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Plans BU P2016 - 00124 nr -GENERAL INFORMATION— I- MATERIAL CODES GENERAL NOTES (...0.:= ABBREVIATIONS PROJECT DIRECTORY G000 COVER SHEETc7 ACT-# ACOUSTICAL CEILING(TILE OR PANEL) --- NONE G001 GENERAL INFORMATION „........... AWS-# ACOUSTICAL WALL SYSTEM OWNER JOE GREEN INVESTMENTS A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH it & AND G002 CODE COMPLIANCE SUMMARY 0 BRICK-# BRICK DEVELOPER 11560 SW 67th Ave,Suite 333 THE WORK, @ AT CONTRACTOR: Tigard,OR 97223 G003 CODE COMPLIANCE SUMMARY w CLR-# CLEAR FINISH + APPROXIMATELY CMU-# CONCRETE MASONRY UNIT CL CENTERLINE TEL(503)806-3004 B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS.DO NOT SCALE DRAWINGS.NOTIFYJr UCONC-# COLORED CONCRETE 0 DIAMETER CCB#57652 ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. INFINITE u.iCORK-# CORK (SHEET OR TILE) # NUMBER ATTN: C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND CPT-# CARPET (SHEET OR TILE) „ INCH(ES) JOE GREEN,IV SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL ARCHITECTURE v CT-# CERAMIC TILE FOOT(FEET) EPT-# EPDXY PAINT joegreen@greencastlellc.com AND VERTICAL CARRYING SYSTEMS ARE COMPLETED. Q ACSF ACCESS FLOORING -DEMOLITION- P.O. Box 664 Lu EPX-# EPDXY-QUARTZ FLOORING ADJ ADJACENT FRP-# FIBERGLAS REINFORCED PLASTIC PANELING D. DIMENSIONS SHOWN ARE TO FACE OF STUD,FACE OF CONCRETE,FACE OF MASONRY, Donald, OR 97020 AFF ABOVE FINISH FLOOR GRID/COLUMN LINE,CENTER OF ELEMENT,COUNTERTOP EDGE,OR AS NOTED. D101 DEMOLITION PLAN - LEVEL 1 &2 (b) 503.989.2992 Z FWP-# FABRIC WRAP WALL PANEL(ACOUSTIC OR TACK) AHJ AUTHORITY HAVING JURISDICTION ARCHITECT OF INFINITE ARCHITECTURE z— HPC-# HIGH-PERFORMANCE COATING BO BOTTOM OF RECORD: PO Box 664 E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF (f) 503.776.9013 LINO-# LINOLEUM BOB BOTTOM OF BEAM LMC-# LINEAR METAL CEILING BOT BOTTOM Donald,OR 97020 SUBCONTRACTORS WORK,COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, TEL:(503)989-2992 ACCURATE LOCATION OF STRUCTURAL MEMBERS,OPENINGS FOR MECHANICAL, infinitearchitecture@wbcable.net MB-# METAL BASE BOS BOTTOM OF STEEL FAX:(503)776-9013 ELECTRICAL,AND MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL VERIFY MP-# METAL WALL PANELING CODE APPLICABLE REGULATIONS GOVERNING CONTRACT SCOPE OF WORK,SEE DIMENSIONS AND OPENING SIZES(CLEARANCES REQUIRED)FROM THE MANUFACTURERS ' :o MPC-# METAL PANEL CEILING CODE COMPLIANCE SUMMARY SHEETS ATTN: Brian T Cobb PRIOR TO CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND PLAM-# PLASTIC LAMINATE(HPDL OR TDO) CJ CONTROL JOINT 011111t477 PT# PAINT infinitearchitecture@wbcable.net ACCESSORIES. -ARCHITECTURAL- ._ ti CLG CEILING -ARCHITECTURAL- -U QT# QUARRY TILE CLR CLEAR �4c,- 1,,t,-*a a,' , RAF-# RESILIENT ATHLETIC FLOORING CO CLEAN OUT F. DETAILS NOTED AS"TYPICAL"OR"TYP"APPLY IN ALL CASES UNLESS SPECIFICALLY A001 ASSEMBLY IN FORMATION 4.0 r. cps ".°`4'.e°k RB# RUBBER BASE DS DOWN SPOUT STRUCTURAL Froelich Engineers,Inc REFERENCED.DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE A091 SITE PLAN L ENGINEER: 6969 SW Hampton Street OVER DETAILS NOTED AS"TYPICAL"OR"TYP".SPECIFIC NOTES AND DETAILS SHALL TAKE t RF-# RUBBER FLOORING (SHEET OR TILE) DW DISHWASHER A101 FLOOR PLAN -LEVEL 1 x m SDT-# STATIC DISSIPATIVE TILE Tigard,OR 97223 PRECEDENCE OVER GENERAL NOTES AND DETAILS. DWG DRAWING A102 FLOOR PLAN -LEVEL 2 --. SS-# SOLID SURFACING(ACRYLIC) (E) EXISTING) TEL:(503)624 7005 Lu FAX:(503)624-9770 G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE A301 EXTERIOR ELEVATIONS =ec` �: o e°' , ° co ST-# STONE (MASONRY,SLAB OR TILE) EJ EXPANSION JOINT ¢«P `o ST# MANUFACTURED STONE PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION. A302 EXTERIOR ELEVATIONS {� ®°`" EQ EQUAL COt I '. o STNC-# STAINED CONCRETE EXP EXPOSED STRUCTURE ATTN: Greg Hobi A303 EXTERIOR ELEVATIONS `7'iiiiJi)iitiikViN �' SV# SHEET VINYL FD FLOOR DRAIN ghobi@froelich-engineers.com H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. A401 BUILDING SECTIONS (NORTH-SOUTH) TER-# TERRAZZO(SLAB OR TILE) FE FIRE EXTINGUISHER CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER A402 BUILDING SECTIONS(EAST-WEST) CL TWS-# TACKABLE WALL SYSTEM FEC FIRE EXTINGUISHER CABINET PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE JOE GREEN INVESTMENT CO Tigard,OR 97223 WORK. VB-# VINYL BASE FF EL FINISH FLOOR ELEV 11560 SW 67th Ave,Suite 333 3 VP-# VENEER PLASTER FO FACE OF VTF-# VINYL TILE FLOORING FOB FACE OF BEAM I. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE SHALL BE 2. APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL joewgreen@msn.com WB-# WOOD BASE FOC FACE OF CONCRETE LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO L WC-# WALL COVERING(FABRIC OR VINYL) FOF FACE OF FINISH ADDITIONAL COST.PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE (m) 503.970.2927 WD-# WOOD OR VENEER FOM FACE OF MASONRY ASSEMBLY IN WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED L WDC-# WOOD CEILING(PANEL,PLANK OR STRIP) FOS FACE OF STUD FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. WDP-# WOOD PANELING ,.� � FOW FACE OF WALL WF-# WOOD FLOORING GA GAUGE �' . '� WOM# WALK OFF MAT (OR CARPET) J. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE is GB GYPSUM BOARD z• ", AUTHORITY HAVING JURISDICTION STANDARDS, cam.; >> E GALV GALVANIZED 4,,,,,-, , .L- HB HOSE BIB K. ALL SAFETY GLAZING SHALL BE PERMANANTLY LABELED WITH THE MANUFACTURERS .,.k � .' -3 " ... o HS HEAT STRENGTHENED ::: a ID INSIDE DIAMETER NAME AND TEST APPROVAL INFORMATION. a MAX MAXIMUM f° MH MANHOLE 15 0 MIN MINIMUM DISCLAIMER $ MO MASONRY OPENING c, MTL MATERIAL THE WRITTEN AGREEMENT, DRAWINGS,SPECIFICATIONS AND ANY ADDENDA COMPRISE THE . , n MW MICROWAVE rx NIC NOT IN CONTRACT CONTRACT FOR THIS PROJECT.THEY SHALL BE TREATED AS ONE ENTITY, EQUALLY,WITHOUT <r Mu '' ` PRIORITY.ITEMS,ELEMENTS,FIXTURES,SYSTEMS AND EQUIPMENT SHOWN SHALL BE co NTS NOT TO SCALE FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE.THEREFORE IT IS '6') OAE OR APPROVED EQUAL THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND ALL THESE ca OC ON CENTER DOCUMENTS IN ORDER TO COMPLETE THE WORK.IF A CONTRACTOR CHOOSES TO NOT OD OUTSIDE DIAMETER THOROUGHLY REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS,THEY DO SO AT THEIR OWN 0 OFD OVERFLOW DRAIN RISK AND AGREE TO FURNISH&INSTALL ALL ITEMS NOTED ABOVE AT NO ADDITIONAL COST OR N OF/CI OWNER FURNISHED,CONTRACTOR INSTALLED DELAY TO THE OWNER.(THE ONLY EXCEPTION TO THIS IS THAT THE SPECIFICATIONS SHALL OF/01 OWNER FURNISHED,OWNER INSTALLED TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.) 2 OPH OPPOSITE HAND PFN PREFINISHED(ALTERNATE PREFIN) PLAS PLASTER a RD ROOF DRAIN m 6 REF REFRIGERATOR RO ROUGH OPENING a) ROW RIGHT OF WAY SF SQUARE FOOT(FEET) a SHTHG SHEATHING t SIM SIMILAR cwn SST STAINLESS STEEL(BASE,WALL PANEL,OR COVERING) a STN STAIN 1 T TEMPERED o TO TOP OF n TOB TOP OF BEAMLI TOC TOP OF CONCRETE co co TOD TOP OF STEEL DECK CIE) TOP TOP OF PARAPET a> a TOS TOP OF TOW TOP OF WALLiiJ L T/M TO MATCH -co TYP TYPICALCa co 0 UNO UNLESS NOTED OTHERWISE 3 VIF VERIFY IN FIELD LIEIa CD L 0 I— U 0 CO N N I"— (3) 1 O 1.1.1 OU I— Q Z (.9 W 1, Q u) iii a = SYMBOLS / LEGEND t VICINITY MAP Z w DETAIL NUMBER111:0 w 1/4:12 ick SIM h9cbo�PlF'S.t= L8:e.1 J t rrney \ _� SURFACE SLOPE 1 1/g" Ur en UospeE T f=efrtsF Center DETAIL CALLOUT J �r e hrii u, u7 • CONCRETE SLOPE Al1 s RIDGE (0 1-0 SEE GENERAL NOTES,SHEET G001, ��<<Sw fsceeefl Q T SHEET NUMBER I FOR DIMENSION LOCATING � ASSEMBLY TYPE REFER 1 1/g INFORMATION. i�T��\\\`, VALLEY �� A CONCRETE MASONRY f TO ASSEMBLIES SECTION NUMBER ♦♦♦♦, (16S) ASSEMBLY TAG SIM BUILDING �, su=»sr ;=eta�at : _ REVISIONS Agra \�\\\\��\ SLOPE DOWN u,rE�, 4111 SHAFT WALL SECTION KEYNOTE ,k,, r aiwsz�, A10 SHEET NUMBER £�` v ego��tscroap ; ELEVATION TAG � \\� � s E.f \�� SLOPE UP a:va'��vd rre.fn� t P rp ■■■■■■■■■■■■■■■; SECTION NUMBER UNIT ROOM NAME re. �;ymrast,cs' .■■■■■■■■■■■■■■■� RIGID INSULATION DOOR NUMBER ::.01..::: I �` 101 ROOM TAG h REFER TO DOOR SCHEDULE SIM WALL OR PARTIAL �� 11565SW67THACOUSTIC�fHERMAL ��. SECTION ROOM NUMBER ////// STEP IN ELEVATION Tot: :..,....; DOOR TAG ,y,.. ,f `� �,ia^•��' INSULATION A10 (E)98.75' 1e. f, PirtoUah:'>r h F SHEET NUMBER EXISTING SPOT ELEV � "S'�`Tp° ar �<��rhr.,u.:r r ��' r FLOOR TRANSITION WHERE 1 Al. p¢4;rf 7i art CN'WC ss STUD WALL OCCURS DRAWING REVISION �� ELEV NUMBER 98.75' NEW SPOT ELEV 1 ;hrrinc k.s�e as iLar�irrair 4+xelr"5�ta r'F" • CHECKED BY: WINDOW TYPE A601 2.0' --- EXTERIOR ELEVATION ;s,1,• Nigr;ares&hoar REFER TO WINDOW SCHEDULE 4 3't ISSUE DATE: APR 04, 2016 EXISTING WALL ® SHEET NUMBER s v n:watt WINDOW TAG n y ° PROJECT NO.: 2014-01 3 LEVEL 1 LEVEL INFORMATION f€ •a lnaryle . ...., :,.......: DEMO WALL OPH---,.._ OPPOSITE HAND 1 NORTH ARROW Elevation ry ars s ... ,....,.......,:'...'..:..':.:•....', '''' r W r f.s be�irsi WHERE OCCURS ' F'dn PF r^iH3S(;„33.a' ELEV NUMBER PROJECT NORTH-SEE CIVIL � ��rr=,�,i,n FOR TRUE NORTH f" DRAWING TITLE DRAWING NUMBER 4 A601 2 INTERIOR ELEVEVATIONEl) ,in- C f a:q ..4073,,,,,,,,,,,,,,,.L...,,„ K SW - GENERAL ct View Name SHEET NUMBER a rrr� s: , *; �/8 _ �f-o" 00) 3 INFORMATION � ' :::.•::::::'.:.: `D DRAWING SCALE trrFceisex, Ta�9,� N •N DRAWING TITLE WG001 ^ ti"t'3j rf ,i, Tualat n e3El y Q. I. I..L nr 5: rife.6,?.s.,te 1 f).0..Flt,� _. GENERAL INFORMATION MEANS OF EGRESS CHAPTER10 N I- PERMIT APPLICANT: INFINITE ARCHITECTURE 503.776.9013 EGRESS WIDTH PER OCCUPANT SERVED(TABLE 1005.1): I ON JOE GREEN INVESTMENT CO STAIRWAYS:(0.3"/OCC)=REFER TO BUILDING EXITING TABLE ON THIS SHEET 0 } OTHER EGRESS COMPONENTS:(0.2"/OCC) PROJECT ADDRESS: 11565 SW 67TH AVE TIGARD,OR 97223 36"MINIMUM CORRIDOR WIDTH REQUIRED PER 1018.2 EXC#2. O LEGAL DESCRIPTION: 44"MINIMUM EGRESS/ACCESSIBLE STAIRWAY WIDTH REQUIRED PER 1009.1 o MAPANDTAXLOTID#; 1S136DD00801 Lu TAX ACCOUNT#;R285872 NUMBER OF EXITS(1021): D ONE EXIT REQUIRED PER 1021.2&TABLE 1021.2 FOR OCCUPANCY GROUP B. FIRST STORY OCCUPANT LOAD wA PARCEL OF LAND CONTAINING LOTS 1,2,3,4,5&6 OF BLOCK 3,"WEST PORTLAND HEIGHTS"LOCATED IN (49)MAXIMUM AND SECOND STORY(29)MAXIMUM. INFINITE I- THE SOUTHEAST ONE-QUARTER OF SECTION 36,TOWNSHIP 1 SOUTH,RANGE 1 WEST,OF THE WILLAMETTE ARCHITECTURE 1 MERIDIAN,WASHINGTON COUNTY,OREGON. CONTAINING 9,583.2 SF(0.22 ACRES) ILLUMINATED EXIT SIGNS:REQUIRED PER 1011.1 cc0 Q SEISMIC ZONE: EXIT ACCESS(1014): P.O. Box 664 F- DESIGN CATEGORY-D MAXIMUM COMMON PATH OF EGRESS TRAVEL PER 1014.3 EXC#2:100'-0" Donald, OR 97020 E EXIT ACCESS TRAVEL DISTANCE(1016&1021): (b) 503.989.2992 Z OCCUPANCY GROUP[B]MAXIMUM=75-0"WITHOUT SPRINKLERS (f) 503.776.9013 BUILDING NARRATIVE EXIT ACCESS ILLUMINATION REQUIREMENT: infinitearchitecture@wbcable.net EGRESS LIGHTING REQUIRED ALONG THE EGRESS PATH TO THE R.O.W.PER SECTION 1006.3&1006.4 THIS PROJECT CONSISTS OF RECLADDING OF THE EXTERIOR WALLS,NEW INTERIOR LAYOUT INCLUDING(2) PERFORMANCE REQUIREMENTS: :a RESTROOMS,& OFFICE SPACE. AVERAGE OF 1fc WITH A MINIMUM OF 0.1fc AT ANY POINT ON THE EGRESS PATH AT FLOOR LEVEL 11t111111ff4 .1.. LIGHT LEVEL MAY DECLINE TO AVERAGE OF 0.6fc WITH A MINUMN OF 0.06fc AT ANY POINT ON THE EGRESS N's. o vEsp, , -y PATH AT FLOOR LEVEL AFTER 90 MINUTES OF OPERATION ON EMERGENCY POWER. 6°,, '' MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. r*" tw 5�F"", ✓ c APPLICABLE BUILDING REGULATIONS POWER PROVIDED BY BATTERY INVERTER/INDIVIDUAL BATTERY °° °°° 81) -P 2014 AMENDMENTS)OREGON STRUCTURAL SPECIALTY CODE(BASED ON THE 2012 INTERNATIONAL BUILDING CODE STATE INTERIOR ENVIRONMENT CHAPTER 12 'E '" ° ° ° co 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC)BASED ON 2009 INTERNATIONAL ENERGY OCCUPIED ROOMS: NATURAL VENTILATION PROVIDED PER 1203.4. 4,+* 'e' �S 0 CONSERVATION CODE. TOILET&BATH ROOMS:MECHANICAL VENTILATION PROVIDED PER 1203.4.2.1 //,7/ ° `' o °11 ‘.0 .N LIGHTING:COMBINATION OF NATURAL LIGHTING WITH NET GLAZED AREA GREATER THAN 8%OF FLOOR AREA E 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC)BASED ON 2012 INTERNATIONAL MECHANICAL CODE. OF ROOM SERVED PER 1205.2 AND ARITIFICIAL LIGHTING WITH MINIMUM AVERAGE 10 Fc PER 1205.3 n JOE GREEN INVESTMENT CO a) 2014 OREGON PLUMBING SPECIALTY CODE(OPSC)BASED ON 2009 UNIFORM PLUMBING CODE 11560 SW 67th Ave,Suite 333 3 ENERGY CONSERVATION CHAPTER 13 Tigard,OR 97223 N 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC)BASED ON 2014 NFPA 70 NATIONAL ELECTRICAL CODE joewgreen@msn.com iv AMERICANS WITH DISABILITES ACT ACCESSIBILITY GUIDELINES(ADAAG)AS PUBLISHED IN THE FEDERAL ENVELOPE PRESCRIPTIVE PATH,OTHER BUILDINGS•CLIMATE ZONE 4C(OEESC TABLE 301.1) al REGISTER JULY 23,2004 AND AMENDED AUGUST 5,2005. (m) 503.970.2927 0 BUILDING COMPONENTS REQUIRED PROPOSED 0 3 ICC/ANSI A117.1-2009 EDITION FOR ACCESSIBILITY WINDOWS UP TO 30%GLAZING:CURTAINWALL U=0.45 MAX m WINDOWS UP TO 30%GLAZING:SHADING CO-EFFICIENT 0.40 /C.) N BUILDING OCCUPANCY AND SEPARATIONS CHAPTER EXTERIOR SWING DOORS/OVERHEAD U=0.70/0.50 MAX V, ��2 , `', lc FLOORS OVER UNCONDITIONED SPACES U=0.033 MAX O� O APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: B a ROOFS U=0.027 MAX > - ' ; oOCCUPANCY SEPARATION(TABLE 508.4): WALLS: MASONRY OR CONCRETE WITH INTERIOR U=0.130 MAX �� o OCCUPANCY B INSULATION AND UP TO 30%GLAZING Gj �> #-;-> s `, WALLS:FRAMED AND UP TO 30%GLAZING U=0.064 MAX "' Is_ OCC TO OCC NOT APPLICABLE _ s ki14 a ;'y. cc a, A-3 ACCESSORY OCCUPANIES MEET REQ'S OF SECTION 303.1 EXC 1,2,&3 AND SECTION 508.2.1 AND ARE NOT o.• REQUIRED TO BE SEPARATED FROM OTHER B OCCUPANCIES. ROOFING & CLADDING REQUIREMENTS CHAPTER 15&16 w s 0 ALLOWABLE AREA CHAPTER 5 BASIC WIND SPEED: 95 MPH N WIND EXPOSURE: B ALLOWABLE AREA PER FLOOR(TABLE 503): FIRE CLASSIFICATION: C(MINIMUM) .E OCC GROUP-[B]AND BUILDING CONSTRUCTION TYPE-[VB]=9,000 SF PER STORY 0 m m FRONTAGE INCREASE FACTORS NORTH EAST SOUTH WEST PLUMBING FIXTURE REQUIREMENTS FRONTAGE VALUE"F"(506.2) 33.5' 0' 48.25' 33.75' CHAPTER 29 AND PLUMBING CODE L AREA INCREASE:FRONTAGE(SECTION 506.2,EQUATION 5.2) TOTAL FRONTAGE 115.5'(F)=33.5'+O'+48.25'=33.75' (SEE SECTION 506.2) WATER URINALS LAVATORIES BATHTUBS/ DRINKING SI FOUNTAINS w PERIMETER 148.25'(P)=33.5'+32.75'+48.25'=33.75' CLOSET SHOWERS co OPEN SPACE WIDTH (W)=30' (SEE SECTION 506.2.1) BUILDING TYPE OR OCCUPANY M F M M F U U I = [115.5 1 30 OCCUPANCYGROUP[B]-REQUIRED 1 1 0 1 1 0 0 af 0.25 0.5291 - 148.25 0.25 30 OCCUPANCY GROUP[B]-PROVIDED 1* 1* 0 1* 1* 0 0 (.9 °' FRONTAGE INCREASE FACTOR: If= 52.91% co SUPPLEMENTAL NOTES: AREA INCREASE:SPRINKLERS(SECTION 506.3) Q BUILDING IS NOT PROVIDED WITH NFPA 13 SPRINKLER SYSTEM(SECTION 903.3.1) g Is=1 (PER SECTION 506.3) *-THESE FIXTURES ARE LOCATED IN UNISEX RESTROOMS PER 2902.3 EXC#2. L ALLOWABLE AREA PER STORY Aa ALLOWABLE AREA PER STORYCO C CU N At=TABULAR AREA PER STORY(TBL 503) I t =AREA INCREASE FACTOR DUE TO FRONTAGE(SEE ABOVE) Is =AREA INCREASE FACTOR DUE TO SPRINKLERS(SEE ABOVE) LU c') A [AxIJCA IJ C JC J (111) L a IA,+ t fJ+ t x s 13761.8 SF = 9000 SF+ 9000 SF x 0.5291 + 9000 SF x 0 I- PROPOSED BUILDING AREA(SF)AS DEFINED BY SECTION 502.1 11. LEVEL EXISTING NEW OCC-[B] OCC-[B] TOTAL O M Li- LEVEL 1 1,057 SF 0 SF 1,057 SF < 13761.8 SF ALLOWABLE CN CV LEVEL 2 761 SF 0 SF 761 SF < 13761.8 SF ALLOWABLE rn GRAND TOTALS 1,818 SF OSF 1,818 SF I Ct O 115' BUILDING CONSTRUCTION CHAPTER5,6&7 > z 6 CONSTRUCTION TYPE: V-B < U) > ALLOWABLE PROPOSED UJ Q BUILDING HEIGHT(PER TABLE 503) 40'-0" 33-00" > _ Z ~ NUMBER OF STORIES(PER TABLE 503) 2 STORIES 2 STORIES Z IE AUTOMATIC SPRINKLER INCREASE(PER 504.2) N/A N/A L a, w Lo FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(TABLE 601) (0 0 ALLOWABLE PROPOSED BUILDING ELEMENT TYPE-VB TYPE-VB REVISIONS STRUCTURAL FRAME 0 HOUR 0 HOUR BEARING WALLS- EXTERIOR 0 HOUR 0 HOUR INTERIOR 0 HOUR 0 HOUR NONBEARING WALLS AND PARTITIONS-INTERIOR 0 HOUR 0 HOUR FLOOR CONSTRUCTION 0 HOUR 0 HOUR ROOF CONSTRUCTION 0 HOUR 0 HOUR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR GENERAL NOTES - CODE CHECKED BY: WALLS BASED ON FIRE SEPARATION DISTANCE(TABLE 602) ISSUE DATE: APR 04, 2016 NORTH EAST SOUTH WEST A. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR CONSTRUCTION, PROJECT NO.: 2014-01 FIRE SEPARATION DISTANCE PROVIDED 20'-0"b 10'-0"b 51'-0"b 20'-0"b WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SHALL MAKE ALLOWANCES FOR UJ CONNECTION,HOOK UP, ETC.AS REQUIRED SO THAT ITEMS,EQUIPMENT,ETC.ARE FIT FOR D TYPE VB-EXT WALL RATING REQ'D -BEARING 0-HR 0-HR 0-HR 0-HR INTENDED PURPOSE. C/) -NON-BEARING 0-HR 0-HR 0-HR 0-HR CODE u) a.DISTANCE IS TO CENTER OF RIGHT OF WAY B. PROVIDE A LISTED FIRESTOP,CONTINUOUS AT PERIMETER GAPS OF ALL RATED CONSTRUCTION iii o b.DISTANCE IS TO PROPERTY LINE(OR ASSUMED PROPERTY LINE) AS REQUIRED TO MAINTAIN THE SPECIFIED RATING. COMPLIANCE 4 MAXIMUM AREA OF EXTERIOR WALL OPENINGS(TABLE 705.8) SUMMARY 1= Ci NORTH EAST SOUTH WEST CD n/�/ NE. FIRE SEPARATION DISTANCE PROVIDED 20'-0"b 10'-0"b 51'-0"b 20'-0"b G002 W v MAXIMUM AREA OF UNPROTECTED OPENINGS 45% 15%(45%IF NO LIMIT 45% (BUILDING NON-SPRINKLED-705.8.1) PROTECTED) a. DISTANCE IS TO CENTER OF RIGHT OF WAY b.DISTANCE IS TO PROPERTY LINE(OR ASSUMED PROPERTY LINE) v 0 N NOTES - CODE A. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR CONSTRUCTION, U '',.,,,!,,t,:: . 91--- r WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SHALL MAKE ALLOWANCES FOR G1 0 CONNECTION,HOOK UP,ETC.AS REQUIRED SO THAT ITEMS, EQUIPMENT,ETC.ARE FIT FOR ��' Ov INTENDED PURPOSE. In D B. PROVIDE A LISTED FIRESTOP,CONTINUOUS AT PERIMETER GAPS OF ALL RATED CONSTRUCTION w AS REQUIRED TO MAINTAIN THE SPECIFIED RATING. \ INFINITE z ARCHITECTURE CC UQ F9 /o��0A P.O. Box 664 in o �o ,. OPEN OFFICE Donald, OR 97020 Z `�'` F-f`�' OT: B ACC (5 4. 6; AREA: 576 SF (b) 503.989.2992 Z SAF,) r'4 OLF: 100 (f) 503.776.9013 LEGEND '0�� QCT 6 infinitearchitecture@wbcable.net — — PROPERTY LINE 555> OCCUPANT LOAD AT OPENING c 1/2 HOUR FIRE PARTITION-1/3 HOUR DOOR ` L ®) CUMMULATIVE OCCUPANT LOAD AT OPENING Mei •®® 1 HOUR FIRE PARTITION-1/3 HOUR DOOR �a � iNV' ) 1� '� BUILDING EXIT ,' . *,- F N i �� • <r 05#:5 -' '�- 1 HOUR FIRE BARRIER 1 HOUR DOOR a im In 4 / 2 HOUR FIRE BARRIER-1 1/2 HOUR DOOR BUILDING CODE APPEAL 6 A Q 3 HOUR FIRE BARRIER 3 HOUR DOOR u TACTILE EXIT SIGN PER M 00 MH MAGNETIC HOLD OPEN j EXTERIOR EGRESS PATH TO R.O.W.WITH TRAVEL WIDTH ® OSSC 1011.3; TEXT "EXIT" x AREA REQUIRING SMOKE DETECTION � a s s«•'°�. o .. REQUIRED(PROVIDE MINIMUM ILLUMINATION FOR EXITING �,� o REFER TO ELECTRICAL DRAWINGS). AREA AREA NAME Elia VA im N / / EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH REQUIRED MANUAL PULL STATION REQUIRED J ca. ��j/44� j (PROVIDE MINIMUM ILLUMINATION FOR EXITING-REFER TO STANDPIPE JOE GREEN INVESTMENT CO co ELECTRICAL DRAWINGS). j /%%j%%%%%j j%%� 11560 SW 67th Ave,Suite 333 / ��// �/ /////��/j Tigard,OR 97223 LIGHTED EXIT SIGN-SHADING INDICATES LIGHTED FACE(S) / 36 // / 3 ACCESSIBLE ROUTE OF TRAVEL ®� 1 [ ] % / �, DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW ON SIGN > i i i i Lo OFFICE / / / / / 'o w reen msn.com iii 1 g @ a • C.P.X'-XX"-(PER 1014.3) COMMON PATH OF EGRESS TRAVEL ® LIGHTED EXIT SIGN-CEILING MOUNTED AREA: 74 SF �/ ��/ / / � /� OT: BACC E.A.CD XXX" � (PER 1016) EXIT ACCESS TRAVEL DISTANCE i LIGHTED EXIT SIGN WALL MOUNTED OLF: 100 (m) 503.970.2927 L ® FIRE EXTINGUISHER(AND CABINET WHERE OCCURES) OCC: 1 _ % �� / RATED SHAFT(WALL CONSTRUCTION TO MEET FIRE .3 H BARRIER REQUIREMENTS r Z/r36" A 7 N-% r (73 61, ACCESSIBLE ENTRANCE I �J ,; 'i . co ,., � f := 'gggggggiiiiiiiigiliiiiie:i.i.MMM:MMMMiMiiiiiiiiiiiieigi:giiii:iiiii-:iiiliiii!!iliiiiii:iiQ s [ C t: t9 O J I LYS" V k y c O U 7 E. 1 44 ern r a I la0 N , 2 1 O •N co LEVEL 2 - CODE PLANL�\ U - 1 a w co 0 T O (.9co L N co '. 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I [36"]/' 11111 i REVISIONS .........,........,,,...............,......,...,..........................................................._____......,.................................................\117:: UNISEX RESTRM /,', -f- - �� ' • • l % _ , / Iii 1_-_ =-�_ AREA: 46 SF _.._8 ... :;:. OT: B ACC OLF: 100 OCC: 1 1 � UNNIISAEX RESTRM � /KJ,BUILDING EXITING SUMMARY - LEVEL 1 OLF: 100 REQ'D EXITS (TBL MAX TRAVEL DIST. OCC: 1 NAME OCC AREA OCC L.F. OCC LOAD 1015.1 & 1021.1) (TBL 1016.1) IN FT [36"] CHECKED BY: ISSUE DATE: APR 04, 2016 UNISEX RESTRM B ACC 46 SF 100 1 1 200 % PROJECT NO.: 2014-01 UNISEX RESTRM B ACC 31 SF 100 1 1 200 0 UJ WORK/DEMO AREA B ACC 942 SF 100 10 1 200 o o CODE..r./A FIRST — oSECOND ORYNOTRRY EQURELE LDPEROSSC1 04.Y;ACCESSIBLE .4EXC#UTE O1. COMPLIANCE cL 4 I SUMMARY 1- 0 co CL N LEVEL 1 - CODE PLAN G003 L1J 1/4" = 1'-0" 1 v N CD1i..;.,,.,,:..:z.''s...1... 0 0 2.60 CC cy ° I I I I I I / LU �„A. 1•pp,LU ay• ;, INFINITE ARCHITECTURE Q P.O. Box 664 ,i.::.•:!::::: Ill Donald, OR 97020 LI (b) 503.989.2992 (f) 77is9.03infinitearchitturewbcable.net 4;r: eav f$ 4 AF 'of -. I I . t =';';;;;:-3:, ak,= 11'11:1*:: :::"'''' B :5_1)3Th. a C \4\ .N REMOVE WALL IN ITS ENTIRETY, ,., SHORE AS NEEDED. f k JOE GREEN INVESTMENT CO REMOVE PORTIONS OF(FLOOR ;� I 11560 SW 67th Ave,Suite 333 .3 SHEATHING,FRAMING CEILING BELOW IN ITS ENTIRE ,SHORE Tigard,OR 97223 L r<:r AS NEEDED. — — _ — — — ' — — — B.4 joewgreen@msn.com awi f �. --- 11.7_,., _...�_��/ ' 503.970.2927 REMOVE HALF HEIGHT ALL IN •� o:,. 1' .� 72 :// . ITS ENTIRETY. '��,�1,� II ,*4.I \ r , m E 1 II III II II II >:...-1171 I I I sz \ .\.1:.:.....::... II II II II II II II II II i ; ky -cal .4c'- j ':, II II II II II II II II II i �f o \ f _ II II II II II II II II II / 4 <: C \�\ Q"'.p. rt;x+; • :,Y1. :i:�!,3�.`:ixxpf�z: Y''' ...,. .. a.. • <Y:: N.:.... B.9 t, Y � :.. cc I I I • I I I O m O IL_ND N DEMOLITION PLAN - LEVEL 2 1/4" = 1'-0" 0 ED W co 0 4 • 2.600C9A `° /rnigES 0 .............. .)i ...I M .n O Ca N I I I UJ (III) I ZY��MkY '` l: 0 00 ,, N I I I I ~ 1 O u j 0 U 441)4P7r - - - I - - - - I - - I - - I - - - - - B z REMOVE BEARING WALL,AFTER PROPER SHORING,IN ITS ENT RETY rip > W COORDINATE WITH NEW WORK A. I- ? REMOVE PORTIONS OF SLAB ��`►�� > Q \ ...e.a,..::„.....„5.."4.,..4,/, -.��.��.-v -v -v w v 'e' AND PREP FOR NEW WORK ��♦�.'♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦♦.1 z H z co - --' @.i Imimi Ell Ct CO /j��►��ii t&ekt4 AIR,RAILINGS&DIVIDING \`h` ' : ‘../,: '►��u► �- IN THEIR ENTIRETY _M REVISIONS a a i 41) CHECKED BY: 1 1 I ISSUE DATE: APR 04, 2016 PROJECT NO.: 2014-01 W D V) DEMOLITION u) o - - - - - - - -0- - - O— - - - - - - - - D PLAN - LEVEL w 1 & 2 co DEMOLITION PLAN - LEVEL 1 w w N 1/4" = 1'-0" D101 a_ vr GENERAL NOTES — WALL ASSEMBLIES 61/2" �. DIMENSION POINT, FACE OF FRAMING N A EXISTING - CL 0 oT o� 50W 41/211 • a p <y� j.....1.... .. . 07 25 00-WEATHER BARRIER,ALL aaoe :..:.:.: '''':1:- SEAMSSEALED ----1111111111110,-.411111111111%P 1111111T---- i IF. v V<, 07 2 0-1"RIGID INSULATION,R4 v �!!:::.:+4 iiiggIN1101:Miglingel � MINIMUM 1111 11 HEAD '' INFINITE — DIM PT 1 05 40 00-1 1/2 Z r/hi\t FURRING Ii 1 09 21 16-1/2"TYPE X GYPSUM ARCHITECTURE _. .. . . . .. . _ . _ . ._ • BOARD Q a . ; • a P.O. Box 664 � � FINISH FLOOR SEE SCHEDULE0. 07 4213-METAL PANEL A w _ •� . .'-. �• r . :, '; :< � 07 21 00-ACOUSTIC BATT Donald, OR 97020 a f- ° <;a -' � °- � � = °� "'" a � � INSULATION,WHERE DESIGNATED z a <' 03 30 00 CAST-IN-PLACE '� a (b) 503.989.2992 Z c~i, ''` 8 . . CONCRETE PLAN:'10t;;;;;;;;;;;;;iii0111 (f) 503.776.9013 LH : ,a <• <,.4 �._ _ 0610 00 WOOD FRAMING,SEE n ADDITIONAL infinit le net a - . ° ,< " °;e STRUCTURAL FOR earchitecture@wbcab ♦ ---=.-*-- -..-T REQUIREMENTS ,..,,._•,-,------, .._,::_,.,,,-----_, 4 EXISTING 8"CMU WALL, PARTIAL i:,-, / t /1 CORE FILLED,NON INSULATED03 30 00 C NTIN VAP Rr / 0 UOUS 0lL �-? �,,�>_ „,/ —.; —/. _ BASE AS SCHEDULED ASSEMBLY TAG — KEY S �� - - ,7 \c`,-/----,-2. RETARDER,TAPE ALL SEAMS, n '`_-_r / ..:-.__-_;-.4 /..--\----::-..,-/: SEAL ALL PENETRATIONS 10 1111111,11IIIIIIIIIIIIIIIIIII11111111 ;:!.41 .•- , ',,--:t7 1\t__._._i‹ , i V__ ,” J BASE 07 90 05 ACOUSTIC SEALANT ASSEMBLY NUMBER S 5' . _`• FINISH FLOOR MATERIAL AS � "• . ..... / SCHEDULED �02C1�. k -6— , /// INSULATION DESIGNATION „. ..,.. . N .• is a F a ,e,:.:. ... r.,:,, ...„ "ifi ___ 061000TES: -SEPARATER SHEET ) 3x PRIMARY FRAMING MEMBER SIZE(WALL ONLY 1)NSTC34,NRCC TEST TL-93-157 cn AT CONCRETE SLAB OR PT WOOD C ® .c?, PRIMARY WALL FRAMING MEMBER SIZE CODE ��" ' CONCRETE SLAB ON GRADE ( A J EXT WALL - METAL PANEL ON (E) CMU { 50 J PARTITION WALL ( 01 J METAL FRAMING JOE GREEN INVESTMENT CO 11560 SW 67th Ave,Suite 333 NON RATED SCALE 3"=1' 0" A 1 5/8"METAL STUD Tigard,OR 97223 3 B 21/2"METAL STUD joewgreen@msn.com ti FLOOR FINISH,SEE SCHEDULE �Y EXISTING �-' a c-y a-y C 3 5/8"METAL STUD L DIM PT o o (51W) 02P 6" m D 4" METAL STUD DIMENSION POINT,FACE OF FRAMING (m) 503.970.2927 Z — 1 .4" 111 E 611 METAL STUD L_ F 8 METAL STUD - a: [Y11 SU 3 . :10.111.;.;;7:7;;Z: ;;Z: 10 ::::::: G 7/8"FURRING CHANNEL - - H 1 1/2"FURRING CHANNEL :/" C6. �{ EXISTING SHEATHING&I-JOIST J 21/2 METAL H HAFT WALL STUD .• .>: C S S U t1.'31 4 ► plimmimm, K 4 METAL H LL C SHAFT WA STUD HEAD �.b, ..� L. ..: n 'll'ti . 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R NOMINAL 2x4 LAID FLAT UNO WOOD STUD 07 21 00 ACOUSTIC BATT COU C €:::<:,• ,> EXISTING STUCCO&LATH SYSTEM INSULATION,WHERE DESIGNATED o ® 1 : ► CEMENTITIOUS WALLS** _ EXISTING 8"CMU WALL,PARTIAL T CONCRETE ! •a) '::*'"115MEMI:1":"1:11.11BIIIIIIIIIIIII1 CORE FILLED,NON INSULATED BASE AS SCHEDULED U NOMINAL 4"CMU 07 90 05-ACOUSTIC SEALANT V NOMINAL 6"CMU ::::::::::: °. BASE II >::: ;�: :::::::::::::::: NOMINAL 8 CMU FINISH FLOOR MATERIAL AS 0 c SCHEDULED * REFERENCE STRUCTURAL DOCUMENTS FOR BEARING AND SHEAR WALL REQUIREMENTS m _J_ **REFERENCESTRUCTURAL D MEN C DOCUMENTS FOR BEARING AND REINFORCING REQUIREMENTS N 0610 00-SEPARATER SHEET aS AT CONCRETE SLAB OR PT WOOD Q EXISTING FLOOR [ B EXT WALL - COMPOSITE PANEL ON (E) CMU/STUCCO { 51 J FURRING WALL ( 02 J g NON-RATED SCALE 3"=1'-0" NON RATED SCALE 3"=1'-0" WALL INSULATION DESIGNATION 4 4 DIMENSION POINT,FACE OF FRAMING 0=NONE o I I I 1 =ACOUSTIC BATT INSULATION(SECTION 09 21 16-GYPSUM BOARD ASSEMBLIES) 0 o EXISTING o 41/2" 2=THERMAL BATT INSULATION(SECTION 0721 00-THERMAL INSULATION) (9 °' jr (52P) IEN 3=RIGID INSULATION(SECTION 07 21 00-THERMAL INSULATION) 4=SPRAY APPLIED INSULATION(SECTION 07 21 29-SPRAY APPLIED INSULATION) f6 $� 5=MASONRY INSULATION CD a� 6=MINERAL WOOL INSULATION EXISTING METAL ROOF 11111, 1 8I.CM EXISTING WALL PARTIAL J02 U CO CORE FILLED NON-INSULATED NTE: • -c.5 ',-...t:ingi::;!!!IIIIIIIIEIIIIHIIHMUIIII '* H _.HEAD 0 i FOR ALL LWALL WILLA I INSULATION;S ACOUSTIC SU ON EACH C LAYER OF GYPSUM BOARD G SU 0 RD I T RE IEVE A i S 0 C 7 CONTINUOUS BEAD OF SEALANT WHERE IT INTERSECTS OTHER MATERIALS AT WALL,FLOOR& DIM PT 0 21 00 VAPOR RETARDER '' /�� CEILINGS m 07 43 42-COMPOSITE WALL PANEL - - - iiw°- 09 21 16-1/2"TYPE X GYPSUM LLI �, ...................................................................,..........................................,............. 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' W U EXISTING AND FILL OPEN CAVITIES 0610 00-SEPARATER SHEET Z < AND BAYS,TYPICAL NOTES: AT CONCRETE SLAB OR PT WOOD > LU 0 2 H EXISTING GABLE ROOF - NEW FINISH EXT WALL - COMPOSITE PANEL ON (E) Wit:I( co STUD-STUCCO FURRING WALL ( F ) L 52 J ( 03 J Lu = NON-RATED SCALE 3"=1'-0" NON RATED SCALE 3"=1'-0" 4 ZE DIMENSION POINT,FACE OF FRAMING 1 1/4" LJJ Lea r. c,-, 04N* N U LD W HEAD EXISTING 8"CMU WALL,PARTIAL CORE FILLED,NON-INSULATED REVISIONS 1111111dii 07 21 00-VAPOR RETARDER Iw. 09 21 16-1/2"TYPE X GYPSUM II BOARD 0610 00-PT WOOD FURRING, 16" PLAN iiiiii T. 1 O.C. ,11,1,11,1,11,1.1,.i,.1,,!,i,,,1,1,11,1,1,:1,1,i,,,,:,1",1 A, ........_....._I CHECKED BY: ISSUE DATE: APR 04, 2016 BASE AS SCHEDULED :...i.:x,...*7 '.1 1 PROJECT NO.: 2014-01 BASE FRIE I 107 90 05-ACOUSTIC SEALANT W D FINISH FLOOR MATERIAL AS (1).;;;,::.;;;;;! :, SCHEDULED L - W 0610 00-SEPARATER SHEET ASSEMBLY AT CONCRETE SLAB OR PT WOOD INFORMATION !' o NOTES: DESIGNATES-STUDS ARE LAID FLAT WITH LONG DIRECTION AGAINST WALL FURRING WALL N NON RATED SCALE 3"=1'-0" ( 04 J A001 w 0_ GENERAL NOTES — SITE PLAN • ZS ' A. SITE PLAN KEYNOTES APPLY TO SHEET A091. ALL KEYNOTES MAY NOT OCCUR ON THIS N i SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. 2 0 € B. ARCHITECTURAL REFERENCE ELEVATION 0'-0"=342.0'ON SITE PLAN,SURVEY AND CIVIL >- / DOCUMENTS. O ow INFINITE ARCHITECTURE i 0 i Q uu Donald, OR 97020 P.O. ox 664 z - "n (b) 503.989.2992 Z / / (f) 503.776.9013 :1 / I infinitearchitecture@wbcable.net 7 / - -' �l'/ � KEYNOTES — SITE PLAN / N ,t4 U / I ° L >:' .= i ate. a A x " ' . ° 0TO c LINE OF EXISTING SIDEWALK I f/faiiiiiiii COO aJOE GREEN INVESTMENT CO / deI 11560 SW 67th Ave,Suite 333 ' ' Tigard,OR 97223 , a En I I joewgreen@msn.com a, '`+ (m) 503.970.2927 NEW STREET TREE,PER CITY TRIANGLE • 3 DISTRICT STANDARDS,21/2"CALIPER e r m MINIMUM-ARMSTRONG MAPLE(4)TOTAL AT 04 20 00 DRYSTACK STONE 4 co 22'-0"OC MAXIMUM WITH OPEN SPACE i LANDSCAPE WALL MAX4'-0" •• �s E CENTERED ON GABLE ROOF. INSTALL 2'-0" //HHFAcEALIGNS WITH / gib FROM EDGE OF SIDEWALK TO CENTER OF PROPERTY LINE • LEGEND — SITE PLANS r o TREE MINIMUM. ROOT BARRIER REQUIRED AT / N co HARDSCAPE EDGES, I.E.SIDEWALKS,TYPICAL / o , ��` ,f aWORK LIMIT LINE/AREA OF I ala > / z EXISTING PAVING AND/OR LANDSCAPE AR=P, �� _. POTENTIAL •DISTRUBANCE o • O,v/meq) / I kcis a ` U 1-'1 5x34 30.-0'O:C. \ �Q-: - _ _ // b� , NEW ASPHALT PAVING cD �°' a o- 3 • \ / / WORK LIMIT LINE/AREA OF EXISTING CONCRETE PAVING TO REMAIN *ff }`" / POTENTIAL DISTRUBANCE / / Q • . I NEW CONCRETE PAVING PAVING a /AIP4i \ /\\ ' ai \ \ // I EXISTING STRUCTURE TO REMAIN o / ,� NEW STRUCTURE U / I c 4 . cn s ` 61 I am awn sYg atm WORK LIMIT LINE e UJ CO -- Aillp ... 1731 I X _._ ....,,,,-' :w ) I /".... ... ... ....... ... ... I AV L9 _. , , / 1 , 1 › WORK LIMIT LINE/AREA OF \ I g / LLI co 1 ./ \ 'CC 0 POTENTIAL DISTRUBANCE f ''a L / ,111immil m (.„ u.1 �lig i / 6.3LI CC) I / ACCESS RIGHT OF WAY I 3 , . �' / CCI , . �/ / 04/ / 0 ..„,. / 000 / _ LL / WORK LIMIT LINE/AREA OF MMM - - / mss''. POTENTIAL DISTRUBANCE I t /1 / 0 N CD / I Ct.. IJLI 0 EXISTING ADA PARKING / ZW � / SPACE > H "6 / I— LI / 111141C Cr)W / 11565 SW 67TH AVE / > _ Z o.. ,vv 4 / 1 r-- / / `J / LI/ // AND USE INFORMATION d6'WW,:,: I L 3 / r EXISTING PARKING SPACES MMM — MMM — _, ;W, .. , u7 CONNECT T'E4s 5!0Zra A. MAP AND TAXLOT ID#;1S136DD00801 \ Nu TAX ACCOUNT#;R285872 O 5 'NEg °U6 I B. AREA SUMMARY., LLI eta [� �I,rNW< - - EXIST. PROPOSED TOTAL REVISIONS / / LEVEL 1 1,057 SF +0 SF 1,057 SF ��,��`�.� i�� 5.�5tN •/,' � / LEVEL 2 761 SF +0 SF 761 SF :ir / I TOTAL BLDG AREA; r� ? T' 1,818 SF i - C. IMPERVIOUS AREA., jti .___ " ,, '--- / / oIN PROPOSED ADDITIONAL AREA(SIDEWALKS&STAIRS); 0 SF#* 5A.N y1H Al ' _i / z **AREA EXCLUDES EXISTING IMPERVIOUS CONCRETE AT ENTRY 5Ah (5TA 22+275t-'01'12 `F4." I / D. TOTAL DISTURBED AREA; 0 SF(EXCLUDING EXISTING BUILDING FOOTPRINT) LE,X24 72!; / / 1 I CHECKED BY: 5 ISSUE DATE: APR 04, 2016 55 I— — — — — N 89° 9' 55" E — — — — — — — — — — — — — — PROJECT NO.: 2014-01 I 97.6Z L.L. 5C1zVEZ �sr}�:I+I.. 1 :d • �V/) f yI� -...ice— ...1' V J 0_ ALLJ N � 1 �t:g, 1s hl•�11v t? H r5. A,, 15T,It3 CC Lr) AO PR."4tt 0 >h57ALLAn'O OF GA5 M.A N • SITE PLAN 1— (D , LE. L'322,90(V') O SITE PLAN w 1/8" = 1'-0" 0 ED DOOR CODES E) DOOR OPENING SCHEDULE CODES DOOR OPENING SCHEDULE GENERAL NOTES - FLOOR PLAN 0 N m NO NUMBER DOOR OPENING DOOR FRAME DETAILS A. FLOOR PLAN KEYNOTES APPLY TO SHEETS A101-A102. ALL KEYNOTES MAY NOT OCCUR ON 0 RATING ARE RATED ASSEMBLY LISTED AND LABELED IN HOURS INDICATED. E MAIL MATERIAL SIZE FIRE THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. /"'`' 0LifFIN FINISH MARK W H RATING TYPE MATL FIN HDWR MATL FIN GLAZING HEAD JAMB SILL NOTES B. ARCHITECTURAL REFERENCE ELEVATION O'-0"=342.0'ON SITE PLAN,SURVEY AND CIVIL O THK THICKNESS DOCUMENTS U Lu HDWR HARDWARE GROUP PER SECTION 08 71 00. ct DETAIL PER DRAWING NUMBER ON SHEET NUMBER INDICATED. 102 3' - 0" 7' - 0" NR A HM PT HM PT NO 3 PR HINGES, KICK PLATE, LEVER C. SEE A001 FOR ASSEMBLIES NONEINFINITE w PFN PREFINISHED HANDLE & PRIVACY INDICATOR ARCHITECTURE 1- D. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. i 103 3' - 0" 7' - 0" NR A HM PT HM PT NO 3 PR HINGES, KICK PLATE, LEVER Q DOOR MATERIAL CODES: HANDLE & PRIVACY INDICATOR P.O. Box 664 F- 202 3' - 0" 7' - 0" NR G GLS - - - YES PIVOT HINGED FULL GLASS Donald, OR 97020 ALUM-# ALUMINUM DOOR OR FRAME PER SECTION 08 4313. LI CD-# COILING DOOR TYPE-#PER SECTION 08 33 23. (SAFETY) DOOR WITH PU LLS (b) 503.989.2992 z CG-# COILING GRILLE TYPE-#PER SECTION 08 33 26. (f) 503.776.9013 FGL-# FIBERGLASS DOOR OR FRAME PER SECTION 08 16 13. HM-# HOLLOW METAL DOOR OR FRAME PER SECTION 0811 13. infinitearchitecture@wbcable.net PFN# PREFINISHED METAL DOOR FRAME PER SECTION 0811 17. a VIN-# VINYL DOOR OR FRAME PER SECTION 08 53 13. LEGEND - FLOOR PLAN WD-# WOOD DOOR PER SECTION 08 14 16 or 0814 33 OR WOOD FRAME PER LEGEND - DOOR TYPES � � a SECTION 06 20 00. INV SC-# SOLID CORE WOOD DOOR PER SECTION 08 14 16. "" "''>""` EXISTING CONSTRUCTION TO REMAIN '' • a • " > ' "', HC-# HOLLOW CORE WOOD DOOR PER SECTION 081416. sko x- r,,s s. xe H ,,x.'*.• WIDTH WIDTH _ ��jI� ACOUSTIC ASSEMBLY BATT R ., IIIII .f 9466 a IIIII : n NEW CONCRETE SLAB/INFILL ° d. 'a / k 441111/MOO " N ' ' E a) z , z 101 60SW67 hAye,Sui eT 330 '3 w \ w \ Tigard,OR 97223 a. ' ' KEYNOTES - FLOOR PLANS joewgreen(a�msn.com ai \ \ (m) 503.970.2927 \\ \\ 1 CENTER WALL STUD ON GRID/COLUMN 2 1014 00-TACTILE SIGNAGE-TEXT"UNISEX"WITH NO SYMBOL 3 A G 3 1014 00-TACTILE SIGNAGE-TEXT"UNISEX"WITH ADA SYMBOL Y a) 4 6X6 WD POST SUPPORTING BEAM ABOVE&CONCRETE FOOTING,REFER TO STRUCTURAL '°. g SKETCHES/GALS lc DOOR TYPES 5 42"MIN HIGH GUARDRAIL,NO OPENINGS ' 0 6 1 1/2"DIA HANDRAIL MOUNTED AT 36". 12"MIN EXTENSION AT ENDS. RETURN TO WALL OR 1/4" = 1'-0" FLOOR "` 1 7 WD STAIR,4X12 TREAD-OPEN RISER,MAX 7"RISER HEIGHT L /'. asc A301 rx 1 U N O a N L 0 CO 4 2.6.401 _ — _ - - • - - - - - - - - - "" - - (51 W3) A o A303 51W3) I / 2 I 51 W3 — C I I 51W3 I- m -rn — - (6k-:- N.� 50W3j L .../- 03N1 03N1 A303 Q - - / 03N1 I ii"ii`"% \ 1 I (...9= I I I II "IS<\ 0-C' Niiiiiiiiii;iiiNcu ."'iii:iiiiiiiiiiiiiii ifi ... "`'€ \ 1 A302 M Icu O A402 DEMOSTRATION AREA i• 50W3) ..:digl1111!/ 101 :\ NI — 1- - - - - - - - - -cn \ - - ':::., 03N1 I I ICE-0 � p N. Li- (50W3 © 50W3 (01P1) °� a° d I I Q I l' a �� I I •' ° I. GF� CO o a e 1111 i , ° d' A. ,... O N N- F l r -71--T--1---1--1-- r '� p[ 4 �. 1 O I I I I h I 03N1 - a . I 'I . •- —� I II 4 : I I I. 'a I I 1::14;.:11.4F--/ 1/4 F/ 7 F F. 3 8 l8 I I� P11/1111 I � 102 a: /:: :> / 0 o 4 ' r - - , I I a4 � I IU.1 I U `'Q 4 41 2 F/F. 1 1 I I d I a I \ I ° 31/4"FROM _ _ I I 51til Q .i NI EXE • v U S J_ 1 _L J _1_ ct n I II �ls- .�._�__a . a END OF CMU �_-= ==z= I 04N0 Z U' A303 L _ L , _ _)- Lp ��, u- 3 = � 102 LL c . 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ARCHITECTURE 0 r Q Box 664 Lu Donald, OR 97020 z L (b) 503.989.2992 z (f) 503.776.9013 infinitearchitecture@wbcable.net LEGEND - FLOOR PLAN .0 EXISTING CONSTRUCTION TO REMAIN ''' '�°, �;��;��;��;��; ACOUSTIC ASSEMBLY BATT Js Lu 0 4. .a NEW CONCRETE SLAB/INFILL` 4's vt , ; o 'N • 71i1i1 l i1 < D. a JOE GREEN INVESTMENT CO 0 11560 SW 67th Ave,Suite 333 .3 Tigard,OR 97223 w ajoewgreen@msn.com KEYNOTES - FLOOR PLANS (m) 503.970.2927 1 CENTER WALL STUD ON GRID/COLUMN 2 1014 00-TACTILE SIGNAGE-TEXT"UNISEX"WITH NO SYMBOL 3 3 1014 00-TACTILE SIGNAGE-TEXT"UNISEX"WITH ADA SYMBOL .Ws . 4 6X6 WD POST SUPPORTING BEAM ABOVE&CONCRETE FOOTING,REFER TO STRUCTURAL SKETCHES/GALS s la 5 42"MIN HIGH GUARDRAIL,NO OPENINGS>4" CZ9c Lr,= A301 6 1 1/2"DIA HANDRAIL MOUNTED AT 36". 12"MIN EXTENSION AT ENDS. RETURN TO WALL OR t £i..3 < Q FLOOR . :.,: 7 WD STAIR,4X12 TREAD OPEN RISER,MAX 7"RISER HEIGHT 'roii ii,---ti ---/ 1 .... , kaari.. a:::',,fi..;(04 ;•;-•' aYOB a> CC 0 4 02.6 20 •0 1 A303 52P2I A401 A o (52P2) (--5-75T1 / N t — -2 — — — -11.11.1 n i — — — I — — 0 A303 0 U 1 c I I W inU 0 L 2 a co I I I I 0 o OPEN OFFICE wLIAREA a� 201 1 A302 a I 0 '402 J C I N N 11111CIE-0 CCI m A302 2111.1 SECURITY/DATA w 1— CASEWORK l ig 52P2 ~ 42"(MIN) 42"(MIN) V (52P2)-- Mi AFF AFF 1'-0" (01N1) .1N1 O — — Um — — — — — r MIN — — — — — — — _ _ B.4 202 (ADD 1 TO LEFT TO VERT RISER) 50W3 I i `11' 0"\ "; 50W3) I / co (10)T@11"=9'-2"11MIN \ / O N 4 ( NOSING TO NOSING \II rn CL A303 »..>, . 03N11 PRIVATE OFFICE q 4• . .` 0 04N0 / I 0 04N1 / Z (a') 04M0 00g M0 A303 W — i. N Lli - - - 1,:,:„:,„I - - - - - - _ - - - - - - - w Q (50W3) 50W3 50W3 50W3 / z I .(0 / z r` ,..L., I I I 1-, LU / EL / - , /// p N m / O REVISIONS - - - - - - - - - - - - - - - - / / / CHECKED BY: 2 ISSUE DATE: APR 04, 2016 / PROJECT NO.: 2014-01 A301 / W / D U) FLOOR PLAN cK Nr MNr - LE 1-- N LEVEL 2 FLOOR PLAN w 1- 61A102 CL 1/4” = 1'-0” GENERAL NOTES - ROOF PLAN N O A. FLOOR PLAN KEYNOTES APPLY TO SHEET A110. ALL KEYNOTES MAY NOT OCCUR ON THIS } SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. D O B. ARCHITECTURAL REFERENCE ELEVATION 0'-0"=342.0'ON SURVEY AND CIVIL DOCUMENTS U Lu w C. SEE A001 FOR ASSEMBLIES I- w D. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. INFINITE ARCHITECTURE U Q P.O. Box 664 Donald, OR 97020 H z LI (b) 503.989.2992 z (f) 503.776.9013 LEGEND - ROOF PLAN infinitearchitecture@wbcable.net WALKWAY PAD L \ �"`1 1tH11/14i/ o IIIIIIMIIIIIIMEIMil ...,k,„.a\ V 494 ■■■■■■■■■■■ TAPERED INSULATION ROOF CRICKET .a °` ',. °' c ■■■■■■■■■■■ L a //// \ ROOF CRICKET o FALL PROTECTION DAVIT -,/,,,,. ..;,p 4CONV ®� •N 110 N E a FALL PROTECTION CABLE JOE GREEN INVESTMENT CO 11560 SW 67th Ave,Suite 333 N Q VENT THROUGH ROOF Tigard,OR 97223 a VTR joewgreen@msn.com x a> t (m) 503.970.2927 0 0 L KEYNOTES - ROOF PLAN `1 N 1 NEW HVAC ROOF-TOP UNIT&CURB,INTERGRATE INTO EXISTING ROOFING MEMBRANE. REINFORCE ROOF JOISTS PER STRUCTURAL SKETCH/CALCS. �s _, .... tms s= .3 ! 2 EXISTING ROOF TO REMAIN. INTEGRATE MEP PENETRATIONS AS NEEDED $.. , 0 as o ,� a w< o tv U O .O o_ A301 �� :..(.N.,..,\,,,/;' �.y, a) 9�l`"� \ C�bi. cK -0 1 o- 0 L C O a) NJ 00 0 4 2.6 0 2 1 0 c A401 A303 — — — — — — — — — — — — — — / A ca crs t —2 I I— I - - - - - - - A. 1 _ L A303 cnw 15 I I I 1 0 CD CO CD `5 I I I I CI CD 0p OCIas m I • I I 1 A302 i 1 UNI A402 a 1- 0 I A302 2 — — — — — — — . — — — — — LI • — — B • U I I I 0 N M N ti a) B.4 I Ce _ o 1 I / W o g / / > w 4 p A303 • _ / Q W- U) 0 © I 3 I / > _ • / Z f— • F A303 / W ) I Ns -� - - - �I / — B.9 4 • tow u) — — w O / REVISIONS I I I I / I / / I I I / I - - - / - - - - D / I I I / I CHECKED BY: / ISSUE DATE: APR 04, 2016 / PROJECT NO.: 2014-01 / Cn / CO) 2 2 / i o W CK A301 ROOF PLAN ~ N PLAN - ROOF A110 w 1/4" = 1'-0" W a 0 GENERAL NOTES - ELEVATION - EXTERIOR 0 A. ELEVATION KEYNOTES APPLY TO SHEETS A301-A303. ALL KEYNOTES MAY NOT OCCUR ON T2 THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED.0 0 �` B. SEE A001 FOR ASSEMBLIES 1 2.6 -40 s w A401 C. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. 0 INFINITE 1- ARCHITECTURE U Et Q w I I I I I I P.O. Box 664 Do Z — — — — — — — (E)ROOF PEAK Donald, OR 97020 — — 29'-4" (b) 503.989.2992 Z yris' (f) 503.776.9013 LEGEND - EXTERIOR ELEVATIONS infinitearchitecture@wbcable.net :,:t.97,,,.1...„, I I ;� I I o a) Zo 07 4213-METAL WALL PANEL 1 1111111/ L2-T.O.M. ,��' , ti ' ' p "e..,�," c3 Z— — r — — — — 07 43 42-COMPOSITE WALL PANELS(FIBER-CEMENT) • ° 23'-4 • o `H ' — — ROOF — — — — — — — — — — — — — — � 22 5.. Q — — - 0 rn 41111111110 N_ 63 E a JOE GREEN INVESTMENT CO a 11560 SW 67th Ave,Suite 333 .3 I I I I Tigard,OR 97223 0 ajoewgreen@msn.com a x a) N (m) 503.970.2927 .0 Alalk L1 -T.O.M. 0 3 — — — — _ — — — — — — — — — — — LEVEL 2 SUBFLR _N VF 12'-21/8" 47:41,1),:'" I a I I Bilin rc. n. c ca 0 41 ( //.4 E0I5 + :C1,-:-.''',.:,,'', I II 2 — 5 troy_ .0"LEVEL1 — - a — N ca m U C N CD U NORTH ELEVATION Q LG 4 = - co 0 0 m 0a C21 A401 8 0LO. 2.6• 2.6 u, w CD I— I I I I (III) — — — — \ ` AIL (E)ROOF PEAK 29' 4" lamU I I I I to O N N ti Fo o) L2-T.O.M. I CC. / 5 23'-4" O o ROOF LIJ U — — — — - — — — — — — - — — — � 22-5" I— Q Z W i= I I I I < co Q °D � N- _ I- Z IY CO O Lo v W co `,, glak L1 -T.O.M. CD 00 AC LEVEL 2-SUBFLR REVISIONS Air 12'-21/8" —Alligh61. ........ / CV I / I I I CHECKED BY: — / = ISSUE DATE: APR 04, 2016 PROJECT NO.: 2014-01 W I I \\I = I CO U) — ILn I 1 II‘WOLEOEL1 EXTERIOR 7r. H . ELEVATIONS 1 1 SOUTH ELEVATION ® A301 1/4" = 1'-0" GENERAL NOTES - ELEVATION - EXTERIOR N 2 OA. ELEVATION KEYNOTES APPLY TO SHEETS A301-A303. ALL KEYNOTES MAY NOT OCCUR ON E D B0 B.9 B.4 B 1 Al A THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. ` /' O A402 U B. SEE A001 FOR ASSEMBLIES Lu Et / C. GRIDS ARE FOR REFERENCE ONLY, CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. w INFINITE ARCHITECTURE U — I — — I I I — — 29)40OF PEAK K P.O. Box 664 \Jr Z Donald, OR 97020 0= (b) 503.989.2992 z (f) 503.776.9013 LEGEND - EXTERIOR ELEVATIONS infinitearchitecture@wbcable.net I I 07 4213-METAL WALL PANEL L2-T.O.M. _ e / 23'-4" tl tkttl f 8 77t..es� ,.g .fL , 6.a b A. 'Nap" I I IVII 22' 5" 07 43 42 COMPOSITE WALL PANELS(FIBER CEMENT) >, 00,c :„•, L P 2 W I W: a w .N 49 .i O O. a JOE GREEN INVESTMENT CO c 11560 SW 67th Ave,Suite 333 I I I - Tigard,OR 97223 to co I I I of joewgreen@msn.com >< — — — — — — `„ L1 -T.O.M. VI 13'-8" (m) 503.970.2927 0 — — — I — — — — — — — — I — �— — LEVEL 2 SUBFLR 3 12'-21/8" Tti is o N /€ k L k3 fi I I a II co rYU co O Q. co I 0 NLEVEL1 ._ VI— 0' 0.. _8 H7" .0 0 1 co C U U o EAST ELEVATION O g 1/4" = 1'-0" C u) 0 T LIoo N d `° A A. 1 1 GED B.4 B.9 D 0 0 02 N \ Co a, "C N Q1 C m W L — — I I — — — — ` — ç (E)R0OFPEAK 29 4 V LL o F.0 ILLCO L2 T.O.M. O ti N / S 23'-4" rn — — — — — — — — — — — — \ — al ROOF 0 22'-5" I.'.' 0 d U IY Z U¢' W F, II I IQ w > > Q 1 — ti z = I z co II I I I I— ct co `" L1 -T.O.M. O VI— — — — — — 13' MO O 8" W CO — — — — k — — — — — — — — — . LEVEL2-SUBFLR 12-21/8" REVISIONS II I I 1 I 'do N ZNi II I I CHECKED BY: ISSUE DATE: APR 04, 2016 PROJECT NO.: 2014-01 a1 W _ gob LEVEL CO 0'-o" Cl) u" CD EXTERIOR ct 0 ELEVATIONS f- co Ct WEST ELEVATION A302 a_ NI- 1/4" = 11-0" Ts Ts GENERAL NOTES - ELEVATION - EXTERIOR N O A. ELEVATION KEYNOTES APPLY TO SHEETS A301-A303. ALL KEYNOTES MAY NOT OCCUR ON E / THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED, O v B. SEE A001 FOR ASSEMBLIES LU IY C. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. D I- — — — — — � 29)ROOF PEAK — — — — (E)ROOF PEAK VI 29'-4" INFINITE ARCHITECTURE U Q P.O. Box 664 LU o o Donald, OR 97020 Z Eo LI (b) 503.989.2992 Z (f) 503.776.9013 \ V 3'-4"°M — \ V AI 23'-4°M LEGEND - EXTERIOR ELEVATIONS infinitearchitecture@wbcable.net o _ _ _ _ _ _ _ _ _ _ _ _ ROOF — _1 — — — — — — — ROOF 22'- F 22' 5" 07 4213 METAL WALL PANEL VI la o 013111111107# 141, c 074342-COMPOSITE WALL PANELS(FIBER-CEMENT) «" a1 S,},Q,tip 1011.111111110 N il) v d• a `� L1 -T.O.M. `� L1 -T.O.M. iv — I — — — — — — 13' 8" — — — 13' 8" 1O 60 SW 67 h Ave,Suite 33E GREEN INVESTMENT 0 3 _ _ _ _ _ _ _ _ _ _ — LEVEL 2 SUBFLR — — _ — — — — — LEVEL 2 SUBFLR Tigard,OR 97223 a 1Z-2 1/8" 12'-2118" joewgreen@msn.com X a) L _ (m) 503.970.2927 L \ _I cB d 2 —J J L O m .i } /f > T - — c - no SIM i c .fl /X '42 , o — \ p LEVEL1 — LEVEL1 fl• 0'-0" 0'-0" L I 0 2 0 6 ELEV — SOUTHEAST ELEVATION ELEV — NORTHEAST ELEVATION 1/4" = 1,-0" 1/4" = 1,-0" 0 g w co 0 0 (E)ROOF PEAK � (E)ROOF PEAK 0 — — — — — 29' 4" — — — — — — 29' 4" .—J 00 c ns o 0 m c ED Eo .m UNI L2-T.O.M. L2-T.O.M. 1— - — I — V` AI 23' \-4" — — — \ 23'-4" (..) ROOF — — — — — — — — — — AIL ROOF VII 22'-5" 22'-5" LL LI— O co N N N- N- ti O LJJ 8 � Q Z < L1 -T.O.M. _ _ _ _ L1 -T.O.M. W I- — — — — • I — 13'-8" 13'-8" < ui co > LEVEL 2-SUBFLR W LEVEL Q _ — — — — — — — — • 411-N 12'-2118" AI— — -- — — — — — — 12'-21/8" Z 2 1IR— Z co El U) W Lo — `V (7, REVISIONS CV CV _ \ LEVEL 1 — — LEVEL1 I 0'-0" 0'-0" CHECKED BY: ISSUE DATE: APR 04, 2016 PROJECT NO.: 2014-01 W D (.0 U) EXTERIOR LJJ LD ELEV — SOUTHWEST ELEVATION ELEV — NORTHWEST ELEVATION 0 ELEVATIONS 1- 1/4" z1) 2 = 1'-0" 1/4" = 1'-0" w N A303 . A GENERAL NOTES - BUILDING SECTION 0 A. SECTION KEYNOTES APPLY TO SHEETS A401-A402. ALL KEYNOTES MAY NOT OCCUR ON THIS ..---, SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. ® „. CR B.4 B.9 B. SEE A001 FOR ASSEMBLIES a C. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. rx w \ I I INFINITE w 1 ARCHITECTURE v A402 Q P.O. 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SEE A001 FORASSEMBLIES w cp C. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. Lu ct D INFINITE w ARCHITECTURE U ce Q P. P.O. Donald,Box OR 976640 2E. 0 z .77,,,,,. J.:f (b) 503.989.2992 z (f) 503.776.9013 infinitearchitecture@wbcable.net a a) o. ci N A401 ,"`6P `a ", s . a L ., o (-4) 3 2_60 0 49/11' - . - . - ' •-VN-: E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ali 29)ROOF PEAK JOE GREEN INVESTMENT CO 11560 SW 67th Ave,Suite 333 Tigard,OR 97223 Cl) I I joewgreen@msn.com n x a.) -...•i,•iii,..:: L (m) 503.970.2927 0 0 L_ 3 I I I " " P h ' E ,,.--:,,,,,:k::1:.:''' 13R1AN...,I:......C. O >' ..":'(...::'„'-':,',.:::.:':y:. : ca ca o ^. 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