.C. W/ 6 MINcr- w, FOOTING WIDTH EMBED W/ SIMPSON oc .� �.: P ROO FOOTING WIDTH REINF PER REINF PER �"' . PER PLAN SET XP BACKFILL v . AS REQ'D = g PER PLAN FTG SCHED L N FTG SCHEDULE � • v • • • •. • r • • 3" CLR OF FTG AT OF PANEL LO K01 LO .1 AT WOOD SHEARWALL 1"=1'-0" o uz- .1 AT WOOD SHEARWALL 1/2"=1'-0" 1 1 1/2"=1'-0" 3/4" = 1'-0" CIO �.1 EXIST PANEL NOTE: 0 E. SEE DETAIL 4/88.1 / FOR ADD'L INFO Project LaCie TENANT BACKFILL AS REQ'D IMPROVEMENT #4 DOWEL C� 1'-0" O.C. ": 4-*. W/ 6" MIN EMBED W/ (2) #4 REBAR SIMPSON SET XP 10" #4 @ 12" 0.C. "7 8W CENTER DF `�1 D, OR #4 ® 1'--0" Q.C. STD HOOK t0 FTG & REINF PER PLAN V C T U�� EO PRO`�Fs OREGON � 3�, CLR `� OF FTG AT OF PANEL E�(PI, RES: 12 3 GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF STE 00 GROUP MACKENZIE AND ARE NOT TO BE . t-- USED OR REPRODUCED IN ANY MANNER, 3/4" = 1'-0" 00 WITHOUT PRIOR WRITTEN PERMISSION A � REVISIONS: © EYISIONS W) HIS REVISION DELTA SHEET CLOSING DATE 0x 0 ROOF LINE O X I cV HSS PER ELEV 3/16 rYP ---t --f- L 3 112x3 1/2x1/4x0'-M-4" @ 4'-0" OC MAX, STAGGERED, - 8" MIN 8" MIN W/ 1/2"0 THREADED ROD 18" MAX 18" MAX W/ SIMPSON SET XP EPDXY SHEET TITLE: L) e- W/ 3 3/8 EMBED W/ SPECIAL INSPECTION AILS 0 ' 1 1/2" a 3/1 s rrn FIN FLR DRAWN BY: VLK 140-0" MAX CHECKED BY: DBL NOTE. PLACE (2) ANGLE CLIPS AT TOP AND BOTTOM SHEET: OF HSS STRONGBACK 712� C) uJ .`I 1/4 1,_0" , JOB No. 2130079.00 UILDINGSUBMITTAL - 41231T13\r077,—,,-1.D., VLK 04/22/13 15:38 1:1.00 g � WALL ABOVE AS OCCURS °a ad EXISTING FLOORING 10d @ 3" O.C. EXISTING LSTA30 AND JOISTS PLYWOOD PER PLAN SHEATHING STRAP EXISTINGR BOARD IM 0 (9 LSL BLKG @ SHEARWALL/ BEARING WALL A35 CLIP EA °� a TRUSS SPACE Ci 0. g CC 0 0 ! ff NEW 2x WALL _ _� �. / 010 LTP4 ® 4 --0 1 3 4 LSL RIM BOARD d PER PLAN EXISTING w ._ _� - ��_ M _. ... .. .. µ . ® 0 2x WALL _ . w_ .. STAGGER 0 0 0 T C4 H2.5T ® EVERY oa STUD WALL & Uf ,� A a- to OTHER JOIST GLB PER PLAN EXISTING JOIST NOTE: SHEATHING PER WALL -- LOCATE STUDS EXISTING JOIST SCHEDULE UNDER JOISTS. Client SHEARWALL TOLERANCE = ±X" 2x6 DBL TOPPER PLAN SHORE AS REQ'D NOTE: LOCATE STUDS UNDER JOISTS: TOLERANCE = ±1/2"J SHORE A5 REQ'D AT WALL J000ANTAT WALL 1 STRAPr- 2 J ISTS 'r"' 'LBNK'3 PERP. J "' ISTS t�j I 0 0 .2 1 1/2r4 TJ1 »_1,_0!! ty s2 1 1122'-1,_O,f .2 1 1/2,2-1!_O„ 1 11272-1f_Ol, I 06 0r^6 88.2 vJ Ry2x6xCOL WIDTH + SIDE 3/8x6x(BM DEPTH-1") GLB PER PLAN F W/ (2) 3/4"'0 MB Project MSTA30 L. I NANT - 1 » IMPROVEMENT BC6 - •p• _ o. 0-: - 7 ■. H CE R POST PER PLAN EXISTING } ,_�, OR 2x WALL r } A P ABE66 W/ EXISTING F 51 � o %"0 TITEN HD SLAB • ' o • � � } err � � E 7/8xBEAA9 WIDTH+1/8"x6 REGON 08, 1/4 EXISTING TS COLUMN EXPIRES: 1231 14 aa.wn.v:o+ r■a r y. y Q GROUP MACKENZIE 2013 ALL RIGHTS RESERVED avo,,&evy 'go"OLUMN B THESE DRAWINGS ARE THE PROPERTY OF K00�7 P(Jo I UAP + BASE r8 m GROUP MACKENZIE AND ARE NOT TO BE o USED OR REPRODUCED IN ANY MANNER, 88 .2 1 112,f=1f_O!f CN .2 1 112#2=11-0$1 1 WITHOUT PRIOR WRITTEN PERMISSION X" BENT E OR ANGLE x REQ'D x REVISIONS: 1'--2" @ 2'-0" O.C. o -- EVISIONS (5) SDS25312 SCREWS cn�Hls REVISION DELTA 5 MEET CLOSING DATE EQ SPACED STAGGERED Wo (2) 36"0 TI TEN HD -- 2x WALL PER PLAN W1 3y2" EMBED B B o 1 w r EXISTING CONCRETE WALL NOT _ - SHOWN FOR CLARITY WINDOW OPENING SHEET TITLE: 6" MIN DETAILS 2x WALL PER PLAN DRAWN BY: VLK CHECKED BY. DBL { SHEET: E 1� A L L N C W A L L IN I 02 1 112"-1 f—Off o JOB NO. 2130079.00 BUILDING PESUBMITTAL 4/23/T13\r0779—S8-2.DWG WK 04/22/13 15:31 1.1.00