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HomeMy WebLinkAbout251128_A_2521_DEUTSCHER - YELM COMMERCIAL_PERMIT SET_R23BUILDING INFORMATION BUILDING DESCRIPTION MODEL CODE: IBC 2021│ANSI 2009│WSEC 2021 CONSTRUCTION TYPE: TYPE V-B NUMBER OF STORIES: 1 @ 16' (2 STORIES ALLOWED, SPRINKLERED) BUILDING HEIGHT: 21' - 3" (70' ALLOWABLE HEIGHT, SPRINKLERED) BUILDING AREA: 7,106 SQ. FT SPRINKLERED: YES FIRE ALARMS: YES OCCUPANCY SEPARATION: M & M OR B & B (SPRINKLERED) = NONE M & B (SPRINKLERED) = NONE M/B & A (SPRINKLERED) = 1 HR SITE ADDRESS: 15142 Berry Valley Dr SE Yelm, WA 98597 ZONE: C-1 Commercial PARCEL #: 21724131001 JURISDICTION: CITY OF YELM **SEE SITE PLAN FOR ADDITIONAL INFORMATION DESIGN TEAM PROPERTY OWNER: 1401 MARVIN RD NE LACEY, WA 98516 CONTACT: MARIJKE DEUTSCHER PHONE: 360-402-6871 EMAIL: ALMAR4217@COMCAST.NET ARCHITECT: THOMAS ARCHITECTURE STUDIOS, INC. 525 COLUMBIA STREET SW OLYMPIA, WA 98501 CONTACT: RON THOMAS PHONE: 360-915-8775 EMAIL: RON@TASOLYMPIA.COM CIVIL ENGINEER: HATTON-GODAT-PANTIER 3910 MARTIN WAY E STE B OLYMPIA WA 98502 CONTACT: CHRIS CARLSON PHONE: 360-943-1599 EMAIL: CHRISC@HATTONPANTIER.COM STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVE #701 TACOMA WA 98402 CONTACT: JEFF KLEIN PHONE: 253-383-2797 EMAIL: JKLEIN@PCS-STRUCTURAL.COM ELECTRICAL ENGINEER: CROSS ENGINEERS 923 MARTIN LUTHER KING JR WAY TACOMA WA 98405 CONTACT: BRICE ANDERSON PHONE: 253-759-0118 EMAIL: BRICEA@CROSSENGINEERS.COM VICINITY MAP - OVERALL SITE PROJECT SITE 1 2 EXTERIOR BUILDING ENVELOPE THE PROJECT OWNER/DEVELOPER WILL ENGAGE THE SERVICES OF A THIRD PARTY INSPECTOR TO INSPECT THE EXTERIOR ENVELOPE DURING THE COURSE OF CONSTRUCTION FOR COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN AND FIRE INSPECTION REPORT TO JURI SDICTION. IF REQUIRED, PRIOR TO FINAL OCCUPANCY, SUBMIT A FOLLOW-UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURES TAKEN. THE COMPLETED BUILDING SHALL BE TESTED, AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/S X M2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE TESTED RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 CFM/FT2, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED, AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT I DENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. IF THE TESTED RATE EXCEEDS 0.40 CFM/FT2, CORRECTIVE ACTIONS MUST BE MADE, AND THE TEST COMPLETED AGAIN. A TEST ABOVE 0.40 CFM/FT2 WILL NOT BE ACCEPTED. 2021 WA STATE ENERGY CODE C303.1.1 BUILDING THERMAL ENVELOPE INSULATION. AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY THE MANUFACTURER TO EACH PIECE OF BUILDING THERMAL ENVELOPE INSULATION 12 INCHES (305 MM) OR GREATER IN WIDTH. ALTERNATIVELY, THE INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. EXCEPTION: FOR ROOF INSULATION INSTALLED ABOVE THE DECK, THE R-VALUE SHALL BE LABELED AS REQUIRED BY THE MATERIAL STANDARDS SPECIFIED IN TABLE 1508.2 OF THE INTERNATIONAL BUILDING CODE. C303.1.2 INSULATION MARK INSTALLATION. INSULATING MATERIALS SHALL BE INSTALLED SUCH THAT THE MANUFACTURER'S R-VALUE MARK IS READILY OBSERVABLE UPON INSPECTION. C303.1.3 FENESTRATION PRODUCT RATING. U-FACTORS OF FENESTRATION SHALL BE DETERMINED AS FOLLOWS: 1. FOR WINDOWS, DOORS AND SKYLIGHTS, U-FACTOR RATINGS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. 2. WHERE REQUIRED FOR GARAGE DOORS AND ROLLING DOORS, U-FACTOR RATINGS SHALL BE DETERMINED IN ACCORDANCE WITH EITHER NFRC 100 OR ANSI/DASMA 105. U-FACTORS SHALL BE DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED U-FACTOR SHALL BE ASSIGNED A DEFAULT U-FACTOR FROM TABLE C303.1.3(1), C303.1.3(2) OR C303.1.3(4). THE SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE TRANSMITTANCE (VT) OF GLAZED FENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS AND SKYLIGHTS) SHALL BE DETERMINE DIN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED SHGC OR VT SHALL BE ASSIGNED A DEFAULT SHGC OR VT FROM TABLE C303.1.3(3). EXCEPTION: UNITS WITHOUT NFRC RATINGS PRODUCED BY A SMALL BUSI NESS MAY BE ASSIGNED DEFAULT U- FACTORS FROM TABLE C303.1.3(5) FOR VERTICAL FENESTRATION. C402.4.3 MAXIMUM U-FACTOR AND SHGC. THE MAXIMUM U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR FENESTRATION SHALL BE SPECIFIED IN TABLE C402.4. A103.2.1 STANDARD. STUDS FRAMED ON 16 INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. CORNERS USE THREE STUDS AND EACH OPENING IS FRAMED USING TWO STUDS. HEADERS CONSIST OF DOUBLE 2X OR SINGLE 4X MATERIAL WITH AN AIR SPACE LEFT BETWEEN THE HEADER AND THE EXTERIOR SHEATHING. INTERIOR PARTITION WALL/EXTERIOR WALL INTERSECTIONS USE TWO STUDS IN THE EXTERIOR WALL. STANDARD FRAMING WEIGHTING FACTORS: STUDS AND PLATES 0.19; INSULATED CAVITY 0.77; HEADERS 0.04 C402.4.1 MAXIMUM AREA. THE TOTAL BUILDING VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE DOORS AND OPAQUE SPANDREL PANELS) SHALL NOT EXCEED 30 PERCENT OF THE TOTAL BUILDING GROSS ABOVE-GRADE WALL AREA. STRUCTURAL DRAWINGS S-101 GENERAL NOTES S-102 GENERAL NOTES S-103 GENERAL NOTES S-104 GENERAL NOTES S-105 GENERAL NOTES S-201 FOUNDATION PLAN S-202 ROOF FRAMING PLAN S-301 FOUNDATION DETAILS S-302 FOUNDATION DETAILS S-303 FOUNDATION DETAILS S-401 FRAMING DETAILS S-402 FRAMING DETAILS S-403 FRAMING DETAILS S-404 FRAMING DETAILS S-405 FRAMING DETAILS S-406 FRAMING DETAILS ARCHITECTURAL DRAWINGS A-000 COVER SHEET A-002 AIR BARRIER PLANS A-101 SITE PLAN A-102 SITE FEATURES A-201 FLOOR PLAN A-202 ROOF PLAN A-301 ELEVATIONS A-401 SECTIONS A-501 WALL SECTIONS A-601 ASSEMBLY & BASIS OF DESIGN A-602 DETAILS - GENERAL A-603 DETAILS - CANOPY A-801 SCHEDULES DEFERRED SUBMITTALS DEFERRED SUBMMITTALS WILL BE REQUIRED FOR: • FIRE SPRINKLER • FIRE ALARM • PLUMBING • MECHANICAL • ELECTRICAL 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-000 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 COVER SHEET YELM COMMERCIAL BDLG 1 DEUTSCHER - 1. AIR BARRIER SEAMS AND JOINTS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS AND CHANGES IN MATERIAL. 2. PROVIDE SEALANT ALONG ALL FLOOR AND WALL JUNCTIONS. 3. SEE SECTIONS AND DETAILS FOR MORE INFORMATION. 4. SEE DOOR AND WINDOW DETAILS FOR MORE INFORMATION. 5. AT WINDOW AND DOOR OPENINGS, FOR HIGHER QUALITY RESULTS AND AN AIR TIGHT INSTALLATION, USE A LIQUID-APPLIED MEMBRANE FLASHING SUCH AS PROSCO'S FASTFLASH TO LINE ROUGH OPENINGS. 6. PREPARE ALL SURFACES AS RECOMMENDED BY WINDOW FLASHING MANUFACTURER. 7. SEE BUILDING ENVELOPE DRAWINGS FOR MORE INFORMATION. 8. SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION AND OWNER • IF INITIAL TEST RESULT EXCEEDS 0.25 CFM/FT2 (1.5 L/S*M2), INDICATE THAT INSPECTION AND ALL PRACTICAL CORRECTIVE ACTIONS BE COMPLETED AND DOCUMENTED IN THE AIR LEAKAGE TEST REPORT • IF INITIAL TEST RESULT EXCEEDS 0.40 CFM/FT2 (2.0 L/S*M2), INDICATE THAT CORRECTIVE ACTIONS SHALL ALSO INCLUDE RE-TESTI NG • INDICATE THAT CORRECTIVE MEASURES AND RETESTING MUST BE REPEATED UNTIL THE TEST RESULT IS 0.40 CFM/FT2 (2.0 L/S*M2) OR LESS • INCLUDE AIR BARRIER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION PROVIDED TO BUILDING OWNER. AIR BARRIER NOTES & LEGEND AIR BARRIER LINE. SEE WALL, ROOF, AND FLOOR ASSEMBLIES ON SHEET A-601 FOR MORE INFORMATION. AIR BARRIER PRESSURE BOUNDARY AREA NORTH EAST WALLS 3,502 SF SOUTH WEST WALLS 3,259 SF SOUTH EAST WALLS 922 SF NORTH WEST WALLS 910 SF FLOOR 12,034 SF ROOF 11,988 SF TOTAL BOUNDARY AREA: 32,615 SF NOTES: 1. AIR BARRIER DIAGRAM DOES NOT INDICATE THE PRECISE LOCATION OF AIR BARRIER INSTALLATION. REFER TO OTHER PARTS OF CONSTRUCTION DRAWINGS FOR AIR BARRIER INSTALLATION. 2. AIR BARRIER DIAGRAMS IN PLAN AND SECTION ARE ONLY TO BE REFERENCED FOR GENERAL AIR BARRIER INFORMATION. REFER TO CONSTRUCTION DOCUMENT PLANS AND SECTIONS FOR BUILDI NG CONSTRUCTION. 3. AREA INFORMATION PROVIDED ABOVE IS NOT INTENDED TO QUANTIFY CONSTRUCTION AREA. AIR BARRIER PRESSURE FLOOR AREA 7,160 SF FUTURE TENANT IMPROVEMENT 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-002 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 AIR BARRIER PLANS 1/8" = 1'-0"2 AIR BARRIER PLAN 1/8" = 1'-0"1 SECTION - AIR BARRIER 0' 4' 8'16' 0' 4' 8' 16' 3 1BLDG 1 7,5 6 0 S F 4 1 4 3 2 2 2 3 4 4 4 C B L D G 2 7,5 6 0 S F 1 4 4 1 4 4 EV C C C C C EV C C C C C C EV EV EV EV EV EV 5 43 BUILDING FOOTPRINT NEW CONCRETE HARDSCAPE (IMPERVIOUS) NEW ADJACENT BUILDING EXISTING HARDSCAPE & LANDSCAPE (IMPERVIOUS & PERVIOUS) NEW LANDSCAPE (PERVIOUS) COMPACT VEHICLE PARKING STALLS ELECTRIC VEHICLE CHARGING STALLS NEW TREES PER LANDSCAPE DRAWINGS. EXISTING TREES PER CIVIL DRAWINGS. ADA ACCESSIBLE PARKING STALLS 1 2 SHORT TERM BICYCLE PARKING. PROVIDE DERO, HOOP RACK OR SIMILAR. SEE SHEET A-102 DETAIL #1 & #2 FOR ADDITIONAL INFORMATION. PEDESTRIAN BENCH SEATING. PROVIDE DUMOR SIGNATURES BENCH 160 WITH CENTER ARMREST, COLOR: BLACK. SEE SHEET A-102 DETAIL #4 FOR ADDITIONAL INFORMATION. TRASH RECEPTACLE. SEE SHEET A-102 DETAIL #3 FOR ADDITIONAL INFORMATION. DASHED LINE OF AWNING ABOVE, TYPICAL. EXISTING TRANSFORMER, PER CIVIL. 4 3 5 C EV 1. DRAWINGS ARE FOR GENERAL BUILDING AND SITE LAYOUT, SEE SEPARATE CIVIL DRAWINGS FOR ADDITIONAL SITE DEVELOPMENT SPECIFICS. 2. DRAWINGS ARE FOR GENERAL BUILDING AND SITE LAYOUT, SEE SEPARATE LANDSCAPE ARCHITECTURAL DRAWINGS FOR SPECIFICS. 3. SITE LIGHTING PER CIVIL DRAWINGS. 4. SEE FLOOR PLAN ON SHEET A-201 FOR ADDITIONAL INFORMATION. B L D G 1 B L D G 2 B L D G 3 SITE ADDRESS: 15142 BERRY VALLEY DR SE YELM, WA 98597 ZONING: C-1 COMMERCIAL PARCEL #: 21724131001 WATER: CITY OF YELM SEWER: CITY OF YELM ELECTRIC/ GAS: PUGET SOUND ENERGY OVERALL SITE SETBACKS FROM PROPERTY LINE FRONT SETBACK 15' MINIMUM SIDE SETBACK 10' MINIMUM REAR SETBACK 20' MINIMUM REQUIRED VEHICLE PARKING REQUIREMENTS (IBC CH 11 & YMC CH 18.54) ACCESSIBLE PARKING (IBC CH 11 TABLE 1106.1): 4 SPACES MIN. PER 101-150 PARKING STALLS REQUIRED =2 ADA STALLS OFF-STREET PARKING (YELM MUNICIPAL CODE CH 18.54.030) 1 SPACE PER 250 SF OF GROSS SF REQUIRED = 31 STALLS REQUIRED 37 STALLS PROVIDED ELECTRICAL VEHICLE CHARGING (WAC 51-50-0429 SECTION 429): 429.2 REQUIRED ELECTRIC VEHICLE CHARGING INFRASTRUCTURE. 10% OF ALL PROVIDED PARKING MUST BE PROVIDED WITH ELECTRIC VEHICLE CHARGING INFRASTRUCTURE = 4 EV CHARGING STALLS 10% OF ALL PROVIDED PARKING MUST BE EV-READY = 4 EV-READY STALLS 10% OF ALL PROVIDED PARKING MUST BE EV-CAPABLE = 4 EV-CAPABLE STALLS 429.3 ELECTRICAL ROOM ELECTRICAL ROOM SERVING BUILDINGS WITH ON-SITE PARKING MUST ACCOMMODATE THE POTENTIAL FOR A CAPACITY OF 20% MINIMUM ELECTRI C VEHICLE CHARGING INFRASTRUCTURE. 429.5 ELECTRIC VEHICLE CHARGING INFRASTRUCTURE FOR ACCESSIBLE PARKING SPACES. 10% OF ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH ELECTRIC VEHICLE CHARGING INFRASTRUCTURE = 1 ADA ACCESSIBLE EV CHARGING STALL BICYCLE STORAGE SHORT TERM BICYCLE PARKING SPACES = 4 SPACES PROVIDED 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-101 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 SITE PLAN 1 SITE PLAN SITE LEGEND GENERAL NOTES - SITE PROJECT LOCATION ON SITE 0' 15' 30' 60' PROJECT NORTHTRUE NORTH SITE SUMMARY PARKING SUMMARY STATE DISABLED PARK ING PERM IT REQU IRED VAN ACCESSIBLE 1' - 0" 1' - 6 " 3" 2' - 0 " 5' - 0 " ( M I N . ) DIA. 8" BACKGROUND 14 GAUGE GALVANIZED SHEET METAL, PAINT WHITE, 2 COATS ENAMEL 2 1/2" LETTERS TYP. PAINT BLACK, 2 COATS ENAMEL SYMBOL - BLUE BACKGROUND, 2 COATS ENAMEL 1/2" BORDER - BLACK "VAN ACCESSIBLE" SIGN AT STALLS MARKED AS "VAN" ON SITE PLAN ONLY. LETTERS ARE 2" CLASS "B" WIDTH TYPICAL. PAINT BLACK, 2 COATS ENAMEL. 2" DIA. GALVANIZED STEEL TUBE W/ WELDED STEEL CAP. CONCRETE FOOTING NOTE: 1. CONTRACTOR TO VERIFY WORDING AND GRAPHICS TO MEET LOCAL JURISDICTION REQUIREMENTS AND REVISE ACCORDINGLY. 2. SIGNS TO BE MOUNTED TO BUILDING WHERE APPLICABLE. RESERVED PARKING 1.WASHINGTON ELECTRICAL VEHICLE CHARGING STATION SIGN. 2.12' WIDE x 12" HIGH. 3.REFLECTIVE HEAVY DUTY ALUMINUM, 63 MIL, WITH ROUNDED CORNERS, PAINTED WITH 3M INKS. ENGINEER GRADE MINIMUM. POLE MOUNTED. COLOR: GREEN BACKGROUND W/ WHITE SYMBOL AND TEXT. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER WAC 1101.2.6 WHITE SYMBOL ON A BLUE BACKGROUND3' - 0 " 6' - 0 1/2"2' - 2" 2' - 7 " SIDE ELEVATION 2' - 0" SE A T H E I G H T 1' - 5 " FRONT ELEVATION 5' - 10 1/2" PROVIDE VICTOR STANLEY RB-28 OR SIMILAR, 6 FEET. LENGTH WITH INTERMEDIATE ARMREST, COLOR: BLACK. INTERMEDIATE ARMREST BIKE RACK (2), TYPICAL DASHED LINE OF REQUIRED 24" X 72" CLEAR BIKE STORAGE. ELEVATION 2' - 4" VICTOR STANLEY IRONSITES RECEPTACLE MODEL SD-42. PROVIDE WITH LID. COLOR: BLACK. NOTE: SECURE BIKE RACK TO CONCRETE PER MANUFACTURER'S INSTRUCTION 2' - 4" PLAN 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-102 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 SITE FEATURES 1/2" = 1'-0"5 ACCESSIBLE SIGNS 7 ELECTRICAL VEHICLE CHARGING STATION 6 ACCESSIBLE PARKING MARKINGS 1/2" = 1'-0"4 PEDESTRIAN BENCH 1/2" = 1'-0"2 SHORT TERM BIKE STORAGE (PLAN) 3/4" = 1'-0"3 SITE GARBAGE RECEPTACLE 1/2" = 1'-0"1 SHORT TERM BIKE STORAGE (ELEVATION) GENERAL NOTES 1. DIMENSIONS TO FACE OF BRICK UNLESS NOTED OTHERWISE. 2. INTERIOR IMPROVEMENTS SUCH AS FLOOR AND WALL FINISHES, DROPPED CEILINGS, ETC. TO BE DETERMINED BASED ON FUTURE TENANT. 3. COLUMN DIMENSIONING TO CENTERLINE OF COLUMNS, U.N.O. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON LOCATION. 4. GREASE INTERCEPTORS/GREASE TRAPS TO BE PROVIDED AS PART OF FUTURE TENANT IMPROVEMENT PERMIT SUBMITTAL AS NEEDED. 5. VESTIBULES NOT REQUIRED AT NOTED PRIMARY BUILDING ENTRANCES PER EXCEPTIONS WAC 51-11C-40247 SECTION C402.5.7 VESTIBULES. PLAN LEGEND ARROW INDICATES PRIMARY BUILDING ENTRANCE SECTION MARKER, NUMBER BELOW INDICATES PAGE WHERE SECTION CAN BE FOUND, NUMBER ABOVE INDICATES THE SECTION LOCATION ON THE PAGE. DETAIL MARKER, NUMBER BELOW INDICATES PAGE WHERE DETAIL CAN BE FOUND, NUMBER ABOVE INDICATES THE DETAIL LOCATION ON THE PAGE. GRID LINES WALL TYPE CALL OUT, SEE DETAILS ON SHEET A-601 FOR ADDITIONAL INFORMATION. 1 A101 1 A101 0 1i WALL MOUNTED EMERGENCY LIGHT W/ BATTERY BACK -UP FIRE EXTINGUISHER - WALL MOUNT BRACKET. SPACING NOT TO EXCEED 75' TRAVEL DISTANCE. MOUNTING HEIGHT NOT TO EXCEED 48" ABOVE FINISH FLOOR TO MOUNTING HANDLE HOSE BIBB: DEFER TO MECHANICAL PLUMBING DRAWINGS FOR EXACT LOCATIONS AND ADDITIONAL INFORMATION DOWNSPOUT FE HB DS 3 A-401 4 A-401 1 A-401 A C 123457 B 21 ' - 0 " 3 ' - 8 " 2 7 ' - 5 " 16' - 10" 1' - 0" 3' - 8" 17' - 10" 3' - 8" 1' - 0" 15' - 10" 1' - 0" 3' - 8" 1' - 0" 15' - 10" 1' - 0" 3' - 8" 17' - 10" 3' - 8" 1' - 0" 15' - 10" 1' - 0" 1' - 0"15' - 10"1' - 0"3' - 8"1' - 0"15' - 10"1' - 0"3' - 8"1' - 0"15' - 10"1' - 0"3' - 8"16' - 10"1' - 0"3' - 8"1' - 0"15' - 10"1' - 0"3' - 8"1' - 0"15' - 10"1' - 0" 1' - 5 " 2 ' - 3 " 1 ' - 0 " 1 9 ' - 0 " 1 ' - 0 " 3 ' - 8 " 2 7 ' - 5 " 2' - 3 " 1 ' - 5 " 5 A-401 GAS METERS ELECTRICAL PANELS 1,172 SF TENANT 6 1,158 SF TENANT 5 1,163 SF TENANT 4 1,158 SF TENANT 2 1,156 SF TENANT 1 28 ' - 3 1 / 2 " 2 8 ' - 3 1 / 2 " 59 ' - 5 " 3 6 6 6 7 3 666 6 RISER ROOM WITH FIRE ALARM PANEL ROOF HATCH AND LADDER LOCATION 1,107 SF TENANT 3 2 A-401 21' - 6"21' - 6"21' - 6"21' - 6"21' - 6"21' - 6" 5 6 666 A.1 A.1 A.1 A.1 A.1 6 A.1 6 10 6 A.1 6 4 66 2 2 1 6 4 6 A.1 6 10 6 A.1 FEC FEC FEC FE C FE C DS DS HBHB WALL TO EXTEND TO SHEATHING ABOVE ELECTRIC WALL HEATER FOR FREEZE PROTECTION 40 DEGREE F MIN. 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-201 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 FLOOR PLAN 0' 4' 8' 16'1/8" = 1'-0"1 FLOOR PLAN PROJECT NORTH TRUE NORTH 3 A-401 4 A-401 1 A-401 A-603 11 A-603 9 A C 123457 B 1/ 4 " / 1 ' - 0 " 21' - 6"21' - 6"21' - 6"21' - 6"43' - 0" 28 ' - 3 1 / 2 " 2 8 ' - 3 1 / 2 " 56 ' - 7 " ROOF HATCH OUTLET AT UNDERSIDE OF CANOPY, TYPICAL 5 A-401 SCUPPER & DOWNSPOUT A-603 9 SIM. A-603 14 A-603 10 6 129' - 0" 2 A-401 CRICKET SCUPPER & DOWNSPOUT 1 / 4 " / 1 '- 0 " 1/4" / 1'-0" 1/4" / 1'-0"1 / 4 " / 1 '- 0 " C R I C K E T CRICKET C R I C K E T MECHANICAL UNITS LOCATED PER STRUCTURAL A-603 14 SIM. A-603 14 SIM. A-603 10 SIM. A-603 11 SIM. A-603 11 SIM. A-603 11 SIM. A-603 14 SIM. A-603 14 SIM.A-603 14 SIM.ROOFTOP EQUIPMENT CURB R-13 INSULATION MIN. GENERAL NOTES 1. DIMENSIONS TO GRID LINES UNLESS NOTED OTHERWISE. 2. SEE SECTIONS ON SHEET A-401 FOR ADDITIONAL INFORMATION. 3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON SIZE AND SLOPE OF TRUSSES. 4. EXHAUST/EXHAUST DUCTS TO BE PROVIDED AS PART OF FUTURE TENANT IMPROVEMENT PERMIT SUBMITTAL AS NEEDED. ROOF LEGEND SECTION MARKER, NUMBER BELOW INDICATES PAGE WHERE SECTION CAN BE FOUND, NUMBER ABOVE INDICATES THE SECTION LOCATION ON THE PAGE. DETAIL MARKER, NUMBER BELOW INDICATES PAGE WHERE DETAIL CAN BE FOUND, NUMBER ABOVE INDICATES THE DETAIL LOCATION ON THE PAGE. GRID LINES ELECTRICAL OUTLET, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 1 A101 1 A101 0 ROOF DOWNSPOUT CALCULATION TOTAL ROOF AREA TO BE DRAINED = 7,793 SF DOWNSPOUT SIZE: PER 2018 UPC, APPENDIX D, TABLE D101.1, ANTICIPATED RAINFALL PER HOUR FOR A 100 YEAR OCCURRENCES IS 1" PER HOUR. (.01 GPM/SF) 7,793 SF x 0.01 GPM/SF = 77.93 GPM PER UPC TABLE 1101.12, THE FLOW RATE THROUGH VERTICAL LEADERS SHALL NOT EXCEED THE FOLLOWING: 2" DIAMETER WILL HANDLE = 30 GPM 3" DIAMETER WILL HANDLE = 92 GPM 4" DIAMETER WILL HANDLE = 192 GPM 2 DOWNSPOUTS OF 3" DIAMETER VERTICAL LEADER ON ROOF CAN DRAIN: 2 x 92 GPM = 184 GPM 184 GPM > 77.93 GPM = OK 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-202 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 ROOF PLAN 1/8" = 1'-0"1 ROOF PLAN 0' 4' 8' 16' PROJECT NORTH TRUE NORTH FLOOR 1 0" PARAPET @ STUCCO 21' - 3" BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" 1234576 A-801 3 TYP. 2 8 3 9 65 2 6 1 3 5 8 3 536 16 8' - 0 " TYPICAL MOUNTING HEIGHT U.N.O FLOOR 1 0" PARAPET @ STUCCO 21' - 3" BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" 1 2 3 4 5 76 A-801 1 A-801 1 SIM 3335 3 SCUPPER PAINTED TO MATCH STUCCO BEYONDSIGNAGE TO BE ADDED BY FUTURE TENANTS 2 2 6 68 1 5 8' - 0 " TYPICAL MOUNTING HEIGHT U.N.O. 7 A-602 7 A-602 FLOOR 1 0" BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" A CB A-801 2 SIM 1 2 5 6 8' - 0 " TYPICAL MOUNTING HEIGHT U.N.O. FLOOR 1 0" BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" ACB A-801 2 1 2 5 9 2 8' - 0 " TYPICAL MOUNTING HEIGHT U.N.O. MATERIALS KEY & LEGEND 1 BRICK VENEER - STANDARD FACE BRICK/STANDARD RUNNING BOND MUTUAL MATERIALS COLOR: DESERT WHITE BRICK VENEER - STANDARD FACE BRICK/SOLDIER COURSE/SILL MUTUAL MATERIALS COLOR: COAL CREEK STUCCO COATING - COMMERCIAL CEMENT PLASTER DRYVIT - OUTSULATION OR SIMILAR FINISH TYPE: DPR SANDBLAST COLOR: WINTER EVE (#132) 2 3 FIBER CEMENT PANEL - SHERWIN WILLIAMS PAINT COLOR: 7069 IRON ORE METAL CAP - SHERWIN WILLIAMS PAINT COLOR: 7069 IRON ORE STEEL CANOPY - PER DETAILS SHEET A-603 SHERWIN WILLIAMS PAINT COLOR: 7069 IRON ORE METAL FLASHING - SHERWIN WILLIAMS PAINT COLOR: 7674 PEPPERCORN FABRIC AWNING - CAPITOL SIGN & AWNING OR SIMILAR TRIVANTAGE - SUNBRELLA MAYFIELD COLLECTION COLOR: TBD 6 7 8 10 WALL SCONCE - ARCHITECTURAL 2 LIGHT 12" TALL OUTDOOR ALUMINUM WALL SCONCE MANUFACTURER: TBD COLOR: BLACK NOTE: PROVIDE EGRESS ILLUMINATION PER IBC 1008.2. SEE ELECTRICAL. STOREFRONT - THERMAL ALUMINUM FRAMING SYSTEM KAWNEER TRI-FAB VG 450/451/451T OR APPROVED EQUAL COLOR: BLACK * SHALL HAVE A MINIMUM U-VALUE OF 0.40 AND SHGC OF 0.40 BIKE RACK - DERO ARC RACK MANUFACTURER: DERO COLOR: BLACK 9 4 5 10 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-301 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 ELEVATIONS DE U T S C H E R - 1 SOUTH ELEVATION 2 NORTH ELEVATION 3 EAST ELEVATION 4 WEST ELEVATION 0' 4' 8' 16' 0' 4' 8' 16' 0' 4' 8' 16' 0' 4' 8' 16' WALL AREA CALCULATIONS TOTAL WALL AREA FOR CONDITIONED SPACE: 7,034 SF TOTAL VERTICAL FENESTRATION AREA: 1,784.6 SF WINDOW TO WALL RATIO: 1,784.6 / 7,034 = 0.253 OR 25% FLOOR 1 0" 4 A-401 BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" ACB A-602 5 28' - 3 1/2" 28' - 3 1/2" 5 A-401 A-602 7 A-501 5 4 X 16 BEAM, SEE STRUCTURAL FLOOR 1 0" 3 A-401 BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" 1 A-401 1 2 3 4 5 7 21' - 6"21' - 6"21' - 6"21' - 6"21' - 6"21' - 6" 1,172 SF TENANT 6 1,158 SF TENANT 5 1,163 SF TENANT 4 1,158 SF TENANT 2 1,156 SF TENANT 1 6 1,107 SF TENANT 3 2 A-401 FLOOR 1 0" 4 A-401 BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" ACB 28' - 3 1/2" 28' - 3 1/2" 5 A-401 A-501 2 A-501 3 FLOOR 1 0" PARAPET @ STUCCO 21' - 3" 3 A-401 BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" 1 A-401 1 2 3 4 5 721' - 6"21' - 6"21' - 6"21' - 6"21' - 6"21' - 6"6 A-501 1 2 A-401 A-501 1 SIM 2' - 6 7/8" FLOOR 1 0" 4 A-401 BOTTOM OF ROOF 16' - 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" ACB 5 A-401 A-501 4 A-501 1 SIM 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-401 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 SECTIONS 3 NORTH-SOUTH SECTION 2 4 EAST-WEST SECTION 3 1 NORTH-SOUTH SECTION 1 0' 4' 8' 16' 0' 4' 8' 16'0' 4' 8' 16' 1/8" = 1'-0"5 EAST-WEST SECTION 4 1/8" = 1'-0"2 NORTH - SOUTH SECTION 3 0' 4' 8' 16' 0' 4' 8' 16' 4 X 16 BEAM, SEE STRUCTURAL FLOOR 1 0" PARAPET @ BRICK (LOWER) 23' - 4 1/2" A-602 4 A-801 4 A-801 11 A-603 12 8 1 / 2 " A-602 4 A-602 3 A-801 4 A-603 13 8 1 / 2 " A-602 4 A-602 5 A-602 6 A-603 15 A-602 4 A-602 1 A-603 15 A-602 3 FLOOR 1 0" PARAPET @ STUCCO 21' - 3" A-602 8 A-801 4 A-603 8 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-501 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 WALL SECTIONS 1/2" = 1'-0"1 WALL SECTION AT BRICK W/ STOREFRONT 1/2" = 1'-0"2 WALL SECTION AT STUCCO W/ STOREFRONT 1/2" = 1'-0"3 WALL SECTION AT STUCCO 1/2" = 1'-0"4 WALL SECTION AT BRICK W/ WINDOW 1/2" = 1'-0"5 WALL SECTION AT STUCCO WITH STOREFRONT 2 BATT INSULATION PER PLANS, R-21 MINIMUM 3 1/2" BRICK VENEER PER ELEVATIONS NOTE: PROVIDE CONTINUOUS SILL GASKET AT ALL EXTERIOR WALLS WALL TYPE: WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 2x6 WOOD STUDS @ 16" O.C. 6 MASONRY ANCHORS SPACED 24" MAXIMUM HORIZONTALLY, 18" VERTICALLY 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, PER STRUCTURAL 1" AIR SPACE MINIMUM 5/8" TYPE X GWB AT INTERIOR BATT INSULATION PER PLANS, R-21 MINIMUM 2x6 WOOD STUDS @ 16" O.C. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, PER STRUCTURAL WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 1" EPS INSULATION BOARD WALL TYPE:4 NOTE: PROVIDE CONTINUOUS SILL GASKET AT ALL EXTERIOR WALLS EPS REINFORCING MESH EMBEDDED IN BASE COAT EPS FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" EPS ADHESIVE OR FASTENER 1" 1" AIR SPACE MINIMUM W/ FURRING STRIPS 5 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE, R-21 MINIMUM 2x6 WOOD STUDS @ 16 O.C. 5/8" TYPE X GWB ON ONE SIDE APPLIED AT RIGHT ANGLES TO 2x6 WOOD STUDS WITH 2 1/4" TYPE 'S' OR 'W' DRYWALL SCREWS 12" O.C., VERTICAL JOINTS STAGGERED 16" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C., ON OPPOSITE SIDES. NOTE: GA FILE NO. WP 3510 OR SIMILAR WALL TYPE:3 1/2" PLYWOOD SHEATHING, PER STRUCTURAL RESILIENT CHANNELS @ 24" O.C. ATTACHED AT RIGHT ANGLES TO BOTH SIDES OF 2x6 STUD WITH 1-1/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER OF 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1' TYPE 'S' DRYWALL SCREWS @ 8" O.C. WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS 5 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE 2x6 WOOD STUDS @ 16 O.C. 5/8" TYPE X GWB AT INTERIOR WALL TYPE:1 PER IBC SECTION 722 & 722.6.2 (1&2) CALCULATED FIRE RESISTANCE. THE BUILT UP SECTION MEETS A 1-HR FIRE RESISTANCE RATING: BRICK WALL: - 1 LAYER OF 5/8" TYPE X GYPSUM = 40 MIN PER TABLE 722.6.2(1) - WOOD STUDS @ 16" O.C. = 20 MIN. PER TABLE 722.6.2(2) - 40 MIN + 20 MIN = 60 MIN. (1 HR OK) STUCCO WALL: - 1 LAYER OF 5/8" TYPE X GYPSUM = 40 MIN PER TABLE 722.6.2(1) - WOOD STUDS @ 16" O.C. = 20 MIN. PER TABLE 722.6.2(2) - 40 MIN + 20 MIN = 60 MIN. (1 HR OK) PER 2021 WSEC TABLE C402.1.3 CLIMATE ZONE 4C: R-21 FOR WALLS REQUIRED R-38ci FOR ROOF REQUIRED R-10 FOR UNHEATED SLABS FOR 24" BELOW REQUIRED BRICK WALL: R-21 BATT INSULATION = 21.00 (OK) EPS WALL: R-21 BATT INSULATION = 21.00 (OK) ROOF: MIN. R-38 POLYISOCYANURATE RIGID INSULATION = 38.00 (OK) UNHEATED SLAB: MIN. R-10 POLYISOCYANURATE RIGID INSULATION = 10.00 (OK) FIRE RESISTANCE RATING R-VALUE RATING REINFORCED CONCRETE SLAB PER STRUCTURAL 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP CAPILLARY LAYER PER GEOTECH PREPARE SOILS PER CIVIL, STRUCTURAL AND GEOTECH R-10 MINIMUM POLYISOCYANURATE RIGID INSULATION UNDER ENTIRE SLAB AND EDGE, SEE DETAIL #1 & 2 ON SHEET A-602 FOR ADDITIONAL INFORMATION.4" 2 1 / 4 " 6" R-38 MIN. POLYISOCYANURATE INSULATION, MECHANICALLY FASTENED. ROOFING MEMBRANE FULLY ADHERED AIR AND VAPOR BARRIER MEMBRANE PLYWOOD SHEATHING PER STRUCTURAL ENGINEERED ROOF PER STRUCTURAL, WITH SLOPED TOP CHORD FOR DRAINAGE, SEE SHEET A-202 & A-401 FOR ADDITIONAL INFORMATION. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. BASIS OF DESIGN OF EXTERIOR BUILDING FINISHES NOTE: COLORS AND MATERIALS TO VERIFIED PRIOR TO ORDERING ROOFING ROOF MEMBRANE: TPO ROOF MEMBRANE; CLASS C SCUPPER/OVERFLOW: SHERWIN WILLIAMS PAINT COLOR: SW 7069 IRON ORE DOWNSPOUTS: SHERWIN WILLIAMS PAINT COLOR: SW 7069 IRON ORE PARAPET COPING AT BRICK: SHERWIN WILLIAMS PAINT COLOR: SW 7069 IRON ORE PARAPET COPING AT STUCCO: SHERWIN WILLIAMS PAINT COLOR: SW 9163 TIN LIZZIE SIDING BRICK: SUMMIT BRICK COLOR: ALASKAN WHITE IN STANDARD RUNNING BOND BLACK DIAMOND IN SOLDIER COURSE / SILL STUCCO: DRYVIT - OUTSULATION OR SIMILAR COLOR: GRAY STEELE (#623A) IN SANDBLAST TEXTURE CONCRETE: LEVEL 5 FINISH; TROWELED FINISH; SMOOTH & FLAT WITH SEALANT TRIM STOREFRONT TRIM: SHERWIN WILLIAMS PAINT COLOR: SW 7069 IRON ORE FENESTRATION STOREFRONT: KAWNEER TRIFAB VERSAGLAZE 450/451/451T COLOR: DARK BRONZE (#29) IN ANODIZE FINISH DOORS EXTERIOR ENTRY: SIMPSON DOOR COMPANY - ARTIST SERIES 4976 COLOR: FIR - STAIN CANOPIES STEEL CANOPY: STEEL 8"x13.75" C CHANNEL FRAME 3/4" DIA. SUSPENSION ROD WITH ADJUSTABLE TURNBUCKLE 1 1/2" DEEP 22 GAUGE AEP MINI V BEAM DECK (ATTACH PER MANUFACTURER AND STRUCTURAL) METAL DECK SLOPED TO DRAIN CANOPY WATER COLLECTION COLOR: SHERWIN WILLIAMS PAINT AND PRIME SW 7069 IRON ORE FABRIC AWNING STRUCTURE: CAPITOL SIGN & AWNING OR SI MILAR COLOR & FABRIC: TRIVANTAGE - SUNBRELLA MAYFIELD COLLECTION AWNING OR SIMILAR -TBD EXPOSED STRUCTURAL METAL STRUCTURAL METAL: SHERWIN WILLIAMS PAINT AND PRIME COLOR: SW 7069 IRON ORE LIGHT FIXTURES WALL SCONCE: SUNSET LIGHTING - ARCHITECTURAL 2 LIGHT 15" TALL OUTDOOR ALUMINUM WALL SCONCE COLOR: OIL BRONZE 5/8" TYPE X GWB AT INTERIOR BATT INSULATION PER PLANS, R-21 MINIMUM 2x6 WOOD STUDS @ 16" O.C. 1/2" PLYWOOD SHEATHING, PER STRUCTURAL WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 1" EPS INSULATION BOARD WALL TYPE:5 NOTE: PROVIDE CONTINUOUS SILL GASKET AT ALL EXTERIOR WALLS EPS REINFORCING MESH EMBEDDED IN BASE COAT EPS FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" EPS ADHESIVE OR FASTENER 1" 1" AIR SPACE MINIMUM W/ FURRING STRIPS 5 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE, R-21 MINIMUM 2x6 WOOD STUDS @ 16 O.C. 5/8" TYPE X GWB ON ONE SIDE APPLIED AT RIGHT ANGLES TO 2x6 WOOD STUDS WITH 2 1/4" TYPE 'S' OR 'W' DRYWALL SCREWS 12" O.C., VERTICAL JOINTS STAGGERED 16" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C., ON OPPOSITE SIDES. NOTE: GA FILE NO. WP 3510 OR SIMILAR WALL TYPE:2 1/2" EXTERIOR PLYWOOD SHEATHING, PER STRUCTURAL 5/8" TYPE X GWB AT INTERIOR BATT INSULATION PER PLANS, R-21 MINIMUM 3 1/2" BRICK VENEER PER ELEVATIONS NOTE: PROVIDE CONTINUOUS SILL GASKET AT ALL EXTERIOR WALLS WALL TYPE: WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 2x6 WOOD STUDS @ 16" O.C. 7 MASONRY ANCHORS SPACED 24" MAXIMUM HORIZONTALLY, 18" VERTICALLY 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 1" AIR SPACE MINIMUM 3 1/2" BRICK VENEER PER ELEVATIONS MASONRY ANCHORS SPACED 24" MAXIMUM HORIZONTALLY, 18" VERTICALLY WEATHER RESISTANT BARRIER 1" AIR SPACE, MINIMUM 8" MASONRY WALL, PER STRUC. R-10 MIN. POLYISOCYANURATE RIGID INSULATION 2" MIN. 7 5/8" WALL TYPE:10 NOTE: PROVIDE CONTINUOUS SILL GASKET AT ALL EXTERIOR WALLS RESILIENT CHANNELS @ 24" O.C. ATTACHED AT RIGHT ANGLES TO BOTH SIDES OF 2x6 STUD WITH 1-1/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER OF 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1' TYPE 'S' DRYWALL SCREWS @ 8" O.C. WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS 5 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE 6" METAL STUD @ 16 O.C. 5/8" TYPE X GWB AT INTERIOR WALL TYPE:11 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-601 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 ASSEMBLY & BASIS OF DESIGN 3" = 1'-0"6 BRICK @ WOOD FURRED WALL 3" = 1'-0"4 STUCCO @ WOOD STUD WALL 3" = 1'-0"3 INT. 2x6 FURRING WALL (SHEAR WALL) 3" = 1'-0"1 INTERIOR 2x6 COMMERCIAL SPACE WALL 1 1/2" = 1'-0"9 CONCRETE SLAB ON GRADE TYP. FLOOR 1 1/2" = 1'-0"8 ROOF ASSEMBLY 3" = 1'-0"5 STUCCO @ WOOD STUD WALL (SHEAR WALL) 3" = 1'-0"2 INT. 2x6 FURRING WALL 3" = 1'-0"7 BRICK @ WOOD STUD WALL (SHEAR WALL) 3" = 1'-0"10 EXT. CONCRETE W/MASONRY (2-HR) 3" = 1'-0"11 INTERIOR 2x6 COMMERCIAL SPACE WALL 2 WEATHER RESISTANT BARRIER, CONTINUOUS. BRICK VENEER PER ELEVATIONS VENT CELLS @ EVERY OTHER BASE JOINT 2 X PT PLATE 1" MIN. AIR GAP SIDEWALK PER CIVIL R-21 MIN. INSULATION 2' - 8 " 1 1/2" AIR GAP AT BASE PROVIDE FLASHING ROW LOCK COURSE STRETCHER COURSE SOLDIER COURSE 10" MORTAR NET/MORTAR TRAP TYP. METAL COPING WITH FLASHING DRIP EDGES WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 1/2" PLYWOOD SHEATHING PER STRUCTURAL BRICK VENEER PER ELEVATION 1/2" BLOCKING AS REQUIRED METAL FLASHING HSS COLUMN PER STRUCTURAL PROVIDE ROCKWOOL INSULATION IN CAVITY ROW LOCK COURSE SOLDIER COURSE ROW LOCK COURSE STRETCHER COURSE 8" 1" METAL FLASHING METAL COPING WITH FLASHING DRIP EDGES 1" EPS INSULATION BOARD ADHERED WITH ADHESIVE OR FASTENER WITH DRYVIT DPR FINISH IN "SANDBLAST" 1/2" PLYWOOD SHEATHING PER STRUCTURAL WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS 1" EPS INSULATION BOARD EPS ADHESIVE OR FASTENER EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT EPS DPR FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" HSS COLUMN PER STRUCTURAL R-38 MIN RIGID INSULATION PROVIDE ROCKWOOL INSULATION IN CAVITY SIDEWALK PER CIVIL 2 X PT PLATE 3/4" AIR GAP/ FURRING WEATHER RESISTANT BARRIER, CONTINUOUS. 1" EPS INSULATION BOARD WITH ADHESIVE TO ATTACH TO FURRING EPS REINFORCING MESH EMBEDDED IN EPS BASE COAT DRYVIT BASE COAT AND FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" 1/2" PLYWOOD SHEATHING 1/2" REVEAL 2' - 6 1 / 2 " BRICK VENEER PER ELEVATIONS BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR KAWNEER TRIFAB VERSAGLAZE 450/451/451T PROVIDE WEEP HOLE BETWEEN EACH BRICK AT HEADER LOCATIONS SEE DETAILS & TYPE ON SHEET A-801 AND ELEVATIONS ON SHEET A-301 FOR SIZE AND TYPE 1/2" PLYWOOD SHEATHING PROVIDE FLASHING WEATHER RESISTANT BARRIER, CONTINUOUS. R-21 MIN. INSULATION MECHANICAL FASTENER BRICK TIES AS NEEDED HSS 14x4x1/2 PER STRUCTURAL PROVIDE BENT PLATE WITH FILLER PER STRUCTURAL 2x BLOCKING PER STRUCTURAL HSS COLUMN PER STRUCTURAL, BEYOND 1/2" 1" EPS INSULATION BOARD 1/2" x 8" REVEAL COATED WITH DRYVIT DPR FINISH IN "SANDBLAST" FABRIC AWNING PER ELEVATION 1/2" SIMPSON LEDGER SCREW W/ 6" MIN. PENETRATION 4x6 WOOD BLOCKING, PER STRUCTURAL 1.5x1.5 ALUMINUM SUPPORT EPS ADHESIVE OR FASTENER EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT EPS DPR FINISH IN "SANDBLAST", VARIES IN THICKNESS: 1/16"-1/4" WEATHER RESISTANT BARRIER, CONTINUOUS. 1/2" PLYWOOD SHEATHING PER STRUCTURAL 5/8" TYPE X GYPSUM BOARD HSS COLUMN PER STRUCTURAL 1" EPS INSULATION BOARD SELF ADHERED WEATHER RESISTANT BARRIER OVER FLASHING RECEIVER FLASHING OVER SCUPPER FLANGE ADHERE ROOFING TO MEMBRANE- CLAD METAL SCUPPER BOX BY OTHERS OVERFLOW OPENING,1" BELOW SCUPPER, T.O. ROOF SCUPPER CONDUCTOR HEAD PER ROOF PLAN OUTFLOW TUBE FIT DOWNSPOUT PER ROOF PLAN 4" DOWNSPOUT EPS ADHESIVE OR FASTENER EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT EPS DPR FINISH IN "SANDBLAST", VARIES IN THICKNESS: 1/16"-1/4" PROVIDE ROCKWOOL INSULATION IN CAVITY 2 X PT PLATE SIDEWALK PER CIVIL 4" REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS VENT CELLS @ EVERY OTHER BASE JOINT 1 1/2" AIR GAP AT BASE R-10 MINIMUM POLYISOCYANURATE RIGID INSULATION 2" MIN. REINFORCED CONCRETE STEM WALL PER STRUCTURAL DRAWINGS REINFORCED CONCRETE FOOTING PER STRUCTURAL DRAWINGS CAPILLARY LAYER PER GEOTECH PREPARE SOILS PER CIVIL, STRUCTURAL AND GEOTECH 1' - 4 " VERIFY 11" MIN. 2' - 0" RIGID 1/2" PLYWOOD SHEATHING 4-1/2" PERFORATED FOOTING DRAIN WRAPPED IN FILTER FABRIC, SEE CIVIL 45 DEGREE CHAMFER AT TOP OF RIGID INSULATION 2 X6 PT PLATE SIDEWALK PER CIVIL 4" REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS REINFORCED CONCRETE STEM WALL PER STRUCTURAL DRAWINGS R-10 MINIMUM POLYISOCYANURATE RIGID INSULATION 2" MIN. CAPILLARY LAYER PER GEOTECH REINFORCED CONCRETE FOOTING PER STRUCTURAL DRAWINGS. PREPARE SOILS PER CIVIL, STRUCTURAL AND GEOTECH EXTERIOR 2x6 STUD WALL PER PLANS VERIFY 6" PE R S T R U C T U R A L MIN. 2' - 0" RIGID PER STRUCTURAL FLASHING SYSTEM DRYVIT DPR FINISH IN SANDBLAST 1/2" PLYWOOD SHEATHINGGYPSUM SHEATHING 4-1/2" PERFORATED FOOTING DRAIN WRAPPED IN FILTER FABRIC, SEE CIVIL 45 DEGREE CHAMFER AT TOP OF RIGID INSULATION SIDEWALK PER CIVIL 4" REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS VERTICAL REINFORCEMENT PER STRUCTURAL VENT CELLS @ EVERY OTHER BASE JOINT 1 1/2" AIR GAP AT BASE R-10 MINIMUM POLYISOCYANURATE RIGID INSULATION 2" MIN. REINFORCED CONCRETE STEM WALL PER STRUCTURAL DRAWINGS REINFORCED CONCRETE FOOTING PER STRUCTURAL DRAWINGS CAPILLARY LAYER PER GEOTECH PREPARE SOILS PER CIVIL, STRUCTURAL AND GEOTECH 1' - 4 " MIN. 2' - 0" RIGID BRICK PER ELEVATIONS METAL FLASHING W/DRIP EDGE WATER RESISTANT SURFACE TREATMENT AT BRICK BELOW GRADE GROUT OR MORTAR FILL MORTAR COLLECTION NET PE R S T R U C . AIR, MOISTURE, VAPOR BARRIER AS REQUIRED FLASHING SYSTEM 8" MASONRY WALL PER STRUC. VAPOR BARRIER 45 DEGREE CHAMFER AT TOP OF RIGID INSULATION 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-602 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 DETAILS - GENERAL 1" = 1'-0"2 DETAIL - BRICK BASE 1" = 1'-0"4 DETAIL - BRICK PARAPET 1" = 1'-0"8 DETAIL - STUCCO PARAPET 1" = 1'-0"6 DETAIL - STUCCO BASE 1" = 1'-0"3 SOLDIER COURSE DETAIL 1" = 1'-0"7 DETAIL - STUCCO REVEAL 1" = 1'-0"10 GUTTER DETAIL 1" = 1'-0"1 FOOTING TYP. DETAIL @ BRICK 1" = 1'-0"5 FOOTING TYP. DETAIL @ STUCCO 1" = 1'-0"9 FOOTING TYP. DETAIL @ MASONRY WALL A-603 3 A-603 2 1/4"/1'-0" FIBER CEMENT PANEL PER ELEVATION KAWNEER TRIFAB VERSAGLAZE 450/451/451T STOREFRONT PER SHEET A-801, TYPICAL 2x6 PER STRUCTURAL BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 24 GAUGE FACTORY FINISHED DRIP FLASHING WITH HEMMED DRIP EDGE, TYPICAL. 3/4" STEEL ROD W/ THREADED ENDS 3/4" THRU BOLTS AT PLATE CONNECTOR ATTACHED TO C- CHANNEL PER STRUCTURAL 1 1/2" 22 GAUGE METAL ROOFING, AEP SPAN MINI-V-BEAM OR EQUAL, FACTORY FINISHED BLACK C8x13.75 FASCIA 2"2" HSS 4x4x1/2" PER STRUCTURAL 1/4"/1'-0" DASHED LINE INDICATES DRAINAGE DIRECTION 2" 4 " 6" 3/4" STEEL ROD W/ TREADED ENDS, PAINTED 3/4" THRU BOLTS AT PLATE CONNECTOR, PAINTED 1 1/2" 22 GAUGE METAL ROOFING, AEP SPAN MINI-V-BEAM OR EQUAL, FACTORY FINISHED BLACK HSS 4x4x1/2" PER STRUCTURAL, PAINTED STEEL C- CHANNEL C8x13.75 FASCIA, PAINTED PAINTED SIDE 3/4" STEEL ROD W/ THREADED ENDS, PAINTED CLEVIS PLATE PER STRUCTURAL, PAINTED EMBED PER STRUCTURAL BRICKS PER ELEVATION 3/4" THRU BOLTS AT PLATE CONNECTOR, PAINTED HSS 5x5x3/8 COLUMN PER STRUCTURAL 2' - 3 " 16' - 6" A-603 5 A-603 6 1/4"/1'-0" EPS PER ELEVATIONS BRACKET WITH (12) SDS SCREWS, PER STRUCTURAL. 1 1/2" DEEP 22 GAUGE METAL ROOFING, AEP SPAN MINI-V- BEAM OR EQUAL, FACTORY FINISHED BLACK PROVIDE DOUBLE STUD AT BRACKET 1 1 / 2 " 3" 3" 2" 6" 1"3"1" 1/2" HSS 4x4x1/4" PER STRUCTURAL, PAINTED 1" 1 1 / 2 " 3" 3" 2" PAINTED HSS 4x4x1/4" TUBE STEEL PURLIN CONTINUOUS, TYPICAL, PER STRUCTURAL. C8x13.75 FASCIA 1 1/2" 22 GAUGE METAL ROOFING, AEP SPAN MINI-V-BEAM OR EQUAL, FACTORY FINISHED BLACK 2"1/4"/1'-0" 16' - 4" EQ EQ EQ EQ 6' - 0 " 4x6 BLOCKING @ CANOPY W/ A34 TOP AND BOTTOM EACH END, PER STRUCTURAL FABRIC AWNING PER ELEVATIONS SHEET A-301 & SEE BASIS OF DESIGN ON SHEET A-601 FOR ADDITIONAL INFORMATION 5 1/8 x 16 1/2 HEADER, PER STRUCTURAL ATTACH CANOPY PER MANUFACTURER DETAILS 1/2" LAG SCREW, TYP. 1 A-603 1/4"/1'-0" A-603 2 A-603 7 1/2" CLR 2 1/2"2 1/2" 1 1 / 2 " 3" 1 1 / 2 " HSS 5x5x3/8 PER STRUCTURAL 1 1/2" 22 GAUGE METAL ROOFING, AEP SPAN MINI- V-BEAM OR EQUAL, FACTORY FINISHED BLACK HSS 4x4x1/2" TUBE STEEL PURLIN CONTINUOUS, TYPICAL PER STRUCTURAL C8.13.75 FASCIA 1/2" PLATE BRACKET CONNECTED TO FASCIA AND HSS COLUMN PER STRUCTURAL 1/2" 7' - 10"7' - 10" 15' - 8" 7' - 0 " 6' - 5 1/2"2' - 9 1/2"7"6' - 6" 16' - 4" 2' - 1 " 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-603 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 DETAILS - CANOPY 1" = 1'-0"13 CANOPY SECTION @ STOREFRONT W/ TIE ROD 3" = 1'-0"3 CANOPY DETAIL @ STOREFORNT W/ TIE ROD 3" = 1'-0"2 CANOPY @ FASCIA W/ TIE ROD 3" = 1'-0"1 TIE ROD @ CANOPY 3" = 1'-0"4 TIE ROD @ BRICK WALL 1/2" = 1'-0"11 STEEL CANOPY CANTILEVERED 1" = 1'-0"15 CANOPY @ BRICK CANTILEVER 3" = 1'-0"5 CANOPY @ WALL CANTILEVER 3" = 1'-0"6 CANOPY @ FASCIA CANTILEVER 1/2" = 1'-0"9 FABRIC AWNING PER MANUFACTURER 1" = 1'-0"8 FABRIC CANOPY @ EPS WALL 1" = 1'-0"12 CANOPY SECTION @ BRICK W/ TIE ROD 3" = 1'-0"7 CANOPY DETAIL @ BRICK W/ TIE ROD 1/2" = 1'-0"14 STEEL CANOPY / CABLE TIE ROD SUPPROT 1/2" = 1'-0"10 FABRIC AWNING PER MANUFACTURER T. T. T. T. 1' - 7" 4' - 9" 3' - 2" 9' - 7 " 2' - 6 " 5' - 7 " 1' - 6 " TY P E A D O O R H E I G H T 8' - 0 " 6 A-801 5 A-801 4 A-801 6 A-801 10 A-801 TYPE A DOOR WIDTH 3' - 0" T. T. 1' - 7"1' - 7"1' - 7"1' - 7"1' - 7"1' - 7" 11 A-801 3' - 0 " 1" LOW-E INSULATED GLAZING IN THERMALLY BROKEN STOREFRONT SYSTEM, TYPICAL STOREFRONT FASTENED TO CONCRETE FLOOR 1/2" BLOCKING BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR LIQUID APPLIED FLASHING CONTINUED PROSOCO R- GUARD CAT-5 1/4" / 1'-0" EXT. 2X6 WOOD STUDS R-21 MINIMUM INSULATION 5/8" TYPE X GYP AT INTERIOR DASHED LINE REPRESENTS WEATHER RESISTANT BARRIER BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 1" LOW-E INSULATED GLAZING IN THERMALLY BROKEN STOREFRONT SYSTEM, TYPICAL BRICK PER ELEVATIONS HSS 14x4x1/2 BEAM PER STRUCTURAL 1/2" PLYWOOD AT INTERIOR SIDE ONLY AT SHEAR WALL. SEE FLOOR PLAN SHEET A-201 FOR ADDITIONAL INFORMATION METAL FLASHING 1" LOW-E INSULATED GLAZING IN THERMALLY BROKEN STOREFRONT SYSTEM, TYPICAL BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 2X6 WOOD STUDS 5/8" TYPE X GWB AT INTERIOR DASHED LINE REPRESENTS WEATHER RESISTANT BARRIER BRICK PER ELEVATIONS BRICK TIE ANCHOR AS REQUIRED R-21 MINIMUM INSULATION HSS 5x5x3/8 COLUMN PER STRUCTURAL PLYWOOD AT INTERIOR ONLY AT SHEAR WALL EPS DPR FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" DASHED LINE REPRESENTS WEATHER RESISTANT BARRIER CASING/DRIP REVEAL WITH WEEPS 1" LOW-E INSULATED GLAZING IN THERMALLY BROKEN STOREFRONT SYSTEM, TYPICAL EPS ADHESIVE OR FASTENER BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 2X6 WOOD STUDS 5/8" TYPE X GWB EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT AQUAFLASH SYSTEM 1" EPS INSULATION BOARD R-21 MINIMUM INSULATION PLYWOOD AT INTERIOR SIDE ONLY AT SHEAR WALL. SEE FLOOR PLAN SHEET A-201 FOR ADDITIONAL INFORMATION. 1" LOW-E INSULATED GLAZING IN THERMALLY BROKEN STOREFRONT SYSTEM, TYPICAL BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 2X6 WOOD STUDS 1" EPS INSULATION BOARD WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT EPS DPR FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" AQUAFLASH SYSTEM EPS ADHESIVE OR FASTENER R-21 MINIMUM INSULATION HSS 5x5x3/8 COLUMN PER STRUCTURAL PLYWOOD AT INTERIOR ONLY AT SHEAR WALL STOREFRONT TO BE KAWNEER TRIFAB VERSAGLAZE 450/451/451T ARTIST SERIES 4947 FIR - STAIN, SIMPSON DOOR COMPANY PER DOOR SCHEDULE AND ELEVATION GENERAL NOTES - DOORS 1. DOOR BASIS OF DESIGN: EXTERIOR ENTRY: COMMERCIAL STOREFRONT ENTRY DOORS AT COMMERCIAL ENTRY. DOOR: ARTIST SERIES 4976 FIR - STAIN, SIMPSON DOOR COMPANY 2. STOREFRONT DOORS HINGED JAMB SIDE SHALL BE VERIFIED BY CONTRACTOR AND STOREFRONT MANUFACTURER. 3. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 4. ALL DOORS W/ GLAZING SHALL BE SAFETY GLAZING PER IBC 2406. 5. ALL EXTERIOR GLAZING PRODUCTS SHALL BE LABELED WITH RATED U-FACTOR, SHGC, VT AND LEAKAGE RATING. 6. DOOR HARDWARE TYPE AND QUALITY SHALL BE COORDINATED AND VERIFIED WITH OWNER. 7. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISHED FLOOR. 8. CLOSERS SHALL CONFORM TO OPENING FORCE REQUIREMENTS OF 2018 IBC, SECTION 1010.1.3 AS AMENDED BY WASHINGTON STATE. 10. DOOR HANDLE, HINGES AND ALL OTHER HARDWARE TO BE PROVIDED BY SUPPLIER/MANUFACTURER. 11. ALL STOREFRONT ENTRY DOORS TO HAVE A U-FACTOR OF 0.6 OR BETTER & SHGC OF 0.4 OR BETTER. GENERAL NOTES - STOREFRONT 1. ALL GLAZING PRODUCTS SHALL BE LABELED WITH RATED U-FACTOR , SHGC, VT AND LEAKAGE RATING. 2. VERIFY STOREFRONT ROUGH OPENING PER MANUFACTURERS SPECIFICATIONS. 3. ALL STOREFRONT TO BE KAWNEER TRIFAB VERSAGLAZE 450/451/451T IN ANODIZE FINISH BLACK (#29) OR APPROVED EQUAL. 4. TEMPERED (SAFETY GLAZING) SHALL BE PROVIDED AT HAZARDOUS LOCATIONS PER 2018 IBC SECTIONS 2406.4. TEMPERED GLAZING IS TO MEET THE IMPACT AND IDENTIFICATION REQUIREMENTS OF IBC SECTIONS 2406.1 - 2406.3. 5. TEMPERED GLAZING TO BE PROVIDED WHERE 'T' IS INDI CATED ON DRAWINGS BELOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WHICH OPENINGS ARE REQUIRED TO RECEIVE TEMPERED GLAZING ACCORDING TO THE DRAWINGS. 6. ALL FIXED STOREFRONT U-FACTOR TO BE U-0.38 OR BETTER AND SHGC OF 0.40 OR BETTER PER 2018 IBC TABLE C402.4. ARTIST SERIES 4947 FIR - STAIN, SIMPSON DOOR COMPANY PER DOOR SCHEDULE AND ELEVATION ALUMINUM DOOR THRESHOLD SET IN SEALANT AND SECURED TO CONCRETE SLAB. CONCRETE WALK, SLOPE AWAY FROM ENTRY. INSTALLED PER MANUFACTURER'S INSTRUCTIONS 1/4" / 1'-0" EXT. C FLUSH PANEL SOLID CORE KEYED LEVERSET & DEADBOLT 6' - 8 " 3' - 0" 3' - 0 " 15' - 10" 3' - 2"3' - 2"3' - 2"3' - 2"3' - 2" 1' - 6 " 5' - 5 " 2' - 8 " 10 A-8017 A-801 19' - 0" 3' - 3" 4' - 8" 3' - 2" 4' - 8" 3' - 3" 9' - 7 " 2' - 6 " 5 ' - 7 " 1 ' - 6 " 5 A-801 4 A-801 6 A-801 6 A-801 10 A-801 TY P E A D O O R H E I G H T 8' - 0 " ( D O O R O P T I O N ) TYPE A DOOR WIDTH 3' - 0" T. T. T. T. T. T. BACKER ROD AND CONTINUOUS BEAD OF SEALANT, TYPICAL AT INTERIOR AND EXTERIOR 1" EPS INSULATION BOARD WEATHER RESISTANT BARRIER OVER PLYWOOD SHEATHING, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURERS DETAILS EPS REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT EPS DPR FINISH IN "SANDBLAST" VARIES IN THICKNESS: 1/16"-1/4" AQUAFLASH SYSTEM EPS ADHESIVE OR FASTENER R-21 MINIMUM INSULATION PLYWOOD AT INTERIOR ONLY AT SHEAR WALL METAL FLASHING 525 COLUMBIA ST. | OLYMPIA, WA 98501 360.915.8775 | tasolympia.com All material herein constitutes the original and unpublished work of the architect and may not be used, duplicated, or disclosed without the written consent of the architect. Copyright © 2025 by Thomas Architecture Studio. All rights reserved. A-801 Project No: 2521 NOVEMBER 14, 2025 PERMIT SET Y E L M C O M M E R C I A L B L D G 1 DE U T S C H E R - 15 1 5 2 B E R R Y V A L L E Y D R S E Y E L M , W A 9 8 5 9 7 DOOR & WINDOW DETAILS 1/2" = 1'-0"3 STOREFRONT TYPE A 3" = 1'-0"4 DETAIL - STOREFRONT - SILL (TYP.) 3" = 1'-0"11 DETAIL - STOREFRONT @ BRICK - HEAD 3" = 1'-0"10 DETAIL - STOREFRONT @ BRICK - JAMB 3" = 1'-0"9 DETAIL - STOREFRONT @ STUCCO - HEAD 3" = 1'-0"8 DETAIL - STOREFRONT @ STUCCO - JAMB 3" = 1'-0"6 DOOR HEAD & JAMB - STOREFRONT 3" = 1'-0"5 DOOR THRESHOLD @ STOREFRONT HARDWARE TYPES NAME NOTES 1 CLOSER PROVIDE SELF CLOSING HINGES OR CLOSER PER IBC 716.2.6.1 2 DEAD BOLT EXAMPLE: SCHLAGE LATITUDE BLACK FINISH 3 PANIC BAR EXAMPLE: VON DUPRIN 22 SERIES BLACK FINISH DOOR TYPE C 1/2" = 1'-0"1 STOREFRONT TYPE A.2 1/2" = 1'-0"2 STOREFRONT TYPE A.1 3" = 1'-0"7 DETAIL - STOREFRONT @ STUCCO - SILL