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ARCHITECTURAL AERIAL VIEW VICINITY MAP DESIGN TEAM SHEET INDEX SR A0.0 WOODBURN CONSTRUCTION RAY J GLATT CIRCLE WOODBURN, OREGON 97071 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 CIVIL ENGINEER WESTECH ENGINEERING, INC 3841 FAIRVIEW INDUSTRIAL DRIVE, SE SALEM, OREGON 97302 PH: [PHONE REDACTED] FAX: [PHONE REDACTED] CONTACT: JOSH WELLS [EMAIL REDACTED] ABBREVIATIONS (REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL ABBREVIATIONS) AB ANCHOR BOLT ABV ABOVE A/C AIR CONDITIONING AC ASPHALTIC CONCRETE ACOUST ACOUSTIC AD AREA DRAIN ADA AMERICANS W/ DISABILITIES ACT ADD ADDITIONAL ADJ ADJUST (ABLE) A/E ARCHITECT / ENGINEER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISH GRADE AGG AGGREGATE ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANOD ANODIZED APPROX APPROXIMATELY ARCH ARCHITECT(URAL) ASB ASBESTOS ASPH ASPHALT ASST ASSISTANT ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AUTO AUTOMATIC AVG AVERAGE BD BOARD BFF BELOW FINISH FLOOR BFG BELOW FINISH GRADE BIT BITUMINOUS BLW BELOW BLDG BUILDING BLKG BLOCKING BM BENCH MARK, BEAM B/O BOTTOM OF BOS BOTTOM OF STEEL BOT BOTTOM BRKT BRACKET BSMT BASEMENT B/U BUILT-UP BUR BUILT-UP ROOFING MACH MACHINE MAN MANUAL MAINT MAINTANENCE MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MBR MEMBER MC MEDICINE CABINET MED MEDIUM MEMB MEMBRANE MECH MECHANICAL MFGD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIRR MIRROR MIN MINIMUM MISC MISCELLANEOUS MLP METAL LATH & PLASTER MO MASONRY OPENING MOD MODULE MOIST MOISTURE MS METAL SCREEN MTD MOUNTED MTL METAL MUL MULLION N NORTH NA NOT APPLICABLE NAT NATURAL NE NORTHEAST NIC, (NIC) NOT IN CONTRACT NO. NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE NW NORTHWEST O&M OPERATION & MAINTENANCE OBS OBSCURE OC ON CENTER OCC OCCUPANT, OCCUPANCY OD OUTSIDE DIAMETER, OVERFLOW DRAIN OF OUTSIDE FACE OFCI OWNER FURNISHED - CONTRACTOR INSTALLED OFF OFFICE OH OVERHEAD OHG OVERHANG OPG OPENING OPP OPPOSITE OPT OPTIONAL ORIG ORIGINAL OSB ORIENTED-STRAND BOARD E EAST EXISTING EA EACH EC EDGE OF CURB EG EDGE GUARD EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR EMERG EMERGENCY ENGR ENGINEER ENCL ENCLOSURE ENTR ENTRANCE EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP B EXPANSION BOLT EXP JT EXPANSION JOINT EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH, FINISHED FIN FL FINISHED FLOOR FL FLOOR FLAM FLAMMABLE FLUOR FLUORESCENT FDN FOUNDATION FOB FACE OF BRICK FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FOW FACE OF WALL FP FIREPROOF FRMG FRAMING FRP FIBERGLAS-REINFORCED PANEL FS FLOOR SINK FT FOOT, FEET FTG FOOTING FURR FURRING FUT FUTURE GA GAGE, GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GFCI GROUND-FAULT CIRCUIT INTERRUPTER GI GALVANIZED IRON GL GLASS, GLAZING GLB GLU-LAM BEAM GRD GRADE GRND GROUND GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HD HEAD HDW HARDWARE HDR HEADER HGT HEIGHT HLDN HOLD DOWN HM HOLLOW METAL HO HOLD-OPEN HORIZ HORIZONTAL HR HOUR HTG HEATING HVAC HEATING-VENTILATING- AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCH INCL INCLUDE INCLUDING INFO INFORMATION INSTR INSTRUCTION INSUL INSULATE INSULATION INT INTERIOR INV INVERT JAN JANITOR J-BOX JUNCTION BOX JST JOIST JT JOINT KD KILN-DRIED KIT KITCHEN KP KICK PLATE KO KNOCK OUT L LENGTH LAB LABORATORY LAM LAMINATE(D) LAV LAVATORY LB POUND LBR LUMBER LF LINEAL FEET LH LEFT HAND LIQ LIQUID LKR LOCKER LANDSCAPE LT LIGHT, LEFT LVL LAMINATED-VENEER LUMBER LVR LOUVER LVT LUXURY-VINYL TILE CAB CABINET CANTIL CANTILEVER CB CATCH BASIN CEM CEMENT CER CERAMIC CF/CI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CG CORNER GAURD CHALKBOARD CI CAST IRON CJ CONTROL JOINT ℄ CENTER LINE CLG CEILING CLR CLEAR, CLEARANCE CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE COND CONDITION CONN CONNECT, CONNECTION CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE CONTR CONTRACTOR COR CORNER CORR CORRIDOR CPT CARPET CSI CONSTRUCTION SPECIFICATIONS INSTITUTE CTR CENTER CTSK COUNTERSINK, COUNTERSUNK CW COLD WATER CY CUBIC YARD DBL DOUBLE DEG DEGREES DEMO DEMOLITION DET DETAIL DF DRINKING FOUNTAIN D FIR DOUGLAS FIR DH DOUBLE HUNG DIAG DIAGONAL DIA DIAMETER DIM DIMENSION DISP DISPENSER DIV DIVIDE, DIVIDED, DIVISION DN DOWN DOD DOOR OPENING DIMENSION DR DOOR DS DOWNSPOUT DSP DRY STANDPIPE DTL DETAIL DW DISHWASHER DWG DRAWING DWR DRAWER PA PUBLIC ADDRESS PARTN PARTITION PASS PASSENGER PAV PAVING PC PIECE, PRECAST PCF POUNDS PER CUBIC FOOT PERF PERFORATED PH PHASE PJ PANEL JOINT P/L PROPERTY LINE PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTIC PLAT PLATFORM PLBG PLUMBING PLF POUNDS PER LINEAL FOOT PLASTER PLYWOOD POLYISO POLYISOCYANURATE PORT PORTABLE PNL PANEL PNTD PAINTED PR PAIR PREFAB PREFABRICATED PRKG PARKING PROJ PROJECT, PROJECTOR, PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESERVATIVE-TREATED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISP & RECEPT PTN PARTITION PTR PAPER TOWEL RECEPTACLE PUB PUBLIC PVMT PAVEMENT PVC POLYVINYL CHLORIDE PWD PLYWOOD PWR POWER QT QUARRY TILE R RADIUS, RISER RA RETURN AIR RD ROOF DRAIN RECEP RECEPTION, RECEPTACLE REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCE, REINFORCEMENT REM REMOVE, REMOVABLE REPL REPLACE (MENT) REQD REQUIRED RES RESERVE RESIL RESILIENT REV REVERSE, REVISE REVISION RD ROOF DRAIN RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RT RIGHT RV ROOF VENT RWD REDWOOD RWL RAIN WATER LEADER S SOUTH S4S SURFACED 4 SIDES SA SUPPLY AIR SAF SELF-ADHERING FLASHING SALV SALVAGE SAM SELF-ADHERING MEMBRANE SAN SANITARY SC SOLID CORE SCD SEAT COVER DISPENSER SCH SCHEDULE SCR SCREW SD SOAP DISPENSER SE SOUTHEAST SEC SECRETARY SECT SECTION SEP SEPARATE, SEPARATION SERV SERVICE SF SQUARE FOOT SH SINGLE-HUNG, SHELF, SHELVES SHR SHOWER SHT SHEET SHTG SHEATHING SIM SIMILAR SM SHEET METAL SK SINK SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOH SAME AT OPPOSITE HAND SPEC SPECIFICATION, SPECIFIED SPKR SPEAKER SPL SPECIAL SQ SQUARE SS STAINLESS STEEL STA STATION ST STREET STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE, STRUCTURAL SUPV SUPERVISION SUSP SUSPENDED SV SHEET-VINYL SW SOUTHWEST SYM SYMMETRICAL SYS SYSTEM T TREAD TB TACKBOARD T&G TONGUE & GROOVE TBD TO BE DETERMINED TD TRENCH DRAIN TEL TELEPHONE TEMP TEMPERED, TEMPERATURE TERM TERMINAL TERR TERRAZZO THK THICK (NESS) (ENED) THRM THERMAL THRU THROUGH TJ TOOLED JOINT TLT TOILET TPD TOILET PAPER DISPENSER T/O TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE, TOP OF CURB TOJ TOP OF JOIST TOL TOLERANCE TOM TOP OF MASONRY TOP TOP OF PAVING TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPAER DISPENSER TRANS TRANSFORMER TREAT TREATMENT TS TUBE STEEL TV TELEVISION TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORY UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL UTIL UTILITY VAR VARNISH VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIN VINYL SHEET VNR VENEER VOL VOLUME VT VINYL TILE VTR VENT THROUGH ROOF W WEST, WIDE, WIDTH WC WATER CLOSET WD WOOD WDW WINDOW WH WATER HEATER (WO) WHERE OCCURS W/O WITHOUT WP WATERPROOF(ING) WR WEATHER RESISTANT WRB WEATHER RESISTANT BARRIER WS WEATHERSTRIPPING WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC NOTES 1. WITH THE EXCEPTION OF "NO." (NUMBER), ABBREVIATIONS ARE TYPICALLY USED WITHOUT THE PERIOD ABBREVIATIONS MAY ALSO APPEAR WITH THE PERIOD. EXAMPLE: "PT" (PRESERVATIVE-TREATED) MAY ALSO APPEAR AS 2. AN MAY BE ADDED TO AN ABBREVIATION TO INDICATE PLURAL, OR MULTIPLE OCCURRENCES. [EMAIL REDACTED] ATTN:BLAKE BURAL, AIA FAX [PHONE REDACTED] PH. [PHONE REDACTED] SALEM, OREGON 97302 1100 LIBERTY STREET SE AC + CO ARCHITECTURE I COMMUNITY ARCHITECT SUITE 200 PROJECT [EMAIL REDACTED] ATTN: SARAH ROSE, AIA LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC 1012 PINE ST. SILVERTON, OREGON 97381 PH: [PHONE REDACTED] CONTACT: LAURA ANTONSON, RLA [EMAIL REDACTED] CIVIL STRUCTURAL LANDSCAPE OWNER WOODBURN CONSTRUCTION 683 RAY J GLATT CIRCLE WOODBURN, OREGON 97071 PH. [PHONE REDACTED] ATTN: TERRY WITHERS [EMAIL REDACTED] S1.0 GENERAL NOTES AND SCHEDULES S1.1 FOUNDATION PLAN S1.2 FOUNDATION DETAILS S1.3 DETAILS S2.1 MEZZANINE FRAMING PLAN AND DETAILS S3.1 ROOF FRAMING PLAN S3.2 FRAMING DETAILS S3.3 FRAMING DETAILS L0.0 COVER SHEET L1.1 PLANTING PLAN AND SCHEDULE L1.2 PLANTING NOTES AND DETAILS L1.3 PLANTING DETAILS L2.1 IRRIGATION PLAN AND SCHEDULE L2.2 IRRIGATION NOTES AND DETAILS WOOD TRUSSES DEFERRED SUBMITTALS LIST C0.0 TITLE C1.0 EROSION CONTROL PLAN - DEMO & CLEARING C1.1 EROSION CONTROL PLAN - STREETS & UTILITIES C1.2 EROSION CONTROL PLAN - VERTICAL CONSTRUCTION C1.3 EROSION CONTROL PLAN - LANDSCAPING C1.4 EROSION CONTROL NOTES C1.5 EROSION CONTROL NOTES C1.6 EROSION CONTROL DETAILS C2.0 GRADING & DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 SURFACING PLAN C5.0 CONSTRUCTION NOTES C6.0 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS PROJECT STRUCTURAL ENGINEER LEWIS & VAN VLEET, INC. 18660 SW BOONE FERRY ROAD TUALATIN, OREGON 97062 PH. [PHONE REDACTED] ATTN: MIKE DAILY, PE, ACB [EMAIL REDACTED] A0.0 TITLE SHEET A0.1 CODE ANALYSIS A0.2 CODE PLAN A1.1 OVERALL SITE PLAN A1.2 ENLARGED SITE PLAN A1.3 SITE DETAILS A2.1 FIRST FLOOR PLAN A2.2 MEZZANINE FLOOR PLAN A2.3 ROOF PLAN A3.1 ELEVATIONS A3.2 BUILDING SECTIONS A3.3 WALL SECTIONS A3.4 WALL SECTIONS AND CANOPY DETAILS A4.1 ENLARGED RESTROOM PLANS AND ELEVATIONS A5.1 INTERIOR ELEVATIONS A6.1 REFLECTED CEILING PLAN A7.1 ENLARGED STAIR PLAN AND DETAILS A8.1 DOOR, FRAME, WINDOW TYPES AND DETAILS A8.2 DETAILS A8.1 SCHEDULES DESIGN/BUILD MECHANICAL ELECTRICAL PLUMBING ---PAGE BREAK--- SR A0.1 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 2022 OSSC, AMENDMENTS BASED ON 2021 IBC PRINCIPLE ARCHITECT: PROJECT NUMBER: 2024.0041.000 BLAKE BURAL, AIA PROJECT DESCRIPTION: NEW 14,000 SF OFFICE BUILDING WITH WAREHOUSE AND TENANT SPACE USE AND OCCUPANCY CLASSIFICATION (CHAPTER OFFICES: GROUP B SECT. 304.1 GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER ALLOWABLE AREA: TABLE 506.2 9,000 SF PER STORY, COMPLIES 9,624 GSF / 1 STORY, SEE BELOW PROJECT INFORMATION: CODE COMPLIANCE PROJECT ARCHITECT: SARAH ROSE, AIA CODE: ZONING CODE REVIEW: SITE LOCATION: LISTED ZONE: ADJACENT ZONES: OFF STREET PARKING: TBD RAY J. GLATT CIRCLE, WOODBURN OR 97071 9,624 SF NEW BUILDING AREA: 14,052 SF NEW TOTAL BUILDING AREA: 4,428 SF BUIDLING 1: BUILDING 2: ALLOWABLE STORIES ABOVE GRADE: TABLE 504.4 2 STORIES, COMPLIES ALLOWABLE BUILDING HEIGHT: 40'-0" MAX, COMPLIES TABLE 504.3 TYPES OF CONSTRUCTION (CHAPTER 6) CONSTRUCTION TYPE: VB, NON-SPRINKLED TABLE 601 BUILDING ELEMENTS: STRUCTURAL FRAME: 0-HR TABLE 601 EXTERIOR BEARING WALL: 0-HR TABLE 601 INTERIOR BEARING WALL: 0-HR TABLE 601 EXTERIOR NON-BEARING WALL: x < 5'-0" = 1-HR TABLE 705.5 5 ≤ x < 10'-0" = 1-HR TABLE 705.5 10'-0" ≤ x < 30'-0" = 0-HR TABLE 705.5 x ≥ 30'-0" 0-HR TABLE 705.5 INTERIOR NON-BEARING WALL 0-HR TABLE 601 FLOOR, INCLUDING BEAMS 0-HR TABLE 601 ROOF, INCLUDING BEAMS 0-HR TABLE 601 MEANS OF EGRESS (CHAPTER 10) INTERIOR FINISHES (CHAPTER 8) OCCUPANCY : GROUP B, NON-SPRINKLED VERTICAL EXITS: CLASS A TABLE 803.13 EXIT CORRIDORS: CLASS B TABLE 803.13 ROOMS: CLASS C TABLE 803.13 FIRE PROTECTION SYSTEM (CHAPTER 9) ACCESSIBILITY (CHAPTER 11) EXTERIOR WALLS, PROJECTIONS TABLE 705.2 0-2 FT NOT PERMITTED 2-3 FT 24 INCHES 3-5 FT 2 3 OF FSD 5 FT + 40 INCHES FIRE RATING GREATER THAN 10 FEET, RATED ONLY FROM INTERIOR SECT. 705.5 FIRE-RESISTANCE-RATED CONSTRUCTION (CHAPTER 7) WALL OPENINGS TABLE 705.8 0-3 FT UP, NS - NOT PERMITTED 3-5 FT UP, NS - NOT PERMITTED 5-10 FT UP, NS - 10% 10-15 FT UP, NS - 15% (SOUTH, EAST) 15-20 FT UP, NS - 25% 20-25 FT UP, NS - 45% 25-30 FT UP, NS - 70% (WEST) 30 FT + UP, NS - NO LIMIT (NORTH) UNPROTECTED OPENINGS ALLOWED WHERE EXTERIOR WALL IS NOT RATED SECT 705.8.1x2 OCCUPANT LOAD: 112 OCCUPANTS EGRESS WIDTH: REQUIRED: 112 OCC x (0.2) = 23" SECT. 1005.3.2 PROVIDED: 36: EA = 216" 72: EA = 72" TOTAL = 288" EGRESS ILLUMINATION: REQUIRED SECT. 1006.1 PANIC HARDWARE B OCC, NOT REQUIRED COMMON PATH TABLE 1006.2.1 B OCC, NON-SPRINKLED 75 FT STORIES WITH ONE EXIT B OCC 49 MAX OCCUPANTS <75 LF TABLE 1006.2.1 EXIT TRAVEL DISTANCE TABLE 1017.2 B OCCUPANCY, NON-SPRINKLED 200 FT, COMPLIES PLUMBING SYSTEMS (CHAPTER 29) B OCCUPANT LOAD: 96 S OCCUPANT LOAD: 16 TABLE 2902.1 MALES: 48 FEMALES: 48 MEN WOMEN UNISEX WC LAV UR WC LAV WC LAV UR B OCC 1.92 1.2 - 1.92 1.2 - - - S OCC 0.16 0.16 - 0.16 0.16 - - - REQUIRED: 2.08 1.36 - 2.08 1.36 - - - REQUIRED WITH URINAL: 1 2 2 2 2 - - - PROVIDED: 1 1 1 1 1 1 1 1 BUILDING 2 PROVIDES FUTURE UNISEX RR TO ACCOMMODATE DEFICIENT LAV AND AN ADDITIONAL WC AND UR. PARKING AND LOADING FACILITIES TABLE 1106.2 NEW SPACES 42 ACCESSIBLE SPACES REQUIRED: 2 PROVIDED: 2 WDO SECTIONS 3.01-3.05 NON-SEPARATED OCCUPANCIES: MOST RESTRICTED OCCUPANT, B, IS THE SECT. 508.3 BASIS FOR ALLOWABLE AREA, HEIGHT AND NUMBER OF STORIES 403 LF PERIMETER 209 LF OF FRONTAGE = 52% FRONTAGE FROM 25' TO 30' =0.42% INCREASE (9,000 x 0.42) + 9,000 = 12,780 SF > 9,642 SF, COMPLIES 10'-0" 15'-0" CO - COMMERCIAL OFFICE MINIMUM YARD REQUIREMENTS: REAR YARD: FRONT/STREET YARD: MAXIMUM BUILDING HEIGHT: INTERIOR YARD: MAXIMUM SITE COVERAGE: 35'-0" 80% ALLOWABLE = 9 BIKE PS BICYCLE PARKING: PROVIDED: 10 SPACES, COMPLIES (50% COVERED AND WITHIN 50 LF TO ENTRY) ACCESSIBLE REQUIRED: 3 SPACES / 1 VAN ACCESSIBLE PROVIDED: 4 SPACES, COMPLIES PROVIDED: 63 SPACES, COMPLIES 54 PS MIN REQUIRED (MINIMUM): 0.6 / 1,000 SF 10'-0" 1 / 5,000 SF (0-49,999 SF) WAREHOUSE: 4,738 SF / 5,000 SF = 1 PS 1 / 350 SF OFFICE: 9,314 / 350 = 27 PS 2 x 54 PS MAXIMUM ALLOWABLE: = 108 PS MAX REQUIRED (MAXIMUM): (0.6 / 1,000) x 14,052 SF REQUIRED: NEW BUILDING: 4,852 / 350 = 14 PS EXST BUILDING 1: 4,028 / 350 = 12 PS EXST BUILDING 2: EV REQUIRED: 5% OF MIN PS REQUIRED PROVIDED: 3 SPACES, COMPLIES 0.05 x 54 = 3 PS SITE AREA: TOTAL SITE AREA: 90,456 SF TOTAL LANDSCAPE: 26,133 SF LOADING PROVIDED: 12' WIDE BAYS COVERAGE: 63,836 SF (71%, COMPLIES) PARKING AREA: 35,735 SF PARKING LANDSCAPE (20% REQ): 7,807 SF (22%, COMPLIES) CARPOOL/VANPOOL REQUIRED: PROVIDED: 2 SPACES, COMPLIES COMMERCIAL FOR PARKING MIN REQ 34 - 65 PS FIRE-RESISTANCE-RATED CONSTRUCTION (CHAPTER 7) CONT. WAREHOUSE: GROUP S SECT. 311.1 4,428 GSF / 1 STORY, COMPLIES TABLE 506.3.3 PROPOSED AREA/STORIES: BUILDING 1: BUILDING 2: FRONTAGE INCREASE FACTOR: BUILDING 1: FIRE WALLS 2-HR REQUIRED, B OCCUPANCY SECT. 706.4 STRUCTURAL STABILITY REQUIRED SECT. 706.2 TERMINATE AT EXT WALL INTO COMBUSTIBLE EXTERIOR SHEATHING SECT 706.5x1 1-HR HORIZONTAL RATING 4'-0" EACH WAY PROPERTY LINE ASSUMED AT EXT. WALL TERMINATION SECT 706.5.1x2 VERTICAL CONTINUITY: TERMINATE AT ROOF SHEATHING, OK SECT 706.6x2 1-HR RATING AND NO ROOF OPENINGS WITHIN 4 FEET EA WAY, CLASS B ROOF ASSEMBLY MIN. OPENINGS CAN'T EXCEED 25% OF LENGTH OF WALL 80 LF @ 25% = 20 LF > 3 LF, COMPLIES FIRE BARRIERS N/A SECT 707 FIRE PARTITIONS N/A SECT 708 HORIZONTAL ASSEMBLIES N/A SECT 711 OPENING PROTECTIVE N/A SECT 716 FIRE EXTINGUISHERS REQUIRED, AS SHOWN ON PLAN FIRE ALARM B OCC, NOT REQUIRED SECT. 907.2.2 S OCC, NOT REQUIRED SECT. 907.2.10 24 SPACES, COMPLIES 39 SPACES, COMPLIES NEW PARKING: EXST PARKING: CO - COMMERCIAL OFFICE MEZZANINES: AREA LIMITED TO 13 OF ROOM IN WHICH MEZZANINE IS LOCATED SECT. 505.2.1 ALLOWABLE AREA: 4,730 SF / 3 = 1,575 SF MAX > 1,230 SF ACTUAL, COMPLIES ---PAGE BREAK--- SR A0.2 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SCALE: 1 CODE REVIEW FLOOR PLAN - FIRST FLOOR 1/8" = 1'-0" X X X X X X X X X X X X X X X X X X X X X X X SCALE: 2 CODE REVIEW FLOOR PLAN - MEZZANINE 1/8" = 1'-0" SYMBOL LEGEND OCCUPANCY CLASSIFICATION OCCUPANTS SQUARE FOOTAGE OF AREA OCCUPANT LOAD FACTOR EXIT EGRESS SIGN WITH BATTERY BACKUP ROOM B 0 10 1 REQUIRED EXIT EXIT FEC SEMI-RECESSED FIRE EXTINGUISHER CABINET 1,230 GSF 5 OCC TOTAL: 14,052 GSF 141 OCC MEZZ S-2 1,230 300 5 OFFICE B 4,313 150 29 WAREHOUSE S-2 4,560 500 10 OFFICE B 2,062 150 14 OPEN IT S-2 64 300 1 ELEC / ENTRY B 107 150 1 RM #2 B 419 15 28 CONF RM #1 B 263 15 18 CONF PLANS RM B 246 150 2 BREAK B 554 15 37 STOR B 184 300 1 BLDG 1: 9,624 GSF 112 OCC BLDG 2: 4,428 GSF 29 OCC EXIT EXIT EXIT EXIT EXIT EXIT EXIT FEC FEC FEC FEC FEC FEC FEC MEZZANINE: 13 MAX OF FLOOR BELOW WAREHOUSE = 4,624 SF 4,624 SF / 3 = 1,542 SF 1,230 SF < 1,542 SF, COMPLIES DN UP BUILDING A BUILDING B BUILDING A BUILDING B 1-HOUR RATED WALL, UL XXX 2-HOUR RATED WALL, UL XXX ---PAGE BREAK--- X X X X X X X X X X X X X X X X X X X X X X X X X X FDC HYD NO PARKING R28'-0" ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING CARPOOL / VANPOOL CARPOOL / VANPOOL R28'-0" R28'-0" COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT NO PARKING COMPACT SR A1.1 SCALE: 1 OVERALL SITE PLAN 1" = 30'-0" WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 1 A1.2 GENERAL NOTES APPLY TO ALL DRAWINGS. DIMENSIONS ARE TO EXISTING FACE OF STUDS, FACE OF MASONRY AND FACE OF CONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OF FINISHED SURFACE). DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FOR CLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THIS SURVEY HAS BEEN PROVIDED BY THE OWNER. INFORMATION SHOWN HEREIN IS INCLUDED FOR CONTRACTOR'S REFERENCE ONLY. AC+Co ARCHITECTURE DOES NOT WARRANT INFORMATION SHOWN HEREON AS NECESSARILY COMPLETE OR ACCURATE. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. SITE LEGEND NEW CONCRETE PAVEMENT JOINT NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS NEW CLEAN OUT, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS NEW MAN HOLE, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS NEW CATCH BASIN, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS CB EXISTING FIRE HYDRANT TO REMAIN, REFER TO CIVIL DRAWINGS HYD NEW DOWN SPOUT, REFER TO CIVIL DRAWINGS DS EXISTING LIGHT POLE TO REMAIN, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS NEW SIGN, DENOTES EXISTING TO REMAIN EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS NEW LANDSCAPED AREA AND TRENCH INFILL (WHERE OCCURS), REFER TO CIVIL AND LANDSCAPE DRAWINGS NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS PROPERTY LINE BOUNDARY, REFER TO OWNER FURNISHED SURVEY 1 A1.3 EXISTING TREE TO REMAIN, DENOTES NEW TREE, REFER TO CIVIL AND LANDSCAPE DRAWINGS NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS 2 A1.3 CO MH EXISTING EASEMENT TO REMAIN, REFER TO OWNER FURNISHED SURVEY. DESIGNATES NEW PROPOSED EASEMENT, DESIGNATES TO BE VACATED. EXISTING FENCE TO REMAIN, DESIGNATES TO BE REMOVED NEW BUILDING A RAY J GLATT CIRCLE EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 25'-9" 19'-1" 19'-5" 9'-0" 9'-9" 9'-1" 24'-0" 8'-2" 9'-0" 2 A1.1 HYD FDC SCALE: 2 ENLARGED SITE PLAN 1" = 10'-0" 18'-10" REFERENCE NOTES: EXISTING ASPHALT TO REMAIN 1 EXISTING PARKING STRIPE TO BE REMOVED 2 NEW PAINTED PARKING STRIPE, AT SIM CONDITION MODIFY AND EXTEND EXISTING PARKING STRIPE AS SHOWN 4 EXISTING PARKING STRIPE TO REMAIN 3 1 3 3 EXST NEW STRIPE STRIPE 15'-4" 4'-1" 4 SIM 4 3 3 2 HYD CONTINUED ON 3/A1.1 CONTINUED ON 1/A1.1 SCALE: 3 OVERALL SITE PLAN CONT. 1" = 30'-0" 1 HYD 157'-2" TO EXST ASPHALT 252'-7" TO NEW ASPHALT 1 1 30'-4" FIRE DISTANCE TO EXST HYD: 409'-9" <450', COMPLIES FIRE DISTANCE TO EXST HYD: 409'-9" <450', COMPLIES FIRE DISTANCE TO EXST HYD: 394'-3" <450', COMPLIES NEW BUILDING B 169'-8" 49'-5" 175'-2" FIRE ACCESS FIRE ACCESS FIRE ACCESS EASEMENT TO SOUTHERN PROPERTY WILL BE OBTAINED AND COMPLY WITH FIRE ACCESS ROAD STANDARDS PER 2022 OREGON FIRE CODE, APPENDIX D APPARATUS ACCESS ROADS SECTIONS D102-D103 27'-10" 483'-0" TO EXIST HYD FIRE DISTANCE TO EXST HYD: 510'-10" > 450', DOES NOT COMPLY, REQUESTING FIRE MARSHAL APPROVAL FOR DEVIATION HYD CONTINUED ON 1/A1.1 SCALE: 4 OVERALL SITE PLAN CONT. 1" = 30'-0" HYD CONTINUED ON 4/A1.1 FIRE DISTANCE TO EXST HYD: 510'-10" > 450', DOES NOT COMPLY, REQUESTING FIRE MARSHAL APPROVAL FOR DEVIATION BOONES FERRY RD BOONES FERRY RD ---PAGE BREAK--- X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NO PARKING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING CARPOOL / VANPOOL CARPOOL / VANPOOL COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT NO PARKING COMPACT SR A1.2 SCALE: 1 ENLARGED SITE PLAN 1" = 20'-0" WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 10 A1.3 GENERAL NOTES APPLY TO ALL DRAWINGS. DIMENSIONS ARE TO EXISTING FACE OF STUDS, FACE OF MASONRY AND FACE OF CONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OF FINISHED SURFACE). DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FOR CLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THIS SURVEY HAS BEEN PROVIDED BY THE OWNER. INFORMATION SHOWN HEREIN IS INCLUDED FOR CONTRACTOR'S REFERENCE ONLY. AC+Co ARCHITECTURE DOES NOT WARRANT INFORMATION SHOWN HEREON AS NECESSARILY COMPLETE OR ACCURATE. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. SITE LEGEND NEW CONCRETE PAVEMENT JOINT NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS NEW CLEAN OUT, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS NEW MAN HOLE, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS NEW CATCH BASIN, DESIGNATES EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS CB EXISTING FIRE HYDRANT TO REMAIN, REFER TO CIVIL DRAWINGS HYD NEW DOWN SPOUT, REFER TO CIVIL DRAWINGS DS EXISTING LIGHT POLE TO REMAIN, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS NEW SIGN, DENOTES EXISTING TO REMAIN EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS NEW LANDSCAPED AREA AND TRENCH INFILL (WHERE OCCURS), REFER TO CIVIL AND LANDSCAPE DRAWINGS NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS PROPERTY LINE BOUNDARY, REFER TO OWNER FURNISHED SURVEY 1 A1.3 EXISTING TREE TO REMAIN, DENOTES NEW TREE, REFER TO CIVIL AND LANDSCAPE DRAWINGS NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS 2 A1.3 CO MH EXISTING EASEMENT TO REMAIN, REFER TO OWNER FURNISHED SURVEY. DESIGNATES NEW PROPOSED EASEMENT, DESIGNATES TO BE VACATED. EXISTING FENCE TO REMAIN, DESIGNATES TO BE REMOVED NEW BUILDING A DEMO AND NEW PORTION OF EXISTING PARKING LOT, LIKE FOR LIKE REFERENCE NOTES: EXISTING ASPHALT TO REMAIN, AT SIM TO BE REMOVED 1 EXISTING LANDSCAPED AREA TO REMAIN 2 NEW ASPHALT, CONCRETE OR LANDSCAPING INFILL TO MATCH EXISTING FOR UTILITY CONNECTION AND NEW CURB CONSTRUCTION, REFER TO CIVIL DRAWINGS 3 EXISTING PARKING STRIPE TO REMAIN 4 5 6 7 8 9 EXISTING WHEEL STOP TO REMAIN 10 11 12 NEW CONCRETE RETAINING WALL, REFER TO STRUCTURAL DRAWINGS EXISTING MONUMENT SIGN TO REMAIN EXISTING PARKING STRIPE TO BE REMOVED. AT SIM CONDITION, TO BE RESTRIPED AFTER UTILITY TRENCHING. EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING BUILDING TO REMAIN 13 NEW 4" PAINTED SAFETY STRIPES AT 24" OC 14 NEW CONCRETE ADA RAMP 15 16 17 18 11 A1.3 19 NEW CONCRETE WHEEL STOP NEW PAINTED ARROW MARKINGS 12 A1.3 NEW HANDICAP ACCESSIBLE PARKING SIGN NEW PAINTED HANDICAP SYMBOL NEW DEDICATED BICYCLE PARKING AREA NEW BIKE RACK 7 A1.3 8 A1.3 9 A1.3 4 A1.3 NEW VAULT AND DDCA, REFER TO CIVIL DRAWINGS NEW 12" TALL PAINTED LETTERING, 'COMPACT'. AT SIM CONDITION, 'NO PARKING' 20 21 23 24 25 26 27 28 5 A1.3 NEW EV PAINTED SYMBOL PER CITY STANDARDS, AT SIM CONDITION 'EV READY' STALL PER OREGON HB2180 22 NEW 12" TALL PAINTED LETTERING, 'CARPOOL / VANPOOL' NEW DETENTION POND, REFER TO CIVIL DRAWINGS NEW TRASH ENCLOSURE FUTURE OFFICE BUILDING SITE EXISTING CURB TO BE REMOVED 13 A1.3 14 A1.3 EXISTING SIGNIFICANT TREE TO REMAIN, PROVIDE PROTECTION MEASURES PER CITY STANDARDS SECT 3.06.08 8 1 1 1 26 2 2 2 2 2 3 3 3 3 3 4 4 4 5 26 1 SIM 1 SIM 1 SIM 5 SIM 1 SIM 6 6 6 7 7 6 72'-1" 10 10 12'-0" 11 TYP OF 6 11 TYP OF 4 11 TYP OF 11 12 13 13 14 16 TYP OF 3 17 17 18 TYP OF 3 19 19 DS DS COL DS DS DS DS DS DS DS DS DS DS DS DS COL 24 20 SIM 21 22 23 25 28 28 EXISTING EASEMENT TO BE VACATED 29 29 27 26 MH MH CB CB CO CO FENCE FENCE 1 1 4 A C A C 4 11'-9" 10'-0" MIN 27'-0" PROPOSED UTILITY EASEMENT 11'-9" 19'-0" 26'-2" 9'-0" PS AT 9'-0" WIDE EA = 45'-0" 24'-0" 19'-0" 4'-8" 150'-0" TO NORTH PL COMPACT PS AT 8'-0" WIDE EA = 56'-0" 24'-0" PS AT 9'-0" WIDE EA = 54'-0" PS AT 9'-0" WIDE EA = 54'-0" 7'-8" 5'-10" 33'-7" 5'-10" PS AT 9'-0" WIDE EA = 63'-0" 18'-3" 6'-0" 27'-3" 104'-9" 248'-5" 5'-0" 70'-7" 167'-9" 6'-6" 9 9'-0" 9'-0" 9'-0" 9'-1" 9'-0" 9'-0" 9'-2" 9'-4" 9'-0" 9'-0" 9'-0" 9'-7" 8'-0" 19'-5" 27'-6" 19'-2" 7'-7" HB 15 16 TYP OF 3 15 HB HB HB 13 20 1 4 4 2 24'-0" 22'-7" 23'-5" 5'-0" 96'-1" NEW ASPHALT 6" 21 SIM 21 SIM 21 SIM NEW BUILDING B CURB RADII LEGEND: 1 2 3 4 1'-0" 3'-0" 5'-0" 6'-0" 1 1 2 2 2 2 2 2 2 2 2 2 4 3 13'-4" PS AT 9'-0" WIDE EA = 54'-0" 19'-0" 20'-0" PROPOSED ACCESS EASEMENT NEW PAINTED PARKING STRIPE PER WDO SECTION 3.05 FIGURE 3.05C 30 30 30 30 30 30 30 20 30 10'-0" 8'-5" ---PAGE BREAK--- SR A1.3 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 ASPHALT CONCRETE PAVEMENT OVER BASE COURSE PER CIVIL SCALE: CONCRETE CURB 2 1 1/2" = 1'-0" 22079-A1.4-02 12" RADIUS 16" DEEP CONC CURB PER CIVIL LANDSCAPE AREA AND/OR CONCRETE SIDEWALK PER CIVIL PER CIVIL 8" 6" 6" 1" 3 8" 4" 4" CONTROL JOINT EXPANSION JOINT EXPANSION JOINT MATERIAL WITH SEALANT SMOOTH FINISH SMOOTH FINISH 12" RADIUS BROOM FINISH CONCRETE SLAB PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL BROOM FINISH 12" RADIUS SCALE: 1 CONCRETE JOINT DETAILS 1 1/2"=1'-0" 24041-A1.3-01 1 2 2" DIA. SCHEDULE 40 PIPE WITH EMBEDDED ANCHOR MOUNT, POWDER COAT FINISH NEW CONCRETE, REFER TO CIVIL DRAWINGS NOTES: SCALE: BIKE RACK ANCHORAGE DETAIL 4 3/4" = 1'-0" 24041-A1.3-04 22" 1 2 3'-0" 2" 3 2 1 SIDE VIEW FRONT VIEW NEW LAG BOLTS AND PLATE, ANCHOR PER MANUFACTURER 3 3 SCALE: BIKE RACK PLAN DETAIL 5 3/4" = 1'-0" 24041-A1.3-05 CL 6'-0" 2'-0" 2'-0" 2"x3" DOWNSPOUT 1"x16 GA PRE-FINISHED HANGER STRAP FACE OF WALL TYP 1" SCALE: DOWNSPOUT HANGER 6 3" = 1'-0" 24041-A1.3-06 1"x16 GA SPACER - WIDTH TO MATCH DS WIDTH - DEPTH AS REQUIRED FOR STRAIGHT TRANSITION TO HUB - SECURE TO FACE OF WALL EACH SIDE AS REQUIRED FOR TRANSITION TO HUB SCALE: ACCESSIBLE PARKING SPACE SIGN 7 1" = 1'-0" 24041-A1.3-07 1'-6" 1" 9" 4" 5" 1'-0" 2" 2" 2" 7'-0" 1" 2" 1'-6" 214" 2" 1" 112" 214" 2"x2"x7/8" GALV. STEEL TUBE POST. (CAP TOP OF POST) EMBED IN 12" DIA. CONC. TO DEPTH OF SECURE SIGNS WITH STAINLESS STEEL R.H. SCREWS & WASHERS (PAINT WHITE) NOTE: ALL SIGNS TO HAVE RETROFLECTIVE PAINT PROVIDE 'VAN ACCESSIBLE' SIGN AT ALL SPACES ADJACENT TO LEFT SIDE OF 8'-0" WIDE AISLE GREEN BORDER AND LETTERING .080 SHEET ALUM. PAINT BOTH SIDES WHITE HANDICAP SYMBOL IN BLUE FIELD 2" HIGH GREEN LETTERS (HELVETICA NARROW) FROM BOTTOM OF SIGN TO PAVING SIGN NO. OR7-8 SIGN NO. OR7-8a 1'-6" 1'-0" 3" 112" 4" 2" 112" 12" 112" 1" 3" RED BORDER AND LETTERING .080 SHEET ALUM. PAINT BOTH SIDES WHITE HANDICAP SYMBOL IN BLUE FIELD 3" HIGH WHITE LETTERS (HELVETICA NARROW) 1-1/2" HIGH RED LETTERS (HELVETICA NARROW) SIGN NO. OR7-9 SCALE: ACCESSIBLE LOADING SPACE SIGN 8 1" = 1'-0" 24041-A1.3-08 1" 8" 7'-0" 1" 57 8" 118" 2"x2"x7/8" GALV. STEEL TUBE POST. (CAP TOP OF POST) EMBED IN 12" DIA. CONC. TO DEPTH OF SECURE SIGNS WITH STAINLESS STEEL R.H. SCREWS & WASHERS (PAINT WHITE) NOTE: ALL SIGNS TO HAVE RETROFLECTIVE PAINT PROVIDE SIGN NO. OR7-9a WHEN BACK OF WALK DIRECTLY BEHIND ACCESS AISLE IS NOT AVAILABLE FOR SIGN PLACEMENT AND SIGN MUST BE PLACED TO ONE SIDE OF PEDESTRIAN ACCESS RAMP FROM BOTTOM OF SIGN TO PAVING SCALE: HANDICAPPED SYMBOL 9 3/4" = 1'-0" 24041-A1.3-09 4" 4" 4" 4" 1'-7" 4" 1'-0" 10" 1'-6" 1'-0" 1'-8" 20° 20° 2" R1'-8" R4" 5° PAINT WHITE SCALE: PAVEMENT MARKING 12 1/4" = 1'-0" 24041-A1.3-12 PAINTED PAVEMENT MARKING 2'-2" 1'-10" 3'-0" 4'-9" DIRECTIONAL ARROW ARROW AT PUBLIC ROADWAY MATCH TO CITY STANDARDS 1" 4" 1" 3" 2" SCALE: CONCRETE WHEEL STOP 11 1 1/2" = 1'-0" 24041-A1.3-11 6'-0" LONG, U.O.N., PRECAST CONCRETE PARKING BUMPER 3 4" DIAMETER HOLES EACH BUMPER 12" DIAMETER ANCHOR PINS PER BUMPER PROVIDE 1" x 6" DRAINAGE SLOTS PER BUMPER 19'-0" 1 4 NOTES: 1 2 3 4 SCALE: ACCESSIBLE PARKING STALLS 10 1" = 10'-0" 24041-A1.3-10 4" WIDE PAINTED LINES ADA PARKING SPACE SYMBOL ACCESSIBLE PARKING SPACE SIGN LOADING ZONE SIGN 1 CL CL NO PARKING 5 12" HIGH PAINTED LETTERING 'NO PARKING' PER (ORS) 447.233 5 CL 4 9'-0" 9'-0" 9'-0" 2 3 2 SCALE: 13 TRASH ENCLOSURE SECTION 1/2" = 1'-0" 24041-A1.3-13 FFE #4s @ 24" O.C. 1'-6" 1'-0" 4'-0" 1'-0" 12" MIN 6'-0" HIGH CHAIN-LINK GATE WITH PRIVACY SLATS T/O CMU 7'-0" #4 TOP & BOT. #3s @ 32" O.C. 8" CMU - GROUT SOLID & REINFORCED, REFER TO STRUCTURAL PRE-CAST CONCRETE CAP SCALE: 3 NOT USED SCALE: TRASH ENCLOSURE ELEVATIONS 14 1/4" = 1'-0" 24041-A1.3-14 A 14'-8" 14'-8" 8" 2'-0" 9'-4" B 8" 2'-0" NORTH EAST, SOUTH, WEST CHAIN-LINK FENCE AND GATE WITH PRIVACY SLATS COLOR #2 20% OF WALL SURFACE AREA COLOR #1 80% OF WALL SURFACE AREA SCALE: CHAINLINK FENCING 15 1/2" = 1'-0" 24041-A1.3-15 6'-0" CORNER POST 6" TENSION WIRE TURN BUCKLE STRETCHER BAR DIAGONAL BRACE HORIZONTAL BRACE 1 5/8" OD TOP RAIL 3'-6" 3'-6" 1'-0" TYP. 6" 1'-0" 6" 6" MIN. 5'-6" SCALE: GATE DETAIL 16 1 1/2" = 1'-0" 24041-A1.3-16 HINGE GATE POST CHAIN LINK FABRIC GATE FRAME PROVIDE CONCRETE SLEEVE FOR CANE BOLT CONCRETE FOOTING ---PAGE BREAK--- 1 2 3 4 1 2 3 4 A C B A C B WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SSR A2.1 SCALE: 1 FIRST FLOOR PLAN 1/8"=1'-0" 7 A5.1 C A C CL GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS 2 A3.2 2 A3.2 1 A3.2 1 A3.2 3 A3.2 3 A3.2 ENTRY 100 CONF #2 101 CONF #1 102 WOMENS 104 HALL 103 MENS 107 UNI-SEX 105 HALL 106 PLANS 108 STOR 109 BREAK 110 OPEN OFFICE 112 WAREHOUSE 150 MEZZ (ABOVE) 250 TENANT 160 I.T. / ELEC 151 OPEN OFFICE 111 183'-0" 61'-0" 61'-0" 61'-0" 183'-0" 61'-0" 61'-0" 61'-0" 79'-9" 41'-3" 38'-6" 79'-9" 41'-3" 38'-6" 5'-9" 6'-0" RO 7'-0" 3'-0" RO 6'-0" 3'-0" RO 6'-0" 3'-0" RO 1'-6" 5'-8" 6'-0" RO 2'-6" 6'-0" RO 4'-6" 3'-9" 12'-8" RO 3'-11" 6'-2" RO 6" 2'-0" 6'-0" 12'-8" RO 2'-8" 5'-4" 12'-4" RO 5'-4" 7'-6" 5'-4" 12'-4" RO 5'-4" 5'-5" 12'-8" RO 5'-9" 12'-8" RO 5'-8" 12'-8" RO 6'-2" 6'-8" CL 27'-0" 2'-3" 4'-0" RO 6'-11" 3'-0" 2'-10" 1'-10" CL 7'-6" 7'-6" 10'-6" 6'-0" RO 14'-6" 2'-1" 6'-0" RO 6'-0" RO 10'-6" 5'-0" 8'-6" 3'-0" RO 7'-9" 3'-10" 6'-0" RO 8'-1" 3'-0" RO 7'-0" 6'-10" 30'-6" 5'-10" 8'-8" GCJ GCJ GCJ GCJ GCJ GCJ GCJ GCJ 5'-6" 10'-10" 8'-7" 3'-9" 18'-1" 4'-6" 3'-0" 5'-4" 10" 3'-8" CL 4'-6" 4'-10" 1'-10" 6'-0" CG CG CG CG CG CG CG CG CG CG CG CG 5'-8" 5'-4" 2'-2" 101 102 104 107 105 109 110A 112 151 100 106 150A 150B 6'-6" 150D 160B 160A 150C FEC FEC FEC FEC FEC FEC UP C D D D C D 3'-0" RO D D C C C C B B A A 16'-8" 150E 150F COL COL COL COL COL COL COL COL DS DS DS DS DS DS DS DS DS DS DS DS DS DS COL COL COL COL COL COL COL COL COL 15'-0" CL FOC CG 4 A4.1 4 A4.1 SIM 2 A4.1 3'-6" B 3 A5.1 B C A D 1 A5.1 B A C REFERENCE NOTES: 1 2 3 4 5 6 7 10 11 13 8 9 12 14 PLUMBING FIXTURE, REFER TO PLUMBING DEIGN/BUILD DRAWINGS 15 OFCI FURNITURE PARTIAL HEIGHT WALL WITH WOOD CAP, REFER TO OFCI REFRIGERATOR, REFER TO ELECTRICAL AND PLUMBING DESIGN/BUILD DRAWINGS STAIR AND HANDRAIL REFER TO A7.1 AND A7.2 PROVIDE PLYWOOD UNDER GYPSUM WALLBOARD FOR SHEAR WALL, REFER TO STRUCTURAL DRAWINGS CASEWORK, REFER TO A5.1 OFCI COPY MACHINE, PROVIDE DEDICATED CIRCUIT, REFER TO STRUCTURAL AND ELECTRICAL DESIGN/BUILD DRAWINGS STEEL ROOF CANOPY SYSTEM ABOVE CHAIN-LINK FENCING TO UNDERSIDE OF STRUCTURE WITH GATES 7 A5.1 SYMBOL LEGEND: FEC SEMI-RECESSED FIRE EXTINGUISHER AND CABINET ELECTRICAL PANEL, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS EP DOOR, FRAME AND HARDWARE, REFER TO DOOR SCHEDULE 000 FLOOR DRAIN, SLOPE TO DRAIN WHERE INDICATED, REFER TO STRUCTURAL AND PLUMBING DESIGN/BUILD DRAWINGS FD DOWNSPOUT, CONNECT TO STORM DRAIN SYSTEM PER CIVIL DRAWINGS DS WINDOW, REFER TO A8.1 A COLUMN, REFER TO STRUCTURAL DRAWINGS COL CG GCJ GYPSUM WALLBOARD CONTROL JOINT 4 A8.2 CORNER GUARD OR CHANNEL GUARD, REFER TO SPECIFICATIONS 3 A8.2 2x4 WOOD STUDS AT 16" OC WITH 5 8" GYPSUM WALLBOARD EACH SIDE, TO UNDERSIDE OF STRUCTURE, U.O.N. FREEZE-PROOF HOSE BIBB, REFER TO PLUMBING DESIGN/BUILD DRAWINGS HB 3 A3.3 2x6 WOOD STUDS AT 16" OC WITH 5 8" GYPSUM WALLBOARD EACH SIDE, TO UNDERSIDE OF STRUCTURE 2x6 WOOD STUDS AT 16" OC WITH STONE VENEER BASE ON EXTERIOR AND 5 8" GYPSUM WALLBOARD INTERIOR WITH BATT INSULATION 6 A1.3 NEW 1-HOUR RATED WALL, REFER TO NEW 2-HOUR RATED WALL, REFER TO 4 A3.3 1 A3.5 E F 5 A5.1 B A FD FD FD HB HB HB OFCI SYSTEMS FURNITURE, PROVIDE POWER AS NEEDED, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS MEZZANINE ABOVE FUTURE RESTROOM, NIC 13 1 1 2 3 3 3 3 3 3 4 4 4 4 5 6 6 6 6 7 7 8 8 9 10 2 2 2 15 A1.4 SIM 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 COL COL COL COL ROUGH-IN FOR FUTURE UTILITY SINK, REFER TO PLUMBING DESIGN/BUILD DRAWINGS 14 HB HB CG CG 2'-4" 5 OFCI TV, PROVIDE BLOCKING 15 1'-6" MIN 1'-3" 3'-8" 1'-10" 1'-2" CG 17 A8.1 110B 4 4 A3.3 12 ---PAGE BREAK--- WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SSR A2.2 SCALE: 1 MEZZANINE PLAN 1/8"=1'-0" GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS 2 A3.2 2 A3.2 1 A3.2 1 A3.2 3 A3.2 3 A3.2 (BELOW) ENTRY 100 (BELOW) CONF #2 101 (BELOW) CONF #1 102 (BELOW) UNI-SEX 104 (BELOW) HALL 103 (BELOW) UNI-SEX 107 (BELOW) UNI-SEX 105 (BELOW) HALL 106 (BELOW) PLANS 108 (BELOW) STOR 109 (BELOW) BREAK 110 (BELOW) OPEN OFFICE 112 (BELOW) WAREHOUSE 150 MEZZ 250 (BELOW) TENANT 160 (BELOW) I.T. / ELEC 151 (BELOW) OPEN OFFICE 111 183'-0" 61'-0" 61'-0" 61'-0" 183'-0" 61'-0" 61'-0" 61'-0" 79'-9" 41'-3" 38'-6" 79'-9" 41'-3" 38'-6" 30'-6" FEC DN REFERENCE NOTES: 1 2 3 PARTIAL HEIGHT WALL WITH WOOD CAP, REFER TO STAIR AND HANDRAIL REFER TO A7.1 AND A7.2 SYMBOL LEGEND: FEC SEMI-RECESSED FIRE EXTINGUISHER AND CABINET COLUMN, REFER TO STRUCTURAL DRAWINGS COL 2x6 WOOD STUDS AT 16" OC WITH 5 8" GYPSUM WALLBOARD EACH SIDE, TO UNDERSIDE OF STRUCTURE 1 2 3 4 1 2 3 4 A C B A C B 34'-9" 26'-3" 23'-7" 17'-3" 2" 1'-0" 37'-3" GUARDRAIL, REFER TO 18 A8.2 7 A5.1 1 2 3 3 3 COL COL 4 A3.3 ---PAGE BREAK--- 1 2 3 4 1 2 3 4 A C B A C B WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SR A2.3 SYMBOL LEGEND: DS PRE-FINISHED METAL DOWNSPOUT, CONNECT TO STORM DRAIN SYSTEM PER CIVIL DRAWINGS REFERENCE NOTES: ASPHALT SHINGLE ROOF SYSTEM 1 PRE-FINISHED METAL GUTTER VTR VENT THRU ROOF, REFER TO MECHANICAL DESIGN/BUILD DRAWINGS STEEL ROOF CANOPY SYSTEM BELOW, REFER TO 8 A8.2 6 A1.3 SCALE: 1 ROOF PLAN 1/8"=1'-0" 2 A3.2 2 A3.2 1 A3.2 1 A3.2 3 A3.2 3 A3.2 183'-0" 61'-0" 61'-0" 61'-0" 61'-0" 61'-0" 61'-0" 183'-0" 38'-6" 41'-4" 79'-9" 38'-6" 41'-4" 79'-9" GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS 5 8" TYPE GYPSUM WALLBOARD WRAPPING BOTTOM SIDE OF ROOF STRUCTURE 4'-0" EACH SIDE OF 2-HOUR RATED FIRE WALL 1 A3.4 NEW FIRE RATED WALL BELOW, NO PENETRATIONS IN ROOF 4' EACH WAY 2 3 4 SLOPE 6:12 SLOPE 4:12 SLOPE 6:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 2'-0" 2'-0" 2'-0" 2'-0" 9'-10" 5'-6" 2'-0" 15'-4" 5'-10" 15'-4" 5'-2" 2'-0" 3'-2" 22'-6" 25'-2" 28'-0" 59'-0" 2'-0" 16'-0" 2'-0" 6'-0" 8'-0" 2'-0" 2'-0" 58'-11" 2'-1" 17'-0" DS DS DS DS DS DS DS DS DS DS DS DS DS DS 1 1 1 1 2 COL (BELOW) COL (BELOW) 2 2 2 2 2 2 2 3 3 4 4 4 7 A8.2 9 A8.2 BELOW 8 A8.2 RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE VALLEY VALLEY 1 A3.4 6 A8.2 9 A8.2 BELOW 8 A8.2 6 A8.2 6 A8.2 7 A8.2 2 A3.4 3 A3.4 4 A3.4 4 A3.3 5 A3.4 7 A8.2 ---PAGE BREAK--- WOODBURN CONSTRUCTION 0000 T/O PLATE 17'-0" T/O PLATE 13'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" 12 6 9 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SR A3.1 GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS DOOR PER PLAN WINDOW PER PLAN COLUMN OR BEAM PER STRUCTURAL HORIZONTAL FIBER CEMENT LAP SIDING, 6" EXPOSURE, PAINT VERTICAL FIBER CEMENT BOARD AND BATTEN SIDING, PAINT FIBER CEMENT TRIM, PAINT, REFER TO STONE VENEER, STEP WITH GRADE, WHERE OCCURS, REFER TO STONE SILL, REFER TO REFERENCE NOTES: 1 2 3 4 5 6 7 8 11 12 9 10 14 13 17 A8.2 10 A8.2 3 A3.3 6 A1.3 15 ASPHALT SHINGLE ROOF PRE-FINISHED SHEET METAL GUTTER, DOWNSPOUT, REFER TO FIBER CEMENT FASCIA, PAINT STEEL CANOPY WITH STEEL TIE-RODS, REFER TO STRUCTURAL DRAWINGS, PAINT OFCI SIGNAGE, COORDINATE SIZE AND LOCATION WITH OWNER. PROVIDE POWER, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS. 6" TALL METAL BUILDING ADDRESS NUMBER, REFER TO SPECIFICATIONS WALL-MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS KNOX BOX, LOCATE PER FIRE DEPARTMENT REQUIREMENTS 16 11 8 MEZZ @ WAREHOUSE 10'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" 3 A3.2 2 A3.2 1 2 3 4 SCALE: 1 NORTH ELEVATION 1/8" = 1'-0" SCALE: 3 EAST ELEVATION 1/8" = 1'-0" SCALE: 2 SOUTH ELEVATION 1/8" = 1'-0" 3 A3.2 2 A3.2 1 2 3 4 SCALE: 4 WEST ELEVATION 1/8" = 1'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" 1 A3.2 1 A3.2 C B A A C B 6 12 10 1 2 2 2 2 1 1 1 7 6 12 10 7 8 4 8 4 5 14 8 9 13 10 11 9 10 11 9 11 3 10 11 7 10 6 7 8 10 4 3 5 4 4 6 10 8 6 6 8 6 A8.2 8 A8.2 17 A8.2 14 A8.1 7 A8.2 17 A8.2 17 A8.2 BEYOND 17 A8.2 7 A8.2 A8.2 10 - - 14 A8.2 6 9 11 10 1 2 1 1 6 10 5 4 6 9 10 11 9 10 11 9 10 11 10 6 4 6 10 6 8 A8.2 17 A8.2 17 A8.2 17 A8.2 5 2 2 2 4 17 A8.2 4 4 11 6 10 8 A8.2 17 A8.2 2 2 4 6 4 10 7 8 3 10 11 5 11 9 6 2 6 5 8 A8.2 BEYOND 4 12 11 6 10 8 A8.2 17 A8.2 2 2 4 6 4 10 8 3 10 11 9 6 2 6 5 4 12 8 A8.2 BEYOND 2 2 2 15 15 15 16 6 T/O PLATE 17'-0" T/O PLATE 13'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" 6 A8.2 11 4 12 4 12 A8.2 10 7 A8.2 7 A8.2 6 A8.2 6 A8.2 12 A8.2 11 A8.2 ---PAGE BREAK--- WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SR A3.2 SCALE: 3 BUILDING SECTION 1/8"=1'-0" SCALE: 1 BUILDING SECTION 1/8"=1'-0" F.F.E. 0'-0" GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS MEZZANINE 250 PLAN ROOM 108 OPEN OFFICE 112 WAREHOUSE 150 TENANT 160 SCALE: 2 BUILDING SECTION 1/8"=1'-0" F.F.E. 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" F.F.E. 0'-0" WAREHOUSE 150 MEZZANINE 250 HALL 103 CONFERENCE NO. 1 101 OPEN OFFICE 112 BREAK 110 1 A3.4 1 A3.3 3 A3.3 2 A3.3 F.F.E. 0'-0" T/O MEZZANINE 10'-0" T/O MEZZANINE 10'-0" T/O PLATE VARIES T/O MEZZANINE 10'-0" T/O PLATE 17'-0" T/O MEZZANINE 10'-0" T/O PLATE 17'-0" T/O PLATE 13'-0" T/O PLATE 13'-0" SUPER CAGE NO. 5 SUPER CAGE NO. 2 TOOL CAGE T/O PLATE VARIES T/O PLATE VARIES T/O PLATE VARIES 2 A3.2 2 A3.2 1 A3.2 POWER TOOL CAGE POWER TOOL CAGE 1 A3.2 ---PAGE BREAK--- CJA A3.3 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 STONE VENEER EXTERIOR WALL: · STONE VENEER · LATH AND MORTAR COAT · LAYERS INFILTRATION BARRIER · 1x P.T. FURRING STRIPS AT 8" O.C. · INFILTRATION BARRIER · PLYWOOD SHEATHING, REFER TO STRUCTURAL · 2x6 WOOD FRAMING 16" O.C. · R-21 BATT INSULATION · VAPOR BARRIER · 5 8" GYPSUM WALLBOARD, PAINT MEZZANINE FLOOR SYSTEM: · PLYWOOD SHEATHING, REFER TO STRUCTURAL · FLOOR JOISTS, REFER TO STRUCTURAL HORIZONTAL SIDING EXTERIOR WALL: · FIBER CEMENT LAP SIDING · 1" PT FURRING STRIPS · INFILTRATION BARRIER · PLYWOOD SHEATHING, REFER TO STRUCTURAL · 2x6 WOOD FRAMING 16" O.C. · R-21 BATT INSULATION · VAPOR BARRIER · 5 8" GYPSUM WALLBOARD, PAINT BOARD AND BATTEN EXTERIOR WALL: · FIBER CEMENT BOARD AND BATTEN SIDING · 1x P.T. FURRING STRIPS · INFILTRATION BARRIER · PLYWOOD SHEATHING, REFER TO STRUCTURAL · 2x6 WOOD FRAMING 16" O.C. · R-21 BATT INSULATION · VAPOR BARRIER · 5 8" GYPSUM WALLBOARD, PAINT CONCRETE FOOTING: · CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS · STRUCTURAL FILL, REFER TO STRUCTURAL DRAWINGS · COMPACTED SUBGRADE WINDOW TRIM AND FLASHING, PAINT 3 A3.3 CONCRETE SLAB ON GRADE 1 B A SCALE: 1 WALL SECTION 3/4" = 1'-0" SCALE: 2 WALL SECTION 3/4" = 1'-0" SCALE: 3 WALL SECTION 3/4" = 1'-0" SCALE: 4 WALL SECTION - 1 HOUR RATED 3/4" = 1'-0" GA WP 8109 F.F.E. 0'-0" F.F.E. 0'-0" CLNG HEIGHT PER RCP MEZZANINE 10'-0" 3'-6" T/O PLATE VARIES T/O PLATE 17'-0" ASPHALT SHINGLE ROOFING: · ASPHALT SHINGLES · UNDERLAYMENT · PLYWOOD SHEATHING PER STRUCTURAL · ROOF TRUSSES PER STRUCTURAL · 1" AIR GAP · R-XX BATT INSULATION · VAPOR BARRIER 8 A8.2 8 A8.1 13 A8.1 13 A8.1 SIM 10 A8.2 15 A8.2 18 A8.2 HEADER PER STRUCTURAL SUSPENDED ACOUSTIC CEILING SYSTEM 6" WINDOW PER PLAN WINDOW TRIM AND FLASHING, PAINT OUTRIGGER PER STRUCTURAL 3 A3.3 TRUSS GIRDER PER STRUCTURAL ASPHALT SHINGLE ROOFING CONCRETE SLAB ON GRADE: · CONCRETE SLAB PER STRUCTURAL · VAPOR BARRIER · AGGREGATE BASE PER GEOTECHNICAL REPORT · COMPACTED SUBGRADE 16 A8.2 FOOTING DRAIN: · 4" PERFORATED DRAIN PIPE CONNECT TO STORM DRAIN, SLOPE BY GRAVITY, REFER TO CIVIL DRAWINGS · 6" OPEN GRADED 3 4" ROCK, BACKFILL ALL SIDES, WRAP IN FILTER FABRIC (MIRAF/140N OR APPROVED) 2 A3.3 CONCRETE FOOTING BEAM PER STRUCTURAL STEEL PIPE GUARDRAIL, ANCHOR PER STRUCTURAL BEAM PER STRUCTURAL, BEYOND CHAIN-LINK FENCING WITH GATES PER PLAN BEAM PER STRUCTURAL, BEYOND 3 A3.3 CONCRETE SLAB ON GRADE 15 A1.3 PRE-FINSIHED METAL GUTTER AND DOWNSPOUT FIRE BLOCKING AT 10'-0" o.c VERTICALLY TYP EACH BAY 7 A8.2 STONE VENEER SILL PRE-FINISHED METAL DRIP FLASHING 2 A3.3 CONCRETE FOOTING 10 A8.2 15 A8.2 2 A3.3 CONCRETE FOOTING 4 A3.3 STONE VENEER EXTERIOR WALL 3 A3.3 CONCRETE SLAB ON GRADE STONE VENEER SILL PRE-FINISHED METAL DRIP FLASHING 1-HR RATED EXTERIOR WALL: · FIBER CEMENT BOARD AND BATTEN SIDING · 1x P.T. FURRING STRIPS · INFILTRATION BARRIER · 5 8" TYPE GYPSUM WALLBOARD · PLYWOOD SHEATHING, REFER TO STRUCTURAL · 2x6 WOOD FRAMING 16" O.C. · R-21 BATT INSULATION · VAPOR BARRIER · 5 8" TYPE GYPSUM WALLBOARD PRE-FINSIHED METAL GUTTER AND DOWNSPOUT 7 A8.2 SIM 3 A3.3 ASPHALT SHINGLE ROOFING T/O PLATE 13'-0" 5 8" TYPE GYPSUM WALLBOARD, 4'-0" EACH SIDE OF 2-HR RATED WALL ---PAGE BREAK--- CJA A3.4 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 5 8" TYPE GYPSUM WALLBOARD, 4'-0" EACH SIDE OF 2-HR RATED WALL F.F.E. 0'-0" SCALE: 1 WALL SECTION - 2 HOUR RATED 3/4" = 1'-0" F.F.E. 0'-0" T/O PLATE VARIES T/O PLATE 17'-0" T/O PLATE 13'-0" A 8 A8.2 SIM 9 A8.2 2-HR RATED EXTERIOR WALL (INTERIOR): · TYPE GYPSUM WALLBOARD · 3" ACOUSTIC BATT INSULATION · 2x4 WOOD FRAMING AT 16" O.C. · 3 4" MIN AIR GAP · LAYERS 1" GYPSUM PANELS BETWEEN METAL H-STUDS · 3 4" MIN AIR GAP · 2x4 WOOD FRAMING AT 16" O.C. · 3" ACOUSTIC BATT INSULATION · TYPE GYPSUM WALLBOARD 2-HR RATED EXTERIOR WALL (EXTERIOR): · FIBER CEMENT LAP SIDING · 1" PT FURRING STRIPS · INFILTRATION BARRIER · PLYWOOD SHEATHING, REFER TO STRUCTURAL · TYPE GYPSUM WALLBOARD · 3" ACOUSTIC BATT INSULATION · 2x4 WOOD FRAMING AT 16" O.C. · 3 4" MIN AIR GAP · LAYERS 1" GYPSUM PANELS BETWEEN METAL H-STUDS · 3 4" MIN AIR GAP · 2x4 WOOD FRAMING AT 16" O.C. · 3" ACOUSTIC BATT INSULATION · TYPE GYPSUM WALLBOARD 3 A3.3 ASPHALT SHINGLE ROOFING 16 A8.1 16 A8.1 SIM 2 A3.3 CONCRETE FOOTING 5 8" TYPE GYPSUM WALLBOARD, 4'-0" EACH SIDE OF 2-HR RATED WALL FIRE RATED DOOR PER PLAN 3 A3.3 CONCRETE SLAB ON GRADE SCALE: 2 CANOPY AT WALL FACE 3" = 1'-0" 24041-A3.4-02 SCALE: SCALE: 3 CANOPY AT FASCIA & STRUCTURAL SUPPORT 3" = 1'-0" 24041-A3.4-03 SCALE: 4 CANOPY AT STRUCTURAL SUPPORT 3" = 1'-0" 24041-A3.4-04 SCALE: SCALE: 5 CANOPY AT RAKE END FASCIA 3" = 1'-0" 24041-A3.4-05 SCALE: SUPPORT ROD, CLEVIS AND 14" PLATE MOUNTING BRACKET; REFER TO STRUCTURAL DRAWINGS MEMBRANE ROOFING; LAP 4" OVER DRIP FLASHING 12" COVER BOARD 1 12" x 20 GA CORRUGATED DECKING; REFER TO 8" SELF-ADHERING MEMBRANE FLASHING; LAP OVER EDGE FLASHING 20 GA PRE-FINISHED EDGE FLASHING 20 GA PRE-FINISHED DRIP FLASHING SSMA 800T200-97 TRACK + SSMA800S200-97 STUD BOX PERIMETER FRAME, TYP SSMA 600T162-97 TRACK, CONTINUOUS PAIR SSMA600S200-97 STUDS BACK-TO-BACK; REFER TO 2" x 2" x 316" x 4" GALV ANGLE BEAM SUPPORT BRACKETS EACH SIDE; REFER TO 7" x 1 5 8" x 12 GA GALVANIZED CHANNEL TRACK, CONTINUOUS; REFER TO STRUCTURAL DRAWINGS PAIR SSMA600S200-97 STUDS BACK-TO-BACK; REFER TO 2" x 2" x 316" x 4" GALV ANGLE BEAM SUPPORT BRACKETS EACH SIDE;REFER TO MEMBRANE ROOFING; EXTEND 8" UP WALL 12" 1 12" x 20 GA CORRUGATED DECKING; REFER TO BOARD AND BATTEN SIDING 12" 14" 2x2 PT WOOD BLOCKING, CONTINUOUS INFILTRATION BARRIER; LAP OVER METAL FLASHING PRE-FINISHED METAL FLASHING, CONTINUOUS 14" 12" COVER BOARD SUPPORT ROD, CLEVIS AND 14" PLATE MOUNTING BRACKET; REFER TO STRUCTURAL DRAWINGS SELF-ADHERING MEMBRANE BOOT AT 14" PLATE PENETRATION MEMBRANE ROOFING; EXTEND 8" UP WALL 12" COVER BOARD 1 12" x 20 GA CORRUGATED DECKING (SLOPING AT 14 :12 PITCH): ANCHOR ENDS TO CHANNEL SUPPORT FLANGES; REFER TO STRUCTURAL DRAWINGS 7" x 1 5 8" x 12 GA GALVANIZED CHANNEL TRACK (BEYOND), CONTINUOUS; REFER TO STRUCTURAL DRAWINGS PAIR SSMA600S200-97 STUDS BACK-TO-BACK BEAM (LEVEL) AT EACH SUPPORT ROD ASSEMBLY; OPTION TO ADD SSMA600T200-97 TRACK EACH SIDE TO CREATE BOX BEAM AFTER SUPPORT ROD ASSEMBLY IS IN PLACE; REFER TO STRUCTURAL DRAWINGS 2" x 2" x 316" x 4" GALV ANGLE BEAM SUPPORT BRACKETS EACH SIDE (BEYOND); INSERT 2 12" x 4 12" x 14" GALVANIZED SPACER BETWEEN STUDS; REFER TO STRUCTURAL DRAWINGS 7" x 1 5 8" x 12 GA GALVANIZED CHANNEL TRACK (BEYOND), CONTINUOUS; REFER TO STRUCTURAL DRAWINGS SSMA 800T200-97 TRACK + SSMA800S200-97 STUD BOX PERIMETER FRAME (LEVEL), TYP 1 12" x 20 GA CORRUGATED DECKING; ANCHOR EDGE TO 1 12" x 1 12" x 12 GA GALVANIZED ANGLE; REFER TO STRUCTURAL DRAWINGS 8" SELF-ADHERING MEMBRANE FLASHING; LAP OVER EDGE FLASHING 20 GA PRE-FINISHED EDGE FLASHING 20 GA PRE-FINISHED DRIP FLASHING 2 18" x 2 12" x 14 GA GALVANIZED CHANNEL; SLIP OVER STUD BOX PERIMETER FRAMETO CREATE TOP SLOPE OF 14 :12 MEMBRANE ROOFING OVER 12" COVER BOARD 2" x 2" x 316" x 4" GALV ANGLE SUPPORT BRACKET (BEYOND); REFER TO STRUCTURAL DRAWINGS 4 A3.4 4 A3.4 4 A3.4 4 A3.4 4 A3.4 4 A3.4 ---PAGE BREAK--- SR A4.1 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SCALE: 1 TYPICAL HEIGHT & DIMENSIONS FOR TOILET ACCESSORIES & FIXTURES 1/4" = 1'-0" RESTROOM GENERAL NOTES: 1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL AND FLOORING FINISHES. 2. FLUSH CONTROLS FOR AN ACCESSIBLE WATER CLOSET SHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET. 3. MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPER DISPENSER IS HOWEVER, MOUNT AT 24" O.C. AT STANDARD WATER CLOSET AND AS HIGH AS POSSIBLE IN ACCESSIBLE WATER CLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR. 4. ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED. 5. REFER TO DETAIL 1/A4.1 FOR TYPICAL MOUNTING HEIGHTS AND DIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES. 6. PROVIDE 2x BACKING IN EXISTING AND NEW WALLS FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES, COORDINATE WITH ALL DRAWINGS AND ALL DISCIPLINES RESTROOM PLAN NOTES: 6 11 13 12 9 10 8 7 1 5 4 3 2 OFCI PAPER TOWEL DISPENSER OFCI TOILET PAPER HOLDER OFCI SANITARY NAPKIN DISPOSAL OFCI SOAP DISPENSER MIRROR ONE PIECE GRAB BAR OFCI TOILET SEAT COVER DISPENSER LAVATORY WITH PIPE WRAP PROTECTION, AND/OR SINK IN CABINET REFER TO PLUMBING DESIGN/BUILD DRAWINGS WATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC), REFER TO PLUMBING DESIGN/BUILD DRAWINGS URINAL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS 15 16 14 FLOOR DRAIN, SLOPE FLOOR TO DRAIN, REFER TO PLUMBING DESIGN/BUILD DRAWINGS 17 VERTICAL GRAB BAR WALL BASE, REFER TO FINISH SCHEDULE WALL PROTECTION, REFER TO FINISH SCHEDULE WALL TO BE PAINTED, REFER TO FINISH SCHEDULE DOOR PER PLAN 6 A4.1 ROOM SIGN, REFER TO 4'-6" 3'-4" FOR FRONT REACH ONLY 1 TO POINT OF OPERATION 2 4 LAVATORY 3'-4" 5 6 MIRROR GRAB BARS AT H.C. TOILETS TO FRONT LIP OF LAV. 1'6" CLR 2 7 SEAT COVER DISPENSER 3'-0" 3'-4" AT ADA STALL ONLY 7 GRAB BARS TO POINT OF OPERATION TO POINT OF OPERATION 7 4'-6" 2'-10" 1'-6" MIN. 3'-4" VERTICAL GRAB BAR 17 17 3'-4" 17 3'-6" 1'-2" 1'-6" 3'-4" 3'-4" 17 ℄ 1'-2" 11 HC HC 12 12 1'-6" 2'-6" 2'-0" 1'-6" 2'-0" 1'-0" TOILET COMPARTMENT: ZONE FOR RECESSED DISPENSER POINT OF ACCESS TOILET PAPER DISPENSER 1'-3" MIN. PAPER TOWEL DISPENSER SANITARY NAPKIN DISPOSAL 2'-4" 3'-4" SOAP DISPENSER TO POINT OF OPERATION 112" MIN. 8 URINAL 10 (HC) 3 6 11 1 5 12 4 2 14 14 13 10 A 4" 4'-0" PER SCHEDULE 7 17 NORTH B CL CL 1'-3" 4'-5" 1'-6" 7'-2" 7'-6" 7'-2" 7'-6" 4'-7" 2'-11" CL SCALE: 2 UNI-SEX RESTROOM FLOOR PLAN 1/4" = 1'-0" 104 CL CL 1'-3" 4'-5" 1'-6" SCALE: 3 UNI-SEX RESTROOM ELEVATIONS 1/4" = 1'-0" 5 A4.1 A B C D UNI-SEX 104 7'-2" 1'-6" 4'-5" 1'-3" CL CL 7'-6" 3'-0" 4'-6" CL 7'-6" 7'-2" 5'-8" 1'-6" CL SCALE: 4 UNI-SEX RESTROOM FLOOR PLAN 1/4" = 1'-0" SIM 107 3 A4.1 A B C D UNI-SEX 105 SCALE: 5 UNI-SEX RESTROOM ELEVATIONS 1/4" = 1'-0" 104 15 11 5 1 14 13 15 B EAST 13 15 C SOUTH 14 15 10 8 4 7 12 (HC) 2 17 13 (HC) D EAST (HC) 6 11 1 5 12 4 2 14 C 7 17 SOUTH B EAST 13 15 14 15 10 8 4 7 12 2 17 13 (HC) 13 15 A NORTH 14 10 11 5 1 14 13 15 D WEST 3 SCALE: SECTION MIRROR DETAIL 6 1 1/2" = 1'-0" 24041-A4.1-06 MIRROR, PER SPECIFICATIONS WALL PER PLAN 2" 2" BLOCKING BEHIND MIRROR, HOLD OFF 2" FROM TOP AND SIDE EDGES TO SUPPORT A LEVEL MIRROR SEALANT AT ALL EDGES 105 SIM 107 105 B 4" 4'-0" PER SCHEDULE 11 1 6 5 12 16 10 8 17 2 4 (HC) 3 9 11 1 6 5 12 16 10 8 17 2 4 (HC) 3 7 7 9 SCALE: TYPICAL ROOM SIGN LOCATION 7 1/2" = 1'-0" 24041-A4.1-07 2" 5'-0" 1227 MOUNT PLAQUE SIGNS ADJACENT TO LATCH SIDE OF DOOR 8 A4.1 WOMENS MENS 8" TYP. B C 8" TYP. 8" TYP. 73 4" TYP. A SCALE: 8 SIGNS 24041-A4.1-08 TEXT PER SCHEDULE RADIUS CORNERS, TYPICAL 8" TYP. 8" TYP. D 8" TYP. 103 4" ROOM NO. SIGN TEXT 104 WOMENS C - SIGN SCHEDULE - PROJECT NO. 2024.0041 105 UNI-SEX D - 107 MENS B - ---PAGE BREAK--- KC A5.1 SCALE: 1 BREAKROOM KITCHEN FLOOR PLAN 1/4" = 1'-0" SCALE: 2 BREAKROOM KITCHEN ELEVATIONS 1/4" = 1'-0" A WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SCALE: 3 PLAN ROOM CASEWORK PLAN 1/4" = 1'-0" SCALE: 4 PLAN ROOM CASEWORK ELEVATIONS 1/4" = 1'-0" B A REFERENCE NOTES: 6 11 13 12 9 10 8 7 1 5 4 3 2 15 16 14 17 18 NEW PAINT, REFER TO FINISH SCHEDULE NEW 24" DEEP WOOD CABINET WITH TOE KICK. (UON DEPTH), DOORS, DRAWERS AND ADJUSTABLE SHELVES AS SHOWN OFCI NEW REFRIGERATOR, 32" WIDE (UON WIDTH) AS REQUIRED NEW SINK, REFER TO PLUMBING DRAWINGS NEW 4" HIGH PLASTIC LAMINATE NEW BASE, REFER TO FINISH SCHEDULE NEW PLASTIC LAMINATE COUNTERTOP, 1" RADIUS OUTSIDE CORNER WHERE SHOWN, UNLESS OTHERWISE NOTED SCALE: 5 COFFEE BAR FLOOR PLAN 1/4" = 1'-0" SCALE: 6 COFFEE BAR ELEVATIONS 1/4" = 1'-0" A NEW BAR SINK, REFER TO PLUMBING DRAWINGS UNDER COUNTER BEVERAGE FRIDE, 36"H x 24"W x 24"D NEW 48" WIDE WINDOW NEW FLOATING SHELVES WITH HIDDEN BRACKETS IN WALL COFFEE MACHINE PER OWNER 2 A5.1 A B C B C 3'-6" 4" 24" FISHER & PAYKEL SINGLE DISHDRAWER PANEL READY, MODEL #DD24519_N 8'-1012" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 12" DEEP UPPER CABINET DOORS AND ADJUSTABLE SHELVES AS SHOWN, PLASTIC LAMINATE AT ALL EXPOSED TO VIEW SURFACES OFCI NEW TV 11" 11" 11" PLAN RM 108 3'-6" 4" 4'-2" 6 6 3/4" PLASTIC LAMINATE DIVIDER PANELS FOR CUBBIES 16 9 6 A5.1 A NEW QUARTZ COUNTERTOP, 1" RADIUS OUTSIDE CORNER WHERE SHOWN, UNLESS OTHERWISE NOTED PLASTIC LAMINATE 18 6'-10" 7 7 8 17 14 14 E 4" 2'-10" 4'-2" 1'-0" 3'-1" 3" 18 2 A5.1 E 2 A5.1 C D F D 17 10'-0" 1" 1" 2'-10" 4" KNEE SPACE 18 D 3 3 17 2'-8" 2'-8" 2'-8" 1'-10" 1" 1" 2'-10" 4" 2'-6" 2'-7" 5'-8" 1'-6" 1'-6" 2'-7" 2'-7" 2'-10" 2'-10" 2'-7" 1'-0" 4" 2'-10" 4" 9 1 3 7 19 17 3'-2" 6'-10" 1'-6" 3'-0" 2'-0" 19 NEW 4" HIGH QUARTZ 3 3 7 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-10" 4" 4" 16'-0" 5'-2" 5'-8" 2'-11" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-6" 1'-6" 4 1'-0" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 1'-0" 2'-7" 2'-7" 2'-7" 2'-7" 2'-0" 2'-0" 3 2'-0" 3 3 2'-10" 4" 4" 1'-6" 2'-6" 4 4 1'-1" 2'-6" 2'-6" 2'-7" 2'-6" 2'-6" 1'-2" 1'-0" 2'-7" 2'-7" 2'-7" 2'-6" 2'-6" 1'-1" 13'-1" 13'-9" 10'-0" 4'-2" 19 17 1 7 1 2'-10" 4" 4" 1'-6" 2'-6" 1 19 17 1 7 2'-10" 4" 4" 1'-6" 2'-6" 19 17 1 3 7 1 5 4'-2" 8'-1012" 16'-0" 16'-0" 17 8 15 4 A5.1 A,B C 4 A5.1 D D 4 1 2 6 1 14 14 17 17 17 17 10'-0" 15 6 6 6 4 4 15'-10" 2'-1" 2'-1" 15'-10" 1'-5" 15'-10" 1'-5" 1'-11" 1'-6" 17'-3" 2'-1" 2'-1" 17'-3" 1'-0" 15'-10" 3 4" WOOD CAP- EASE EXPOSED EDGES, PAINT 3 4" x 312" WOOD TRIM EA SIDE - EASE EXPOSED EDGES, PAINT SCALE: CAP AT PARTIAL WALL 7 3" = 1'-0" 24041-A5.1-07 T/O WALL VARIES STUDS WITH GYP. BD EA. SIDE 3 8" WALL PER PLAN ---PAGE BREAK--- WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SSR A6.1 SCALE: 1 FIRST FLOOR REFLECTED CEILING PLAN 1/8"=1'-0" 1 2 3 4 1 2 3 4 A C B A C B GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS 2 A3.2 2 A3.2 1 A3.2 1 A3.2 3 A3.2 3 A3.2 ENTRY 100 CONF #2 101 CONF #1 102 WOMENS 104 HALL 103 MENS 107 UNI-SEX 105 HALL 106 PLAN RM 108 STOR 109 BREAK 110 OPEN OFFICE 112 WAREHOUSE 150 TENANT 160 I.T. / ELEC 151 OPEN OFFICE 111 183'-0" 61'-0" 61'-0" 61'-0" 61'-0" 61'-0" 61'-0" 183'-0" 38'-6" 41'-4" 79'-9" 38'-6" 41'-4" 79'-9" RCP SYMBOL LEGEND: ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TO FINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONAL INFORMATION X'-X" SURFACE MOUNTED LED LIGHT FIXTURES (WALL OR CEILING), REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS RECESSED LIGHT LED FIXTURES (INTERIOR AND EXTERIOR), REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS EXIT SIGN WITH BATTERY BACK-UP EMERGENCY EGRESS LIGHTING, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS SUSPENDED 5/8" GYPSUM WALLBOARD CEILING SYSTEM, U.O.N. ACOUSTICAL CEILING TILE SYSTEM, REFER TO EXTERIOR VENTED SOFFIT BOARD, PAINT 1 A8.2 2 A8.2 HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO MECHANICAL DESIGN/BUILD DRAWINGS DOWNSPOUT, CONNECT TO STORM DRAIN SYSTEM PER CIVIL DRAWINGS DS 6 A1.3 C CAMERA BY OTHERS, REFER TO ELECTRICAL DESIGN/BUILD DRAWINGS 58" TYPE GYPSUM WALLBOARD WRAPPING ROOF STRUCTURE 4'-0" EACH SIDE OF 2-HOUR RATED FIREWALL, REFER TO 1 A3.4 EXTERIOR T&G WOOD DECKING, STAIN DS DS DS DS DS DS DS DS DS DS DS DS DS DS VARIES VARIES 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 8'-0" 8'-0" 8'-0" REFERENCE NOTES: 1 OPEN TO STRUCTURE, AT SIM CONDITION PAINT STRUCTURE AND ALL EXPOSED CONDUIT NEW AIR CURTAIN, REFER TO MECHANICAL DESIGN/BUILD DRAWINGS 2 STEEL ROOF CANOPY SYSTEM 3 3 3 COL COL 1 1 SIM 1 1 SIM 5 A8.2 2 COL COL COL COL COL COL COL COL COL COL COL COL COL COL COL COL 1 A3.4 LIGHT ABOVE MEZZANINE CEILING 4 4 4 4 4 4 4 4 A3.3 2 2 2 2 2 2 ---PAGE BREAK--- CJA A7.1 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 GENERAL NOTES: 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF QUESTIONABLE WORK. 4. IN CASE OF ANY CONFLICTS IN THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS REQUIRED TO INCLUDE THE BETTER QUALITY AND LARGER QUANTITY OF THE WORK. 5. CONTRACTOR AND BIDDERS SHALL USE COMPLETE SETS OF CONTRACT DOCUMENTS; NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF CONTRACT DOCUMENTS. 6. COORDINATE AND PROVIDE WOOD BACKING FOR ALL OFCI AND OFOI ITEMS REFERENCE NOTES: 1 1 12" DIA. HANDRAIL, PAINT 2 3 4 WOOD LANDING, FINISH FLOORING AS SCHEDULED WOOD STAIRS, FINISH FLOORING AS SCHEDULED 3 A7.1 GUARDRAIL, ANCHOR PER STRUCTURAL, PAINT 18 A8.2 SCALE: 1 ENLARGED MEZZANINE STAIR PLAN 1/4" = 1'-0" 4'-0" 3" 3'-0" 9" B B (19) EQUAL TREADS AT 11" EACH = 17'-5" 1'-0" 1'-0" 3" 3'-0" 8" 4'-0" 17'-3" 2" 1'-0" 1'-0" DN 2 A7.1 2 A7.1 1 1 2 2 2 3 4 4 SCALE: 2 MEZZANINE STAIR SECTION 1/4" = 1'-0" MEZZANINE 10'-0" F.F.E. 0'-0" MEZZANINE 10'-0" F.F.E. 0'-0" (20) EQUAL RISERS AT 6" EACH = 10'-0" 1 A3.2 1 A3.2 3'-6" 8" 2'-10" 4 A7.1 5 A7.1 3 A7.1 5 WOOD STAIR STRINGER, REFER TO STRUCTURAL DRAWINGS 1 4 5 3 2 1 112" CLR 1 12" DIA. RAIL, STEEL, PAINTED BRACKET - SEE SPECIFICATIONS SCALE: HANDRAIL 3 3" = 1'-0" 24041-A7.1-03 2'-10" ABOVE STAIR NOSING SCALE: DETAIL AT STAIR AT TOP 4 1 1/2"=1'-0" 24041-A7.1-04 2x12'S AT 16" O.C. MAX., 118" PLYWOOD AT TREAD AND RISER 2 x 4 BLOCKING TO SUPPORT STAIR DURING INSTALLATION ONLY 3 4" 60° 12" MAXIMUM RADIUS AT STAIR NOSING 11" PAINT WHERE EXPOSED SCALE: STAIR DETAIL AT SLAB 5 1 1/2" = 1'-0" 24041-A7.1-05 2 x 12'S AT 16" O.C. MAX., 118" PLYWOOD AT TREAD AND RISER 11" 11" 3 4" 60° 12" MAXIMUM RADIUS AT STAIR NOSING SIMPSON 'A34' CLIP EACH STRINGER PAINT WHERE EXPOSED OPEN THRU ---PAGE BREAK--- SR A8.1 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 SCALE: 1 DOOR TYPES 1/4" = 1'-0" SCALE: 2 FRAME TYPES 1/4" = 1'-0" A PER DOOR SCHEDULE 2" 2" PER DOOR SCHEDULE 2" 1 B C D TYPE 1: SINGLE PANE, TEMPERED TYPE 2: DUAL PANE, TEMPERED 1 2 3 4 GLASS TYPES: PER DOOR SCHEDULE 2" PER DOOR SCHEDULE 2" 3'-0" 2" 2" 4" 6'-8" ALUM ALUM 2" 2'-0" PER DOOR SCHEDULE 4" 6'-8" PER DOOR SCHEDULE 2" 2" 3'-0" 2" 3'-0" SCALE: 3 WINDOW TYPES 1/4" = 1'-0" A ALUM 12'-10" 3'-0" 2" 2" 3'-0" 2" 3'-0" 2" 3'-0" 2" 2'-0" 2" 2" 2 2 2 2 2 2 2 2 7 A8.1 12 A8.1 11 A8.1 14 A8.1 4" 6'-8" 2" 4" 6'-8" 12'-10" 3'-0" 2" 3'-0" 2" 2" 3'-0" 3'-0" 2" 2" B ALUM 2 2 2 2 12 A8.1 11 A8.1 14 A8.1 7 A8.1 2" 3'-0" 2" 2" 3'-10" 2'-0" 6'-0" 2'-9" 2" 2" 2'-9" 2" C VINYL 2 8 A8.1 13 A8.1 SIM 13 A8.1 2 2 2 2" 3'-0" 2" 2" 3'-10" 2'-0" 3'-0" 2'-8" 2" 2" 2 2 8 A8.1 13 A8.1 SIM 13 A8.1 D VINYL 7 A8.1 SIM 14 A8.1 11 A8.1 12 A8.1 6 A8.1 11 A8.1 14 A8.1 2x WOOD STUDS WITH 5 8" GYPSUM BOARD EACH SIDE HM FRAME (GROUT FULL) DOOR AS PER SCHEDULE 12" 12" HEADER - SEE STRUCTURAL SCALE: TYP HOLLOW METAL HEAD 4 3" = 1'-0" 24041-A8.1-04 53 4" AT 2x4" STUDS 7 3 4" AT 2x6 STUDS 43 4" AT 2x4 STUDS 6 3 4" AT 2x6 STUDS GLAZING AS OCCURS AT SIM. SCALE: 5 H.M. DOOR HEAD 24041-A8.1-05 8" 112" 718" INFILTRATION BARRIER MEMBRANE FLASHING, EXTEND INTO WALL 8" MIN. PRE-FINISHED FLASHING SET IN CONT. SEALANT DOOR PER PLAN 5 8" GYPSUM WALLBOARD 4" 1 1/2" 85 8" FIBER CEMENT SIDING PER PLAN OVER FURRING STAINLESS STEEL FLASHING 6" 112" HEM 5 4 x4 CEMENTITIOUS TRIM, PAINT SCALE: 6 ALUM DOOR HEAD - STONE 3" = 1'-0" 24041-A8.1-06 SCALE: WINDOW AT DOOR FRAME PER PLAN AND SCHEDULE MEMBRANE FLASHING, WRAP ONTO WALL 6" 6" 112" PRE-FINISHED ALUM. FLASHING WITH DRIP EDGE AND END DAMS P.T. SHIM, WRAP BOTTOM IN CONT. BUG SCREEN SEALANT STONE MASONRY VENEER MORTAR AND LATH INFILTRATION BARRIER, TAPE ONTO METAL FLASHING LINE OF WALL BEYOND HM SCALE: 7 ALUM HEAD - SIDING 3" = 1'-0" 24041-A8.1-07 INFILTRATION BARRIER, TAPE ONTO METAL FLASHING STAINLESS STEEL FLASHING SCALE: FIBER CEMENT SIDING PER PLAN OVER FURRING ALUM WINDOW, DOOR AT SIM CONDITION MEMBRANE FLASHING, WRAP ONTO WALL 6" 5 4 x4 CEMENTITIOUS TRIM, PAINT 3 8" 6" 112" 6" 112" HEM PRE-FINISHED ALUM. FLASHING WITH DRIP EDGE AND END DAMS P.T. SHIM, WRAP BOTTOM IN CONT. BUG SCREEN LINE OF WALL BEYOND SEALANT SCALE: 15 SILL 3" = 1'-0" 24041-A8.1-15 LINE OF WALL BEYOND DOOR AS SCHEDULED ALUMINUM THRESHOLD (SET IN MASTIC) 14" 12" EXPANSION JOINT MATERIAL WITH CONTINUOUS SELF LEVELING SEALANT SCALE: 14 ALUM WINDOW SILL 24041-A8.1-14 SHIM BACKER ROD AND SEALANT, EACH SIDE CONCRETE, REFER TO STRUCTURAL ALUMINUM STOREFRONT SYSTEM 1" 1" PRE-FINISHED METAL PAN FLASHING WITH BEDDING SEALANT 2 2 2 2 WOOD STUDS WITH 5 8" GYPSUM BOARD EACH SIDE HM FRAME (GROUT FULL) DOOR 12" 43 4" AT 2x4 STUDS 73 4" AT 2x6 STUDS 12" 2" 5 8" 53 4" AT 2x4 STUDS 83 4" AT 2x6 STUDS SCALE: TYPICAL HOLLOW METAL JAMB 9 3" = 1'-0" 24041-A8.1-09 GLAZING AS OCCURS AT SIM SCALE: 10 H.M. DOOR JAMB 24041-A8.1-10 3 8" BACKER ROD AND SEALANT DOOR PER PLAN 5 8" GYPSUM WALLBOARD WRAP MEMBRANE FLASHING INTO JAMB 6" 112" 718" 3 8" 85 8" 5 4 x4 CEMENTITIOUS TRIM, PAINT SEALANT, TYP. FIBER CEMENT SIDING PER PLAN INFILTRATION BARRIER, TAPE AND MEMBRANE FLASHING SCALE: ALUM JAMB - STONE 11 3" = 1'-0" 24041-8.1-11 WINDOW PER SCHEDULE, DOOR AT SIM CONDITION SEALANT, CONT SEALANT AND BACKER ROD, CONT SELF-ADHERING FLASHING, CONT; LAP OVER WEATHER BARRIER SELF-ADHERING FLASHING, CONT; LAP OVER WEATHER BARRIER, R.O. JAMB AND BACK SIDE OF JAMB TRIM 1x JAMB TRIM, PAINT 1x4 FACE TRIM, PAINT 5 8" GYPSUM WALLBOARD, PAINT WEATHER BARRIER OVER WALL SHEATHING STONE MASONRY VENEER MORTAR AND LATH 11 A8.1 SIM SCALE: ALUM WINDOW JAMB AT SIDING 12 3" = 1'-0" 24041-A8.1-12 WINDOW PER SCHEDULE FIBER CEMENT SIDING PER PLAN OVER FURRING SEALANT, CONT SEALANT, CONT 5/4x4 TRIM BOARD, PAINT SEALANT AND BACKER ROD, CONT WEATHER BARRIER OVER WALL SHEATHING SELF-ADHERING FLASHING, CONT; LAP OVER WEATHER BARRIER SELF-ADHERING FLASHING, CONT; LAP OVER WEATHER BARRIER, R.O. JAMB AND BACK SIDE OF JAMB TRIM 1x JAMB TRIM, PAINT 1x4 FACE TRIM, PAINT 5 8" GYPSUM WALLBOARD, PAINT 7 A8.1 NEW 5/8" GYPSUM WALLBOARD, AS OCCURS PER PLAN NEW 1x4 TRIM - PAINT NEW WALL SYSTEM PER PLAN 6" 1" SCALE: VINYL WINDOW HEAD 8 3" = 1'-0" 24041-A8.1-08 NEW WINDOW PER SCHEDULE NEW SEALANT, CONT NEW 5/4x4 TRIM BOARD, PAINT NEW PRE-FINISHED METAL FLASHING DO NOT CAULK - SEE CEMENT BOARD MFG. INSTALLATION GUIDELINES NEW SEALANT AND BACKER ROD, CONT NEW BLOCKING AS REQUIRED NEW SELF-ADHERING FLASHING, CONT; LAP OVER NAIL FIN 1" NEW WEATHER BARRIER OVER WALL SHEATHING; LAP OVER MTL FLASHING NEW SIDING PER ELEVATIONS, PAINT NEW HEADER; REFER TO STRUCTURAL DRAWINGS SCALE: 3 WINDOW TYPES CONTINUED 1/4" = 1'-0" 2" 4" 6'-8" 5'-0" 2" 2" E HM 2 9 A8.1 SIM 4 A8.1 SIM 4'-8" 2" 2" 4'-0" 4'-0" 2" 2" F HM 2 4 A8.1 SIM 3'-8" 2'-10" 9 A8.1 SIM SCALE: VINYL WINDOW SILL, JAMB SIM 13 3" = 1'-0" 24041-A8.1-13 5/8" GYPSUM WALLBOARD AS OCCURS PER PLAN WINDOW PER SCHEDULE SIDING PER ELEVATIONS, PAINT WALL PER PLAN SEALANT, CONT 1x6 TRIM, PAINT 1x4 TRIM, PAINT SEALANT, CONT 5/4x4 TRIM BOARD, PAINT SEALANT AND BACKER ROD, CONT WEATHER BARRIER OVER WALL SHEATHING SHIM AS REQUIRED SELF-ADHERING FLASHING, CONT; LAP OVER WEATHER BARRIER, R.O. SILL AND BACK SIDE OF STOOL 1 2" PER DOOR SCHEDULE 2" 2" 6'-0" 2 HM PER DOOR SCHEDULE 2" 4'-0" 2" 2'-10" OVERHEAD DOOR FIRE RATED WALL PER PLAN HM FRAME (GROUT FULL) RATED DOOR AS PER SCHEDULE HEADER - SEE STRUCTURAL SCALE: RATED HM HEAD - JAMB SIM 16 3" = 1'-0" 24041-A8.1-04 1314" 1214" 12" 12" SCALE: FIRE RATED WALL TRANSITION 17 1 1/2" = 1'-0" 24041-A8.1-17 2" METAL C-RUNNER 2" METAL H-STUD 1 A3.4 2-HR RATED WALL (INTERIOR) 4 A3.4 1-HR RATED EXTERIOR WALL ---PAGE BREAK--- CJA A8.2 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 2" MAX. 2" MAX. 45° 45° 45° 45° HANGER WIRE AT 4'-0"o.c. EACH WAY WITH MINIMUM TIGHT TURNS WITHIN 1 12" AT BOTH ENDS OF WIRES 2" MAX. FROM BRACING WIRES TO HANGERS TYPICAL NO. 16 GA. C.R. FURRING CHANNEL COMPRESSION TO STRUCTURE ABOVE SPLAY BRACING IN PLANE OF EACH RUNNER VERTICAL WITH ANGLE 45° TYPICAL WITH MINIMUM TIGHT TURNS WITHIN 1 12" AT BOTH ENDS OF WIRE NOTE: PROVIDE BRACING AT 12'-0"o.c. MAXIMUM EACH WAY AND 4'-0" FROM WALL SCALE: SUSPENDED ACOUSTICAL CEILING BRACING 1 N.T.S. 24041-A8.2-01 CROSS RUNNER NO. 8 SCREWS TO MAIN TEE MAIN RUNNER 8" SCALE: SUSPENDED ACOUSTICAL CEILING 2 1 1/2" = 1'-0" 24041-A8.2-02 8" 4'-0" MAX. FACE OF WALL NOTE: SEE DIAGONAL CEILING BRACING THIS SHEET CEILING SUPPORT RUNNERS ACOUSTICAL PANELS HANGER WIRES AT 4'-0" O.C. FACE OF WALL MAIN RUNNERS AT 4'-0" O.C. BERC SEISMIC CLIPS SCALE: FIRE EXTINGUISHER CABINET 3 1 1/2" = 1'-0" 24041-A8.2-03 VERIFY W/ MANUF. 2'-1 1/4" RO. VERIFY W/ MANUF. NAILER SCREW TO TOP AND BOTTOM 5/8" GYPSUM WALLBOARD FIRE EXTINGUISHER CABINET 5/8" GYPSUM WALLBOARD ON METAL STUDS NAILER PROVIDE BLOCKING AS REQUIRED SCALE: 4 CONTROL JOINT 3" = 1'-0" 24041-A8.2-04 FRAMING AS OCCURS 5 8" TYPE GYPSUM WALLBOARD CONTROL JOINT AS OCCURS, REFER TO PLAN FOR LOCATIONS SCALE: ROOF EAVE AND GUTTER FLASHING 7 1 1/2" = 1'-0" 24041-A8.2-07 2'-0" 1" CEMENTITIOUS 5/4x8FASCIA, PAINT CEMENTITIOUS 2x4 TRIM, PAINT FIBER CEMENT SIDING PER PLAN OVER FURRING VENTED SOFFIT BOARD, PAINT PRE-FINISHED METAL END FLASHING WITH DRIP EDGE PRE-FINISHED CONTINUOUS METAL GUTTER AT SIM, FIRE RATED CONDITION, LINE WRAP OVERHANG WITH 5 8" TYPE GYPSUM WALLBOARD TRUSS PER STRUCTURAL VENTED BLOCKING PER STURCTURAL, TYP EACH BAY SCALE: RAKE END FLASHING 8 1 1/2" = 1'-0" 24041-A8.2-08 2'-0" CEMENTITIOUS 5/4x8FASCIA, PAINT CEMENTITIOUS 2x4 TRIM, PAINT FIBER CEMENT SIDING PER PLAN OVER FURRING VENTED SOFFIT BOARD, PAINT PRE-FINISHED METAL END FLASHING WITH DRIP EDGE AT SIM, FIRE RATED CONDITION, LINE WRAP OVERHANG WITH 5 8" TYPE GYPSUM WALLBOARD OUTRIGGER PER STRUCTURAL VENTED BLOCKING PER STURCTURAL, TYP EACH BAY SCALE: 17 CORNER TRIM 3/4"=1'-0" 24041-A8.2-17 CEMENTITIOUS CORNER TRIM TYP., PAINT P.T. FURRING STRIP FIBER CEMENT SIDING PER ELEVATION TYP., PAINT NOTE: ADJACENT SIDING PER ELEVATIONS SEALANT, TYP CEMENTITIOUS CORNER TRIM TYP., PAINT P.T. FURRING STRIP FIBER CEMENT SIDING PER ELEVATION TYP., PAINT SEALANT, TYP SCALE: RIDGE VENT 6 1" = 1'-0" 24041-A8.2-06 2" CLEAR CONTINUOUS RIDGE VENT WITH ASPHALT SHINGLE LAP RIDGE PER MANUFACTURERS RECOMMENDATION LAY LAST SHINGLE TO EDGE OF PLYWOOD TRUSSES PER STRUCTURAL PROVIDE GAP AT RIDGE, CONT, TYPICAL 2x4 BLOCKING BETWEEN TRUSSES AT EDGES OF GAP SCALE: STONE TO SIDING 10 3" = 1'-0" 24041-A8.2-10 STONE VENEER SILL SIMPSON A21 CLIP SPACED AT 12" O.C. STONE MASONRY VENEER MORTAR AND LATH 2" 1.5" MEMBRANE FLASHING WRAP ONTO SILL CONTINUOUS PRE-FINISHED METAL FLASHING MEMBRANE FLASHING INSECT SCREEN WHERE REQUIRED FIBER CEMENT SIDING PER ELEVATION TYP., PAINT 1x P.T. FURRING STRIP SCALE: 14 CORNER AT STONE VENEER 3/4"=1'-0" 24041-A8.2-14 LINE OF STONE CAP ABOVE STONE VENEER MORTAR AND LATH P.T. FURRING STRIPS PRE-MANUFACTURED STONE VENEER CORNER LINE OF STONE CAP ABOVE STONE VENEER MORTAR AND LATH FURRING STRIPS PRE-MANUFACTURED STONE VENEER CORNER SCALE: 13 MASONRY JOINT 3" = 1'-0" 24041-A8.2-13 STONE VENEER EXTERIOR WALL CONTROL JOINT MATERIAL BACKER ROD & SEALANT 3 8" 3 A3.3 PLAN 8" 8" 8" 8" CAST STONE MASONRY VENEER, SIM. REFER TO 3 A3.3 STEEL COLUMN PER STRUCTURAL LINE OF PRE-CAST CONCRETE CAP ABOVE SCALE: 11 STONE VENEER COLUMN WRAP 1 1/2" = 1'-0" 24041-A8.2-11 PRE-CAST CONCRETE CAP, SEAL COLUMN PER STRUCTURAL, PROVIDE BACKER ROD AND SEALANT BETWEEN COLUMN AND CAP RAKE MORTAR JOINT 12" BELOW SURFACE AND PROVIDE SEALANT TO MATCH MORTAR AT CAP JOINTS 1" CAST STONE MASONRY VENEER BELOW SCALE: 12 STONE VENEER COLUMN WRAP CAP 1 1/2" = 1'-0" 24041-A8.2-12 SCALE: 16 DETAIL AT FOOTING 1" = 1'-0" 24041-A8.2-16 VAPOR BARRIER, TYP FOOTING DRAIN 1 A3.3 PRE-FINISHED METAL FLASHING WITH SEALANT ALUM INSECT SCREEN, CONT. AT BASE OF FURRING HORIZONTAL SIDING EXTERIOR WALL 1 A3.3 4" CONCRETE FOOTING 1 A3.3 SCALE: STONE VENEER BASE 15 3" = 1'-0" 24041-A8.2-15 CONTINUOUS PRE-FINISHED METAL FLASHING SELF ADHERING MEMBRANE, LAP OVER METAL FLASHING INSECT SCREEN WHERE REQUIRED WEEP SCREED PER STONE VENEER MANUFACTURER STONE VENEER EXTERIOR WALL 3 A3.3 SCALE: ROOF TO WALL FLASHING 9 1 1/2" = 1'-0" 24041-A8.2-09 FIBER CEMENT SIDING PER PLAN OVER FURRING 2" MIN PRE-FINISHED METAL STEP FLASHING EXTEND UNDERLAYMENT UP WALL 8" MIN 12" SELF-ADHERING FLASHING (SAF). LAP OVER STEP FLASHING TO 2" ABOVE ROOF DECK NFILTRATION BARRIER, LAP OVER SAF 6" MIN ASPHALT SHINGLE ROOFING 3 A3.3 INSECT SCREEN WHERE REQUIRED 4" 4" SCALE: 18 GUARDRAIL 1" = 1'-0" 24041-A8.2-18 T/O GUARDRAIL 3'-6" 112" DIA. GALVANIZED PIPE GUARDRAIL, PAINT BEAM PER STRUCTURAL STEEL PLATE PER STRUCTURAL MEZZANINE FLOOR SYSTEM 2 A3.3 4" MAX SCALE: SOFFIT FLASHING 5 1 1/2" = 1'-0" 24041-A8.2-05 INSECT SCREEN WHERE REQUIRED B/O SOFFIT 11'-0" PRE-FINISHED METAL DRIP EDGE FLASHING CONTINUOUS SEALANY, TYP SOFFIT BOARD, PAINT 5 4x12 CEMENTITIOUS TRIM SELF-ADHERING FLASHING, LAP OVER FLASHING FRAMING PER STRUCTURAL BEAM PER STRUCTURAL PRE-FINISHED METAL DRIP EDGE FLASHING BOARD AND BATTEN EXTERIOR WALL 3 A3.3 ---PAGE BREAK--- CJA A9.1 WOODBURN CONSTRUCTION 2024.0041 JUNE 30, 2025 RAY J GLATT CIRCLE WOODBURN, OR 97071 DOOR 1/A8.1 FRAME 2/A8.1 DETAILS SHEET A8.1, U.O.N NOMINAL SIZE NO. TYPE MAT'L GLASS TYPE MAT'L GLASS H J S HDWR. GROUP LABEL REMARKS DOOR SCHEDULE - PROJECT NO. 2024.0041 100 3'-0"x7'-0" B ALUM TEMP 3 ALUM TEMP 6 11 14 - - EGRESS HARDWARE, ACCESS CONTROL ALL DOORS 13 4" THICK UNLESS OTHERWISE NOTED FLOOR WALLS CEILING ROOM NO. MAT'L BASE N. WALL MAT'L E. WALL MAT'L S. WALL MAT'L W. WALL MAT'L MAT'L HEIGHT REMARKS ROOM FINISH SCHEDULE - PROJECT NO. 2024.0041 100 ENTRY 3 A 1 1 1 1 A 9'-0" - FLOOR BASE WALL FINISH KEY - PROJECT NO. 2024.0041 CEILING 1 LUXURY VINYL PLANK A RUBBER BASE 1 GYPSUM WALLBOARD, PAINT A GYPSUM WALLBOARD, PAINT 2 CARPET TILE B RUBBER STRINGER 2 STONE B GYPSUM WALLBOARD, 4 SEALED CONCRETE D - 4 - D OPEN TO STRUCTURE 3 WALK-OFF CARPET C - 3 FRP WALL PROTECTION C ACOUSTICAL CEILING TILES 101 3'-0"x7'-0" B HM TEMP 1 HM - 4 9 - - - - 102 3'-0"x7'-0" B HM TEMP 1 HM - 4 9 - - - - 104 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - OCCUPANCY INDICATOR, AUTOMATIC DOOR BOTTOM 105 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - OCCUPANCY INDICATOR, 106 3'-0"x7'-0" C HM TEMP 1 HM - 4 9 - - - ACCESS CONTROL 107 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - OCCUPANCY INDICATOR, AUTOMATIC DOOR BOTTOM AUTOMATIC DOOR BOTTOM 109 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - - 110A PR 3'-0"x7'-0" C HM TEMP 2 HM TEMP 4 9 - - - - 110B 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - - 112 3'-0"x7'-0" A HM - 1 HM - 5 10 15 - - EGRESS HARDWARE, ACCESS CONTROL 150A 3'-0"x7'-0" A HM - 1 HM - 5 10 15 - - EGRESS HARDWARE, ACCESS CONTROL 150B 3'-0"x7'-0" A HM - 1 HM - 5 10 15 - - EGRESS HARDWARE, ACCESS CONTROL 150C 3'-0"x7'-0" A HM - 1 HM - 16 16 SIM - - 90 ACCESS CONTROL 150D 3'-0"x7'-0" A HM - 1 HM - 5 10 15 - - EGRESS HARDWARE, ACCESS CONTROL 150E 12'-0"x12'-0" D STL - 1 STL - - - - - - OVERHEAD SECTIONAL DOOR 150F 12'-0"x12'-0" D STL - 1 STL - - - - - - OVERHEAD SECTIONAL DOOR 151 3'-0"x7'-0" A HM - 1 HM - 4 9 - - - - 160A PR 3'-0"x7'-0" B ALUM TEMP 4 ALUM TEMP 7 11,12 14 - - EGRESS HARDWARE, ACCESS CONTROL 160B 3'-0"x7'-0" A HM - 1 HM - 5 10 15 - - EGRESS HARDWARE, ACCESS CONTROL EPOXY PAINT 101 CONFERENCE 2 A 1 1 1 1 A 9'-0" - 102 CONFERENCE 2 A 1 1 1 1 A 9'-0" - 103 HALL 1 A 1 1 1 1 A 9'-0" - 104 WOMENS 1 A 1,3 1,3 1,3 1,3 A 8'-0" - 105 UNI-SEX 1 A 1,3 1,3 1,3 1,3 A 8'-0" - 107 MENS 1 A 1,3 1,3 1,3 1,3 A 8'-0" - 106 HALL 1 A 1 1 1 - C 10'-0" - 108 PLAN ROOM 2 A 1 1 1 1 C 10'-0" - 109 STORAGE 1 A 1 1 1 1 C 10'-0" - 110 BREAK 1 A 1 1 1 1 C 10'-0" - 111 OPEN OFFICE 2 A - 1 1 1 C 10'-0" - 112 OPEN OFFICE 2 A 1 1 1 1 C 10'-0" - 150 WAREHOUSE 4 A 1 1 1 1 D 17'-0" - 151 I.T. / ELECTRICAL 4 A 1 1 1 1 D 9'-0" - 160 FUTURE TENANT 2 A 1 1 1 1 TBD TBD -