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Plans BUP2015 - 00273 r REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is ABBREVIATIONS the property of Framework RECEIVED Architecture, Inc and isnot tobeused, CS.J V in whole or in part,for any reason , without the written authorization of A E L R _ _ SP'f' S 2015 Framework Architecture,Inc. < Angle E East L. Length R Riser CITY Or TIGARDBUILDING DIVISION � At EA Each LAB Laboratory R. Radius & And EF Each Face LAM Laminate RA Return Air All Anchor Bok E.AGG Exposed Aggregate LAV Lavatory RB Rubber Base A/C Air Conditioning EJ Expansion Joint LB Lag Bolt RD Roof Crain ACT Acoustical Ceiling Tile EL Elevation LDW Less Door Width REF Reference ACOUS Acoustical ELEC Electrical L.I. Landscape Island REFL Reflected AD Area Drain ELEV Elevator LKR Locker REFR Refrigerator •, 0 B R ADD Addendum E.O.S. Edge of LL Live load REINF Reinforced N BEVERAGE RECYCLING COOPERATIVE ADJ Adjacent ENCL Enclosure LS Landscaping RESIL ResilientOREGO • ADJT Adjustable ENGR Engineerr LT Light REQ'D Requireuired A.F.F. Above Finish Floor EP Electrical Panel LVR Lower REV Revise or Revision "• AGG Aggregate EQ Equal M RM Room ALS Area Light Standard EQUIP Equipment __. _-.._ R.O. Rough Opening REDEMPTION CENTER ALT Aluminum ES Each Side RWL Rain Water Leader ArJCp Anodized El"1 Each Way MATL Material RCP Reflected Ceiling Plan SERVING INDUSTRY APPROX Approximate EDF Electric Drinking Fountain MAX Maximum AND THE ENVIRONMENT ARCH Architectural EXIST Existing MB Machine Blot MC AUTO Automatic EXP Expansion MC Mineral Core _ _. A.F.C. Above Finish Ceiling EXT Exterior MOO Medium Density Overlay S South MECH Mechanical --- TENANT IMPROVEMENT B MED Medium SC Solid Core U m MEMB Membrane SCD Seat Cover Dispenser BC Bottom of Curb F - ---- MEZZ Mezzanine SCHED Schedule BD Board FA Fire Alarm MFR Manufacturer SD Soap Dispenser THIS PROJECT CONSISTS OF THE REDEMISING AND REMODELING OF AN EXISTING SPACE TO BE USED AS A DEPOSIT BEVERAGE ~ B.F.F. Below Finish FloorMH Manhole SECT Section FAST Fastener t BSGE Semi-gloss Enamel CONTAINER REDEMPTION CENTER. EXTERIOR WALLS WILL BE MODIFIED TO ALLOW FOR INSTALLATION OF (2) NEW DOORS AND A U BITUM Bituminous MI Mineable Iron FB Flaar BLDG Building E Feo Furnished MIN Minimum SH shelf NEW WALK UP EZ DROP DOOR. a „ sHTG Sheathing r BLK Block FD Floor Drain MIR Mirror o n BLKG Blocking FDN Foundation MISC Miscellaneous SHWR Shower u o, B.M. Bench Mark MO Masonry Opening SHT Sheet BM Beam FE Fire Extinguisher MTD Mounted SIM Similar o FEC Fire Extin uisher Cabinet B.O. Bottom of... MTL Metal 9 SJ Seismic Joint a BOT Bottom FF Finish Floor MULL Mullion SL Sliding .. o FHC Fire Hose Cabinet MEDCAB Medicine Cabinet SM Sheet Metal BRG Bearing FIN Finish B.S. Both Sides FL Floor SND Sanitary Napkin Dispenser BSMT Basement SNR Sanitary Napkin Receptacle FLASH Flashing SPEC Specification `o BTWN Between FLUOR Fluorescent IN SQ Square o BUR Built-up Roof FO Face of PROJECT TEAM DRAWING INDEX BPW Bed pan Washer N North SB Stainless steel GENERAL NOTES. u a FOC Face of Concrete NA Not Applicable S 8 V Stain&Varnish y C FOF Face of Finish STA Station FOM Face of Masonry NAT Natural STD standard TENANT: OREGON BEVERAGE RECYCLING COOPERATIVE PH: 503.542.0756 SHEET NO. SHEET NAME FOS Face of Stud NIC Not in Contract STK Stock ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF KLAMATH FALLS. CONTACT: STEPHANIE MARCUS 3900 NW YEON AVE. - Eo N I OR C Channel NO. # Number 3 CAB Cabinet FOTS Face of Tube Section STL steel THE CURRENT EDITIONS OF INTERNATIONAL BUILDING CODE, MECHANICAL, PORTLAND, OR 97210 A0.0 COVER SHEET m o FRT Fire Retardant Treated NOM Nominal STOR store PLUMBING AND FIRE CODES. ANY BUILDING OFFICIAL, SUBCONTRACTOR A1.0.1 EXISTING SITE PIAN CB Catch Basin Foot or Feet NS Nelson Stud 9e o a CEM Cement STRUCT Sructural OR TRADESPERSON NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER ARCHITECT OF RECORD: FRAMEWORK ARCHITECTURE, INC PH: 503.889.0604 NTS Not to scale A0.1 CODE SUMMARY CR Contractor Furnished FTG Footing NIS Not in Shell Issue SUSP Suspended IMMEDIATELY UPON DISCOVERY. CONTACT: BRIAN PETERS 107 SE WASHINGTON ST, STE 250 - and Installed FURR Furring SYM Symmetrical PORTLAND, OR 97214 AD1.1 DEMOLITION PLAN � 3 CG Comer Guard G SYST system 1. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS BY A1.1 FLOOR PLAN ; C.I. Contractor Installed Only Cl Cast Iron � - THE CITY OF KLAMATH FALLS, AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED A3.0 DETAILS 8 SCHEDULES 3� CLG Ceiling GA Gauge T CLOS Closet GALV Galvanized CA Overall A3.1 DETAILS CLR Clear GB Grab Bar OBS Obscure T Trced 2. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS A4.1 INTERIOR ELEVATIONS CJ Contraction Joint GC General Contractor OC On Center TB Towel Bar SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF _- C.JT Control Joint GI Galvanized Iron OD Outside Diameter T 8 B Top and Bottom CONSTRUCTION OR ORDERING MATERIALS, AND NOTIFY THE DESIGNER A5.0 POWER/DATA PLAN Glass O.F. Owner Furnished, CMU Concrete Masonry Unit GL TO Top of Curb OF ANY DISCREPANCIES. GL Glu Lam O.F.C.I. Owner Furnished, COL Column TEL Telephone GND Ground Contractor Installed COMP Composition TEMP Tempered GP Galvanized Pipe OFF. Office 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES CONC Concrete T 8 G Tongue and Groove GRD Grade OH Over Head INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. O C.O. Concrete Opening THK Thick GVP Gypsum Veneer Plaster OPNG Opening CONN Connection GYP Gypsum Board OPP Opposite TJ Tool Joint CONST Construction OS Outside TP Top of Pavement 4. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL CONT Continuous TPD Surface rDie Dispenser PROJECT DATA OR Owner Furnished DISPOSAL. ALL DEBRIS IS TO BE DISPOSED OF IN A LEGAL MANNER AT A Q CORRR Contractor H _.,,__ __ TPD(S) Surface Mounted TPD CORK Corridor &Installed LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE DISPOSED OF IN OR Contractor Rough-in HB Hose Bibb TS Tube Section CRRR Contractor Removed, HC Hollow Core TV Television TENANT WASTE CONTAINER. HC Handicap Parkin stall P TW Top of Wall JOB NAME: OREGON BEVERAGE RECYCLING COOPERATIVE W Q = N Relocated 8 Reinstalled p g Typ Typical REDEMPTION CENTER N CS Countersunk HDWD Hardwood 5. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL J LL_ 0 of CS.J Construction Joint HOAR Hardware PAR Parallel U REQUESTED CHANGES. CONTRACTOR SHALL NOT PROCEED WITH I­NNN U CSMT Casement HM Hollow Metal PC Precast REQUESTED CHANGES OR DIRECTIVES WITHOUT PRIOR AUTHORIZATION BUILDING LOCATION: 14411 SW PACIFIC HWYH Q O CT Ceramic Tile HORIZ Horizontal li PIP Poured in Place UNFIN Unfinished FROM THE DESIGNER AND A WRITTEN CHANGE ORDER. TIGARD, OR 97224 O_ CTR Center HR Hour PJ Panel Joint UR Urinal O Q Centerline H. Heigh PL Property Line UNCUT Under Cut CCW Cold Water HVAC HeatingiVentilating/ P.LAM Plastic Laminate U.N.O. Unless Noted Otherwise 6. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN SCOPE OF WORK: EXISTING SPACE REMODEL. REPLACING EXISTING EGRESS M Air Conditioning PLAS Plaster ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DOOR WITH AUTO DOORS, ADDING SECOND ACCESSIBLE W HW Hot Water PLYWO Plywood V __ EGRESS DOOR ~ i D PR Pair 7. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH U PREFIN Prefinished VB Vapor Barrier T P.T. Pressure Treated VERT vertical WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION AREA OF REMODEL: 6,988 SQ. FT. N DBL Double _ ---PTD Paper Towel Dispenser VEST Vestibule REGARDING THE SUBSTITUTION IN QUESTION, INCLUDING COST. Li DEMO Demolish W DEPT Department ID Inside Diameter(Dim.) PTDR Combination Paper Towel VFY Verify BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) tri DET Detail INSUL Insulation Dispenser&Receptacle VG VertS. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIAL IS Vertical Grain 2014 OREGON MECHANICAL CODE(OMC) O DF Drinking Fountain INT Interior PTN Partition TO BE PROVIDED, AS REQUIRED BY CODE. DIA Diameter INV Invert PTR Paper Towel Receptacle 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) DIAG Diagonal IPS Iron Pipe Size PVC Polyvinyl W PVMT Pavement 9. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS 2011 OREGON PLUMBING CODE(OPC) DIM Dimension DISP Dispenser -- - W Width FOR APPROVAL BY DESIGNER. THIS INCLUDES INTERIOR AND EXTERIOR 2014 OREGON FIRE CODE (OFC) DW West 2014 OREGON ELECTRICAL CODE(OEC) DLL Deflection Joint Dead Load JAN Janitor W/ With PAINT, AND GYP. BD. TEXTURES. DMT Demountable JT Joint WC Water Goset DN Down JST Joist Q W.D. Window Dimension 10. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OCCUPANCY: (M) MERCANTILE DO Door Opening K ----WD Wood OVER SCALE OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE REVIEW DP Damproofing - -QT Quarry Tile WF Wide Flange ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN PERMIT WG Wireglass CONSTRUCTION TYPE: V-B 9/9/2015 DR Dow KIT Kitchen AND INTENT ONLY. ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO DS Downspout KD Kiln Dnetl WH Water Heater DSP Dry Standpipe YVDtiJ Window FACE OF FINISHES OR FROM AND TO CENTERLINE OF WALLS, UNLESS DT Drain Tile W/O Without OTHERWISE NOTED. DING Drawing WP Waterproofing - - ❑ Diameter or Round WS Waterstop 11, ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME WSCT Wainscot TYPE AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE WT Weight WWF Welded Wire Fabric EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS INTENDED OR REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWN VICINITY MAP OR OMITTED BY IN THE DRAWINGS, CONTRACTOR(S) MUST STILL PROVIDE FOUNDATION, CARPENTRY, MECHANICAL, ELECTRICAL AND OR/PLUMBING SREQUIREDFORCERTIFfCATEOFOCCUPANCY, INCONSISTENCIES, OR BIDDER DESIGN ELECTRICAL CRITERIA D DISCREPANCIES. 1. CONFORMANCE WITH STATE ELECTRICAL CODE, ENERGY CODE AND BUILDING CODE. 12. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. 13. EXTERIOR WALLS TO BE INSULATED WITH R-13 BATT INSULATION. 2. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE REQUIRED AND MAINTENANCE REVIEWED FOR CODE COMPLIANCE 6159 • RECEPTACLES. OWNER WILL DESIGN AND PROVIDE FIRE ALARM SYSTEM AS REQUIRED, COORDINATE AND EXTEND FROM BUILDING 14. CONTRACTOR RESPONSIBLE TO VERIFY LOCATION OF ALL PIPING, FIXTURES, e _cry FIRE ALARM SYSTEM. OUTLETS SHOWN ON ARCHITECTURAL PLANS (IF ANY)ARE MINIMUM REQUIRED AND MAY NOT INCLUDE WALLS ETC. NOTIFY TENANT OF ANY POTENTIAL PROBLEMS. PROJECT SITE 3 CITY OF TIGAItD ORTLA`J;OR'=•GON ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MANTENANCE. OWNER TO SUPPLY ALL LOW VOLTAGE. ry 15. CONTRACTOR RESPONSIBLE TO ENSURE ALL FINISHES AND FIXTURES MEET ADA ry4i Approvedi t (�� �' O `*:: * 3. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE DESIGNER AND WITH THE HVAC AND FIRE SPRINKLER CODES. y r-���y OTC:' ( 7 JONATHAN H.bUNN DESIGN/BUILD CONTRACTORS. L J 16. CONTRACTOR SHALL COORDINATE LOCATIONS, TYPE AND SIZES OF PORTABLE sz y{ Z as.e.. � twr�ww.rean Sy. I�ctrillt M: U'V' FIRE EXTINGUISHERS WITH FIRE DEPARTMENT INSPECTOR '°';;� rtan Fd r»1 4. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO DETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA &rMav Address: (I C l� DATE DESCRIPTION iW� Suite #: AND COMMUNICATION CONNECTIONS REQUIRED AND INCLUDE CONDUIT, BOX AND PULL STRING IN THE REQUIRED LOCATIONS ^rmnpa �+Jr ® _(I f 5N 5�1s.m SVVw6y4N UNDER THE T.1. CONTRACT. By: /Date. 5. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER 6. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE MECHANICAL, ELECTRICAL & PLUMBING aa, OFFICE`COPY DESIGNER FOR THE OWNER'S RECORDS. 7. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DEVICES, INCLUDING BUT NOT LIMITED TO: DESIGN BUILD NOTES STROBES, ANNUNCIATERS AND EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND LIGHTING DRAWINGS 1. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE PROVIDED INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PURPOSES ONLY. ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL AND3m UNDER A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED. NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL SUBMITTAL REQUIREMENTS APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED ENERGY COMPLIANCE NOTES: TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. THE FOLLOWING ITEMS ARE REQUIRED TO BE REVIEWED/APPROVED BY ARCHITECT PRIOR TO ORDERING: JOB# 15-083 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS 1. CASEWORK - ALL PENETRATIONS IN BUILDING ENVELOPE TO BE SEALED PER 502.4.3 OF THE OREGON ENERGY CODE. INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR, AND/OR OMISSIONS. 2. PAINT COLORS -- - ALL DOORS&WINDOWS ARE TO BE CAULKED, GASKETED OR WEATHERSTRIPPED. WINDOWS, DOORS AND STOREFRONT MUST MEET 502.4.1 3. STOREFRONT AND 5.2.4.2 OF THE OREGON ENERGY CODE. 4. MECHANICAL CONTRACTOR RESPONSIBLE FOR ANY REQUIRED ENERGY 4. DOORS/FRAMES - RECESSED LIGHTING IN THE BUILDING ENVELOPE MUST BE IC RATED MEET ASTM E 283. INSTALL PER 502.4.7 OF THE OREGON ENERGY CALCULATIONS. 5. LIGHTING FIXTURES 8 EPDXY FLOOR FINISH COVER SHEET CODE. - PORTION OF EXISTING LIGHTS TO BE RELOCATED. ALL EXIT LIGHTS TO BE 5 WATTS MAX. 5. ALL HVAC EQUIPMENT AND DUCTWORK TO BE INSTALLED TIGHT TO STRUCTURE. 7. WINDOW FILM - PORTION OF EXISTING DOORS AND WINDOWS TO REMAIN. - VESTIBULES. PER 502.4.6 EXEMPTION#3 VESTIBULES ARE NOT REQUIRED. A0.0 i REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc and is not to be used, in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. • ti : OBRC CITY OF TIGARD SERVING INDUSTRY Approved by Ianping it AND THE ENVIRONMENT Date: C 15 W Initials: — Y O P +: V l0 1 W n \ ` d < o� u o• RIC 0 320 old \\ Own Jti ' WBlum Q N • * x 3 _ Q Q O 00 'x 7' PERMIT REVIEW 919/2015 • At r S s , l �JO AN H. '` - _ -- ,, RTLANIJ,OREGON 6159 Ilk OF raunww w ouw A DATE DESCRIPTION AWi JOB# 15-083 EXISTING SITE PLAN A1 .0.1 - - REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework be OCCUPANT LOADING EXITING PROVIDED Ar withoutthewcann is not in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. ROOM NO. ROOM NAME AREA OCCUPANCY TYPE OCCUPANCY OCCUPANT EGRESS EXITS DOOR NO. DOOR WIDTH FACTOR LOAD WIDTH REQ REQ 101 164.5" 101 RETAIL 2176 M-MERCANTILE 30 73 14.6 2 125 44.0" 102 CUSTOMER SERVICE 239 B-BUSINESS 100 3 0.6 131 44.0" ELECTRICAL 105 BREAK 521 B43USINESS 100 6 1.2 132 44.0" " , 112 SORTING 3468 S1-STORAGE 300 12 2.4 2 140 36.0" 123 118 WOMEN'S 129 M-MERCANTILE 30 5 1.0 5 332.5" 27 SF : OBRC •. RESTROOM 122 MEN'S RESTROOM 130 M-MERCANTILE 30 5 1.0 / 123 ELECTRICAL 27 S1-STORAGE 300 1 0.2 / • 125 HALLWAY 67 M-MERCANTILE 30 3 0.6 / 128 HALLWAY 109 M-MERCANTILE 30 4 0.8 / gggg 112 22.4 4 / SERVING INDUSTRY / AND THE ENVIRONMENT o / o C aY/ � BUILDING CRITERIA BUILDING CODE: 2014 OSSC OCCUPANCY TYPE: (M) MERCANTILE E / � Q CONSTRUCTION TYPE: TYPE VB N 112 Q C / 3468 SF HALLWAY = 00 125 O m / 67 SF ro Y N 1 1 / EOm / 1 mo / E w o � / MEN'S a RESTROOM 3m 122 -1 �� 3 / 130 SF WOMEN'S RESTROOM / F 118 IAj a z 129 SF O II / RETAIL / Q �..0-11 j BREAK W Q U N 2176 SF 1�r U � rn II / 521 SF Q a o 00 ?: Qf I � (coo L rn I d,5%i ��/ ♦ 1 v � �/ i e a/ W / CUSTOMER e/ SERVICE m f/ 1-02-10 j :Au / 239 SF Lu 140 // 9 9lR20 5 REVIEW 10 - - 1 FIRST FLOOR CODE SUMMARY `SJO SCALE) 1/6"=V-9' N N. • Cr :3 RTLANDO E , GON �1 6159 _C+,�. OF pg JorurxM x.ooxx DATE DESCRIPTION I [PLAN NOTES: 2/ A3.0 JOB# 15-083 1. PROVIDE TYPE ABC FIRE EXTINGUISHERS PER AHJ REQUIREMENTS 2. SEE DETAIL FOR ACCESSIBILITY REQUIREMENTS CODE SUMMARY A0.1 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture, Inc and is riot to be used, in whole or in part,for any reason without the written authorization of Framework Architecture,Inc. OBRC SERVING INDUSTRY AND THE ENVIRONMENT KEYNOTES P I � 101 REMOVE STAIRS,WALL AND HANDRAIL 102 REMOVE STOREFRONT DOOR,WINDOW AND EXTERIOR WALL AS REQUIRED. I PREP FOR NEW WORK 1 105 U N x 103 REMOVE DOOR, FRAME,AND HARDWARE. PREP FOR NEW WORK. I Q 104 REMOVE CONCRETE FLOOR AS REQUIRED FOR NEW WORK, SEE 3/A3.1. DO NOTE e CUT SALES FLOOR FOR TRENCHING. ° 105 REMOVE WALL AS REQUIRED FOR INSTALLATION OF NEW DOOR, PREP FOR _ _ ` — NEW WORK T o `o 106 REMOVE MEZZANINE 108 101 O« o 109 SELECTIVELY REMOVE WALL&CEILING AS REQUIRED FOR NEW WORK ° ° 111 REMOVE STAIRS 113 SELECTIVELY REMOVE WALL TO CREATE OPENING FOR NEW EQUIPMENT, UP TO t o 114 EXISTING DOOR TO REMAIN, REPAIR/REPLACE HARDWARE AS NECESSARY FOR LIKE-NEW OPERATION o 115 SELECTIVELY REMOVE WALL TO 96"AFF ° " 116 SELECTIVELY REMOVE CEILING TILE, GRID AND LIGHT FIXTURES AS REQUIRED u `o FOR NEW LAYOUT. SALVAGE LIGHT FIXTURES FOR RELOCATION. EE n 118 REMOVE KITCHEN EQUIPMENT 19 REMOVE ALL FLOOR FINISH, PREP FOR NEW WORK I ' ; 171 SELECTIVELY REMOVE ALL UNUSED UTILITIES BACK TO SOURCE 1111M 3: • 124 SELECTIVELY REMOVE CONCRETE SLAB&EXCAVATE AS NECESSARY FOR NEW 4IIIIIIIIIIIIIII 3:.Z WORK SEE PLAN FOR LOCATION. 130 REMOVE EXISTING DOOR LEAVES, PREP FOR NEW WORK 111 130 114 I u r\ 1 � a 119 N W p gN °' I-- ,oa _ a- o H fnQ I I 124 II 103 FJO9 „9 1m 122 1O 113 � FI— 118 1,6 PERMIT REVIEW I I I 19/9!2015 ❑ n 109 105 ,oz 103FI-0-2-1 103 JO NH d ORTLAND,OREGON 6159 OF Qg JM7HAN H.DUN* Q Ik1TE DESCRIPTION 1 DEMO PLAN SCALE 1 1/8"= 1'-0" JOB# 15-083 DEMOLITION PLAN AD1 .1 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an irstrument of professional service is the property of Framework KEYNOTES EQUIPMENT NOTES Atcnwhooleorncand sranyreaot to be on h whole or in part,for any reason without the written authorization of 201 SS COUNTERTOP WITH SINK AND CABINETS RVM (REVERSE VEND MACHINES) f- 220 232 Framework Architecture,Inc. BELOW. CONFIRM ALL ELECTRICAL& BASE SIZE IS 24"x 24". (6)UNITS SHOWN ON PLANS, PROVIDE PLUMBING STUBS WITH COUNTER SHOP POWER AND DATA DROPS FOR(9). FINISHED OPENING FOR 147 DRAWINGSLARGE CSC-SEE OWNER FOR MACHINES TO 25"WIDE BY 70.5"TALL 232132 CMF 202 EXHAUST VENTILATION OF 75 CFM PER FIXTURE f23 203 ADA COMPLIANT BATHROOM ACCESSORIES E 2 0 B R C IN RESTROOM; GRAB BARS, MIRROR(24X36), WALL LEGEND 1 251 219 PAPER TOWEL DISPENSER, TP DISPENSER 134 � AND SOAP DISPENSER, OWNER PROVIDED. G.C. TO INSTALL IF NOT EXISTING. A 204 SS HAND SINK Q 34"AFF. PROVIDE HOT AND NEW WALL W/6005162-54 MTL STUDS SERVING INDUSTRY COLD WATER TO FAUCET. PIPE WRAP AND 24"OC TO BOTTOM OF ROOF STRUCTURE `�58 260 AND THE ENVIRONMENT CLEARANCES PER ADA STANDARDS. W/5/8"GYP BD ON SALES SIDE AND 256 I 205 SS ELECTRIC HAND DRYER. PROVIDE QUIETROCK ON WAREHOUSE SIDE. ZOB 1 HR RATED. SEE 7/ A3.0 _ w POWER 0 o 206 AFTER HOURS DROP OFF DOOR AND BIN,W/ NEW WALL W/60OS162-33 MTL STUDS Q —� O 4 A SECURITY CAMERA ABOVE. G.C. TO 24"OC TO CEILING W/5/8"GYP BD ON U INSTALL AND PROVIDE OUTDOOR LIGHTS SALES SIDE AND QUIETROCK ON w AND SECURE TO WALL ABOVE UNIT. RUN WAREHOUSE SIDE. p p DATA CABLE TO PATCH PANEL SEE DETAIL SEE 6/ A3.0 - _ 3/A3.0 207 ADA ACCESSIBLE COUNTERTOP. 36"HIGH NEW WALL W/60OS162-33 MTL STUDS 208 4 Q MAX 24"OC TO CEILING W/5/8"GYP BD ON zz3 1 E o" r 246 u a ZOB PREPARE FOR NEW FLOORING, DEMO AS BOTH SIDES. SEE 6/ A3.0 252 I 209 72'WIDREQUIRED01 NEW WALL W/3628162-33 48'HIGH COMMUNITY BOARD. MTL STUDS @ ® o PROVIDE A 1 X 3 CLEAR COATED FRAME 24"OC TO CEILING W/5/8"GYP BD ON I m ATTACHED TO WALL W/CHALKBOARD PAINT BOTH SIDES. SEE 6/ A3.0 210 O u o INSIDE THE FRAME. CENTER ON WALL. SEE BO NEW STUD WALL W/R11.4 CONTINUOUS m DETAIL 5/A3.1 INSULATION, 2 LAYERS JOHNS - to o u MANSVILLE AP FOIL FACED POLYISO n 210 MOP SINK&FAUCET W/HOSE FITTING. FOAM SHEATHING W/STAGGERED AND 9 0 PROVIDE 48"TALL SS SPLASHGUARD. FRP SORTING 1 a h TO 96"AFF AND EXTENDED MINIMUM 72" TAPED JOINTS W!5/8"GYP BD ON o y n EACH WAY FROM CENTERLINE OF SINK INTERIOR FACE 211 RECYCLING STATION 0 NEW STUD WALL W/R11.4 CONTINUOUS ,.M SF m c 212 PROVIDE ADA SIGNAGE FOR RESTROOMS INSULATION, 2 LAYERS JOHNSEE o 213 OWNER SUPPLIED CONVEYORS& MANSVILLE AP FOIL FACED POLYISO 0 MACHINES. COORDINATE LOCATION W/ FOAM SHEATHING W/STAGGERED AND OWNER TAPED JOINTS W!12"PLY WOOD ON g_0" 5 _ u _0^ 3 _0" 3' - 0' - ; 214 OWNER SUPPLIED RVM(REVERSE VEND INTERIOR FACE 213 3 0 MACHINE). PROVIDE POWER. FINISHED 3:2 OPENINGS FOR MACHINES TO BE 25"W x ® NEW STUD WALL W/R11.4 CONTINUOUS 70.5"T. MFR SUPPLIED TRIM AROUND RVM, INSULATION 2 LAYERS JOHNS 220 HALLWAY GC TO INSTALL PER 2/A3.1. SEE EQUIPMENT MANSVILLE AP FOIL FACED POLYISO NOTES A1.1 FOAM SHEATHING W/STAGGERED AND 213 E 125 TAPED JOINTS W/12"PLY WOOD ON 215 P-LAM OVER 1?PLYWD. GC TO INSTALL ON INTERIOR FACE AND FRP TO 96" UP 213 PI-3167 SF 232 220 FRONT OF SERVICE COUNTER&PROVIDE NECESSARY TRIM AND FINISHES EO EXISTING WALL TO REMAIN, PATCH/ 213 a. 216 PROVIDE FRAMED OPENINGS FOR OWNER REPAIR AS REQUIRED FOR NEW FINISH 131 O 125 PROVIDED MACHINES TO BE INSTALLED AT AO LATER DATE. PROVIDE POWER FOR FUTURE <0> NEW EXTERIOR WALL TO MATCH(E)W/ DN E EQUIPMENT. FINISHED OPENING TO BE 25" R-19 BATT INSULATION. Ea WIDE BY 70.5'TALL INFILL WALL AND COVER E W/TYP FINISHES. SEE EQUIPMENT NOTESNOTES: 124 154 A1.1 1. FIREBLOCK ALL STUD WALLS 217 PROVIDE BLACKOUT TINT ON WINDOWS. PER CODE. 251 202 MEN'S W SOLARGUARD GRAY/SILVER/GRAY/10 2. ALL NEW WALLS TO INCLUDE R- 122 L 203 1j LL 0) 219 REPLACE OH DOOR. REPAIR ADJACENT 13 BATT INSULATION AND MEET RESTROOM FINISHES AS NECESSARY FOR LIKE-NEW ENERGY COD 237 APPEARANCE AND MEET ENERGY CODE 3. SEE FINISH SCHEDULE, PLANS& 212 238 �� d O REQUIREMENTS. ELEVATIONS FOR FRP E 220 EXISTING EXIT DOOR TO REMAIN. REPAIR AS LOCATIONS. E ® ® E 130 SF m I REQUIRED TO OPERATE AS NEW. MEET ALL CODE REQUIREMENTS FOR EGRESS 18 214 16 214 16 214 216 FW HARDWARE AND ENERGY 221 OWNER SUPPLIED PAYMENT STATION. -0. 209 233 ® ® E PROVIDE DATA CONNECTION. FINISHED WOMEN'S OPENING TO BE 30"WIDE BY 64"TALL. 6 -0" 1 b 212 U RESTROOM m OPENING TRIMMED WITH MFR SUPPLIED2 202 o WAY6 203 RVM PLASTIC TRIM 214 118 O 3'-9' 3'-9" 3'-9" 3'-9" 3'-9" 3'-9' 19'-11? 223 NEW LIGHTING TO BE MOUNTED AT 13'x" o AFF AND BE HARD WIRED. ALTERATIONS OF 128 SF LESS THAN 10 FIXTURES IS ENERGY CODE logs COMPLIANT, PROVIDED THAT SUCH 21 233 ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER b 273 _ E 224 EXISTING STOREFRONT TO REMAIN 225 NEW AUTOSUIDER DOOR PACKAGE W/ 204 243 PERMIT REVIEW BREAKAWAY EXIT DOORS 21 _ 242 9/9/2015 227 NEW WATER HEATER I 205 232 DARK SKY COMPLIANT WALL PACK, 241 MOUNTED IN EXISTING LOCATIONS 232 E 233 CSS ORNERS CORNER GUARDS TO 4'40", ALL OUTSIDE 21 RETAIL 245 236 NEW STOREFRONT TO MATCH EXISTING. to l BREAK DOUBLE PANE, LOW E GLASS AND TEMPERED WHERE REQUIRED. MEET ALL 212176 SF E ENERGY CODE REQUIREMENTS. 237 NEW COUNTERTOP, SINKS AND FAUCETS. 6 233 102 1 521 SF 238 NEW PARTITIONS, MATERIAL CHOSEN BY co OWNER. DIMENSIONS TO MEET CODE REQUIREMENTS 21 20B13 246 129 A_ 239 INFILL WINDOW, MATCH ADJACENT I o 1 11 lt�N CONSTRUCITON AND FINISHES 240 RELOCATE DOWNSPOUT AND CONNECTION ih 248 Y 215 214 2 0 �(.q.t AS REQUIRED 201 E P0RTLAND OREGON 241 UNDER-COUNTER REFRIGERATOR 1 A4.1 3 239 242 MICROWAVE CUSTOMER 6159 SERVICE 243 COFFEE MAKER " 4 LLF CE OF 245 36"ROUND TAB LE&CHAIRS21 0O im7m N.our 246 PAINT EXISTING CEILING TILE AND GRID, SEE I FINISH SCHEDULE oe 238 $F 18'-7 1/4" 249 DESK 8 CHAIR "' iN I - L DATE DESCRIPTION 251 EXIT SIGN&EMERGENCY LIGHT, VERIFY 21 — COUNT AND LOCATIONS W/AHLI 252 EXISTING CEILING AND LIGHT FIXTURES TO207 02 REMAIN, RELOCATE LIGHTS AS REQUIRED 1 FOR NEW WORK o �-m- 249 254 FLOOR DRAIN, INSTALL FLUSH W/FINISH FLOOR, REUSE(E)IF IN CLOSE PROXIMITY 1 157 " 221 255 ADA RAMP, 1:12 SLOPE, HAND RAILS TO MEET CODE 233 c 256 17X 17 EPDXY FLOORING Q EZ DROP DOOR 259 INSTALL WOOD BLOCKING AS REQUIRED 5-0" B 17-0" 233 233 228 �r1 lir 211PER A5.0 —260 EZ DROP SIGN, BOTTOM MOUNTED Q 6'$ 140 — — — — 233 221 273 BREAKROOM CASEWORK AND EQUIPMENT, — ® ® ®® COORDINATE W/OWNER _ 101 T- - — [JOB # 15-083 240 255 238 / � 224 217 224 217 1 FLOOR PLAN SCALE 13/16"=1'-' FLOOR PLAN A1 .1 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional service is the property of Framework Architecture,Inc and is not to be used, KEYNOTES ELECTRICAL in whole or in part,for any reason without the written authorization of 123 I Framework Architecture,Inc. 252 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN, RELOCATE LIGHTS AS 311 REFOR NEW WORK 2� REPAIR/RPAIRIR EPLACE CEILING GRID&TILE AS REQUIRED FOR NEW CONSTRUCTION 311 EXIT LIGHT 300OBRC •' 1 0 SERVING INDUSTRY AND THE ENVIRONMENT W < CICO IWI O P U � U CC HALLWAY < 0 311 � m uo Y D c ^ O t O V n MEMS 311 RESTROOM o 3 � 122 m E � VVOMEMS 3 RESTROOM L ; luo ui 311 a O }2 �- N 252 252 U n x C a O 0 O Q 102 m V m O 311 11 I PERMIT REVIEW 9/9/2015 NOTE: EMERGENCY BACK-UP ILLUMINATIONS FOR INTERIOR BUILDING AREAS & EXTERIOR LANDINGS WILL MEET OSSC 1006.3. 1 I REFLECT®CEILING PLAN SCALE I ur= 1'-0" �l �N a PORTLAND,OREGON A DATE DESCRIPTION JOB# 15 083 [REFLECTED CEILING PLAN A2.1 REUSE OF DOCUMENTS This doament,and the ideas and designs ncmporaled,as an i stnment of prOleSSIOnal service is the property of Fremework Archilechn,Inc and is not to be used, reason FINISH SCHEDULE FINISH MATERIAL LEG END/SPECIFICATIONS ithotAeorinpenauthort,for ryationo wdtwut the written authorization of Framework Architecture,Inc. FLOOR WALL CEILING ROOM NO. ROOM NAME MATERIAL FINISH BASE MATERIAL WAINSCOT FINISH MATERIAL FINISH HEIGHT NOTES FLOORING CEILING PAINT F-1 EPDXY W/SHARK GRIP. NO COLOR SEE 1/A3.1 FOR SEISMIC REQUIREMENTS. NOTE: BASED ON RODDA NUMBERS 101 RETAIL CONIC F-1 B-2 qGBW-1 SEE A4.1 C-1 P-1 13' " (OWNER TO CONSULT FLOORING CO. 102 CUSTOMER CONIC F-1 B 2 W-1 SEE A4.1 G1 P-1 ON PROPER PRODUCT NAME) C-1 MATCH EXISTING P-1 COCOA BEAN-ES12A1102 SERVICEPANTONE 472 105 BREAK CONC F-1 (E)RB P-6 (E)ACT F-2 EXISTING TO REMAIN OBRCP-2 ORANGE-ES12A1101112 SORTING CONC F-3 B-3 P-6 (E)ACT P-6 13'-9" VERIFY PAINT COLOR W/OWNER, F-3 CONCRETE SEALER WAINSCOT PANTONE716 VERIFY FLOOR CONDITION 118 WOMEN'S EXISTING F-2 (E)TILE ( ) (E)ACT BASE FRP-MARLITE P106 BEIGE(NO SUBSTITUTIONS) P-3 LIME-ESI2A1103 RESTROOM PANTONE 382 B-1 4"RUBBER BASE W-1 FRP TO 48", PAINT ABOVE 122 MEN'S RESTROOM EXISTING F-2 (E)TILE (E)TILE (E)ACT SERVING INDUSTRY 123 ELECTRICAL EXISTING F-2 (E)GB (E)GB/C 1 FLEXCO 072 CHOCOLATE P4 OCTOBER HARVEST-0266 AND THE ENVIRONMENT 125 HALLWAY CONIC F-1 B-2 (E)GB W-1 SEE A4.1 (E)ACT P-6 B-2 1"X 8"WOODLAND BROWN TREX P-5 OFF WHITE-GL13438273 126 HALLWAY CONIC F-1 13-2 (E)TILE W-1 I I(E)ACT P-1 ACCENT SQUARE EDGE BOARD. CAULK TOP EDGE W/CLEAR P-6 BONE WHITE cc ~ d SILICONE SEALANT DOORSCHEDULE B-3 4"X6"PTWDBASE, BOLT TO �1,(� , u CONCRETE FLOOR 2 NOTE: SWING AND LOCATION OF DOOR n NOTE: DOORS, FRAMES&HINGES BY CONTRACTOR. HARDWARE OFOI VARIES. SEE FLOOR PLAN AND ELEVATIONS = DOOR FRAME 1 3 3 FOR CORRECT ORIENTATION cr V DOOR NO. TYPE FINISH WIDTH HEIGHT TYPE HINGES MAKE MODEL NOTES 14 7 4 Q � EQ Or A3.1 NEW HORZ EXISTING 125 C 3'-8" 6'-8" VERIFY IF NEW DOOR IS REQUIREDF MULLION TO u ail•r MATCH (E) m a 131 C 3'-8" 6'-8" VERIFY IF NEW DOOR IS REQUIRED ' m 132 C T-8" 6'-8" VERIFY IF NEW DOOR IS REQUIRED vv°. m 134 C 3'-0' 6•-Ir 154 7-100 6'-8" ALUM. DOOR t on WITH 2 SPRING NEW CONSTRUCTION HINGES, PULL, EXISTING ROOF DECK ELECTRIC 101 G 13'-812" T-0" MFG Dura-Glide 3000 Bi-Part GC TO VERIFY SIZE Y 102 D3 BLACK V-6" 2'-1012" MFG EasySwing ELIASON PMP STRIKE, OPAQUE o 0 n9 � PANEL GLAZING 33 MIL. DEFLECTION TRACK 102.1 D3 BLACK 3'-6" 7-1012" MFG Easy Swing ELIASON PMP GATE TO HAVE BARREL LOCK 3 E c NEW VERTICAL 0 118 B 3'-0" 8'-8" FR-1 � iv o a 122 B 3!-(r 6'-t1" FR-1 MULLION TO MATCH (E) L 124 B T-0" V-8" FR-1 PANIC , . ; 128 B 7-0' 6'-8" FR-1 33 MIL. TOP TRACK 3m 140 A 7-(r 6'-6' MFG EXIT ONLY BUT NOT ALARMED, PANIC HARDWARE3 8 UNDERSIDE OF STRUCTURE 5/8"GYP. BD. COVER � 3� WITH KEY A9.7 ATTACH TO DEFLECTION 147 E 9-(r 17-0' BRACE TO STRUCTURE ABOVE W/3 5/8" TRACK ONLY 156 ALUMINUM 7-312" T-11" MFG F24DROP SEE WAI METAL STUD @ 4'1 OC 518"TYPE BD TO 157 D2 BLACK 4•-0" T-0" Easy Swing HCG-10 —IN GLAZING STOPS UNDERSIDE"OFYDECK SOUND BATT INSUL ABOVE PARTITION. EXTEND ELECTRONICS IN 7-0"MIN EITHER SIDE OF PARTITION ACT W °° I FRAMED OPENING Z= 00 I 1 BEHIND OPAQUE GLASS SUSPENDED ACOUSTICAL CEILING SYSTEM QUIETR=w LL I AT T/O ACTK TO STOP A/ I`= 0 I TOP TRACK, ATTACH TO GRID Li X FUTURE TENANT OBRC O w� ��m O I I . , ■ S N 11-w O 1 SEE PLAN FOR WALL TYPE W cV W r u- 1 33 MIL. STUDS @ 16"O.C. J U t` 0x � 0) CASEWORK & PLUMBING FIXTURES I I SOUND BATT INSULATION W DOOR SPECIFICATIONS ' ° °� c ~O METAL STUDS 20 GA STUD TRACK 4. � ROOM PRODUCT MANUFACTURER MODEL NO. NOTES m I HILT]X-DNI POWDER HILTI X-DNI POWDER DOOR FRAMES �nv 7� ACTUATED FASTENER W CUSTOMER FAUCET DELTA SINK FOR PUBLIC USE FRA 18GA TIMELY-BROWNTONE, SEE 4/A3.1 9 16"O.C. W/3/4"EMBED ACTUATED FASTENER raga 16"O.C.W/3/4"EMBED HANDSINK GC TO PROVIDE BACKING FOR HINGES 1— PROCESSING FAUCET ZURN AQUASPEC POLISHED CHROME Za42J1-AF-PR2 FR-2 HOLLOW METAL. PAINT TO MATCH ADJ WALL FLOOR I N T SALES WALL-HUNG SINK BEST SHEET BSMHS2019 SS SINK FOR PUBLIC USE METAL ELIASON DOOR SPECS e++ SERVICE SINK CMF CUSTOM SEE SHOP DRAWINGS CORE: 1-12" FOAM INSULATED CORE A EZ-I DETAIL WALL DETAIL WALL DETAIL 0 COUNTER WINDOW: 14"X 16"DOUBLE GLAZED 3 SCALE SERVICE FAUCET CSC FAUCET COLOR: DURATEX FUDGE BROWN v 1 1"= 1'-0" SCALE I 1 12'=1•-0' SCALE 11"=1'-0" BUMPER ASSEMBLY: 3" PROFILE, 18" HEIGHT. COUNTER BLACK/SET ROOM BUMPERS 6 SERVICE P-I-AM PIONITE ST604 NUBIAN BROWN COVER: HDWE, ABS BLACK W/LABEL A3.1 COUNTER HDWE, ASSY ZING, HCG/HFG ABS COVER PERMIT REVIEW IF 9/9/2015 a a II A3.1 0 0 z_ 4 4 E RE A3.1 A3.1 f IIS J)I = <�mI Iur> , a ! IIeFIA H OA OB OC D2 D3 O O O � p � ALUM 1-3/4"SOLID CORE VENEER HOLLOW METAL ELIASON HCG-10 ELIASON PMP OH DOOR WOOD DOOR ALUM SLIDER (• (r f STOREFRONT WOOD DOOR. CLEAR COAT WITH DOOR (EXISTING) W/TRANSOM e pORTLAND,OREGON 2 COATS MIN. 6159 YO DWR TYPES OF 39•1 TYP WOMEN MEN UNISEX 36"MIN 1 f GB3 1•-3" HANDLE 7 0" 1' 11 3� END O Q DATE DESCRIPTION END WALL ON WIDE MAX m z WAW SI G81 11 6 GB2 PARTITION x 71 rLAVPA TD ND O Z SYMBOL DESCRIPTIONS 8 MAX v N n r aWOMEN'S SIGNAGE: 17' ti MIN R ¢ O DIAMETER CIRCLE, 1/4"THICK TORY URINAL URINAL OILET TOILET 7"�TP TOILET 4r x MEN'S SIGNAGE: 17"MIN ( , (STD) (HC) (HC) (STD) 1 TO 1 < EQUILATERALTRIANGLE, ,•�- 1/4"THICK WITH EDGES 12"LONG A VERTEX POINTING UPWARD FOR REACH DEPTHS 6"OR HAN ALL SIGNAGE: SIGNS ARE TO BE ALONG SIDE LESS, MAX HGT 40" rMl —� ITHE DOOR ON THE LATCH SIDE 60"MAX FROM 9"OR LESS MAX HGT 36" _ THE FLOOR. ACCESSIBLE SIGNAGE SHALL BE 0 11"OR LESS MAX HGT 34" SPOUT, WHITE WITH A BLUE BACKGROUND. PROVIDE .n TO OPERATOR/OPENING Z eO°•� 18x18 CLEAR FLOOR AREA IN FRONT OF SIGN. LOCATION e v VERTICAL JOB# 15-083 is N GRAB BAR UNISEX SIGNAGE SHOWN, Ar mDESIGNATED FOR MEN'S& SOAP PT SEAT SAN. NAP. MIRROR FE DF WOMEN'S RESTROOMS HOLDER DISP. DISP COVER DISPENSER CABINET ACCESSIBLE USED WHEN APPLICABLE DISP DETAILS & SCHEDULES 2 ACCESSIBILITY STANDARDS SCALE 11/4"= ,'-0 A3. REUSE OF DOCUMENTS This document,and the Ideas and designs incoTorabd,as an THE WALL ANGLE MUST BE 2"LONG HORIZONTAL instrument of professional service is the property of Framework STABILIZER BAR BETWEEN VERT. STRUT: SEE CHART COUNTERSLOPE HANGERS IF SEE PLAN FOR Arduledue,Imand is not to be used, ALL MEMBERS MORE THAN 1:6 OUT OF PLUMB PERIMETER WALL TYPE khoiAt�m maspart for on wRlwut the wrt>ten aiAtior¢ation of LAG FRP TO TOP OF EPDXY FrameworkAuuduieckee,km. 1/4"DIA x 3" SCREW-EYE LAG SECURE ALL HANGERS COVE c@ BASE OF WALL TO BUILDING STRUCTURE. TO CONCRETE, TRAPEZE DUCTWORK AND EMBED 1 1/4" MIN. TYP. OTHER LARGE OBSTRUCTIONS FRP AND TRIM. BUTT FRP CLEAR SILICONE SEALANT ADDITIONAL 45" MAX TO ROUGH OPENING. HANGERS ALL ® SEAL INTERSECTION. BETWEEN FRP&TREX MEMBERS WITHIN 8" STRUCTURE TRIM TO COVER FRP& OBRC OF PERIMETER SEE PLANS ROUGH OPENING TREX BOARD ATTACHED (4)SPLAYED#12 GA UPPORT RUNNERS TO WALL. WIRES AT EACH OWNER SUPPLIED STRUT TYP. MAIN RUNNERS 7 W/#12 GA WIRE RVM MACHINE 4'4"O.C. E.W. (N)RAISED CONC. SLAB SERVING INDUSTRY MATLIGHT FIXTURE 12 GA MANUFACTURER SUPPLIED SLAB H DEPTH OF ADJACENT AND THE ENVIRONMENT TRIM AROUND HEAD&JAMB HOLD FRP 12"OFF FINISH FLOOR, Ir MAX 6-0"MAX 4'0"O.C. 4'-0"O.C. HANGER EA CONT BEAD OF CLEAR SILICONE CORNER. FIXTURE TO (E)CONC. SLAB UNO r+J Y MAKE POS. SEALANT BETWEEN FRP 8 EPDXY oc c 174"O.C. EA WAY CONNECTION i :..' _, : - - :: - . .. WALL SYSTEM-SEE PLANS _. - ., - i F_ o LATERAL BRACING 17 0"o.c. EA WAY TO CLG. GRID. I I •'_ ,' _S• •- U m MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITHIN r .•_ •� _ a= ` `- ;�.: . h 6-0"OF PERIMETER 8 2"FROM CROSS MEMBER. . _ •• - .MLL POP RIVET ARMSTRONG FACIA EPDXY FLOORING COVE UP i•�y, • •�• ` .a• • to •»� �. LL U THIS SIDE ONLY MOLDING MACHINE WALLS 1-12" j °C OR USE ARMSTRONG SEISMIC SJMR&SJCG CLIPEFRP AND TRIM. BUTT FRP TO ROUGH OPENING.SEAL INTERSECTION.0 0 0 0 0 00 0 0 0 0 0 0 o TRIM TO COVER FRP& WALL STUD ON EA m `o eeoROUGH OPENING SIDE OF OPENING24' - u . SEISMIC JOINT DETAIL 4-/ 12(IF REQUIRED) CHANNELin. MOLDING L `° 2 CL i TRIM a RVM i EPDXY FLOOR DETAIL TIMELY DETAIL ° NATE COMPRESSION STRUT SIZEMAX LENGTH SCALE 13"= 1'-0" SCALE 13"= 1'-0" SCALE 13-= 1'-0" Y � SEISMIC SEPARATION REQUIRED FOR EMT CONDUIT o CLG.OVER 26W SQ. Fr. 3 12"7 EMT CONDUIT UP TO 5'-10" (E)WALL FRAMING. MODIFY FOR NEW 0 CEILING OND: HEAVY DUTY 3/4"7 EMT CONDUIT UP TO T-0" OPENING, PROVIDE WATERPROOFING °EE o a ICC ES REPORT ESR-1222 AND ASTM C635 MEMBRANE AT PERIMETER &CORNERS 1 EMT CONDUIT UP TO T-9" FOR WEATHER-TIGHT CONSTRUCTION ` ° LOADS(approx., per item) N3 m MECH. GRILL 10 lbs. METAL STUDS (E)WALL (E)SIDING, MODIFY FOR NEW OPENING ;o LIGHT FIXTURE 42 lbs. SINGLE 15/8"METAL STUD(20 GA) UP TO 174r v NOTE; BACK-TO-BACK 15/8" METAL STUD(20 GA) UP TO 15'4r Ll ON 2 ADJACENT WALLS THE GRID SINGLE 2-12"METAL STUD(20 GA) UP TO 13'4" c 12" MUST BE ATTACHED TO WALL ANGLE. AT UN ATTACHEDWALLS THERE MUST BACK-TO-BACK 2-12"METAL STUD(25 GA) UP TO 15'-0" A MIN. OF 3/4"CLEARANCE FROM GRID. WD SHIM NEW PRE-FIN MTL Z-FLASHING a NEW DROP OFF DOOR O 1/4"BACKER ROD 8 L6WATERSTOP, ALL SEISMIC ACT DETAILS SIDES PROVIDE FRP @ JAMB 1 SCALE 1 1"=1'-0" NEW ALUM TRANSOM, N BY DOR SUPPLIER Q LUL ONi (E)SIDING BEYOND U 0 lx3 CLEAR COATEDTRIM. \\ NEW DROP OFF DOOR O ,w \\ m �' �_ _ MITER CORNERS \ 8 H A3.1 IIIIIIIIIIIIIIIff- 3„ \ PROVIDE FRP @ JAMB b CHALKBOARD PAINT — O NEW ALUM SLIDER DOOR PACKAGE ®O ALUM MULLION, BEYOND NEW DROP OFF DOOR PERMIT REVIEW PROVIDE WD BLOCKING&FRP @ SILL 9/9/2015 NEW PRE-FIN MTL FLASHING WOOD SHIMS PROVIDE WD BLOCKING 8 FRP SILL 6 (E)WALL FRAMING. MODIFY FOR NEW 2 ENING, PROVIDE ERIMETER &CORNERS OEXISING WALL FRAMING F) MEMBRANE A FOR WEATHER-TIGHT CONSTRUCTION TL 11 O NEW DROPOFF DOORv 7? — ; EXISTING SIDING FOR OPENING FRAMING SEE DETAILS 8& 11 ON A3.1 SEALANT, TYP. H 5 COMMUNITY BOARD DETAIL AUTODOOR DETAIL 7 I EZ DROP DOOR DETAIL O I EZ DROP DOOR DETAIL R 6ND�ORE60NZ SCALE 13/4"= 1'-0" v 1 scALE 13-= r-0" ■ SCALE 13"= 1-0" v1 SCALE 1 1 12"= 1,4" `Q r OF 001 JONATHAN H.DUNN DATE DESCRIPTION 10 ONE PIECE SS SPLASH GUARD TO BE 1 WELDED TO MOP SINK, EXTENDED PROVIDE 1"TILING FLANGE ON ALL 48"AFF ON ALL SIDES THAT ARE SIDES THAT ARE AGAINST THE WALL 1 12" AGAINST THE WALL. EXTEND BEYOND FRONT EDGE OF MOPP SINK FRP TO 96"AFF ON ALL SIDES THAT ARE AGAINST THE WALL. EXTEND 8'-0" BEYOND SPLASHGUARD. PROVIDE b STAINLESS STEEL MOPSINK ALL CONT CLEAR SILICONE SLNT AT DGES 2 o O I STAINLESS STEEL SPLASH GUARD ON WALLS 1 '� - JOB# 1x083 3'-p" 1' 3'-0" DETAILS 9 I MOP SINK PLAN 10 MOP SINK SECTIOWELEVATION SCALE 13/4"=1'-0" scALE 1 1 12"= 1'-0" A3.1 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an P-1 P 1 instrument of professional service is the property of Framework Architecture, Inc and is not to be used, P-2 P-2 in whole or in part,for any reason without the written authorization of ro Framework Architecture,Inc. P-3 P-3 o OBRC w , , W-1 157 214 218 214 216 214 W 1 216 214 218 214 • \ SERVING INDUSTRY AND THE ENVIRONMENT B-2cc Y cc O 301 F m U INTERIOR ELEVATION N scALE I v4"=1,4" x U low n LMp C O ° j O U ° m C P-1 P-1 ° t0 P-2 /— P-2 ° °a 0 . 0_0 3 � P-3 P-3 EE p o c w O O ® ' 3 ^ O / / 216 214 216 214 PI-el214 216 W-1-] 1 \ 124 I 233 a 30, O 2 I INTERIOR ELEVATION 0 SCALE 11/4"= 1'40" UJ N J LL H � � U � P-1 P-1 P-1 I.. CiC P-2 P-2 P-2 O (D gym♦ � E". V P-3 P-3 P-3 N INM� W O 118 W-1 ' W_1 W_4 F221] 221 215 PERMIT REVIEW Ei==1 I i la�� E=J [Al 9/9/2015 301 3 INTERIOR ELEVATION scALE I v4"=1,4r KEYNOTES Q 214 OWNER SUPPLIED RVM(REVERSE VEND MACHINE). PROVIDE POWER. FINISHED OPENINGS FOR MACHINES TO BE 25"W x 70.57. MFR SUPPLIED TRIM AROUND RVM, GC TO INSTALL PER 2/A3.1. SEE EQUIPMENT NOTES A1.1 215 P-LAM OVER 12" PLYWD. GC TO INSTALL ON FRONT OF SERVICE COUNTER& ov PROVIDE NECESSARY TRIM AND FINISHES 216 PROVIDE FRAMED OPENINGS FOR OWNER PROVIDED MACHINES TO BE P 2 INSTALLED AT A LATER DATE PROVIDE POWER FOR FUTURE EQUIPMENT. FINISHED OPENING TO BE 25"WIDE BY 70.5"TALL. INFILL WALL AND COVER W/ p TYP FINISHES. SEE EQUIPMENT NOTES A1.1 I�R• 221 OWNER SUPPLIED PAYMENT STATION. PROVIDE DATA CONNECTION. FINISHED RrLJW.OMR EWN OPENING TO BE 30"WIDE BY 64"TALL OPENING TRIMMED WITH MFR SUPPLIED 6159 O P_3 RVM PLASTIC TRIMi 233 SS CORNER GUARDS TO 4'-0",ALL OUTSIDE CORNERS v OF 301 11 12"EPDXY COVED UP WALL, TYP JONATHAN N.DUNN / 302 1COMMILINITY BOARD, SEE 5/A3.1 DAT1E IDESCRIPTION W-1 ` i 233 ' 301 233 4 INTERIOR ELEVATION SCALE 11/4"= 1'40" JOB# 15-083 INTERIOR ELEVATIONS AM REUSE OF DOCUMENTS This document, and the ideas IVECEIVED and nincorporated, as an instrumeumentt of of professional 3�1-3� service is the property of Framework e Inc. OCT 2 9 2015 be u and is not to be used,d, in in whole or in part, for any reason without 2 (:jfTV OF r1GAK1) the written authorization of NEW SIGNAGE Aa2 SIGNAGE UNDER 11V Lo �GDIVISION Framework Architecture, Inc. 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ALL CAMERAS GET CAT 6 OF ®� KEYSTONE JACK WITH WALL PLATE(BLACK OR BROWN) JONATHAN H.DUNN CUSTOMER SERVICE PHONE IS 40"AFF TO BOTTOM OF BOX USE SYMBOL PH Door Door DATE DESCRIPTION ALL LIGHT SWITCHES 40"AFF TO BOTTOM OF BOX CHECK PHOTO CELLS, MAKE SURE ALL WALL PACKS ARE FUNCTIONING MACHINE POWER REQUIREMENTS a ® 208 VAC, 1 PH, 20AMP, NEMA L6-15R O 110 VAC, 1 PH, 20AMP-2 QUAD BOXES TO BE INSTALLED TO SIDE OF EQUIPMENT © 208 VAC, 3 PH, 70AMP-HARDWIRED TO DENSIFIER DISCONNECT BOX Data Power 7O 208 VAC, 3 PH, 40AMP W/NEUTRAL WIRE-HARDWIRED TO EPC CONTROL PANEL 0 N ® 208 VAC, 3 PH, 40AMP-HARDWIRED TO DISCONNECT BOX ON CRUSHER(SUPPLIED BY •• ELECTRICIAN) 9O 83 110/120 VAC, 1 PH, 12.5AMP 10 6 CONNECTIONS FROM CONTROL PANEL TO MOTOR, CONVEYOR, LOW VOLTAGE SENSOR 11 CONTROL PANEL, 70 AMP 2 I CUSTOMER SERVICE COUNTER POWERMATA PLAN SCALE 16'= 1'-0" A5.0 STRUCTURAL NOTES VLMK OBRC TIGARD - VLMK JOB #20150429 CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM ENGINEERING + DESIGN COLD-FORMED STRUCTURAL STEEL FRAMING: DURATION INSPECTION AGENCY DIVISION 1 - GENERAL 3933 SW Kelly Avenue MATERIAL VERIFICATION, INCLUDING FASTENERS P TESTING LAB Portland, Oregon 97239 A. GENERAL FRAMING MEMBER SIZES,THICKNESS AND SPACING P TESTING LAB 503.222.4453 VLMK.COM A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE APPROVED FABRICATORS: GENERAL NOTES TO THE EXTENT SHOWN. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH ARCHITECTURAL, ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL P TESTING LAB DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. JOISTS AND GIRDERS,GLU-LAMS,AND PRE-CAST CONCRETE A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,TECHNIQUES, SPECIAL INSPECTION PROGRAM NOTES; SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING A.4. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE SHALL THE WORK REQUIRING SPECIAL INSPECTION. APPLY. P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE(IBC)AS PERMIT DRAWINGS AND SPECIFICATIONS. AMENDED BY THE STATE OF OREGON(2014 OREGON STRUCTURAL SPECIALTY CODE)AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: A.7. DESIGN CRITERIA: ENGINEER: VLMK CONSULTING ENGINEERS A.7.a. WIND LOAD(PER IBC 1603.1.4) TESTING LAB: TO BE DETERMINED ULTIMATE DESIGN WIND SPEED (Vult) 120 MPH TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR,PER I.B.C. RISK CATEGORY SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN WIND EXPOSURE B CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE INTERNAL PRESSURE COEFFICIENT (Gcpi) ±0.18 PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. A.7.b. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR (le) 1.0 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: RISK CATEGORY II A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=0.958g S1 =0A20q AGREEMENT,PROVIDED BY THE LOCAL JURISDICTION. SITE CLASS D B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=0.7139 Sd1 =0.4439 ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THE ENGINEER AND TO SEISMIC DESIGN CATEGORY D THE BUILDING OFFICIAL. A.8. MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER OR C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG BY A OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS SHALL MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING OR WALL UNLESS OTHERWISE APPROVED. SPECIAL INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROJECT NAME PROVISIONS OF THE INTERNATIONAL BUILDING CODE. DIVISION 2 - SITE WORK (NOT USED) OBRC TIGARD 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: DIVISION 3 - CONCRETE AND REINFORCING (NOT USED) A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS DIVISION 4 - MASONRY (NOT USED) BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS DIVISION 5 - METAL AT THE JOB SITE. 14411 SW PACIFIC HWY D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. TIGARD, OR A. GENERAL A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS STEEL. B. MATERIALS B.1. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST50H WITH(FY=50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1003 ST33H WITH(FY=33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS. C. COLD-FORMED STEEL STRUCTURAL FRAMING TYP CA. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD A —SIGNAGE UNDER —EXIST!' BUILDING, MANUFACTURERS ASSOCIATION(SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT 51.0 SEPARATE CONTRACT TYPICAL ICC REPORT(ESR-3064P). C.2. COLD-FORMED STEEL FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754. -. C.3. WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC CHAPTER 25. REVISIONS CA. GALVANIZED COATING TO BE G60 MINIMUM. C.5. CONNECTIONS: DATE DESCRIPTION C.S.a. WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. C.5.b. UNLESS OTHEWISE NOTED IN DRAWINGS, USE#12 SCREWS(16 GAUGE AND HEAVIER),#10 -- - - -- - SCREWS(18 AND 20 GAUGE)AND#8 SCREWS(22 GAUGE)TO CONNECT COLD-FORMED STEEL FRAMING.SCREWS TO BE SELF TAPPING AND DRILLING FROM ONE OF THE FOLLOWING: _. ... STEEL STUD FASTENERS REPORT# HILTI KWIK-PRO SELF-DRILLING SCREWS ICC ESR-2196 ��I ITW BUILDEX TEKS SELF-DRILLING SCREWS ICC ESR-1976 uuuU uuUu C.5.c. PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS, ❑❑❑ ❑ I❑ [1:111 ❑❑ UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREW TO PENETRATE BEYOND FASTENED MEMBERS BY AT LEAST TWO FULL DIAMETER THREADS. DIVISION 6 - WOOD �nFIFFIF111 I 17F-17FInn A. ROUGH CARPENTRY A.I. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: ROOF, FLOOR AND WALL SHEATHING: APA RATED SHEATHING,EXPOSURE 1,CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR 10/19/15 SPAN RATING.INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR A PARTIAL BUILDING ELEVATION RU C T 0 Rq TO SUPPORTS UNLESS OTHERWISE NOTED.USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE O.O 116•=V-w ZREp PROFfss� JOINTS(1/4 INCH FOR JUMBO PANELS)WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 318 INCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL NOTES: \ I N /O 2X4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING.BLOCK ROOF OR 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH E� yl FLOOR SHEATHING WHERE NOTED ON DRAWINGS. ARCHITECTURAL DRAWINGS. A.2. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE,SHALL BE STACKED OR 2. CONTRACTOR TO FIELD VERIFY EXISTING FRAMING WITH STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. OR G N O� CONDITIONS SHOWN OR NOTED PRIOR TO BEGINNING WORK. NOTIFY ENGINEER IF DISCREPANCIES OCCUR. 'f- 2.3% Q� k30-2017 0 N a DATE OCTOBER 19,2015 m SCALE PROJ.NO. m AS NOTED 20150429 FL DRAWN CHECKED O SMS KMK m n m a STRUCTURAL NOTES, m Z SPECIAL INSPECTIONS, AND PARTIAL BUILDING ELEVATION V N O 9N& Q S0 . 0 FOR PERMIT ISSUE VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM 362715043 TRACK XISTING WOOD PARAPET EXTENSION TO REMAIN 4 S1.0 I I � I 1 I i I 1 1 I , I I I 1 1 1 WALL SHEATHING TO BE APA RATED I I 3 EXPOSURE I SHEATHING WITH ' ' 51.0 MINIMUM THICKNESS OF 5/8'. ' ' I I i ATTACH TO METAL STUD FRAMING I I WITH#8 SCREWS AT 6'O.C.AT PANEL EDGES AND 12"O.C.IN FIELD, TYPICAL BLOCKING NOT REQUIRED I ' 362513743 BRACE (C ' ' AT 24'O.C. I I 362T15D-4 x CONT.WITH ; (2)#10 SCREWS INTO EACH I I CFS STUD PER , , STUD AND BRACE SECTION(AIS1.0) ' ' I I I EXISTING METAL ' I ROOFING TO REMAIN FINISHES PER ARCHITECT i i 362715043 X CONT.WITH PROJECT _ _ _ (2)#10 SCREWS INTO EACH ; ' ®R OBRC TIGARD EXISTING PLYWOOD ' STUD AND(2)#10 SCREWS t i I 1 SHEATHING TO REMAIN AT 8'O.C.INTO BUILT-UP ; I I STUD BEAM ' ' I I I I 362S13743 STUDS AT 24.O.C. ' ' 362St3743 BRACE AT 24.O.C. EXISTING FRAMING TO B RACE PER I I REMAIN,TYPICAL SECTION(AIS1.0) I I I � 1 1 3 I 1 si.o SIM10 SCREWS AT 6.O.C., 14411 SW PACIFIC HWY s1.a (4)PLACES TIGARD, OR I I FINISHES PER I ARCHITECT (2)1200S18254 I l I I 362T15054 TOP , PLYWOOD SHEATHING AND BOTTOM PER SECTION(AlS1.0) Y ' 12005250-54 WITH 1/4"DIA x 3' \\ MIN PENETRATION LAG SCREWS AT 12'O.C.TO EACH WOOD POST , I I I I REVISIONS 362T15043 x 1'-0'AT BUILT-UP i 0 SCREW CAP WITH i BUILT-UP COLUMN #1 � COLUMN WITH(6)#10 SCREWS #t0 SCREWS EACH END DATE DESCRIPTION I PER DETAIL(2/S1.0) I TO BEAM AND(3)#10 SCREWS AT 1Y O.C. I EXISTING 4x12 EACH SIDE INTO COLUMN ' POST TO REMAIN ' STING 4x12 POST, TYPICAL A SIGNAGE SECTION 1 SIGNAGE DETAIL 2 SIGNAGE DETAIL 1 .0 S1.0.dw9 1"=r-0• 1 s,.o.dwy 1° °= t'o1 .0 s,.o.ar9 =1,-0. 10/19/15 18 GAUGE CUSTOM TRACK WITH �,�R U C T U Rq 2'LEGS AND#10 SCREWS TO �����ED PROFFSso9 EACH FLANGE AT EACH BRACE (3)#10 x 312•SCREWS AT N / 24.O.C.THROUGH HIGH E BRACE PER— FLUTE OF METAL ROOF SKETCH(A/Si.0) AND INTO STUD BLOCKING .I BELOW,STAGGERED FINISHES ECT R i 18 GAUGE CUSTOM TRACK WITH E y' 2'LEGS AND#10 SCREWS TO EACH FLANGE AT EACH BRACE a I EXPIRES: 0-2017 O I I (2)#10 SCREWS AT F4 EXISTING a ROOFING METAL %� PER OOODDSECTI SH(A/51 NG ' i EACH STUD DATE O OCTOBER 19,2015 A � � � SCALE PROJ.NO. --`9 EXISTING SHEATHING 9 ' 11139 AS NOTED 20150429 L c Q EXISTING FRAMING, CFS STUD PER DRAWN CHECKED 3 TYPICAL SECTION(A/St.0) SMS KMK NOTE: 35DS13743 BLOCKING,TRIMBRACE ORIENTATION SIGNAGE SECTION VARIES AT SIM CONDITION FLANGERS AND FASTEN TO BRACE PER AND DETAILS rn EXISTING FRAMING WITH SKETCH(A/S1.0) o (2)#10 x 1 12'WOOD SCREWS aN O O 3 SIGNAGE DETAIL 4 SIGNAGE DETAIL S,.D.dwg siso FOR PERMIT ISSUE