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A_230505_2212_Long Shot IR_Permit SetBUILDING INFORMATION BUILDING DESCRIPTION: NEW INDOOR SHOOTING RANGE, INCLUDING A 100 METER AND 25 METER RANGE, PRO-SHOP, STORAGE/LOCKER, GUN MAINTENANCE, AND TRAINING FACILITIES. MODEL CODE: 2018 IBC CONSTRUCTION TYPE: VA NUMBER OF STORIES: 2 BUILDING HEIGHT: 28' (TO TOP OF PARAPET) OCCUPANCY TYPE: M, B, S-1, A-3 (MIXED USE) BUILDING AREA: 36,860 SF SITE AREA: 387,684 SF (8.9 ACRES) SITE ADDRESS: 16910 STATE ROUTE 507 SE, YELM, 98597 PARCEL #'s: SOUTH PARCEL: 64303100800 NORTH PARCEL: 64303100801 ABBREVIATED LEGAL DESCRIPTIONS: MC KENNA IRR TR L8 BLK 31 THAT PTN DAF BEG AT X ELN SSH #5- H N419. 5F W233FMC KENNA IRR TR L8 BLK 31 LESS PTN DAF BEG AT X ELN L8 & NL N SSH K JURISDICTION: CITY OF YELM MASTER FILE # __________________________________________ LAND USE APPROVAL ON ________________________________ **SEE SITE PLAN FOR ADDITIONAL INFORMATION DEFERRED SUBMITTALS (REQUIRED FOR BUILDING PERMIT) 1. SUBMITTAL 1 - FIRE SPRINKLER AND ALARM SYSTEM 2. SUBMITTAL 2 - SECURITY AND LOW-VOLTAGE SYSTEM 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 FILE INSPECTION REPORT TO JURISDICTION. 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 I NTERVAL 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 I NSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED, AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICI AL 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. **SEE SITE PLAN FOR ADDITIONAL INFORMATION. SEE CODE REVIEW SHEET A-003 FOR MORE INFORMATION. DESIGN TEAM OWNER: LONG SHOT INC. 16910 STATE ROUTE 507 YELM, WA 98597 CONTACT: JASON PEARSON PHONE: 360-400-4010 EMAIL: EVP@LONGSHOTIR.COM ARCHITECT: THOMAS ARCHITECTURE STUDIOS 525 COLUMBIA ST SW OLYMPIA, WA 98501 PHONE: 360-915-8775 CONTACT: DONNIE HULL EMAIL: DONNIE@TASOLYMPIA.COM CIVIL ENGINEER/LANDSCAPE ARCHITECT: PACLAND 6814 GREENWOOD AVE N SEATTLE, WA 98103 PHONE: 206-522-9510 CONTACT: BILL FORTUNATO EMAIL: BFORTUNATO@PACLAND.COM STRUCTURAL ENGINEER: PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVE, SUITE 701 TACOMA, WA 98402 CONTACT: JEFF KLEIN PHONE: 253-383-2729 EMAIL: JKLEIN@PCS-STRUCTURAL.COM MECHANICAL ENGINEER: HULTZ BHU 1111 FAWCETT AVE, SUITE 100 TACOMA, WA 98402 CONTACT: RICK HULTZ PHONE: 253-383-3257 EMAIL: RICKH@HULTZBHU.COM ELECTRICAL ENGINEER: CROSS ENGINEERS 923 MARTIN LUTHER KING JR WAY TACOMA, WA 98405 PHONE: 253-759-0118 CONTACT: SCOTT KELLY EMAIL: SCOTTK@CROSSENGINEERS.COM RANGE DESIGNER: INVERIS TRAINING SOLUTIONS 296 BROGDON RD SUWANEE, GA 30024 PHONE: 612-710-3031 CONTACT: ELTON STEELE EMAIL: ELTON.STEELE@INVERISTRAINING.COM PROJECT LOCATION 5 1 0 5 0 7 NIS Q U ALLY RIV ER Y E L M MECHANICAL/ PLUMBING M-001 LEGEND AND NOTES M-002 ENERGY CODE NOTES & FORMS M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SCHEDULES M-005 MECHANICAL SCHEDULES M-201 FOUNDATION PLAN - PLUMBING M-301 PLUMBING PLAN - FLOOR 1 M-302 PLUMBING PLAN - FLOOR 2 M-401.1 MECHANICAL PLAN - FLOOR 1 M-401.2 MECHANICAL PLAN - FLOOR 1 M-402 MECHANICAL PLAN - FLOOR 2 M-403 MECHANICAL PLAN - ROOF M-410 MECHANICAL DETAILS M-411 MECHANICAL DETAILS M-412 MECHANICAL DETAILS M-413 REFRIGERANT PIPING SCHEMATIC M-501 MECHANICAL SPECIFICATIONS M-502 MECHANICAL SPECIFICATIONS M-503 MECHANICAL SPECIFICATIONS M-504 MECHANICAL SPECIFICATIONS ELECTRICAL E-001 ELECTRICAL LEGEND / LIGHT FIXTURE SCHEDULE E-100 ELECTRICAL SITE PLAN E-200 OVERALL FLOOR 1 LIGHTING PLAN E-201 PARTIAL FLOOR 1 LIGHTING PLAN E-202 FLOOR 2 LIGHTING PLAN E-300 OVERALL FLOOR 1 POWER PLAN E-301 PARTIAL FLOOR 1 POWER PLAN E-302 FLOOR 2 POWER PLAN E-400 OVERALL FLOOR 1 SYSTEMS PLAN E-401 PARTIAL FLOOR 1 SYSTEMS PLAN E-402 FLOOR 2 SYSTEMS PLAN E-500 POWER RISER DIAGRAM E-501 PANEL SCHEDULES E-502 ELECTRICAL SCHEDULES E-503 ELECTRICAL SCHEDULES E-601 ELECTRICAL DETAILS STRUCTURAL S-100 GENERAL NOTES S-101 GENERAL NOTES S-102 GENERAL NOTES S-103 GENERAL NOTES S-104 GENERAL NOTES S-105 WIND UPLIFT MAP S-106 DIAPHRAGM SHEAR MAP S-201 FOUNDATION PLAN SOUTH S-202 FOUNDATION PLAN NORTH S-203 SECOND FLOOR FRAMING PLAN S-204 ROOF FRAMING PLAN SOUTH S-205 ROOF FRAMING PLAN NORTH S-300 CONCRETE DETAILS S-301 CONCRETE DETAILS S-310 CONCRETE TILT-UP PANEL DETAILS S-320 CONCRETE PANEL ELEVATIONS S-321 CONCRETE PANEL ELEVATIONS S-400 WOOD FRAMING DETAILS S-500 STEEL BAR JOIST DETAILS S-501 STEEL BAR JOIST DETAILS S-502 STEEL FRAMING DETAILS S-503 MECHANICAL UNIT FRAMING DETAILS S-510 STEEL METAL DECK ROOF DETAILS S-511 STEEL METAL DECK ROOF DETAILS 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-001 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A COVER SHEET LONG SHOT INC. LONG SHOT INDOOR RANGE SITE VICINITY SHEET LIST ARCHITECTURAL A-001 COVER SHEET A-002 ABBREVIATIONS & SYMBOLS A-003 CODE REVIEW A-004 EGRESS PLANS A-005 ENERGY CODE & AIR BARRIER A-101 SITE PLAN A-102 SITE FEATURES A-200 SLAB JOINT PLAN A-201 PLAN - FLOOR 1 A-202 ENLARGED PLAN - FLOOR 1 A-203 ENLARGED PLAN - FLOOR 2 A-204 REFLECTED CEILING PLAN - FLOOR 1 A-205 REFLECTED CEILING PLAN - FLOOR 2 A-206 ROOF PLAN A-301 ELEVATIONS A-401 BUILDING SECTIONS A-501 WALL SECTIONS A-502 WALL SECTIONS A-503 WALL SECTIONS A-504 WALL SECTIONS A-505 ENTRY VESTIBULE A-506 STAIRS A-601 ASSEMBLIES A-602 ENVELOPE & DOOR DETAILS A-603 GENERAL DETAILS A-604 GENERAL DETAILS A-701 INTERIOR ELEVATIONS A-702 INTERIOR ELEVATIONS A-801 SCHEDULES & STOREFRONTS A-802 SPECIFICATIONS A-803 SPECIFICATIONS CIVIL C-1.0 SITE PLAN C-2.0 GRADING AND DRAINAGE PLAN C-3.0 UTILITY PLAN LANDSCAPE L1.00 OVERALL LANDSCAPE PLAN L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE PLAN L1.03 LANDSCAPE PLAN L1.04 PLANT SCHEDULE & NOTES L1.05 PLANTING DETAILS L1.06 PLANT IMAGES ABBREVIATIONS AB ANCHOR BOLT ADA AMERICANS WITH DISABILITY ACT ACOUSTIC CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR C COMPACT PARKING STALL CFM CUBIC FEET PER MINUTE CI CONTINUOUS INSULATION CLR CLEAR CMU CONCRETE MASONRY UNIT CO CARBON MONOXIDE COL COLUMN COMM COMMUNICATION COMP COMPOSITION CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CY CUBIC YARD d PENNY D CLOTHES DRYER DBL DOUBLE DF DOUGLAS FIR DIA DIAMETER DN DOWN DS DOWNSPOUT DTL(S) DETAIL(S) DW DISHWASHER EA EACH ELEC ELECTRIC(AL) ELEV ELEVATOR EQ EQUAL EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FFL FINISHED FLOOR LEVEL FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOS FACE OF STUD FT FOOT/FEET GA GAUGE GAL GALLON GC GENERAL CONTRACTOR GEN GENERAL GLB GLULAM BEAM GWB GYPSUM WALL BOARD HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HP HORSE POWER HR HOUR HSS HOLLOW STEEL SECTION IBC INTERNATIONAL BUILDING CODE IN INCH ISA INTERNATIONAL SYMBOL OF ACCESS LVP LUXURY VINYL PLANK MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER(S) OPP OPPOSITE PCF POUNDS PER CUBIC FOOT PF GLAZING PROJECTION FACTOR POIC PROVIDED BY OWNER, INSTALLED BY CONTRACTOR PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED PVC POLYVINYL CHLORIDE R RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN RM ROOM SF SQUARE FOOT/FEET SHGC SOLAR HEAT GAIN COEFFICIENT SI SQUARE INCH SIM SIMILAR SIP STRUCTURAL INSULATED PANEL SQ SQUARE STC SOUND TRANSMISSION CLASS T TREAD TBD TO BE DETERMINED T&G TONGUE & GROOVE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VERT VERTICAL VTR VENT THROUGH ROOF W CLOTHES WASHER W/ WITH WC WATER CLOSET WD STACKED WASHER/DRYER WH WATER HEATER WRB WEATHER RESISTIVE BARRIER WSEC WASHINGTON STATE ENERGY CODE WWF WELDED WIRE FABRIC 1 A101 SIM 1 A101 SIM A101 1 SIM A101 1 0 1 BUILDING SECTION IDENTIFICATION: NUMBER BELOW INDICATES SHEET WHERE SECTION CAN BE FOUND, NUMBER ABOVE INDICATES LOCATION OF SECTION ON THE SHEET. WHERE 'SIM' IS SHOWN, THE DETAIL IS SIMILAR BUT MAY NOT BE THE SAME WALL SECTION IDENTIFICATION: NUMBER BELOW INDICATES SHEET WHERE SECTION CAN BE FOUND, NUMBER ABOVE INDICATES LOCATION OF SECTION ON THE SHEET. WHERE 'SIM' IS SHOWN, THE DETAIL IS SIMILAR BUT MAY NOT BE THE SAM E DETAIL IDENTIFICATION: NUMBER BELOW INDICATES SHEET WHERE DETAIL CAN BE FOUND, NUMBER ABOVE INDICATES LOCATION OF DETAIL ON THE SHEET. WHERE 'SIM' IS SHOWN, THE DETAIL IS SIMILAR BUT MAY NOT BE THE SAME INTERIOR ELEVATION IDENTIFICATION: NUMBER AT CENTER INDICATES SHEET WHERE ELEVATION CAN BE FOUND, OUTER NUMBERS INDICATES LOCATION OF ELEVATION ON THE SHEET. 'SIM' INDICATES THAT DETAIL IS SIMILAR BUILDING GRID IDENTIFICATION ROOM IDENTIFICATION: SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION DOOR IDENTIFICATION: SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION WALL TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION, SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION DASHED LINE OF ACCESSIBLE MANEUVERING CLEARANCES PER ICC A117.1-2009. INDICATES ACCESSIBLE LIVING UNIT. ABOVE IS FOR MULTIPLE FLOORS, EXACT UNIT TO BE ACCESSIBLE INCLUDES AN 'ISA' SYMBOL AFTER THE UNIT NUMBER. LINE INDICATES PATH OF EGRESS TRAVEL TO EXIT ACCESS. ROUND BULB AT END IS THE START POINT, ARROW AT OPPOSITE END IS THE END POINT. TRAVEL DISTANCE LISTED ON PLAN NEXT TO START POINT. MATCH LINE. INDICATES LOCATION OF PLAN ALIGNMENT BETWEEN SHEETS. ACCESSIBLE EGRESS. SEMI-RECESSED FIRE EXTINGUISHER CABINET; SEE CODE COMPLIANCE NOTES AND EGRESS PLANS A-004 FOR ADDITIONAL INFORMATION. MATERIAL IDENTIFICATION0 NORTH ARROW ARCHITECTURAL SYMBOLS NEW WALLS, PER STRUCTURAL SITE SYMBOLS W W W S YD S D P T D X WATER LINE WATER VALVE FIRE HYDRANT WATER METER SANITARY SEWER LINE SANITARY SEWER CLEAN-OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN POWER POLE TELEPHONE PEDESTAL DRAIN LINE YARD DRAIN SPOT ELEVATION FILTER FABRIC SILT FENCE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE CO 1'-0" KEYED NOTE IDENTIFICATION0 1 101 REVISION IDENTIFICATION: CLOUDED AREA INDICATES AREA OF REVISION, NUMBERING THE DELTA INDICATES THE REVI SION SEQUENCE NUMBER1 FEC P POWER LINE G GAS LINE HOSE BIBB: SEE MECHANICAL PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION HB ROOM NAME 150 SF RM 888.8 24"x44" LONG TERM BIKE STORAGE CLEARANCE, PROVIDE BACKING. SEE FLOOR PLANS FOR LOCATIONS AND BASIS OF DESIGN FOR ADDITIONAL INFORMATION RD ROOF DRAIN DS DOWN SPOUT SYMBOLS ARE SHOWN AT 1/4" SCALE, SYMBOL SIZES MAY VERY ON PLANS WHERE SCALE DIFFERS 0 CODE: ICC A117.1-2009 302 FLOOR SURFACES 302.1 FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 302. 302.3 OPENINGS- OPENINGS IN FLOOR SURFACE SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½ INCH IN DIAMETER. ELONGATED OPENINGS MUST BE PERP. TO DOMINANT DIRECTION OF TRAVEL. 303 CHANGE IN LEVEL 303.2 VERTICAL. CHANGES IN LEVEL OF ¼" INCH MAX. IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. 303.3 BEVELED.CHANGES IN LEVEL GREATER THAN ¼” INCH IN HEIGHT AND NOT MORE THAN ½” INCH MAX. IN HEIGHT SHALL BE BEVELED AND SLOPED NOT MORE THAN 1:2. 303.4 RAMPS. CHANGES IN LEVEL GREATER THAN ½” INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH SECTION 405 OR 406. 304 TURNING SPACE 304.3.1 CIRCULAR WHEELCHAIR TURNING SPACES SHALL BE 60" DIAMETER MINIMUM. KNEE AND TOE CLEARANCES MAY BE INCLUDED COMPLYING WITH SECTION 306. 304.3.2 T-SHAPED TURNING SPACE SHALL BE 60” SQUARE MINIMUM WITH ARMS AND BASE 36” WIDE MINIMUM. EACH T ARM CLEAR OF OBSTRUCTIONS 12” MINIMUM IN EACH DIRECTION. BASE SHALL BE CLEAR OF OBSTRUCTIONS 24” MINIMUM. KNEE AND TOE CLEARANCES MAY BE INCLUDED COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 304.4 DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACES. 305 CLEAR FLOOR SPACE 305.3 CLEAR FLOOR SPACE SHALL BE 30"x48" MINIMUM. 305.4 UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. 305.6 A FULLY UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR SPACE. 305.7.1 PARALLEL APPROACH-ALCOVES SHALL BE 60" WIDE MINIMUM WHEN THE DEPTH EXCEEDS 15". 305.7.2 FORWARD APPROACH-ALCOVES SHALL BE 36” WIDE MINIMUM WHEN THE DEPTH EXCEEDS 24". 306 KNEE AND TOE CLEARANCE 306.2 WHEN TOE CLEARANCE IS REQUIRED, IT SHALL EXTEND 17" MINIMUM BELOW THE ELEMENT. TOE CLEARANCE SPACE UNDER AN ELEMENT SHALL BE 9” ABOVE THE FINISHED FLOOR, 6” MAX DEPTH AND MINIMUM 30” WIDE. 306.3 KNEE CLEARANCE SPACE UNDER AN ELEMENT BETWEEN 9” AND 27” ABOVE THE FINISHED FLOOR, 25” MAXIMUM DEPTH AND 30” WIDE MINIMUM. ACCESSIBILITY REQUIREMENTS 307 PROTRUDING OBJECTS 307.2 PROTRUDING OBJECTS MORE THAN 27” ABOVE THE FLOOR AND NOT MORE THAN SHALL BE 80” ABOVE THE FLOOR SHALL PROTRUDE 4” MAX. HORIZONTALLY INTO THE CIRCULATION PATH. 307.4 VERTICAL CLEARANCE 80” HIGH MINIMUM. PROVIDE THAT GUARDRAILS OR OTHER BARRIERS ARE 27” MAX ABOVE THE FLOOR FOR VERTICAL CLEARANCE LESS THAN 80” HIGH. 308 REACH RANGES: WHERE A FORWARD OR SIDE REACH IS UNOBSTRUCTED, THE HIGH REACH SHALL BE 48" MAX. AND THE LOW REACH SHALL BE 15" MIN. ABOVE THE FLOOR. 309 OPERABLE PARTS THAT ARE REQUIRED TO BE ACCESSIBLE 309.2 A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL BE PROVIDED. 309.3 OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308. 309.4 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQ. TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAX. 402 ACCESSIBLE ROUTES 402.2 ACCESSIBLE ROUTE COMPONENTS: WALKING SURFACE WITH RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS AND PLATFORM LIFTS. 403 WALKING SURFACE 403.3 ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20 AND CROSS SLOPES SHALL BE 1:48 MAXIMUM. 403.5 ACCESSIBLE ROUTES SHALL HAVE A CLEAR WIDTH OF 36 INCHES MINIMUM. EXCEPTION: CLEAR WIDTH MAY BE REDUCED TO 32” FOR A MAX LENGTH OF 24” WITH SUCH SEGMENTS SEPARATED BY SEGMENTS 48” MINIMUM LONG AND 36' MINIMUM WIDE. 404 DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE 404.2.2 DOOR OPENINGS 32” MIN. CLEAR WIDTH. FOR OPENINGS MORE THAN 24” DEEP MIN. CLEAR WIDTH IS 36”. 404.2.4 THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM AT ACCESSIBLE DOORWAYS. 404.2.8 DOOR OPENING FORCE-FIRE DOORS SHALL HAVING THE MINIMUM OPENING FORCE ALLOWABLE BY JURISDICTION WITH AUTHORITY. MAXIMUM FORCE FOR PUSHING OPEN ALL OTHER DOORS SHALL BE 5.0 POUNDS (22.2 N) FOR BOTH INTERIOR HINGED DOORS AND SLIDING OR FOLDING DOORS. 404.2.9 DOOR SURFACES WITHIN 10” OF THE FINISH FLOOR SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. 405 RAMPS 405.2 RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. 405.3 CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 405.5 RAMP CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36” MINIMUM. 405.6 THE RISE FOR ANY RAMP RUN SHALL BE 30 MAX. 405.7 RAMPS SHALL HAVE LANDINGS COMPLYING WITH 405.7 AT THE TOP AND BOTTOM OF EACH RAMP RUN. 405.7.2 LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP LEADING TO THE LANDING. 405.7.3 LANDING CLEAR LENGTH SHALL BE 60” MINIMUM. 405.7.4 RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60” BY 60” MIN. 405.9 EDGE PROTECTION COMPLYING WITH 405.9.1 OR 405.9.2 IS REQUIRED ON EACH SIDE OF RAMP RUNS AND LANDINGS. 405.9.1 FLOOR OR GROUND SURFACE OF RAMP RUN OR LANDING EXTENDING 12” MINIMUM BEYOND INSIDE FACE OF HANDRAIL. 405.9.2 A CURB OR BARRIER THAT PREVENTS PASSAGE OF A 4” DIAMETER SPHERE. 502 PARKING SPACES 502.2 ACCESSIBLE PARKING SPACES SHALL BE 96" WIDE MINIMUM (CAR) AND 132" WIDE MINIMUM (VAN). 502.4.2 ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60" WIDE MINIMUM. 503 PASSENGER LOADING ZONES 503.4 MAXIMUM SLOPE AT PARKING SPACES AND ACCESS AISLES SHALL BE 1:48. 504 STAIRWAYS 504.3 STAIRS-OPEN RISERS NOT PERMITTED. 505 HANDRAILS 505.3 STAIR HANDRAILS SHALL BE CONTINUOUS AND HAVE A MINIMUM 36" CLEARANCE BETWEEN RAILS. 505.4 HANDRAIL HEIGHT SHALL BE 34” MINIMUM AND 38 MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSING, AND RAMPS. 505.5 CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACE AND ADJACENT SURFACES SHALL BE 1-1/2” MIN. 505.7.1 HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER 1-1/4" MINIMUM AND 2” MAXIMUM. 505.10.1RAMP HANDRAILS SHALL EXTEND HORIZONTALLY 12" MINIMUM BETWEEN TOP AND BOTTOM OF RAMP RUNS. 505.10.2 AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12” MIN. 505.10.3 AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND A HORIZONTAL DISTANCE EQUAL TO AT LEAST ONE TREAD DEPTH. 506 WINDOWS 506.1 ACCESSIBLE WINDOWS SHALL HAVE OPERABLE PARTS COMPLYING WITH SECTION 309. 602 DRINKING FOUNTAINS 602.1 ACCESSIBLE DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 602 AND 307. 602.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A FORWARD APPROACH TO THE DRINKING FOUNTAIN, SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN. 602.3 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH SECTION 309. 602.4 SPOUT OUTLET HEIGHT. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE 36" MAXIMUM ABOVE THE FLOOR. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38" MINIMUM AND 43" MAXIMUM ABOVE THE FLOOR. 603 TOILET AND BATHING ROOMS 603.2.1 REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES AND TURNING SPACE MAY OVERLAP. 603.2.2 DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO REQUIRED TURNING SPACE. 603.3 MIRRORS ABOVE COUNTERTOPS OR LAVATORIES SHALL BE INSTALLED WITH THE BOTTOM EDGE 40” MAXIMUM ABOVE THE FINISHED FLOOR. 603.4 SHELVES SHALL BE LOCATED 40” MINIMUM AND 48 MAXIMUM ABOVE THE FINISHED FLOOR. 604 WATER CLOSETS AND TOILET COMPARTMENTS 604.2 CENTERLINE OF WATER CLOSETS SHALL BE 16” MIN. AND 18” MAX. FROM A SIDE WALL OR PARTITION. 604.3.1 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 MINIMUM MEASURED PERPENDICULAR FROM THE SIDEWALL. 604.3.2 CLEARANCE AROUND A WATER CLOSET SHALL BE 56” MIN. MEASURED PERPENDICULAR FORM THE REAR WALL. 604.5 GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. 606 LAVATORIES AND SINKS 606.3 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE RIM OR COUNTER SURFACE, WHICH EVER IS HIGHER 34” MAXIMUM ABOVE THE FINISHED FLOOR. 606.6 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 607 BATHTUBS 607.2 CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 30 INCHES MINIMUM WIDE. 702 ALARMS 702.1 AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 LISTED IN SECTIONS 105.2.2, BE POWERED BY A COMMER. LIGHT AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE PERMANENTLY INSTALLED. 703 SIGNS 703.1 ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED. THE FOLLOWING IS A SUMMARY AND IS NOT INTENDED TO PRECLUDE OR EXCLUDE ANY SECTIONS OF THE APPLICABLE CODES. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH ALL APPLICABLE SECTIONS. LIGHT SWITCH, THERMOSTAT, AND INTERCOM ELECT/TEL/COM RECEPTACLES ELECTRICAL PANEL 48 " M A X T O H I G H E S T B R E A K E R 46 " MI N . 14 1 / 2 " 48 " M A X . 36 " M I N . 4 8 " M A X . 48 " MA X 4 4 " A B O V E C O U N T E R 48 " M A X . D U P L E X EXIT SIGN ABOVE DOOR WINDOW CONTROL HEIGHT (1 PER ROOM IN TYPE A UNITS AND COMMON AREA, NOT REQ. AT TYPE "B" UNITS) TO O P E R A B L E P A R T S 48 " EXIT 40 " M I N . 7 0 " M A X . RAISED CHARACTERS AND BRAILLE 5/8" MIN. 2" MAX. HEIGHT SIGN PLACED ADJACENT TO STAIRWAY DOORS AND EXTERIOR EXIT DOORS EXIT SIGN 6" WITHIN 12" DOOR LATCH PER NFPA EQ CENTER LINE ABOVE DOOR FRAME TO BOTTOM OF EXIT SIGN SWITCH FIRE ALARM PANEL SWITCH (DEPENDING ON NUMBER OF UNITS) ALWAYS TO THE RIGHT OF RECEPTACLE 48 " BOTTOM OF LIGHT 80" FIRE ALARM HAZARD LIGHT AND PANEL SWITCH SYSTEM LIGHT SWITCH AT DOOR FIRE ALARM HAZARD SYSTEM CENTER LINE ACCESSIBLE SIGNAGE AT RESTROOM DOORS ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. ACCESSIBLE SIGNAGE, (INTERNATIONAL SYMBOL OF ACCESSIBILITY) TYPICAL 18" BUBBLER HEIGHT (2) DRINKING FOUNTAINS CLR. 15" 27" MIN. OF WALL BEYOND DRINKING FOUNTAIN 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-002 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ABBREVIATIONS & SYMBOLS MULTIPLE BUILDINGS IN THIS PROJECT: NO CHANGE OF OCCUPANCY: NO APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS (WSA) 2018 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMENDMENTS 2018 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AM ENDMENTS 2018 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 2020 NATIONAL ELECTRICAL CODE 2014 2018 WA STATE ENERGY CODE (WSEC) CITY OF YELM MUNICIPAL CODE (YMC) ACCESSIBILITY CODE: INTERNATIONAL BUILDING CODE 2018 W/ WASHINGTON STATE AMENDMENTS ICC/ANSI A117.1-2009 302 OCCUPANCY CLASSIFICATIONS AND USE DESIGNATION 303.1.2 SMALL ASSEMBLY SPACES CONDITION #1 OCCUPANT LOAD BELOW 50: SMALL TRAINING ROOM TO BE CLASSIFIED AS OCCUPANCY B 502 BUILDING ADDRESS 502.1 ADDRESS IDENTIFICATION NEW BUILDINGS: PROVIDE APPROVED ADDRESS IDENTIFICATION 504 BUILDING HEIGHT AND STORIES SEE TABLES ABOVE FOR DETAILS ON HEIGHT AND STORY COMPLIANCE 508 MIXED USE AND OCCUPANCY TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES M, B, & S-2 OCCUPANCIES: NONSEPERATED M, B, & S-2 OCCUPANCIES TO A-3 OCCUPANCY: 1 HOUR FI RE-RATED SEPARATION 602 CONSTRUCTION CLASSIFICATION TYPE VA, SEE TABLES ABOVE FOR DETAILS ON CONSTRUCTION CLASSIFICATION TABLE 601 PRIMARY STRUCTURAL FRAME (BEARING WALLS, FLOORS): 1 HOUR TYPE VA FOOTNOTE b OCCUPANCIES OTHER THAN F-1, H, M, S-1: FIRE PROTECTION OF ROOF CONSTRUCTION NOT REQUIRED 705 EXTERIOR WALLS TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS ALL EXTERIOR WALLS OF RANGE ARE > 30' APART, NO LIM IT FOR OPENINGS 903 AUTOMATIC SPRINKLER SYSTEMS 903.2.1.3 GROUP A-3 CONDITION #2 FIRE AREA EXCEEDS 5,000 SF: SPRINKLERS PROVIDED 708 FIRE PARTITIONS EXCEPTION TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING A, M, B, S OCCUPANCIES WITH A SPRINKLER SYSTEM: 0 HOUR RATING REQUIRED 711 FLOOR AND ROOF ASSEMBLIES 711.2.4.1 SEPARATING MIXED OCCUPANCIES TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES A-3 OCCUPANCY / M, B, S-1 OCCUPANCIES (SPRINKLERED): 1 HOUR M, B, S-1: NONSEPERATED 714.5.1.1 FIRE-RESISTANCE-RATED ASSEMBLIES THROUGH PENETRATIONS: SHALL BE PROTECTED 714.5.1.2 THROUGH-PENETRATION FIRESTOP SYSTEM THROUGH PENETRATIONS: SHALL BE PROTECTED BY AN APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM 715.3 FIRE TEST CRITERIA FIRE-RESISTANT JOINT SYSTEMS: SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E1966 OR UL 2079. 716 OPENING PROTECTIVES. 716.2.1 TESTING REQUIREMENTS. APPROVED FIRE DOOR AND FIRE SHUTTER ASSEMBLIES SHALL BE CONSTRUCTED OF ANY MATERIAL OR ASSEMBLY OF COM PONENT MATERIALS THAT CONFORMS TO THE TEST REQUIREMENTS OF SECTIONS 716.2.1.1 THROUGH 716.2.1.4 AND THE FIRE PROTECTION RATING INDICATED IN TABLE 716.1(2). 716.2.2 PERFORMANCE REQUIREMENTS FIRE DOOR ASSEMBLIES SHALL BE INSTALLED IN THE ASSEMBLIES SPECIFIED IN TABLE 716.1(2) AND SHALL COMPLY WITH THE FIRE PROTECTION RATING SPECIFIED. 716.2.2.1.1 SMOKE AND DRAFT CONTROL. THE AIR LEAKAGE RATE OF THE DOOR ASSEMBLY SHALL NOT EXCEED 3.0 CUBIC FEET PER MINUTE PER SQUARE FOOT (0.01524 M3/S X M3) OF DOOR OPENING AT 0.10 INCH (24.9 PA) OF WATER FOR BOTH THE AMBIENT TEMPERATURE AND ELEVATED TEMPERATURE TESTS. LOUVERS SHALL BE PROHIBITED. 718 CONCEALED SPACES 718.2.2 CONCEALED WALL SPACES. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS, AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS. FIREBLOCKING HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. 803 WALL AND CEILING FINISHES 803.13 INTERIOR FINISH REQUIREMENTS BASED ON OCCUPANCY INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED. • M (SPRINKLERED): CORRIDORS IN EXITS, ROOMS & ENCLOSED SPACES = C; INTERIOR EXITS = B • B (SPRINKLERED): CORRIDORS IN EXITS, ROOMS & ENCLOSED SPACES = C; INTERIOR EXITS = B • S-1 (SPRINKLERED): INTERIOR EXITS, CORRIDORS IN EXITS, ROOMS & ENCLOSED SPACES = C • A-3 (SPRINKLERED): ROOMS & ENCLOSED SPACES = C; INTERIOR EXITS, CORRIDORS IN EXITS = B 804 INTERIOR FLOOR FINISH 804.2 CLASSIFICATION INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY SECTION 804.4.2 TO BE OF CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E648 OR NFPA 253. 903 AUTOMATIC SPRINKLER SYSTEM 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH THIS SECTION, SPRINKLERS SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13 EXCEPT AS PROVIDED IN SECTIONS 903.3.1.1.1 AND 903.3.1.1.2. CH 10 MEANS OF EGRESS *SEE EGRESS PLANS, SHEET A-004, FOR ADDITIONAL MEANS OF EGRESS OCCUPANT LOADS, CALCULATIONS, AND CODE REQUIREMENTS 1019 EXIT ACCESS STAIRWAYS AND RAMPS 1019.3 OCCUPANCIES OTHER THAN GROUPS I-2 AND I-3 CONDITION #1 EXIT ACCESS STAIRWAYS AND RAMPS THAT COMMUNICATE BETWEEN ONLY TWO STORIES: EXIT ACCESS STAIR SHALL NOT BE REQUIRED TO BE ENCLOSED 1020 CORRIDORS TABLE 1020.1 A, M, B, S OCCUPANCIES WITH SPRINKLER SYSTEM: NO RATING REQUIRED 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES FOR 76-100 PARKING SPACES PROVIDED TOTAL = MINIMUM OF 4 ACCESSIBLE STALLS REQUIRED 1106.5 VAN SPACES 6 ACCESSIBLE PARKING STALLS OR FRACTION OF 6 = 1 VAN-ACCESSIBLE PARKING SPACE REQUIRED. WAC 51-50-1101: 1101.2.7 VEHICLE SPACE SIZE CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MINIM UM IN WIDTH 1101.2.8 ACCESS AISLE WIDTH ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES MINIMUM IN WIDTH. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES MINIMUM IN WIDTH. 1101.2.9 IDENTIFICATION 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES WATER CLOSETS (PER 2902.1) /OCCUPANTS =REQUIRED ASSEMBLY, INDOOR SPORTING EVENTS/ACTIVITIES:1 PER 75 (M), 1 PER 40 (F) /66 (33M, 33F) =1.265 TOT, 0.44 (M), 0.825 (F) MERCANTILE:1 PER 500 /31 =0.06 BUSINESS (TRAINING/EDUCATIONAL USE):1 PER 50 /73 =1.46 STORAGE:1 PER 100 /20 =0.20 TOTAL FIXTURES REQUIRED: 2.985 TOTAL FIXTURES PROVIDED: 4 ICC A117.1-2009 CHAPTER 3. BUILDING BLOCKS ALL COMPONENTS MUST COMPLY WITH ANSI 117.1. SEE A-002 FOR SPECIFICS GENERAL BUILDING INFORMATION: CONSTRUCTION TYPE: VA OCCUPANCY STORIES ABOVE STORIES ALLOWABLE HEIGHT TYPES GRADE PER 504.4 (PROVIDED) HEIGHT PER 504.3 (PROVIDED) M 4 1 70' 28' B 4 2 70' 28' S-1 4 2 70' 28' A-3 3 1 70' 28' FLOOR CONSTR. OCCUPANCY USE FLOOR AREA FLOOR AREA SPRINKLERED 508 MIXED USE AND LEVEL TYPE PER TABLE 1004.2 CH 301 MAX. PER 506.2 (PROVIDED) OCCUPANCY SEPARATION 1 VA 31 M 42,000 SF 1,826 SF YES 1 HR: M/A-3 1 VA 16 S-1 42,000 SF 1,749 SF YES 1 HR: S-1/A-3 1 VA 10 B 54,000 SF 830 SF YES 1 HR: B/A-3 1 VA 66 A-3 43,500 SF 23,445 SF YES 1 HR: A-3/M+S-1+B 2 VA 63 B 54,000 SF 3,118 SF YES 1 HR: B/A-3 2 VA 4 S-1 42,000 SF 1,256 SF YES 1 HR: S-1/A-3 FIRE PROTECTION SYSTEMS EMERGENCY SYSTEMS PROVIDED SPRINKLERS: YES ELEVATOR PRESSURIZATION: N/A FIRE ALARMS: YES STAIRWAY PRESSURIZATION: NO OTHER SYSTEMS: N/A EMERGENCY GENERATOR: NO MODEL CODE: 2018 WSEC HVAC MECHANICAL SYSTEM AND LIGHTING ELECTRICAL SYSTEM PLANS ARE INCLUDED WITH THIS APPLICATION; SEE MECHANICAL AND ELECTRICAL DRAWINGS, SCHEDULES, AND NOTES FOR ADDITIONAL WSEC COMPLIANCE INFORMATION. SECTION C402 BUILDING ENVELOPE REQUIREMENTS COMPLIANCE PATH: PRESCRIPTIVE PER C402.1.1.2 SEMI-HEATED BUILDINGS AND SPACES SEMI-HEATED SPACES HEATED BY MECHANICAL SYSTEMS THAT DO NOT INCLUDE ELECTRIC RESISTANCE HEATING EQUIPM ENT ARE NOT REQUIRED TO COMPLY WITH THE OPAQUE WALL INSULATION PROVISIONS OF SECTION C402.2.3 FOR WALLS THAT SEPARATE SEMI-HEATED SPACES FROM THE EXTERIOR OR LOW ENERGY SPACES. • WALL ABOVE GRADE (EXTERIOR) =22,386 SF • WALL ABOVE GRADE (SEMI-HEATED TO HEATED): R-9.5 CI (MIN.) = 2,039 SF • WALL BELOW GRADE (EXTERIOR) = 1,260 SF • OPAQUE DOORS (SEMI-HEATED TO HEATED): R-4.75 = 40 SF PER TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD (ZONE 4C, M, B, S-1, AND A-3); SEE BASIS OF DESIGN FOR PRODUCT NRFC COMPLIANCE VALUES • ROOF INSULATION ABOVE DECK: R-38 CI (MIN.) = 29,507 SF • WALL INSULATION ABOVE GRADE: R-9.5 CI (MIN.) = 7,210 SF • WALL BELOW GRADE: R-9.5 CI (MIN.) = 388 SF • SLAB ON GRADE: R-10 FOR 24" BELOW = 2,114 SF • OPAQUE DOORS: R-4.75 = 308 SF • HOT WATER PIPE: R-4 • ELECTRIC WATER HEATER: R-10 • DUCTS: R-8 PER TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR METHOD (ZONE 4C, GROUP M, B, S-1, AND A-3); SEE BASIS OF DESIGN FOR PRODUCT NRFC COMPLIANCE VALUES OPAQUE DOORS: • SWINGING: U-0.37 • NON SWINGING: U-0.34 • GARAGE: U-0.31 PER TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS (ZONE 4C); SEE BASIS OF DESIGN FOR PRODUCT NRFC COMPLIANCE VALUES • FIXED STOREFRONTS: U-38 = 526 SF • OPERABLE: U-40 = 0 SF • ENTRANCE DOORS: U-60 = 40 SF • SHGC (PF <0.2): SOUTH/EAST/WEST = 0.38 NORTH = 0.51 • SHGC (PF 0.2-0.5): SOUTH/EAST/WEST = 0.46 NORTH = 0.56 • SHGC (PF> OR EQUAL TO 0.5): SOUTH/EAST/WEST = 0.61 NORTH = 0.61 C402.5.1 AIR BARRIERS A CONTINOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. SEE A-005 FOR AIR BARRIER DIAGRAM. C402.5.1.2 BUILDING TEST 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 IDENTIFYING 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. 1. TEST SHALL BE ACCOMPLISHED USING EITHER (1) BOTH PRESSURIZATION AND DEPRESSURIZATION OR (2) PRESSURI ZATION ALONE, BUT NOT DEPRESSURIZATION ALONE. THE TEST RESULTS SHALL BE PLOTTED AGAINST THE CORRECT P FOR PRESSURIZATION IN ACCORDANCE WITH SECTION 9.4 OF ASTM E779. 2. THE TEST PRESSURE RANGE SHALL BE FROM 25 PA TO 80 PA PER SECTION 8.10 OF ASTM E779, BUT THE UPPER LI MIT SHALL NOT BE LESS THAN 50 PA, AND THE DIFFERENCE BETWEEN THE UPPER AND LOWER LIMIT SHALL NOT BE LESS THAN 25 PA. 3. IF THE PRESSURE EXPONENT N IS LESS THAN 0.45 OR GREATER THAN 0.85 PER SECTION 9.6.4 OF ASTM E779, THE TEST SHALL BE RERUN WITH ADDITIONAL READINGS OVER A LONGER TIME I NTERVAL. C402.5.7 VESTIBULES ALL BUILDING ENTRANCES SHALL BE PROTECTED WITH AN ENCLOSED VESTIBULE C403 MECHANICAL SYSTEMS: SEE MECHANICAL PLANS FOR INFORMATION C405 ELECTRICAL POWER AND LIGHTING SYSTEMS: SEE ELECTRICAL PLANS FOR INFORMATION C406 EFFICIENCY PACKAGES PER TABLE C406.1 EFFICIENCY PACKAGE CREDITS NEW BUILDING GROUP B 2. REDUCED LIGHTING POWER: OPTION 1 IN ACCORDANCE WITH SECTION C406.3.1 2 CREDITS 7. DEDICATED OUTDOOR AIR SYSTEM IN ACCORDANCE WITH SECTION C406.7 4 CREDITS TOTAL CREDITS 6 CREDITS SECTION C408 SYSTEM COMMISSIONING; SEE MECHANICAL AND ELECTRICAL PLANS FOR COMMISSIONING INFORMATION C408.1 GENERAL. A BUILDING COMMISSIONING PROCESS LED BY A CERTIFIED COMMISSIONING PROFESSIONAL SHALL BE COMPLETED FOR MECHANICAL SYSTEMS IN SECTION C403; SERVICE WATER HEATING APPLIANCES AND SYSTEMS INSTALLED TO COMPLY WITH SECTION C406 OR C407 AND ENERGY METERING IN SECTION C409. C408.1.3 COMMISSIONING REPORT.A COMMISSIONING REPORT SHALL BE COMPLETED AND CERTI FIED BY THE CERTIFIED COMMISSIONING PROFESSIONAL AND DELIVERED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. THE REPORT SHALL BE ORGANIZED WITH MECHANICAL, SERVICE WATER HEATING, CONTROLLED RECEPTACLE AND LIGHTING CONTROL SYSTEMS, ENERGY METERING, AND REFRIGERATION FINDINGS IN SEPARATE SECTIONS TO ALLOW INDEPENDENT REVIEW. THE REPORT SHALL RECORD THE ACTIVITIES AND RESULTS OF THE COMMISSIONING PROCESS AND BE DEVELOPED FROM THE FINAL COMMISSIONING PLAN WITH ALL OF ITS ATTACHED APPENDICES. C408.1.4.3 COPY OF REPORT. THE CODE OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A COPY OF THE COMMISSISONING REPORT BE MADE AVAILABLE FOR REVIEW BY THE CODE OFFICIAL. 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-003 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A CODE REVIEW BUILDING CODE SUMMARY WASHINGTON STATE ENERGY CODE WH UP UP DN DN 6,356 SF 25 METER RANGE RM 115 A-3: 36 OCC. 17,095 SF 100 METER RANGE RM 114 A-3: 30 OCC. 306 SF TRAINING RM 102 B: 6 OCC. 1,002 SF STORAGE RM 103 S-1: 4 OCC. 193 SF RSO RM 112 B: 2 OCC. LANE ENTRY 193 SF RSO RM 110 B: 2 OCC. 237 SF MAINT. RM 111 S-1: 2 OCC. 510 SF LOCKERS RM 104 S-1: 10 OCC. 1,826 SF PRO SHOP RM 101 M: 30 OCC. FIRING LINE (10 LANES) FIRING LINE (12 LANES) BACK STOP BACK STOP 138 SF STOR. RM 113 EXIT A EXIT B on e h o u r (OCCUPANCY BASED OFF OF 3 PEOPLE PER LANE, MAXIMUM) (OCCUPANCY BASED OFF OF 3 PEOPLE PER LANE, MAXIMUM) VEST. COMMON PATH OF TRAVEL FROM THIS POINT: 67' < 75' = OK COMMON PATH OF TRAVEL FROM THIS POINT: 73' < 75' = OK GRAY DASHED LINE INDICATES CONTINUATION OF EGRESS ROUTE FROM FLOOR 2 GRAY DASHED LINE INDICATES CONTINUATION OF EGRESS ROUTE FROM FLOOR 2 EXIT ACCESS TRAVEL DISTANCE: 124' < 250' = OK EXIT ACCESS TRAVEL DISTANCE TERMINATES AT EXIT B AND INCLUDES 73' COMMON PATH OF TRAVEL NOTES: MAXIMUM COMMON PATH OF TRAVEL PER TABLE 1006.2.1 FOR A & M OCCUPANCY: 75' MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER TABLE 1017.2 FOR A & M OCCUPANCIES: 250' EXIT ACCESS TRAVEL DISTANCE: 111' < 250' = OK EXIT ACCESS TRAVEL DISTANCE TERMINATES AT EXIT C AND INCLUDES 67' COMMON PATH OF TRAVEL COMMON PATH OF TRAVEL FROM THIS POINT: 43' < 75' = OK EXIT ACCESS TRAVEL DISTANCE: 99' < 250' = OK EXIT ACCESS TRAVEL DISTANCE TERMINATES AT EXIT A AND INCLUDES 69' COMMON PATH OF TRAVEL FROM MOST REMOTE POINT EXIT C RR RR COMMON PATH OF TRAVEL FROM THIS POINT: 65' < 75' = OK 1 3 0' DIAGONAL FILL INDICATES UNOCCUPIED AREA7 3 3 3 4 1 1 1 FEC FEC 10 9 1 1 4 4 5 8 on e h o u r 538 SF STORAGE RM 205 S-1: 3 OCC. 2,812 SF TRAINING RM 201 B: 57 OCC. 147 SF ELEC. RM 206 S-1 (ACCESSORY): 1 OCC. COMMON PATH OF TRAVEL FROM THIS POINT: 48'-6" < 100' = OK 116' (116' / 3 = 38' 8") R 3 8 ' - 8 " NOTES: MAXIMUM COMMON PATH OF TRAVEL PER TABLE 1006.2.1 FOR S & B OCCUPANCIES: 100' MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER TABLE 1017.2 FOR S-1 OCCUPANCY: 250' STAIR EXIT ACCESS STAIR: 67 TOTAL OCCUPANTS / 2 STAIRS = 33 OCCUPANTS SERVED. MINIMUM WIDTH OF 36" PER IBC SECTION 1011.2 EXCEPTION 1 STAIR EXIT ACCESS STAIR RR RR EXIT ACCESS TRAVEL DISTANCE: 113' < 250' = OK EXIT ACCESS TRAVEL DISTANCE TERMINATES AT FLOOR 1 EXIT C AND INCLUDES 48'-6" COMMON PATH OF TRAVEL EXIT ACCESS TRAVEL DISTANCE: 131' < 250' = OK EXIT ACCESS TRAVEL DISTANCE TERMINATES AT FLOOR 1 EXIT A AND INCLUDES 51' COMMON PATH OF TRAVEL COMMON PATH OF TRAVEL FROM THIS POINT: 51' < 100' = OK 530 SF UTILITY RM 208 306 SF MANAGER'S OFFICE RM 204 B: 6 OCC. 7 8 841 FE C FEC 5 OPEN TO BELOW 1005 MEANS OF EGRESS SIZING: MINIMUM EGRESS WIDTH PER IBC 1005.3.1 AND 1005.3.2, AND 1004.2.2 1005.3.1 STAIRWAYS STAIRS 67 OCC. x 0.3 = 20.1 INCHES REQUIRED 36"PER 1009.3 & 1011.2 PROVIDED 36"(MIN. AT STAIRWAY) 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE. TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES IN TABLE 1006.2.1 THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1004.2 FLOOR 2: B TYPE OCC LOAD = 63 REQUIRED: 2 (B OCC TYPE MAX = 49) PROVIDED: 2 1007 DISTANCE APART OF EXIT DOORS OR ACCESS DOORWAYS WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAX OVERALL DIAGONAL DIMENSIONS OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS. EXCEPTION 2:WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATED SPRINKLER SYSTEM...THE SEPERATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. FLOOR 1 EXIT DISTANCE APART: 130'-0" FLOOR 2 EXIT DISTANCE APART: 116'-0" FLOOR 1 REQUIRED EXIT DISTANCE APART: 43'-4" MIN FLOOR 2 REQUIRED EXIT DISTANCE APART: 38'-8" MIN FLOOR 1 PROVIDED EXIT DISTANCE APART: 79' MIN FLOOR 2 PROVIDED EXIT DISTANCE APART: 52' 1009 ACCESSIBLE MEANS OF EGRESS 1009.3 STAIRWAYS.IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL HAVE A CLEAR WIDTH OF 48 INCHES BETWEEN HANDRAILS. 1009.3.2 STAIRWAY WIDTH. EXCEPTION 1 CLEAR WIDTH OF 48" BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 1009.3.3 AREAS OF REFUGE. EXCEPTION 2 AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTI ON 903.3.1.1 OR 903.3.1.2. 1013 EXIT SIGNS 1013.1 WHERE REQUIRED EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL I S NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. 1028 EXIT DISCHARGE EXIT DISCHARGE WIDTH OR CAPACITY, COMPONENTS, AND EGRESS COURTS SHALL COMPLY WITH 2018 IBC 1028.2, 1028.3 AND 1028.4 WITH DIRECT ACCESS TO PUBLIC WAY PER 1028.5 1028.1 GENERAL.EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT DISCHARGE SHALL NOT RE-ENTER. 1100 ACCESSIBILITY 1104.4 EXCEPTION TO ACCESSIBLE ROUTE CONNECTING EACH ACCESSIBLE STORY: STORIES THAT DO NOT CONTAIN ACCESSIBLE ELEMENTS OR OTHER SPACES AS DETERMINED BY SECTION 1107 OR 1108 ARE NOT REQUIRED TO BE SERVED BY AN ACCESSIBLE ROUTE FROM AN ACCESSIBLE LEVEL. FIRE PROTECTION EQUIPMENT FIRE EXTINGUISHERS PROVIDED A MAXIMUM OF 75FT APART. STAIR LEVEL IDENTIFICATION AS PER ANSI 117.1 504.9 LED EXIT SIGN/ EMERGENCY LIGHT WITH BATTERY BACKUP E-XCL SERIES I 5000K I GREEN LETTERS, CENTER ABOVE EXIT DOOR, TYPICAL. PROVIDE DOUBLE SIDED AT EACH STAIR. LED EXIT SIGN W/ DIRECTIONAL ARROW TO EXIT ROUTE A SIGN WITH RAISED CHARACTERS AND BRAILLE STATING "EXIT" SHALL BE PROVIDED ADJACENT TO THE EXIT DOOR DISCHARGING TO THE OUTSIDE OR TO THE LEVEL OF EXIT DISCHARGE ACC. TO IBC 1013.4 A SIGN WITH RAISED CHARACTERS AND BRAILLE STATING "EXIT ROUTE" SHALL BE PROVIDED ADJACENT TO THE EXIT ACCESS DOOR ACC. TO I BC 1013.4 STAIR LEVEL IDENTIFICATION SIGNS IN RAISED CHARACTERS AND BRAILLE COMPLYING WITH SECTIONS 703.3 AND 703.4 SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS ADJACENT TO THE DOOR LEADING FROM THE STAIRWELL INTO THE CORRIDOR TO IDENTIFY THE STAIR LEVEL. PRO SHOP STAIR LEVEL IDENTIFICATION SIGN WITH BRAILLE CHARACTERS COMPLYING WITH IBC 1023.9. MOUNT AT 5 FEET ABOVE FINISHED FLOOR ON LATCH SIDE OF DOOR AT INTERIOR OF STAIRWELL SIGN TO BE 18"H X 12"W MIN, BY SETON, STYLE NO. PA57685, OR APPROVED EQUAL. SECURE TO WALL WITH SELF-ADHESIVE TAPE. COLOR: WHITE BACKGROUND WITH BLACK CHARACTERS. NORTH STAIR LEVEL IDENTIFICATION SIGN WITH BRAILLE CHARACTERS COMPLYING WITH IBC 1023.9. MOUNT AT 5 FEET ABOVE FINISHED FLOOR ON LATCH SIDE OF DOOR AT INTERIOR OF STAIRWELL SIGN TO BE 18"H X 12"W MIN, BY SETON, STYLE NO. PA57685, OR APPROVED EQUAL. SECURE TO WALL WITH SELF-ADHESI VE TAPE. COLOR: WHITE BACKGROUND WITH BLACK CHARACTERS. STAIR ACCESS SIGN WITH BRAILLE CHARACTERS COMPLYING WITH IBC 1023.9. STYLE NO. L10227-WBK. ADA SIGN MEASURES 6"W X 9"H. COLOR: BLACK BACKGROUND WITH WHITE CHARACTERS SHALL BE PROVIDED AT EACH FLOOR-LEVEL LANDING ADJACENT TO THE EXIT ACCESS DOOR. FIRE DEPARTMENT CONNECTION. FIRE DEPARTMENT AND POLICE DEPARTMENT KNOX BOX AT MAIN ENTRY PER IFC 506-A 1 2 3 5 6 7 4 4 1 / 2 " 4 1 / 2 " 4 1 / 2 " 9 " 6" 4 1/2" 12" ★1 CENTRAL EXIT AT THIS FLOOR FLOOR 1 -FLOOR 2 STAIR FLOOR 12" 18 "2 CENTRAL ↓EXIT FLOOR 1 FLOOR 1 -FLOOR 2 STAIR FLOOR ★1 NORTH EXIT AT THIS FLOOR FLOOR 1 -FLOOR 2 STAIR FLOOR 18 "2 NORTH ↓EXIT FLOOR 1 FLOOR 1 -FLOOR 2 STAIR FLOOR 8 9 10 12" 9 " 9 " 8 " 20" SIGNAGE NOTES: • RAISED CHARACTERS SHALL BE 48" MINIMUM AND 60" MAXIMUM ABOVE FINISHED FLOOR MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. • BRAILLE SHALL BE 48" MINIMUM AND 60" MAXIMUM ABOVE FINISHED FLOOR MEASURED TO THE BASELINE OF THE UPPERMOST LINE. LINE INDICATES EGRESS TRAVEL PATH. FILLED DOT INDICATES STARTING POINT, OPEN DOT INDICATES END OF COMMON EGRESS PATH AND THE ARROW INDICATES DIRECTION OF TRAVEL. 1 - HOUR RATED WALL FEC SEMI-RECESSED FIRE EXTINGUISHER CABINET. PROVIDE WITH 2A-10BC EXTINGUISHER. INDICATES EXIT AND EXIT ACCESS LOCATION PER IBC SECTION 1007 INDICATES UNOCCUPIED BUILDING AREA 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-004 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A EGRESS PLANS 1/16" = 1'-0"1 FLOOR 1 - OCCUPANCY & EGRESS 1/16" = 1'-0"2 FLOOR 2 - EGRESS MEANS OF EGRESS CODE PER IBC - CHAPTER 10 MEANS OF EGRESS SIGNAGE KEY EGRESS LEGEND 0' 8'16' 32' 0' 8' 16' 32' WH 6,356 SF 25 METER RANGE RM 115 17,095 SF 100 METER RANGE RM 114 306 SF TRAINING RM 102 1,002 SF STORAGE RM 103 193 SF RSO RM 112 LANE ENTRY 193 SF RSO RM 110 237 SF MAINT. RM 111 510 SF LOCKERS RM 104 1,826 SF PRO SHOP RM 101 FIRING LINE (10 LANES) FIRING LINE (12 LANES) BACK STOP BACK STOP 138 SF STOR. RM 113 VEST. RR RR 0' 8' 16' 32' HEATED SEMI-HEATED INDICATES MASS WALL WITH R-9.5 MINIMUM INSULATION PER WSEC. SEE SHEET A-601 FOR ASSEMBLY DETAILS. INDICATES 'SEMI-HEATED' SPACE PER WSEC. HEATING SYSTEM OUTPUT CAPACITY LESS THAN 8 BTUH/SF, SEE MECHANICAL DRAWINGS FOR SPACE HEATING AND OUTPUT SPECIFICS. AIR BARRIER PERIMETER 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. SEE BUILDING ENVELOPE INFORMATION ON SHEET A-002. 6. 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. 7. PREPARE ALL SURFACES AS RECOMMENDED BY WINDOW FLASHING MANUFACTURER (1) SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION AND OWNER; (2) 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; (3) IF INITIAL TEST RESULT EXCEEDS 0.40 CFM/FT2 (2.0 L/S*M2), INDICATE THAT CORRECTIVE ACTIONS SHALL ALSO INCLUDE RE-TESTING; (4) 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; (4) INCLUDE AIR BARRI ER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION PROVIDED TO BUILDING OWNER. 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 BUILDING CONSTRUCTION. 3. AREA INFORMATION PROVIDED ABOVE IS NOT INTENDED TO QUANTIFY CONSTRUCTION AREA. FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1356 FOUNDATION -3' - 6" 4 2 100 METER RANGE RSO STORAGE TRAINING TRAINING MANAGERS OFFICE 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-005 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ENERGY CODE & AIR BARRIER 1/16" = 1'-0"1 FLOOR 1 - ENERGY CODE & AIR BARRIER ENERGY CODE LEGENDAIR BARRIER NOTES & LEGEND 1/16" = 1'-0"2 AIR BARRIER SECTION A 0' 8' 16' 32' UPFIRST CHOICE SELF STORAGE G R O V E R D S E W A 5 0 7 ( E Y E L M A V E ) NEW RANGE BUILDING 36,860 SF TOTAL FFE 282’-6” EXISTING BUILDING (TO REMAIN) 9,850 SF NEW PARKING 43 STALLS EXISTING PARKING (TO REMAIN) 35 STALLS 1 1 A A UNOCCUPIED SPACE 21,523 SF 4 3 2 1 5 A P P R O XI M A TE L O C A TI O N O F P O W E R LIN E A B O V E 6 7 8 9 10 BUILDING METHOD OF LAYOUT: GRID A IS 25' OFF OF WEST PROPERTY LINE, INTERSECTION OF GRIDS A1 IS 213' FROM SOUTHWEST PROPERTY CORNER 2 1 3 ' 4 2 5 ' 280' - 0" 282' - 0" 278' - 0" 280' - 0" 282' - 0" 282' - 0" 11 12 14 13 A P P R O XI M A TE L O C A TI O N O F P O W E R LIN E A B O V E 1 0 3 ' - 8 " 15 PROPOSED PROPERTY LINE 15' SETBACK ALL AROUND W E S T P R O P E R T Y L I N E SOUTH PROPERTY LINE PARCEL B 64303100801 PARCEL A 64303100800 PARCEL C 64303100900 PROPOSED PROPERTY LINE IN NEW BLA SETBACK LINE PER YELM MUNICIPAL CODE ROOF STRUCTURE ABOVE TREES SYMBOL INDICATES ACCESSIBLE PARKING STALL PERVIOUS AREA (TO REMAIN UNDISTURBED) NEW LANDSCAPED AREA GRAVEL ASPHALT CONCRETE SIDEWALK STRUCTURE (NOT PART OF PROJECT) PROJECT STRUCTURE UNOCCUPIED AREA OF PROJECT STRUCTURE WATERMAIN EASEMENT, SEE CIVIL FOR DETAILS TRANSMISSION LINE EASEMENT, SEE CIVIL FOR DETAILS BUILDING METHOD OF LAYOUT POINT (LOCATE GRID A1) TOPOGRAPHY CONTOUR WITH ELEVATION POINT000' - 0” REQUIRED VEHICLE PARKING REQUIREMENTS (YMC 18.54.030) YMC FOR BUSINESS USES = 1 PER 10 OCC. REQUIRED: EXISTING BUILDING 9,850 SF / 300 = 33 STALLS NEW BUILDING 190 OCC. (SEE A-003) 190 / 10 = 19 STALLS TOTAL REQUIRED = 52 STALLS PROVIDED: EXISTING STALLS TO REMAIN = 35 STALLS NEW STALLS = 43 STALLS TOTAL PROVIDED = 78 STALLS NOTE: 25% OF SPACES CAN BE COMPACT ACCESSIBLE PARKING (IBC TABLE 1106.1) FOR EVERY 76-100 STALLS 4 ARE REQUIRED= 4 SPACES PROVIDED = 5 SPACES ELECTRIC VEHICLE SPACES 10% OF ALL SPACES SHALL BE ELECTRICAL VEHICLE SPACES: 43 NEW STALLS X 10% = 5 SPACES PROVIDED= 5 SPACES YMC PARKING LANDSCAPING = 24 SF PER STALL 49 NEW STALLS X 24 SF = 1,176 SF PROVIDED = 3,152 SF ADDRESS: 16910 STATE ROUTE 507 SE, YELM, 98597 TAX PARCEL #S 64303100801 - PARCEL B ZONING: C-3 LARGE LOT COMMERCIAL EXISTING SITE: TOTAL SITE AREA: 347,339 SF TOTAL IMPERVIOUS COVERAGE: 2,486 SF TOTAL PERVIOUS COVERAGE: 344,853 SF IMPERVIOUS SURFACE COVERAGE: 0.7% PROPOSED SITE: TOTAL SITE AREA: 347,339 SF TOTAL IMPERVIOUS COVERAGE: 70,066 SF TOTAL PERVIOUS COVERAGE: 277,273 SF IMPERVIOUS SURFACE COVERAGE: 20% PROJECT LOCATION 5 1 0 5 0 7 NIS Q U ALLY RIV ER Y E L M 1. THESE DRAWINGS ARE FOR GENERAL BUILDING AND SITE LAYOUT, SEE SEPERATE CIVIL DRAWINGS FOR FURTHER SITE DEVELOPMENT SPECIFICS. 2. SEE ENLARGED SITE PLAN, A-102 FOR ADDITIONAL INFORMATION. 3. FOR SITE LANDSCAPING SEE SEPERATE LANDSCAPE ARCHITECT DRAWINGS. 4. FOR SITE LIGHTING SEE SEPERATE CIVIL & ELECTRICAL DRAWINGS. 5. GENERAL CONTRATOR TO VERIFY EXISITNG SITE CONDITIONS PRIOR TO CONSTRUCTION. PARKING LOT LANDSCAPING PER LANDSCAPE DRAWINGS PROTECTIVE BOLLARDS, 6' SPACING TYPICAL SEE DETAIL 5/A-102 FOR MORE INFORMATION COMPACTED GRAVEL BASE FOR FUTURE OUTDOOR AMMUNITION STORAGE AREA PER OWNER ACCESS ROAD FOR 100 METER RANGE PER CIVIL FORKLIFT ACCESS AREA FOR INDOOR STORAGE LOCATION OF POWER LINE TOWER ACCESSIBLE PARKING STALLS, SEE 2/A-102 WASTE COLLECTION AREA, PROVIDE (2) 6YD CONTAINERS UPDATED PARECEL LINE PER BLA DASHED LINE OF FUTURE EXPANSION AT LATER DATE (NOT PART OF THIS PROJECT) RETENTION POND AREA FOR WATER TREATMENT. SEE CIVIL PLANS FOR MORE DETAILS. WATER, SEWER, AND ELECTRIC CONNECTION AREA, SEE PLANS, CIVIL, ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS FOR MORE DETAILS. 1500 GAL SEPTIC HOLDING TANK, SEE CIVIL FOR DETAILS PAD-MOUNT TRANSFORMER LOCATION, SEE ELECTRICAL PLANS WATER MAIN EASEMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 525 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-101 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SITE PLAN 1" = 50'-0"1 SITE PLAN 0' 25' 50'100' SITE LEGEND PARKING LEGEND SITE INFORMATION SITE VICINITY SITE GENERAL NOTES SITE KEYNOTES UP 11 A B C 2 2 1 1 1 3 4 5 5 5 7 6 NEW BUILDING EXISTING BUILDING G R O V E R D S E TYP. 6' - 0" EXIST. ASPHALT NEW ASPHALT (6) (6)(6)(6)(6)(7) NEW ASPHALT EXISTING ASPHALT NE W A S P H A L T EXIST. ASPHALT 54' - 0" 54' - 0" 28' - 0" 64' - 1 1/2" 8' - 1 1/2" 8' - 0" 8' - 0" 5' - 0" 8' - 0" TYP. 9' - 0" 11' - 4" 3' - 0" 2 DASHED LINE OF CANOPY OVERHEAD 26' - 0" TYP. 7' - 0" 10' - 0" 16' - 0" 8' - 4" 4 4 TYP. 8" 3' - 0" 7' - 10 1/8" TYPICAL JOINT SPACING EVERY 5', EXPANSION JOINT EVERY 10', BROOM FINISH LANDSCAPING BUFFER, SEE LANDSCAPE PLANS 8 9 A-102 10 BURNISHED CONCRETE DOME 6" DIA. STEEL PIPE EMBEDDED 1' INTO CONCRETE SLAB. CONCRETE POUR TO FILL PIPE SLAB ON GRADE PAINT HI-VIZ SHERWIN WILLIAMS REAL RED PRO- INDUSTRIAL ACRYLIC PAINT OR EQUAL ACCESSIBLE PARKING SIGNAGE, POLE MOUNT AND PAINT ON PARKING SURFACE NO PARKING SIGNAGE, MOUNT 6" FROM FACE OF CURB DO NOT ENTER SIGNAGE, LOCATE AT ENTRY TO ACCESS ROAD ELECTRIC VEHICLE CHARGING SIGNAGE, POLE MOUNT AND PAINT ON PARKING SURFACE BOLLARD PER OWNER, SPACING PER DIMENSIONS BUILDING MOUNTED SIGNAGE WASTE COLLECTION AREA PER DETAILS PEDESTRIAN CROSSWALK, PROVIDE STRIPING PER DETAIL SPEED BUMP, SEE CIVIL 1 2 3 4 5 6 7 8 9 STATE DISABLED PARK ING PERMIT REQU IRED VAN ACCESSIBLE 1' - 0" 1' - 6" 3" 2' - 0" 5'-0" (MIN.) 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 TYPI CAL. 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 NO PARKING 1' - 0" 1' - 6 " BACKGROUND 14 GAUGE GALVANIZED SHEET METAL, PAINT WHITE, 2 COATS ENAMEL 2 1/2" LETTERS TYP. PAINT RED, 2 COATS ENAMEL **NOTE: SEE SITE PLAN FOR LOCATION. MOUNT SIMILAR TO ACCESSIBLE SIGN BELOW. 60" MOUNTING HEIGHT TO BOTTOM EDGE, TYP. ANY TIME R7-1 NO PARKING SIGN R5-1 (36" X 36") R/W DO NOT ENTER SIGN **NOTE: SEE SITE PLAN FOR LOCATION. MOUNT SIMILAR TO ACCESSIBLE SIGN BELOW. 60" MOUNTING HEIGHT TO BOTTOM EDGE, TYP. DO NOT ENTER 3' - 0" 3' - 0" 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" 20' BUILDING SIGNAGE AREA: 90 SF 8' BOTTOM MOUNTED 8' ABOVE GRADE NOTE: PER YELM MUNICIPAL CODE FOR WALL SIGN ON A BUILDING FROM 10,000-50,000 SF, MAXIMUM ALLOWABLE AREA IS 126 SF. 90 < 126 = OK. 1 1/4" MARINE GRADE PLYWOOD AND FLASHING MATCH BUILDING COPING. SLOPE TOP SURFACE TO DRIP. CONCRETE SLAB OVER 4" MINIMUM COMPACTED CRUSHED ROCK BASE, PER CIVIL AND GEO-TECH SLOPE 5 1/4" 4 1/2" 7 1/2" 8" CMU BLOCK WALl FOUNDATION PER STRUCTURAL REBAR SUPPORT PER STRUCTURAL 6' - 0" 12' - 10" 3' - 1 1/4" EQ EQ 3' - 1 1/4" 6 YD GARBAGE 6 YD RECYCLE SLOPE 12 A-102 A-102 13 PROVIDE DIAGONAL TENSION RODS W/ ADJUSTING TURNBUCKLES 2X2X1/4" TUBE STEEL FRAMED GATE, GALVENIZED GATE BOLT HEAVY DUTY HINGE, GUARDIAN MODEL NUMBER 2015.100 (2 MIN. PER POST) 6" DIAMETER SCHEDULE 40 STEEL POST, GALVANIZED WASTE ENCLOSURE 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-102 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SITE FEATURES 1/16" = 1'-0"6 SITE PLAN - ENLARGED 0' 8' 16' 32' 3/4" = 1'-0"5 CONCRETE BOLLARD FEATURE KEYNOTES 1/2" = 1'-0"1 ACCESSIBLE SIGNS 1/2" = 1'-0"2 NO PARKING SIGN 1/2" = 1'-0"3 DO NOT ENTER SIGN 1/2" = 1'-0"4 ELECTRIC VEHICLE CHARGING SIGNAGE 1/2" = 1'-0"8 ACCESSIBLE PARKING MARKINGS 1/8" = 1'-0"9 BUILDING SIGNAGE 1" = 1'-0"12 WASTE ENCLOSURE SECTION 1/4" = 1'-0"10 ENLARGED WASTE COLLECTION 1" = 1'-0"13 WASTE GATE DETAIL 1 1 3 3 5 5 6 6 A A BB CC 4 4 2 2 6,356 SF 25 METER RANGE RM 115 17,095 SF 100 METER RANGE RM 114 306 SF TRAINING RM 102 1,002 SF STORAGE RM 103 193 SF RSO RM 112 196 SF LANE ENTRY RM 107 193 SF RSO RM 110 237 SF MAINT. RM 111 510 SF LOCKERS RM 104 1,826 SF PRO SHOP RM 101 20' - 0" 30' - 0" 8' - 0"119' - 0"248' - 0" 425' - 0" 530 SF HALL RM 108 STAIR RM 109 48' - 0" 55' - 6" 103' - 6" 123 SF VEST. RM 100 138 SF STOR. RM 113 RR RR MECH. CLOSET ELEC. CLOSET 105 106 ACCESS ROAD, SEE SITE PLAN NOTE: GRID B IS LOCATED AT THE ℄ OF TILT UP WALL 15' - 3 1/2"15' - 3 1/2"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"14' - 0"13' - 7 3/4" 11 1/4" 7' - 10"12' - 10 1/4"10' - 9 3/4"6' - 4"9' - 11 1/4"10' - 0 3/4" 103' - 6" 10' - 1 1/2" 9' - 0" 8' - 10 1/2" 9' - 1 1/2" 10' - 10 1/2" 12' - 6" 11' - 10" 1' - 6" 4' - 10" 7' - 0 1/4" 10' - 3 3/4" 8' - 9" 7' - 5 1/4" 10' - 1 3/4" 8' - 6" 11' - 10" 8' - 10" 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. 1 A-101 1 A-101 1. SEE STRUCTURAL NOTES FOR CONTROL AND CONTRACTION JOINT SPECIFICS. 2. PATCH AND SMOOTH ALL JOINTS WITH SOLID EPOXY FILL. POLISH FLAT TO FINAL CONCRETE SURFACE. 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-200 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SLAB JOINT PLAN 0' 8' 16' 32'1/16" = 1'-0"1 FLOOR 1 - SLAB PLAN FLOOR PLAN LEGENDSLAB PLAN GENERAL NOTES 6,356 SF 25 METER RANGE RM 115 17,095 SF 100 METER RANGE RM 114 306 SF TRAINING RM 102 1,002 SF STORAGE RM 103 193 SF RSO RM 112 196 SF LANE ENTRY RM 107 193 SF RSO RM 110 237 SF MAINT. RM 111 510 SF LOCKERS RM 104 1,826 SF PRO SHOP RM 101 FIRING LINE (10 LANES) FIRING LINE (12 LANES) BACK STOP BACK STOP 4 A-401 4 A-401 3 A-401 3 A-401 2 A-401 2 A-401 1 A-401 1 A-401 1 1 3 3 5 5 6 6 A A BB CC 20' - 0" 30' - 0" 8' - 0"119' - 0"248' - 0" 425' - 0" 530 SF HALL RM 108 STAIR RM 109 48' - 0" 55' - 6" 103' - 6" 123 SF VEST. RM 100 138 SF STOR. RM 113 4 4 2 2 FUTURE OUTDOOR AMMUNITION STORAGE AREA BY OWNER. COMPACTED GRAVEL BASE BELOW. RR RR MECH. CLOSET ELEC. CLOSET 105 106 A-702 1 ACCESS ROAD, SEE SITE PLAN SLAB DEPRESSION WITH GRATE PER DETAIL 5/A-604 SLAB DEPRESSION WITH GRATE PER DETAIL 5/A-604 ESTIMATED FEET + INCHES, USE METERS 82' - 0 1/4" ESTIMATED FEET + INCHES, USE METERS 82' - 0 1/4" ESTIMATED FEET + INCHES, USE METERS 82' - 0 1/4" ESTIMATED FEET + INCHES, USE METERS 82' - 0 1/4" 25.000 m25.000 m25.000 m25.000 m 5.000 m5.000 m5.000 m10.000 m NOTE: GRID B IS LOCATED AT THE ℄ OF TILT UP WALL 60' - 10"66' - 9" 114.2 114.3 22' - 8 3/8" 24' - 4" 6' - 4" 17' - 4" 17' - 6" 17' - 4" 12' - 6" 8' - 2" COLUMN SPACINGS, TYPICAL PAINTED DISTANCE MARKERS AND LETTERING, SEE DETAIL A-604 9 WALL MOUNTED TV 22 SF MAINT. CLOSET RM 116 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. 1 A-101 1 A-101 1. DIMENSIONS FROM WALL TO WALL TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. STRUCTURAL COLUMNS TYPICALLY ALIGN WITH GRIDS. WALLS IN LINE WITH COLUMNS DIMENSIONED TO CENTERLINE OF WALL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALIGNMENT. 3. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO: WALL TYPE CALLOUTS, FINISH FLOOR MATERIALS, ADDITIONAL DIMENSIONING, INTERIOR ELEVATION CALLOUTS AND DETAI L MARKERS, ETC. 4. DOOR FRAMES SHALL BE LOCATED 6" FROM FACE OF STUD TYPICAL, (U.N.O.) 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-201 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A PLAN - FLOOR 1 0' 8' 16' 32'1/16" = 1'-0"1 FLOOR 1 FLOOR PLAN LEGENDFLOOR PLAN GENERAL NOTES WH UP UP 4 A-401 6,356 SF 25 METER RANGE RM 115 17,095 SF 100 METER RANGE RM 114 306 SF TRAINING RM 102 1,002 SF STORAGE RM 103 193 SF RSO RM 112 196 SF LANE ENTRY RM 107 193 SF RSO RM 110 237 SF MAINT. RM 111 510 SF LOCKERS RM 104 1,826 SF PRO SHOP RM 101 FIRING LINE (10 LANES) FIRING LINE (12 LANES) COVERED ENTRY DASHED LINE OF ENTRY CANOPY ABOVE 3 A-401 3 A-401 2 A-401 2 A-401 1 1 3 3 5 5 A A BB CC 2 A-506 20' - 0"30' - 0" 8' - 0"119' - 0" 48' - 0" 55' - 6" 123 SF VEST. RM 100 138 SF STOR. RM 113 HALL 530 SF HALL RM 108 219 SF STAIR RM 109 A-701 1 2' - 3 1/2" 5' - 8 1/2" 20' - 0"30' - 0" 8' - 0"119' - 0" 16' - 8" 3' - 4" 8' - 0"6' - 6"6' - 6"17' - 0" 7' - 0 1/4" 16' - 6" 8' - 6 7/8"19' - 2 3/4" 14' - 1 3/4" 14' - 5 1/4" 5' - 1 1/4" 11' - 4 1/2" 15' - 11 3/4" 7' - 10" 7' - 10" 6' - 4" 9' - 6" 23' - 6 3/4" 55' - 6" 48' - 0" 1 A-506 8 A-505 4 4 2 2 42' - 6 3/4" 5' - 5 1/4" 12' - 11 1/4" 42' - 6 3/4" 3' - 7" 4' - 5" MECH. CLOSET ELEC. CLOSET 4' - 10 1/8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 6' - 0" 5' - 0 1/8" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 4' - 4" 6' - 0" BOLLARDS, TYPICAL 61 SF RR RM 105 62 SF RR RM 106 A-702 2 4 3 A-702 5 55 5 66 6 6 6 33 6 6 6 6 6 6 6 6 6.1 7 2 3 6 6 6 83 3 31 A-801 5 102 103.2 103.1 111.3 111.2 110.1 110.2 111.1 109.1 109.2 100.1 100.2 112.1 107.1 107.2 107.4 107.3 112.2 115 114.1 113 104 108 101 106 105 A-702 10 MAINT. CLOSET 6 6 7 6 A-801 3 A-801 3 SIM SLAB DEPRESSION WITH GRATE PER DETAIL 5/A-604 SLAB DEPRESSION WITH GRATE PER DETAIL 5/A-604 A-702 8 9 6 1 2 A-801 1 DESK AREA VENDING RETAIL AREA 4' - 1" 3' - 9" 3' - 9" 4' - 1" ALIGN ALIGN 4' - 6" SAFE ZONE DIVIDER BY INVERIS, TYPICAL BETWEEN ALL LANES A-801 4 SI M A-801 6 SAFE ZONE DIVIDER BY INVERIS, TYPICAL BETWEEN ALL LANES 29' - 9" 5' - 0" 10' - 9" 6' - 3" 6' - 3" 10' - 9" 17' - 0" 17' - 9" 3' - 11" 3' - 11" ℄ ℄ ℄ ℄ ℄ ℄ ℄ A-506 4 ACCESSIBLE SHOOTING BOOTH AND ACCESSIBLE ACCESS AND EGRESS PATH ACCESSIBLE SHOOTING BOOTH AND ACCESSIBLE ACCESS AND EGRESS PATH A-702 9 SIM 8 SIM A-7027 3 34 WALL TYPE 3 WALL TYPE 4 WALL TYPE 3 WALL TYPE 4 3 34 4' - 6" 2' - 11 1/4" ℄ SEE ELEVATIONS 4/A-301 & 5/A-301 GRANULATED RUBBER BACKSTOP BY INVERISRUBBER MAT, CADILLAC MATS 3'x4' H-262, TYPICAL AT EACH LANE 7' - 10 1/8" ℄ ℄℄ ℄ 2 A-005 A-603 9 1. DIMENSIONS TO THE FACE OF STUD UNLESS NOTED OTHERWISE (U.N.O.). 2. STRUCTURAL COLUMNS TYPICALLY ALIGN WITH GRIDS. WALLS IN LINE WITH COLUMNS DIMENSIONED TO CENTERLINE OF WALL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALIGNMENT. 3. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATION. 4. SEE MECHANICAL DRAWINGS FOR FIXTURE TYPE SCHEDULE. 5. DOOR JAMBS TO BE LOCATED 6" FROM ADJACENT STUD U.N.O. 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. 1 A-101 1 A-101 000 0 DOOR CALL OUT, SEE DETAIL ON SHEET 'DOOR & WINDOW DETAILS' WALL TYPE CALLOUT, SEE DETAILS ON SHEET A-601 525 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-202 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ENLARGED PLAN - FLOOR 1 1/8" = 1'-0"1 FLOOR 1 - ENLARGED - SOUTH 0' 4' 8' 16' ENLARGED PLAN GENERAL NOTESENLARGED PLAN LEGEND DN DN 4 A-401 4 A-401 3 A-401 3 A-401 2 A-401 2 A-401 1 1 3 3 A A BB CC 2 A-506 2,812 SF TRAINING RM 201 538 SF STORAGE RM 205 147 SF ELEC. RM 206 61 SF RR RM 202 62 SF RR RM 203 219 SF STAIR RM 207 1 A-506 8 A-505 4 4 2 2 530 SF UTILITY RM 208 20' - 0"30' - 0" 8' - 0" 13' - 0"17' - 0" 9' - 6" 3' - 0" 11' - 8 1/4" 16' - 6" 7' - 3 3/4" 48' - 0" 55' - 6" 20' - 0"30' - 0" 8' - 0" 7' - 0"23' - 0" 8' - 8 3/8"2' - 0" 2' - 3 1/2" 7' - 3 7/8" ROOF ACCESS LADDER OPEN TO BELOW (12) WALL MOUNTED TVS WITH LIVE LANE VIEWS, TYPICAL 306 SF MANAGER'S OFFICE RM 204 33 6 6 6 6 6 3 6 6.1 6 6 7 6 2 3 2 206 205 204 207.1 207.2 203 202 OPEN TO BELOW +42” 6' - 4 1/4" 2" / 12" ROOF BELOW 4' - 10 3/4" OPEN TO BELOW 2 A-604 29' - 9" 5' - 0" 13' - 3" 20' - 9" 5' - 6" 6' - 0" 5' - 6" 5' - 0" 12' - 9" 12' - 9" 5' - 0" 5' - 6" 6' - 0" 5' - 6" ST O R E F R O N T ℄ ST O R E F R O N T ℄ ST O R E F R O N T ℄ ST O R E F R O N T ℄ ST O R E F R O N T ℄ STOREFRONT ℄ STOREFRONT ℄ STOREFRONT ℄ STOREFRONT ℄ STOREFRONT ℄ STOREFRONT ℄ STORERONT ℄ 8 A-602 48' - 0" 55' - 6" 2 A-005 2 A-005 1. DIMENSIONS TO THE FACE OF STUD UNLESS NOTED OTHERWISE (U.N.O.). 2. STRUCTURAL COLUMNS TYPICALLY ALIGN WITH GRIDS. WALLS IN LINE WITH COLUMNS DIMENSIONED TO CENTERLINE OF WALL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY ALIGNMENT. 3. SEE PROJECT INFORMATION SHEET FOR GENERAL PROJECT NOTES, SYMBOL LEGEND AND ABBREVIATION INFORMATION. 4. SEE MECHANICAL DRAWINGS FOR FIXTURE TYPE SCHEDULE. 5. DOOR JAMBS TO BE LOCATED 6" FROM ADJACENT STUD U.N.O. 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. 1 A-101 1 A-101 000 0 DOOR CALL OUT, SEE DETAIL ON SHEET 'DOOR & WINDOW DETAILS' WALL TYPE CALLOUT, SEE DETAILS ON SHEET A-601 525 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-203 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ENLARGED PLAN - FLOOR 2 1/8" = 1'-0"1 FLOOR 2 - ENLARGED - SOUTH 0' 4' 8' 16' ENLARGED PLAN GENERAL NOTES ENLARGED PLAN LEGEND 1 1 3 3 5 5 6 6 A A BB CC 4 4 2 2 LED DROP LIGHTS BETWEEN BALLISTIC BAFFLES, TYPICAL. COORDINATE LOCATIONS WITH FINAL RANGE DESIGN AND BAFFLE PLACEMENT. ROWS TO BE SPACED 15' O.C. MAXIMU M.BALLISTIC BAFFLES, TYPICAL OPEN TO ABOVE OPEN TO ABOVE 38" PLENUM 20' - 1"18' - 10"18' - 2"17' - 0"16' - 1"15' - 3"14' - 4"13' - 9"12' - 11"12' - 3"11' - 3"11' - 1"10' - 3"9' - 9"9' - 3"8' - 11"8' - 6"7' - 11" 7' - 3" 7' - 2"6' - 8"6' - 6"5' - 10"6' - 0" 10' - 6" 9' - 6" 38" PLENUM 33' - 5 1/2" 1 1 3 3 A A BB CC 4 4 2 2 EXTERIOR FLOOD LIGHTS, TYPICAL AT PERIMETER OF BUILDING 1 9' - 2 1/8" 1 9' - 2 1/8" 1 9' - 2 1/8" 1 8' - 1" 1 9' - 2 1/8" 1 8' - 1" 1 8' - 1" 1 9' - 2 1/8" 1 9' - 2 1/8" 1 9' - 2 1/8" PERFORATED PLENUM, SEE MECHANICAL STORAGE RM 103 MAINT. RM 111 STAIR RM 109 100 METER RANGE RM 114 25 METER RANGE RM 115 HALL RM 108 RSO RM 110 LANE ENTRY RM 107 RSO RM 112 STOR. RM 113 RR RM 105 RR RM 106 HALL LOCKERS RM 104 PRO SHOP RM 101 VEST. RM 100 TRAINING RM 102 BOTTOM OF WRAPPED BEAM WITH FLUSH MOUNTED LED LIGHTS PER DETAIL. TYPICAL FOR GYPSUM CEILING IN PRO SHOP BALLISTIC CEILING PROTECTION LED IN WRAPPED BEAM, TYPICAL AT RANGES ACOUSTICAL CEILING CLOUDS, TYPICAL. SEE DETAILS FOR HEIGHTS AND MOUNTING. BOXED BEAMS WITH RECESSED LED LIGHTING COMPANY SIGNAGE ON WALL 3 A-604 1 A-604 4' - 6" 7' - 9 5/8" 4' - 6" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 3' - 9" 4' - 9" 5' - 6" 4' - 9" 4' - 9" OPEN TO ABOVE 1 9' - 2 1/8" 2" / 12"2" / 12" 1 9' - 2 1/8" OPEN TO ABOVE 1 8' - 1" 1 8' - 5 3/4" 1 9' - 2 3/4" 1 9' - 2 1/8" 1 8' - 2 1/2" 5' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 6"5' - 7 1/4"3' - 6" 5' - 10 3/4" 5' - 10 3/4" 3' - 6" 4' - 9"5' - 2"5' - 2"4' - 9"4' - 9" 5' - 0"5' - 0"5' - 0"5' - 0"5' - 0" 5' - 0"5' - 0" 5' - 0"5' - 0" 5' - 0"5' - 0" 5' - 0"5' - 0" 3' - 8" 6' - 5 1/8" 4' - 0"8' - 6"9' - 0"8' - 6" 5' - 6" 5' - 6" 2' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 6" 5' - 5" 8' - 0" 7' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 11 3/4" 3' - 0" 4' - 11 3/4" 3' - 0" 3' - 6" 5' - 8" 1 9' - 2 1/8" 4' - 9" 5' - 6" 4' - 10 3/4" 4' - 10 3/4" 5' - 6" 4' - 9" 4' - 9" OPEN TO ABOVE 2 14' - 5" 2 14' - 5" 1 8' - 5 3/4" 1 8' - 5 3/4" 11 A-601 2 A-604 1 8' - 1" 4' - 9"4' - 9"4' - 9" 1 9' - 2 1/8" 1 9' - 2 1/8" 3 14'-11 1/2" 3 14'-11 1/2" 8 A-602 6 A-604 SIM. 6 A-604 SIM. SD SDSD 2' - 10 5/8" SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD5' - 0" SD GENERAL NOTES 1. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE INSTALLED PER CURRENT CODE AND LOCAL JURISDICTIONAL REQUIREMENTS. NO TRIM SHALL BE CUT TO ACCOMMODATE SWITCH PLATES. 2. CONTRACTOR SHALL PROVIDE SUBMITTAL CUT SHEETS TO ARCHITECT FOR REVIEW ON ALL LIGHTING PRODUCTS TO BE INSTALLED PRIOR TO ORDERING. 3. CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL FIXTURES. 4. ALL SURFACE MOUNT FIXTURES SHALL BE INSTALLED FLUSH TO FINISH SURFACE. CONTRACTOR TO COORDINATE JUNCTION BOX LOCATIONS PRIOR TO COVER. 5. ALL CEILING MOUNTED FIXTURES SHALL BE CENTERED IN SPACE UNLESS NOTED OTHERWISE (U.N.O). 6. ALL WALL MOUNTED LIGHT FIXTURES SHALL BE CENTERED ON WALL U.N.O. SEE INTERIOR AND EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. 7. ALL INTERIOR FIXTURES SHALL HAVE A MINIMUM OF 75% OF LIGHTING TO BE SUPPLIED WITH HIGH EFFICIENCY LAMPS. 8. CONTRACTOR SHALL CONFIRM STAIRS HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX). 9. ALL SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED W/ BATTERY BACKUP. 10. FIXTURE LOCATIONS ARE SHOWN FOR REFERENCE, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11. ALL LIGHT FIXTURE PENETRATIONS THROUGH RATED HORIZONTAL ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH IBC 714.4.2. 12. SEE MECHANICAL DRAWINGS FOR VENT DETAILS. MECHANICAL VENTS ARE SIDE MOUNTED REGISTERS AND NOT VISIBLE IN REFLECTED CEILING PLANS. RCP LEGEND CEILING TAG, NUMBER BELOW INDICATES CEILING HEIGHT ABOVE FINISHED FLOOR. NUMBER ABOVE INDICATES CEILING TYPE AND FINISH EMERGENCY EXIT LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. 6" LED RECESSED CAN LIGHTING FIXTURE, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. VANITY BATHROOM LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. DROP LED LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. WALL MOUNTED LED LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. FLOOD LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. ACOUSTICAL CLOUD, SEE DETAILS FOR MORE INFORMATION AND MOUNTING HEIGHTS BALLISTIC BAFFLE, 3/8" AR500 PER INVERIS CEILING CASSETTE, SEE MECHANICAL PLANS SMOKE DETECTOR CARBON MONOXIDE DETECTOR 1t 0'-0" CEILING TYPES 0'-0"GYPSUM WALLBOARD, PAINT BLACK TYPICAL. LEVEL 4 FINISH. BALLISTIC STEEL, 3/8". SEE MANUFACTURER DETAILS. SEAMLESS ACOUSTIC CEILING, ACOUSTIBUILT BY ARMSTRONG OR SIMILAR. COLOR: WHITE 0'-0" 0'-0" 1 2 3 SC SD 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-204 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A REFLECTED CEILING PLAN - FLOOR 1 1/16" = 1'-0"1 REFLECTED CEILING PLAN - FLOOR 1 1/8" = 1'-0"2 REFLECTED CEILING PLAN - FLOOR 1 - ENLARGED 0' 4' 8' 16' 0' 8' 16' 32' 1 1 3 3 A A BB CC 4 4 2 2 ROOF ACCESS HATCH 1 9' - 3 1/4" 1 9' - 3 1/4" 1 9' - 3 1/4" 1 9' - 3 1/4" STORAGE RM 205 ELEC. RM 206 STAIR RM 207 UTILITY RM 208 TRAINING RM 201 MANAGER'S OFFICE RM 204 RR RM 202 RR RM 203 1 9' - 3 1/4" 1 8' - 1 1/8" 1 8' - 1 1/8" ACOUSTICAL CEILING CLOUDS, TYPICAL. SEE DETAILS FOR HEIGHTS AND MOUNTING. 1 8' - 5 5/8" 1 9' - 3 1/4" 1 8' - 5 5/8" 1 8' - 0 7/8" 5' - 2"4' - 9"4' - 9" 2' - 9 1/2"4' - 9"4' - 9" 4' - 2" 4' - 2" 3' - 6" 3' - 0" 3' - 0" 3' - 6" CEILING CLOUD SPACING, TYP. LIGHT SPACING, TYP. 2' - 9" 2' - 9" 10' - 10" 15' - 0" 15' - 0" 15' - 0" 10' - 10" 6' - 4 3/4" TYPICAL CLOUD BANK DIMENSIONS FOR FLOOR 2 CEILING CLOUD BANK ℄ CLOUD BANK ℄ CLOUD BANK ℄ 5' - 2"4' - 9"4' - 9" 3' - 3" CLOUD BANK ℄ CLOUD BANK ℄ CLOUD BANK ℄ 5' - 2"4' - 9"5' - 2" 5' - 2"5' - 2" 16' - 0" 16' - 0" 16' - 0" 15' - 5 3/4" 4' - 9" 4' - 9" 4' - 9" 5' - 6" 5' - 0" 6' - 0" 6' - 0" 8' - 2 3/8"8' - 6"8' - 6"9' - 6"8' - 6"6' - 0 3/8" 3' - 4"5' - 11 1/4"3' - 4" 3' - 4" 5' - 0" 1 8' - 0 7/8" 4' - 0" 7' - 3" 7' - 3" 7' - 3 1/4" TYP. 38" 5' - 7 3/8" 9' - 0" 18' - 0" 9' - 0" 6' - 4 5/8" 10' - 8 5/8" 8' - 8" 17' - 4" 8' - 8" 10' - 1 3/8" SD SD SD SD SD SD SD SD SD SD SD SD SD GENERAL NOTES 1. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE INSTALLED PER CURRENT CODE AND LOCAL JURISDICTIONAL REQUIREMENTS. NO TRIM SHALL BE CUT TO ACCOMMODATE SWITCH PLATES. 2. CONTRACTOR SHALL PROVIDE SUBMITTAL CUT SHEETS TO ARCHITECT FOR REVIEW ON ALL LIGHTING PRODUCTS TO BE INSTALLED PRI OR TO ORDERING. 3. CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL FIXTURES. 4. ALL SURFACE MOUNT FIXTURES SHALL BE INSTALLED FLUSH TO FINISH SURFACE. CONTRACTOR TO COORDINATE JUNCTION BOX LOCATIONS PRIOR TO COVER. 5. ALL CEILING MOUNTED FIXTURES SHALL BE CENTERED I N SPACE UNLESS NOTED OTHERWISE (U.N.O). 6. ALL WALL MOUNTED LIGHT FIXTURES SHALL BE CENTERED ON WALL U.N.O. SEE INTERIOR AND EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. 7. ALL INTERIOR FIXTURES SHALL HAVE A MINIMUM OF 75% OF LIGHTING TO BE SUPPLIED WITH HIGH EFFICIENCY LAMPS. 8. CONTRACTOR SHALL CONFIRM STAIRS HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX). 9. ALL SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED W/ BATTERY BACKUP. 10. FIXTURE LOCATIONS ARE SHOWN FOR REFERENCE, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11. ALL LIGHT FIXTURE PENETRATIONS THROUGH RATED HORIZONTAL ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH IBC 714.4.2. 12. SEE MECHANICAL DRAWINGS FOR VENT DETAILS. MECHANICAL VENTS ARE SIDE MOUNTED REGISTERS AND NOT VISIBLE IN REFLECTED CEILING PLANS. RCP LEGEND CEILING TAG, NUMBER BELOW INDICATES CEILING HEIGHT ABOVE FINISHED FLOOR. NUMBER ABOVE INDICATES CEILING TYPE AND FINI SH EMERGENCY EXIT LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. 6" LED RECESSED CAN LIGHTING FIXTURE, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. VANITY BATHROOM LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. DROP LED LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. WALL MOUNTED LED LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. FLOOD LIGHT, SEE ELECTRICAL PLANS FOR FIXTURE MANUFACTURER AND MODEL. ACOUSTICAL CLOUD, SEE DETAILS FOR MORE INFORMATION AND MOUNTING HEIGHTS BALLISTIC BAFFLE, 3/8" AR500 PER INVERIS CEILING CASSETTE, SEE MECHANICAL PLANS SMOKE DETECTOR CARBON MONOXIDE DETECTOR 1t 0'-0" CEILING TYPES 0'-0"GYPSUM WALLBOARD, PAINT BLACK TYPICAL. LEVEL 4 FINISH. BALLISTIC STEEL, 3/8". SEE MANUFACTURER DETAILS. SEAMLESS ACOUSTIC CEILING, ACOUSTIBUILT BY ARMSTRONG OR SIMILAR. COLOR: WHITE 0'-0" 0'-0" 1 2 3 SC SD 1 1 3 3 5 5 6 6 A A BB CC 4 4 2 2 PERFORATED EXHAUST PLENUM, PER MECHANICAL 16' - 8" 27' - 10" 22' - 6" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 26' - 6" 26' - 6" 25' - 0" 25' - 0" 20' - 0" 20' - 0" 20' - 0" 30' - 0" 25' - 0" 20' - 0" EXTERIOR DOWNLIGHT SPACING 6' - 0" 17' - 3" 17' - 3" 6' - 0" 23' - 6" 28' - 9 1/2" 14' - 8 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 10' - 0" EXTERIOR DOWNLIGHT SPACING 20' - 0"25' - 0"30' - 0"20' - 0"20' - 0"20' - 0"25' - 0"25' - 0"26' - 6"26' - 6"EX. DL. SPACING 16' - 0" 16' - 0" 16' - 0" 18' - 6" 18' - 6" 18' - 6" 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-205 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A REFLECTED CEILING PLAN - FLOOR 2 1/8" = 1'-0"1 REFLECTED CEILILNG PLAN - FLOOR 2 - ENLARGED 1/16" = 1'-0"2 REFLECTED CEILILNG PLAN - FLOOR 2 0' 4' 8' 16' 0' 8' 16' 32' 4 A-401 4 A-401 3 A-401 3 A-401 2 A-401 2 A-401 1 A-401 1 A-401 1 1 3 3 5 5 6 6 A A BB CC 4 4 2 2 1/4" / 12" ROOF 30,500 SF ROOF ACCESS HATCH 1/8" / 12" 1/8" / 12" 1/8" / 12" DS DS DS 1/8" / 12" 1/4" / 12" 1/4" / 12" 1/8" / 12" SEE MECHANICAL PLANS FOR EQUIPMENT, DUCT PLACING, AND SIZING 1/8" / 12" 2 A-005 2 A-005 SEE MECHANICAL FOR CURB DETAILS AND CRITERIA 1/8" / 12"1/8" / 12" 1/8" / 12"1/8" / 12" 1/8" / 12"1/8" / 12" DOWNSPOUT SIZE: PER 2018 UPC, TABLE 1103.1, AT AN INTENSITY LEVEL OF 1" PER HOUR, ALLOWED ROOF TRIBUTARY AREA PER DOWNSPOUT IS AS FOLLOWS: 3" DIAMETER DS WILL HANDLE AN AREA OF: 8,800 SF 4" DIAMETER DS WILL HANDLE AN AREA OF: 18,400 SF 6" DIAMETER DS WILL HANDLE AN AREA OF: 54,000 SF TOTAL MAIN BUILDING ROOF AREA = 30,500 SF MAIN BUILDING ROOF PROVIDED WITH 4" DOWNSPOUTS AT (3) LOCATIONS AREA PROVIDED = 30,500 SF AREA ALLOWED (3 x 18,400) = 55,200 SF TOTAL VESTIBULE ROOF AREA = 616 SF VESTIBULE ROOF PROVIDED WITH 3" DOWNSPOUTS AT (2) LOCATIONS AREA PROVIDED = 616 SF AREA ALLOWED (2 X 2,800) = 5,600 SF 3 A-401 3 A-401 1 1 BB 8 A-505 8 A-505 2" / 12" DS DS 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-206 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ROOF PLAN 1/16" = 1'-0"1 ROOF PLAN 0' 8' 16' 32' DOWNSPOUT AND GUTTER CALCULATIONS 1/8" = 1'-0"2 VESTIBULE ROOF PLAN 0' 4' 8' 16' 4 A-401 3 A-401 ABC 10 27' - 2 1/2" 27' - 1 5/8" 24' - 1 5/8" 24' - 3" 2 8 A-604 TI L T U P P A N E L B R E A K , T Y P . FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 4 A-401 3 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A B C 8 10 25' - 10" 11' - 2 1/4" 26' - 6" 30' - 5 3/4" 8' - 2" 16' - 1"10' - 5" TI L T U P P A N E L B R E A K , T Y P . 4364 2 1143554 TILT UP PANEL WIDTHS 38' - 6 1/4" 26' - 6" 38' - 5 3/4"KINGSPAN PANEL WIDTHS FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 2 A-401 1 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 135642 10 29' - 9 3/4" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 29' - 1" 31' - 0" 26' - 4" 6' - 7" TI L T U P P A N E L B R E A K , T Y P . 8"23' - 8" 20' - 0"85' - 0"20' - 0" 2 10 33 8 A-604 1 3 3 34 655526 TILT UP PANEL WIDTHS 31' - 11 3/4"KINGSPAN PANEL WIDTHS DO W N S P O U T ℄ DO W N S P O U T ℄ DO W N S P O U T ℄ FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 2 A-401 1 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1 3 5 642 10 9' - 0" 30' - 0" 26' - 0"28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 24' - 0" 11' - 0"11' - 0"7' - 0" 28' - 0" TI L T U P P A N E L B R E A K , T Y P . 24 2.5"X2.5" STEEL ANGLE DOWNSPOUT WHERE APPLICABLE 33333646 8 A-604 TILT UP PANEL WIDTHS KINGSPAN PANEL WIDTHS FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 30" 42" 42" 42" 30" 30" 24" 24" 24" 24" 24" KINGSPAN PANEL COLOR LEGEND KINGSPAN DOVE GRAYKINGSPAN ZINC GRAY KINGSPAN REDWOOD 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-301 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ELEVATIONS 1/16" = 1'-0"1 NORTH ELEVATION 1/16" = 1'-0"2 SOUTH ELEVATION 1/16" = 1'-0"3 WEST ELEVATION 1/16" = 1'-0"4 EAST ELEVATION 0' 8' 16' 32' 0' 8' 16' 32' ELEVATION MATERIAL KEY & LEGEND 1 INSULATED METAL PANEL KINGSPAN SEE KEY FOR COLORS 2 TILT UP CONCRETE WALL PER STRUCTURAL SEE SHEET A-601 FOR MORE DETAIL 3 HARDIE PANEL JAMES HARDIE OR SIMILAR COLOR: SW6258 TRICORN BLACK 4 STOREFRONT GLAZING KAWNEER 601UT OR SIMILAR, MULLION COLOR: BLACK 5 DOWNSPOUT 3" DIAMETER PER DETAILS COLOR: BLACK 6 STEEL STRUCTURAL MEMBER SIZES PER STRUCTURAL COLOR: SW6258 TRICORN BLACK 7 METAL VENT PER DETAILS PAINT, COLOR: SW6258 TRICORN BLACK 8 BLDG MOUNTED SIGNAGE PER SIGN MANUFACTURER 9 LIGHT FIXTURE LITON WD 1360 COLOR:BLACK 10 METAL PARAPET CAP PER DETAILS COLOR: SW6258 TRICORN BLACK 0' 8' 16' 32' 0' 8' 16' 32'1/8" = 1'-0"5 KINGSPAN PANEL 0' 4' 8' 16' FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 100 METER RANGE RSOFIRING LINE STORAGE TRAINING 2 A-401 1 A-401 A-501 1 A-501 3 A-501 2 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1356 FOUNDATION -3' - 6" 4 2 TRAINING MANAGERS OFFICE TARGET RETRIEVAL TRACK SEE MECHANICAL DRAWINGS FOR SIZING AND PRODUCT INFO BALLISTIC BAFFLES, 3/8" AR500 PER INVERIS. VERIFY AND COORDINATE DESIGN AND INSTALLATION WITH INVERIS. VERIFY QUANTITY AND SPACING. PERFORATED EXHAUST PLENUM, PER MECHANICAL FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 2 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A-502 1 A-502 3 135 A-502 2 FOUNDATION -3' - 6" A-506 1 4 2 TARGET RETRIEVAL TRACK 25 METER RANGE TRAINING RSOHALL PRO SHOP A-504 3 SEE MECHANICAL DRAWINGS FOR SIZING AND PRODUCT INFO BALLISTIC BAFFLE, 3/8" AR500 PER INVERIS. INSTALL PER DIMENSIONS AND TRAJECTORY DIAGRAMS FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 4 A-401 3 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A B C A-503 1 A-503 2 A-503 3 FOUNDATION -3' - 6" 1/4" / 12" PRO SHOP LOCKERS TRAINING TRAINING MANAGER'S OFFICE STORAGE A-604 10 FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" 4 A-401 FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A B A-504 2 A-504 1 FOUNDATION -3' - 6" 100 METER RANGE 1/4" / 12" 135642 FI R I N G L I N E 13542 FI R I N G L I N E 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-401 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A BUILDING SECTIONS 1/16" = 1'-0"4 SECTION A 1/16" = 1'-0"3 SECTION B 1/16" = 1'-0"2 SECTION 1 1/16" = 1'-0"1 SECTION 2 100M TRAJECTORIES 25M TRAJECTORIES 0' 8' 16' 32'0' 8' 16' 32' 0' 8' 16' 32' 0' 8' 16' 32' FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1 FOUNDATION -3' - 6" A-603 1 A-603 2 PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC A-603 4 A-603 3 A-603 15 A-603 15 A-603 17 SLOPE KINGSPAN INSULATED METAL PANEL (R-9.5 MIN.) WHERE NOTED PER ELEVATIONS. SEE PANEL JOINT LOCATIONS ON ELEVATIONS. OVER CONCRETE TILT UP WALL, DETAILS AND REINFORCEMENT PER STRUCTURAL. A-603 5 FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 6 FOUNDATION -3' - 6" PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. A-603 1 A-603 4 SEE MECHANICAL PLANS FOR DUCT SIZING AND LOCATIONS RUBBER BULLET BACKSTOP PER INVERIS TRAINING SOLUTIONS SLOPE STEEL LH JOISTS PER STRUCTURAL, NO RATING REQUIRED AT RANGE PER IBC TABLE 601EXCEPTION b A-603 17 34 A-603 10 A-603 7A-603 11 A-603 12 A-603 8 A-603 6 A-603 15 1 HR OCCUPANCY SEPARATION PER IBC 7.22.2.1.1 525 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-501 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A WALL SECTIONS 1/2" = 1'-0"1 SECTION A - EXTERIOR WALL @ SOUTH 1/2" = 1'-0"3 SECTION A - EXTERIOR END WALL @ 100M RANGE 1/2" = 1'-0"2 SECTION A - INTERIOR TILT-UP WALL FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1 FOUNDATION -3' - 6" A-603 3 A-603 4 A-603 1 PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL A-603 17 SLOPE KINGSPAN INSULATED METAL PANEL (R-9.5 MIN.) WHERE NOTED PER ELEVATIONS. SEE PANEL JOINT LOCATIONS ON ELEVATIONS. OVER CONCRETE TILT UP WALL, DETAILS AND REINFORCEMENT PER STRUCTURAL. FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 5 FOUNDATION -3' - 6" GRAVEL BASE FOR OUTDOOR AMMUNITION STORAGE AREA, SLOPE AWAY FROM BUILDING SLOPE 24 GAUGE METAL FLASHING OVER 2" RIGID INSULATION (R-10 MIN.) PER WSEC PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL A-603 1 A-603 4 34 14' - 6" 2' - 6"4' - 4 1/2" 6' - 10 1/2"17' - 6 5/8" FI R I N G L I N E JOIST BRIDGING MEMEBERS, 1-5/8" P1000 UNISTRUT AT 24" O.C. OR SIMILAR. FINAL DESIGN BY CONTRACTOR. END AT BOTTOM CHORD OF LAST TRUSS PAST DROPPED CEILING FRAMING 2X FRAMING AT DROPPED CEILING PER DIMENSIONS 2X12 LEDGER FOR BEAM ATTACHMENT 2X6 CEILING FRAMING AR STEEL PLATING BELOW 3/4" PLYWOOD DOUBLE 2X12 BEAM BEYOND PER DETAILS 2X6 PURLINS AT 24" O.C. COORDINATE DUCT PENETRATION WITH ROOF JOIST (JOISTS AT 8'-0" O.C. PER STRUCTURAL) DUCT PER MECHANICAL 2 14' - 5" TARGET RETRIEVAL TRACK BEYOND 5 A-604 A-603 12 A-603 11 A-603 10 A-604 7 A-603 16 SAFE ZONE LANE DIVIDER BY INVERIS TRAINING SOLUTIONS BETWEEN ALL LANES, SEE ENLARGED PLANS FOR SPACING DIMENSIONS 6" RIGID INSULATION (R-38 MIN.) PER WSEC REQUIREMENTS, TYPICAL AT ROOF. OVER 1-1/2" STEEL ROOF DECK PER STRUCTURAL. 15' - 0 1/8" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 38" PLENUM PER MECHANICAL AND INVERIS 11' - 0" ACOUSTIC PANELING A-603 16 GYPSUM WALLBOARD COORDINATE DUCT PENETRATION WITH DROP CEILING BIDDER DESIGNED ALL DROPPED FRAMING TO BE 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-502 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A WALL SECTIONS 1/2" = 1'-0"1 SECTION B - EXTERIOR WALL @ SOUTH 1/2" = 1'-0"3 SECTION B - EXTERIOR END WALL @ 25M RANGE 1/2" = 1'-0"2 SECTION B - RANGE AREA DROP CEILING 0' 1' 2' 4' FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" C FOUNDATION -3' - 6" A-603 4 A-603 3 A-603 2 A-603 1 1/4" / 12" A-603 15 A-603 15 CONCRETE TILT UP WALL, DETAILS AND REINFORCEMENT PER STRUCTURAL. KINGSPAN EXTERIOR INSULATED METAL PANEL WHERE NOTED PER ELEVATIONS. PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL 3 A-401 1 A-506 1/4" / 12" TYP. ARMSTRONG CAPZ METALWORKS ACOUSTIC CEILING CLOUDS, SEE REFLECTED CEILING PLANS FOR HEIGHTS, MOUNTING INFORMATION, AND DETAILS. STEEL LH JOISTS, SLOPED TOP CHORD AND FLAT BOTTOM CHORD PER STRUCTURAL, 1HR RATING REQUIRED AT PRO SHOP AREA PER IBC TABLE 601 6" RIGID INSULATION (R-38 MIN.) PER WSEC REQUIREMENTS, TYPICAL AT ROOF. OVER 1-1/2" STEEL ROOF DECK PER STRUCTURAL. A-603 13 PROVIDE VERTICAL CLEARANCE RAIL BARRIER BELOW STAIR LANDING. THE LEADING EDGE OF SUCH RAILS OR BARRIER SHALL BE LOCATED 27" MAXIMUM ABOVE FLOOR, PER ANSI A117.1-2009 307.4 VERTICAL CLEARANCE. 12" FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A FOUNDATION -3' - 6" A-603 4 A-603 3 A-603 1 A-603 17 1/4" / 12" PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-503 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A WALL SECTIONS 1/2" = 1'-0"1 SECTION 1 - EXTERIOR WALL @ EAST 1/2" = 1'-0"2 SECTION 1 - TYPICAL CEILINGS 1/2" = 1'-0"3 SECTION 1 - EXTERIOR WALL @ WEST 0' 1' 2' 4' TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" A A-603 1 A-603 4 BALLISTIC BAFFLE, 3/8" AR500 PER INVERIS PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL GRAVEL BASE FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" B FOUNDATION -3' - 6" A-603 1 A-603 4 A-603 17 PERFORATED FOOTING DRAIN, SEE CIVIL. WRAP IN FILTER FABRIC. FOOTING PER STRUCTURAL GRAVEL BASE FLOOR 1 - TOP OF SLAB 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" FOUNDATION -3' - 6" A-604 4 525 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-504 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A WALL SECTIONS 1/2" = 1'-0"2 SECTION 2 - EXTERIOR WALL @ WEST 1/2" = 1'-0"1 SECTION 2 - EXTERIOR WALL @ EAST 0' 1' 2' 4'1/2" = 1'-0"3 SECTION B - COLUMN AND GLB @ WALL FLOOR 1 - TOP OF SLAB 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1 FOUNDATION -3' - 6" 6 ' - 0 " 6 ' - 0 " 6 ' - 0 " 5' - 9"2' - 0 5/8" 2 2 ' - 0 " 2 ' - 0 "2 ' - 0 " 15° A-505 3 2 " / 1 2 " 14 ' - 6 1 / 2 " 16 ' - 3 " 17 ' - 3 3 / 4 " BE A M C . L . A-505 1 A-505 2 2' - 0 " 1' - 0 " 3' - 6" CONCRETE PLINTH AND HSS ATTACHMENT DETAIL PER STRUCTURAL 6"5 1/4" B 8 A-505 7' - 6"7' - 6"7' - 6" 1' - 8" 1' - 8" 22' - 6" 6 A-505 A-505 4 16 A-602 11 A-602 ADDRESS IDENTIFICATION PER IBC 502.1 A-505 5 1 FRY REGLET F REVEAL OR SIMILAR KINGSPAN PANEL AND CONCRETE TILT UP WALL PER DETAILS 18 GAUGE METAL FLASHING WITH HEMMED DRIP EDGES PER DIMS. 3" 8" 5" COUNTER FLASHING WELDED TO UNDERSIDE OF STEEL DECK (BLOCKING BELOW AS REQUIRED) CONTINUOUS SEALANT AT KINGSPAN PANEL 5/8" PL W/ (4) 5/8" DIA WELDED HEADED STUDS - EMBED 7" UNO, PER STRUCTURAL KERF PLATE T&B PER STRUCTURAL 1 / 2 " 4 " TPO OVER 1" RIGID INSULATION, TPO TO WRAP OVER 5" METAL GUTTER AND UP UNDER FLASHING HSS6X6X1/4 COLUMN 1-5/8" C STUDS HORIZONTALLY @ 48" O.C. MAX. FIBERCEMENT PANEL WRAP WALL PER DETAILS GYPSUM WALLBOARD CEILING, ATTACHED TO 1-1/2" FURRING CHANNELS 1-1/2" FURRING CHANNELS @ 24" MAX. O.C., ATTACHED TO HSS 6X6 BEAMS BEYOND 1 1/2" CORRUGATED ROOF DECK, ASC STEEL DECK DGN-32 OR SIMILAR HSS 6X6X1/4 PURLIN 6 " 6" BENT METAL FLASHING PER DIMENSIONS. ATTACH TO UNDERSIDE OF ROOF DECK. EXPANDING FOAM AT DECK CORRUGATIONS 1/4X6 FLAT BAR, WELD TO 1 1/2" CORRUGATED ROOF DECK AND 4X4 PURLINS TPO ROOFING OVER 1" RIGID INSULATION OVER 1 1/2" CORRUGATED ROOF DECK, ASC STEEL DECK DGN-32 OR SIMILAR HSS 4X4X1/4 PURLIN, WELD TO HSS BEAMS BELOW AT ALL INTERSECTIONS BOXED BEAM AND DASHED LINE OF HSS6X6 BEAM BEYOND 2 3 /8 " / 1 2 " 2 " / 1 2 " HSS6X6X1/4 BEAM 1-5/8" C STUDS VERTICALLY @ 24" O.C. MAX., WELD TO HSS6X6X1/4 FIBER CEMENT SIDING, ATTACHED TO C STUDS EVERY 48" O.C. 18 GAUGE FLASHING OVER TOP OF BEAM 1/4X6 FLAT BAR, WELD TO 1 1/2" CORRUGATED ROOF DECK AND 4X4 PURLINS COLUMN WRAP WHERE OCCURS 4X4X1/4 PURLIN WHERE OCCURS 1 1/2" CORRUGATED ROOF DECK, ASC STEEL DECK DGN-32 OR SIMILAR TPO ROOFING OVER 1" RIGID INSULATION 2" 1 B 8 A-505 A-505 7 A-505 6 DASHED LINE OF CANOPY ABOVE 123 SF VEST. RM 100 A-801 3 SIM A-602 16 A-602 11 A-801 3 SIM 3/4" MARINE GRADE PLYWOOD, SLOPED AT 2-3/8":12" HSS6X6X1/4 BEAM 1-5/8" C STUDS VERTICALLY @ 24" O.C. MAX., WELD TO HSS6X6X1/4 FIBER CEMENT SIDING, ATTACHED TO C STUDS EVERY 48" O.C. 18 GAUGE FLASHING OVER TOP OF BEAM ROOF DECK AND DETAILING PER ADJACENT DETAIL WALL COVERING OUTSIDE CORNER BY FRY REGLET 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-505 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ENTRY VESTIBULE 0' 2' 4' 8'1/4" = 1'-0"8 ENTRY CANOPY SECTION 1/4" = 1'-0"7 FRONT VESTIBULE 0' 2' 4' 8' 1 1/2" = 1'-0"3 INTERNAL GUTTER @ VESTIBULE 1 1/2" = 1'-0"6 WRAPPED COLUMN @ VESTIBULE 1 1/2" = 1'-0"2 WOOD FRAMED WALL @ VESTIBULE 1 1/2" = 1'-0"1 ROOF FASCIA @ VESTIBULE 1 1/2" = 1'-0"4 RAKE @ VESTIBULE 1/4" = 1'-0"9 FLOOR 1 - VESTIBULE 0' 2' 4' 8' 1 1/2" = 1'-0"5 ANGLED BEAM @ VESTIBULE UP DN UP DN FLOOR 1 - TOP OF SLAB 0" CEILING (DROP) 19' - 0" TOP OF PARAPET 28' - 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" A A-506 10 A-506 7 3' - 6" (19) RISERS @ 6.67" 10' - 6 1/2" PROVIDE VERTICAL CLEARANCE RAIL BARRIER BELOW STAIR LANDING. THE LEADING EDGE OF SUCH RAILS OR BARRIER SHALL BE LOCATED 27" MAXIMUM ABOVE FLOOR, PER ANSI A117.1-2009 307.4 VERTICAL CLEARANCE. 80" 12" FLOOR 1 - TOP OF SLAB 0" BOTTOM OF ROOF TRUSS 20' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 2 (19) RISERS @ 6.67" 10' - 6 1/2" A-506 10 A-506 7 A-506 12 PROVIDE VERTICAL CLEARANCE RAIL BARRIER BELOW STAIR LANDING. THE LEADING EDGE OF SUCH RAILS OR BARRIER SHALL BE LOCATED 27" MAXIMUM ABOVE FLOOR, PER ANSI A117.1-2009 307.4 VERTICAL CLEARANCE. MAX. 7" 1 1/2" MIN. 11" 3/4" 1 - 1 / 2 " M I N . STRINGER C12X20.7, PRIME AND PAINT, SW9558 CASTLEGATE 1/8" PAN TO STRINGER TYP. 1/8" BENT LIP TO VERT. RISER *NOTE: CONCRETE TREADS AND LANDINGS TO BE POLISHED ALL STEEL PAN TO BE PRIMED AND PAINTED, SW6258 TRICORN BLACK 1" TYP. FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" 1' - 2 1/2"BE A M ℄ NO S I N G O F T O P T R E A D EXTEND PLYWOOD SUBFLOOR 3/4" BEYOND FACE OF GLULAM BEAM 3/4" FRY REGLET F REVEAL OR SIMILAR BELOW STEEL PAN GLB PER STRUCTURAL 4' - 0 1/8" 3' - 5" 7' - 5 3/4" 16' - 6" 6' - 6 3/4" 2 A-506 7' - 5 3/4" 16' - 6" 6' - 6 3/4" 30' - 6 1/2" 7' - 5 1/8" TREAD WIDTH 3' - 2" 13 A-506 44" MIN. CLR. 12 A-506 12 A-506 7 A-506 2 9' - 10" 8' - 3"4' - 2 7/8" 12' - 5" 4' - 4 7/8" 1' - 0 1/4" 4' - 4 7/8" COLUMN PER STRUCT., CENTER UNDER LANDING (4) HSS 4X2, WELD TO STRINGERS ON ALL SIDES TO SUPPORT LANDING C CHANNEL STRINGER PER STRUCTURAL, TYP. C CHANNEL LANDING SUPPORT PER STRUCTURAL 1 A-506 2 12' - 5" 9' - 10" 4' - 2" 1' - 6" 4' - 2" TREAD WIDTH 4' - 0" TREAD WIDTH 4' - 0" 7 A-506 12 A-506 12 A-506 HSS 2X2 AT TOP 1-1/2" PIPE CHANNEL STRINGER PER STRUCTURAL 3 1/2" 3 1/2" 36" 2 1/2" 1/4" STEEL STANDOFFS AS REQUIRED *NOTE: PRIME AND PAINT ALL RAILING ELEMENTS SW6258 TRICORN BLACK. 42" 1x1 VERTICAL SQUARE TUBES @ 4" O.C. MAX. 1x1 SQUARE TUBE 42" 3" HSS 2X2 BALUSTER BEYOND, 4'-6" O.C. SPACING MAX. SEE PLAN FOR SPACING SPECIFICS. 4" SQUARE BASEPLATE, SEE DETAIL ABOVE 3" TYP. 5/8" TYP.1/4" STEEL PLATE WITH HSS 2x2 WELDED ABOVE, PAINT BLACK 1/4"x4" STRONG TIE SDS SCREW AT EACH CORNER, EXPOSED AREAS TO BE PAINTED BLACK 1 B 2 4" 18' - 4 1/4" 2" NOTE: ALL DIMENSIONS TO BALUSTER ℄U.N.O. 4"11' - 4 7/8"12' - 8" 18' - 5" 4" EQ 4' - 0" EQ EQ 4' - 0" EQ EQ 4' - 0" 4' - 0" 4' - 0" EQ EQ 4' - 0" 4' - 0" 4' - 0" EQ C 12X20.7 STEEL STRINGER (2) 1/2" THREADED STUDS THROUGH STEEL TAB AND GLB PER STRUCTURAL 4 1/2" GLB PER STRUCTURAL 3" HSS 12X2X1/4 STRINGER 5X5 STEEL TAB, WELD TO STRINGER (2) EXPANSION ANCHORS, SPACED 4-1/2" APART, TYPICAL AT INSIDE EDGES OF EACH STRINGER 1-1/2" CONCRETE TREAD 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-506 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A STAIRS 1/4" = 1'-0"2 STAIR @ GRID 2 - SECTION 1/4" = 1'-0"1 STAIR @ GRID B.3 - SECTION 1 1/2" = 1'-0"10 STEEL STAIR SECTION, TYPICAL 1 1/2" = 1'-0"7 STEEL STAIR SECTION @ TOP, TYPICAL 1/4" = 1'-0"6 NORTH STAIR - FLOOR 1 1/4" = 1'-0"5 NORTH STAIR - FLOOR 2 1/4" = 1'-0"4 PRO SHOP STAIR - FLOOR 1 1/4" = 1'-0"3 PRO SHOP STAIR - FLOOR 2 1 1/2" = 1'-0"12 RAILING @ STAIR 1 1/2" = 1'-0"13 RAILING @ FLOOR 3" = 1'-0"14 BASE PLATE @ RAILING 1/8" = 1'-0"11 RAILING DIMENSIONS 1 1/2" = 1'-0"8 STEEL STAIR STRINGER @ TOP 1 1/2" = 1'-0"9 STEEL STAIR STRINGER @ BASE ONE LAYER 5/8" TYPE 'X' GWB APPLIED AT RIGHT ANGLES TO EACH SITE OF 2x4 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. 2x4 WOOD STUDS PER STRUCTURAL 3 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE WALL TYPE: GA FILE NO. WP 3644 7 18"X36" LVT TILE, PARTERRE GRAPHITE #63382 OR SIMILAR 1-1/8" PLYWOOD SHEATHING PER STRUCTURAL TJI JOISTS PER STRUCTURAL (2) LAYERS OF 5/8" TYPE X GYPSUM WALL BOARD PER IBC TABLE 722.1.4(2) SOUND ATTENUATING BATT INSULATION 1/16" SILENCER LVT ACOUSTICAL UNDERLAYMENT BY FOAM PRODUCTS OR SIMILAR, INSTALL PER MANUFACTURER INSTRUCTIONS. DOUBLE GLUE DOWN REQUIRED. CONCRETE WALL, THICKNESS PER STRUCTURAL. PROVIDE 3-1/2" MINIMUM CONCRETE COVER OVER ALL REINFORCING TO MAINTAIN 1 HOUR WALL RATING PER 2018 IBC, 722.2.1.1; TYPICAL. WALL TYPE: 3 2" KINGSPAN INSULATED METAL PANEL, KS AZTECO. R 9.5 MIN. PER WSEC (R 14.4 PER MANUFACTURER). PANEL ACTS AS AIR, WATER, AND VAPOR BARRIER 7/8" HAT CHANNEL PER MANUFACTURER'S RECOMMENDATIONS 1HR PER IBC 722.2.1.1 ONE LAYER 5/8" GWB APPLIED AT RIGHT ANGLES TO EACH SITE OF 2x4 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. 2x4 WOOD STUDS PER STRUCTURAL WALL TYPE: 6 6.1 NOTE: WALL TYPE 4.1 HAS GWB (1) SIDE ONLY NOT RATED 1/2" GWB, TYPICAL 2x6 WOOD STUDS PER STRUCTURAL 5 1/2" MINERAL FIBER SOUND INSULATION NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE 1/2" PLYWOOD SHEATHING WEATHER RESISTANT BARRIER FIBER CEMENT PANEL WALL TYPE: 5 CALCULATED FIRE RESISTANCE PER IBC SECTION 722 & 722.6.2(1&2). THE BUILT UP SECTION MEETS A 1-HR FIRE RESISTANCE RATING: 1 LAYER 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) FRY REGLET VERTICAL RETAINER W/ INSERT, SEE ELEVATIONS 1/2" x4 FURRING FIBERBLOCKING STRIPS PRESSURE TREATED PLUYWOOD, SPACING PER MANUFACTURER (20' MAX) CONCRETE WALL, THICKNESS PER STRUCTURAL. PROVIDE 3-1/2" MINIMUM CONCRETE COVER OVER ALL REINFORCING TO MAINTAIN 1 HOUR WALL RATING PER 2018 IBC, 722.2.1.1; TYPICAL. WALL TYPE: 1 IBC 722.2.1.1 1" POLYSORPT ACOUSTIC PANELS 1" FURRING STRIP, PLACE AT CENTER AND EACH EDGE OF POLYSORPT PANEL (24" O.C.). WALL TYPE: 8 NOT RATED ADJACENT WALL SURFACE, SEE ENLARGED PLANS FOR WALL TYPES SCREW AND 5/8" WASHER AT EACH CORNER AND CENTER OF PANEL (5 PER PANEL) PER MANUFACTURER RECOMMENDATIONS FOR APPLICATIONS IN HEAT OR HUMIDITY 3/4" TYP. STEEL LH JOISTS PER STRUCTURAL (2) LAYERS OF 5/8" TYPE X GYPSUM WALL BOARD PER IBC TABLE 722.1.4(2) 150F125-54 FURRING CHANNEL FROM CLARK DIETRICH OR SIMILAR AT 12" O.C. ATTACHED TO UNDERSIDE OF JOISTS. FINAL DESIGN PER CONTRACTOR. TPO ROOFING ADHERED TO RIGID INSULATION (3) LAYERS OF 2" RIGID INSULATION, STAGGER JOINTS (R-38 MINIMUM) 1-1/2" STEEL ROOF DECK, B-36 BY ASC STEEL DECK OR SIMILAR REMOVE GYPSUM OVER RANGE AREAS PER IBC TABLE 601 FOOTNOTE B 18"X36" LVT TILE, PARTERRE GRAPHITE #63382 OR SIMILAR 3/4" PLYWOOD SHEATHING PER STRUCTURAL JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL (2) LAYERS OF 5/8" TYPE X GYPSUM WALL BOARD PER IBC TABLE 722.1.4(2) ATTACHED TO UNDERSIDE OF JOISTS SOUND ATTENUATING BATT INSULATION 1/16" SILENCER LVT ACOUSTICAL UNDERLAYMENT BY FOAM PRODUCTS OR SIMILAR, INSTALL PER MANUFACTURER INSTRUCTIONS. DOUBLE GLUE DOWN REQUIRED. TAPE AND FINISH ALL GYPSUM WALLBOARD CORNERS, TYPICAL GLULAM BEAM PER STRUCTURAL, OVERSIZED BY 1" ON ALL SIDES TO MEET 1 HOUR FIRE RATING, SEE STRUCTURAL CALCULATIONS LED LIGHT FIXTURE, SEE ELECTRICAL WHERE NOTED ON REFLECTED CEILING PLANS NO T E : D E T A I L R E P E A T S O N O P P O S I T E S I D E O F B E A M 1' - 0" 2x4 AT EITHER SIDE BASE LAYER 1/2" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO 1-5/8" STEEL STUDS LOCATED AT EACH CORNER OF HSS COLUMN WITH 1" TYPE S DRYWALL SCREWS 24" O.C. FACE LAYER 1/2" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO STUDS WITH 1-3/4" TYPE S DRYWALL SCREWS 12" O.C. METAL CORNERBEAD APPLIED TO ALL CORNERS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. IN EACH FLANGE. JOINT COMPOUND 1/16" THICK APPLIED OVER CORNER BEAD. ASSEMBLY PER GA FILE # CM1452 NOTE: SEE CIVIL, STRUCTURAL, AND GEOTECH FOR MORE INFORMATION 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP OR SIMILAR, APPLIED FROM GRID 1 TO GRID 4, AND EXTEND BEYOND GRID 4 TO TERMINATE AT RANGE SHOOTING LINES 4" CAPILLARY LAYER PER GEOTECH REINFORCED CONCRETE SLAB PER STRUCTURAL. SEE STRUCUTRAL PLANS FOR THICKNESSES AT DIFFERENT LOCATIONS. 6" MIN. THICKNESS AT RANGES. PREPARE SOILS PER CIVIL, STRUCTURAL AND GEOTECH POLISHED CONCRETE SURFACE CONCRETE WALL, THICKNESS PER STRUCTURAL. PROVIDE 3-1/2" MINIMUM CONCRETE COVER OVER ALL REINFORCING TO MAINTAIN 1 HOUR WALL RATING PER 2018 IBC, 722.2.1.1; TYPICAL. WALL TYPE: 2 2" XPS RIGID INSULATION, R-9.5 MINIMUM PER WSEC. OWNES CORNING FOAMULAR NGX OR SIMILAR 1" FURRING STRIP 10 MIL OR THICKER VAPOR BARRIER NOTE: WALL SEPERATES HEATED FROM SEMI-HEATED SPACE 5/8" GYPSUM WALLBOARD 1HR PER IBC 722.2.1.1 CONCRETE WALL, THICKNESS PER STRUCTURAL. PROVIDE 3-1/2" MINIMUM CONCRETE COVER OVER ALL REINFORCING TO MAINTAIN 1 HOUR WALL RATING PER 2018 IBC, 722.2.1.1; TYPICAL. WALL TYPE: 4 IBC 722.2.1.1 FLUID APPLIED CONCRETE WATERPROOFING AND SEALANT, XYPEX OR SIMILAR 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-601 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ASSEMBLIES 3" = 1'-0"7 INTERIOR 2X4 WALL (1HR) 3" = 1'-0"9 FLOOR CEILING ASSEMBLY (1HR) 3" = 1'-0"3 EXT CONC TILT-UP R9.5 WALL (1-HR) 3" = 1'-0"6 INTERIOR 2X4 WALL 3" = 1'-0"5 EXTERIOR FIBER CEMENT PANEL WALL (1HR) 3" = 1'-0"1 INT CONC TILT-UP WALL (1HR) 3" = 1'-0"8 INTERIOR 2X ACOUSTICAL WALL 3" = 1'-0"12 CEILING ASSEMBLY (1HR) 3" = 1'-0"11 FLOOR CEILING @ BEAM 3" = 1'-0"13 HSS COLUMN (1HR) 3" = 1'-0"10 CONCRETE SLAB ON GRADE FLOOR 3" = 1'-0"2 INT CONC TILT-UP R9.5 WALL (1HR) 3" = 1'-0"4 EXT CONC TILT-UP WALL SEMI-HEATED (1-HR) 1/2" MAX. DOOR BOTTOM W/ DRIP EDGE, PEMKO 216PWFG OFFSET SADDLE THRESHOLD, PEMKO 158D OR SIMILAR. FINISHED FLOOR DOOR PER SCHEDULE DEPRESS SLAB AT DOOR 1/4" FIBERBOARD INSULATION JOINT BETWEEN SIDEWALK AND BUILDING, TYPICAL. FLOORING PER FINISH SCHEDULE 2 1 1/4" MAX. ' WIDTH PER STRUCTURAL INSULATED HOLLOW METAL DOOR PER SCHEDULE SOLID GROUT FACTORY PRIMED GALVANIZED STEEL DOOR FRAME W/ JAMB ANCHORS. PAINT. CONCRETE TILT-UP WALL PER STRUCTURAL INSTALL BACKER ROD AND CONTINUOUS BEAD OF SEALANT BETWEEN DOOR JAMB AND CONCRETE, TYPICAL. INSTALL CONTINUOUS WEATHER GASKET AT JAMBS AND HEAD, PEMKO PK33 OR EQUAL. INSULATED HOLLOW METAL DOOR PER SCHEDULE LOW EXPANDING INSULATING FOAM 1/2" RAIN SCREEN FACTORY SUPPLIED METAL CASING PRE-PRIMED METAL HEAD FLASHING W/ DRIP EDGE, PAINT CEMENT BOARD SIDING PER ELEVATIONS TYVEK MOISTURE BARRIER OR EQUAL, EDGE TAPE ALL SEAMS AND FLASHING PER MANUFACTURER DETAILS WALL FRAMING PER STRUCTURAL SOLID GROUT FACTORY PRIMED GALVANIZED STEEL DOOR FRAME W/ JAMB ANCHORS. PAINT. 1" 4 " 4" VERIFYW/ D O OR 1" NEW METAL SILL PAN SILL PAN ISOMETRIC95 DEG. BRAKE HEMMED FRONT EDGE 5 DEGREES METAL SILL PAN SET IN BED OF SEALANT, SOLDER ALL SEAMS, TYP CONCRETE SLAB PER STRUCTURAL HEMMED EDGE EXTERIOR DOOR PER SCHEDULE SHIMS AS REQUIRED PER MANUFACTURER RECOMMENDATION CONTINOUS SEALANT AND BACKER ROD FRAMING PER STRUCTURAL 1/2" X 4 FURRING/ FIBERBLOCKING STRIPS PRESSURE TREATED PLYWOOD, SPACING PER MANUFACTURER (20' MAX) KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM 1/2" FIBER CEMENT SIDING PER ELEVATIONS 18 GAUGE FACTORY FINISHED FLASHING WITH HEMMED DRIP EDGE AND END DAMS, SLOPE TO DRAIN CONTINUOUS REGLET, FRY REGLET T3 J CHANNEL TUCK OR SIMILAR WRB, TYVEK OR APPROVED EQUAL SHIMS AS REQUIRED PER MANUFACTURER RECOMMENDATION CONTINOUS SEALANT AND BACKER ROD FRAMING PER STRUCTURAL 1/2" X 4 FURRING/ FIBERBLOCKING STRIPS PRESSURE TREATED PLYWOOD, SPACING PER MANUFACTURER (20' MAX) KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM 1/2" FIBER CEMENT SIDING PER ELEVATIONS WRB, TYVEK OR APPROVED EQUAL 1/2" PLYWOOD SHEATHING 18 GAUGE FACTORY FINISHED FLASHING WITH HEMMED DRIP EDGE, SLOPE TO DRAIN SELF ADHEARED FLASHING TAPE, LAP OVER FLASHING AS REQUIRED CONCRETE PER STRUCTURAL HAT CHANNEL AND AIR GAP KINGSPAN INSULATED METAL PANEL KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM LOW PROFILE FASTENER J STARTER BASE FLASHING CONTINUOUS BUTYL SEALANT AT PANELS JOINT CONCRETE FASTNER CONTINUOUS BUTYL SEALANT 3/4" CHAMFER AT INTERIOR, TYP. KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM HAT CHANNEL AND AIR GAP KINGSPAN INSULATED METAL PANEL LOW PROFILE FASTENER CONTINUOUS SEALANT WITH BACKER ROD CONCRETE FASTENER CONTINUOUS BUTYL SEALANT FLASHING PER DIMENSIONS, PAINT TO MATCH STOREFRONT AND CONFIRM COLOR WITH ARCHITECT 3/4" CHAMFER AT INTERIOR, TYP. CONCRETE PER STRUCTURAL 2" RIGID INSULATION 3/4" FURRING AND RAINSCREEN FIBER CEMENT PANEL, SEE ELEVATION SHEET A-301 FOR LOCATION FLASHING KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM TAPCON CONCRETE ANCHOR WEATHER RESISTANT BARRIER VINYL PLANK FLOORING PER FINISH SCHEDULE DOOR PER PLAN AND SCHEDULE. CARPET OR TILE FLOORING PER PLANS AND FINISH SCHEDULE. INSTALL PER MANUFACTURER'S INSTRUCTIONS INSTALL SCHLUTER-RENO TRANSITION STRIP BELOW DOOR. SIZE AS REQUIRED BETWEEN FLOOR MATERIALS PER SCHEDULE. 1" CURRIES C-SERIES PRE-FINISHED DRYWALL KD STEEL DOOR FRAME, SIZE AS REQUIRED FOR WALL TYPE. PAINT FINISH, BLACK. DOOR PER PLAN AND SCHEDULE. WALL FRAMING AND HEADERS PER STRUCTURAL GYPSUM WALL BOARD BOTH SIDES OF WALL, TYPICAL. PER PLAN WALL ASSEMBLY PLYWOOD SHEATHING CONCRETE PER STRUCTURAL 3/4" FURRING AND RAINSCREEN TAPCON CONCRETE ANCHOR FLASHING KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM WEATHER RESISTANT BARRIER FIBER CEMENT PANEL, SEE ELEVATION SHEET A-301 FOR LOCATION CONCRETE PER STRUCTURAL HAT CHANNEL CONTINUOUS BUTYL SEALANT KINGSPAN INSULATED METAL PANEL KAWNEER TRIFAB VERSAGLAZE 601T STOREFRONT WINDOW SYSTEM FLASHING CONTINUOUS BUTYL SEALANT SHIM AS REQUIRED 3/4" CHAMFER AT INTERIOR, TYP. FIBER CEMENT SIDING PER ELEVATIONS WRB, TYVEK OR APPROVED EQUAL 1/2" PLYWOOD SHEATHING FRAMING PER STRUCTURAL BACKER ROD AND SEALANT 3" 4" KINGSPAN METAL PANEL DOAS VENT SHROUD METAL FLASHING METAL FLASHING TILT UP CONCRETE 24" INSULATED HOLLOW METAL DOOR PER SCHEDULE SOLID GROUT FACTORY PRIMED GALVANIZED STEEL DOOR FRAME W/ JAMB ANCHORS. PAINT. CONCRETE TILT-UP WALL PER STRUCTURAL INSTALL BACKER ROD AND CONTINUOUS BEAD OF SEALANT BETWEEN DOOR JAMB AND CONCRETE, TYPICAL. INSTALL CONTINUOUS WEATHER GASKET AT JAMBS AND HEAD, PEMKO 2891 OR EQUAL. RIGID INSULATION R-30 5/8" GYPSUM WALL BOARD, WRAP CORNERS INTO JAMB AND HEAD ACOUSTIC PANEL MOUNT EXIT SIGN ABOVE DOOR 13" EXPOSED CONCRETE WIDTH PER STRUCTURAL INTERIOR SIDERANGE SIDE 3/4" CHAMFER AT INTERIOR POCKET TRIM PER FRY REGLET OR SIMILAR. BLACK POWDERCOAT FINISH. OVERHEAD SECTIONAL GARAGE DOOR AND TRACK, SEE DOOR LEGEND FOR ADDITIONAL INFORMATION CONCRETE PER STRUCTURAL 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-602 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A ENVELOPE & DOOR DETAILS 3" = 1'-0"1 DOOR THRESHOLD @ CONCRETE WALL 3" = 1'-0"2 DOOR HEAD/JAMB @ CONCRETE WALL 3" = 1'-0"3 DOOR HEAD @ FIBER CEMENT BOARD 3" = 1'-0"7 THRESHOLD FLASHING 3" = 1'-0"14 STOREFRONT SILL @ FIBER CEMENT 3" = 1'-0"15 STOREFRONT HEAD @ FIBER CEMENT 3" = 1'-0"10 STOREFRONT HEAD @ CONCRETE 3" = 1'-0"9 STOREFRONT SILL @ CONCRETE 3" = 1'-0"13 STOREFRONT HEAD @ FIBER CEMENT SPANDRAL 3" = 1'-0"5 DOOR THRESHOLD @ WOOD FRAME WALL 3" = 1'-0"6 DOOR HEAD/JAMB @ WOOD FRAME WALL 3" = 1'-0"12 STOREFRONT SILL @ FIBER CEMENT SPANDRAL 3" = 1'-0"11 STOREFRONT JAMB @ CONCRETE 3" = 1'-0"16 STOREFRONT JAMB @ FIBER CEMENT 1" = 1'-0"8 DOAS VENT 3" = 1'-0"17 DOOR HEAD/JAMB @ INSULATED CONCRETE WALL 1" = 1'-0"4 OVERHEAD DOOR @ HEAD SOFFIT WHERE OCCURS, SEE REFLECTED CEILING PLANS FOR LOCATIONS. SEE DETAIL 0/A-000 FOR TYPICAL SOFFIT FRAMING DETAIL. KINGSPAN HORIZONTAL PANEL PER ELEVATIONS, ATTACH PER MANUFACTURER'S STANDARD DETAILS FRY REGLET F REVEAL OR SIMILAR AT CEILING TO WALL CONNECTION, TYPICAL JOIST HANGAR, SIMPSON STRONG TIE LGU5.25- SDS, PER STRUCTURAL LVT OVER ACOUSTICAL UNDERLAYMENT OVER PLYWOOD SUBFLOOR PER ASSEMBLY DETAIL 4X14 LEDGER, PER STRUCTURAL CONCRETE ANCHOR, PER STRUCTURAL CONTINUOUS HAT CHANNEL, PER KINGSPAN MANUFACTURER'S STANDARD DETAILS 2X4 WALL PER PLANS, ATTACH TO SUBFLOOR WITH (2) 16d NAILS IN EACH STUD BAY LVT OVER ACOUSTICAL UNDERLAYMENT OVER PLYWOOD SUBFLOOR PER ASSEMBLY DETAIL TJI JOISTS AND SPACING PER STRUCTURAL 2X4 WALL PER PLANS GYPSUM WALLBOARD, TAPE AND FINISH ALL CORNERS SOUND ATTENUATING BATT INSULATION 3 1/2" BATT INSULATION 2" RIGID INSULATION 1" POLYSORPT ACOUSTICAL PANELING, SEE INTERIOR ELEVATIONS FOR MORE DETAILS. ATTACH TO FLAT VERTICAL 1X4 FURRING STRIPS 5/8" GYPSUM WALL BOARD, TAPE AND FINISH ALL CORNERS JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL 4X14 LEDGER PER STRUCTURAL CONCRETE EXPANSION ANCHOR CONCRETE TILT-UP W/ REBAR, PER STRUCTURAL 1X4 FIBERBLOCK FURRING INSTALLED VERTICALLY AT 24" O.C. DOUBLE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD FOR 1HR PROTECTION OF ROOF JOISTS PER IBC TABLE 722.1.4(2) TAPE AND FINISH ALL CORNERS SEE STRUCTURAL FOR TILT-UP WALL DIMENSIONS, DETAILING AND REINFORCEMENT 2X6 FRAMING FROM TOP OF CONCRETE WALL TO UNDERSIDE OF ROOF DECK. TOP PLATE WILL BE SLOPED. DOUBLE LAYER OF TYPE X GYPSUM WALLBOARD. BOTH SIDES FOR 1 HR RATING PER IBC 722 AND 722.6.2(1&2)HR 2" RIGID INSULATION 5/8" GYPSUM WALLBOARD 1X4 FIBERBLOCK FURRING INSTALLED VERTICALLY AT 24" O.C. 2"X2" ANGLE FIRE SEAL ASSEMBLY GAPS AND PENETRATIONS, 3M FIRE BARRIER RATED FOAM OR EQUAL, SPRAY INTO ROOF DECK CORRUGATIONS AS REQUIRED FURRING CHANNEL BEYOND TOP OF PARAPET 28' - 0" POP RIVET @ 8" O.C. PER KINGSPAN TPO ROOFING, RUN UP AND OVER PARAPET 12 GA STAINLESS STEEL HIDDEN FASTENER CLIP (1 PER PANEL, PER SUPPORT). SET CLIP IN BUTYL SEALANT 3/4" CONCRETE PANEL PER STRUCTURAL, SLOPE TOP OF PANEL PER DIMENSIONS. OR POUR FLAT AND ADD SLOPED BLOCKING, PRESSURE TREATED IF WOOD. KINGSPAN PANEL PER ELEVATIONS CONTINUOUS BUTYL SEALANT PARAPET TRIM PER KINGSPAN DOUBLE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD FOR 1HR PROTECTION OF ROOF JOISTS PER IBC TABLE 722.1.4(2) SOFFIT WHERE OCCURS, SEE REFLECTED CEILING PLANS FOR LOCATIONS. SEE DETAIL 0/A-000 FOR TYPICAL SOFFIT FRAMING DETAIL. 150F125-54 FURRING CHANNEL FROM CLARK DIETRICH OR SIMILAR AT 12" O.C. ATTACHED TO UNDERSIDE OF JOISTS LH JOIST CAVITY KINGSPAN PANEL PER ELEVATIONS, ATTACH PER MANUFACTURER'S STANDARD DETAILS SEE STRUCTURAL FOR FOOTING DIMENSIONS, DETAILING, AND REINFORCEMENT 1" POLYSORPT ACOUSTICAL PANELING, SEE INTERIOR ELEVATIONS FOR MORE DETAILS. ATTACH TO FLAT VERTICAL 1X4 FURRING STRIPS SOIL AND SUBGRADE PREPARATION PER GEOTECH REPORT 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP. 6" OVERLAP TYPICAL, TAPE ALL SEAMS AND RUN INTO JOINT ABOVE FOOTING CONCRETE TILT UP WALL PER STRUCTURAL 2' - 0" (1'-6" MIN.) 1X4 FIBERBLOCK FURRING INSTALLED VERTICALLY AT 24" O.C. 2" RIGID INSULATION 5/8" GYPSUM WALLBOARD DOUBLE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD FOR 1HR PROTECTION OF ROOF JOISTS PER IBC TABLE 722.1.4(2) SOFFIT WHERE OCCURS, SEE REFLECTED CEILING PLANS FOR LOCATIONS. SEE DETAIL 0/A-000 FOR TYPICAL SOFFIT FRAMING DETAIL. 2X4 WALL PER PLANS 150F125-54 FURRING CHANNEL FROM CLARK DIETRICH OR SIMILAR AT 12" O.C. ATTACHED TO UNDERSIDE OF JOISTS 3 1/2" BATT INSULATION 5/8" DIAMETER EXPANSION ANCHORS AT 48" O.C. WITH 4 1/2" MIN. EMBEDMENT 2X4 WALL PER PLANS 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP 4" CAPILLARY LAYER PER GEOTECH CONCRETE SLAB AND REINFORCEMENT PER STRUCTURAL SEE ELEVATION DRAWINGS FOR TOP OF FOOTING ELEVATIONS AND STEPPING LOCATIONS, VERIFY WITH SITE CONDITIONS THAT NO FOOTINGS ARE WITHIN 1'-6" OF ADJACENT GRADE SEE STRUCTURAL FOR FOOTING DIMENSIONS, DETAILING, AND REINFORCEMENT SLOPE6" MIN. 1'-6" MIN. 4-1/2" PERFORATED FOOTING DRAIN WRAPPED IN FILTER FABRIC, SEE CIVIL TOP OF SLAB KINGSPAN KS AZTECO METAL PANEL PER ELEVATIONS, BOTTOM OF PANEL TO ALIGN WITH TOP OF SLAB AT INTERIOR. CLARK DIETRICH 7/8" FURRING CHANNEL ATTACHED TO CONCRETE WITH MASONRY ANCHOR PER MANUFACTURER'S RECOMMENDATIONS 2" BASE FLASHING PER KINGSPAN 'J' STARTER PER KINGSPAN 1/4"-14 LOW PROFILE FASTENER PER KINGSPAN WITH CONTINUOUS BUYTL SEALANT BOTH SIDES OF TRIM AND STARTER 2" RIGID INSULATION FOR R-10 MIN. SLAB PROTECTION PER WSEC. INSULATION TO START AT TOP OF SLAB EXTEND MINIMUM OF 24". FACED WITH 24 GAUGE FLASHING. PAINT FINISH. NON-SHRINKING GROUT, PER STRUCTURAL CONTINUOUS SEALANT SEE DETAIL 5 AT LEFT FOR SPECIFICS OF DASHED AREA 12 1/4" TYP. BOTTOM OF 1HR CEILING FI N I S H E D F A C E O F A D J A C E N T W A L L SEE MECH. FOR DUCT SIZES DASHED LINE OF DUCT PER MECHANICAL 2X4 FRAMING AT 12" O.C. MAX. 1/4" TYP. GYP. WALLBOARD AT ALL SIDES, TAPE AND FINISH ALL CORNERS DUCT PER MECHANICAL, ATTACH TO UNDERSIDE OF JOISTS OR GYPSUM 9" TYP. BOTTOM OF 1HR CEILING DASHED LINE OF CEILING CASSETTE PER MECHANICAL 2X4 FRAMING AT 12" O.C. MAX. GYP. WALLBOARD AT ALL SIDES, TAPE AND FINISH ALL CORNERS 4' - 0" TPO ROOFING ADHEARED TO RIGID INSULATION (3) LAYERS OF 2" RIGID INSULATION, STAGGER JOINTS (R-38 MINIMUM) CONCRETE PARAPET PER STRUCTURAL CANT STRIP PER CONTRACTOR STEEL LH JOISTS PER STRUCTURAL 5/8" TYPE X GYPSUM WALL BOARD TPO ROOFING ADHERED TO RIGID INSULATION (3) LAYERS OF 2" RIGID INSULATION, STAGGER JOINTS (R-38 MINIMUM) 1-1/2" STEEL ROOF DECK, B-36 BY ASC STEEL DECK OR SIMILAR ROOF PENETRATION TPO COVER TAPE CEILING PENETRATION 6 " M I N . HOT AIR WELD, MIN. 6" OVERLAP PACKED AND SLOPED INSULATION @ BASE OF PENETRATION STORM COLLAR W/ NEOPRENE DRAWBAND, WRAP ENTIRE DUCT COMPATIBLE SEALANT CAPZ 4'X4' ACOUSTIC CLOUD PANEL PER ARMSTRONG CEILING AND WALL SOLUTIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. QSUTC RIGID ATTACHMENT CLIP PER ARMSTRONG CEILING AND WALL SOLUTIONS, ATTACH TO GYPSUM WALLBOARD PER MANUFACTURER'S INSTRUCTIONS. PAINT BLACK. 6 3/4" MIN. ARCAP PER ARMSTRONG CEILING AND WALL SOLUTIONS. BRACKET PER MANUFACTURER, INSTALL PER RECOMMENDATIONS. PAINT BLACK TO MATCH CEILING. GYPSUM WALLBOARD CEILING SLOPE ABOVE GRADE 6" MIN. BASE FLASHING PER KINGSPAN 'J' STARTER PER KINGSPAN 1/4"-14 LOW PROFILE FASTENER, PER KINGSPAN 24 GAUGE FLASHING PER DIMENSIONS, PAINT FINISH. CONTINUOUS SEALANT1" 2 1/4" *NOTE: SEE DETAIL (1/A-603) FOR NOTES IN COMMON. 9" (E X T E N D B E L O W GR A D E ) 2" RIGID INSULATION FOR R-10 MIN. SLAB PROTECTION PER WSEC. 2" 4 5 ° KINGSPAN PANEL TILT UP CONCRETE PER STRUCTURAL 2X6 WOOD STUDS PER STRUCTURAL 5 1/2" MINERAL FIBER SOUND INSUALTION 1/2" X 4 FURRING FIBER CEMENT PANEL 1/2" GWB WEATHER RESISTANT BARRIER, WRAP AROUND CORNER FOR EXTRA 6" FRY REGLET BACKER ROD, SEALANT 6" 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-603 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A GENERAL DETAILS 1 1/2" = 1'-0"2 FLOOR 2 @ TILT-UP, TYPICAL1 1/2" = 1'-0"7 WOOD FRAMED WALL @ SECOND FLOOR 1 1/2" = 1'-0"11 INTERIOR TILT-UP @ SECOND FLOOR 1 1/2" = 1'-0"12 INTERIOR TILT-UP @ 1HR CEILING 1 1/2" = 1'-0"4 PARAPET CAP @ TILT-UP, TYPICAL 1 1/2" = 1'-0"3 1HR CEILING @ EXTERIOR WALL 1 1/2" = 1'-0"10 INTERIOR TILT-UP @ SLAB 1 1/2" = 1'-0"8 WOOD FRAMED WALL @ 1HR CEILING 1 1/2" = 1'-0"6 WOOD FRAMED WALL @ SLAB 1 1/2" = 1'-0"1 TILT-UP FOUNDATION, TYPICAL CONTINUOUS HAT CHANNEL, PER KINGSPAN MANUFACTURER'S STANDARD DETAILS 1 1/2" = 1'-0"15 HVAC DUCT SOFFITING, TYP. 1 1/2" = 1'-0"14 CEILING CASSETTE SOFFITING, TYP. 1 1/2" = 1'-0"17 CANT STRIP @ PARAPET, TYP. 1 1/2" = 1'-0"16 DUCT PENETRATION @ ROOF, TYPICAL 1 1/2" = 1'-0"13 CEILING CLOUD ATTACHMENT, TYPICAL 3" = 1'-0"5 TILT-UP FOUNDATION FLASHING, TYPICAL 1 1/2" = 1'-0"9 VESTIBULE ENLOSURE @ KINGSPAN PANEL GLULAM BEAM PER STRUCTURAL, OVERSIZED BY 1" ON ALL SIDES TO MEET 1 HR FIRE RATING 5/8" GYPSUM WALLBOARD, TAPE AND FINISH ALL CORNERS 2X4 WOOD STUDS PER STRUCTURAL TAPE AND FINISH ALL CORNERS JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL DASHED LINES OF DUCT SOFFIT WHERE OCCURS, SEE MECHANICAL AND RCP DRAWINGS LVT OVER ACOUSTICAL UNDERLAYMENT OVER PLYWOOD SUBFLOOR PER ASSEMBLY DETAIL JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL 5/8" GYPSUM WALLBOARD, TAPE AND FINISH ALL CORNERS SOUND ATTENUATING BATT INSULATION HOMOSOTE 440 SOUND BOARD, INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN A STAGGERED PATTERN WITH MINIMUM 3/16" GAP BETWEEN PANELS AND 3/8" GAP TO WALL OVER 3/4" PLYWOOD SHEATHING PER STRUCTURAL GLULAM BEAM PER STRUCTURAL, OVERSIZED TO MEET 1 HOUR FIRE RATING PER STRUCTURAL CALCULATIONS RECESSED MOUNT LED LIGHT PER ELECTRICAL, WHERE NOTED ON REFLECTED CEILING PLAN 2x4 AT EITHER SIDE, TOE NAIL TO GLB RAILING, SEE DETAILS FOR DIMENSIONS AND MOUNTING ALUMINUM NOSING TRANSITION STRIP PER TRIMMASTER OR SIMILAR. DARK BRONZE FINISH. 8' - 2 1/2" LVT OVER ACOUSTICAL UNDERLAYMENT OVER PLYWOOD SUBFLOOR PER ASSEMBLY DETAIL 1-1/8" PLYWOOD SHEATHING PER STRUCTURAL JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL SOUND ATTENUATING BATT INSULATION GLULAM BEAM PER STRUCTURAL, OVERSIZED TO MEET 1 HOUR FIRE RATING PER STRUCTURAL CALCULATIONS FRAMED WALL TO +42", CENTER OVER GLB BELOW DIAPHRAGM NAILING WEB STIFFENER, PER MANUFACTURER 5/8" GYPSUM WALL BOARD, TAPE AND FINISH ALL CORNERS LVT OVER HOMASOTE BOARD OVER PLYWOOD SUBFLOOR PER ASSEMBLY DETAIL 3/4" PLYWOOD SHEATHING PER STRUCTURAL 14" DEEP TJI JOISTS AND SPACING PER STRUCTURAL 5/8" GYPSUM WALL BOARD ATTACHED TO UNDERSIDE OF JOISTS SOUND ATTENUATING BATT INSULATION HOMOSOTE 440 SOUND BOARD, INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN A STAGGERED PATTERN WITH MINIMUM 3/16" GAP BETWEEN PANELS AND 3/8" GAP TO WALL TAPE AND FINISH ALL GYPSUM WALLBOARD CORNERS, TYPICAL RECESSED MOUNT LED LIGHT PER ELECTRICAL, WHERE NOTED ON REFLECTED CEILING PLAN 5/4x3 FURRING STRIP AT EITHER SIDE 10" 1' - 0 7/8" 2X6 FRAMING AS REQUIRED BLOCKING PANELS BETWEEN ADJACENT TJIs WHERE REQUIRED TO FRAME OUT FAUX BEAMS BELOW 8' - 2 1/2" 6" (2) 2x12 BEAMS WITH 2X6 PURLINS @ 24" O.C. TOE NAILED TO EITHER SIDE AS REQUIRED, SEE WALL SECTION 2/A-502 FOR MORE DETAIL 5/8" GYPSUM WALL BOARD RECESSED MOUNT LED LIGHT PER ELECTRICAL, WHERE NOTED ON REFLECTED CEILING PLAN TAPE AND FINISH ALL GYPSUM WALLBOARD CORNERS, TYPICAL 2X4 BLOCKING WHERE REQUIRED CONCRETE SLAB AND REINFORCEMENT PER STRUCTURAL 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP TYPE 19-4-W STEEL GRATE, PER MANUFACTURER TS-10-EZ GRATE SYSTEM WITH EZ-100 STEEL EMBEDDED FRAME, PER MANUFACTURER 3 5/8" 10" WHITE PAINTED DISTANCE MARKER STRIPE WHITE PAINTED DISTANCE MARKER TEXT FONT: KOBENHAVN SANS STENCIL IN FORMAT SIZE "BLACK" 2' - 0" 9" 4" 6" WALL TYPE 3WALL TYPE 4 3" 4" DOWNSPOUT WHERE APPLICABLE SCUPPER OVERHEAD WHERE APPLICABLE PARAPET CAP FOR WALL TYPE 3 3" OVERLAP WITH WALL TYPE 4 CAP PARAPET CAP FOR WALL TYPE 4 8" TILT UP CONCRETE, PER STRUCTURAL KINGSPAN INSULATED METAL PANEL HAT CHANNEL & AIR GAP 3"X3"X1/4" STEEL ANGLE, ATTACHED TO CONCRETE WITH TAPCON ANCHORS @ 12" O.C. CONTINUOUS BACKER ROD AND SEALANT AT ANGLE JOINTS 12" TAPCON SINGAGE CENTERED OVER DOORS 7'- 0" ABOVE F.F.L. FLOOR 1 4 1/4" PAINTED SIGNAGE: SW TRICORN BLACK FONT: KOBENHAVN SANS STENCIL, IN SIZE "BLACK" 6.75"x13.5" GLULAM BEAM PER STRUCTURAL 5/8" GYPSUM WALLBOARD, TAPE AND FINISH ALL CORNERS 2x4 FURRING WHERE OCCURS JOIST HANGAR, SIMPSON STRONG TIE LGU5.25-SDS, PER STRUCTURAL DUCT PER MECHANICAL PER MECH. VERIFY CLR. 3/8 - 16x3 CARRIAGE BOLT 9009273 3/8 - 16 WHIZ NUT 3/8 FLAT WASHER 3" SPACER 1063816 1/4 ADJUSTABLE BAR BASE PLATE GAP RPOTECTOR SHOOTER LEFT SPIKE PIN ANCHOR 1/4 X 2 1/2 (TYP.) 1061476 CEILING CLIP CONCRETE WALL PER STRUCTURAL NOTE: REFERENCE FINAL PRODUCT PER INVERIS TRAINING 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-604 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A GENERAL DETAILS 3" = 1'-0"4 WRAPPED GLULAM BEAM @ WALL 3" = 1'-0"2 WRAPPED GLULAM BEAM @ PRO SHOP 3" = 1'-0"1 GLULAM BEAM @ STORAGE 3" = 1'-0"3 FAUX WRAPPED GLULAM BEAM 3" = 1'-0"5 DOUBLE 2X12 BEAM @ RANGES 3" = 1'-0"7 SLAB DEPRESSION FOR BULLET CASINGS 1/2" = 1'-0"9 RANGE DISTANCE MARKERS 1 1/2" = 1'-0"8 WALL TYPE 3 TO 4 TRANSITION 1 1/2" = 1'-0"10 ROOM SIGNAGE 3" = 1'-0"6 DUCT BELOW GLULAM BEAM 1 1/2" = 1'-0"11 BAFFLE GAP PROTECTION PREP. & PARALLEL APPROACH 60" MIN CLR. 56" MIN CLR. PREP. & PARALLEL APPROACH 18" (48" MIN @ TYPE B) 60" MIN CLR. 56" MIN CLR. 18"18" MIN SIDE WALL BACK WALL 7" - 9" 42" MIN 12" FLUSH CONTROL @ OPEN SIDE; 44" MAX ABOVE FINISHED FLOOR 36" * 12" 15" 19" MIN 18" *24" WHERE EXCEPTIONS ALLOWED 39" - 41" 15" - 48" 15" MIN 33" - 36" 18" 5" WATER CLOSET POSITION: THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED EXACTLY 16" - 18" FROM THE SIDE WALL PER ANSI 604.2. CLEAR FLOOR SPACE: 60" MIN MEASURED PERP. FROM THE SIDE WALL AND 56" MIN PERP. FROM THE REAR WALL SHALL BE PROVIDED PER ANSI SECTION 1003.11.7.2 AND UFAS FIG. 47(a). WHERE A LAVATORY COMPLYING WITH ANSI SEC. 1003.11.5 OVERLAPS THE CLEAR AREA, IT MUST BE EXTENDED TO 66" MIN PERP. FROM THE REAR WALL PER ANSI SECTION 1003.11.7.3 EX. PUBLIC RESTROOMS: 1. SEAT HEIGHT TO BE 17" MIN AND 19" MAX AFF PER ANSI SECTION 604.4. 2. VERTICAL GRAB BAR IS REQUIRED. 3. REFER TO ANSI SECTION 604 FOR FURTHER REQUIREMENTS AT PUBLIC RESTROOMS. CONTROLS: FLUSH CONTROLS SHALL COMPLY WITH ANSI SECTIONS 309 & 1003.9 AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET 44" MAX ABOVE FINISHED FLOOR PER ANSI SECTION 1003.11.7.5. GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX ABOVE FINISHED FLOOR. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF ANSI SECTION 609.8. * VERTICAL GRAB BAR: VERTICAL GRAB BAR IS NOT REQUIRED AT WATER CLOSETS IN TYPE 'B' UNITS PER ANSI SECTION 604.5.1 EX. 1. SEAT HEIGHT: WATER CLOSET SEAT HEIGHT 15" MIN AND 19" MAX PER ANSI SECTION 1003.11.7. TO BOT. OF MIRROR 40" MAX TOE CLR. 9" MIN TOE CLR 6" MAX 8" MAX 25" MAX 17" MIN KNEE CLR. 2 7 " M I N APRON CLR. 29" TOP OF RIM 34" MIN 30" CLR INSULATE HOT WATER PIPES AND DRAIN PIPES, TYP SINK DEPTH 6 1/2" MAX MIRROR SIDE ELEVATION FRONT ELEVATION HEIGHT: THE FRONT OF LAVS OR SINKS SHALL BE 34" MAX ABOVE FINISHED FLOOR MEASURED FROM THE COUNTER OR RIM, WHICHEVER IS HIGHER PER ANSI SEC. 606.3 EXPOSED PIPES & SURFACES: UNDER SINKS WATER & DRAIN PIPES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PER ANSI SECTION 606.6 CONTROLS: ALL PARTS SHALL BE OPERABLE W/ ONE HAND AND MEET THE REQUIREMENTS OF ANSI SEC. 309 MIRRORS: WHEN ABOVE LAVATORIES, BOTTOM EDGE TO BE 40" MAX ABOVE FINISHED FLOOR PER ANSI SECTION 1003.11.6. WHEN NOT ABOVE LAVATORY, BOTTOM EDGE TO BE 35" MAX ABOVE FINISHED FLOOR PER ANSI SECTION 603.3. TOP OF MIRROR TO BE AT 74" MIN ABOVE FINISHED FLOOR ACCESSORIES: COAT HOOKS & ACCESSORIES SHALL MEET THE REACH RANGE REQUIREMENTS OF ANSI SECTION 308. SHELVES SHALL BE PER ANSI SECTION 603.4. CLEAR FLOOR SPACE: A 30" X 48" MIN CLEAR FLOOR SPACE SHALL BE PROVIDED FOR FORWARD APPROACH PER ANSI SECTIONS 306 & 606.2 TURNING SPACE: BATHROOMS REQUIRE AN UNOBSTRUCTED TURNING SPACE PER ANSI SECTION 304. DOOR SWING MAY OVERLAP TURNING SPACE OR FIXTURE CLEARANCE PROVIDED A 30" X 48" CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR PER ANSI SECTION 1003.11.2 EX. DASHED LINE INDICATES KNEE & TOE CLEARANCE UNDER LAVATORY AS PER A117.1-606.2 HATCH SHOWS REMOVABLE PORTION OF BASE CABINETS ACCESSIBLE SIGNAGE AT RESTROOM DOORS ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. ACCESSIBLE SIGNAGE, (INTERNATIONAL SYMBOL OF ACCESSABILITY) TYPICAL 18" 48" 12" SIGNS: 703.1 ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED. 3 C A-7015 4 3 2 * NOTE: FLOOR 2 RESTROOMS ARE SIMILAR 27" BOBRICK - BABY CHANGING STATION BOBRICK - SANITARY NAPKIN DISPOSAL PROVIDE BACKING FOR GRAB BARS WATER RESISTANT GYPSUM WALL BOARD 1' - 0" 8" 18" 23" ALIGN 28" 12" 42" 18" 18" 18" 6" 34" 16" 27" 4" 36" 8" 34" 17" 36"6" 24" 14 1/2" PROVIDE BACKING FOR GRAB BARS BOBRICK - TOILET TISSUE DISPENSER BOBRICK - SEAT COVER DISPENCER WATER RESISTANT GYPSUM WALL BOARD 28" KNEE PROTECTION PADDING ON EXPOSED PIPES VANITY LIGHT FIXTURE KATRIN EASE ELECTRIC PAPER TOWEL DISPENSER MIRROR PER DIMENSIONS KATRIN SOAP DISPENSER 3 1/2" BASE 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-701 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A INTERIOR ELEVATIONS 1/2" = 1'-0"7 BATHROOM ADA 1/2" = 1'-0"6 LAVATORY ADA 1/4" = 1'-0"1 FLOOR 1 - ENLARGED - RESTROOMS 1/2" = 1'-0"5 RESTROOM SOUTH 1/2" = 1'-0"4 RESTROOM WEST 1/2" = 1'-0"3 RESTROOM NORTH 1/2" = 1'-0"2 RESTROOM EAST PROJECT NORTH 26° FIXTURES SCHEDULE ITEM NAME MANUFACTURER MODEL DESCRIPTION COMMENTS BABY CHANGING STATION Bobrick Washroom Equipment, Inc. KB200-05SS Bobrick Horizontal Baby Changing Station - Koala Kare KB200-05SS THIS PRODUCT OR SIMILAR BATHROOM SINK KOHLER Co. K-2031-0 20-3/4 inch x 18-1/4 inch wall-mount/concealed arm carrier bathroom sink with single faucet hole THIS PRODUCT OR SIMILAR PAPER TOWEL DISPENSER KATRIN 104438 Electric Towel Dispenser, Black SANITARY NAPKIN DISPOSAL Bobrick Washroom Equipment, Inc. B-270 Bobrick B-270 Contura Series Surface Mounted Sanitary Napkin Disposal THIS PRODUCT OR SIMILAR SEAT COVER DISPENSER Bobrick Washroom Equipment, Inc. B-4221 Bobrick B-4221 Contura Series Surface Mounted Seat Cover Dispenser THIS PRODUCT OR SIMILAR SOAP DISPENSER KATRIN BK086-BK # Same dispenser can be used for Liquid Wash, Foam Wash, Liquid Wash Sanitizer, Toilet Seat Sanitizer, Shower Gel # The lock can be used with or without a key # Easy to refill with new soap cartridge system # The full-face push cover makes using the dispenser effortless for all people # Braille instructions for visually impaired people THIS PRODUCT OR SIMILAR TOILET KOHLER Co. K-PR96057-T4D-NA Commercial toilet with Mach Tripoint Flushometer THIS PRODUCT OR SIMILAR TOILET TISSUE DISPENSER Bobrick Washroom Equipment, Inc. B-4288 Bobrick B-4288 Contura Series Surface Mounted Multi-roll Toilet Tissue Dispenser THIS PRODUCT OR SIMILAR WATER FOUNTAIN Elkay ERFPM282K Water Cooler THIS PRODUCT OR SIMILAR FLOOR 1 - TOP OF SLAB 0" 12"14"25"25"25"25"25"25"25"25"25"25"25"25" 32" NOTE: ALL LOCKERS SHALL BE OWNER INSTALLED U.N.O. LAYOUT DRAWINGS PROVIDED FOR REFERENCE. 32" 25" 25" 25" 25" 25" 25" 3" FLOOR 1 - TOP OF SLAB 0" 66" 32" 1 C A-702 2 4 3 A-702 5 A-702 5 SIM 12' - 4 1/8" 9" 1' - 0" 34' - 5 1/8"9"1' - 0" AL I G N LO C K E R S AL I G N LO C K E R S NOTE: ALL LOCKERS SHALL BE OWNER INSTALLED U.N.O. LAYOUT DRAWINGS PROVIDED FOR REFERENCE. 20" FLOOR 1 - TOP OF SLAB 0" 14 1/2" 86 1/2" 17" 32 1/2" 34" ACCESSIBLE COUNTER AREA WITH MAXIMUM COUNTER TOP HEIGHT OF 34" PER A117.1 / 904.4.3 3 1/2" BASE BEYOND 30" BOTTOM OF ROOF TRUSS 20' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 0 1/4" 11' - 0 1/4" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 10 1/4" 51' - 10 1/4" PERFORATED PLENUM PER MECHANICAL FLOOR 1 - TOP OF SLAB 0" 46' - 6 5/8" 17 A-602 SIM 17 A-602 SIM 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 3"3' - 2 5/8" POCKET TRIM BY FRY REGLET, MITER TOP CORNER BOTTOM OF ROOF TRUSS 20' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 52' - 0" PERFORATED PLENUM PER MECHANICAL FLOOR 1 - TOP OF SLAB 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 0 1/4" 17 A-602 SIM 17 A-602 SIM 11' - 0 1/4" 3' - 2 5/8"3' - 3"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 7" 54' - 0 5/8" POCKET TRIM BY FRY REGLET, MITER TOP CORNER 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-702 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A INTERIOR ELEVATIONS 1/4" = 1'-0"2 PISTOL LOCKERS @ INTERIOR WALL 1/4" = 1'-0"4 PISTOL LOCKERS @ END WALL 1/4" = 1'-0"3 RIFLE LOCKERS @ WALL 1/4" = 1'-0"1 FLOOR 1 - ENLARGED LOCKER ROOM 1/4" = 1'-0"5 RIFLE LOCKERS @ CENTER 1/4" = 1'-0"10 FRONT COUNTER / CHECKOUT 1/4" = 1'-0"8 ACOUSTIC PANELS EAST @ ROOM #114 & #115 1/4" = 1'-0"6 ACOUSTIC PANELS SOUTH @ ROOM #114 1/4" = 1'-0"9 ACOUSTIC PANELS WEST @ ROOM #114 & #115 1/4" = 1'-0"7 ACOUSTIC PANELS SOUTH @ ROOM #115 GROUP 1 (EXTERIOR BUILDING ENTRY & RANGE ENTRY) KEYED ENTRY (PULL SIDE) 1" ROUND x 9" OFFSET PULL (PULL SIDE) PANIC BAR/HARDWARE (PUSH SIDE) HINGES THRESHOLD KICK PLATE RAIN GUARD (EXTERIOR DOORS ONLY) WEATHER/SMOKE SEAL AND BOTTOM SWEEP SELF CLOSER (PER 2018 IBC 1010.1.3) *ABOVE TO BE SUPPLIED BY STOREFRONT SUPPLIER FOR STOREFRONT DOORS GROUP 2 (INTERIOR EGRESS DOOR) 1" ROUND x 9" OFFSET PULL (PULL SIDE) PANIC BAR/HARDWARE (PUSH SIDE) HINGES KICK PLATE GROUP 3 (INTERIOR) KEYED LEVER SET (PULL SIDE) PASSAGE LEVER SET (PUSH SIDE) HINGES SELF CLOSER (PER 2018 IBC 1010.1.3) GROUP 4 (INTERIOR PRIVACY) KEYED LEVER SET (PULL SIDE) PRIVACY LEVER SET (PUSH SIDE) HINGES SELF CLOSER (PER 2018 IBC 1010.1.3) ACC ACOUSTIC CEILING CLOUD BP BALLISTIC PROTECTION CONC POLISHED CONCRETE FCP FIBER CEMENT PANEL FF FACTORY FINISH FG FIRE-RATED SAFETY GLASS FRP FIBER-REINFORCED PLASTIC GWB GYPSUM WALL BOARD IGT INSULATED GLASS FULLY TEMPERED IHM INSULATED HOLLOW METAL HM HOLLOW METAL LVT LUXURY VINYL TILE PT1 PAINT, SW6258 TRICORN BLACK PT2 PAINT, SW9558 CASTLEGATE SFG STOREFRONT GLASS STL STEEL T TEMPERED GLASS WRG WATER RESISTANT GYPSUM WALL BOARD A F.F.L. 36" 80" 96" D F 78" 72" 80" E HOLLOW METAL FLUSH PANEL HOLLOW METAL 2-FLUSH PANEL INSULATED METAL 2-FLUSH PANEL 45 MINUTE 72" 80" B 36" 80" INSULATED METAL FLUSH PANEL 45 MINUTE C 36" 80" INSULATED METAL FLUSH PANEL 60 MINUTE BULLET PROOF OVERHEAD DOOR 1. DOOR BASIS OF DESIGN: EXTERIOR ENTRY: COMMERCIAL STOREFRONT ENTRY DOORS AT VESTIBULE ENTRY AND LOBBY ENTRY. ALL OTHER EXTERIOR DOORS TO BE INSULATED METAL DOORS. "SHALL HAVE A MINIMUM U-VALUE = 0.3 OR BETTER & SHGC = 0.40 OR BETTER" INTERIOR DOORS: HOLLOW METAL, CURRIES OR SIMILAR, SEE SCHEDULE FOR MORE DETAILS. 2. MAXIMUM AIR INFILTRATION RATE TO COMPLY WITH TABLE C402.4.3 OF THE WAC 51-11C-40243. MAXIMUM RATE: 3.a. SWINGING DOORS TO HAVE 0.2 CFM/SF, 0.30 CFM PER SQ FT IS ALLOWED WHEN TESTED IN ACCORDANCE, PER WAC 51-11C-40243. 3. ALL EXTERIOR DOORS SHALL BE AAMA PERFORMANCE RATED DOOR TO MEET MINIMUM THERMAL PERFORMANCE CRITERI A AND AIR LEAKAGE PER THE ENERGY CODE, WITH A WATER PENETRATION RESISTANCE RATING. 4. 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. 5. ALL DOORS W/GLAZING SHALL BE SAFETY GLAZING PER IBC 2406. 6. ALL METAL FRAMED GLAZED ENTRANCE DOOR SHOULD HAVE A U-FACTOR OF 0.6 OR BETTER & SHGC OF 0.4 OR BETTER. 7. CLOSERS SHALL CONFORM TO OPENING FORCE REQUIREMENTS OF 2015 IBC, SECTION 1010.1.3 AS AMENDED BY WASHINGTON STATE. 8. HARDWARE AND CLOSERS SHALL CONFORM TO IBC 716.2.6 ON ALL FIRE RATED DOORS. FLOOR 1 - TOP OF SLAB 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" B T.T. T.T. 6' - 8" 2' - 0" 4' - 10 1/2" 1' - 0 1/4" 4' - 7 1/4" T.T.14 A-602 15 A-602 4' - 0"6"6 1/2"6' - 5"1' - 0 1/2"4' - 0" 16 A-602 STOREFRONT 10' - 6" T. B 4' - 0"6"6 1/2"6' - 5"1' - 0 1/2"4' - 0" 16' - 6" 2' - 0" STOREFRONT 6' - 0" T.T. T.T. T.T.8' - 0" 6' - 8" 1' - 1 1/2" 9 A-602 10 A-602 11 A-602 T. 1 2' - 5" 3' - 0" 1' - 6" 6' - 4 3/4" 4' - 7 1/4" STOREFRONT 11' - 0" STOREFRONT WINDOW IS THE SAME ON WEST AND EAST WALLS OF VESTIBULE T. 14 A-602 TYP. 15 A-602 TYP. 16 A-602 TYP. FLOOR 1 - TOP OF SLAB 0" CEILING (DROP) 19' - 0" FLOOR 2 - TOP OF SUBFLOOR 10' - 6 1/2" STOREFRONT 6' - 0" FIBER CEMENT 4' - 6" STOREFRONT 8' - 0" 4' - 0 1/2" 11 1/2" 8' - 5 1/2" 10' - 6 1/2" 9 A-602 TYP. 10 A-602 TYP. 13 A-602 12 A-602 11 A-602 TYP. 11 A-602 TYP. 2 A-005 4' - 0" 1' - 0" 5' - 0" STOREFRONT 6' - 0 1/4" FIBER CEMENT 4' - 5 1/2" STOREFRONT 6' - 0 1/2" 1' - 11 3/4" 9 A-602 TYP. 13 A-602 TYP. 10 A-602 TYP. 12 A-602 TYP. 11 A-602 TYP. 11 A-602 TYP. STOREFRONT 6' - 0" FIBER CEMENT 4' - 6" DOAS 2' - 0" 6' - 0" 4' - 0" 13 A-602 TYP. 15 A-602 TYP. ALL STOREFRONT TO BE KAWNEER 601T WITH BLACK MULLIONS U.N.O. 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-801 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SCHEDULES & STOREFRONTS DOOR SCHEDULE # TYPE OPENING SIZE CONSTR. TYPE FINISH FRAME CONSTR. FRAME FINISH HARDWARE FIRE RTG. DETAIL # SHEET A-602 COMMENTSWIDTH HEIGHT HEAD JAMB THRESHOLD 101 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 102 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 103.1 E 6' - 0" 6' - 8" IHM PT2 STL PT1 1 45 MIN. 2 2 1 DL ALARM/LOCKS ON DOORS BY OWNER 103.2 D 6' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 104 A 3' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 105 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 106 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 107.1 D 6' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 107.2 D 6' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 107.3 D 6' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 107.4 D 6' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 108 B 3' - 0" 6' - 8" IHM PT2 STL PT1 1 45 MIN. 2 2 1 DL ALARM/LOCKS ON DOORS BY OWNER 109.1 A 3' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 109.2 B 3' - 0" 6' - 8" IHM PT2 STL PT1 1 45 MIN. 2 2 1 DL ALARM/LOCKS ON DOORS BY OWNER 110.1 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 110.2 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 111.1 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 111.2 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 111.3 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 112.1 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 112.2 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 113 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 114.1 C 3' - 0" 6' - 8" IHM PT2 STL PT1 1 60 MIN. 2 2 1 OCCUPANCY SEPERATION, BULLET RESISTANT, DL ALARM/LOCKS ON DOORS BY OWNER 114.2 F 14' - 0" 16' - 0"45 MIN. 4 GARAGE DOOR, PROVIDE WEATHER SEALS AND STRIPPING 114.3 B 3' - 0" 6' - 8" IHM PT2 STL PT1 1 45 MIN. 2 2 1 DL ALARM/LOCKS ON DOORS BY OWNER 115 C 3' - 0" 6' - 8" IHM PT2 STL PT1 1 60 MIN. 2 2 1 OCCUPANCY SEPERATION, BULLET RESISTANT, DL ALARM/LOCKS ON DOORS BY OWNER 202 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 203 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 204 A 3' - 0" 6' - 8" HM PT2 STL PT1 4 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 205 D 6' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 206 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 207.1 A 3' - 0" 6' - 8" HM PT2 STL PT1 2 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER 207.2 A 3' - 0" 6' - 8" HM PT2 STL PT1 3 6 6 5 DL ALARM/LOCKS ON DOORS BY OWNER ROOM FINISH SCHEDULE # NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING NOTESWALL FINISH WALL FINISH WALL FINISH WALL FINISH 100 VEST. CONC GWB PT2 GWB PT2 GYPSUM KINGSPAN PANEL GWB 101 PRO SHOP CONC GWB PT2 CONC GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 102 TRAINING CONC GWB PT2 CONC GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 103 STORAGE CONC GWB PT2 CONC CONCRETE GYPSUM GWB 104 LOCKERS CONC CONC CONC GYPSUM GYPSUM GWB 105 RR CONC WRG PT2 WRG PT2 GYPSUM GYPSUM GWB 106 RR CONC WRG PT2 WRG PT2 GYPSUM GYPSUM GWB 107 LANE ENTRY CONC GWB PT2 GWB PT2 GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 108 HALL CONC CONC GWB PT2 GYPSUM GYPSUM GWB 109 STAIR CONC GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 110 RSO CONC GWB PT2 GWB PT2 GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 111 MAINT. CONC GWB PT2 GWB PT2 GYPSUM GYPSUM GWB 112 RSO CONC GWB PT2 GWB PT2 GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 113 STOR. CONC GWB PT2 GWB PT2 GYPSUM GYPSUM GWB 114 100 METER RANGE CONC CONC CONC CONCRETE CONCRETE GWB, BP, OPEN SEE A-702 FOR WALL ACOUSTIC PANEL LOCATIONS 115 25 METER RANGE CONC CONC CONC CONCRETE CONCRETE GWB, BP, OPEN SEE A-702 FOR WALL ACOUSTIC PANEL LOCATIONS 116 MAINT. CLOSET CONC CONC GWB PT2 GYPSUM GYPSUM GWB 122 MECH. CLOSET CONC GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 123 ELEC. CLOSET CONC GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 201 TRAINING LVT CONC CONC GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 202 RR LVT WRG PT2 WRG PT2 GYPSUM GYPSUM GWB 203 RR LVT WRG PT2 WRG PT2 GYPSUM GYPSUM GWB 204 MANAGER'S OFFICE LVT GWB PT2 GWB PT2 GYPSUM GYPSUM GWB, ACC SEE RCPs FOR CEILING INFORMATION 205 STORAGE LVT GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 206 ELEC. LVT GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 207 STAIR LVT GWB PT2 GWB PT2 CONCRETE GYPSUM GWB 208 UTILITY LVT GWB PT2 GWB PT2 GYPSUM CONCRETE GWB DOOR HARDWARE GROUPS SCHEDULE ABBREVIATIONS DOOR TYPE LEGEND DOOR GENERAL NOTES 1/4" = 1'-0"4 SOUTH STOREFRONT @ FIBER CEMENT 1/4" = 1'-0"5 SOUTH STOREFRONT @ CONCRETE 1/4" = 1'-0"3 WEST & EAST STOREFRONT @ FIBER CEMENT 1/4" = 1'-0"2 SOUTH STOREFRONT 1 1/4" = 1'-0"1 SOUTH STOREFRONT 2 1/4" = 1'-0"6 EAST STOREFRONT 0' 2' 4' 8'0' 2' 4' 8'0' 2' 4' 8' 0' 2' 4' 8'0' 2' 4' 8'0' 2' 4' 8' STOREFRONT GENERAL NOTES A. GENERAL 1. GENERAL CONDITIONS FOR THE CONTRACT OF CONSTRUCTION FORM AIA A201 SHALL BE INCORPORATED INTO THE CONTRACT DOCUMENTS. OWNER-CONTRACTOR AGREEMENT SHALL GOVERN IF GENERAL CONDITIONS CONFLICT WITH THE AGREEMENT. 2. SHOULD ANY CONTRADICTION, AMBIGUITY, ERROR, OR INCONSISTENCY APPEAR IN OR BETWEEN ANY OF THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT AND REQUEST INTERPRETATIONBEFORE PROCEEDING WITH WORK IN QUESTION. A. GENERAL 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES REQUIRED TO COMPLETE ALL DEMOLITION AND SALVAGE WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THIS WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, DEM OLITION, TREE & SHRUB REMOVAL (EXCEPT THOSE DESIGNATED TO REMAIN), EXCAVATION, FILL AND OTHER EARTHWORK, TRENCHING, PAVING AND OTHER SITE IMPROVEMENTS. 2. CONTRACTOR SHALL VISIT SITE AND NOTE ALL EXISTING CONDITIONS SO AS DETERMINE CHARACTER AND EXTENT OF WORK INVOLVED. 3. PROCURE AND PAY FOR ALL REQUIRED PERMITS FOR WORK OF THIS SECTION INCLUDING, BUT NOT LIMITED TO ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES AND REGULATIONS. 4. WHERE REQUIRED UNDER SPECIFIC SECTIONS OF THIS DIVISION, SUBMIT TEST DATA, SHOP DRAWINGS AND BROCHU RES TO ARCHITECT AND/OR ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK OR ORDERING MATERIALS. 5. COORDINATE WITH WORK OF OTHER TRADES. TAKE FIELD MEASUREMENTS AS REQUIRED TO INSURE ACCURATE FIT AND ATTACHMENT OF ALL PARTS. B. DEMOLITION & SALVAGE 1. COMPLETE ALL DEMOLITION WORK AS SHOWN ON DRAWINGS AND AS SPECIFIED HEREIN. THIS WORK INCLUDES, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING: A. REMOVE ANY EXISTING CONCRETE SLABS OR PAVING IN THE AREA OF NEW CONSTRUCTION. VISIT SITE AND VERIFY EXISTING CONDITIONS AS TO CHARACTER AND EXTENT OF WORK INVOLVED. NOT ALL MISCELLANEOUS ITEMS HAVE BEEN NOTED ON DRAWINGS. CONTRACTOR SHALL RELY ON HIS OWN EXAMINATION TO DETERMINE EXTENT OF DEMOLITION WORK REQUIRED. B. DISCONNECT AS REQUIRED ANY ELECTRIC, TELEPHONE, GAS, WATER, STEAM, SEWER OR OTHER LINES SERVICING STRUCTURE PER RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION AND AS REQUIRED TO PROTECT WORKERS. C. KEEP ALL THROUGH LANES AND DRIVES CLEAN AND CLEAR AT ALL TIMES. D. ALL MATERIAL REMOVED UNDER THIS CONTRACT, WHICH IS NOT TO BE SALVAGED OR REUSED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM SITE. CONTRACTOR SHALL DISPOSE OF ALL MATERIAL IN APPROVED DUMP SITE. WHERE NECESSARY, SEGREGATE MATERIAL SO THAT ONLY THAT MATERIAL WHICH IS APPROVED FOR DEPOSIT AT A PARTICULAR DUMP SITE IS DEPOSITED AT THAT SITE(S) FOR DISPOSAL OF DEMOLITION DEBRIS TO BE REMOVED FROM SITE. INCLUDE ALL DUMPING CHARGES IN PROJECT COST. A. GENERAL 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES REQUIRED TO INSTALL ALL CONCRETE AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THIS WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, FORMWORK, REINFORCING STEEL, SLEEVES, INSERTS, ACCESSORIES, CAST-IN-PLACE CONCRETE AND CONCRETE PAVEMENT. 2. COORDINATE WITH WORK OF OTHER TRADES. OBTAIN INFORMATION AND INSTRUCTIONS FROM OTHER TRADES AND SU PPLIERS IN AMPLE TIME TO SCHEDULE AND COORDINATE INSTALLATION OF ITEMS FURNISHED BY THEM TO BE EMBEDDED IN CONCRETE SO PROVISIONS FOR THEIR WORK CAN BE MADE WITHOUT DELAYING PROJECT. SECURE ALL PIPE SLEEVES, ANCHORS AND BOLTS, INCLUDING THOSE FOR ANGLE FRAMES, INSERTS, SUPPORTS, TIES AND OTHER MATERIALS IN CONNECTION WITH CONCRETE CONSTRUCTION, IN POSITION BEFORE CONCRETE IS PLACED. CUTTING AND/OR PATCHING MADE NECESSARY BY FAILURE OR DELAY IN COMPLYING WITH THESE REQUIREMENTS SHALL BE COMPLETED AT NO COST TO OWNER. 3. VERIFY ALL DIMENSIONS SHOWN ON DRAWINGS BY TAKING FIELD MEASUREMENTS TO INSURE PROPER FIT AND ATTACHMENT OF INDIVIDUAL SECTIONS. 4. QUALITY ASSURANCE: A. INSTALLER: SPECIALIZING IN PERFORMING WORK OF THE TYPE SPECIFIED AND WITH MULTIPLE YEARS OF DOCUMENTED EXPERIENCE. 5. FIELD CONDITIONS: A. VENTILATE AREA WHERE WALL IS BEING INSTALLED. B. APPLY CONCRETE POLISHING AFTER OTHER CONSTRUCTION ACTIVITIES THAT MIGHT AFFECT THE POLISHED FINISH. COORDINATE WITH OTHER TRADES. C. NOTIFY ARCHITECT A MINIMUM OF 24 HOURS BEFORE EACH CONCRETE POUR. 6. EXAMINATION AND PREPARATION: VERIFY THAT SURFACES ARE READY FOR THE WORK OF THIS SECTION, FLAWS HAVE BEEN PATCHED AND JOINTS ARE FILLED. PROTECT ADJACENT SURFACES FROM DAMAGE. B. CONCRETE FORMING AND ACCESSORIES 1. FORMWORK: DESIGN OF ALL FORMWORK, BRACING, AND SHORING SYSTEMS, INCLUDING ANY REQUIRED SPECIALIZED ENGINEERING, SHALL BE RESPONSIBILITY OF CONTRACTOR. PROVIDE ALL FORMWORK OF SUCH STRENGTH AND CONSTRUCTION AS TO PREVENT ANY SPREAD, SHIFTING, OR SETTLING WHEN CONCRETE IS DEPOSITED, AND TIGHT ENOUGH TO AVOID ANY LEAKAGE OR WASHING OUT OF CEMENT MORTAR. 2. SLAB CONSTRUCTION JOINTS: BURKE KEYED KOLD JOINT WITH DEPTH TO MATCH THE THICKNESS OF SLAB OR EQUIVALENT PRODUCTS SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR JOINT LOCATIONS. 3. CHAMFER STRIPS: WHERE INDICATED ON ARCHITECTIRAL DRAWINGS, USE FIR OR PINE 3/4" NOMINAL DIMENSION WITH 45° BEVEL. 4. FORM RELEASE AGENT: FOR EXPOSED SURFACES SHALL BE CRESSET CRETE-LEASE 880 OR EQUIVALENT PRODUCTS SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. C. POLISHED CONCRETE 1. EXTENT OF WORK: EXPOSED CONCRETE WALL SURFACES SOUTH OF GRIDLINE 4. 2. POLISHED CONCRETE WALL FINISH: INCLUDES CLEANING OF CONCRETE SLAB, DRY GRINDING TO REMOVE SURFACE IRREGULARITIES, APPLICATIONS OF DYE HARDENER, POLISHING. 3. ACCEPTABLE SYSTEMS SHALL BE ONE OF THE FOLLOWING, OTHER EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS SHALL COMPLY WITH THIS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT: A. AMERIPOLISH POLISHED CONCRETE BY AMERIPOLISH B. DOUBLE DIAMOND POLISHED CONCRETE BY EUCLID CHEMICAL C. CONSOLIDECK POLISHED CONCRETE BY PORSOCO 4. EQUIPMENT: PROVIDE GRINDING MACHINE WITH COUNTER ROTATING HEAD AND DUST EXTRACTION. A. HEADS: METAL BONDED SF-80, SF-150, OF SF-300 DIAMONDS. B. PADS: 40 OR 60, 120 GRIT. 5. INSTALLATION: EXECUTE USING MATERIALS, EQUIPMENT, AND PROCEDURES SPECIFIED BY MANUFACTURER. A. MACHINE GRIND WALL SURFACES TO RECIEVE POLISHED FINISHES LEVEL AND SMOOTH. B. APPLY PENETRATING LIQUID FOR TREATMENT IN SEQUENCE PER MANUFACTURER'S INSTRUCTIONS, ALLOWING DRYING TIME BETWEEN SUCCESSIVE COATS. C. CONTINUE POLISHING WITH PROGRESSIVELY FINER-GRIT DIAMOND POLISHING PADS TO A GLOSS LEVEL 4: HIGHLY POLISHED FINISH, 1500 GRIT. 6. JOINT SEALING A. SEAL ALL WALL JOINTS WITH APPROVED EPOXY FILL AND POLISH TO MATCH CONCRETE FINSH. USE LEGGARI PATCHER PASTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. D. SATIN CONCRETE 1. EXTENT OF WORK: ALL EXPOSED CONCRETE FLOORS AND ANY WALLS NORTH OF GRIDLINE 4. 2. FINISH TO A GLOSS LEVEL 2: SATIN FINISH, 100-400 GRIT. E. UNDERSLAB VAPOR BARRIER 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK, VAPOR BARRIER TO BE INSTALLED BELOW ALL OCCUPIED AREAS OF THE BUILDING AND CAN TERMINATE AT THE FIRING LINE. 2. PERFORMANCE REQUIREMENTS: A. WATER PERMEANCE: NOT MORE THAN 0.010 PERMS, MAIXIMUM B. COMPLY WITH ASTM E1745, CLASS A C. THICKNESS: 15 MILS 3. ACCEPTABLE PRODUCTS: A. EQUIVALENT PRODUCTS NOT LISTED BELOW BY OTHER MANUFACTURERS SHALL COMPLY WITH THIS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT: a. STEGO WRAP VAPOR BARRIER (15-MIL) BY STEGO INDUSTRIES b. MOISTSTOP ULTRA 15 BY FORTIFIBER BILDING SYSTEMS GROUP c. VAPOR BLOCK 15 BY RAVEN ENGINEERED FILMS B. ACCESSORY PRODUCTS: VAPOER BARRIER MANUFACTURER'S RECOMMENDED TAPE, ADHESIVE, MASTIC, ETC. FOR SEALING SEAMS AND PENETRATIONS IN VAPOR BARRIER. 4. EXAMINATION: A. VERIFY THAT THE SURFACE OVER WHICH THE VAPOR BARRIER IS TO BE INSTALLED IS READY BEFORE PROCEEDING WITH INSTALLATION OF VAPOR BARRIER. B. DO NOT PROCEED UNTIL UNDERSLAB PLUMBING AND ELECTRICAL ROUGH IN WORK IS COMPLETE AND SPECIFIED FILL OR SUBGRADE MATERIAL HAS BEEN PLACED PER GEOTECHNICAL RECOMMENDATIONS. 5. INSTALLATION: A. INSTALL VAPOR BARRIER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM E1643. B. INSTALL UNDER INTERIOR SLABS ON GRADE, EXTENT PER ARCHITECTURAL DRAWINGS AND DETAILS. C. LAP JOINTS MINIMUM OF 6 INCHES. D. SEAL JOINTS WITH MANUFACTURER'S RECOMMENDED PRODUCTS AND METHODS. 6. PROTECTION: A. MIMIMIZE UNECESSARY FOOT OR VEHICULAR TRAFFIC. B. INSPECT MEMBRANE PRIOR TO POURING CONCRETE. A. GENERAL 1. SUPPLY AND INSTALL ALL STRUCTURAL STEEL, MISCELLANEOUS METAL WORK, METAL HANDRAILS, COLD-FORMED METAL FRAMING AND OTHER METAL WORK AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. SUBMIT FOR REVIEW BY ARCHITECT SHOP AND ERECTION DRAWINGS OF ALL WORK HEREIN SHOWING LAYOUTS, SIZES, METHODS OF CONSTRUCTION AND INSTALLATION, INCLUDING SIZES AND TYPES OF ALL FASTENING DEVICES. 3. VERIFY ALL DIMENSIONS SHOWN ON DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. IMMEDIATELY REPORT ANY DISCREPANCIES IN WRITING TO ARCHITECT. 4. WORK OF THIS SECTION SHALL COMPLY WITH ALL APPLI CABLE PROVISIONS OF THE AISC STANDARDS. 5. REPORT ANY ERRORS IN SHOP FABRICATION OR DEFORMATION RESULTING FROM HANDLING AND TRANSPORTATION THAT PREVENT PROPER ASSEMBLY AND FITTING OF PARTS IMMEDIATELY TO ARCHITECT, AND OBTAIN APPROVAL OF METHOD OF CORRECTION. B. STRUCTURAL METAL FRAMING 1. STRUCTURAL STEEL SHAPES, SIZES, AND BOLTS FOR CONNECTIONS SHALL BE AS SPECIFIED ON STRUCTURAL DRAWI NGS. 2. PAINT ALL EXPOSED SURFACES, PRIME PAINT SHALL BE TNEMEC 10-99 MODIFIED ALKYD PRIMER. FINISH PAINT SHALL BE AS NOTED ON DRAWINGS. 3. GALVANIZING FOR STRUCTURAL STEEL AND BOLTS EXPOSED TO WEATHER SHALL BE IN ACCORDANCE WITH ASTM A-153. 4. INSTALLATION A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. COMPLY WITH AMERICAN WELDING SOCIETY SPECIFICATIONS AND PROCEDURES. GRIND ALL BUTT WELDS FLAT. DO NOT GRI ND FILLET WELDS. B. SHOP PAINT ALL STRUCTURAL STEEL WORK EXCEPT ZINC-COATED SURFACES AND WORK TO BE EMBEDDED IN CONCRETE OR MORTAR. REMOVE ALL MILL SCALE, RUST, DIRT, GREASE AND OTHER HARMFUL MATERIALS PRIOR TO COATING. SOON AS POSSIBLE AFTER CLEANING, COAT ALL EXPOSED SURFACES WITH PRIMER. DO NOT PRIME STRUCTURAL STEEL WITHIN 3" OF FIELD WELDS. C. PROVIDE ANY TEMPORARY SHORING AND ADDITIONAL BRACING OF STEEL FRAMING NECESSARY TO ADEQUATELY AND SAFELY SUPPORT ANY OR ALL LOADS IMPOSED ON STRUCTURE DURING CONSTRUCTION. C. METAL JOISTS 1. STRUCTURAL STEEL JOISTS SHALL MEET CRITERIA AND SIZING AS SPECIFIED ON STRUCTURAL DRAWINGS. 2. INSTALLATION A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. COMPLY WITH AMERICAN WELDING SOCIETY SPECIFICATIONS AND PROCEDURES. GRIND ALL BUTT WELDS FLAT. DO NOT GRI ND FILLET WELDS. B. PROVIDE ANY TEMPORARY SHORING AND ADDITIONAL BRACING OF STEEL FRAMING NECESSARY TO ADEQUATELY AND SAFELY SUPPORT ANY OR ALL LOADS IMPOSED ON STRUCTURE DURING CONSTRUCTION. D. METAL DECKING 1. STRUCTURAL STEEL DECKING SHALL MEET CRITERIA AND SIZING AS SPECIFIED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. 2. INSTALLATION A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. COMPLY WITH AMERICAN WELDING SOCIETY SPECIFICATIONS AND PROCEDURES. GRIND ALL BUTT WELDS FLAT. DO NOT GRI ND FILLET WELDS. B. GALVANIZING FOR STRUCTURAL STEEL DECKING EXPOSED TO WEATHER SHALL BE IN ACCORDANCE WITH ASTM A-153. C. SHOP PAINT EXPOSED STEEL DECKING AT ENTRY VESTIBULE AS NOTED ON THE DRAWINGS. REMOVE ALL MILL SCALE, RUST, DIRT, GREASE AND OTHER HARMFUL MATERIALS PRIOR TO COATING. SOON AS POSSIBLE AFTER CLEANING, COAT ALL EXPOSED SURFACES WITH PRIMER. DO NOT PRIME STRUCTURAL STEEL WITHIN 3" OF FIELD WELDS. D. PROVIDE ANY TEMPORARY SHORING AND ADDITIONAL BRACING OF STEEL FRAMING NECESSARY TO ADEQUATELY AND SAFELY SUPPORT ANY OR ALL LOADS IMPOSED ON STRUCTURE DURING CONSTRUCTION. E. METAL SUPPORT ASSEMBLIES a. ALL INTERIOR METAL SUPPORT ASSEMBLIES (CEILING SUPPOORT AND DROP CEILINGS) SHALL BE BIDDER DESIGNED AS REQUIRED TO MEET DESIGN CRITERIA NOTED ON DRAWINGS. SEE EXAMPLE PRODUCTS LISTED ON DRAWINGS FOR REFERENCE. F. METAL FABRICATIONS 1. METAL FABRICATIONS SHALL MEET CRITERIA AND SIZING AS SPECIFIED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. 2. INSTALLATION A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. COMPLY WITH AMERICAN WELDING SOCIETY SPECIFICATIONS AND PROCEDURES. GRIND ALL BUTT WELDS FLAT. DO NOT GRI ND FILLET WELDS. B. SHOP PAINT ALL STRUCTURAL STEEL WORK EXCEPT ZINC-COATED SURFACES AND WORK TO BE EMBEDDED IN CONCRETE OR MORTAR. REMOVE ALL MILL SCALE, RUST, DIRT, GREASE AND OTHER HARMFUL MATERIALS PRIOR TO COATING. SOON AS POSSIBLE AFTER CLEANING, COAT ALL EXPOSED SURFACES WITH PRIMER. DO NOT PRIME STRUCTURAL STEEL WITHIN 3" OF FIELD WELDS. C. PROVIDE ANY TEMPORARY SHORING AND ADDITIONAL BRACING OF STEEL FRAMING NECESSARY TO ADEQUATELY AND SAFELY SUPPORT ANY OR ALL LOADS IMPOSED ON STRUCTURE DURING CONSTRUCTION. A. GENERAL 1. SUPPLY AND INSTALL ALL ROUGH CARPENTRY WORK AND FINISH CARPENTRY WORK AS SHOWN ON DRAWINGS AND AS SPECIFIED HEREIN. 2. VERIFY ALL DIMENSIONS SHOWN ON DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. IMMEDIATELY REPORT ANY DISCREPANCIES IN WRITING TO ARCHITECT. B. ROUGH CARPENTRY 1. STUDS, TRIMMERS, JOISTS AND FURRING SHALL BE DOUGLAS FIR OR HEMLOCK, NO. 2 AND BETTER, KILN-DRIED, S4S. 2. BEAMS, LEDGERS, HEADERS AND OTHER FRAMING MEMBERS SHALL BE AS INDICATED ON STRUCTURAL DRAWINGS. 3. FRAMING LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAQU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) STANDARDS. 4. GLUE LAMINATED BEAMS SHALL BE MANUFACTURED FROM DOUGLAS FIR LUMBER WITH A MOISTURE CONTENT NOT TO EXCEED 12% AT TIME OF MANUFACTURE. ASSEMBLE USING WATERPROOF GLUE. SURFACED ALL SIDES. BENDING STRESS AS INDICATED ON STRUCTURAL DRAWINGS. INDUSTRIAL APPEARANCE GRADE. 5. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED 2-4-1 STURD-I-FLOOR SHEATHING, THICKNESS AS SHOWN ON DRAWINGS, GROUP 1 OR 2 SPECIES, T & G LONG EDGES, EXTERIOR EXPOSURE CLASSIFICATION, “B” GRADE FACE VENEER, SANDED FACES. “COMPLY” COMPOSITE PANELS OF EQUAL THICKNESS ALSO ACCEPTABLE. A. GENERAL 1. SUPPLY AND INSTALL ALL THERMAL AND MOISTURE PROTECTION AS SHOWN ON DRAWINGS AND AS SPECIFIED HEREIN AND AS OTHERWISE REQUIRED FOR A COMPLETE AND WATERTIGHT JOB. 2. SUBMIT TO ARCHITECT FOR REVIEW SAMPLES, BROCHURES, AND SHOP DRAWINGS COVERING ALL TYPES OF ROOFING AND ROOF ACCESSORIES. 3. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUBSURFACES, AND SHALL MAKE ROOFING CONTRACTOR RESPONSIBLE FOR ALL FUTURE CORRECTIONS. 4. DO WORK ONLY IN DRY WEATHER AND APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS. B. FLUID-APPLIED WATERPROOFING 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. AREA LIMITED TO EXTERIOR FACE OF EXPOSED CONCRETE WALLS. 2. QUALITY ASSURANCE: A. INSTALLER: SPECIALIZING IN PERFORMING WORK OF THE TYPE SPECIFIED AND WITH MULTIPLE YEARS OF DOCUMENTED EXPERIENCE. 3. STORAGE AND HANDLING: A. TAKE NECESSARY PRECAUTIONS TO KEEP CEMENTITIOUS MATERIALS DRY. 4. FIELD CONDITIONS: A. MAINTAIN TEMPERATURE, HUMIDITY, AND VENTILATION WITHIN LIMITS RECOMMEND BY MANUFACTURER. 5. ACCEPATBLE PRODUCTS SHALL BE THE FOLLOWING, OTHER EQUIVALENT PRODUCTS OTHER THAN THE MANUFACTURER'S SHALL COMPLY WITH THIUS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. A. VANDEX SUPER BY EUCLID CHEMICAL B. XYPEX CONCENTRATE BY XYPEX CHEMICAL C. KRYSTOL T1 CONCENTRATE WATERPROOFING BY KRYTON I NTERNATIONAL 6. EXAMINATION AND PERPARATION: A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEN PROPERLY PREPARED. B. PREPARE SURFACE USING SANDBLASTING, WATER BLASTI NG, OR ACID ETCHING AS RECOMMENDED BY THE MANUFACTURER. C. PLUG WATER LEAKS, AND PATCH HOLES, CONSTRUCTION JOINTS, AND CRACKS. 7. INSTALLATION: A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PREVENT EXCESSIVE DRYING OF THE SURFACE. CURE FOR AT LEAST 3 DAYS OR AS REQUIRED BY THE MANUFACTURER, WITH WATER SPRAY AND ADEQUATE AIR CIRCULATION. C. THERMAL PROTECTION 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. 2. PROTECT INSULATION FROM PHYSICAL DAMAGE AND FROM DETERIORATION DUE TO MOISTURE, SOILING, AND OTHER SOURCES. STORE INSIDE IN A DRY LOCATION AND COMPLY WITH THE MANUFACTURER'S REQUIREMENTS FOR HANDING, STORING, AND PROTECTING. 3. INSULATION AT PERIMETER OF FOUNDATION (SLAB PROTECTION): A. XPS BOARD INSULATION COMPLYING WITH ASTM C578. B. COMPRESSIVE RESISTANCE: TYPE IV, 25 PSI MINIMUM. 4. INSULATION IN WOOD FRAMED WALLS: A. BATT INSULATION WITH SEPERATE VAPOR RETARDER, EITHER GLASS FIBER OR MINERAL FIBER BATT MAY BE USED. B. GLASSFIBER BATT INSULATION: a. FORMALDEHYDE FREE, FLEXIBLE PERFORATED BATT OR BLANKET, COMPLYING WITH ASTM C665, FRICTION FIT. b. FLAME SPREAD INDEX: 25 OR LESS PER ASTM E84 c. SMOKE DEVELOPED INDEX: 450 OR LESS PER ASTM E84 d. COMBUSTIBILITY: NON-COMBUSTIBLE PER ASTM E136 C. MINERAL FIBER BATT INSUALTION: a. FLEXIBLE OR SEMI-RIGID PREFORMED BATT OR BLANKET, COMPLYING WITH ASTM C665, FRICTION FIT, UNFACED FLAME SPREAD INDEX OF ZERO PER ASTM E84 b. FLAME SPREAD INDEX: 25 OR LESS PER ASTM E84 c. SMOKE DEVELOPED INDEX: 450 OR LESS PER ASTM E84 A. WEATHER BARRIERS 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK, 2. WHERE SPECIFIED ON DRAWINGS ACCEPATBLE PRODUCTS SHALL BE THE FOLLOWING, OTHER EQUIVALENT PRODUCTS OTHER THAN THE MANUFACTURER'S SHALL COMPLY WITH THIUS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. A. TYPAR BUILDINGWRAP BY TYPAR B. TYVEK COMMERCIAL WRAP BY DUPONT B. VAPOR RETARDERS 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. 2. WHERE SPECIFIED ON DRAWINGS ACCEPATBLE PRODUCTS SHALL BE THE FOLLOWING, OTHER EQUIVALENT PRODUCTS OTHER THAN THE MANUFACTURER'S SHALL COMPLY WITH THIUS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. A. SMART VAPOR RETARDER MEMBRAIN BY CERTAINTEED B. GRIFFOLYN WALL VAPOR RETARDER BY REEF INDUSTRIES, INC C. INSULATED METAL WALL PANEL 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. 2. SHOP DRAWINGS: A. SUBMIT DETAILED DRAWINGS AND PANEL ANALYSIS SHOWING: PROFILE, GAUGE OF BOTH EXTERIOR AND INTERIOR SHEET, LOCATION, LAYOUT AND DIMENSIONS OF PANELS, LOCATION AND TYPE OF FASTENERS, SHAPE AND METHOD OF ATTACHMENT OF ALL TRIM, LOCATIONS AND TYPE OF SEALANTS, AND INSTALLATION SEQUENCE. B. VERIFY PANELS WILL WITHSTAND DESIGN LOADS INDICATED WITHOUT DETRIMENTAL EFFECTS OR DEFLECTION. INCLUDE THERMAL DIFFERENTIAL EFFECTS BETWEEN EXTERIOR AND I NTERIOR PANEL FACINGS AND RESISTANCE TO FASTENER PULLOUT. 3. INSTALLER QUALIFICATIONS: A. AUTHORIZED BY THE MANUFACTURER AND THE WORK SHALL BE SUPERVISED BY A PERSON HAVING A MINIMUM OF FIVE (5) YEARS EXPERIENCE INSTALLING INSULATED WALL PANELS ON SIMILAR TYPE AND SIZE PROJECTS. 4. STORAGE AND HANDLING: A. DELIVER AND STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING BEARING THE BRAND NAME AND MANUFACTURER'S IDENTIFICATION UNTIL READY FOR INSTALLATION. B. STORE WALL PANEL MATERIALS ON DRY, LEVEL, FIRM, AND CLEAN SURFACE. STACK NO MORE THAN TWO BUNDLES HIGH. ELEVATE ONE END OF BUNDLE TO ALLOW MOISTURE RUN-OFF, COVER AND VENTILATE TO ALLOW AIR TO CIRCULATE AND MOISTURE TO ESCAPE. 5. PRODUCT: A. KINGSPAN KS SERIES a. PANEL THICKNESS: 2" b. PANEL WIDTHS: AS INDICATED ON DRAWINGS c. PANEL LENGTHS: AS INDICATED ON DRAWINGS d. HORIZONTAL PANEL JOINT REVEALS: 1/8 INCH. (3 MM) e. VERTICAL JOINT TREATMENTS (FOR HORIZONTAL PANELS): PANEL TRIM LESS ENDS WITH BLACK EPDM GASKET INSERT. f. EXTERIOR FACE OF PANEL: PROFILE: AZTECO, TEXTURE: SMOOTH g. EXTERIOR FINISH: BAKED EPOXY PRIMER WITH FACTORY APPLIED 12 MIL DRY FILM THICKNESS FINISH COAT OF ACRYLIC BONDER AND SILICA AGGREGATE. SILICA AGGREGATE COLOR: SELECTED FROM CURRENT KINGSPAN INSULATED PANELS GRANITSTONE COLOR CHART (SEE DRAWI NGS). 6. EXAMINATION: A. PROVIDE FIELD MEASUREMENTS TO MANUFACTURER AS REQUIRED TO ACHIEVE PROPER FIT OF THE PREFORMED WALL PANEL ENVELOPE. MEASUREMENTS SHALL BE PROVIDED IN A TIMELY MANNER SO THAT THERE IS NO IMPACT TO CONSTRUCTION OR MANUFACTURING SCHEDULE. 7. SUPPORTING STEEL: A. ALL STRUCTURAL SUPPORTS REQUIRED FOR INSTALLATION OF PANELS SHALL BE BY OTHERS. SUPPORT MEMBERS SHALL BE INSTALLED WITHIN THE FOLLOWING TOLERANCES: a. PLUS OR MINUS 1/8 INCH IN 5 FEET (3 MM IN 1524 M M) IN ANY DIRECTION ALONG PLANE OF FRAMING. b. PLUS OR MINUS 1/4 INCH (6 MM) CUMULATIVE IN 20 FEET (6096 MM)IN ANY DIRECTION ALONG PLANE OF FRAMING. c. PLUS OR MINUS 1/2 INCH (13 MM) FROM FRAMING PLANE ON ANY ELEVATION. d. VERIFY THAT BEARING SUPPORT HAS BEEN PROVIDED BEHIND VERTICAL JOINTS OF HORIZONTAL PANEL SYSTEMS AND HORIZONTAL JOINTS OF VERTICAL PANEL SYSTEMS. WIDTH OF SUPPORT SHALL BE AS RECOMMENDED BY MANUFACTURER. 8. INSTALLATION: A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. CUT PANELS PRIOR TO INSTALLING, WHERE INDICATED ON SHOP DRAWINGS, USING A POWER CIRCULAR SAW WITH FINE TOOTH CARBIDE TIP BLADE PER MANUFACTURER'S INSTRUCTIONS. PERSONNEL SHOULD WEAR RESPIRATORY AND EYE PROTECTION DEVICES. D. FIBER CEMENT SIDING 1. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF WORK. 2. INSTALLER QUALIFICATIONS: A. MINIMUM OF 2 YEARS' EXPERIENCE WITH INSTALLATION OF SIMILAR PRODUCTS. 3. DELIVERY, SOTORAGE, AND HANDLING: A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR INSTALLATION. B. STORE SIDING ON EDGE OR LAY FLAT ON A SMOOTH LEVEL SURFACE. PROTECT EDGES AND CORNERS FROM CHIPPING. STORE SHEETS UNDER COVER AND KEEP DRY PRIOR TO INSTALLING. C. STORE AND DISPOSE OF SOLVENT-BASED MATERIALS, AND MATERIALS USED WITH SOLVENT-BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. D. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY, AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. 4. PRODUCT: A. HARDIEPANEL HZ10 BY JAMES HARDIE. SMOOTH VERTICAL SIDING PANEL. B. PANEL SIZE: AS INDICATED ON DRAWINGS, NOT TO EXCEED 4'X8'. 5. ACCESSORIES: A. FINISH, COLOR, REGLETS, AND TRIM PER DRAWINGS. a. FOR VERTICAL JOINTS: USE V2 VERTICAL MOLDING PER FRY REGLET OR SIMILAR. COLOR TO MATCH PANELS. b. FOR VERTICAL TERMINATIONS: USE T21 J CHANNEL LAP PER FRY REGLET OR SIMILAR. COLOR TO MATCH PANELS. c. FOR HORIZONTAL JOINTS: USE T1 F MOLDING PER FRY REGLET OR SIMILAR. COLOR TO MATCH PANELS. E. THERMOPLASTIC MEMBRANE ROOFING 1. SEE DRAWINGS FOR EXTENT OF WORK AND SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO STARTING WORK MANUFACTURER APPROVED SHOP DRAWINGS SHOWING ROOF PLAN WITH ALL PENETRATIONS AND NON-TYPICAL DETAILS. 2. QUALITY ASSURANCE: A. ROOFING APPLICATOR SHALL BE COMPANY APPROVED BY ROOFING MANUFACTURER. APPLICATOR SHALL HAVE COMPLETED MULTIPLE INSTALLATIONS OF SIMILAR SCOPE USING SPECIFIED PRODUCT WITHIN LAST YEAR. B. COORDINATE WITH OTHER TRADES. 3. STORAGE AND HANDLING: A. DO NOT EXPOSE MATERIALS TO MOISTURE IN ANY FORM BEFORE, DURING OR AFTER DELIVERY TO THE SITE. 4. FIELD CONDITIONS: A. PROCEED WITH INSTALLATION ONLY WHEN CONDITIONS MEET MANUFACTURER'S REQUIREMENTS. 5. THICKNESS: SHALL BE 60 MILS OR THICKER. 6. SEAMS: SHALL BE DIMENSION AS REQUIRED BY THE MANUFACTURER AND HEAT WELDER PER INSTRUCTIONS. 7. INSTALLATION: ADHERED TO RIGID INSULATION BELOW. 8. ACCEPATBLE PRODUCTS SHALL BE THE FOLLOWING, OTHER EQUIVALENT PRODUCTS OTHER THAN THE MANUFACTURER'S SHALL COMPLY WITH THIUS SECTION AND BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. A. EVERGUARD TPO 60-MIL MEMEBRANE BY GAF B. SURE-WELD TPO BY CARLISLE SYNTEC SYSTEMS C. VERSAWELD TPO BY VERSICO ROOFING SYSTEMS 9. EXAMINATION AND PERPARATION: A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED PER MANUFACTURER'S REQUIREMENTS. 10. INSTALLATION: A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 11. INSULATION: A. RIGID INSULATION TO BE INSTALLED BELOW SINGLE-PLY ROOF MEMBRANE SHALL BE POLYISOCYANURATE FOAM, (3) LAYERS OF 2" THICK FOAM WITH A MINIMUM TOTAL R VALUE OF 38. F. FLASHING & SHEET METAL 1. EXTENT OF WORK AS INDICATED ON DRAWINGS. FACTORY-PAINTED GALVANIZED STEEL SHALL BE SHEET STEEL, 24 GAUGE UNLESS NOTED OTHERWISE ON DRAWINGS, WITH ZINCALUME COATING AND FINISHED WITH PVF2 PAINT SYSTEM. COLOR AS SELECTED BY ARCHITECT. 2. QUALITY ASSURANCE: A. FABRICATE SHEET METAL FLASHING TO SHAPES AND SIZES DETAILED. MAKE SURFACES FREE OF WAVES AND BUCKLES, WITH LINES, ARISES, AND ANGLES SHARP AND TRUE. FORM IN STRICT ACCORDANCE WITH DETAILED DRAWINGS. NO RAW, EXPOSED EDGES PERMITTED. B. CONFORM TO QUALITY, PROCEDURES AND METHODS RECOMMENDED BY SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). WHERE DRAWINGS DO NOT DESCRIBE A SPECIFIC DETAIL, USE STANDARD DETAIL FROM SMACNA ARCHITECTURAL SHEET METAL MANUAL, THIRD EDITION. C. ACCURATELY FORM, FIT SNUGLY, HAVE EXPOSED EDGES FOLDED UNDER AT LEAST 1/2 INCH AND NO SHARP CORNERS LEFT EXPOSED. PROPERLY SHIELD AGAINST GALVANIC ACTION WITH ASPHALT BASE PAINT OR EQUIVALENT. SECURELY FASTEN AND MAKE ABSOLUTELY WATERTIGHT D. PROVIDE EXPANSION JOINTS IN ALL STRAIGHT RUNS AT INTERVALS NOT EXCEEDING 35 FEET. SELECT TYPE BEST SUITED AND LEAST OBTRUSIVE FOR CONDITION AND MAKE WATERTIGHT WITH SEALANT. E. FACTORY-PAINTED GALVANIZED STEEL SHALL BE SHEET STEEL, 24 GAUGE UNLESS NOTED OTHERWISE ON DRAWINGS, WITH ZINCALUME COATING AND FINISHED WITH PVF2 PAINT SYSTEM. COLOR AS SELECTED BY ARCHITECT. 07 THERMAL & MOISTURE - CONTINUED 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-802 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E LO N G S H O T I N C . 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SPECIFICATIONS 01 GENERAL REQUIREMENTS 02 EXISTING CONDITIONS 03 CONCRETE 05 METALS 06 WOOD & PLASTICS 07 THERMAL & MOISTURE A. GENERAL 1. PROVIDE AND INSTALL ALL DOORS, WINDOWS, GLASS AND HARDWARE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. SUBMIT SHOP DRAWINGS AND SCHEDULES FOR ARCHITECT'S REVIEW SHOWING DOOR AND FRAME SIZES, CONSTRUCTION, FINISH, NUMBER AND FUNCTION. SUBMIT SHOP DRAWINGS FOR ALL TYPES OF CURTAIN WALL PRODUCTS SHOWING SIZES, LAYOUT, DETAILS, CONNECTION AND FINISH. SUBMIT COMPLETE HARDWARE SCHEDULE LISTING ALL HARDWARE ITEMS FOR EACH DOOR AS WELL AS HARDWARE FUNCTION AND FINISHES. 3. COORDINATE WITH WORK OF OTHER TRADES TO INSURE PROPER LOCATION OF BUCKS, BACKING, OPENINGS, AND REINFORCEMENT. TAKE FIELD MEASUREMENTS WHERE REQUIRED TO INSURE PROPER FIT. B. HOLLOW METAL DOORS 1. HOLLOW METAL DOORS SHALL BE CURRIES 707 COMPOSITE SERIES, 727 TERMERATURE RISE SERIES, AND 737 BULLET RESISTANT SERIES AS SHOWN ON DOOR SCHEDULE, 1 3/4" THICK, FLUSH CONSTRUCTION. A. WHERE APPLICABLE, EACH DOOR SHALL BEAR UL OR FM LABEL SHOWING FIRE RATING. B. MORTISE, REINFORCE, DRILL AND TAP DOORS TO TEMPLATE AT FACTORY TO RECEIVE HARDWARE SPECIFIED ELSEWHERE. PROVIDE REINFORCING FOR SURFACE-MOUNTED HARDWARE EXCEPT KICK AND MOP PLATES; DRILLING AND TAPPING FOR SURFACE HARDWARE TO BE DONE IN FIELD. REINFORCE ALL DOORS FOR DOOR CLOSERS, REGARDLESS OF WHETHER CLOSER IS SCHEDULED IN HARDWARE SECTION. C. INSTALL DOORS WITH SPECIFIED HARDWARE TO PROVIDE CLOSE FIT TO OPENING. DOOR SHALL OPERATE WITHOUT BINDING AND SHALL CLOSE POSITIVELY WITHOUT UNDUE PRESSURE. D. DOOR ALARMS AND SECURITY TO BE PROVIDED BY OWNER, PER DOOR SCHEDULE. C. HOLLOW METAL FRAMES 1. SHALL BE CURRIES FLUSH FRAMES, SIZES AND SECTIONS AS SHOWN ON DOOR SCHEDULE AND DETAILS. TYPICALLY U SE C-SERIES PRE- FINISHED KD STEEL DOOR FRAME. 2. HOLLOW METAL DOOR AND RELIGHT FRAMES SHALL HAVE SECTION AND PROFILE AS SHOWN ON DRAWINGS OR AS REQUIRED BY ADJACENT WALL CONDITIONS. CORNER JOINTS SHALL BE MI TERED, REINFORCED AND FULLY WELDED. GRIND ALL WELDS SMOOTH. INSTALL ANGLE SPREADER BETWEEN BASE OF DOOR JAMBS FOR SHIPPING AND INSTALLATION. PROVIDE MASONRY, CONCRETE OR STUD ANCHORS AS REQUIRED FOR ATTACHMENT TO ADJACENT CONSTRUCTION. D. ENTRANCE DOORS 1. SHALL BE KAWNEER 360 INSULCLAD SYSTEM. 2. MEDIUM STILE, 4-1/16" VERTICAL FACE, 2-1/4" DEPTH. 3. PROVIDE STANDARD HARDWARE FOR DOOR SYSTEM PER MANUFACTURER'S REQUIREMENTS. A. MEETING STILES ON PAIRS OF DOORS SHALL BE EQUIPPED WITH AN ADJUSTABLE ASTRAGAL USING WOOL PILE WITH POLYMERIC FIN. B. THE DOOR WEATHERING ON A SINGLE-ACTING OFFSET PIVOT OR BUTT HUNG DOOR AND FRAME (SINGLE OR PAIRS) SHALL BE COMPRISED OF A THERMOPLASTIC ELASTOMER WEATHERING ON A TUBULAR SHAPE WITH A SEMI-RIGID POLYMERIC BACKING. 4. BLACK ANODIZED FINISH. 5. GLAZING IN STOREFRONT DOORS SHALL BE SAFETY GLAZING PER IBC 2406. E. OVERHEAD DOOR 1. OVERHEAD DOOR AT RANGE SHALL BE CLOPLAY, MODEL 522S, STANDARD WHITE COLOR, SOLID WITH NO WINDOWS. F. GLAZING 1. EXTERIOR STOREFORNT GLAZING SHALL BE KAWNEER VERSAGLAZE 601T FRAMING SYSTEM. 2. PRODUCT TO COMPLY WITH THE SPECIFIED PERFORMANCE REQUIREMENTS WITHOUT FAILURE DUE TO DEFECTIVE MANUFACTURE, FABRICATION, INSTALLATION, OR OTHER DEFECTS IN CONSTRUCTION, AS DETERMINED BY TESTING OF ALUMINUM STOREFRONT SYSTEMS REPRESENTING THOSE INDICATED FOR THIS PROJECT. 3. PROVIDE SHOP DRAWINGS AND VERIFY ACTUAL DIMENSIONS OF ALUMINUM-FRAMED STOREFRONT OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION. A. MULLIONS SHALL BE PROVIDED WITH BLACK ANODIZED FINISH. B. GLAZING SHALL BE TEMPERED GLASS (T.) WHERE SPECI FIED ON STOREFRONT ELEVATIONS. C. FIBER CEMENT PANEL BETWEEN AND BELOW STOREFRONT WINDOWS SHALL BE SHERWIN WILLIAMS 6258 TRICORN BLACK. G. HARDWARE 1. FOR OVERHEAD DOORS AND DOORS IN A STORERONT SYSTEM, USE MANUFACTURER'S REQUIRED HARDWARE AND INSTALLATION TECHNIQUES. 2. FOR ALL OTHER DOORS, SEE DRAWINGS AND DOOR SCHEDULE FOR SPECIFIC REQUIREMENTS AND INFORMATION BELOW: A. HINGES: STANLEY FBB191-NRP 4-1/2X4-1/2, 3 PER DOOR, STAINLESS STEEL FINISH B. SURFACE CLOSER: STANLEY D-4550 CS SN C. THRESHOLD: PEMKO 271A x 36" MSES10 D. GASKETING: PEMKO 2891APK x 36", PEMKO 290APK x 84" E. RAINGUARD: PEMKO 346C x 40" F. SWEEP: 18061CNB x 36" G. KICKPLATE: TRIMCO K0050 10" x 34" CSK B4E-HEAVY-KP, SATIN CHROME PLATED FINISH H. PANIC BAR: VON DUPRIN 99-F x 697NL-M 613, BLACK FINISH I. OFFSET PULL: C.R. CO. INC. CRL PR0323309 9" CENTERLINE TO CENTERLINE PULL HANDLE, MATTE BLACK FINISH J. KEYED LEVERSET: SCHLAGE J54-MAR MARIN SINGLE CYLINDER KEYED ENTRY DOOR LEVER SET, MATTE BLACK FINISH K. PRIVACY LEVERSET: SCHLAGE J40-MAR MARIN PRIVACY DOOR LEVER SET, MATTE BLACK FINISH H. VENTS 1. VENT COVERS SHALL BE CUSTOM SHEET METAL WITH FACE PANEL PER DETAILS; PRIME AND PAINT. COLOR SHALL BE SHERWIN WILLIAMS 6258 TRICORN BLACK. A. GENERAL 1. SUPPLY AND INSTALL ALL FINISH MATERIALS AS CALLED FOR ON DRAWINGS AND AS SPECIFIED HEREIN. 2. SUBMIT TO ARCHITECT'S FOR REVIEW SAMPLES, BROCHU RES AND COLOR CHIPS BEFORE ORDERING. 3. COORDINATE WITH WORK OF OTHER TRADES, EACH CONTRACTOR APPLYING A FINISH MATERIAL SHALL EXAMINE ALL SUB-SURFACES TO RECEIVE WORK AND REPORT IN WRITING TO GENERAL CONTRACTOR, WITH A COPY TO ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. VERIFY COMPATIBILITY OF FI NISH MATERIALS WITH SUBSTRATE. COMMENCEMENT OF WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUB-SURFACES, AND SHALL MAKE CONTRACTOR APPLYING FINISH MATERIAL RESPONSIBLE FOR ALL FUTURE CORRECTIONS. 4. DURING INSTALLATION OF ALL INTERIOR FINISH WORK, AMBIENT TEMPERATURES WITHIN THE BUILDING SHALL BE MAINTAINED AT NOT LESS THAN 55°. 5. COMPLY WITH ALL FIRE RESISTANCE RATINGS FOR FINI SH MATERIALS AS SPECIFIED HEREIN AND AS REQUIRED BY APPLICABLE CODES. WHERE CALLED FOR, PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES THAT HAVE BEEN TESTED AND APPROVED BY CERTIFIED TESTING LABORATORY. B. GYPSUM WALLBOARD 1. GYPSUM WALLBOARD ASSEMBLIES SHALL MEET REQUIREMENTS AS SPECIFIED IN THE DRAWINGS AND ASSEMBLY DATA, INCLUDING FIRE RATINGS. 2. FOR FIRE RATED ASSEMBLIES, USE GOLD BOND FIRE-SHIELD WALLBOARD OR SIMILAR, TYPE X CORE WITH TAPERED LONG EDGES. 5/8" THICK UNLESS OTHERWISE NOTED. 4 FOOT WIDE BY MAXIMU M PRACTICABLE LENGTH. 3. MOISTURE RESISTANT GYPSUM WALLBOARD: WHERE CALLED FOR IN DRAWINGS SHALL BE GOLD BOND MR BOARD OR SI MILAR, TYPE X CORE WITH TAPERED LONG EDGES. 5/8" THICK UNLESS OTHERWISE NOTED. 4 FOOT WIDE BY MAXIMUM PRACTICABLE LENGTH. 4. FOR NON RATED ASSEMBLIES, USE STANDARD GYPSUM BOARD BY GOLD BOND OR SIMILAR, 5/8" THICK UNLESS NOTED OTHERWISE. 4 FOOT WIDE BY MAXIMUM PRACTICABLE LENGTH. A. NAILS: SHALL BE SPECIFICALLY DESIGNED AND APPROVED FOR USE IN DRYWALL CONSTRUCTION, OF TYPE AND SIZE RECOMMENDED BY DRYWALL MANUFACTURER FOR SPECIFIC APPLICATION. B. SCREWS: SHALL BE BUGLE HEAD TYPE, SELF-DRILLING, OF TYPE AND SIZE RECOMMENDED BY DRYWALL MANUFACTURER OR SPECIFIC APPLICATION. C. CORNER BEAD: SHALL BE GOLD BOND STANDARD CORNER BEAD. GALVANIZED SHEET METAL, "J" SHAPE WITH PERFORATED FLANGES AND RIGID NOSE. D. CASING BEAD: SHALL BE GOLD BOND NO. 100 CASING BEAD. GALVANIZED SHEET METAL, "J" SHAPE WITH RIGID CORNERS AND PERFORATED FLANGES. E. JOINT TAPE: SHALL BE GOLD BOND JOINT TAPE. BUFFED PAPER TAPE MANUFACTURED SPECIFICALLY FOR TAPING DRYWALL JOINTS. F. JOINT FINISHING MATERIALS: SHALL CONSIST OF TWO SEPARATE COMPOUNDS, ONE FOR BEDDING TAPE AND OTHER FOR FINISH COATS ON JOINTS AND FASTENERS. BEDDING COMPOUND SHALL BE GOLD BOND READY-MIX JOINT COMPOUND, VINYL-BASED PRODUCT DESIGNED SPECIFICALLY FOR TAPE APPLICATION. FINISHING COMPOUND SHALL BE GOLD BOND READY-MIX TOPPING COMPOUND DESIGNED SPECIFICALLY FOR FINISHING JOINTS. C. SUSPENDED CEILING SYSTEM 1. SEE ARCHITECTURAL DRAWINGS AND REFLECTED CEILING PLANS FOR EXTENT OF WORK. 2. QUALITY ASSURANCE: A. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, AND SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT PRIOR TO INSTALLATION. B. COORDINATE INSTALLATION WITH OTHER TRADES. AS WI TH OTHER ARCHITECTURAL FEATURES LOCATED AT THE CEILING, MAY OBSTRUCT OR SKEW THE PLANNED FIRE SPRINKLER WATER DISTRIBUTION PATTERN THROUGH POSSIBLY DELAY OR ACCELERATE THE ACTIVATION OF THE SPRINKLER OR FIRE DETECTION SYSTEMS BY CHANNELING HEAT FROM A FIRE EITHER TOWARD OR AWAY FROM THE DEVICE. INSTALLERS ARE ADVISED TO CONSULT A FIRE PROTECTION ENGINEER AS REQUIRED. 3. DELIVERY, STORAGE, AND HANDLING: A. DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL, UNOPENED PACKAGES AND STORE THEM IN A FULLY ENCLOSED SPACE WHERE THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND OTHER CAUSES. B. BEFORE INSTALLING ACOUSTICAL CEILING UNITS, PERM IT THEM TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT. C. HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGED UNITS IN ANY WAY 4. PRODUCT: A. SHALL BE OPTIMA PB CAPZ BY ARMSTRONG CEILING & WALL SOLUTIONS. a. COMPOSITION: FIBERGLASS, TEXTURE: FINE, COLOR: WHITE, SIZE: 48"X48" b. LAYOUT CEILING AS SHOWN ON DRAWINGS OR AS DIRECTED BY ARCHITECT. B. SUSPENSION SYSTEM ALSO PROVIDED BY ARMSTRONG CEI LING & WALL SOLUTIONS. a. COLOR: BLACK AND MATCH THE ACTUAL COLOR OF THE SELECTED CEILING. b. PRELUDE XL 15/16" EXPOSED TEE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES. c. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES. d. USE RIGID QSUTC CLIP FOR MAXIMUM 5-1/2" SUSPENSION. e. SUSPENSION SYSTEM TO MEET SEISMIC REQUIREMENTS. 5. RANGE BAFFLE CEILING PANELS AND PLACEMENT PROVIDED BY INVERIS. D. ACOUSTIC WALL PANELS 1. ACOUSTIC WALL PANELS SHALL BE 1" THICK 2'X4' POLYSORPT ACOUSTIC PANELS BY ACOUSTICAL SOLUTIONS IN CHARCOAL, FLAT FINISH. 2. MOUNTING SYSTEM SHALL BE 1" FURRING STRIP 24" O.C. WITH SCREW AND 5/8" WASHER AT FOUR CORNERS AND CENTER OF ACOUSTIC PANEL (5 PER PANEL). A. INSTALL WALL PANELS WHERE SHOWN ON DRAWINGS. PANELS SHALL BE ORIENTED WITH LONG DIMENSION PARALLEL TO FLOOR AND CEILING OF ROOM. TRIM EDGES AS REQUIRED TO FIT TIGHT TO ADJOINING WALLS. ALL HORIZONTAL AND VERTICAL JOINTS SHALL BE STRAIGHT AND EVENLY SPACED. B. MEASURE ALL WALLS TO RECEIVE ACOUSTIC WALL PANELS BEFORE ORDERING MATERIAL. ADJUST SIZES AS NOTED ON DRAWINGS AS REQUIRED TO SUIT JOB CONDITIONS. COORDI NATE SIGNIFICANT CHANGES WITH GENERAL CONTRACTOR AND ARCHITECT. NOTE LOCATION AND SIZE OF ALL LIGHT FIXTURES, RECEPTACLES, BEAMS, PIPES, HANGERS AND OTHER ITEMS WHICH ARE LOCATED WITHIN THE AREA TO BE COVERED BY ACOUSTIC WALL PANELS. PANELS SHALL BE FACTORY CUT TO ACCOMMODATE THESE ITEMS WHERE PRACTICAL. COORDINATE WITH WORK OF OTHER TRADES TO ENSURE THAT TRIM, ELECTRICAL RECEPTACLES AND SWITCHES ARE INSTALLED WITH PLASTER RINGS OR TRIM OF SUFFICIENT DEPTH TO EXTEND TO SURFACE OF ACOUSTIC PANELS. C. LOCATE FURRING STRIPS AND OTHER FASTENERS AS RECOMMENDED BY MANUFACTURER AND DETAILED ABOVE. SECURE COMPONENTS OF FASTENING SYSTEM THROUGH WALLBOARD INTO WALL STUDS. E. FLOOR COVERING 1. FLOOR COVERING FOR 1ST FLOOR SHALL BE POLISHED CONCRETE SURFACE PER AMERIPOLISH OR SIMILAR. UNDERLAYMENT SHALL BE 15 MIL CLASS A VAPOR RETARDER, STEGO WRAP OR SIM ILAR. TERMINATE AT RANGE SHOOTING LINES. 2. FLOOR COVERING FOR 2ND FLOOR SHALL BE PARTERRE VINYL TILE, SIZE 18"X36", COLOR GRAPHITE 63382. UNDERLAYMENT SHALL BE 1/16" SILENCER LVT ACOUSTICAL UNDERLAYMENT BY FOAM PRODUCTS OR SIMILAR. A. EDGE TRIM AT SPACES OPEN TO BELOW SHALL BE DARK BRONZE ALUMINUM TAP DOWN STAIR NOSING BY TRIMMASTER OR SIMILAR. F. PAINTING 1. THE FOLLOWING SURFACES SHALL NOT BE PAINTED: A. UNLESS OTHERWISE INDICATED, ALL CONCEALED SURFACES SUCH AS FURRED SPACES, FOUNDATION SPACES, PIPE SPACES, DUCT SHAFTS, UTILITY TUNNELS AND THE LIKE. ANY CONCEALED ROUGH HARDWARE, MISCELLANEOUS METAL IN UNFINISHED SPACES. B. CONCRETE WALLS AND FLOORS AS NOTED ON ARCHITECTURE DRAWINGS C. ANY MOVING PARTS OF OPERATING UNITS. D. PLUMBING FIXTURES; TOILET ROOM ACCESSORIES. E. LIGHTING FIXTURES EXCEPT AS NOTED ON DRAWINGS OR SPECIFIED HEREIN. F. ANY FACTORY FINISHED METAL SURFACES, PANELING, EQUIPMENT OR OTHER MATERIALS WITH COMPLETE FACTORY-APPLIED FINISH, UNLESS SPECIFICALLY DIRECTED HEREIN. ANY LABELS OR EQUIPMENT NOMENCLATURE, IDENTIFICATIONS AND THE LIKE. G. FINISH HARDWARE, UNLESS PRIMED FOR PAINT FINISH. H. ANY ACOUSTICAL, GLASS, PLASTIC, TILE, FLOORING U NLESS OTHERWISE SPECIFIED. I. ANY AREAS INDICATED "UNFINISHED" ON FINISH SCHEDULE OR DRAWINGS. J. SHOP PRIME COATS ON FERROUS METAL. 2. MATERIALS AND PAINT FINISHES FOR EXTERIOR SURFACES SHALL BE AS FOLLOWS: A. EXTERIOR METAL DOORS PAINTED SHERWIN WILLIAMS 9558 CASTLEGATE. EXTERIOR METAL DOOR FRAMES PAINTED SHERWIN WILLIAMS SW 6258 TRICORN BLACK. B. EXTERIOR STOREFRONT DOORS AND WINDOWS PER KAWNEER MANUFACTURER, FACTORY FINISH IN BLACK 3. MATERIALS AND PAINT FINISHES FOR INTERIOR SURFACES SHALL BE AS FOLLOWS: A. NEW INTERIOR GYPSUM WALLBOARD (WALLS AND CEILINGS) a. 1 COAT PRO PRIMER (PARKER PAINT) b. 2 COATS SATIN FINISH, SHERWIN WILLIAMS 9558 CASTLEGATE B. INTERIOR METAL DOORS PAINTED SHERWIN WILLIAMS 9558 CASTLEGATE. INTERIOR METAL DOOR FRAMES PAINTED SHERWIN WILLIAMS 6258 TRICORN BLACK. C. PAINTED SIGNAGE ABOVE DOORS a. STENCIL PAINTED SIGNAGE ABOVE 100M RANGE, 25M RANGE, RANGE OFFICER, TRAINING ROOM AND LOCKER ROOM SHALL BE SHERWIN WILLIAMS 6528 TRICORN BLACK I N FONT KOBENHAVN SANS, SIZE BLACK. REFER TO DETAIL 10/A-604 FOR PLACEMENT AND SIZING. D. PAINTED RANGE DISTANCE MARKERS a. PAINTED SIGNAGE ON SHOOTING RANGE FLOOR SHALL BE SHERWIN WILLIAMS 6528 TRICORN BLACK IN FONT KOBENHAVN SANS, SIZE BLACK. REFER TO DETAIL 9/A-604 FOR PLACEMENT AND SIZING. E. PAINTED FIRING RANGE LINE a. SHALL BE PAINTED WITH SHERWIN WILLIAMS 6528 TRICORN BLACK. A. WALL BASE 1. RUBBER BASE SHALL BE 4" JOHNSONITE TRADITIONAL VINYL .080", COLOR CHARCOAL. 09 FINISHES - CONTINUED A. EXTERIOR SIGNAGE 1. EXTERIOR SIGNAGE TO BE COORDINATE WITH VENDOR. VENDOR TO PROVIDE SHOP DRAWINGS. B. INTERIOR SIGNAGE 1. RESTROOM SIGNAGE A. ACCESSIBLE RESTROOM SIGNAGE LOCATED AT EACH RESTROOM DOOR. 2. SUPPLY AND INSTALL TOILET ROOM ACCESSORIES LISTED BELOW. ARCHITECT WILL CONSIDER EQUAL PRODUCTS BY OTHER MANUFACTURERS PRIOR TO BIDDING. A. SURFACE MOUNTED BABY CHANGING STATION SHALL BE BOBRICK WASHROOM EQUIPMENT, INC KB200-05SS, PER FIXTURE SCHEDULE. INSTALL (1) ONE BABY CHANGING STATING IN ONE RESTROOM PER FLOOR. SEE PLANS AND INTERIOR ELEVATIONS FOR LOCATION. B. SURFACE MOUNTED BATHROOM SINK SHALL BE KOHLER CO, K-2031-0, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. C. PAPER TOWEL DISPENSER SHALL BE KATRIN 104438, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. D. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL UNIT SHALL BE BOBRICK WASHROOM EQUIPMENT, INC B-270, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. E. SURFACE MOUNTED SEAT COVER DISPENSER SHALL BE BOBRICK WASHROOM EQUIPMENT, INC, B-4221, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. F. SURFACE MOUNTED SOAP DISPENSER SHALL BE KATRIN BK086-BK, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. G. TOILET SHALL BE KOHLER CO, K-PR96057-T4D-NA, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. H. PAPER TOWEL DISPENSER SHALL BE KATRIN 104438, PER FIXTURE SCHEDULE. INSTALL (1) ONE PER RESTROOM. I. GRAB BARS SHALL BE BRADLEY 800 SERIES, 42" GRAB BAR, 18" GRAB BAR, AND 36" GRAB BAR, STAINLESS STEEL, 1 ½” OUTSIDE DIAMETER WITH SATIN FINISH AND CONCEALED MOUNTING. ALL THREE GRAB BARS INSTALLED IN EACH RESTROOM PER INTERIOR ELEVATIONS A-701. C. SLAB DEPRESSION GRATE IN RANGE 1. SLAB DEPRESSION PER STRUCTURAL 2. GRATE SHALL BE MODEL TS-10-EZ WITH EZ STEEL EMBEDDED FRAME BY GRATING PACIFIC. SPAN OF ENTIRE GRATE SHALL BE DIVIDED INTO 5 EQUAL SEGMENTS. A. SEE MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR EQUIPMENT INFORMATION. A. FURNISHINGS SHOWN ON PLANS SHALL BE INSTALLED AND COORDINATED BY OWNER. B. SHOOTING RANGE EQUIPMENT INCLUDING LANE DIVIDERS, CEILING BAFFLES, BACKSTOPS AND TARGET TRACKS SHALL BE PROPRIETARY PRODUCT PER INVERIS AND SUPPLIED BY THE OWNER. EQUIPMENT INSTALLATION SHALL BE PERFORMED BY CONTRACTOR AND COORDINATED WITH OWNER AND INVERIS. C. WINDOW TREATMENTS SHALL BE ROLLER SHADES: LEVOLER - BLACK-OUT - VERIFY COLOR WITH OWNER AND ARCHITECT. D. RUBBER MATS AT SHOOTING RANGE FIRING LINE SHALL BE CADILLAC MATS, SIZE 4'-0" X 4'-0", AT 3/8" THICKNESS, BY ULINE, OR SIMILAR, PROVIDED BY OWNER. 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 © 2022 by Thomas Architecture Studio. All rights reserved. A-803 Project No: 2212 JUNE 16, 2023 PERMIT SET LO N G S H O T I N D O O R R A N G E 16 9 1 0 W A - 5 0 7 S E | Y E L M , W A SPECIFICATIONS LO N G S H O T I N D O O R S H O O T I N G R A N G E 08 OPENINGS 09 FINISHES 10 SPECIALTIES 11 EQUIPMENT 12 FURNISHINGS