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Planset_Building_Yelm_CoffeeshopGENERAL NOTES 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" x 36". 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. STUD, CENTERLINE OF COLUMN GRIDLINE, UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, UNLESS OTHERWISE NOTED. 4. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE OWNER, ENGINEER AND GENERAL CONTRACTOR OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE OWNER WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE OWNER OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE OWNER WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. 6. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE OWNER AND HAVE BEEN PREPARED FOR USE IN THE EXECUTION OF THE ENCLOSED PROJECT. USE OR REPRODUCTION FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWNER IS PROHIBITED.VICINITY MAP N PROJECT SITE: 407 E YELM AVE. YELM, WA, 98597 PROJECT NARRATIVE PROJECT IS A NEW CONSTRUCTION OF A ONE (1) STORY WITH LOFT STRUCTURE. THE STRUCTURE IS A PROPOSED COFFEE SHOP DRIVE-THRU USE. PROJECT INCLUDES MISCELLANEOUS SITE IMPROVEMENT TO SUPPORT THE FUNCTION OF THE PROPOSED STRUCTURE. MAIN DRIVE AISLE AND INFRASTRUCTURE OF THE UTILITIES ARE ON A SEPARATE PERMIT. PROJECT ADDRESS 407 E YELM AVE. YELM, WA, 98597 PARCEL INFORMATION PARCEL NUMBER: 22719342700 LOT SIZE: 56,770 SF (1.303 ACRES) LEGAL DESCRIPTION: 19-17-2E 1.33 A SE SW COM S4 SEC COR N 207 F NWLY ON RW 317 F POB LESS ROW SR 507 JCT SR 510 TO BALD HILLS ROAD VIC 3418617 PERMIT INFORMATION JURISDICTION: CITY OF YELM • 2021 INTERNATIONAL BUILDING CODE (IBC) - WASHINGTON STATE AMENDED • 2021 INTERNATIONAL FIRE CODE • 2021 INTERNATIONAL MECHANICAL CODE • 2021 WA STATE ENERGY CODE (WSEC) CODE AS AMENDED AND ADOPTED BY THE STATE BUILDING CODE COUNCIL AND THE CITY OF YELM ZONING CLASSIFICATION: C-1 COMMERCIAL OCCUPANCY GROUPS: (B) BUSINESS OCCUPANCY TYPE OF CONTRUCTION: TYPE VB FIRE PROTECTION: NOT APPLICABLE PROJECT TEAM PHONE: EMAIL: CONTACT: 360.960.0165 802013y@GMAIL.COM MARIAN LICXANDRU OWNER PHONE: EMAIL: CONTACT: STEWART CHUNG 253.227.9710 ROCKYCFLORES@GMAIL.COM ROCKY FLORES ARCHITECT PHONE: EMAIL: CONTACT: GUIBIN LU P.O.BOX 1040 TACOMA, WA 98401 360.747.7509 AKEGL2002@GMAIL.COM NICK LU STRUCTURAL PERSPECTIVE VIEW THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued G101 COVER SHEET 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 SHEET INDEX - PERMIT SET NUMBER CONTENT ARCHITECTURAL G101 COVER SHEET G102 ABBREVIATIONS, SYMBOLS & LEGENDS G201 ACCESSIBILITY INFORMATION A201 OVERALL FLOOR PLAN A202 ROOF, RESTROOM PLAN & ELEVATION A203 CEILING PLAN A302 BUILDING ELEVATIONS A401 BUILDING SECTIONS A901 WALL TYPES, DOOR & WINDOW SCHEDULES STRUCTURAL G1.0 GENERAL STRUCTURAL NOTES G1.1 GENERAL STRUCTURAL NOTES S1.0 FOUNDATION PLAN S1.1 FOUNDATION FRAMING DETAILS S1.2 FOUNDATION FRAMING DETAILS S2.0 UPPER FLOOR FRAMING PLAN S2.1 FLOOR FRAMING DETAILS S2.2 TYPICAL FRAMING DETAILS S3.0 ROOF FRAMING PLAN S3.1 ROOF FRAMING DETAILS PLUMBING & ELECTRICAL 1 OF 2 EQUIPMENT, ELECTRICAL & PLUMBING LAYOUT 2 OF2 EQUIPMENT, ELECTRICAL & PLUMBING LAYOUT CIVIL C0.2 SITE HORIZONTAL CONTROL PLAN (FOR REFERENCE ONLY) LANDCSAPE DESIGN L1 LANDSCAPE PLAN (FOR REFERENCE ONLY) YELM COFFEE SHOP DRIVE-THRU 407 E YELM AVE. YELM, WA, 98597 GROSS FLOOR AREA (GFA) LEVEL APPROX. AREA (SQ.FT.) MAIN LEVEL 408 SF LOFT LEVEL 233 SF OVERALL GROSS FLOOR AREA 641 SF 9.WOOD SHINGLES/SHAKES. WOOD SIDING AND WOOD PRODUCT PANELS SHALL BE WEATHER RESISTANT, AND ALL EDGES AND SEAMS COVERED OR TRIMMED. HAVE STANDING SEAMS AND MUTED COLORS. 2.PRE-FINISHED METAL ROOFING MUST 1.METAL SIDING OVER 25 PERCENT OF A BUILDING’S FACADE MUST HAVE A MATTED FINISH IN A NEUTRAL OR EARTH TONE COLOR, AND MUST INCLUDE VISIBLE WINDOW AND DOOR TRIM PAINTED OR FINISHED IN A COMPLEMENTARY COLOR AND CORNER AND EDGE TRIM THAT COVER EXPOSED EDGES OF THE SHEET METAL PANELS. AS DESCRIBED BELOW: MATERIALS AND COLOR (18.61.050 A. THE FOLLOWING MATERIALS ARE ALLOWED CHAPTER 18.61 BUILDING DESIGN 4 PARKING STALLS REQUIRED GFA = 641 SQ.FT. / 200 = 3.21 ESTABLISHMENTS FOR THE SALE AND CONSUMPTION OF FOOD AND BEVERAGES: ONE (1) PER 200 SQ.FT. OF GFA. MIN. REQUIREMENTS (18.54.030) B. COMMERCIAL USES CHAPTER 18.54 OFF-SITE PARKING H. BLDG LOCATION 25% OF THE FLOOR AREA OF A BLDG. WITH SINGLE STORY GROSS FLOOR AREA IN EXCESS OF 40,000 SF SHALL BE SITED WITHIN 1,000... G. MAX. BLDG HEIGHT 60'-0" F. MIN. DRIVEWAY APPROACH 20'-0" E. MIN. REAR YARD SETBACK 20'-0" D. MIN. SIDE YARD SETBACK 10'-0" C. MIN. FRONT YARD SETBACK 15'-0" B. MIN. LOT AREA 5,000 SF STANDARDS SPECIFIC TO THE C-1 (18.36.040) PERMITTED USES (18.36.020) RETAIL / SERVICE ORIENTED ESTABLISHMENTS ZONING MAP CITY OF YELM 2021 ZONING MAP ZONING DESIGNATION COMMERCIAL DISTRICT (C-1) CHAPTER 18.36 ADDRESS 407 E YELM AVE. YELM, WA 98597 PARCEL NO. 22719342700 TITLE 18 UNIFIED DEVELOPMENT CODE APPLICABLE CODE YELM MUNICIPAL CODE REQUIREMENT / ALLOWED ZONING CODE ANALYSIS (OR LAND USE SUMMARY) No. Date Issued Revision Description DRAWING SYMBOLS LEGEND DRAWING NUMBER AND NAME DESCRIPTION SHEET REFERENCE 1 VIEW NAME 1/8" = 1'-0" | 22/A5.11 INTERIOR ELEVATIONS, CURTAINWALLS AND STOREFRONT DRAWING NUMBER AND NAME DESCRIPTION GRID LINE AND BUBBLE ROOM NAME AND NUMBER WITH ROOM AREA BUILDING ELEVATION REFERENCES VIEW NAME 1A 1/8" = 1'-0" | 22/A5.11 INTERIOR, CASEWORK, STOREFRONT & WINDOW WALL ELEVATION REFERENCES BUILDING SECTION REFERENCES WALL SECTION REFERENCES PLAN, ELEVATION, SECTION & DETAIL REFERENCES DETAIL SECTION REFERENCES ENLARGED PLAN AND DETAIL MARKER REFERENCES BUILDING STORY / FLOOR LEVEL NUMBER AND ELEVATION DATUM MARKER PROJECT NORTH ARROW ACTUAL NORTH ARROW REVISION CLOUD AND DELTA REVISION NUMBER CASEWORK TYPE ROOM NAME AND NUMBER CEILING TYPE CEILING HEIGHT A.F.F. (ABOVE FINISH FLOOR) STOREFRONT, CURTAIN AND WINDOW WALL GLAZING TYPE DOOR FIRE RATING DOOR NUMBER FLOOR ASSEMBLY TYPE FURNITURE AND SYSTEM TYPE IDENTIFICATION SHEET KEYNOTE NUMBER, REFER TO DRAWING SHEET FOR DESCRIPTION 1 RFI-11 REVISION COMMENT OR DESCRIPTION PROJECT NORTH N # # A101 1 1 1 1 1 A101 ____ 101 ROOM NAME ROOM NAME 101 150 SF LEVEL ELEVATION /1 A101 AREA NAME 150 SF PLAN REFERENCES AT MATCH LINES C # GL-# 180 MIN 101B F ## ? MATERIAL / FINISH TYPE PARKING STALL NUMBER AND TYPE TREES & PLANTING DESIGNATION PLUMBING FIXTURE TYPE DESIGNATION RAILING TYPE DESIGNATION APPLIANCES AND EQUIPMENT TYPE DESIGNATION ? ## COMPACT T# PF ## RL-## DW WALL TYPE DESIGNATION NUMBER WINDOW TYPE AND RELITE DESIGNATION NUMBER W ## ### 1 A101 AREA NAME AND SIZE 0801 /1 A2.01 1 A101 DRAWING SCALE GRAPHIC SCALES 4' 8'16'0 2"0 1/8" = 1'-0" DIMENSION POINT (DIM PT) WORK POINT (W PT) REFERENCE CENTERLINECL 1 A101 ACT-# CEILING HEIGHT ACP-1 A.F.F. GWB-1 1'-0" FU # M-01 ROOF TYPE DESIGNATION NUMBER R # STOREFRONT, CURTAIN AND WINDOW WALL SYSTEM TYPE SF2 1 A101 1 A101 1 A101 A WINDOW FIRE RATING 1 / A101 DRAWING MATERIALS LEGEND CONCRETE BRICK & STONE CMU ALUMINUM STEEL WOOD FINISH (ELEVATION) WOOD, GLUE LAMINATED WOOD, MDF WOOD, PLYWOOD WOOD CAVITY DRAINABLE RIGID INSULATION PROTECTION BOARDS SPRAY FOAM GWB / PLASTER EARTH (FILL) GRAVEL EARTH (EXISTING) GRAVEL / RIVER ROCKS SAND PLANTING SOIL CONCRETE, PRECAST MULCH STONE (ELEVATIONS) BATT INSULATION A AB AIR VAPOR BARRIER AC AIR CONDITIONING ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANOD ANODIZED APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL B BD BOARD BLDG BUILDING BM BEAM BO BOTTOM OF BOT BOTTOM BSMT BASEMENT C CAB CABINET CAT CATEGORY CB CATCH BASIN CER CERAMIC CHAN CHANNEL CI CAST IRON CIP CAST-IN PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COORD COORDINATE CT CERAMIC TILE D DBL DOUBLE DEG DEGREE DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DN DOWN DR DOOR DRN DRAIN DW DISHWASHER DWG DRAWING E (E) EXISTING EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EP ELECTRICAL PANELBOARD EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXP EXPANSION EXIST EXISTING EXT EXTERIOR F FD FLOOR DRAIN FND FOUNDATION FF FINISH FLOOR FIN FINISH FIXT FIXTURE FLR FLOOR FLASH FLASHING FO FACE OF FT FEET FRT FIRE RETARDANT TREATED FTG FOOTING FURN FURNITURE ABBREVIATIONS A AB AIR VAPOR BARRIER AC AIR CONDITIONING ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANOD ANODIZED APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL B BD BOARD BLDG BUILDING BM BEAM BO BOTTOM OF BOT BOTTOM BSMT BASEMENT C CAB CABINET CAT CATEGORY CB CATCH BASIN CER CERAMIC CHAN CHANNEL CI CAST IRON CIP CAST-IN PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COORD COORDINATE CT CERAMIC TILE D DBL DOUBLE DEG DEGREE DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DN DOWN DR DOOR DRN DRAIN DW DISHWASHER DWG DRAWING E (E) EXISTING EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EP ELECTRICAL PANELBOARD EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXP EXPANSION EXIST EXISTING EXT EXTERIOR F FD FLOOR DRAIN FND FOUNDATION FF FINISH FLOOR FIN FINISH FIXT FIXTURE FLR FLOOR FLASH FLASHING FO FACE OF FT FEET FRT FIRE RETARDANT TREATED FTG FOOTING FURN FURNITURE G GA GAUGE / GAGE GALV GALVANIZED GC GENERAL CONTRACT(OR) GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GR GRADE GRD GROUND GWB GYPSUM WALLBOARD H HB HOSE BIB HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL (STEEL FRAME) HO HOLDOPEN HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER I ID INSIDE DIAMETER IN INCH INCL INCLUDED / INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT J JST JOIST JT JOINT K KIT KITCHEN KO KNOCKOUT L LAM LAMINATE / LAMINATION LAV LAVATORY LB POUND LF LINEAR FOOT LN LINE M MATL MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY PLYWOOD MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OUTSIDE AIR OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OH OVER HEAD OPNG OPENING OPP OPPOSITE OVHD OVERHEAD P PNT PAINT PERF PERFORATED PERIM PERIMETER PERP PERPENDICULAR PL PROPERTY LINE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYWD PLYWOOD PNL PANEL PREFAB PREFABRICATED PROJ PROJECT PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED Q QT QUARRY TILE QTY QUANTITY G GA GAUGE / GAGE GALV GALVANIZED GC GENERAL CONTRACT(OR) GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GR GRADE GRD GROUND GWB GYPSUM WALLBOARD H HB HOSE BIB HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL (STEEL FRAME) HO HOLDOPEN HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER I ID INSIDE DIAMETER IN INCH INCL INCLUDED / INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT J JST JOIST JT JOINT K KIT KITCHEN KO KNOCKOUT L LAM LAMINATE / LAMINATION LAV LAVATORY LB POUND LF LINEAR FOOT LN LINE M MATL MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY PLYWOOD MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OUTSIDE AIR OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OH OVER HEAD OPNG OPENING OPP OPPOSITE OVHD OVERHEAD P PNT PAINT PERF PERFORATED PERIM PERIMETER PERP PERPENDICULAR PL PROPERTY LINE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYWD PLYWOOD PNL PANEL PREFAB PREFABRICATED PROJ PROJECT PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED Q QT QUARRY TILE QTY QUANTITY R RA RETURN AIR RAD RADIUS RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REC RECESSED REF REFERENCE REFL REFLECTED / REFLECTIVE / REFLECT REFR REFRIGERATOR REINF REINFORCED / REINFORCING REQ REQUIRE / REQUIRED RESIL RESILIENT REV REVISION / REVISED RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S SA SUPPLY AIR SAF SELFADHERED FLASHING SAM SELFADHERED MEMBRANE SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FEET/FOOT SHT SHEET SHR SHOWER SIM SIMILAR SPEC SPECIFICATION SPR SPRINKLER SPKR SPEAKER SQ SQUARE SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUBCAT SUBCATEGORY SUSP SUSPENDED SYS SYSTEM T T&G TONGUE AND GROOVE TB TOWEL BAR TEL TELEPHONE OR TELECOM TEMP TEMPERATURE THK THICKNESS THRES THRESHOLD THRU THROUGH TO TOP OF (SEE OTHER WORD) TOS TOP OF SLAB, TOP OF STRUCT TOSTL TOP OF STEEL TV TELEVISION TOW TOP OF WALL TYP TYPICAL U UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED V VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD W W/ WITH WC WATER CLOSET WD WOOD WDW WINDOW W/O WITHOUT WP WATERPROOFING WPM WATERPROOF MEMBRANE WK WORK WRB WEATHER RESISTANT BARRIER WSCT WAINSCOT WT WEIGHT R RA RETURN AIR RAD RADIUS RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REC RECESSED REF REFERENCE REFL REFLECTED / REFLECTIVE / REFLECT REFR REFRIGERATOR REINF REINFORCED / REINFORCING REQ REQUIRE / REQUIRED RESIL RESILIENT REV REVISION / REVISED RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S SA SUPPLY AIR SAF SELFADHERED FLASHING SAM SELFADHERED MEMBRANE SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FEET/FOOT SHT SHEET SHR SHOWER SIM SIMILAR SPEC SPECIFICATION SPR SPRINKLER SPKR SPEAKER SQ SQUARE SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUBCAT SUBCATEGORY SUSP SUSPENDED SYS SYSTEM T T&G TONGUE AND GROOVE TB TOWEL BAR TEL TELEPHONE OR TELECOM TEMP TEMPERATURE THK THICKNESS THRES THRESHOLD THRU THROUGH TO TOP OF (SEE OTHER WORD) TOS TOP OF SLAB, TOP OF STRUCT TOSTL TOP OF STEEL TV TELEVISION TOW TOP OF WALL TYP TYPICAL U UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED V VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD W W/ WITH WC WATER CLOSET WD WOOD WDW WINDOW W/O WITHOUT WP WATERPROOFING WPM WATERPROOF MEMBRANE WK WORK WRB WEATHER RESISTANT BARRIER WSCT WAINSCOT WT WEIGHT THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued G102 ABBREVIATIONS, SYMBOLS & LEGENDS 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 No. Date Issued Revision Description 48 " M A X MAX 20" 44 " M A X >20" - 25" 48 " M A X MAX 10" MIN 15 " 48 " M A X MAX 10" 34 " M A X 46 " M A X MAX 24" 34 " M A X OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH LIGHTING, ENVIRONMENTAL & APPLIANCE CONTROLS, AND FIRE ALARM PULL STATIONS ELECTRICAL OUTLET/SWITCHES AND COMMUNICATION SYSTEM RECEPTACLES 48 " M A X TO T O P O F O U T L E T , SW I T C H O R P U L L TO T O P O F O U T L E T O R SW I T C H L O C A T E D A T BA C K W A L L O V E R CO U N T E R T O P 15 " M I N 46 " M A X 8" MIN 11" MIN 9" M I N KNEE AND TOE CLEARANCE AT FORWARD APPROACH CIRCUIT PANEL TOP SWITCH OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH 36 " M A X A T T Y P E B 34 " M A X ELECTRICAL OUTLET/SWITCHES ABOVE CABINETS-PARALLEL APPROACH 27 " M I N 34 " M A X 6" (17" MIN FROM FRONT) CLEAR FLOOR SPACE MEASURED FROM THIS LINE TO T O P O F O U T L E T O R SW I T C H L O C A T E D A T BA C K W A L L O V E R KN E E S P A C E 44 " M A X ELECTRICAL OUTLET/SWITCHES ABOVE CABINETS-FRONT APPROACH 34 " OPEN NOTE: DIMENSION IS MEASURED TO THE CONTROL OF THE DEVICE 67 " M I N 16" MIN, 18" MAX 60" MIN NO FIXTURES ALLOWED IN THIS AREA FLUSH CONTROL LOCATED ON OPEN SIDE OF TOILET MA X 24 " FORWARD APPROACH WITH KNEE AND TOE CLEARANCE REQUIRED DOOR MAY SWING INTO REQUIRED CLEARANCES WHEN 30" x 52" CLEAR SPACE BEYOND THE SWING OF THE DOOR IS PROVIDED DOOR MUST MEET MANEURVERING CLEARANCES PER SHEET G3.31 TOP OF SINK 34" AFF MAX MIN 24" MIN 12" 42 " M I N MA X 12 " 39 " - 4 1 " 18 " M I N 17 " - 1 9 " 24" MIN 27 " M I N . 34 " M A X . 40 " M A X . MIRROR 15" MIN INSULATION 42" MAX 33 " - 3 6 " RE Q U I R E D F O R T O E CL E A R A N C E 6 0 4 . 9 . 5 . 1 SECTION 603 OF ICC A117.1 - 2017 WATER CLOSETS - SECTION 604 LAVATORIES - SECTION 606 WATER CLOSET SHALL BE POSITIONED WITH A WALL TO THE REAR AND TO ONE SIDE BOTTOM OF MIRROR (REFLECTIVE SURFACE) 54 " M I N 6" MAX. 1 1 / 2 " M I N PROTRUDING DISPENSER REAR WALL ELEVATION SIDE WALL ELEVATION PLAN CL 12" MAX 42" MIN24" MIN 12" MIN 6" MAX TURNING CLEARANCE REQUIRED MAY INCLUDE KNEE AND TOE CLEARANCES PER 1/G3.31 IF BOTH CLOSER AND LATCH ARE PROVIDED 32" MIN. 2 1 36" STANDARD DOOR REQUIRED FOR 32" MIN. CLEAR OPENING WIDTH BEVEL CHANGES IN LEVEL MAX. VERTICAL RISE 2 1 CARPET ON FLOOR SURFACE HEIGHT CHANGES AND FLOOR SADDLES CLEAR OPENING WIDTH SWINGING DOOR FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE (OPTION 1) HINGE APPROACH, PULL SIDE (OPTION 2) LATCH APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE 2 DOORS IN A SERIES 60 " M I N . 52 " M I N . 12" MIN. 36" MIN 60 " M I N 42" MIN 24" MIN. 42 " M I N 22" MIN.42 " M I N 24" MIN 54 " M I N 64" MIN. 60 " M I N . 1/2 " M A X 1/ 4 " M A X 1/4 " M A X 1 / 4 " M A X 1/2 " M A X 1/2 " M A X 3/ 4 " M A X A T S L I D I N G DO O R S A T T Y P E B U N I T S 18" NO EXTRA CLEARANCE REQUIRED WITHOUT CLOSER 54 " M I N IF C L O S E R PR O V I D E D 48 " M I N WIT H O U T C L O S E R 48 " M I N IF C L O S E R P R O V I D E D WIT H O U T C L O S E R WIT H O U T C L O S E R 48 " M I N IF C L O S E R P R O V I D E D TURNING SPACE BETWEEN DOORS NTS11ACCESSIBILITY - REACH RANGE & KNEE / TOE SPACE REQUIREMENTS THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued G201 ACCESSIBILITY INFORMATION 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 NTS9ACCESSIBILITY - TOILET & ACCESSORIES NTS2ACCESSIBLE ROUTE & MANEUVERING CLEARANCES AT DOORS No. Date Issued Revision Description UP DN 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B COFFEE BAR 100 RESTROOM 102 WORK AREA 101 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 A202 9 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" 0306 0611 S1A S3 A S2A W 3A W 11 W 11 W 3A W 3A D2 A D3A D1A D4A D4A B 2' 4' 8'0 2"0 2202 0501 1101 3' - 10" CLCL 5' - 8" 6' - 0" CL 4' - 6 " 3' - 7 " 0504 A2A1 3' - 7" CLEAR 3' - 3" CLEAR 2' - 11" CLEAR 2' - 11" 0501 0501 0501 0802 0501 0501 0611 0306 2201 0615 1101 10 / A901 12 / A 9 0 1 11 / A901 1' - 0 " 3' - 8 1 / 2 " 2302 2301 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B S1B S3 B S2B 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 STORAGE LOFT 201 OPEN BELOW 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" Q1 0611 0507 0615 2' 4' 8'0 2"0 W 2 W 2 W 11 W 11 10 / A901 12 / A 9 0 1 11 / A901 CL 7' - 0" DS THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Scale Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued 1/4" = 1'-0" A201 OVERALL FLOOR PLAN 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 SHEET KEYNOTES NUMBER DESCRIPTION 0306 18" SQUARE x 3'-0" HIGH CONCRETE PLINTH / BASE FOUNDATION 0501 STEEL POST PER STRUCTURAL PAINTED FINISH. 0504 60" HIGH STEEL BOLLARDS RATED FOR VEHICULAR IMPACT. 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0611 HEAVY TIMBER POST PER STRUCTURAL 0615 WOOD STAIR WITH TREAD FINISH TO MATCH WOOD FLOOR. PROVIDE WALL MOUNTED HANDRAIL WHERE APPLICABLE AND FLOOR MOUNTED GUARD WITH HANDRAIL WHEN NECESSARY. 0802 ALUMINUM STOREFRONT SYSTEM 1101 REFRIGERATOR, ENERGY STAR AND ACCESSIBILITY RATED. OWNER FINAL SELECTION. 2201 THREE (3) COMPARTMENT CORNER STAINLESS STEEL PEDESTAL SINK. OWNER FINAL SELECTION. 2202 FLOOR MOUNTED STAINLESS STEEL WORK / MOP SINK. OWNER FINAL SELECTION. 2301 OUTDOOR HEAT PUMP EQUIPMENT. PROVIDE CLEARANCE REQUIREMENT AS REQUIRED BY MANUFACTURER & MODEL TYPE. BASIS OF DESIGN: MITSUBISHI OUTDOOR MUZ-GS24. 2302 INDOOR SPLIT SYSTEM WALL MOUNTED FAN COIL UNIT. PROVIDE CLEARANCE & MOUNTING HEIGHT REQUIREMENTS PER MANUFACTURER & MODEL TYPE. BASIS OF DESIGN: MITSUBISHI INDOOR MSZ-GS24. 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0"2 LOFT LEVEL FLOOR PLAN PROJECT NORTH No. Date Issued Revision Description 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" LINE OF BUILDING BELOW 0715 0704 6' - 0"6' - 0" 10' - 0" 3' - 0 " 3' - 0 " 2" / 1'-0" 2' 4' 8'0 2"0 3 3 B B A202 10 A1 D2 A 7' - 3 " 7' - 6" CL 5' - 10 7/8" 1' - 7 1/8" 3" 2204 1001 100350 CFM VENT TO OUTSIDE CEILING EXHAUST FAN 2203 0301 MAIN LEVEL 0' - 0" 2203 2' - 1 0 " 3' - 0 " 1001 2204 4' - 0 " 1002 RE F L E C T I V E S U R F A C E ) 3' - 3 " ( 3 ' - 4 " M A X . T O B O T . O F 3 ' - 6 1 / 4 " 6' - 9 1 / 4 " A1 1003 THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued A202 ROOF, RESTROOM PLAN & ELEVATION 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 1/4" = 1'-0"1 ROOF PLAN 1/2" = 1'-0"9 RESTROOM ENLARGED PLAN SHEET KEYNOTES NUMBER DESCRIPTION 0301 CONCRETE SLAB ON GRADE (PER STRUCTURAL) OVER VAPOR BARRIER AND 6" GRANULAR BASE. 0704 STANDING SEAM METAL ROOF. REFER TO BUILDING MATERIAL FINISH SCHEDULE & LEGEND. 0715 ALUMINUM HALF ROUND GUTTER WITH DOWNSPOUT & RAIN GUARDS, TYPICAL. PAINTED FINISH. 1001 GLASS SHOWER ENCLOSURE & DOOR 1002 MIRROR 1003 TISSUE PAPER HOLDER 2203 WALL MOUNTED LAVATORY SINK. PROVIDE FAUCET & PROTECTIVE P-TRAP WRAP. OWNER FINAL SELECTION. 2204 ELONGATED TOILET. PROVIDE TISSUE PAPER DISPENSER AND GFCI OUTLET ADJACENT FIXTURE. 1/2" = 1'-0"10 RESTROOM INTERIOR ELEVATION PROJECT NORTH No. Date Issued Revision Description 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" 0507 0611 0612 0507 100 COFFEE BAR 102 RESTROOM 101 WORK AREA 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" 0704 2" / 1'-0" CEILING PLAN NOTES LIGHT FIXTURES, EXHAUST FANS, SMOKE DETECTORS AND SWITCH LOCATIONS ARE GENERAL GRAPHIC REPRESENTATION OF THE DESIGN INTENT AND ARE NOT INTENDED AS LITERAL DEPICTIONS OF ACTUAL CONDITIONS AND FRAMING LOCATIONS. APPROVED ELECTRICAL AND FRAMING SHOP DRAWINGS ALWAYS TAKE PRECEDENCE OVER CEILING PLAN. THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Scale Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued 1/4" = 1'-0" A203 CEILING PLAN 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 1/4" = 1'-0"1 LEVEL 1 CEILING PLAN 1/4" = 1'-0"2 LEVEL 2 CEILING PLAN SHEET KEYNOTES NUMBER DESCRIPTION 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0611 HEAVY TIMBER POST PER STRUCTURAL 0612 HEAVY TIMBER SUPPORT PER STRUCTURAL 0704 STANDING SEAM METAL ROOF. REFER TO BUILDING MATERIAL FINISH SCHEDULE & LEGEND. PROJECT NORTH No. Date Issued Revision Description MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" 1234 T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 75" TV MOUNTED FROM CEILING INSIDE 25 ' - 0 " 8' - 0 " 10 1 / 4 " 7' - 6 " 8 ' - 7 3 / 4 " 2 " / 1 2 " 0611 S1B 11.23° 0616 0610 Q1 S1A 0504 0401 0612 0610 0801 0402 0702 0802 MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" A B T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 75" TV MOUNTED FROM CEILING INSIDE S3B S3A 25 ' - 0 " 8' - 7 3 / 4 " 7 ' - 6 " 10 1 / 4 " 8' - 0 " 10 ' - 6 " 0702 0802 0704 0507 PERSPECTIVE VIEW PERSPECTIVE VIEW THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued A301 BUILDING ELEVATIONS 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 SHEET KEYNOTES NUMBER DESCRIPTION 0401 STONE VENEER WALL CLADDING FROM GC SOURCE MANUFACTURER & OWNER SELECTION 0402 STONE VENEER CAP PER MANUFACTURER 0504 60" HIGH STEEL BOLLARDS RATED FOR VEHICULAR IMPACT. 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0610 GLULAM BEAM PER STRUCTURAL 0611 HEAVY TIMBER POST PER STRUCTURAL 0612 HEAVY TIMBER SUPPORT PER STRUCTURAL 0616 2x WOOD TRIM PAINTED TO MATCH METAL STANDING SEAM & SIDING COLOR. 0702 HARDIE FIBER CEMENT PANEL WITH REVEALS, PAINTED FINISH. 0704 STANDING SEAM METAL ROOF. REFER TO BUILDING MATERIAL FINISH SCHEDULE & LEGEND. 0801 VINYL WINDOW SYSTEM PER SCHEDULE 0802 ALUMINUM STOREFRONT SYSTEM 1/4" = 1'-0"1 NORTH BUILDING ELEVATION 1/4" = 1'-0"2 WEST BUILDING ELEVATION No. Date Issued Revision Description MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" 1 2 3 4 T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 75" TV MOUNTED FROM CEILING INSIDE 0504 0612 0402 0401 0701 0702 0610 0611 0802 2" / 1'-0" 7' - 0 " MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" AB T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 0704 0507 0715 0701 0710 0401 THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued A302 BUILDING ELEVATIONS 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 SHEET KEYNOTES NUMBER DESCRIPTION 0401 STONE VENEER WALL CLADDING FROM GC SOURCE MANUFACTURER & OWNER SELECTION 0402 STONE VENEER CAP PER MANUFACTURER 0504 60" HIGH STEEL BOLLARDS RATED FOR VEHICULAR IMPACT. 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0610 GLULAM BEAM PER STRUCTURAL 0611 HEAVY TIMBER POST PER STRUCTURAL 0612 HEAVY TIMBER SUPPORT PER STRUCTURAL 0701 TONGUE & GROOVE THERMALLY MODIFIED WOOD SIDING CLADDING PER OWNER SELECTION. BASIS OF DESIGN: UFP EDGE, PINE LOST TRAIL FINISH. 0702 HARDIE FIBER CEMENT PANEL WITH REVEALS, PAINTED FINISH. 0704 STANDING SEAM METAL ROOF. REFER TO BUILDING MATERIAL FINISH SCHEDULE & LEGEND. 0710 METAL COPING TO MATCH ADJACENT WALL FINISH, TYPICAL. 0715 ALUMINUM HALF ROUND GUTTER WITH DOWNSPOUT & RAIN GUARDS, TYPICAL. PAINTED FINISH. 0802 ALUMINUM STOREFRONT SYSTEM 1/4" = 1'-0"1 SOUTH BUILDING ELEVATION 1/4" = 1'-0"2 EAST BUILDING ELEVATION No. Date Issued Revision Description MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" FOUNDATION -3' - 2" FOUNDATION -3' - 2" A B T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 100 COFFEE BAR 25 ' - 0 " 8' - 7 3 / 4 " 7 ' - 6 " 10 1 / 4 " 8' - 0 " MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" FOUNDATION -3' - 2" A B T.O.ROOF 25' - 0" 101 WORK AREA 201 STORAGE LOFT MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" FOUNDATION -3' - 2" FOUNDATION -3' - 2" 1 2 3 4 T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 101 WORK AREA 201 STORAGE LOFT 100 COFFEE BAR 2" / 1'-0" SECTION NOTES BUILDING SECTIONS ARE A GENERAL GRAPHIC REPRESENTATION OF THE BUILDING STRUCTURE AND ARE NOT INTENDED AS LITERAL DEPICTIONS OF ACTUAL CONDITIONS. SEE STRUCTURAL DRAWINGS FOR DETAIL AND MEMBER CALLOUTS. STRUCTURAL DRAWINGS ALWAYS TAKE PRECEDENCE OVER BUILDING SECTIONS. THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued A401 BUILDING SECTIONS 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 1/4" = 1'-0"1 BUILDING SECTION 01 1/4" = 1'-0"2 BUILDING SECTION 02 1/4" = 1'-0"3 BUILDING SECTION 03 No. Date Issued Revision Description FOUNDATION CONCRETE WALLW 1 TYPICAL INTERIOR PARTITION - 2x4 STUDW 11 FIBER CEMENT PANEL ON WOOD FRAMING (JH ARCTIC WHITE) EXTERIOR INTERIOR W 1 INTERIOR PARTITION - 2x6 STUDW 12 1/2" GYPSUM WALL BOARD 2X4 WOOD STUDS @ 16" O.C. 1/2" GYPSUM WALL BOARD CAST-IN-PLACE CONCRETE, PER STRUCTURAL (8" THICK SHOWN) 1/2" GYPSUM WALL BOARD 2X6 WOOD STUDS @ 16" O.C. 1/2" GYPSUM WALL BOARD FIBER CEMENT PANEL OVER WEATHER RESISTANT BARRIER APPROVED & INSTALLED PER SIDING MANUFACTURER 2x6 FRAMING @16" O.C. WITH 5 1/2" BATT INSULATION (R-21 MIN) 1/2" GYPSUM WALL BOARD PLYWOOD SHEATHING PER STRUCTURAL (3/4" THICK SHOWN) MOISTURE VAPOR BARRIER PRIMER TONGUE & GROOVE WOOD SIDING ON WOOD FRAMINGW 2 TONGUE & GROOVE THERMALLY MODIFIED WOOD SIDING CLADDING OVER WEATHER RESISTANT BARRIER 2x6 FRAMING @16" O.C. WITH 5 1/2" BATT INSULATION (R-21 MIN) 1/2" GYPSUM WALL BOARD PLYWOOD SHEATHING PER STRUCTURAL (3/4" THICK SHOWN) MOISTURE VAPOR BARRIER PRIMER STONE VENEER ON WOOD STUD FRAMINGW 3A STONE VENEER, CLIFFSTONE-BANFF SPRINGS (ELDORADO STONE OR EQUAL) 2x6 FRAMING @16" O.C. WITH 5 1/2" BATT INSULATION (R-21 MIN) 1/2" GYPSUM WALL BOARD PLYWOOD SHEATHING PER STRUCTURAL (3/4" THICK SHOWN) MOISTURE VAPOR BARRIER PRIMER MORTAR SCRATCH COAT PER MANUFACTURER MORTAR SETTING BED PER MANUFACTURER A SINGLE SWING PANELLED DOOR B PANELLED SURFACE SLIDER / BARN DOOR SCHED PER PE R S C H E D U L E SCHED PER PE R S C H E D U L E A1 FIXED WINDOWS A2 FIXED WINDOWS PE R B U I L D I N G E L E V A T I O N HE A D H E I G H T Q1 FIXED WINDOWS 2' - 0"4' - 0"7' - 6" 1' - 6 " 1' - 6 " 2' - 6 " 2' - 6"2' - 6"2' - 6" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" 23 S1A S1B 10 ' - 0 " 8' - 0 " 6' - 0 5 / 8 " 3' - 6 1/2" 6' - 0" 2' - 1 1/2" 11' - 8" 3' - 6 1/2" 3' - 1 1/2" 5' - 0" 3' - 6 " 3 ' - 7 " 2 ' - 1 1 " 2 " / 1 '-0 " 3' - 6 " 3 ' - 7 " C SLIDING DOOR 2 3 S2B S2A 6' - 6 " 3 ' - 6 " 10 ' - 0 " 8' - 0 " 6' - 0 5 / 8 " 2' - 1 1 " 3 ' - 7 " 3 ' - 6 " 11' - 8" 2' - 1 1/2" 6' - 0" 3' - 6 1/2" 5' - 0" 3' - 1 1/2" 3' - 6 1/2" C SLIDING DOOR MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" A B S3B S3A 10 ' - 0 " 8' - 1 " 13' - 11" 3' - 6" 6' - 11" 3' - 6" 3' - 6" 6' - 11" 3' - 6" 3' - 6 " 6 ' - 6 " THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued A901 WALL TYPES, DOOR & WINDOW SCHEDULES 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 6.3.2024 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 DOOR TYPE SCHEDULE DOOR NO.DOOR ELEVATION TYPE NO.QUANTITY DOOR PANEL DOOR FRAME EXTERIOR MIN. U-FACTOR MANUFACTURER (BASIS OF DESIGN)NOTESWIDTH HEIGHT MATERIAL FINISH GLAZING TYPE TYPE MATERIAL FINISH D1A A 1 3' - 0" 6' - 8" FIBERGLASS OWNER SELECTION SEE DOOR ELEV WOOD X 0.28 JELDWEN D2A A 1 3' - 0" 6' - 8" SOLID WOOD PAINTED WHITE SEE DOOR ELEV WOOD PAINTED WHITE JELDWEN D3A B 1 3' - 0" 6' - 8" SOLID WOOD PAINTED WHITE SEE DOOR ELEV WOOD PAINTED WHITE JELDWEN D4A C 2 3' - 0" 7' - 0" ALUM CLEAR ANNODIZED G-1 SEE STOREFRONT ALUM CLEAR ANNODIZED X 0.28 KAWNEER / US ALUMINUM PER MANUFACTURER WINDOW TYPE SCHEDULE WINDOW NO.SIZE QUANTITY TOTAL AREA (SQ.FT.)U-FACTOR AREA x U-FACTOR FRAME GLAZING MANUFACTURER (BASIS OF DESIGN) MODEL (BASIS OF DESIGN) NOTESWIDTH HEIGHT MATERIAL FINISH Q1 7' - 6" 2' - 6" 1 19 SF 0.28 5 SF VINYL BLACK GL-1 JELDWEN V-4500 (PREMIUM) ALTERNATE: GC SOURCED A1 2' - 0" 1' - 6" 1 3 SF 0.28 1 SF VINYL BLACK GL-1 JELDWEN V-4500 (PREMIUM) ALTERNATE: GC SOURCED A2 4' - 0" 1' - 6" 1 6 SF 0.28 2 SF VINYL BLACK GL-1 JELDWEN V-4500 (PREMIUM) ALTERNATE: GC SOURCED 1/4" = 1'-0"2 DOOR TYPES ELEVATION 1/4" = 1'-0"3 WINDOW TYPES ELEVATION 1/4" = 1'-0"10 S1A / S1B STOREFRONT ELEVATION 1/4" = 1'-0"11 S2A / S2B STOREFRONT ELEVATION 1/4" = 1'-0"12 S3A / S3B STOREFRONT ELEVATION No. Date Issued Revision Description CRITERIA 1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. DESIGN LOAD CRITERIA GROUND SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . pg=25 PSF FLAT ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . pf =20 PSF FLOOR LIVE LOAD (RESIDENTIAL GARAGE) . . . . . . . . . . . . . . . . . . . . 40 PSF WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .GCpi=0.18, 110 MPH, EXPOSURE "B" EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs =3.22 KIPS (ULTIMATE) SITE CLASS=D, Ss=1.285g, SDS=1.028g, S1=0.464g, SD1=0.568g, Cs=0.158, SDC D, Ie=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 2.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUSTBE VERIFIED. 4.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE EXCAVATION SLOPES AND ALL TEMPORARY EXCAVATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH PART N OF WAC 296-155. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER. 9.ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. STEEL AND CONCRETE CONSTRUCTION MANUFACTURED LUMBER (GLULAM'S PSL'S, LSL'S, LVL'S) 11.CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 12.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 13.SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. FOUNDATION NOTES: GEOTECHNICAL REPORT - PROVIDED BY MBGS MUD BAY GEOTECHNICAL SERVICE 1001 Cooper Point Rd SW, STE 140 PMB 108 | Olympia, WA 98502 | 360.481.9784 Subject: Site Development Geotechnical Report 407 E Yelm Ave, Yelm, WA 98597 Parcel #22719342700 "Shallow strip footings or mat/slab foundations are anticipated to support the new structure. Based on the observed soil conditions, we recommend locating the bottom of the new footings and mat/slab foundations on the native soil deposits at a minimum depth of approximately 6 inches below the existing ground surface. Prior to placement of concrete, the footing subgrade should be cleared and grubbed, and the exposed native subgrade soils should be compacted in place. The subgrade should be inspected for any pockets of loose material. Loose material should be compacted in place to a firm and unyielding condition or removed and replaced with a minimum of 6-inches of CSBC. The CSBC should be placed in layers no greater than 6-inches and compacted to at least 95 percent of the maximum dry density. Footings bearing on a subgrade prepared as described above can be designed using a maximum allowable bearing percent of the maximum dry density. Footings bearing on a subgrade prepared as described above can be designed using a maximum allowable bearing pressure of 1,500 psf. The maximum allowable bearing pressure may be increased by up to one-third for short-term transient loading conditions such as wind and seismic loading. We anticipate that total settlement will not exceed one inch, and differential settlement along an equivalent 50-foot length of footing will not exceed half of the total settlement. The settlement is expected to be elastic and will occur as the footings are loaded. We recommend footing subgrade preparation be evaluated by Mud Bay Geotechnical Services, LLC prior to placement of concrete. Foundation subgrade preparation should not be performed during periods of wet weather. We recommend staging the foundation subgrade excavation,compaction of native subgrade soils, and placement of CSBC to limit the time the foundation subgrade is exposed to weather." ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,500 PSF CONCRETE 14.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 4,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494,AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. 15.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. 16.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) . . . . . . . . . . .1-1/2" SLABS AND WALLS (INT. FACE). . . . . . . . . . . . . . . . . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" WOOD 17.FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED INCONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS (2X & 3X MEMBERS) HEM-FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI (6X MEMBERS) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR-LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM-FIR NO. 2 ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. 18.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 19.MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.0E) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.0E) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG GENERAL STRUCTURAL NOTES G1.0 2021 STEEL 28.WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 42 KSI (ROUND), Fy = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A325-N UNO. 29.ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT-LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 21.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 22.WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 16d BOX 3-1/2" 0.135" IF CONTRACTOR OR OWNER PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 23.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 12" (NOMINAL) WITH SPAN RATING 32 16. FLOOR SHEATHING SHALL BE 3 4" (NOMINAL) WITH SPAN RATING 48 24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0 . REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 24.WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B.WALL FRAMING: ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON-CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON-CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON-CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C.WALL ANCHORAGE: EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE-ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPOXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-1772. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. D.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON-CENTER UNLESS OTHERWISE NOTED. STEEL 30. SPECIAL INSPECTION AND TESTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS17049 AND 1705.12 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION TYPE CONT. SPECIAL INSPECTION PERIODICAL SPECIAL INSPECTION IBC REFERENCE CONCRETE PLACEMENT not required for 2500 psi conc not required for 2500 psi conc Exception1705.3.2.3 AT CONCRETE CONSTRUCTION REINFORCEMENT AT CONCRETE CONSTRUCTION see above see above see above. STEEL CONSTRUCTION _ X 1705.2 INSTALLATION OF STEEL ANCHORS CAST IN CONCRETE AND MASONRY --X 1705.1.1,1705.3, 1705.4,1705.12, FOR LEVEL 2 SEC 1.6, LVL 2, TMS602-16 MASONRY CONSTRUCTION, INCLUDING MORTAR, REINFORCEMENT, AND STRUCTURAL CONNECTIONS --X 1705.4, TMS 402-16 SECTIONS 2.2 AND 3.1, AND TMS 602-16 SECTION 1.6A GROUT PLACEMENT AT MASONRY CONSTRUCTION X -- 1705.4, TMS 402-16 SECTIONS 2.2 AND 3.1, AND TMS 602-16 SECTION 1.6A. EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER PER MANUFACTURER 1705.1.1 EPOXY GROUTED INSTALLATIONS PER MANUFACTURER PER MANUFACTURER 1705.1.1 FASTENING AT WOOD-FRAMED, -- LATERAL FORCE-RESISTING SYSTEM X 1705.11.1 AND 1705.12.2. SIMPSON STRONG WALL SYSTEM 31. SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THIS SECTION AND IBC TABLE 1705.6. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. TYPE CONT. SPECIAL INSPECTION PERIODICAL SPECIAL INSPECTION IBC REFERENCE Verify materials below shallow foundations are adequate to --X 1705.6 achieve the design bearing capacity. Verify excavations are extended to proper depth and have reached --X 1705.6 roper material. Perform classification and testing of compacted fill materials. --X 1705.6 Verify use of proper materials, densities and lift thicknesses during placement and X --1705.6 compaction of compacted fill. Prior to placement of compacted fill, inspect subgrade and verify that site --X 1705.6 has been prepared properly. Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG GENERAL STRUCTURAL NOTES G1.1 1 1 A A 2 2 3 3 4 4 B B FULL HT HSS 6x4x1/4 COLUMN TYP. SIX (6) LOCATIONS 4'-0" 4' - 0 " 4" SLAB ON GRADE w/#4@18"oc EA WAY 4" SLAB ON GRADE w/#4@18"oc EA WAY 1 S1 . 1 1 S1 . 1 3 S1.1 4 S1.1 ST H D 1 4 ST H D 1 4 ST H D 1 4 ST H D 1 4 STHD14 ST H D 1 4 4'-0" 4' - 0 " PLAN NOTES: 1.DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2.ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3.TYPICAL HEADER SIZE SHALL BE 4x8 DF NO.2, UNO. 4.TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6@16"OC , UNO. 5.UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 6.PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING STUDS. 7.ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. 8.PROVIDE 1/2"Ø WELDED THREADED STUD@24"OC ON STEEL MEMBERS FOR WOOD NAILERS, TYP. 9.REFER TO GENERAL NOTES FOR MORE INFORMATION. 8.THE FLOOR TRUSSES SHALL HAVE MINIMUM 40/10/0/5 = 55 PSF @ 0% FLOOR LOAD LEGEND: SP A N N I N G EXTENT WALL ABOVE STHD14 HOLDDOWN AT BOTTOM OF WALL CONC STEM WALL AND FDN CONTROL JOINTCJ SW1 SHEARWALL TYPE Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN 42309 C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG FOUNDATION PLAN S1.0 FOUNDATION PLAN SCALE: 1/4"=1' Plan 1' - 6 " m i n 8" 6 " m i n 1'-6" P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5 8" Ø @48"OC ELSEWHERE) SLAB ON GRADE PER PLAN #4@18"oc VERT (ALT BENDS) #4@12"oc HORIZ (2) #4 AT BOTTOM ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GEN NOTES. HOLDOWN (WHERE OCCURS) PER PLAN w/A.B. PER HOLDOWN SCHEDULE PANEL EDGE NAILING AT HOLDOWN STUDS SHEAR WALL PER PLAN (2)#4 CONT. AT TOP (1 EA SIDE OF ANCHOR) 1'-6" 1' - 0 " 7 9 °3" 3" 11 1 2" 11 2" 4'-0" 1/2" x 12" x12" BASE PL w/ (6) 1"Ø x16" long welded threaded anchors with nuts 3/8" t welded seat plate ea side of post w/(6) through bolts 2'-0" 5'-0" long x 4'-0"wide x18" FTG w/#5@12" oc ea way top and bottom 3" 1' - 6 " 18"sqx3'-0" CONC PLINTH w/ (8)#8 VERT xL and #3 stirrups (1"oc top 10 stirrups and 3"oc elsewhere) 2'-0" A - A PLAN VIEW A A 1' - 6 " 1'-6" TYP 1/4 TYP 1/4 3" ALTERNATE HOOK LOCATION 81 4" A - A PLAN VIEW 1' - 0 " 9" 112" 11 2" A A CONC PLINTH TO MATCH BASE PL 1" NON SHRINK GROUT 7" ENCLOSE AB IN #4 x L REINF #3 TIES @ 6"oc TOP THREE STRIRRUPS @2"OC TYP 1/4 Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN 42309 C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG FOUNDATION FRAMING DTLS S1.1 WOOD WALL TO CONC. FOUNDATION SCALE:NTS1WOOD WALL TO INTERIOR FOOTING SCALE:NTS2 TIMBER POST TO CONC PLINTH SCALE:NTS3HSS POST TO CONC PLINTH SCALE:NTS4 3' - 0 " m a x . 2'-0" min. 4" 6" 3- 1 / 2 " c l r . m i n . th r u t h i s a r e a PIPE SLEEVES AS REQD. 1'-6" min EXCAVATION NOT ALLOWED BELOW THIS LINE 1 1 do n o t p a s s p i p e s PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN 18" x 112" PRE-MOLDED CONT. MASTIC JOINT STRIP (joint may be saw cut at contractor's option) CUT ALTERNATE WIRES AT JOINT SEE PLAN FOR SLAB THICKNESS AND REINFORCING PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 225 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. CONTROL JOINT BURKE "KEYKOLD" JOINT STOP REINF 1" CLEAR OF JOINT EA. SIDE SEE PLAN FOR SLAB THICKNESS AND REINFORCING CONTRUCTION JOINT SECOND POURFIRST POUR CROSS WALL CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (alt. hooks) VERT. BARS ADDITIONAL MATCH HORIZ. REINF. CORNER BARS TO CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. MATCH CROSS WALL CORNER BARS TO ADDITIONAL VERT. BARS CROSS WALL HORIZ. REINF. 2424BARS: TYP. CORNER TYP. CORNER BARS:2424 Single CurtainDouble Curtain Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG FOUNDATION FRAMING DTLS S1.2 PIPE AND TRENCH LOCATIONS SCALE:NTS3 TYP SLAB ON GRADE SCALE:NTS2 TYP CORNER BARS at CONC WALLS AND FTGS SCALE:NTS1 1 1 A A 2 2 3 3 4 4 B B HSS 6x4x1/4 or 3.5" x14" PSL HS S 6 x 4 x 1 / 4 or 3 . 5 x 1 4 P S L 14'-6" HSS 6x4x1/4 or 3.5x14 PSL 11 - 7 / 8 " T J I 2 1 0 @ 1 6 " o c 3. 5 x 1 1 - 7 / 8 L V L 4x6 POST w/BC46 AND CB46 14'-6" 3.5x11-7/8 LVL MC 1 0 x8 . 4 MC10 x8.4 MC 1 0 x8 . 4 MC 1 0 x8 . 4 MC10 x8.4 MC 1 0 x8 . 4 MC10 x8.4 MC 1 0 x8 . 4 MC 1 0 x8 . 4 MC10 x8.4 1 S2.1 1 S2 . 1 2x6 @12"oc BALLOON FRAMING SW1 SW1 SW1 SW1 SW1 SW1 SW 1 SW 1 36'-0" PLAN NOTES: 1.DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2.ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3.TYPICAL HEADER SIZE SHALL BE 4x8 DF NO.2, UNO. 4.TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6@16"OC , UNO. 5.UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 6.PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING STUDS. 7.ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. 8.PROVIDE 1/2"Ø WELDED THREADED STUD@24"OC ON STEEL MEMBERS FOR WOOD NAILERS, TYP. CS16 HOLDDOWN STRAP AT BOT OF SHEARWALL SW1 LEGEND: NON-BEARING WALL BELOW STRUCTURAL WALL (BEARING AND/OR SHEARWALL) SP A N N I N G EXTENT WALL ABOVE SHEARWALL TYPE EXTEND HEADER OVER WALL PIER H1 Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG UPPER FLR FRAMING PLAN S2.0 LOFT FLR FRAMING PLAN SCALE: 1/4"=1' N Plan SHEARWALL KEY PLAN (UPPER FLOOR WALLS) HOLDOWN PER PLAN SHEARWALL PER PLAN A35 PER SHEARWALL SCHEDULE (5)8d INTO EA. BLOCK JOIST DIRECTION PER PLAN HEADER/BEAM PER PLAN 8d @ 6"oc 3/4" APA RATED PLWD T&G SHEATHING LEAVE ONE END UNNAILED TILL COVERING LSL RIM JOIST PPROVIDE EDGE NAILING AT ALL HOLDOWN STUDS VERT GRAIN SOLID BLKG AT HOLDOWN STUDS (2)16d TOENAILS AT EACH BLOCK/ JOIST TO TOP PL A35 PER SHEARWALL SCHEDULE (4)8d INTO EA. BLOCK JOIST OR BEAM PER PLAN (2)16d TOENAILS THRU HEADER/BEAM PER PLAN EACH BLOCK 3/4" APA RATED PLYWOOD T&G SHEATHING LSL RIM JOIST SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE TJI BLOCKING @48"oc STRAP HOLDOWN PER PLAN LEAVE ONE END UNNAILED TILL COVERING VERT GRAIN SOLID BLKG AT HOLDOWN STUDS L3x3x1/4 x10" angle welded to hss column w/(3) 3/4" BOLTS WT5x15 1"Ø SCH40 PIPE w/1/4"x4" PL ea end and 1"Ø bolt L4x4x1/4 MC10x8.4 PER PLAN L3x3x1/4 ea side 1.5B20-(GAUGE 20) STEEL ROOFING 1/4" x 3-1/4" w x 9" U welded beam bracket w/(2)3/4" THROUGH BOLTS 31 4" 9" HSS COLUMN PER PLAN TYP 1/4 2" 3" 51 2" HSS COLUMN PER PLAN 6X6 KNEE BRACE 1/4"x5-1/2"w PL EA SIDE OF POST with 1/4" SEAT PL TYP 1/4 Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG FLOOR FRAMING DTLS S2.1 TJI JOIST TO WALL SCALE:NTS1 (B) PARALLEL TO WALL(A) PERPENDICULAR TO WALL STL CANOPY TO HSS SCALE:NTS2WINDOW BEAM TO HSS SCALE:NTS3KNEE BRACE TO HSS SCALE:NTS4 TYP. STUDS BEAM OR HEADER PER PLAN WHERE OPENING IS LESS (6)16d A35 (at exterior walls only) OMIT @ HEADERS  6'-0" TYP. DOUBLE TOP PLATE THAN 6'-0" PROVIDE (1) BEARING STUD U.O.N. 2x10 @ 16"oc ALL TREAD AND RISER DIMENSIONS PER ARCH. 4x10 TREAD PER ARCH. MIN .7-1 / 2 " Typical Rise Typical Landing 2x12 STRINGER @ 24"oc max. NAIL END STRINGER TO FRAME WALL W/ (4)16d EA. STUD 3/4" PLYWOOD SHEATHING PER ARCH. 3/4" PLYWOOD KICK PLATE SHEARWALL PER PLAN STRAP HOLDOWN PER PLAN W/ (16)8d EA. END OF STRAP PLYWOOD SHEATHING FULL WIDTH VERTICAL REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES a JOIST OR TRUSS PER PLAN GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS PER PLAN 1' - 4 " m i n . 1' - 4 " m i n . BOTTOM CHORD SPLICE 16d @ 12"oc STAGGERED ELSEWHERE TOP CHORD SPLICE AT EACH SIDE OF SPLICE (8)16d @ 4"oc STAGGERED 6'-0" min. BETWEEN SPLICES SPLICE TO OCCUR AT CL ￿ OF VERT. STUD TYP. Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG TYP FRAMING DTLS S2.2 TYPICAL HEADER FRAMING SCALE:NTS3 TYPICAL STAIR RISER AND LANDING SCALE:NTS1TYPICAL CS/MST STRAP HOLDOWN SCALE:NTS2 TYPICAL TOP PL SPLICE SCALE:NTS4 1 1 A A 2 2 3 3 4 4 B B 5.125 x10.5 GLB 24F-V8 BEAM AT EAVE 5.125 x10.5 GLB 24F-V8 BEAM AT EAVE 10x10 HEAVY TIMBER POST TWO (2) LOCATIONS 5.125 x9 GLB 24F-V8 BEAM AT EAVE 5.125 x9 GLB 24F-V8 BEAM AT EAVE 2x 1 2 D F # 2 @ 2 4 " o c w / H 1 br a c k e t e a s i d e OR 1 2 " t S I P P A N E L S 12'-0" BACK SPAN 1 S3.1 2 S3.1 2 S3.1 15 ' - 0 " 4x10 DF#2 WINDOW HDR 4x10 DF#2 WINDOW HDR 4x10 DF#2 WINDOW HDR SW1 SW1 SW1 6x 1 0 PLAN NOTES: 1.DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN IN ARCHITECTURAL DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2.ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF BEAMS, AND FACE OF CONCRETE STEM WALL AND CONCRETE FLAT WORK. CENTER OF POSTS AND PIERS, 3.TYPICAL HEADER SIZE SHALL BE 4x8 DF NO.2, UNO. 4.TYPICAL EXTERIOR WOOD STUDS SIZE SHALL BE 2X6@16"OC , UNO. 5.UNLESS NOTIFIED OTHERWISE, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 6.PROVIDE SOLID VERTICAL GRAIN BLOCKING IN THE FLOOR FRAMING AT ALL BEARING STUDS. 7.ALL EXTERIOR WALLS SHALL BE SHEATHED AND NAILED AS SW1 IN SHEARWALL SCHEDULE, UNO. REFER TO SHEARWALL KEYPLAN. 8.PROVIDE 1/2"Ø WELDED THREADED STUD@24"OC ON STEEL MEMBERS FOR WOOD NAILERS, TYP. 9.REFER TO GENERAL NOTES FOR MORE INFORMATION. CS16 HOLDDOWN STRAP AT BOT OF SHEARWALL SW1 LEGEND: NON-BEARING WALL BELOW STRUCTURAL WALL (BEARING AND/OR SHEARWALL) NEW ROOF LINE SP A N N I N G EXTENT WALL ABOVE SHEARWALL TYPE Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG ROOF FRAMING PLAN S3.0 ROOF FRAMING PLAN SCALE: 1/4"=1' N Plan SHEARWALL KEY PLAN (UPPER FLOOR WALLS) 1 4 1 8 SHEARWALL SCHEDULE Mark Sheathing Panel Edge Nailing Top Plate Connection if TJI if 2xor LSL at Wood at Concrete Base Plate Connection SW1 SW2 SW3 SW4 1/2" CDX PLYWOOD 1/2" CDX PLYWOOD 1/2" CDX PLYWOOD 1/2" CDX PLYWOOD 8d @ 6"oc 8d @ 4"oc 8d @ 3"oc 8d @ 2"oc 16d @ 6"oc 16d @ 4"oc (2)rows 16d @ 6"oc (2)rows 16d @ 4 1/2"oc A35 @ 24"oc A35 @ 16"oc A35 @ 12"oc A35 @ 9"oc 16d @ 6"oc 16d @ 4"oc (2)rows 16d @ 4 1/2"oc 5/8"Ø A.B. @ 48"oc 5/8"Ø A.B. @ 32"oc 5/8"Ø A.B. @ 16"oc 5/8"Ø A.B. @ 12"oc4 2 3 5 6 2 3 4 5 6 8 2x OR LSL 16d NAILING PER SCHEDULE Detail A Detail B EDGE NAILING OVER EA. STUD 16d NAILING 16d NAILING PER SCHEDULE PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 & SW4 PER SCHEDULE 16d @ 3"oc 9 9 7 7 BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. 8d NAILS SHALL BE 0.131"Ø x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"Ø x 3 1/2" (box) EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" PLATE WASHERS. HOLDOWN THREADED ROD SHALL EMBED IN CONC AT LEAST 10". 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 AND SW4. REFER TO DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. 7/16" O.S.B. MAY BE SUBSITUTED FOR 1/2" CDX. LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS/OWNER'S OPTION. PLYWOOD EDGE 2x NAILER 1/4" x 6" w x U PLATE EA SIDE w/(2) 3/4"Ø THROUGH BOLTS 1'-0" 7" 1/4" x U bracket w/ (2) 3/4" Ø THROUGH BOLTS or CCO 6x (cap only) 6" 2 "3 " WOOD BEAM PER PLAN TYP 1/4 1/4" x U shape bracket w/(2) 3/4"Ø THROUGH BOLTS or CCO 6x (cap only) 2" 2" 7" 1'-0" HSS6x4x1/4 w/1/4" welded cap plate TYP 1/4 WOOD BEAM PER PLAN Sheet Title NO. ISSUED FOR DATE Sheet Number Scale c 2015 ATLAS ARCHITECTS COMPANY THESE DRAWINGS ARE THE PROPERTY OF ATLAS ARCHITECTS COMPANY AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF ATLAS. Issue/Revision: Drawn By Checked By Date GL GL 10/01/2023 PER PLAN P R O F ESSIONA L E N G I N EER ST O F A T E WASHIN G T O N G U I B I N L U 42309R EGI ST E R E D C/O: GUIBIN LU, PE PO BOX 1040 TACOMA, WA 98401-1040 email: akegl2002@gmail.com phone: (360)747-7509 SUBCONSULTANT: project no: 23062 YELM, WA 98597 COFFEE SHOP YELM 407 E YELM AVE MA R I A N & CA T A L I N PR O P E R T Y O W N E R S DRIVE THROUGH EXP: 01.17.2025 GL ARCHITECTURAL ENG ROOF FRAMING DTLS S3.1 WOOD BEAM TO POST SCALE:NTS1 SHEARWALL SCHEDULE SCALE:NTS4 WOOD BEAM TO HSS COLUMN SCALE:NTS2 UP DN 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B COFFEE BAR 100 RESTROOM 102 WORK AREA 101 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 A202 9 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" 0306 0611 S1A S3 A S2A W 3A W 11 W 11 W 3A W 3A D2 A D3A D1A D4A D4A B 2' 4' 8'0 2"0 2202 0501 1101 3' - 10" CLCL 5' - 8" 6' - 0" CL 4' - 6 " 3' - 7 " 0504 A2A1 3' - 7" CLEAR 3' - 3" CLEAR 2' - 11" CLEAR 2' - 11" 0501 0501 0501 0802 0501 0501 0611 0306 2201 0615 1101 10 / A901 12 / A 9 0 1 11 / A901 1' - 0 " 3' - 8 1 / 2 " 2 A302 ____ 1 A302 ____ 2 A301 ____ 1 A301 ____1 1 A A 2 2 3 3 4 4 B B S1B S3 B S2B 1 A401 1 A401 3 A401 3 A401 2 A401 2 A401 STORAGE LOFT 201 OPEN BELOW 15 ' - 0 " 36' - 0" 4' - 0" 14' - 6" 17' - 6" Q1 0611 0507 0615 2' 4' 8'0 2"0 W 2 W 2 W 11 W 11 10 / A901 12 / A 9 0 1 11 / A901 CL 7' - 0" DS THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 NOT FOR CONSTRUCTION Scale Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued DR A F T - F O R R E V I E W O N L Y 1/4" = 1'-0" A201 OVERALL FLOOR PLAN 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 8.21.2023 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 Sheet Keynotes NUMBER DESCRIPTION 0306 18" SQUARE x 3'-0" HIGH CONCRETE PLINTH / BASE FOUNDATION 0501 STEEL POST PER STRUCTURAL PAINTED FINISH. 0504 60" HIGH STEEL BOLLARDS RATED FOR VEHICULAR IMPACT. 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0611 HEAVY TIMBER POST PER STRUCTURAL 0615 WOOD STAIR WITH TREAD FINISH TO MATCH WOOD FLOOR. PROVIDE WALL MOUNTED HANDRAIL WHERE APPLICABLE AND FLOOR MOUNTED GUARD WITH HANDRAIL WHEN NECESSARY. 0802 ALUMINUM STOREFRONT SYSTEM 1101 REFRIGERATOR, ENERGY STAR AND ACCESSIBILITY RATED. OWNER FINAL SELECTION. 2201 THREE (3) COMPARTMENT CORNER STAINLESS STEEL PEDESTAL SINK. OWNER FINAL SELECTION. 2202 FLOOR MOUNTED STAINLESS STEEL WORK / MOP SINK. OWNER FINAL SELECTION. 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0"2 LOFT LEVEL FLOOR PLAN PROJECT NORTH No. Date Issued Revision Description J SD R R R D D D 40 0 A M P P A N E L TV TV TV 20 AMPTV CIRCUT EACH COLOR REPRESENTS A 20AMP CIRCUT FOR OFFICE EQUIPMENT, SMALL FRIDGESAND OTHER SMALL DEVICES R R R R R R R $3 $D $ RD ELECTRICAL LEGEND Description Quantity WH HW HW HW HW HW HW HW HWHWHWHWHWHW HW HWHWHWHWHWHWHWHWHWHWHWHW HW HW HW HW HW HW HW E1 E1 E2 E3 E3 E3 E4 E5 E6 E6 E7 E8 E9 E10 E11 GREASE TRAP FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN E13 E14 E15 E12 E12 YELM COFFEE SHOP DRIVE-THRU MARIAN LICXANDRU & CATALIN STANCIU 407 E YELM AVE. YELM, WA, 98597 LAYOUT DETAILS Ca l i b i C u s t o m , L L C Sh o r e l i n e , W A 9 8 1 3 3 E15 E16 E16 ITEM NO.DESCRIPTION MANUFACTURER PART #SIZE W AMP VOLTAGE QTY E1 COFFEE MACHINE EVERSYS E'4M/CLASSIC 22"WX29.2"HX25.6"D 10200 25 220-240 2E2MICROWAVETURBOCHEFENCORE21.4"X19"X32.7"6700 25 220 1E3UNDER COUNTER REFER AVANTCO SS-UC-48R-HC 47.25"X35.25"X29.5"700 20 110 3E4SLUSHY MAKER TAYLOR 0428 13.63"X32.75"X32.38"1700 25 120 1E5HAND SINK REGENCY 600DI1145SR 13"X19"X10"NA NA NA 1E6ICE MAKER AVANTCO UC-H-280-A 26"X38.19"X27"650 20 110 2E7DRIP COFFE STD STD STD NA 20 NA 1E83 COMPARTMENT SINK REGENCY 600S3141414XC 44-1/2" CORNER NA NA NA 1E9FREEZERAVANTCOA-19F-HC 29"X82.5"X25.5"650 20 110 1E10DOUBLE DOOR REFER AVANTCO SS-2R-HC 54"X82.5"X32.25"700 20 110 1E11WATER HEATER (50GAL)RHEEM XE50M06ST45U1 23"X48"X23"5000 30 240 1 E12 PATIO HEATER BROMIC TUNGSTEN SMART-HEAT 44"6000 25 240 2 E13 MOP SINK ADVANCE TABCO 9-OP-20 21"X25"X10"NA NA NA 1E14CADET HEATER COM-PAK CSC152TW 9"X12"NA 20 NA 1 E15 HEAT PUMP MITSUBISHI INDOOR HEAD MSZ-GS24 24000 BTU 4500 20 240 2 E16 HEAT PUMP MITSUBISHI OUTDOOR MUZ-GS24 24000 BTU 4500 20 240 2 $$ $ $ $3 MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" 1234 T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 75" TV MOUNTED FROM CEILING INSIDE 25 ' - 0 " 8' - 0 " 10 1 / 4 " 7' - 6 " 8 ' - 7 3 / 4 " 2 " / 1 2 " 0611 S1B 11.23° 0616 0610 Q1 S1A 0504 0401 0612 0610 0801 0402 0702 0802 MAIN LEVEL 0' - 0" MAIN LEVEL 0' - 0" LOFT LEVEL 8' - 10 1/4" LOFT LEVEL 8' - 10 1/4" T.O.PLATE 1 8' - 0" T.O.PLATE 1 8' - 0" T.O.PLATE 2 16' - 4 1/4" T.O.PLATE 2 16' - 4 1/4" A B T.O.ROOF 25' - 0" T.O.ROOF 25' - 0" 75" TV MOUNTED FROM CEILING INSIDE S3B S3A 25 ' - 0 " 8' - 7 3 / 4 " 7 ' - 6 " 10 1 / 4 " 8' - 0 " 10 ' - 6 " 0702 0802 0704 0507 PERSPECTIVE VIEW PERSPECTIVE VIEW THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATION BY GOVERNMENTAL AGENCIES FU L L S I Z E S H E E T S I Z E 2 4 x 3 6 NOT FOR CONSTRUCTION Project No. Project Status Drawn by Checked by Copyright © Studio CFA Sheet No. Date Issued DR A F T - F O R R E V I E W O N L Y A301 BUILDING ELEVATIONS 23025 YE L M C O F F E E S H O P D R I V E - T H R U RF SC MA R I A N L I C X A N D R U & C A T A L I N S T A N C I U PERMIT SET 8.21.2023 40 7 E Y E L M A V E . YE L M , W A , 9 8 5 9 7 Sheet Keynotes NUMBER DESCRIPTION 0401 STONE VENEER WALL CLADDING FROM GC SOURCE MANUFACTURER & OWNER SELECTION 0402 STONE VENEER CAP PER MANUFACTURER 0504 60" HIGH STEEL BOLLARDS RATED FOR VEHICULAR IMPACT. 0507 STEEL FRAMED CANOPY WITH METAL DECKING. PAINTED FINISH. 0610 GLULAM BEAM PER STRUCTURAL 0611 HEAVY TIMBER POST PER STRUCTURAL 0612 HEAVY TIMBER SUPPORT PER STRUCTURAL 0616 2x WOOD TRIM PAINTED TO MATCH METAL STANDING SEAM & SIDING COLOR. 0702 HARDIE FIBER CEMENT PANEL WITH REVEALS, PAINTED FINISH. 0704 STANDING SEAM METAL ROOF. REFER TO BUILDING MATERIAL FINISH SCHEDULE & LEGEND. 0801 VINYL WINDOW SYSTEM PER SCHEDULE 0802 ALUMINUM STOREFRONT SYSTEM 1/4" = 1'-0"1 NORTH BUILDING ELEVATION 1/4" = 1'-0"2 WEST BUILDING ELEVATION No. Date Issued Revision Description WP WP WP WP YELM COFFEE SHOP DRIVE-THRU MARIAN LICXANDRU & CATALIN STANCIU 407 E YELM AVE. YELM, WA, 98597 EXTERIOR LAYOUT DETAILS Ca l i b i C u s t o m , L L C Sh o r e l i n e , W A 9 8 1 3 3 NOT FOR CONSTRUCTION DR A F T - F O R R E V I E W O N L ELECTRICAL LEDGEND Description Quantity EXTERIOR SCONCES 6 ILLUMINATED SIGNS 3 WP WATERPROOF OUTLETS 4 XMAS LIGHTS 5 CA L I B I C U S T O M L L C SH O R E L I N E , W A 9 8 1 3 3 VANVAN PO B o x 1 2 6 9 0 Ol y m p i a , W A 9 8 5 0 8 36 0 . 7 0 5 . 2 4 7 4 o f f i c e ww w . o l y e n g . c o m CHRI M. M E RS T R I T HOT EP R FOR REFERENCE ONLY FOR REFERENCE ONLY