OneDrive_1_5-2-2024.zip
Eagle Plaza_Civil Permit Drawings_050124.pdf IR-02
CV-01 COVER SHEET 01 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue
SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPERTY OWNER HOLLAMER INVESTMENTS, LLC 6535 SEAVIEW AVE NW, APT 302B SEATTLE, WA 98117-6051
PARAMETRIX - PUYALLUP OFFICE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WA 98374 253.604.6600 CONTACT: S. MATTHEW CRAIG, PE CIVIL ENGINEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE
FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CALL BEFORE YOU DIG APPLICANT WALKER JOHN URBAN MANAGEMENT, LLC PO BOX 7534 OLYMPIA, WA 98507-7534 UTILITIES LOCATE NOTE THE LOCATION
OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM RECORDS. PARAMETRIX ASSUMES NO RESPONSIBILITY FOR EXACT LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON.
CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 811 PRIOR TO START OF CONSTRUCTION.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS. PROJECT SITE NO SCALE LOCATION MAP PROJECT LOCATION
NO SCALE VICINITY MAP Yelm, Washington SECTION 24, TOWNSHIP 17, RANGE 1 EAST QUARTER SW NE EAGLE PLAZA INDEX TO DRAWINGS SHT NO. DWG NO. SHEET TITLE 01 CV-01 COVER SHEET 02 LG-01 GENERAL
NOTES, LEGEND AND ABBREVIATIONS 03 DM-01 DEMOLITION AND TESC PLAN 04 DM-02 DEMOLITION AND TESC DETAILS 05 HS-01 HARDSCAPE PLAN 06 GR-01 GRADING PLAN 07 GR-02 GRADING POINT TABLES 08
GR-03 GRADING DETAILS 09 UT-01 UTILITY PLAN 10 DT-01 DETAILS 11 DT-02 DETAILS 12 DT-03 DETAILS 13 DT-04 DETAILS 14 LS-01 LANDSCAPE PLAN 15 LS-02 LANDSCAPE DETAILS AND SCHEDULE 16 IR-01
IRRIGATION PLAN 17 IR-02 IRRIGATION SCHEDULE AND NOTES SITE INFORMATION: TAX PARCEL NUMBERS 45170000400, 451700000010 ZONING COMMERCIAL DISTRICT (C-1) SERVICE PROVIDERS: WATER: CITY
OF YELM SANITARY SEWER: CITY OF YELM CABLE TV: COMCAST FIRE RESPONSE: S.E. THURSTON FIRE AUTHORITY DATUM BASIS OF BEARING - NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK
POINTS 836 AND 1252 VERTICAL - NAVD 1929 BENCHMARK: BRASS MONUMENT @ THE INTERSECTION OF YELM AVE AND TAHOMA BLVD THURSTON COUNTY CONTROL POINT NO. 1252 ELEVATION = 347.206 1 1 1 LG-01
GENERAL NOTES, LEGEND AND ABBREVIATIONS 02 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON
17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R INDICATES DRAWING/SHEET WHERE DETAIL IS REFERRED TO INDICATES DRAWING/SHEET
WHERE SECTION IS REFERRED TO DETAIL AND SECTION DESIGNATION INDICATES DETAIL NUMBER INDICATES SECTION LETTER INDICATES DETAIL NUMBER INDICATES DRAWING/SHEET WHERE DETAIL IS SHOWN INDICATES
SECTION LETTER INDICATES DRAWING/SHEET WHERE SECTION IS SHOWN DETAIL OR SECTION APPEARS ON THE SAME DRAWING/SHEET 1 4 A 5 2 1 4 DETAIL SCALE SUBTITLE A 5 SECTION SCALE SUBTITLE ABBREVIATIONSLEGEND
- EXISTING ADDL ADJ AGG ALLOW AMT ANG AP APPD APPROX APWA ARV ASPH ASSY ATB AVE AVG BC BCR BF BLDG BLVD BM BO BOT BRG BVC CALC CAP CB CCP CCSP CEM CHV CI CIP CLR CND CO CONC CONN CONST
CONT CONTR COORD CSBC CSTC CTR CUFT CULV CV CY D DBL DEG DEMO DEPT DET DI DIA DIM DIP DIST DSGN DWG E EA EC EL ELL EOP EQUIP EVC EXIST EXL FCR FG FH FIN FL FLG FM ADDITIONAL ADJUSTABLE
AGGREGATE ALLOWANCE, ALLOWABLE AMOUNT ANGLE ANGLE POINT APPROVED APPROXIMATE AMERICAN PUBLIC WORKS ASSOCIATION AIR RELEASE VALVE ASPHALT ASSEMBLY ASPHALT TREATED BASE AVENUE AVERAGE
BEGINNING OF CURVE, BOLT CIRCLE BEGINNING OF CURVE CENTER BLIND FLANGE BUILDING BOULEVARD BEAM, BENCH MARK BLOW OFF BOTTOM BEARING BEGIN VERTICAL CURVE CALCULATION CAPACITY CATCH BASIN
CONCRETE CYLINDER PIPE CONCRETE LINED AND COATED STEEL PIPE CEMENT CHECK VALVE CAST IRON CAST IN PLACE, CAST IRON PIPE CLEAR, CLEARANCE CONDUIT COUNTY, CLEANOUT CONCRETE CONNECT, CONNECTION
CONSTRUCT, CONSTRUCTION CONTINUE, CONTINUOUS CONTRACTOR COORDINATE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CENTER CUBIC FOOT, CUBIC FEET CULVERT CONTROL VALVE CUBIC
YARD DEPTH, DENSITY, DRAIN, DRAINAGE DOUBLE DEGREE DEMOLITION DEPARTMENT DETAIL DUCTILE IRON DIAMETER DIMENSION DUCTILE IRON PIPE DISTANCE, DISTRICT DESIGN DRAWING EAST, EASTING EACH
END OF CURVE ELEVATION ELBOW EDGE OF PAVEMENT EQUIPMENT END VERTICAL CURVE EXISTING EXCAVATE FINE CRUSHED ROCK FINISH GRADE FIRE HYDRANT FINISH, FINISHED FLOW LINE T FLANGE, FLANGED
FORCE MAIN GAS GROUND GRADE GATE VALVE HIGH HORIZONTAL HEIGHT INSIDE DIAMETER INVERT ELEVATION INCH INCLUDE, INCLUDING INSTALL, INSTALLATION INTERIOR, INTERSECTION INVERT JUNCTION BOX
JUNCTION LATERAL, LATITUDE POUND LABEL LINEAR FEET, LINEAR FOOT LENGTH, LONG LINEAR LANE LEFT LIGHTING MANUAL MATERIAL MANHOLE MINIMUM, MINUTE MISCELLANEOUS MONUMENT MILES PER HOUR
METAL MONITORING WELL NORTH, NORTHING NOT IN CONTRACT NUMBER NOT TO SCALE PUMP, POWER POINT OF CURVATURE PORTLAND CEMENT CONCRETE PRESSURE CONTROL VALVE PERFORATE, PERFORATED PHASE
POINT OF INTERSECTION, PRESSURE INDICATOR POINT OF INTERSECTION FOR VERTICAL CURVE POWER POLE PRESSURE REGULATING VALVE, PRESSURE RELIEF VALVE, PRESSURE REDUCING VALVE PRESSURE SWITCH
POUNDS PER SQUARE INCH POINT OF TANGENCY, POINT PLUG VALVE POINT OF VERTICAL INTERSECTION PAVEMENT, PAVING, PRIVATE POWER QUANTITY QUALITY RISER RADIUS REINFORCED CONCRETE PIPE ROAD,
ROOF DRAIN REDUCER REFERENCE REQUIRED RETAINING, RETURN REVERSE, REVISE ROTATE RIGHT OF WAY RIGHT RELIEF VALVE RIGHT OF WAY SOUTH SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SPOT EVALUATION
SECTION SEGMENT SERVICE SIGNAL G GND GR GV H HORIZ HT ID IE IN INCL INSTL INT INV JB JCT LAT LB LBL LF LG LIN LN LT LTG MAN MATL MH MIN MISC MON MPH MTL MW N NIC NO. NTS P PC PCC PCY
PERF PH PI PIVC PP PRV PS PSI PT PV PVI PVT PWR QTY QUAL R RAD RCP RD RED REF REQD RET REV ROT ROW RT RV RW S SCH SD SDMH SE SECT SEG SERV SIG ASPHALT LINE ROADWAY CENTERLINE GRAVEL
LINE BUILDING OUTLINE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE
DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. 2. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS
TO REMAIN ACCESSIBLE AT ALL TIMES. 3. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL
DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE STABILIZED WITHIN A REASONABLE TIMEFRAME. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE-CONSTRUCTION"
STATE OR BETTER. 5. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. DECIDUOUS TREE WHEEL STOP BRASS
CAP STREET SIGN (AS DESCRIBED) STORM LINE SANITARY SEWER LINE LUMINAIRE NATURAL GAS VALVE JUNCTION BOX POWER POLE POWER VAULT SS MANHOLE STORM MANHOLE STORM CATCH BASIN WATER METER
WATER VALVE MAJOR CONTOUR MINOR CONTOUR WATER FIRE HYDRANT EXISTING RIGHT-OF-WAY SANITARY SEWER & STORM LINE OVERHEAD POWER LINE OVERHEAD UTILITIES LINE SANITARY SEWER & STORM LINE
NATURAL GAS LINE MONITORING WELL CLEAN OUT PARKING METER CHAIN LINK FENCE TRAFFIC SIGNAL POLE ELECTRICAL MANHOLE SLOPE, RAW SLUDGE SPACE, SPACES SPECIFICATION SPACING SQUARE SQUARE
FOOT, SQUARE FEET SQUARE INCH, SQUARE INCHES SQUARE YARD, SQUARE YARDS SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD SURFACE SURVEY SYSTEM TANGENT TELEPHONE TEMPERATURE,
TEMPORARY THICK, THICKNESS THROUGH TOP OF BANK TOP OF CONCRETE, TOP OF CURB TOTAL TOP OF WALL TYPICAL UNDERGROUND UTILITY POLE UPPER VALVE, VENT, VOLT VARIES, VARIABLE VERTICAL VOLUME
WATER, WATT, WEST, WIDTH WIDE, WOOD WATER METER WATER SURFACE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WEIGHT TRANSFORMER CROSS-SECTION YARD YEAR SL SPA SPEC SPG SQ SQFT SQIN SQYD
SS SSMH ST STA STD SUR SURV SYS TAN TEL TEMP THK THRU TOB TOC TOT TOW TYP UG UP UPR V VAR VERT VOL W WD WM WS WSDOT WT XFMR XSECT YD YR N 596028.03 E 1111210.48 N 596018.73 E 1111202.95
N 595991.04 E 1111180.42 N 595984.74 E 1111175.33 N 596109.64 E 1111274.59 N 596027.57 E 1111236.79 N 596053.21 E 1111252.13 N 596056.54 E 1111254.83 N 596025.61 E 1111235.21 N 596002.73
E 1111216.71 N 595934.26 E 1111301.47 N 595824.43 E 1111235.82 N 595819.66 E 1111241.72 N 595999.98 E 1111384.08 N 595944.18 E 1111254.72 N 595911.52 E 1111228.31 N 595906.43 E 1111234.60
N 595930.88 E 1111271.73 N 595914.38 E 1111258.39 N 595910.36 E 1111237.77 N 595889.88 E 1111242.48 N 595863.11 E 1111230.64 N 595846.14 E 1111216.92 N 595828.32 E 1111238.96 N 595902.02
E 1111275.40N 595893.56 E 1111261.34 N 595866.32 E 1111247.07 DM-01 DEMOLITION AND TESC PLAN 03 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL
DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R W YELM AVENUE CONSTRUCTION
NOTES 2 REMOVE EXISTING PAVEMENT, CONCRETE CURB, AND/OR SIDEWALK. MAINTAIN AND PROTECT EXISTING UTILITY. PRESERVE AND PROTECT EXISTING ASPHALT/ CONCRETE SIDEWALK. SAWCUT AND REMOVE
EXISTING ASPHALT TO ACCOMMODATE INSTALLATION OF PROPOSED CURB, SIDEWALK OR ASPHALT PAVEMENT. INSTALL CATCH BASIN INLET PROTECTION PER WSDOT STANDARD PLAN I-40.20-00 ON SHEET DM-02.
REMOVE EXISTING TREE. SEE TRENCH RESTORATION DETAIL ON SHEET DT-01. REMOVE AND RELOCATE EXISTING SIGN, SEE HS-01 FOR PLACEMENT. REMOVE EXISTING SIGN. REMOVE EXISTING PARKING/ STRIPING
CHANNELIZATION. DEMO AND REMOVE EXISTING UTILITY. MAINTAIN AND PROTECT EXISTING CURB. ADJUST EXISTING UTILITY TO FINISHED GRADE. LEGEND CONSTRUCTION LIMITS REMOVE EXISTING PAVEMENT
REMOVE EXISTING CONCRETE 1. DEMO AND DISTURBANCE OF EXISTING PAVEMENT AND SOILS SHALL BE LIMITED TO AREA CURRENTLY BEING WORKED ON. STRAW BALE BARRIERS, WATTLES, AND OTHER NECESSARY
TESC MEASURES TO BE INSTALLED AND MAINTAINED BY CONTRACTOR AS NEEDED AS PROJECT PROGRESSES OR AS DIRECTED BY OWNER, AND CITY OF YELM. 2. VALVE OPERATION SHALL BE BY AUTHORIZED CITY
PERSONNEL ONLY. A MINIMUM OF 24 HOUR NOTICE SHALL BE PROVIDED TO CITY PERSONNEL FOR VALVE OPERATION ACTIVITIES. 3. INSTALL CB INLET PROTECTION IN ALL CBS ON AND ADJACENT TO SITE. 4.
FOR ANY INSPECTION 48 HOUR NOTICE IS REQUIRED TO SCHEDULE. SCHEDULING A WATER SHUTDOWN REQUIRES AN ADDITIONAL 72 HOURS. GENERAL NOTES SAWCUT LINE INSTALL CATCH BASIN INLET PROTECTION
EXISTING RIGHT-OF-WAY CLEAR AND GRUB REMOVE EXISTING CURB LOT LINE 1 3 4 5 6 7 8 9 10 11 12 1 1 1 1 11 1 2 2 13 2 5 5 3 3 3 3 3 5 2 2 5 2 6 7 7 8 9 10 12 12 12 12 12 EXISTING RIGHT
OF WAY EXISTING PROPERTY LINE, TYP 3 PLAN SCALE IN FEET 0 20' 40' 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6 6 6 11 11 11 2 13 13 2 2 2 2 2 1 1 1 12 3 1 1 DM-02 DEMOLITION
AND TESC DETAILS 04 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue
SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R CO CO CO HS-01 HARDSCAPE PLAN 05 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT
FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you
dig.Call R PROPOSED BUILDING W YELM AVENUE LEGEND HMA ASPHALT, SEE TYPICAL SECTION ON SHEET DT-01 EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK INSTALL CEMENT CONCRETE SIDEWALK PER CITY OF
YELM DETAIL 2-11 ON SHEET DT-01. INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM DETAIL 2-13 ON SHEET DT-01. NOT USED 6" REINFORCED CONCRETE. SEE DETAILS ON SHEET DT-01. INSTALL
PARKING SPACE STRIPING PER CITY OF YELM DETAILS 2-21 AND 2-22 ON SHEET DT-01. INSTALL COMPLETE ADA PARKING STALLS CHANNELIZATION AND SIGNS, SEE CITY OF YELM DETAIL 2-24 ON SHEET DT-01.
ALL SLOPES SHALL BE LESS THAN 2% IN ALL DIRECTIONS. REINSTALL EXISTING ADA SIGNS. TRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS FOR LAYOUT AND DETAILS. RESTORE PAVEMENT PER CITY OF YELM
TRENCH-PAVEMENT RESTORATION DETAIL 2-10 ON SHEET DT-01. INSTALL CROSSWALK SIGN. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD PLAN
F-40.16-03 ON SHEET DT-02. INSTALL PERPENDICULAR TYPE A CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 ON SHEET DT-02. SBUX DRIVE THRU WELCOME SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS.
CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX CUSTOM DO NOT ENTER SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX DRIVE THRU DIRECTIONAL
SIGNAGE, , SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX WELCOME MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT
LOCATION IN FIELD. 6" STEEL PIPE BOLLARD, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX OVERHEAD CLEARANCE BAR, SEE ARCHITECTURAL PLANS FOR
DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX MENU/ ORDER SCREEN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX MOBILE ORDER
PICKUP SIGNAGE, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX DO NOT ENTER STECIL, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY
EXACT LOCATION IN FIELD. STOP STECIL, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX DRIVE THRU ENTRY STECIL, SEE ARCHITECTURAL PLANS FOR DETAILS.
CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONSTRUCTION NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. CONTRACTOR TO
VERIFY ALL EXISTING ELEVATIONS AND GRADES. 3. SEE LANDSCAPING PLANS FOR ALL PLANTINGS AND LANDSCAPE MATERIAL PLACEMENTS. 4. SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE LAYOUT AND DETAILS.
GENERAL NOTES 1 2 3 4 5 6 7 8 1 1 1 2 2 2 10 10 5 7 R30.0' 2 8 6 9 9 EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP 10 2 PLAN SCALE IN FEET 0 20' 40' 11 11 8.0'
20.0' 9.0' TYP 23.5' 23.0' 12.0' 12.0'26.4' 12.0' 12.0' 12.0' 16.0' 10.0'21.6' 21.0' 3'2.9815' 5.6' R2' R2' R2' R10'R15' R2' R20' R25'R3' R15' R15' R42' R19' R10' R10' R32' R20' R2'
R2' R31' 13 12 18 18 15 17 16 14 8 12 4 7.0' 7.0' 5.0' 5.0' 5.0' 13 14 15 16 17 18 8 19 19 REINFORCED CONCRETE 20 21 22 20 21 22 PROPOSED SCREEN FENCE, SEE ARCHITECTURAL SHEETS 3.0'
3.0' 1 1 1 6.6' 350.87 1 351.00 2 350.51 3 350.46 4 350.46 6 350.46 7 349.09 8 348.89 9 348.96 10 349.05 11 349.06 12 349.07 13 350.46 5 349.20 14 348.26 15348.03 16 347.79 17 347.38
18 347.07 19 347.05 20 347.12 21 347.32 22 347.52 23 350.74 24 350.79 25 350.85 26 351.34 27 349.74 28 350.08 29 350.17 30 350.25 31 350.42 33 350.48 34 350.53 35 349.31 36 349.11 37
349.18 38 349.27 39 349.28 40 349.29 41 349.42 42 349.67 43 349.75 44 349.09 45 348.48 46348.16 47 347.84 48 347.81 49 347.81 50 347.94 51 348.09 52 348.15 53 348.31 54 348.47 55 349.41
56 349.03 57 349.55 58 349.71 59 349.55 60 349.20 61 348.71 62 348.68 63 348.58 64 348.61 65 350.11 68 349.21 66 349.79 67 349.55 69 349.75 70 349.75 71 349.69 72 349.72 73 350 349
351 350 349 348 350 347 348 349 350 350 349 349 348.28 74 348.30 75 348.62 76 348.62 77 348.49 78 348.42 79 348.24 80 347.91 81 347.93 82 350.39 32 GR-01 GRADING PLAN 06 OF CIVIL PERMIT
SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph:
253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING FF 349.75 W YELM AVENUE LEGEND HMA ASPHALT EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK EXISTING LOT LINE EXISTING
RIGHT OF WAY EXISTING PROPERTY LINE, TYP PLAN SCALE IN FEET 0 10' 20' SEE DETAIL 2, SHEET GR-03 FOR CURB RAMP GRADING DETAILS SEE DETAIL 1, SHEET GR-03 FOR CURB RAMP GRADING DETAILS
SEE DETAIL 3, SHEET GR-03 FOR CURB RAMP AND ADA STALL GRADING DETAILS SEE DETAIL 4, SHEET GR-03 FOR CURB RAMP GRADING DETAILS REINFORCED CONCRETE 1.5%1.9% 1.5% 1.0% 0.5% 1.5% 4.0% 1.5%1.5%
1.0% 1 POINT TABLE POINT # . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 NORTHING 596108.99 596100.57 596092.71 596090.49 596089.34 596088.08 596084.20
596034.96 596016.03 595994.51 595983.41 595981.81 595980.27 595966.43 595882.24 595872.66 595867.42 595863.25 595852.14 595836.86 595834.38 595831.13 595836.62 595976.97 595979.03 595981.17
596000.52 596051.72 596074.89 596081.10 EASTING 1111275.34 1111273.16 1111280.67 1111290.26 1111293.55 1111297.08 1111303.19 1111364.09 1111375.16 1111370.94 1111364.05 1111362.98 1111361.82
1111349.34 1111282.55 1111271.55 1111257.94 1111236.54 1111224.86 1111229.99 1111233.05 1111244.06 1111254.14 1111367.63 1111369.21 1111370.68 1111383.24 1111254.83 1111260.11 1111264.54
ELEVATION 350.868 351.000 350.507 350.456 350.460 350.462 350.462 349.093 348.894 348.959 349.050 349.060 349.071 349.200 348.261 348.026 347.791 347.384 347.068 347.050 347.116 347.320
347.524 350.737 350.793 350.848 351.342 349.736 350.082 350.167 DESCRIPTION BFC, ME BFC, MC BFC, PT BFC, PC BFC, EA, EC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC,
PT EA, EC BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, ME BFC, ME BFC, PC BFC, MC POINT TABLE POINT # . 31 32 33 34 35 36 37
38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 NORTHING 596082.37 596079.29 596078.80 596077.29 596074.86 596025.63 596014.03 596000.84 595989.74 595988.75 595987.81
595973.35 596002.92 596006.44 595915.39 595889.78 595881.17 595878.71 595880.36 595883.35 595888.97 595891.99 595892.58 595895.69 595901.40 595949.96 596001.62 596003.89 596017.57 596009.22
EASTING 1111272.10 1111285.43 1111287.56 1111291.83 1111295.64 1111356.54 1111363.33 1111360.74 1111353.85 1111353.20 1111352.48 1111340.79 1111358.92 1111354.58 1111293.93 1111273.22
1111261.94 1111247.95 1111245.46 1111245.64 1111251.21 1111258.52 1111261.53 1111269.63 1111276.18 1111315.45 1111251.55 1111249.53 1111249.69 1111242.94 ELEVATION 350.250 350.390 350.418
350.475 350.527 349.313 349.114 349.179 349.270 349.280 349.291 349.420 349.670 349.750 349.092 348.481 348.159 347.841 347.805 347.810 347.944 348.093 348.150 348.312 348.474 349.410
349.029 349.550 349.710 349.550 DESCRIPTION BFC, PT BFC, EA, EC BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT EA, EC BS BS BFC BFC, PC BFC, MC BFC, PCC BFC,
PCC BFC, PCC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, AP BFC, AP ES BW GP POINT TABLE POINT # . 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 NORTHING 595990.29
595987.62 595987.32 596001.66 596004.47 596027.14 596023.41 596039.73 596043.49 596049.06 596051.41 596052.55 596054.88 595927.61 595921.89 595935.78 595935.81 595923.07 595919.54 595914.24
595910.51 595913.73 EASTING 1111238.53 1111240.23 1111237.42 1111219.69 1111219.40 1111237.72 1111242.34 1111255.59 1111250.95 1111263.23 1111265.09 1111258.91 1111260.80 1111242.61
1111249.67 1111260.90 1111263.98 1111264.13 1111261.27 1111252.48 1111233.32 1111231.38 ELEVATION 349.200 348.714 348.679 348.578 348.606 349.210 349.790 350.110 349.550 349.750 349.750
349.690 349.720 348.285 348.304 348.623 348.622 348.489 348.417 348.239 347.907 347.928 DESCRIPTION ES BFC, PC BFC, PT BFC, PC BFC, PT BFC BW BW BFC BW BW ES ES BFC, AP BFC, AP BFC,
PC BFC, PCC BFC, PT BFC, PC BFC, PT BFC, PC BFC, PT GR-02 GRADING POINT TABLES 07 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT
URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R ABBREVIATION TABLE MC MIDDLE OF CURVE
BOTTOM FACE OF CURBBFC BACK OF WALKBW GRADE POINTGP ANGLE POINTAP PCC POINT OF COMPOUND CURVATURE PT POINT OF TANGENT ME MATCH EXISTING EDGE OF ASPHALTEA EDGE OF SIDEWALKES EDGE OF
CONCRETEEC TBC TOP BACK OF CURB BOTTOM OF RAMPBR PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE TR TOP OF RAMP 1 348.84 130 348.91 131 348.99 132 349.06 133 349.41 134 349.33
135 349.35 138 349.31 139 349.26 140 349.18 141 349.72 142 349.64 143 349.64 144 349.86 145 349.71 146 349.71 147 349.31 136 349.27 137 348.67 102 348.77 103 349.39 104 349.21 105 349.12
106 349.17 107 349.26 108 348.73 100 348.63 101 350.55 110 350.43 111 350.39 112 350.45 115 350.49 116 350.61 117 350.50 120 350.54 121 3551.38 123 351.39 124 350.54 126 350.50 127
350.35 113 350.41 114 350.46 118 350.46 119 350.96 122 350.96 125 349.71 151 349.36 156 349.41 157 349.83 150 349.58 158 349.91 163 350.06 164 350.14 165 349.91 162 349.58 159 350.01
167 350.08 166 349.62 160 349.62 161 349.75 152 349.87 153 349.45 154 349.40 155 POINT TABLE POINT # . 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 NORTHING
596071.26 596075.92 596079.81 596080.24 596078.88 596078.44 596072.48 596067.77 596089.06 596090.62 596091.06 596096.50 596101.16 596110.59 596107.44 596098.02 596093.35 596089.47 EASTING
1111274.04 1111277.81 1111280.96 1111281.31 1111287.24 1111286.89 1111282.07 1111278.36 1111294.86 1111289.70 1111290.05 1111294.45 1111298.22 1111305.85 1111309.72 1111302.11 1111298.34
1111295.19 ELEVATION 350.550 350.430 350.390 350.350 350.410 350.450 350.490 350.610 350.460 350.460 350.500 350.540 350.960 3551.380 351.390 350.960 350.540 350.500 DESCRIPTION TR
BR TBC BFC BFC TBC BR TR BFC BFC TBC ES ES ES, ME ES, ME ES ES TBC POINT TABLE POINT # . 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 NORTHING 595974.75 595969.09
595963.43 595957.77 595973.33 595978.98 595980.24 595983.39 595980.63 595983.77 595984.64 595990.30 595987.55 595988.44 595985.30 595976.86 595989.18 595992.33 EASTING 1111252.97 1111259.97
1111266.97 1111273.97 1111286.54 1111279.55 1111277.99 1111274.10 1111278.30 1111274.42 1111272.55 1111265.55 1111269.75 1111278.19 1111282.08 1111282.97 1111285.22 1111281.33 ELEVATION
348.840 348.913 348.986 349.058 349.405 349.330 349.310 349.270 349.350 349.313 349.260 349.179 349.721 349.635 349.635 349.864 349.710 349.710 DESCRIPTION GP GP GP GP BFC BFC BFC BFC
TBC, BR TBC, BR BFC BFC TBC TR TR TBC GP GP POINT TABLE POINT # . 100 101 102 103 104 105 106 107 108 NORTHING 596009.14 596005.25 596004.93 596008.82 596015.04 596005.05 596001.16
595998.02 596001.90 EASTING 1111223.17 1111220.03 1111220.41 1111223.56 1111228.59 1111228.22 1111225.08 1111228.97 1111232.11 ELEVATION 348.730 348.630 348.670 348.770 349.390 349.210
349.120 349.170 349.260 DESCRIPTION BFC BFC TBC, BR TBC, BR TBC TR TR ES, GP GP POINT TABLE POINT # . 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 NORTHING
595940.06 595934.62 595934.93 595940.37 595943.89 595938.45 595938.76 595944.20 595952.64 595947.20 595947.52 595952.96 595950.03 595955.47 595959.11 595961.54 595958.54 595953.17 EASTING
1111337.78 1111333.38 1111332.99 1111337.39 1111333.05 1111328.64 1111328.26 1111332.66 1111324.05 1111319.65 1111319.26 1111323.66 1111316.15 1111320.55 1111323.49 1111318.89 1111316.76
1111312.26 ELEVATION 349.830 349.710 349.750 349.870 349.450 349.400 349.360 349.410 349.580 349.580 349.620 349.620 349.910 349.910 350.060 350.140 350.080 350.010 DESCRIPTION BFC,
AP BFC, AP TBC TBC TBC TBC BFC, AP BFC, AP BFC, AP, BR BFC, BR TBC TBC BFC, TR BFC, TR ES BW GP GP 7.8% 2.0% GR-03 GRADING DETAILS 08 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE
INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow.
before you dig.Call R 1 GR-01 DETAIL 1"=5' CURB RAMP 2 GR-01 DETAIL 1"=5' CURB RAMP 3 GR-01 DETAIL 1"=5' CURB RAMP 4 GR-01 DETAIL 1"=5' CURB RAMP 7.5% 7.3% 1.8% 1.0% 0.5% 0.8% 1.5%
5.4% 4.7% 1.7% 1.8% 1.7% 1.8% 0.8% 0.9% 0.8% 8.5% 6.8% 0.9% 0.8% 0.9% 2.0% 6.3% 7.5% 0.7% 0.7% 0.7% 0.7% 8.3% 1.0% 1.5% 3.2% 1.5% 6.0'5.0' 5.0' 8.0' 5.6' 6.0' 5.0' 5.0' 5.0' 5.0'4.0'
7.0' 7.0' 5.6' 5.0' 5.0'6.0' 6.0'6.0' 9.0'9.0'9.0' 20.0' ABBREVIATION TABLE MC MIDDLE OF CURVE BOTTOM FACE OF CURBBFC BACK OF WALKBW GRADE POINTGP ANGLE POINTAP PCC POINT OF COMPOUND
CURVATURE PT POINT OF TANGENT ME MATCH EXISTING EDGE OF ASPHALTEA EDGE OF SIDEWALKES EDGE OF CONCRETEEC TBC TOP BACK OF CURB BOTTOM OF RAMPBR PC POINT OF CURVATURE PRC POINT OF REVERSE
CURVATURE TR TOP OF RAMP 1.0% 0.8% 0.5% 3.5% 6.0' 7.0' 7.7' 1.7% 2.0% 7.0% 60.5' 1 1 1 CO CO CO CO CO CO CO CO CO CO CO CO CO CO 350 350 351 350 346 346 347 347 348 348 349 349 351
351 UT-01 UTILITY PLAN 09 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue
SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING W YELM AVENUE LEGEND HMA ASPHALT EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK
INSTALL TYPE 1 CATCH BASIN, SEE WSDOT STD. PLAN B-5.20-03 ON SHEET DT-02. INSTALL FIRE DEPARTMENT CONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONNECT TO EXISTING 4" SPRINKLER
WATER MAIN AND POINT INDICATOR VALVE. INSTALL FIRE SPRINKLER DOUBLE DETECTOR CHECK VALVE IN VAULT, SEE CITY OF YELM DETAIL 4-16 ON SHEET DT-04. CONNECT TO EXISTING 2" WATER METER AND
SETTER, 2" RPBA ASSEMBLY W/ HOT BOX AND 2" PVC WATER SERVICE. INSTALL 6" SIDE SEWER CONNECTION W/ CLEANOUT. SEE MECHANICAL PLANS FOR EXACT LOCATION. SEE CITY OF YELM DETAIL 5-7 ON
SHEET DT-03. INSTALL STEP TANK. SEE DETAIL ON SHEET DT-03. INSTALL HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. SEE MECHANICAL PLANS FOR EXACT LOCATION. INSTALL STEP CONTROL
PANEL ON FACE OF BUILDING. SEE CITY OF YELM DETAILS 5-5 AND 5-6 ON SHEET DT-03. CONNECT NEW 2" SERVICE TO EXISTING STEP SEWER CARSON BOX, SEE CITY OF YELM DETAIL 5-1 ON SHEET DT-03.
CONTRACTOR TO COORDINATE WITH YELM SEWER DEPARTMENT AND VERIFY EXACT LOCATION IN FIELD. INSTALL GREASE INTERCEPTOR PER DETAIL ON SHEET DT-04. CONSTRUCTION NOTES 1. CONTRACTOR SHALL
FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 3. PIPE LENGTHS ARE FOR CALCULATION PURPOSES
ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 4. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS.
5. ALL UTILITY CONNECTIONS TO THE BUILDING SHALL BE MADE WITH FLEX FITTINGS AS SHOWN ON THE MECHANICAL PLANS. 6. A MINIMUM 6-INCH SAND CUSHION IS REQUIRED FOR ANY UTILITY LINE WITHIN
6-INCHES OF ANOTHER UTILITY LINE AT CROSSING. 7. POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES PRIOR TO INSTALLATION OF UTILITIES. 8. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS
AS NEEDED. 9. THRUST BLOCKING SHALL BE INSTALLED AT ALL TEES AND BENDS PER CITY OF YELM STANDARD DETAIL. 10. VERTICAL BENDS SHALL BE RESTRAINED AND BLOCKED PER CITY OF YELM STANDARD
DETAIL. 11. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES. 12. SEE SHEET DT-01 FOR TRENCH RESTORATION DETAIL. 13. SYMBOLS ARE NOT TRUE SIZE GENERAL NOTES STORM PIPE TYPE 1
CATCH BASIN WATER SERVICE SEWER SERVICE 1 2 3 4 EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP EXISTING LOT LINE CB #2 - TYPE 1 RIM: 348.29 IE IN=344.37 (8" NE) IE OUT=344.27 (8"
SE) 1 CB #3 - TYPE 1 RIM: 349.43 IE IN=345.27 (6" NW) IE IN=345.27 (8" NE) IE OUT=345.17 (8" SW) 1 CB #4 - TYPE 1 RIM: 348.89 IE IN=346.09 (4" W) IE OUT=345.99 (8" SW) 1 CB #1- TYPE
1 RIM: 348.52 IE IN=343.81 (8" NW) EX IE IN=343.81 (12" NE) EX IE OUT=343.81 (12" SW) 80 LF 8" SD PIPE (PVC) @ 1.0% 72 LF 8" SD PIPE (PVC) @ 1.0% 73 LF 6" SD PIPE (PVC) @ 2.0% CONNECT
TO BUILDING ROOF DOWNSPOUT PER ARCHITECTURAL PLAN 67 LF 6" SD PIPE (PVC) @ 2.0% 52 LF 6" SD PIPE (PVC) @ 2.0% CONNECT TO BUILDING ROOF DOWNSPOUT PER ARCHITECTURAL PLAN 14 LF 6" SD PIPE
(PVC) @ 2.0% 16 LF 6" SD PIPE (PVC) @ 2.0% EX CB - TYPE 1 RIM: 349.1 IE IN=346.2 (6" NW) EX IE OUT=346.2 (12" SW) PLAN SCALE IN FEET 0 20' 40' CONNECT TO BUILDING ROOF DOWNSPOUT PER
ARCHITECTURAL PLAN 6" CLEANOUT 6" CLEANOUT EXISTING STORM DRAIN, TYP EXISTING 8" WATER MAIN, TYP2 EXISTING FIRE HYDRANT 4 3 EXISTING 4" SEWER MAIN 5 6 7 8 9 5 6 7 8 9 10 LF 2" SS PIPE
(PVC) @ 2.0% MIN 9 LF 6" SS PIPE (PVC) @ 2.0% MIN 43 LF 2" WA PIPE (PVC) 39 LF 4" FIRE LINE (PVC) 10 LF 4" FIRE LINE (PVC) BUILDING CONNECTION, SEE ARCHITECTURAL PLANS FOR EXACT LOCATION
23 LF 8" SD PIPE (PVC) @ 2.0% EX CB - TYPE 1 RIM: 350.0 EX IE IN=347.2 (12" NW) EX IE IN=347.2 (12" SE) EX IE OUT=347.1 (12" SW) EX CB - TYPE 1 RIM: 347.51 EX IE IN=341.7 (12" SE) IE
IN=341.8 (12" NW) EX IE OUT=341.7 (12" SW) REINFORCED CONCRETE 20 LF 4" SD PIPE (PVC) @ 2.0% AREA DRAIN #1 RIM: 349.71 IE OUT=346.49 (4" E) 8 LF 6" SD PIPE (PVC) @ 2.0% 64 LF 6" SD
PIPE (PVC) @ 2.0% 11 LF 6" SS PIPE (PVC) @ 2.0% MIN 10 21 LF 6" SD PIPE (PVC) @ 2.0% 10 1 8 LF 2" SS PIPE (PVC) @ 2.0% MIN 16 LF 2" SS PIPE (PVC) @ 2.0% MIN 1 1 1 DT-01 DETAILS 10 OF
CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup,
WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1 DETAIL NO SCALE REINFORCED CONCRETE 2 DETAIL NO SCALE CONTRACTION JOINT 11.0' WELDED WIRE MESH 6" 4" MIN CRUSHED
SURFACING BASE COURSE SUITABLE SUBGRADE SOILS TO BE COMPACTED TO AT LEAST 95% OF THE MDD PER WSDOT STANDARD SPECIFICATION 2-06.3(1) NOTES: 1. CONCRETE SHALL BE CLASS 4000. 12'-0" MAX
12'-0" MAX3" C CONTRACTION JOINT 1/2" 1/4" JOINT SEALING COMPOUND, COLOR MATCH CONCRETE 1 DT-02 DETAILS 11 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE
PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1 DT-03
DETAILS 12 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite
100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT
COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE
OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL
THE REQUIRED APPROVALS AND PERMITS. D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM
OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM
OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. H. ALL PLASTIC PIPE AND SERVICES SHALL BE
INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN
BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC
PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. I. ALL BURIED POWER FOR STEP SYSTEMS
SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE BACKING MARKED “POWER”. TAPE SHALL BE
FURNISHED BY CONTRACTOR. J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED
SPECIFICATION (SEE GENERAL NOTE 5.60-A). K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT
AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR
DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. O. ANY CHANGES
TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE-REFERENCED SPECIFICATION FOR
TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q. PRIOR TO BACKFILL
ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED
BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. R. PUMP CONTROL PANELS SHALL BE LOCATED ON
GARAGE WALL OR REMOTE POST, 5-FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR
THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF
COVER 1.406" DIAMETER. T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION
ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED
TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. CITY OF YELM SANITARY SEWER GENERAL NOTES 1 DT-04 DETAILS 13 OF CIVIL PERMIT SET IF NOT, SCALE
ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know
what'sbelow. before you dig.Call R CO CO CO LS-01 LANDSCAPE PLAN 14 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA,
LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING EXISTING RIGHT OF WAY, TYP EXISTING
PROPERTY LINE, TYP LEGEND GENERAL NOTES TURF GRASS 'CRIMSON SENTRY' NORWAY MAPLE 1. REFER TO LS-02 FOR CONSTRUCTION NOTES, DETAILS, AND PLANT LISTS. 2. NO PLANT SUBSTITUTIONS SHALL
BE PERMITTED WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 4. PLANT LIST QUANTITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL-OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES
SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 'FLAMING SILVER' JAPANESE PIERIS 'KARL FOERSTER' FEATHER REED GRASS 'LITTLE BUNNY' FOUNTAIN GRASS OREGON
GRAPE 'LOWFAST' BEARBERRY COTONEASTER RUDBECKIA HIRTA + AGASTACHE 'KUDOS MANDARIN' DWARF MUGO PINE 'MILLENIUM' ORNAMENTAL ONION KATSURA TREE 'CELESTIAL' RUTGERS DOGWOOD W YELM AVENUE
PROPOSED SCREEN FENCE, SEE ARCHITECTURAL SHEETS PLAN SCALE IN FEET 0 10' 20' EXISTING CROSSWALK D Y L A N S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W
A S H I N G T O N L A N D S C A P E A R C H I T E C T 1 1 LS-02 LANDSCAPE DETAILS AND SCHEDULE 15 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL
DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 2" DEPTH CRUSHED AGGREGATE
MULCH BACKFILL FERTILIZER TABLETS STRUCTURAL SOIL MIX, SEE SPECS FOLD BACK BURLAP FROM TOP 2/3 OF ROOT BALL STRUCTURAL SOIL MIX, SEE SPECS PLANTING PIT SHALL BE A MINIMUM OF TWICE THE
ROOT-BALL DEPTH 12" MIN 12" MIN 8" MIN 8" MIN ROOTBALL WIDTH 8" MIN 2'-0" BOW TO CENTER OF TREE CONCRETE SIDEWALK IN BASIN PLACED 1/2" BELOW NOTES: 1. FOLD BURLAP BACK FROM TOP 2/3
OF ROOT BALL 2. ROOT BALL OF TREE SHALL BE BURIED TO THE SAME DEPTH AS IN PREVIOUS NURSERY SETTING 3. IF TREATED OR SYNTHETIC BURLAP IS USED, REMOVE COMPLETELY 4.ROOT BALL CUT TO ENCOURAGE
GROWTH PLANTING PIT- SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH AT BASE OF PIT & 3 TIMES ROOTBALL WIDTH AT FINISH GRADE ADJACENT SIDEWALK LANDSCAPE IMPROVEMENTS - GENERAL NOTES
8" MIN 2 X DIA. OF ROOTBALL MINBACKFILL WITH TOPSOIL A OR AMENDED SOIL. WATER THOROUGHLY TO REMOVE AIR POCKETS PLANT AT SAME LEVEL AS GROWN. TOP OF ROOTBALL TO BE LEVEL WITH FINISH
GRADE. FINISHED GRADE PREPARED SOIL PLANTING HOLE 6" WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS AREA FOR SPACING ADJUSTMENT CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET
BACK FROM THE PLANTING BED EDGE 2/3 "X" 2/3 "X" EDGE OF PLANTING BED TRIANGULAR SPACING WITHIN PLANTING BED. SPECIFIED PLANT SPACING ="X" INDIVIDUAL PLANTS REPRESENTED AS: D Y L A N
S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T E C T SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL. TREES ®
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SHRUBS SYMBOL CODE QTY BOTANICAL / COMMON NAME CONDITION SPACING SHRUB AREAS PLANT SCHEDULE 1. REFER TO THIS SHEET FOR PLANT INSTALLATION
DETAILS. 2. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/CITY. 3. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS.
DAMAGE TO THE EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE
CONSTRUCTION OBSERVER AND AT NO COST TO THE OWNER. 6. ALL LANDSCAPE SHRUB PLANTING AREAS SHALL RECEIVE 12" MIN. UNIFORM DEPTH IMPORTED TOPSOIL TYPE 'A'. TURF GRASS AREAS TO RECEIVE
2" UNIFORM DEPTH IMPORTED TOPSOIL TYPE 'A'. 7. PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARD (ANSI Z60.1)
AND WASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO. 1627. ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN
PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND. 8. PLANT LIST QUANTITIES ARE SHOWN
FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL-OUTS AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL
BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIC SPACING. 9. PRIOR TO BARK MULCH PLACEMENT, ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. FOLLOW ALL
MANUFACTURER'S APPLICATION INSTRUCTIONS. PRE-EMERGENT HERBICIDE SHALL BE ELANCO XL2G OR APPROVED EQUAL. 10. MULCH SHALL BE INSTALLED TO DEPTH OF 3" IN ALL NEW PLANTING AREAS. PRIOR
TO MULCH PLACEMENT GRADE SHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES. WATERING BERMS AROUND PLANTS SHALL BE HAND COMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR
TO MULCH PLACEMENT. MULCH SHALL BE WATER-COMPACTED UPON PLACEMENT. 11. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS. 12. CONTRACTOR
SHALL WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEEN GRANTED. OWNER SHALL THEN ASSUME ALL RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY
GROWING CONDITION FOR THE LIFE OF THIS PROJECT. 13. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS. 14. TREES WITHIN 6' OF CURB AND/OR
SIDEWALK MUST HAVE A ROOT BARRIER. 1DETAIL NO SCALE TREE PLANTING 2DETAIL NO SCALE PLANT SPACING 3DETAIL NO SCALE SHRUB PLANTING 1 CO CO CO 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
8 8 E SSS SSSS 888888888888888888 8888888888888888 12121212 12 12 12 12 12 12 12 8 8 12 12 12 12 12 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 E E SS M1 8 8
8 8 E E S S S S S S S S S S S S S E 8 8 E E 8 8 8 8 S E E S S E E E E 8 8 8 8 5 1 5 1 12 10 12 10 5 1 IR-01 IRRIGATION PLAN 16 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH
AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before
you dig.Call R LEGEND LEGEND SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: CPVC SCHEDULE 40 NOTES: 1. SEE SHEETS IR-02 FOR IRRIGATION
SCHEDULE AND NOTES. 2. IRRIGATION PIPING & EQUIPMENT SHALL BE INSTALLED WITHIN CONDUITS, TREE WELLS AND WITHIN PROPERTY BOUNDARIES. 3. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED
TO OBTAIN FULL COVERAGE. NOZZLE CHANGES MAY BE NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD/DELETE HEADS AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. 4. CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING POINT OF CONNECTION/DESIGN STATIC PRESSURE AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE
POINT OF CONNECTION AND CONTROLLER LOCATION PRIOR TO COMMENCING CONSTRUCTION. 6. CONTRACTOR TO SIZE PIPE TO ENSURE FLOW DOES NOT EXCEED 5 FPS. IRRIGATION LATERAL LINE: PVC CLASS 200
SDR 21 LEGEND RAIN BIRD 1806 15EST RAIN BIRD 1806 15SST RAIN BIRD 1806 08F RAIN BIRD 1806 08H RAIN BIRD 1806 08Q RAIN BIRD 1806 10F RAIN BIRD 1806 10H RAIN BIRD 1806 12F RAIN BIRD 1806
12H RAIN BIRD 1806 08V RAIN BIRD 1806 12V RAIN BIRD 1806 15V E S 8 8 8 10 10 12 12 8 21 51 RAIN BIRD PEB 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION. WATER METERXX PROPOSED BUILDING POC AT PROPOSED 1" IRRIGATION METER, FIELD VERIFY LOCATION RAIN BIRD R-VAN-STRIP 1804-SAM-P45 SST RAIN BIRD R-VAN18 1804-SAM-P45
RV-18 IRRIGATION PLAN IS SCHEMATIC - LOCATE PIPING IN ADJACENT LANDSCAPE BED TO SOUTH/NORTH STATIC PRESSURE = 60 PSI IRRIGATION PLAN IS SCHEMATIC LOCATE PIPING IN ADJACENT LANDSCAPE
BED TO SOUTH/NORTH PLAN SCALE IN FEET 0 10' 20' D Y L A N S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T
E C T 1 1 IR-02 IRRIGATION SCHEDULE AND NOTES 17 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON
17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1. REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS. 2.
CONTRACTOR SHALL FIELD VERIFY STATIC PRESSURE AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL MAINTAIN PIPE FLOWS 5 FPS OR LESS. 4.
ALL IRRIGATION CONDUITS SHALL BE A MINIMUM OF 2X THE DIAMETER OF THE PIPE(S) WITHIN SLEEVE. 5. ANY DISCREPANCIES IN LINE SIZING SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. 6. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING
IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION
OF THE LANDSCAPE ARCHITECT AND AT NO COST TO THE OWNER. 8. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT
EXTENDING 12 INCHES BEYOND HARD SURFACE EDGE AT 18" DEPTH. 9. ALL CONTROL WIRING NOT IN MAINLINE TRENCH SHALL BE BURIED WITHIN PVC CONDUIT. CONDUIT SHALL BE PLACED 18" BELOW FINISH
GRADE. ALL CONDUIT AND FITTINGS SHALL BE SCH. 40. 10. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. 11. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE. 12. WHERE TWO
OR MORE PIPES SHARE THE SAME TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES. 13. IRRIGATION SITE PLAN IS SCHEMATIC.
IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION
OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD
VERIFY ALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT. 14. IRRIGATION CONTROLLER TO BE LOCATED WITHIN MECHANICAL ROOM - CONTRACTOR TO COORDINATE
EXACT LOCATION PRIOR TO CONSTRUCTION. 15. ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO-STEP PROCESS W/ SEPERATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION
AND CONDUIT ASSEMBLY ONLY. NO "ONE-STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. USE. 16. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION
SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY ADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATIONS
AND POWER SOURCES WITH CITY AND GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. IRRIGATION IMPROVEMENTS - GENERAL NOTESIRRIGATION SCHEDULE D Y L A N S . B A I L E Y N O . 1 5 0 3 E X
P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T E C T SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS SYMBOL MANUFACTURER/MODEL/DESCRIPTION
E S 8 8 8 10 12 12 8 51 M1 #" # Valve Number Valve Size Valve Flow Valve Callout #
Eagle Plaza_Civil Response to Comments_050124.pdf Microsoft Word - ResponseToComments.docx
Technical Memorandum 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 | 253.604.6600 | Parametrix.com DATE: May 1, 2024 TO: City of Yelm FROM: S. Matthew Craig (Parametrix) SUBJECT:
Eagle Plaza - Response to Civil Comments PROJECT NUMBER: 217-7257-011 PROJECT NAME: Eagle Plaza Commercial To Whom it May Concern: Below please find our responses to the Civil Plan
review comments received from the City of Yelm. Organized by sheet number: CV-01: Site Zoning is “Commercial District (C-1)” – plan sheet has been updated CV-01: Include additional
utilities (at least Sanitary Sewer) – sanitary sewer – City of Yelm has been added to list of service providers ALL: Provide Signature Approval Block to all sheets – A box has been
added to all sheets, City can place their approval block inside box. DM-01: Add General Note: For any inspection 48-hour notice required to schedule. Scheduling a water shutdown
requires additional 72 hours. – has been added to plan sheet UT-01: Show location of grease interceptor – has been added to plan sheet UT-01: Move STEP tank to landscape area – has
been moved DT-01: Remove Typical Pavement section – has been removed DT-02: Remove unnecessary dimensions for the parking stall detail – removed WSDOT Parking Space Layouts detail
from plan sheet DT-02: Reinforced Concrete Detail does not match City of Yelm Detail – This detail was developed by our structural group to meet the requirements of the Starbuck tenant
and remains on the plan sheet DT-03: Add Backflow Assembly Detail 4-16 to 4-18 depending on size needed – Detail 4-16 and 4-17 has been added to the detail sheet DT-04 DT-03:
Add details for the STEP tank and Grease Interceptor – have been added, grease interceptor can be found on DT-04 LS-02: Note for tree root barrier added
Eagle Plaza_Design Narrative Resubmittal.pdf
p:\projects\ta\eagle plaza\a23-093 eagle plaza retail\03 documentation\permitting\05 civil permit\civil permit resubmittal\eagle plaza resubmittal.docx April 30, 2024
City of Yelm Planning & Building Department RE: Eagle Plaza – Permit Revision Narrative This letter is to inform the City of Yelm Planning & Building Department that we have adjusted
the total length of the previously submitted building located at 937 Yelm Avenue West (parcel # 45170000400). The total length of the building has been increased by 3’-0” (a total addition
of 195 SF) and one patio has been converted to parking in front of the building. All disciplines have updated their drawings to reflect this change and are included with this resubmittal.
Sincerely, Matt Ebersole Helix Design Group, Inc.
Eagle Plaza_Owner Revision Full Plan Set_042924.pdf
NORTH SECTION NUMBER SHEET NUMBER SHEET NUMBER SECTION LETTER SHEET NUMBER DETAIL NUMBER REVISION C.O.S. = center of structure F.O.S. = face of structure (E) = existing WALL SECTION
GRID LINE DESIGNATION BUILDING SECTION DETAIL REVISION MATCHLINE NORTH ARROW 01 A ELEVATION NUMBER SHEET NUMBER EXTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER INTERIOR ELEVATION MATCHLINE
6B A300 10B A400 10B A500 3B A700 1 A601 3A 10A 5A 7A 01 A F.O.S. C.O.S. F.O.S. C.O.S. F.O.S. C.O.S. F.O.S. C.O.S. SITE AREA P R O J E C T I N F O R M A T I O N BUILDING AREA ACRES
0.32 ACRES SQUARE FOOTAGE 13,939 SQ FT FIRST FLOOR 6,495 SQ FT TOTAL 6,495 SQ FT G E N E R A L N O T E S 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE
MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND
REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL
VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY
OF ANY CONFLICTS. 7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION
IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED DETAIL FOR GUIDANCE AND APPROVAL. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF ELECTRICAL WORK
AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, CONDUITS AND EQUIPMENT. 9. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER
OF MULLION, FACE OF CONCRETE, FACE OF MASONRY, FACE OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED. 10. LABORATORY TESTING AND SPECIAL INSPECTION REQUIRED IN ACCORDANCE WITH
IBC CHAPTER 17 FOR ALL EARTHWORK COMPACTION, FIELD WELDING, HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT SPECIAL INSPECTOR AND TESTING LAB FOR ALL
CODE REQUIRED TESTING AND SPECIAL INSPECTIONS. CITY OF YELM MUNICIPAL CODE TITLE 18 - ZONING 45170000400PARCEL NUMBER ZONING GOVERNING CODE LAND USE Z O N I N G I N F O R M A T I
O N OFF-STREET PARKING STALL REQUIREMENTS CHAPTER 18.36 CHAPTER 18.36 PERMIT USES RETAIL ESTABLISHMENTS CHAPTER 18.54 STANDARD STALL 9' x 20' (MINIMUM SIZE) ADA STANDARD STALL 9' x
20' (MINIMUM SIZE) STALL REQUIREMENTS (RETAIL): 1 SPACE PER 250 SQ FT OF GFA TOTAL REQUIRED: 26 STALLS TOTAL PROVIDED: 28 STALLS C-1 (COMMERCIAL DISTRICT) FIRE ALARM AND DETECTION SYSTEM
WITH A MUNICIPAL TRIP CIRCUIT SHALL BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE WITH IBC SECTION 907. AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE
WITH IBC SECTION 903. V-B (NON-FIRE RATED) (COMBUSTIBLE CONSTRUCTION) IBC TABLE 504.3 60 FEET S BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE TO SECTION
903.3.1.1 IBC TABLE 504.4 2 STORIES S BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE TO SECTION 903.3.1.1 CONSTRUCTION CLASSIFICATION ALLOWABLE BUILDING
HEIGHT IN FEET ABOVE GRADE PLANE ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE ALLOWABLE BUILDING AREA AUTOMATIC SPRINKLER SYSTEM FIRE ALARM AND DETECTION SYSTEM C O D E I N F O R
M A T I O N GOVERNING CODE OCCUPANCY CLASSIFICATION 2018 INTERNATIONAL BUILDING CODE (IBC) WASHINGTON STATE AMENDMENTS 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WASHINGTON STATE
AMENDMENTS 2018 WASHINGTON STATE ENERGY CODE (WSEC) 2018 UNIFORM PLUMBING CODE (UPC) IBC TABLE 506.2 FIRST FLOOR 36,000 SQ FT (S1) TOTAL 36,000 SQ FT S1: BUILDING A MAXIMUM OF
ONE-STORY ABOVE GRADE PLANE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE TO SECTION 903.3.1.1) B BUSINESS IBC CHAPTER 3 IBC CHAPTER 9 IBC CHAPTER 9 IBC SECTION
602 D E F E R R E D S U B M I T T A L S AUTOMATIC SPRINKLER SYSTEM DRAWINGS DEFERRED TO CONTRACTOR'S DESIGN-BUILD SUBMITTAL. AUTOMATIC SPRINKLER SYSTEM DRAWINGS ALL DEFERRED SUBMITTALS
SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO SUBMITTING TO BUILDING DEPARTMENT. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE
BUILDING DEPARTMENT. A RECORD DRAWING SET OF THE APPROVED SUBMITTAL SHALL BE SUBMITTED TO ARCHITECT PRIOR TO COMMENCEMENT OF RELATED WORK. FIRE ALARM AND DETECTION SYSTEM DRAWINGS DEFERRED
TO CONTRACTOR'S DESIGN-BUILD SUBMITTAL. FIRE ALARM AND DETECTION SYSTEM DRAWINGS HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACTS: MATT EBERSOLE
PROJECT MANAGER PHONE: (253) 922-9037 EMAIL: MATTE@HELIXDESIGNGROUP.NET ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER LANDSCAPE ARCHITECT N.T.S. PARAMETRIX 1019 39TH AVENUE SE, SUITE
100 PUYALLUP, WA 98374 CONTACT: MATT CRAIG PHONE: 253.604.660 EMAIL: MCRAIG@PARAMETRIX.COM NORTH NORTH S Y M B O L S S H E E T I N D E X V I C I N I T Y M A PA R E A M A P GENERAL
DRAWINGS ARCHITECTURAL DRAWINGS design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE PLOTTED: FILE PATH: DRAWING NO. HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design
Group. AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 1:13:45 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 COVER SHEET YELM,
WA OWNER REVISION OWNER REVISION E A G L E P L A Z A R E T A I L BUILDING SHELL 937 YELM AVE. W. YELM, WA 98597 PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL G001 WHITE PROJECT
LOCATION URBAN OLYMPIC PO BOX 7534 OLYMPIA, WA 98507 CONTACT: WALKER JOHN EMAIL: WALKER@URBANOLYMPIA.COM OWNER AREA OF WORK N.T.S. CIVIL & LANDSCAPE DRAWINGS STRUCTURAL DRAWINGS G001
COVER SHEET G002 SITE PLAN G010 PICTORIAL VIEWS G020 BUILDING ASSEMBLIES, COLORS, AND MATERIALS LEGEND G030 LEGENDS AND NOTES G040 LEGEND AND NOTES G050 SPECIFICATIONS S&C G060 LANDLORD
REQUIREMENTS G070 LANDLORD REQUIREMENTS G080 LANDLORD REQUIREMENTS SV-01 TOPOGRAPHIC SURVEY CV-01 COVER SHEET LG-01 GENERAL NOTES, LEGEND AND ABBREVIATIONS DM-01 DEMOLITION AND TESC
PLAN DM-02 DEMOLITION AND TESC DETAILS HS-01 HARDSCAPE PLAN GR-01 GRADING PLAN GR-02 GRADING POINT TABLES GR-03 GRADING DETAILS UT-01 UTILITY PLAN DT-01 DETAILS DT-02 DETAILS DT-03
DETAILS LS-01 LANDSCAPE PLAN LS-02 LANDSCAPE DETAILS AND SCHEDULE IR-01 IRRIGATION PLAN IR-02 IRRIGATION SCHEDULE AND NOTES A100 FLOOR PLAN A110 ROOF PLAN A120 REFLECTED CEILING PLAN
A200 SCHEDULES A300 EXTERIOR ELEVATIONS A400 BUILDING SECTIONS A500 WALL SECTIONS A700 EXTERIOR DETAILS A701 EXTERIOR DETAILS A800 SITE DETAILS S001 GENERAL NOTES S002 GENERAL NOTES
S003 GENERAL NOTES S004 GENERAL NOTES S100 FOUNDATION AND GRADE LEVEL PLAN S101 ROOF FRAMING PLAN S300 FOUNDATION DETAILS S301 FOUNDATION DETAILS S400 FRAMING DETAILS S401 FRAMING DETAILS
S402 FRAMING DETAILS S403 FRAMING DETAILS S404 FRAMING DETAILS S500 CANOPY DETAILS PARAMETRIX 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WA 98374 CONTACT: MATT CRAIG PHONE: 253.604.660
EMAIL: MCRAIG@PARAMETRIX.COM PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVE, SUITE 701 TACOMA, WA 98402 CONTACT: KATELYN SMITH PHONE: 253.383.2797 EMAIL: KSMITH@PCS-STRUCTURAL.COM MECHANICAL
& PLUMBING ENGINEER VEACH CONSULTING ENGINEERS 12202 PACIFIC AVE S, SUITE B TACOMA, WA 98444 CONTACT: TED VEACH PHONE: 253.274.5701 EMAIL: TEDV@VEACHENG.COM SURVEY MECHANICAL DRAWINGS
PLUMBING DRAWINGS M001 LEGEND & NOTES M002 SCHEDULES & NOTES M101 HVAC PLANS E01 ELECTRICAL GENERAL NOTES/ LIGHT FIXTURE SCHEDULE E10 ELECTRICAL SITE PLAN E20 LIGHTING FLOOR PLAN E30
POWER/ SIGNAL FLOOR PLAN E40 POWER RISER DIAGRAM/ ELECTRICAL SCHEDULES E41 ELECTRICAL SCHEDULES/ ELECTRICAL DETAILS SURVEYER MTN 2 COAST LLC 2320 MOTTMAN RD SW, STE 106 TUMWATER, WA
98512 CONTACT: SETH E. PRIGGE PHONE: 360.688.1949 1 OWNER REVISION 4/29/24 1 1 ELECTRICAL DRAWINGS P001 LEGEND AND NOTES P002 SCHEDULES & DETAILS P101 PLUMBING PLANS ARCHITECTURAL DRAWINGS
A100 FLOOR PLAN A110 ROOF PLAN A120 REFLECTED CEILING PLAN A200 SCHEDULES A300 EXTERIOR ELEVATIONS A400 BUILDING SECTIONS A500 WALL SECTIONS A700 EXTERIOR DETAILS A701 EXTERIOR DETAILS
A800 SITE DETAILS LS-01 LANDSCAPE PLAN LS-02 LANDSCAPE DETAILS AND SCHEDULE IR-01 IRRIGATION PLAN IR-02 IRRIGATION SCHEDULE AND NOTES DT-02 DETAILS DT-03 DETAILS E40 STATE OF WASHINGTON
BRUCE McKEAN REGISTERED ARCHITECT 5134 DESCRIPTION SYMBOL AND TEXT PROPERTY LINE SITE PLAN LEGEND 2 100.00' N 90° 00' 00" W length (ft) angle (survey) 100.00' N 90° 00' 00" W length
(ft) angle (survey) ADJACENT PROPERTY LINE description and setback distance PROPERTY SETBACK LINE 10'-0" description and dimension EASEMENT 10'-0" (E) = existing FINISH GRADE ELEVATION
EL. 0.00' outline of building BUILDING BUILDING T.O.F. = 100.0' height/description FENCE 6' CHAINLINK FENCE 26'-0" row count, accessible stall indicator (H.C.), concrete curb, curb
cut, H.C. parking signs, 2% max slope all directions ACCESSIBLE PARKING STALLS 2 18'-0" row count, compact stall indicator (C), wheel stops where indicated, concrete curb PARKING STALL
AND LANDSCAPE PLANTER C C R=2' LP F.H. LIGHT POLE FIRE HYDRANT CENTERLINE OF STREET street name STREET NAME EDGE OF ROAD description EDGE OF PAVEMENT (E) = existing (E) = existing B
BOLLARD fixed 6" diameter steel bollard, concrete apron removable 6" diameter steel bollard, concrete apron B(r) concrete pavement with troweled joint pattern as shown on site plan
CONCRETE PAVEMENT CONCRETE PAVING NOTE GENERAL NOTES 1. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 2. REFER TO SHEET G030 FOR STANDARD ABBREVIATIONS
LIST. 3. PROVIDE PAVEMENT MARKINGS (PAINTED LINES AND GRAPHICS) AT ALL PARKING STALLS AND ADA ACCESS AISLES AS SHOWN ON SITE PLAN. 4. PAINT CONCRETE CURBS AT FIRE LANES AND NO PARKING
AREAS AS SHOWN ON SITE PLAN. 5. CONNECT ROOF DRAINS TO STORM SYSTEM. INSTALL CLEANOUTS AT EACH ROOF DRAIN CONNECTION. YELM AVE SE PARCEL # 45170000001 LOT OWNERS OF EAGLE PLAZA BSP
PARCEL # 45170000400 HOLLAMER INVESTMENTS LLC PARCEL # 45170000300 OLYMPIA FEDERAL SAVINGS & LOAN TRASH ENCLOSURE S10 S13 S20 S24 S23 S24 S08 S08 S09 S27 S01 S05 S11 S11 S11 S11 S11
S11 S11 S11 S18 S26 EXISTING BUILDING (NO WORK) EXISTING BUILDING (NO WORK) TAHOMA BLDV SE S17 S25 S07 BUILDING SF: 6,320 SF # NOTE SITE PLAN NOTES NORTH 20' 60' SCALE: 1" = 30' 0'
10' 30' 20' 60' SCALE: 1" = 30' 0' 10' 30' design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9
10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced
in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:27 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G002 SITE PLAN YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1 OWNER REVISION 4/29/24
1" = 30'-0"10C SITE PLAN S01 PROVIDE 6" THICK SEALED CONCRETE PAVING AT TRASH ENCLOSURE. EXTEND CONCRETE WEAR APRON 12'-0" FROM FRONT EDGE OF ENCLOSURE TOWARD HAULER ACCESS POINT. S05
PROVIDE A LOCKABLE HOSE BIB WITHIN THE TRASH AND RECYCLING AREA. S07 PATIO AREA RAILING PER DETAIL 4D/A800. S08 DEDICATED MOP STALLS S09 COORDINATE SITE DIRECTIONAL SIGN LOCATIONS WITH
TENANT IMPROVEMENT DOCUMENTS S10 SBUX WELCOME MONUMENT SIGN. COORDINATE WITH OWNER'S SIGN CONSULTANT FOR FINAL LOCATION AND POWER REQUIREMENTS S11 OVERHEAD CANOPY S13 OUTDOOR SEATING
S17 (E) STREET TREE(S) TO REMAIN S18 SBUX 'STOP' STENCIL FOR PEDESTRIAN SAFETY S20 VEHICLE DETECTOR LOOP PER SBUX SPECIFICATION S23 FENCE PER DETAIL 10H/A701 S24 ADA SIGNAGE S25 6"
BOLLARD PER SBUX SPECIFICATION S26 (E) PEDESTRIAN CROSSWALK AND CONNECTION TO REMAIN S27 6" CONCRETE BOLLARD PER STARBUCKS SPECIFICATION 1 STATE OF WASHINGTON BRUCE McKEAN REGISTERED
ARCHITECT 5134 5A ISOMETRIC VIEW - NORTHWEST 5F ISOMETRIC VIEW - NORTHEAST 10F ISOMETRIC VIEW - SOUTHEAST 10A ISOMETRIC VIEW - SOUTHWEST design group HELIX DESIGN GROUP, INC DATE JOB
NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED:
FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:30 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G010 PICTORIAL
VIEWS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 BUILDING ASSEMBLY NOTES W A L L S F
L O O R S ASSEMBLY MATERIALSW1 CAST-IN-PLACE CONCRETE FINISH PER SCHEDULE CAST-IN-PLACE CONCRETE (BELOW GRADE) WATERPROOFING SYSTEM / DAMPROOFING SYSTEM * RIGID INSULATION (C.I.) *
FOUNDATION WALLS AND FOOTINGS. * DAMPPROOFING SYSTEM AT BELOW GRADE FOUNDATION WALLS AND FOOTINGS. ASSEMBLY MATERIALSW2 ARCHITECTURAL WALL PANEL (WOOD STUD FRAMING) FINISH PER SCHEDULE
ARCHITECTURALWALL PANEL CLIP SYSTEM (DRAINAGE CAVITY) * WEATHER RESISTIVE BARRIER (FLUID-APPLIED) ** PLYWOOD SHEATHING [2] WOOD STUD FRAMING THERMAL BATT INSULATION VAPOR BARRIER MATERIAL
AND FINISH PER SCHEDULE * ARCHITECTURAL WALL PANEL CLIP SYSTEM INCLUDING ACCESSORIES, HARDWARE, SPACERS AND COMPONENTS FOR DRAINAGE CAVITY SYSTEM. ** VAPOR PERMEABLE AIR BARRIER. F1
ASSEMBLY MATERIALS CAST-IN-PLACE CONCRETE (WATERPROOFING SYSTEM) MATERIAL AND FINISH PER SCHEDULE CAST-IN-PLACE CONCRETE SLAB ON GRADE WATERPROOFING SYSTEM CAPILLARY BREAK LAYER (4
INCH MINIMUM) * * REFER TO GEO-TECHNICAL REPORT. ASSEMBLY MATERIALSR1 FINISH PER SCHEDULE SINGLE-PLY MEMBRANE ROOFING 1/4" COVER BOARD RIGID INSULATION
(C.I.) PLYWOOD SHEATHING [2] MANUFACTURED WOOD TRUSSES * * REFER TO STRUCTURAL DRAWINGS FOR MEMBER SIZES AND LAYOUT. SINGLE-PLY MEMBRANE ROOFING (WOOD JOISTS) R O O F S ASSEMBLY MATERIALSR2
METAL ROOFING PANEL (STRUCTURAL STEEL FRAMING) FINISH PER SCHEDULE METAL ROOFING PANEL STRUCTURAL STEEL FRAMING MEMBERS * FINISH PER SCHEDULE * REFER TO STRUCTURAL DRAWINGS FOR MEMBER
SIZES AND LAYOUT. 1. WALL TYPES: REFER TO FLOOR PLAN FOR WALL TYPE LEGEND. 2. REFER TO EXTERIOR ELEVATIONS FOR EXTENT OF EXTERIOR WALL ASSEMBLY. 3. REFER TO ROOF PLAN FOR ROOF ASSEMBLY
LOCATIONS. 4. EXTERIOR FINISHES: REFER TO EXTERIOR FINISH SCHEDULE. 5. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEN FOR EXTERIOR WALL OPENING MEMBRANE FLASHING REQUIRMENTS 6.
REFER TO BUILDING THERMAL ENVELOPE LEGEND FOR INSULATION VALUES AND INSTALLATION REQUIREMENTS. FOOTNOTES [1] INSTALL MEMBRANE FLASHING @ ALL PENETRATIONS THRU WEATHER RESISTIVE BARRIER
FOR WATERTIGHT INSTALLATION. INSTALL MEMBRANE FLASHING ACCORDING TO MANUFACTURERS STANDARD INSTALLATION DETAILS. [2] EXTERIOR PLYWOOD SHEATHING: REFER TO STRUCTURAL DRAWINGS VARIES
BUILDING ASSEMBLY LEGEND ASSEMBLY MATERIALSW4 BRICK MASONRY UNIT (VENEER) (WOOD STUD FRAMING) STUCCO (WOOD STUD FRAMING) FINISH PER SCHEDULE BRICK MASONRY UNIT (VENEER) AIR SPACE (DRAINAGE
CAVITY) WEATHER RESISTIVE BARRIER (FLUID-APPLIED) * PLYWOOD SHEATHING [7] WOOD STUD FRAMING THERMAL BATT INSULATION VAPOR BARRIER MATERIAL AND FINISH PER SCHEDULE * VAPOR PERMEABLE
AIR BARRIER. 5 1/2" FINISH PER SCHEDULE STUCCO METAL LATH WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING WOOD STUD FRAMING THERMAL BATT INSULATION VAPOR BARRIER MATERIAL AND FINISH PER
SCHEDULE W3 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN
GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without
permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:31 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit
23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G020 BUILDING ASSEMBLIES, COLORS, AND MATERIALS LEGEND YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE SYMBOL
MATERIAL MANUFACTURER SPECIFICATIONS COLOR / PATTERN / TYPE LOCATION DIVISION 3 - CONCRETE CONC-1 ARCHITECTURAL CONCRETE - [5] COLOR: NATURAL GRAY, PROVIDE CLEAR SEALER, TEXTURE: SMOOTH
EXPOSED VERTICAL SURFACES DIVISION 4 - MASONRY BRK-1 BRICK MASONRY UNIT SUMMIT BRICK CO. MODULAR (3 5/8" X 2 1/4" X 7 5/8") COLOR: ALASKAN WHITE, TEXTURE: GRAIN REFER TO EXTERIOR ELEVATIONS
CMU-1 CONCRETE MASONRY UNIT MUTUAL MATERIALS SPLIT FACE (8-8-16) COLOR: NATURAL [4] TRASH ENCLOSURE DIVISION 5 - METALS MF-1 METAL FABRICATIONS - AESS MEMBERS AND FABRICATION COLOR:
PT-2 SOLID WASTE ENCLOSURE MRS-1 METAL RAILING SYSTEM - AESS MEMBERS AND FABRICATION COLOR: PT-2 REFER TO FLOOR PLAN STL-2 STRUCTURAL STEEL FRAMING - AESS MEMBERS COLOR: PT-2 EXPOSED
CANOPY STEEL MEMBERS DIVISION 7 - THERMAL AND MOISTURE PROTECTION ALUM-1 ALUMINUM FLASHING AND TRIM KAWNEER REFER TO STOREFRONT SYSTEM SCHEDULE COLOR: MATCH STOREFRONT AWP-1 ARCHITECTURAL
WALL PANEL LONGBOARD VERTICAL 4" V-GROOVE PANEL COLOR: ROCK ELM REFER TO EXTERIOR ELEVATIONS GT-1 GROUT - - - MTL-1 METAL FLASHING AND TRIM AEP SPAN - COLOR: MATCH STOREFRONT REFER
TO ROOF PLAN SPMR-1 SINGLE-PLY MEMBRANE ROOFING CARLISLE SYNTEC SYSTEMS 60 MIL TPO MEMBRANCE COLOR: WHITE DIVISION 8 -OPENINGS GL-1 INSULATED GLASS PPG INDUSTRIES INSULATED GLAZING
UNIT: [3] COLOR: CLEAR EXTERIOR GLAZING: WINDOWS/ STOREFRONTS HM-1 HOLLOW METAL DOOR AND FRAME - - COLOR: MATCH STOREFRONT REFER TO EXTERIOR ELEVATIONS SFS-1 STOREFRONT SYSTEM KAWNEER
SEE STOREFRONT SCHEDULE COLOR: BLACK ANODIZED REFER TO EXTERIOR ELEVATIONS WIN-1 DRIVE THRU WINDOW 275 1/4" TEMPERED - DID 14076 (WINDOW) + 10721 (AA100 AIR CURTAIN) - FINISH: MATCH
STOREFRONT DRIVE THRU DIVISION 9 - FINISHES PCS-1 PORTLAND CEMENT STUCCO - ACYRLIC FINISH, SAND PEBBLE FIND TEXTURE COLOR: PT-3 PT-1 CLEAR SEALER - MPI PREMIUM GRADE COLOR: CLEAR REFER
TO EXTERIOR ELEVATIONS PT-2 POWDER COATED FINISH - POWDER COATED HIGH-PERFORMANCE (PVDF) FINISH COLOR: MATCH STOREFRONT REFER TO EXTERIOR ELEVATIONS PT-3 PAINT SHERWIN WILLIAMS MPI
PREMIUM GRADE COLOR: SW 7019 (GAUNTLET GRAY) REFER TO EXTERIOR ELEVATIONS DIVISION 10 - SPECIALTIES MES-1 MECHANICAL EQUIPMENT SCREEN - - - REFER TO ROOF PLAN DIVISION 12 - FURNISHINGS
HLB-1 BIKE RACK GLOBAL INDUSTRIAL U-RACK 2-BIKE CAPACITY, FLANGE MOUNT SEMI GLOSS (BLACK, POWDER COAT) [1] COLORS AND MATERIALS SCHEDULE COLOR AND MATERIALS NOTES GENERAL NOTES: 1.
SPECIFICATIONS: REFER TO SHEET G050 FOR SPECIFICATIONS OF MATERIALS AND PRODUCTS NOT INCLUDED WITHIN THE COLORS AND MATERIALS SCHEDULE. FOOTNOTES: [1] MOUNTING HARDWARE: SURFACE MOUNTED,
BOLT DOWN ACCESSORIES, CAST ALUMINUM BASE COVER [2] ARCHITECTURAL WALL PANEL(AWP): PROVIDE AND INSTALL LONGBOARD MANUFACTURED METAL TRIM. INSTALL CORNER KEY TRIM AT ALL OUTSIDE WALL
CORNERS. PROVIDE ALL ARCHITECTURAL WALL PANEL COMPONENTS, METAL TRIM, HARDWARE AND ACCESSORIES FOR COMPLETE INSTALLATION. INSTALL METAL TRIM AND METAL FLASHING AT DOOR AND STOREFRONT
SYSTEM OPENINGS. INSTALL H-MOLD TRIM AT VERTICAL EXPANSION JOINTS; REFERTO EXTERIOR ELEVATIONS FOR VERTICAL EXPANSION JOINT LAYOUT. INSTALL METAL STARTER FLASHING PRIOR TO INSTALLING
STARTER TRACK AT BOTTOM PANEL. PROVIDE SHOP FINISH (POWDER COATED HIGH-PERFORMANCE FINISH) FOR ALL EXPOSED METAL TRIM COMPONENTS. METAL TRIM AND METAL FLAHSING COLOR TO MATCH ARCHITECTURAL
WALL PANELS. [3] INSULATED GLAZING UNIT: PPG INDUSTRIES. SOLARBAN 60 (2) CLEAR + CLEAR. LOW-E GLASS. ARGON GLASS. THICKNESS: 1/4" GLASS. I-INCH INSULATED GLAZING UNIT. NFRC U-VALUE
(WINTER ARGON) = 0.24. NFRC SHGC = 0.39 [4] APPLY SEALER (PT-1). [5] ARCHITECTURAL CONCRETE; SMOOTH FINISH. NOTES STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 STANDARD
ABBREVIATIONS LIST EXTERIOR ENVELOPE: PER 2018 WSEC REQUIREMENTS WALL ASSEMBLY: R-21 THERMAL BATT INSULATION [1] ROOF ASSEMBLY: R-38 RIGID INSULATION (C.I.) [2] SLAB ON GRADE: R-10
RIGID INSULATION (C.I.) [3] VERTICAL FENESTRATION: METAL FRAMING: U=0.38 ASSEMBLY MAXIMUM. [4][5] FIXED SHGC=0.40 ASSEMBLY MAXIMUM. [4][5] OPAQUE DOORS (SWINGIING): U=0.37 ASSEMBLY
MAXIMUM. AIR BARRIER: PROVIDE CONTINUOUS AIR BARRIER THROUGHOUT THE BUILDING THERMAL ENVELOPE. - SEE AIR BARRIER REQUIREMENTS BELOW. BUILDING THERMAL ENVELOPE LEGEND FOOTNOTES: [1]
PER WSEC PARA. A103.2.2 INTERMEDIATE. STUDS FRAMED ON 16 INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. CORNERS USE TWO STUDS OR OTHER MEANS OF FULLY INSULATING CORNERS,
AND EACH OPENING IS FRAMED BY TWO STUDS. HEADERS CONSIST OF DOUBLE 2X MATERIAL WITH R-10 INSULATION. INTERIOR PARTITION WALL/EXTERIOR WALL INTERSECTIONS ARE FULLY INSULATED IN THE
EXTERIOR WALL ARCHITECTURAL WALL PANEL (NICHIHA PANEL) ON WOOD STUDS: R-21 THERMAL BATT INSULATION (CAVITY). [2] SINGLE-PLY MEMBRANE ROOFING: R-40 RIGID INSULATION. (2) LAYERS OF 4"
THICK EXTRUDED POLYSTYRENE (XPS) RIGID INSULATION BOARD. (C.I.) [3] BUILDING PERIMETER. WIDTH = 2'-0" WITH THERMAL BREAK. EXTEND INSULATION VERTICALLY FROM TOP OF SLAB TO TOP OF FOOTING
(MIN. 2'-0"). RIGID INSULATION: (1) LAYER OF 2" THICK EXTRUDED POLYSTYRENE (XPS) INSULATION BOARD. [4] INSULATING GLASS UNIT: DOUBLE PANE SEALED UNIT. VERTICAL FENESTRATION (WINDOWS,
STOREFRONTS AND STOREFRONT ENTRANCES): THE ASSEMBLY (INCLUDING THE FRAMES) SHALL HAVE NATIONAL FENESTRATION RATING COUNCIL (NFRC) CERTIFICATION IN ACCORDANCE WITH 2015 WASHINGTON STATE
ENERGY CODE REQUIREMENTS. ASSEMBLY SHALL HAVE MAXIMUM U-VALUE AS SPECIFIED. [5] VERTICAL FENESTRATION (METAL FIXED): INCLUDES METAL FRAMING WITH OR WITHOUT THERMAL BREAK. FIXED INCLUDES
PICTURE WINDOWS, STOREFRONTS AND CURTAIN WALL ASSEMBLIES. FIXED UNITS SHALL HAVE MAXIMUM U-VALUE AND SOLAR HEAT GAIN COEFFICIENT (SHGC) AS SPECIFIED. GENERAL NOTES 1. ALL INSULATION
MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES, MAINTAIN CLEARANCES AND MAINTAIN UNIFORM R-VALUES. INSULATE MISCELLANEOUS GAPS
AND VOIDS. 2. VAPOR BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. TAPE SEAL BUTT ENDS, LAPPED FLANGES, PENETRATIONS, TEARS OR CUTS IN MEMBRANE. EXTEND VAPOR BARRIER TIGHT
TO FULL PERIMETER OF WINDOW FRAMES, DOOR FRAMES, LOUVERS, METAL DECK AND OTHER ITEMS INTERRUPTING THE PLANE OF MEMBRANE. TAPE SEAL ENDS OF VAPOR BARRIER TO FRAMES, METAL DECK AND OTHER
ITEMS. 3. ALL INSULATION R-VALUES INDICATED FOR ASSEMBLY TYPES ARE MINIMUMS. 4. EXTRUDED POLYSTYRENE (XPS) RIGID INSULATION R-VALUE: R-5.0 PER 1" THICKNESS (MAXIMUM CALCULATION). 5.
POLYISOCYANURATE (ISO) RIGID INSULATION R-VALUE: R-5.7 (LTTR) PER 1" THICKNESS (MAXIMUM CALCULATION). 6. EXPANDED POLYSTYRENE (EPS) RIGID INSULATION R-VALUE: R-3.6 PER 1" THICKNESS
(MAXIMUM CALCULATION). 7. BUILDING ENVELOPE SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE (WSEC) REQUIREMENTS. CODE COMPLIANCE BASED ON PRESCRIPTIVE BUILDING ENVELOPE METHOD AS
DEFINED IN SECTION C402 CLIMATE ZONE 4C (MARINE) AS DEFINED IN TABLE C301.1. COMPLY WITH BUILDING ENVELOPE REQUIREMENTS DEFINED IN CHAPTER 4. 8. BUILDING THERMAL ENVELOPE INSPECTION:
COMPLY WITH WSEC SECTION 104 REQUIREMENTS. WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE CODE OFFICIAL
AND THE ARCHITECT. ANY PORTIONS OF WORK THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE CODE OFFICIAL AND APPROVED BY
THE ARCHITECT. INSPECTIONS SHALL INCLUDE THE FOLLOWING: (1) WALL INSULATION; TO BE MADE AFTER ALL WALL INSULATION AND VAPOR BARRIER ARE IN PLACE, BUT BEFORE ANY WALL COVERING IS PLACED.
(2) GLAZING INSPECTION; TO BE MADE AFTER GLAZING MATERIALS ARE INSTALLED IN THE BUILDING. (3) EXTERIOR ROOFING INSULATION; TO BE MADE AFTER INSTALLATION OF THE ROOFING INSULATION, BUT
BEFORE CONCEALMENT. (4) SLAB AND FLOOR INSULATION; TO BE MADE AFTER THE INSTALLATION OF THE SLAB AND FLOOR INSULATION, BUT BEFORE CONCEALMENT. 9. BUILDING THERMAL ENVELOPE INSULATION:
AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY THE MANUFACTURER TO EACH PIECE OF BUILDING THERMAL ENVELOPE INSULATION 12 INCHES OR GREATER IN WIDTH. COMPLY WITH WSEC SECTION C303.1.1
REQUIREMENTS. 10. FENESTRATION PRODUCT RATING: U-FACTORS OF FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE
TRANSMITTANCE (VT) OF GLAZED FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200. COMPLY WITH WSEC SECTION C303.1.3 REQUIREMENTS. 11. AIR BARRIER (BUILDING TEST):
THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED THE MAXIMUM AIR LEAKAGE RATE DEFINED IN WSEC SECTION C402.5.1.2. COMPLY WITH
WSEC SECTION C402.5.1.2 BUILDING TESTING REQUIREMENTS. 12. INSULATION IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT THE MARK IS
READILY OBSERVABLE DURING INSPECTION design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8
7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:33 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G030 LEGENDS AND NOTES YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE (D) DEMOLISH / DEMOLITION
(E) EXISTING (F) FUTURE (R) RELOCATE (r) REMOVABLE (S) SALVAGE @ AT A.B. ANCHOR BOLT A.F.F. ABOVE FINISH FLOOR ABB ABBREVIATION ACM ALUMINUM COMPOSITE MATERIAL ACP ARCHITECTURAL CONCRETE
PAVER ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DIABILITIES ACT ADD'L ADDITIONAL ADJ ADJUSTABLE AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL ALUM ALUMINUM AP ACCORDIAN PARTITION
APC ARCHITECTURAL POLISHED CONCRETE AS ASPHALT SHINGLES ASMB ASSEMBLY AWF ACOUSTICAL WALL FABRIC AWP ARCHITECTURAL WALL PANEL B BOLLARD B.O.F. BOTTOM OF FOOTING BB BACKERBOARD BD BOARD
BF BRACED FRAME BLDG BUILDING BLKG BLOCKING BM BEAM BN BIRD NETTING BOT BOTTOM BRG BEARING BRK BRICK MASONRY UNIT BTWN BETWEEN C COMPACT C.I. CONTINUOUS INSULATION C.J. CONTROL JOINT
C.O.S. CENTER OF STRUCTURE CAB CABINET CB COVE BASE CBB CEMENTITIOUS BACKER BOARD CBD CHALKBOARD CER CERAMIC CG CORNER GUARD CH COAT HOOK CHRL CHAIR RAIL CLG CEILING CLK CLINKER TILE
CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE CPT CARPET CU CUBIC CV COVER CWS CURTAIN WALL SYSTEM D DEPTH D.F. DRINKING
FOUNTAIN D.S. DOWNSPOUT DBL DOUBLE DFT DRAFTING DIA DIAMETER DM DECORATIVE METAL DML DECORATIVE METAL LAMINATE DN DOWN DR DOOR DTL DETAIL DW DISHWASHER E.F. EXHAUST FAN E.P. ELECTRICAL
PANEL EA EACH EF EPOXY FLOORING EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EJC EXPANSION JOINT COVER EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR ENV ENVELOPE EPS EXPANDED
POLYSTYRENE RIGID INSULATION EQ EQUAL EQUIP EQUIPMENT EXP EXPANSION EXT EXTERIOR F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.H. FIRE HYDRANT F.I.C. FURNISHED AND INSTALLED BY CONTRACTOR
F.I.O. FURNISHED AND INSTALLED BY OWNER F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.O.S. FACE OF STRUCTURE F.P. FLAG POLE FDN FOUNDATION FF FACTORY FINISH FH FULL HEIGHT FIG
FIGURE FIN FINISH FLR FLOOR FP FIREPROOFING FRC FIBER REINFORCED CEMENTITIOUS PANEL FRL FIBER REINFORCED LAMINATE FRMG FRAMING FRP FIBER REINFORCED PANEL FRSG FIRE RATED SAFETY GLASS
FRT FIRE-RETARDANT TREATED FT FOOT / FEET FTG FOOTING G.A. GYPSUM ASSOCIATION G.F.C.I. GOVERNMENT FURNISHED CONTRACTOR INSTALLED G.F.G.I. GOVERNMENT FURNISHED GOVERNMENT INSTALLED GA
GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERAL GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GLB GLUE LAMINATE BEAM GSF GROSS SQUARE FOOTAGE GT GROUT GWB GYPSUM WALL
BOARD GYP GYPSUM H.B. HOSE BIB H.C. HANDICAPPED H.D. HAND DRYER HC HOLLOW CORE HDR HEADER HDW HARDWARE HK HOOK HLB HORIZONTAL LOUVER BLINDS HM HOLLOW METAL HMS HORIZONTAL METAL SIDING
HOR HORIZONTAL HR HOUR HSRD HIGH SPEED ROLLING DOOR HT HEIGHT HWD HARDWOOD I.D. INSIDE DIAMETER IMP INSULATED METAL PANEL INT INTERIOR IRGWB IMPACT RESISTANT GYPSUM WALL BOARD ISO POLYISOCYANURATE
RIGID INSULATION JAN JANITOR JST JOIST JT JOINT LAM LAMINATE LAV LAVATORY LBR LUMBER LBS POUNDS (WEIGHT) LG LAMINATED GLASS LIN LINOLEUM LP LIGHT POLE LVP LUXURY VINYL PLANK FLOORING
LVR LOUVER LVT LUXURY VINYL TILE M MORTAR M-R MOLD RESISTANT MAS MASONRY MAT MATERIAL MAX MAXIMUM MB MARKERBOARD MC MEDICINE CABINET MCP METAL CEILING PANELS MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MES MECHANICAL EQUIPMENT SCREEN MF METAL FABRICATIONS MFR MANUFACTURER MFW MOVEABLE FIRE WALL MIN MINIMUM MIN. MINUTE MIR MIRROR
MISC MISCELLANEOUS MMV MANUFACTURED MASONRY VENEER MR MOISTURE RESISTANT MRP METAL ROOFING PANEL MRS METAL RAILING SYSTEM MS MANUFACTURED SIDING MSP METAL SOFFIT PANEL MSS METAL STAIR
SYSTEM MTL METAL MV MASONRY VENEER MWP METAL WALL PANEL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE N/A NOT APPLICABLE NO. NUMBER NOM NOMINAL NSM NATURAL STONE MATERIAL NTS NOTES O.C.
ON CENTER O.D. OUTSIDE DIAMETER O.H. OVERHEAD O.R.D. OVERFLOW ROOF DRAIN O.R.L. OVERFLOW ROOF LEADER O.S. OVERFLOW SCUPPER OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OZ OUNCE
P.A.F. POWER ACTUATED FASTENER P.T. PRESSURE TREATED PAC PRECAST ARCHITECTURAL CONCRETE PCS PORTLAND CEMENT STUCCO PCSU PRECAST CONCRETE SOLID UNIT PERP PERPENDICULAR PLAM PLASTIC LAMINATE
PLY PLYWOOD PP POWER POLE PS PROJECTION SCREEN PSC PLASTER SKIM COAT PSF POUND PER SQUARE FOOT PSMU PRECAST STONE MASONRY UNIT PT PAINT PTD PAPER TOWEL DISPENSER PTDWR PAPER TOWEL DISPENSER
WASTE RECEPTACLE QTY QUANTITY R RADIUS R. RISER R.D. ROOF DRAIN R.L. ROOF LEADER R.O. ROUGH OPENING R.O.W. RIGHT OF WAY RB RUBBER BASE RCD ROLLING COUNTER DOOR REF REFRIGERATOR REINF
REINFORCED REQD REQUIRED RF RUBBER FLOORING RLT RELITE RPM RESIN PANEL MATERIAL RSD ROLLING SERVICE DOOR RTR RUBBER TREAD RISER RTU ROOF TOP UNIT S SOUND S.D. SOAP DISPENSER S.O.G.
SLAB ON GRADE SAE SLIDING AUTOMATIC ENTRANCE SC SOLID CORE SCH SCHEDULE SCR SHOWER CURTAIN ROD SD SECTIONAL DOORS SDG SIDING SDT STATIC DISSIPATED TILE SF SQUARE FOOT SFS STOREFRONT
SYSTEM SG SAFETY GLASS SGS SECURITY GRILLE SYSTEM SH SOAP HOLDER SHC SHOWER CURTAIN SHT SHEET SHTG SHEATHING SIM SIMILAR SJ SEISMIC JOINT SLR SEALER SLS SKYLIGHT SYSTEM SMU STONE MASONRY
UNIT SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SNTD SANITARY NAPKIN AND TAMPON DISPENSER SPEC SPECIFICATIONS SPGL SPANDREL GLASS SPMR SINGLE-PLY MEMBRANE ROOFING
SQ SQUARE SS STAINLESS STEEL SSM SOLID SURFACE MATERIAL SSMR STANDING SEAM METAL ROOFING ST STONE STD STANDARD STL STEEL STN STAIN SV SHEET VINYL T TREAD T&G TONGUE AND GROOVE T.B.
TOWEL BAR T.I. TENANT IMPROVEMENT T.O. TOP OF T.O.B. TOP OF BEARING T.O.F. TOP OF FLOOR T.O.W. TOP OF WALL T.S.C.D. TOILET SEAT COVER DISPENSER TB TACKBOARD TBB TILE BACKERBOARD TC
TOILET COMPARTMENTS TCP TILT-UP CONCRETE PANEL TD TRAFFIC DOOR TEMP TEMPORARY TFR TRANSFORMER THK THICK THML THERMAL TL TILE TPD TOILET PAPER DISPENSER TR TRANSITION TRTD TREATED TRZ
TERRAZZO TS TUBE STEEL TWF TACKABLE WALL FABRIC TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE UNFIN UNFINISHED VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VMS VERTICAL METAL
SIDING VP VENEER PLASTER W WIDTH W.C. WATER CLOSET W.W.F. WELDED WIRE FABRIC W/ WITH W/O WITHOUT WAIN WAINSCOT WB WHITEBOARD WC WALL COVERING WD WOOD WF WOOD FLOORING WG WIRE GLASS
WH WATER HEATER WIN WINDOW WOM WALK OFF MAT WP WORK POINT WR WASTE RECEPTACLE WRB WEATHER RESISTIVE BARRIER WRGWB WATER RESISTANT GYPSUM WALLBOARD WS WOOD SIDING WSEC WASHINGTON STATE
ENERGY CODE WT WEIGHT WWS WINDOW WALL SYSTEM XPS EXTRUDED POLYSTYRENE RIGID INSULATION Y.D. YARD DRAIN ℄ CENTERLINE STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 EXTEND
HEAD METAL FLASHING MINIMUM 1-INCH BEYOND EDGE OF FRAME. FORMED HEAD METAL FLASHING. PROVIDE SLIGHT SLOPE TO HORIZONTAL LEG OF FLASHING. * * INSTALL MINIMUM 9 INCH WIDE MEMBRANE FLASHING
OVER VERTICAL LEG OF HEAD METAL FLASHING. SEAL WATERTIGHT TO FACE OF WEATHER RESISTIVE BARRIER. HEAD METAL FLASHING [4] SILL METAL FLASHING [5] * EXTEND SILL METAL FLASHING TO INTERIOR
SIDE OF FRAME. PROVIDE SLIGHT SLOPE TO BOTTOM PAN; DRAIN TO EXTERIOR SIDE. * INSTALL MINIMUM 9 INCH WIDE MEMBRANE FLASHING OVER VERTICAL LEGS AT JAMBS. SEAL WATERTIGHT TO FACE OF WEATHER
RESISTIVE BARRIER OR MEMBRANE FLASHING. BUILDING EXTERIOR OPENING PROTECTION LEGEND SHEET METAL FLASHING INSTALLATION: INSTALL SEALANT AT FORMED JOINTS. GENERAL NOTES: FOOTNOTES: 1.
CONTRACT DOCUMENT INSTALLATION REQUIREMENTS MAY EXCEED WEATHER RESISTIVE BARRIER AND MEMBRANE FLASHING MANUFACTURER'S ROUGH OPENING PROTECTION INSTALLATION REQUIREMENTS BASED ON INSTALLATION
SEQUENCE; MORE STRINGENT METHOD SHALL BE FOLLOWED; COMPLYING WITH WARRANTY REQUIREMENTS. 2. SUBMIT SHOP DRAWINGS ILLUSTRATING INSTALLATION SEQUENCE AND MEMBRANE FLASHING INSTALLATION
AT ROUGH OPENINGS. 3. PREINSTALLATION MEETING IS REQUIRED FOR WEATHER RESISTIVE BARRIER AND MEMBRANE FLASHINGS. REVIEW INSTALLATION METHOD AND DETAILS DURING PREINSTALLATION MEETING.
4. MOCK-UP: A FIELD MOCK-UP ILLUSTRATING WEATHER RESISTIVE BARRIER AND MEMBRANE FLASHING INSTALLATION IS REQUIRED. MOCK-UP SHALL INCLUDE SILL METAL FLASHING INSTALLATION. 5. WEATHER
RESISTIVE BARRIER, MEMBRANE FLASHING AND METAL FLASHING INSPECTIONS: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL
OF THE ARCHITECT AND/OR THE BUILDING ENVELOPE CONSULTANT. ANY PORTIONS OF WORK THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL APPROVED
BY THE ARCHITECT AND/OR THE BUILDING ENVELOPE CONSULTANT. INSPECTIONS SHALL INCLUDE THE FOLLOWING: (1) WEATHER RESISTIVE BARRIER AND MEMBRANE FLASHING INSPECTION; TO BE MADE AFTER ALL
WEATHER RESISTIVE BARRIER AND MEMBRANE FLASHINGS ARE IN PLACE, BUT BEFORE INSTALLATION OF ROUGH OPENING METAL FLASHINGS AND WINDOW, DOOR OR LOUVERS ARE PLACED. (2) SILL METAL FLASHING
AND FRAME SUB-SILL INSPECTION; TO BE MADE AFTER SILL METAL FLASHING AND FRAME SUB-SILL ARE IN PLACE, BUT WINDOW DOOR AND LOUVERS ARE PLACED. (3) HEAD METAL FLASHINGS; TO BE MADE AFTER
INSTALLATION OF HEAD METAL FLASHINGS, BUT BEFORE CONCEALMENT. [1] CONTRACTOR SHALL INSTALL MEMBRANE FLASHING AT EXTERIOR WALL ROUGH OPENINGS EXTENDING FROM INSIDE FACE OF WALL ROUGH
OPENING OVER FACE OF EXTERIOR SHEATHING WITH A MINIMUM COVERAGE OF 9 INCHES COMPLYING WITH ASTM E2112-01. INSTALL MEMBRANE FLASHING WITH WATERTIGHT LAPS AND WITHOUT FISH MOUTHS. FISH
MOUTHS MUST BE SLIT, PRESSED FLAT, AND COVERED WITH PATCH OF MEMBRANE THAT EXTENDS BEYOND DAMAGED AREA A MINIMUM OF 6 INCHES. [2] WEATHER RESISTIVE BARRIER MAY BE INSTALLED PRIOR TO
INSTALLATION OF MEMBRANE FLASHINGS. CONFIRM COMPATIBILITY AND ADHESION OF MEMBRANE FLASHING TO WEATHER RESISTIVE BARRIER PRIOR TO INSTALLATION. COMPLY WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS, SPECIFICATIONS AND STANDARD DETAILS FOR INSTALLATION REQUIREMENTS. [3] COORDINATE INSTALLATION SEQUENCE OF METAL FLASHING AT HEAD WITH INSTALLATION OF WINDOW, DOOR OR
LOUVER FRAME; BASED ON FRAME TYPE, WALL ASSEMBLY CONSTRUCTION, MATERIALS AND FINISHES. INSTALL IN ACCORDANCE WITH CONTRACT DOCUMENT DETAILS AND APPROVED SHOP DRAWINGS. [4] INSTALL HEAD
METAL FLASHING AT ALL EXTERIOR WINDOWS, DOORS AND LOUVERS. METAL FLASHING PROFILE / SHAPE AND DIMENSIONS MAY VARY DEPENDING ON EXTERIOR WALL ASSEMBLY (THICKNESS, MATERIALS AND FINISHES)
AND FRAME POSITION WITHIN WALL OPENING. INSTALL IN ACCORDANCE WITH CONTRACT DOCUMENT DETAILS AND APPROVED SHOP DRAWINGS. [5] INSTALL SILL METAL FLASHING AT ALL EXTERIOR WINDOWS AND
LOUVERS (EXCEPT NAIL-ON FLANGE TYPE). METAL FLASHING PROFILE / SHAPE AND DIMENSIONS MAY VARY DEPENDING ON EXTERIOR WALL ASSEMBLY (THICKNESS, MATERIALS AND FINISHES) AND FRAME POSITION
WITHIN WALL OPENING. INSTALL IN ACCORDANCE WITH CONTRACT DOCUMENT DETAILS AND APPROVED SHOP DRAWINGS. SHEET METAL FLASHING THICKNESS GAUGE: GALVANIZED STEEL: MINIMUM 20 GAUGE (0.0359").
LEG "A" IS LESS THAN 2-INCHES. MINIMUM 18 GAUGE (0.0478"). LEG "A" IS 2-INCHES TO 4-INCHES MAX. ALUMINUM: MINIMUM 18 GAUGE (0.0403"). LEG "A" IS LESS THAN 2-INCHES. MINIMUM 16 GAUGE
(0.0508"). LEG "A" IS 2-INCHES TO 4-INCHES MAX. INSTALL SLOPED SUB-SILL PLATE; A CONTINUOUS SHAPED PRESSURE TREATED WOOD PLATE OR FORMED GALVANIZED SHEET STEEL BREAK SHAPE; SLOPE TOP
PLANE OF PLATE TO EXTERIOR SIDE OF ROUGH OPENING. INSTALL SLOPED SUB-SILL PLATE AT SILLS PRIOR TO INSTALLATION OF MEMBRANE FLASHINGS AND SILL METAL FLASHING. INSTALL GENEROUS BED OF
SEALANT AT FASTENER LOCATIONS PENETRATING THROUGH SILL METAL FLASHING SLOPED PAN. SEAL WATERTIGHT. INSTALL CLEAR PLASTIC ROUND WEEP TUBES AT 3'-0" MAXIMUM SPACING AND WITHIN 6-INCHES
OF JAMBS LOCATED BETWEEN SILL METAL FLASHING AND WINDOW FRAME SUB-SILL. [6] HEAD METAL FLASHING: ALL VISIBLY EXPOSED SURFACES OF HEAD METAL FLASHING SHALL BE OF COLOR AND FINISH SPECIFIED.
CONTRACTOR OPTION TO PROVIDE SINGLE PIECE OR MULTIPLE PIECE HEAD METAL FLASHING BASED ON WALL OPENING INSTALLATION CONDITION AND REQUIREMENTS. FORMED SILL METAL FLASHING * VARIES LEG
"A" WIDTH HEMMED EDGE HEMMED EDGE 3" MIN4" MIN VARIES INSTALL CONTINUOUS SEALANT BEAD BETWEEN VERTICAL LEG OF SILL METAL FLASHING AND WINDOW FRAME SUB-SILL. 1-PIECE PROVIDE SPECIFIED
COLOR AND FINISH AT ALL EXPOSED SURFACES [6] PROVIDE SPECIFIED COLOR AND FINISH AT ALL EXPOSED SURFACES [6] FABRICATION OPTIONS 2-PIECE 6 7 MEMBRANE FLASHING 3 2 EXTERIOR PLYWOOD SHEATHING
3 4 DO NOT INSTALL MEMBRANE FLASH OVER WINDOW NAIL-ON FLANGE AT SILL ROUGH OPENING MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR MEMBRANE FLASHING 6 WEATHER RESISTIVE
BARRIER AND MEMBRANE FLASHING INSTALLATION: INSTALLATION FOR THE FOLLOWING: WINDOWS (STOREFRONT SYSTEM) STOREFRONT SYSTEM HOLLOW METAL DOORS AND FRAMES LOUVERS INSTALLATION FOR THE
FOLLOWING: WINDOWS (NAIL-ON FLANGE TYPE) INSTALLATION SEQUENCE: (1) INSTALL MEMBRANE FLASHING AT EACH CORNER OF SILL. [1] [5] (2) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING AND
ROUGH OPENING AT SILL [1] [2] (3) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING AND ROUGH OPENING AT JAMBS [1] [2] (4) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING AND ROUGH OPENING
AT HEAD [1] [2] [3] (5) INSTALL WINDOW (NAIL-ON FLANGE TYPE). (6) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING AND WINDOW NAIL-ON FLANGE AT JAMBS. (7) INSTALL MEMBRANE FLASHING TO
EXTERIOR SHEATHING AND WINDOW NAIL-ON FLANGE AT HEAD. (8) INSTALL HEAD METAL FLASHING AT HEAD OF WINDOW FRAME. [4] [6] (9) INSTALL WEATHER RESISTIVE BARRIER OVER MEMBRANE FLASHING;
MINIMUM 6 INCH LAP. [2] 9 9 3 2 EXTERIOR SHEATHING 3 4 9 INSTALLATION SEQUENCE: (1) INSTALL MEMBRANE FLASHING AT EACH CORNER OF SILL. [1] [5] (2) INSTALL MEMBRANE FLASHING TO EXTERIOR
SHEATHING AND ROUGH OPENING AT SILL [1] [2] (3) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING AND ROUGH OPENING AT JAMBS [1] [2] (4) INSTALL MEMBRANE FLASHING TO EXTERIOR SHEATHING
AND ROUGH OPENING AT HEAD [1] [2] [3] (5) INSTALL SILL METAL FLASHING AT SILL OF ROUGH OPENING. [5] (6) INSTALL HEAD METAL FLASHING AT HEAD OF ROUGH OPENING. [4] [6] (7) INSTALL STOREFRONT
SYSTEM SUB-SILL WITH MANUFACTURER'S END DAMS. (8) INSTALL WINDOW FRAME (STOREFRONT SYSTEM, HOLLOW METAL DOOR FRAME OR LOUVER FRAME). (9) INSTALL WEATHER RESISTIVE BARRIER OVER MEMBRANE
FLASHING; MINIMUM 6 INCH LAP. [2] 5 - SILL METAL FLASHING 6 - HEAD METAL FLASHING 8 - WINDOW (STOREFRONT SYSTEM) 1 - CORNER MEMBRANE FLASHING 9 9 - WEATHER RESISTIVE BARRIER ROUGH OPENING
7 - WINDOW SUB-SILL (STOREFRONT SYSTEM) design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10
8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:34 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G040 LEGEND AND NOTES YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE STATE OF WASHINGTON
BRUCE McKEAN REGISTERED ARCHITECT 5134 SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS QUALITY ASSURANCE: The following specification information describes the level of quality, type,
and establishes the minimum standard for materials and products to be used for this project. If a specific material is not identified below, the material shall be equivalent to the
building standard (materials used predominantly throughout the facility) for type, quality and finish. FIRE-RATED BUILDING ASSEMBLIES: Provide all materials and installation requirements
to comply with applicable building codes and to maintain the required building assembly fire-rating, including installation of spray-applied fireproofing and installation of fire-stopping
of penetrations and joints. INSTALLATION: Install materials and products in accordance with the manufacturer’s installation instructions, specifications, standard details and workmanship
requirements. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect prior to proceeding with Work. REFERENCES AND STANDARDS: For
products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or
are required by applicable codes. Comply with specified references and standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements
indicate higher standards or more precise workmanship. STRUCTURAL SPECIFICATIONS: Refer to GENERAL NOTES on Structural Drawings. COLORS AND MATERIALS SCHEDULE: Specifications for materials
and products not included within this Specification Sheet is provided in the Colors and Materials Schedule. COLORS: Colors are specified on the Colors and Materials Schedule. DIVISION
03 - CONCRETE REFERENCES AND STANDARDS ACI 117 – Tolerances for Concrete Construction and Materials ACI 301 – Structural Concrete for Buildings. ACI 303R – Guide to Cast-In-Place Architectural
Concrete Practice. ACI 304 – Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. CAST-IN-PLACE CONCRETE General Requirements: Place concrete in conformance
with ACI 117, ACI 301 and ACI 304. Concrete Materials, Mix and Reinforcement: Refer to Structural General Notes on Structural Drawings. Architectural Concrete: Conform to ACI 303R.
All exposed cast-in-place concrete shall be considered Architectural Concrete. Concrete Sealer: Shall be non-yellowing, clear, penetrating, non-flammable, odorless, low VOC, water-based
conforming to ASTM C309, Type 1, Class B. Acrylic polymer minimum 20% solids by resins weight. Product: W.R. Meadows, Inc. VOCOMP-20, Sonneborn, Kure-N-Seal W”or approved equal. Vapor
Barrier: Stego Wrap 15-mil Vapor Barrier. Thickness: 15 mils minimum. Manufacturer: Stego Industries LLC. Provide all manufacturer’s accessories for complete installation including;
Seam tape and mastic. Waterstops: Greenstreak, Inc. PVC (Polyvinylchloride) waterstops. Select size, profile and type appropriate for condition. Joint Filler: ASTM D994; asphalt impregnated
fiberboard or felt, 1/4 inch thick; full depth of slab. Concrete Finishing Coat (Exposed Concrete Walls): Mapei“Tilt Finish”polymer modified cementitious finishing compound. DIVISION
04 - MASONRY REFERENCES AND STANDARDS ACI 315 Standard Practice for Detailing Reinforced Concrete Structures. ASTM C90 Hollow Load-Bearing Concrete Masonry Units. MIW Masonry Institute
of Washington - Northwest Masonry Guide. MASONRY General Requirements: Conform to Masonry Institute of Washington, Northwest Masonry Guide recommendations for cold, hot, and wet weather
construction. Concrete Masonry Unit (CMU) Shapes: Provide shapes necessary to achieve the design shown on the Drawings and provide finish face at all conditions/surfaces exposed to
view. Provide solid bottom lintels at head of openings in walls where exposed to view. Provide 8 inch corner returns on veneer corner block. Concrete Masonry Units shall incorporate
GCP Applied Technologies (Grace Construction Materials) Dry-Block integral water repellent admixture. Masonry Veneer Ties and Joint Reinforcement: Ties and reinforcement shall be stainless
steel or hot-dipped galvanized protective coated steel. Type as specified in Structural General Notes on Structural Drawings. Masonry Membrane Flashing: GCP Applied Technologies (W.R.
Grace) Perm-A-Barrier Wall Flashing. Flexible, self-healing 40 mil thick. Install continuous, unbroken membrane flashing in locations shown on Drawings and wherever recommended by
MIW for weatherproof masonry construction including, but not limited to, at bottom of all masonry walls, and at the head of all openings, horizontal angles or floor slabs projecting
into masonry wall. Mortar Trap: High-density polyethylene (HDPE) strands woven into 90% open mesh construction. Provide in thickness appropriate for wall cavity . Mortar trap provided
in 10 inch high x 4 feet long sections. Hohmann & Barnard, Inc. Mortar Trap or approved equal. Weep Holes: 3/8 inch O.D. x 4 inch long, round polyethylene plastic tubes, with both wick
and screen insert. Stainless steel screen. Hohmann & Barnard, Inc. #341W/S. Install weep holes spaced at 2 ft - 0 inch on center maximum at all flashings to direct water to building
exterior. Keep cavity clean to prevent debris blocking weep hole drainage. Control Joints: Extruded rubber material, ASTM D-2000 2AA-805. Model: RS series. Types: RS-12, RS-8 and RS
Standard. Hohmann & Barnard Inc. or approved equal. Mortar Mix: Refer to Structural General Notes on Structural Drawings. Mortar mix shall incorporate GCP Applied Technologies (Grace
Construction Materials)“Dry-Block integral water repellent admixture. Grouting: Solid grout all CMU cells and void spaces containing reinforcing steel, embedded items, or thru-bolts;
refer to Structural General Notes on Structural Drawings. Solid grout cells of all CMU below grade and the first full course of all CMU above grade. Solid grout all cells of integrally-colored
CMU to receive a clear water repellent sealer. Cells of CMU to receive a paint finish may be ungrouted, unless grouting is otherwise required. Masonry Cleaner: Sure-Klean“Vana Trol”as
manufactured by ProSoCo, Inc. Masonry Sealer (Water Repellent): ProSoCo, Sure-Klean Weather Seal Siloxane PD. DIVISION 05 - METALS REFERENCES AND STANDARDS AESS – Architecturally Exposed
Structural Steel (AESS) AISC Code of Standard Practice, Section 10. ASTM A36 Structural Steel. ASTM A123 Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. ASTM A283
Carbon Steel Plates, Shapes, and Bars. ASTM A307 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. ASTM A385 Standard Practice for Providing High Quality Zinc Coatings (Hot
Dip) STRUCTURAL STEEL FRAMING AND METAL FABRICATIONS (EXTERIOR AND EXPOSED MEMBERS) Steel Material: Sections; ASTM A36. Pipe; ASTM A53, Grade B, Schedule 40. Plates; ASTM A283. Tubing;
ASTM A500, Grade B. Stainless Steel Material: Type 304 or Type 316. Finish: Directional Brushed Satin #4 finish or as specified in Colors and Materials Schedule. Architecturally Exposed
Structural Steel (AESS) Members: Fabricate (AESS) steel members in accordance with AISC Code of Standard Practice, Section 10. All exterior exposed structural steel framing members
and metal fabrications shall be considered Architecturally Exposed Structural Steel (AESS). Galvanized Protective Coating: All steel exposed to outdoor atmosphere or shown on drawings
shall be hot-dipped galvanized coated to minimum 2.0 oz/sq. ft. zinc coating in accordance with ASTM A385 and ASTM A123. Fabrication and Installation: Fit and shop assemble items in
largest practical sections for delivery to site. Continuously seal joined members by continuous welds. Grind exposed welds smooth. Fabricate items with joints tightly fitted and secured.
Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. Eased edges to
be smooth, straight and uniform in appearance. Install items plumb and level, accurately fitted, free from distortion or defects. DIVISION 06 - WOOD AND PLASTIC REFERENCES AND STANDARDS
AITC American Institute of Timber Construction. APA – American Plywood Association. AWS Architectural Woodwork Standards. AWI - Architectural Woodwork Institute. WWPA Western Wood
Products Association. ROUGH CARPENTRY Pressure Treated Lumber (1x4 Vertical Furring): AWPA approved, #2 and better ACQ pressure treated Southern Pine lumber, water repellant; Premium
Southern Gold Plus Water-Repellent Pressure treated lumber by Georgia-Pacific or equal. Nails, Screws and Fasteners: Use stainless steel, corrosion resistant, Type 316; non-staining,
of size, length and strength to securely and rigidly retain the work. EXTERIOR GYPSUM SHEATHING Exterior Gypsum Sheathing: Fiberglass-Mat faced, square edge, Type X, 5/8 inch thick.
Product: DensGlass Fireguard Sheathing. Georgia-Pacific Gypsum. EXTERIOR FINISH CARPENTRY Nails, Screws and Fasteners: Use stainless steel, corrosion resistant, Type 316; non-staining,
of size, length and strength to securely and rigidly retain the work. Install Exterior Finish Carpentry work in accordance with AWS/AWI Premium Quality Standards. DIVISION 07 - THERMAL
MOISTURE PROTECTION REFERENCES AND STANDARDS ASTM C612 – Mineral Fiber Block and Board Insulation. ASTM C665 Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and
Manufactured Housing. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. SMACNA Architectural Sheet Metal Manual. AA Aluminum Association. Aluminum Design
Manual. AISI (American Iron and Steel Institute) - Stainless Steel - Uses in Architecture. NRCA (National Roofing Contractors Association) - Roofing Manual. FLUID APPLIED WATERPROOFING
SYSTEM Fluid Applied Waterproofing System: Procor™ fluid applied waterproofing by Grace Construction Products; a two part, selfcuring, solvent and bitumen free, synthetic rubber based
material. Procor™ fluid applied waterproofing membranes meet or exceed the performance requirements of ASTM C836. Rigid Insulation by Dow Chemical Company; “Styrofoam” Square Edge,
(XPS) rigid insulation. Prefabricated Drainage Composite: Hydroduct® HZ-2 Drainage Composite by Grace Construction Products for horizontal surfaces. Hydroduct 2 Drainage Composite by
Grace Construction Products for all vertical surfaces. Drainage composite shall be designed to promote positive drainage while serving as a protection course. CRYSTALLINE WATERPROOFING
SYSTEM Crystalline Waterproofing System: Xypex Concrete Waterproofing by Crystallization. Manufacturer: Xypex Chemical Corporation. Xypex applied coating to below grade exterior face
of poured-in-place concrete or concrete masonry units. Use: Dampproofing of foundation walls and footings. THERMAL INSULATION Thermal Batt Insulation (Unfaced Fiberglass): ASTM C665;
preformed glass fiber batt; friction fit, unfaced, widths required for snug, friction fit between framing free of gaps or voids. Product: Owens Corning EcoTouch or approved equal. Use:
Non-exposed locations. Thermal Batt Insulation (Kraft-Faced Fiberglass): ASTM C665, Type II, Class C, Category I; preformed glass fiber batt; friction fit, Kraft-Faced (Natural Brown
Color Kraft Paper faced), widths required for snug, friction fit between framing free of gaps or voids. Water Vapor Permeance of 1.0 (Class II Vapor Barrier). Friction fit in metal
stud construction. Provide flange for face or inset stapling in wood stud construction. Product: Owens Corning “EcoTouch Kraft-Faced” or approved equal. Use: Non-exposed locations.
(Class II Vapor Barrier greater than 0.1 perm but less than or equal to 1.0 perm.) Foundation Insulation (Building Perimeter): Polystyrene (XPS) insulation, square edges, ASTM C578
Type IV, 25 psi minimum compressive strength. Product: Dow Chemical “Styrofoam” or Owens Corning “Foamular 250” or approved equal. Vapor Barrier (Clear Polyethylene Film): Reinforced
clear polyethylene film, 6 mil thick. Tape: Polyethylene self-adhering type, 2 inch wide. Foil faced, self-adhering, reinforced, 2 inch wide. Insulation Hangers (Impaling Pins): 12
gauge, stainless steel pins and base plate of not less than 4 inch square for anchorage to substrate. Provide impaling pins of length to extend beyond insulation and retain cap washer
when self-locking washer is placed on the pin. Installation (Thermal Batt Insulation): Install in thermal batt insulation in exterior walls, roof, and ceiling spaces without gaps or
voids. Do not compress insulation. Pack insulation around door frames and windows and in cracks, expansion joints, control joints, door soffits and other voids. Pack behind outlets,
around pipes, ducts, and services encased in wall or partition. Hold insulation in place with pressure sensitive tape or adhesive. Use kraft paper faced vapor barrier where framing
is covered with finish surface. Use exposed foil-faced vapor barrier where framing is not covered with finish surface. Tape seal butt ends, lapped flanges, and tears or cuts in vapor
barrier membrane. Seal perimeter to adjacent construction. WEATHER RESISTIVE BARRIER Weather Resistive Barrier (Vapor Permeable Air Barrier / Sheet-Applied Membrane): Grace Construction
Products. Perm-A-Barrier VPS (Vapor Permeable Sheet). Sheet-applied, self-adhering, vapor-permeable, water-resistant, flexible air barrier membrane consisting of a breathable carrier
film with specially designed adhesive which permits the transfusion of water vapor. Impermeable to liquid water. Provide related primers, transition membrane flashings, tapes, membrane
flashings, sealants and other accessory components for complete system. MEMBRANE FLASHING (SELF-ADHERING) Membrane Flashings (Self-Adhering): Grace Construction Products or approved
equal. Grace Vycor Plus. 25 mil thickness. Use: Sealing joints, seams, holes and unwanted openings in vertical surfaces. Window and door and other exterior wall rough openings. Not
for use at roof areas. Grace Vycor V40. 40 mil thickness. Use: Sealing critical non-roof detail areas, joints, seams, wall terminations and intersection details. Not for use at roof
areas. Grace VYCORners. Prefabricated corners for use at windows, doors, louvers and other exterior wall rough openings and wall penetrations. Grace Perm-A-Barrier Wall Flashing. 40
mil thickness. Use: Base of wall detail, foundation detail, parapet wall detail, vertical leg of metal flashings. Grace Perm-A-Barrier Detail Membrane. 3/64-inch thickness. Use: Detail
areas, steel angles and steel framing, masonry wall details. MEMBRANE UNDERLAYMENT (SELF-ADHERING) Membrane Underlayment: Grace Ice & Water Shield. Cold-applied, self-adhering membrane.
An embossed, slip resistant surface is provided on the polyethylene. 40 mil thickness. Use: Sloped roof areas and parapet walls, sloped surfaces including detail areas. JOINT SEALANTS
(EXTERIOR) Sealant: Single-Component, Nonsag, Non-Staining, Neutral-Curing Silicone Sealant. Dow Corning 790 Silicone Building Sealant. Use in the following Exterior locations: Construction
joints in cast-in-place concrete. Above-grade; Movement joints in concrete unit masonry. Above-grade; Movement joints in brick masonry. Above-grade; Movement joints in stone masonry.
Above-grade; Joints within exterior insulation finish systems (EIFS); Joints between different materials listed above. Above-grade; Exterior perimeter joints at frames of doors, windows,
storefront frames, curtain wall frames, and louvers; All other exterior non-traffic joints. Above-grade; Interior movement joints in exterior concrete and unit masonry. Sealant: Single-Component,
Nonsag, Neutral-Curing Silicone Sealant. Dow Corning 758 Silicone Building Sealant. Use in the following Exterior locations: Exterior concealed watertight joints in cladding systems.
Sealant: Single Component Silicone Clear Sealant. Dow Corning 799 Silicone Glass and Metal Building Sealant. Use in the following locations: Clear sealant at exposed bolt and fastener
connections in exterior exposed metal fabrications; sheet metal flashings and trim; metal gutters and downspouts. SHEET METAL FLASHING AND TRIM Steel Sheet: ASTM A653, G90 Galvanized
(Zinc hot dip coating) steel sheet, minimum yield 50,000 psi, minimum 24 gauge thickness if not specified under components. Factory Finish. Aluminum Sheet: ASTM B209, alloy 5005 aluminum
sheet, minimum 0.0403-inch (18 gauge) thickness if not specified under components. Factory Finish. Stainless Steel Sheet: ASTM A167, alloy 304 stainless steel sheet, minimum 24 gauge
thickness if not specified under components. Factory Finish. Coping: As shown in SMACNA figures 3-4A and 3-6A. Including continuous cleat. Exterior fascia style E1 as shown in SMACNA
page 3.4. Coping seam as shown in SMACNA figure 3-3 #24 (Standing seam with snap lock). Steel sheet material. Minimum thickness of as recommended by SMACNA. Panels with 5 inch or greater
face to be a minimum of 20 gauge thickness. Flashing, Trim and Break Shapes: Steel sheet material. Minimum thickness of 24 gauge. Masonry Flashing (Through-Wall): Stainless steel sheet
material. Minimum 20 gauge thickness. Masonry Flashing (Base of Wall): Stainless steel sheet material. Minimum 20 gauge thickness. Exterior Wall Flashing (Base of Wall): Stainless steel
sheet material. Minimum 20 gauge thickness. Saddle Flashing (Concealed): Stainless steel sheet material. Soldered fabrication. Exterior Wall Opening Flashing (Windows, Doors, ): Steel
sheet material. Minimum thickness of 20 gauge. Color and finish as specified under Materials. Downspouts: Rectangular Square: 2” width x 2” depth smooth, non-corrugated Steel sheet
material . Round: 3-inch diameter, smooth, non-corrugated. Steel Aluminum sheet material. Minimum thickness of 20 gauge. Mitered and welded or soldered for watertight fabrication. Form
downspouts in sections as long as possible, but not less than 10 feet in length complete with special pieces as required. Color and finish as specified under Materials. Shop-Fabricated
Reglet and Counter Flashing (Alternate): Shop-fabricated two-piece reglet and counter flashing system; with counter flashing spring action contact and profile as shown in SMACNA figure
4-4, FIG 4-4D. Stainless Steel sheet material. Minimum thickness of 24 gauge. Surface mounted reglet with vertical leg. Shop-fabricated corners. Color and finish as specified under
Materials. Conductor Head: Dimensions of 1 7” width x 10” depth x 18” height. Fabricate shape as shown on drawings. Mitered and welded or soldered for watertight fabrication. Steel
sheet material. Minimum thickness of 24 gauge. Color and finish as specified under Materials. Fasteners: Type 316, stainless steel screws with soft neoprene washers. Stainless steel
rivets. Isolation Tape (Dissimilar Metal Tape): Kelcom Inc. or equal. Separation tape. Neoprene Tape (Weather Stripping): Kelcom Inc. or equal. Neoprene tape. Compressible closed cell
used for sealing and weather stripping. Butyl Tape (Sealing): Kelcom Inc. or equal. Butyl tape. Used for watertight seal between two substrates. Protective Backing Paint: Bituminous
coating. All visible exposed surfaces shall be of color and finish as specified. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of
15 mils. Factory Finish: Kynar 500 / Hylar 5000 High-Performance (PVDF) Fluoropolymer Resin Finish (minimum 70% Polyvinylidene Fluoride (PVDF) resins) complying with AAMA 2605 specification
requirements. Color as specified in Colors and Materials Schedule. Provide custom color when specified. Factory Finish (Stainless Steel): Directional Brushed Satin #4 finish. Factory
Finish (Aluminum): Anodized Finish, AAMA 611, Architectural Class I, minimum of 0.0007-inch thickness. Color as indicated in Colors and Materials Schedule. Fabrication: Shop-fabricate
work to greatest extent possible and comply with details shown and with applicable requirements of SMACNA Architectural Sheet Metal Manual. Field measure site conditions prior to fabricating
work. Form the work to fit substrates. Comply with material manufacturer instructions and recommendations for forming material. Form sections square, true, and accurate in size and
shape, in maximum possible lengths but not less than 10 feet in length and free of distortion or defects detrimental to appearance or performance. Allow for expansion at joints where
required by SMACNA recommendations. Keep joints to minimum, but any joint that is required, shall be provided with butt seam with concealed backup plate at joints unless specified otherwise.
Coordinate joint layout with Architect prior to installation of sections. Hem exposed edges of metal. Mitered and soldered or welded fabricated components. Seam and install sealant
at metal joints watertight. Fabricate gutters, downspouts and related components; seal watertight. Fabricate through-wall scuppers, conductor heads and related components; seal watertight.
Form exposed sheet metal work without excessive oil-canning, buckling and tool marks, true to line and levels indicated with exposed edges folded back to form hems. Fabricate sheet
metal flashing, trim and components of specified profiles and shapes such that all visible exposed surfaces shall be of color and finish as specified. Conditions where both sides of
the sheet metal material surface is visibly exposed to view; Contractor has option to provide single-piece of sheet metal material with specified color and finish on both visibly exposed
surfaces or provide 2-pieces of sheet metal material with specified color and finish on one surface, fabricate the item with the two sheet metal material pieces back-to-back such that
all visible exposed surfaces are of color and finish specified. Installation: Except as otherwise indicated, comply with manufacturer’s installation instructions and recommendations
and with SMACNA Architectural Sheet Metal Manual. Install conductor heads, through-wall scuppers, flashing, trim and break shapes, reglets and counter flashing system, copings, saddles,
gutters, downspouts, eave and rake flashings, and accessories in accordance with manufacturer's instructions and SMACNA manual. Coordinate installation of flashings with other sections.
Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted. Install isolation tape between dissimilar metals. Fit flashings tight in place. Make
corners square, surfaces true and straight in planes, and lines accurate to profiles. Seal and seal metal joints watertight. Secure flashings in place using concealed fasteners and
cleats. DIVISION 8 - OPENINGS REFERENCES AND STANDARDS SDI – Steel Door Institute. HOLLOW METAL DOORS AND FRAMES (EXTERIOR) Conform to Steel Door Institute (SDI) published standards
and performance requirements. Acceptable Manufacturers: Ceco Door Products; Curries Company; Steelcraft Manufacturing Co.; SDI or NAAMM members that conform to the specific requirements
of this Specification; Republic; Stiles Custom Hollow Metal, Inc.; Essex Industries. Exterior Doors: SDI-100 Level 3, Model 2, 16 gauge, seamless design. Provide 1-3/4 inch thick hollow
metal doors of the best commercial quality meeting Steel Door Institute (SDI) recommended specifications / standards. Flush panel design. Exterior Frames: SDI-100 Level 3, 16 gauge,
mitered corners and fully-welded frames. Provide double rabbet frame. Provide Level 4, 14 gauge for frames wider than 8-3/4 inch. Provide hollow metal frames of the best commercial
quality, meeting Steel Door Institute (SDI) recommended specifications / standards. DIVISION 09 - FINISHES REFERENCES AND STANDARDS MPI Master Painters Institute (MPI) Architectural
Painting Specification Manual. MPI Master Painters Institute (MPI) Maintenance and Repainting Manual. AAMA – American Architectural Manufacturers Association. AAMA 2605 – Specifications
for Superior Performing Organic Coatings on Architectural Extrusions and Panels. PCI – Powder Coating Institute. NWWCB – Northwest Wall and Ceiling Bureau Manual. GA-201 Gypsum Board
for Walls and Ceilings. GA-600 Fire Resistance Design Manual. GA-214 – Recommended Levels of Gypsum Board Finish. GYPSUM BOARD Gypsum Wallboard: ASTM C1396; fire resistive type, UL
rated; 5/8-inch thick, maximum permissible length; ends square cut, tapered and beveled edges. Product: USG SHEETROCK Gypsum Panel, Firecode Core. Install gypsum board in accordance
with GA 201, GA 216, and GA 600. GWB Surface Texture: Smooth finish. Levels of Finish (GA-214): Level 4 Walls, Ceilings and Soffits. POWDER COATED HIGH-PERFORMANCE (PVDF) FINISH Materials
shall be in accordance with the (PCI) Powder Coating Institute’s published recommendations, specifications and performance standards. Materials shall be of the highest quality product
of an approved manufacturer complying with PCI and AAMA 2605 specification and performance standards. Shop-Applied Finish: Powder Coated High-Performance (PVDF) Fluoropolymer Resin
Finish. Fluoropolymer finish containing minimum 70 percent PVDF resins, four coat system, minimum 1.2 mils dry film thickness, complying with PCI and AAMA 2605 specification and performance
standards. Finish material component surfaces after fabrication process. Warranty (Powder Coated High-Performance (PVDF) Finish): Applicator’s Warranty: Furnish [five 5] ten 10 year
warranty providing coverage against failure of PVDF based coating over improper pretreatment where coating was not applied in accordance with ASTM D1730, Type B, Method 5 or ASTM B449,
Section 5. Manufacturer’s Warranty: Furnish [ten 10] twenty 20 year warranty providing coverage that coatings: Will not chip, crack or peel (lose adhesion). Will not chalk in excess
of ASTM D4214 number 8 rating, determined by procedure outlines in ASTM D4214. Will not change color more than five Delta-E Hunter units (square root of the sum of square Delta L, Delta
a, and Delta b) as determined by ASTM D2244, Method 6.3. Fading or color changes may not be uniform if surfaces are not equally exposed to sun and elements. Mica and metallic coatings
are exempt due to inability to accurately measure color, mica and metallic flakes reflect and scatter light in random patterns. Surfaces Scheduled for Shop-Applied Powder Coated High-Performance
(PVDF) Fluoropolymer Resin Finish: Prepare surfaces in accordance with PCI and AAMA 2605 specification and performance standards. PAINTING (EXTERIOR) Section Includes: Field-Applied
paints, stains, sealers and other coatings. Shop-Applied paints, stains, sealers and other coatings. Quality Assurance: Applicator specializing in performing the work of this Section
with minimum three (3) years documented experience. Materials shall be in accordance with the MPI Architectural Painting Specification Manual Approved Product listing and shall be from
a single manufacturer for each system used. All work shall be "Premium Grade" in accordance with referenced MPI manuals. Perform the work in accordance with MPI Architectural Painting
Specifications Manual and manufacturer's directions. Where these may be in conflict, the more stringent requirements govern. Paint Exterior surfaces in accordance with the following
MPI Painting Specification Manual requirements: Concrete Vertical Surfaces: (exposed concrete including soffits) Graffiti Protection and Water Repellent Sealer: ProSoco. Sure Klean.
Weather Seal Blok-Guard & Graffiti Control Ultra. Water and graffiti repellent. 2-coat application. Concrete Horizontal Surfaces: (plaza, sidewalks, curbs, paving and traffic markings)
EXT 3.2F: Alkyd Zone / Traffic Marking. (fire lane curbs and traffic markings) EXT 3.2H: Clear Sealer. W.B. (plaza, sidewalks, curbs and paving) Cementitious Composition Board: (manufactured
siding, fiber reinforced cementitious siding and trim) EXT 3.3A: Latex G1 flat finish. Graffiti Protection and Water Repellent Sealer: ProSoco. Sure Klean. Weather Seal Blok-Guard
& Graffiti Control Ultra. Water and graffiti repellent. 2-coat application. Concrete Masonry Units: (smooth and split face concrete block and concrete brick) Graffiti Protection and
Water Repellent Sealer: ProSoco. Sure Klean. Weather Seal Blok-Guard & Graffiti Control Ultra. Water and graffiti repellent. 2-coat application. Structural Steel Framing and Metal Fabrications
(Shop-Applied): (canopy and metal fabrications) Shop-Applied Finish: Powder Coated High-Performance (PVDF) Fluoropolymer Resin Finish. Galvannealed (Protective Coating) Metal: (hollow
metal doors and frames) EXT 5.3D: Polyurethane, pigmented (over high build epoxy) G6 gloss finish. EXT 5.3E: Bituminous coating (for unexposed metal surfaces adjacent to concrete and
masonry). design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN
GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without
permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:34 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit
23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G050 SPECIFICATIONS S&C YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE STATE OF WASHINGTON BRUCE McKEAN REGISTERED
ARCHITECT 5134 DESCRIPTION OF WORK design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7
6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any
form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:45 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G060 LANDLORD REQUIREMENTS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE DESCRIPTION
OF WORK: A. CORE IMPROVEMENT TO EXISTING BUILDING WITH ASSOCIATED DEMOLITION WORK. B. REFER ALSO TO LANDLORD'S WORK (BELOW). WORK DESCRIBED AS "LANDLORD'S WORK" IS THE RESPONSIBILITY
OF THE CONTRACTOR AND MAY OR MAY NOT BE INDICATED ELSEWHERE IN THESE DOCUMENTS. PLEASE REVIEW CAREFULLY. C. PROVIDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN IN THE CONTRACT
DOCUMENTS. D. SELECTIVE BUILDING DEMOLITION AS SHOWN IN THE CONTRACT DOCUMENTS. E. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, ENGINEERING, PERMITTING AND CONSTRUCTION OF PLUMBING,
AND FIRE SPRINKLER WORK REQUIRED TO COMPLETE THE PROJECT. THE OWNER/LANDLORD WILL CONTRACT FOR MECHANICAL AND ELECTRICAL WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE WORK OF THESE
CONTRACTORS. F. ALL SITE CONDITIONS AND CONTRACT DOCUMENTS SHALL HAVE BEEN EXAMINED BY THE CONTRACTOR PRIOR TO BIDDING. THE CONTRACTOR UNDERSTANDS THE CONTRACT DOCUMENTS AND THE QUALITY
AND QUANTITIES OF MATERIALS TO BE PROVIDED. G. PERMITS AND FEES: CONTRACTOR SHALL PAY FOR ALL PERMITS ASSOCIATED WITH PLUMBING AND FIRE SPRINKLER SYSTEMS. STATE OF WASHINGTON BRUCE
McKEAN REGISTERED ARCHITECT 5134 DESCRIPTION OF WORK design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F
G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be
reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:55 PM C:\shive\Revit_Local_2023\a2
3-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G070 LANDLORD REQUIREMENTS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE STATE
OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 DESCRIPTION OF WORK design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F
G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this
document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:59
PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 G080 LANDLORD REQUIREMENTS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE
PLAZA EAGLE PLAZA RETAIL WHITE STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 CV-01 COVER SHEET 01 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE.
EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call
R PROPERTY OWNER HOLLAMER INVESTMENTS, LLC 6535 SEAVIEW AVE NW, APT 302B SEATTLE, WA 98117-6051 PARAMETRIX - PUYALLUP OFFICE 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WA 98374 253.604.6600
CONTACT: S. MATTHEW CRAIG, PE CIVIL ENGINEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY
LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CALL BEFORE YOU DIG APPLICANT WALKER JOHN URBAN
MANAGEMENT, LLC PO BOX 7534 OLYMPIA, WA 98507-7534 UTILITIES LOCATE NOTE THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM RECORDS. PARAMETRIX ASSUMES
NO RESPONSIBILITY FOR EXACT LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY THE EXACT SIZE, DEPTH, AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 811 PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND UTILITIES DEPICTED
OR NOT DEPICTED ON THESE PLANS. PROJECT SITE NO SCALE LOCATION MAP PROJECT LOCATION NO SCALE VICINITY MAP Yelm, Washington SECTION 24, TOWNSHIP 17, RANGE 1 EAST QUARTER SW NE EAGLE
PLAZA INDEX TO DRAWINGS SHT NO. DWG NO. SHEET TITLE 01 CV-01 COVER SHEET 02 LG-01 GENERAL NOTES, LEGEND AND ABBREVIATIONS 03 DM-01 DEMOLITION AND TESC PLAN 04 DM-02 DEMOLITION AND TESC
DETAILS 05 HS-01 HARDSCAPE PLAN 06 GR-01 GRADING PLAN 07 GR-02 GRADING POINT TABLES 08 GR-03 GRADING DETAILS 09 UT-01 UTILITY PLAN 10 DT-01 DETAILS 11 DT-02 DETAILS 12 DT-03 DETAILS
13 DT-04 DETAILS 14 LS-01 LANDSCAPE PLAN 15 LS-02 LANDSCAPE DETAILS AND SCHEDULE 16 IR-01 IRRIGATION PLAN 17 IR-02 IRRIGATION SCHEDULE AND NOTES SITE INFORMATION: TAX PARCEL NUMBERS
45170000400, 451700000010 ZONING COMMERCIAL DISTRICT (C-1) SERVICE PROVIDERS: WATER: CITY OF YELM SANITARY SEWER: CITY OF YELM CABLE TV: COMCAST FIRE RESPONSE: S.E. THURSTON FIRE AUTHORITY
DATUM BASIS OF BEARING - NAD 83/91 BASED ON THURSTON COUNTY HIGH PRECISION NETWORK POINTS 836 AND 1252 VERTICAL - NAVD 1929 BENCHMARK: BRASS MONUMENT @ THE INTERSECTION OF YELM AVE
AND TAHOMA BLVD THURSTON COUNTY CONTROL POINT NO. 1252 ELEVATION = 347.206 1 1 1 LG-01 GENERAL NOTES, LEGEND AND ABBREVIATIONS 02 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH
AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before
you dig.Call R INDICATES DRAWING/SHEET WHERE DETAIL IS REFERRED TO INDICATES DRAWING/SHEET WHERE SECTION IS REFERRED TO DETAIL AND SECTION DESIGNATION INDICATES DETAIL NUMBER INDICATES
SECTION LETTER INDICATES DETAIL NUMBER INDICATES DRAWING/SHEET WHERE DETAIL IS SHOWN INDICATES SECTION LETTER INDICATES DRAWING/SHEET WHERE SECTION IS SHOWN DETAIL OR SECTION APPEARS
ON THE SAME DRAWING/SHEET 1 4 A 5 2 1 4 DETAIL SCALE SUBTITLE A 5 SECTION SCALE SUBTITLE ABBREVIATIONSLEGEND - EXISTING ADDL ADJ AGG ALLOW AMT ANG AP APPD APPROX APWA ARV ASPH ASSY
ATB AVE AVG BC BCR BF BLDG BLVD BM BO BOT BRG BVC CALC CAP CB CCP CCSP CEM CHV CI CIP CLR CND CO CONC CONN CONST CONT CONTR COORD CSBC CSTC CTR CUFT CULV CV CY D DBL DEG DEMO DEPT DET
DI DIA DIM DIP DIST DSGN DWG E EA EC EL ELL EOP EQUIP EVC EXIST EXL FCR FG FH FIN FL FLG FM ADDITIONAL ADJUSTABLE AGGREGATE ALLOWANCE, ALLOWABLE AMOUNT ANGLE ANGLE POINT APPROVED APPROXIMATE
AMERICAN PUBLIC WORKS ASSOCIATION AIR RELEASE VALVE ASPHALT ASSEMBLY ASPHALT TREATED BASE AVENUE AVERAGE BEGINNING OF CURVE, BOLT CIRCLE BEGINNING OF CURVE CENTER BLIND FLANGE BUILDING
BOULEVARD BEAM, BENCH MARK BLOW OFF BOTTOM BEARING BEGIN VERTICAL CURVE CALCULATION CAPACITY CATCH BASIN CONCRETE CYLINDER PIPE CONCRETE LINED AND COATED STEEL PIPE CEMENT CHECK VALVE
CAST IRON CAST IN PLACE, CAST IRON PIPE CLEAR, CLEARANCE CONDUIT COUNTY, CLEANOUT CONCRETE CONNECT, CONNECTION CONSTRUCT, CONSTRUCTION CONTINUE, CONTINUOUS CONTRACTOR COORDINATE CRUSHED
SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CENTER CUBIC FOOT, CUBIC FEET CULVERT CONTROL VALVE CUBIC YARD DEPTH, DENSITY, DRAIN, DRAINAGE DOUBLE DEGREE DEMOLITION DEPARTMENT
DETAIL DUCTILE IRON DIAMETER DIMENSION DUCTILE IRON PIPE DISTANCE, DISTRICT DESIGN DRAWING EAST, EASTING EACH END OF CURVE ELEVATION ELBOW EDGE OF PAVEMENT EQUIPMENT END VERTICAL CURVE
EXISTING EXCAVATE FINE CRUSHED ROCK FINISH GRADE FIRE HYDRANT FINISH, FINISHED FLOW LINE T FLANGE, FLANGED FORCE MAIN GAS GROUND GRADE GATE VALVE HIGH HORIZONTAL HEIGHT INSIDE DIAMETER
INVERT ELEVATION INCH INCLUDE, INCLUDING INSTALL, INSTALLATION INTERIOR, INTERSECTION INVERT JUNCTION BOX JUNCTION LATERAL, LATITUDE POUND LABEL LINEAR FEET, LINEAR FOOT LENGTH, LONG
LINEAR LANE LEFT LIGHTING MANUAL MATERIAL MANHOLE MINIMUM, MINUTE MISCELLANEOUS MONUMENT MILES PER HOUR METAL MONITORING WELL NORTH, NORTHING NOT IN CONTRACT NUMBER NOT TO SCALE PUMP,
POWER POINT OF CURVATURE PORTLAND CEMENT CONCRETE PRESSURE CONTROL VALVE PERFORATE, PERFORATED PHASE POINT OF INTERSECTION, PRESSURE INDICATOR POINT OF INTERSECTION FOR VERTICAL CURVE
POWER POLE PRESSURE REGULATING VALVE, PRESSURE RELIEF VALVE, PRESSURE REDUCING VALVE PRESSURE SWITCH POUNDS PER SQUARE INCH POINT OF TANGENCY, POINT PLUG VALVE POINT OF VERTICAL INTERSECTION
PAVEMENT, PAVING, PRIVATE POWER QUANTITY QUALITY RISER RADIUS REINFORCED CONCRETE PIPE ROAD, ROOF DRAIN REDUCER REFERENCE REQUIRED RETAINING, RETURN REVERSE, REVISE ROTATE RIGHT OF
WAY RIGHT RELIEF VALVE RIGHT OF WAY SOUTH SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SPOT EVALUATION SECTION SEGMENT SERVICE SIGNAL G GND GR GV H HORIZ HT ID IE IN INCL INSTL INT INV
JB JCT LAT LB LBL LF LG LIN LN LT LTG MAN MATL MH MIN MISC MON MPH MTL MW N NIC NO. NTS P PC PCC PCY PERF PH PI PIVC PP PRV PS PSI PT PV PVI PVT PWR QTY QUAL R RAD RCP RD RED REF REQD
RET REV ROT ROW RT RV RW S SCH SD SDMH SE SECT SEG SERV SIG ASPHALT LINE ROADWAY CENTERLINE GRAVEL LINE BUILDING OUTLINE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING
AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. 2. THE
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. DRIVEWAYS TO REMAIN ACCESSIBLE AT ALL TIMES. 3. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE
ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL
BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY CONTRACTOR'S ACTIVITIES SHALL BE STABILIZED WITHIN A REASONABLE
TIMEFRAME. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE-CONSTRUCTION" STATE OR BETTER. 5. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD
SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS. DECIDUOUS TREE WHEEL STOP BRASS CAP STREET SIGN (AS DESCRIBED) STORM LINE SANITARY SEWER LINE LUMINAIRE
NATURAL GAS VALVE JUNCTION BOX POWER POLE POWER VAULT SS MANHOLE STORM MANHOLE STORM CATCH BASIN WATER METER WATER VALVE MAJOR CONTOUR MINOR CONTOUR WATER FIRE HYDRANT EXISTING RIGHT-OF-WAY
SANITARY SEWER & STORM LINE OVERHEAD POWER LINE OVERHEAD UTILITIES LINE SANITARY SEWER & STORM LINE NATURAL GAS LINE MONITORING WELL CLEAN OUT PARKING METER CHAIN LINK FENCE TRAFFIC
SIGNAL POLE ELECTRICAL MANHOLE SLOPE, RAW SLUDGE SPACE, SPACES SPECIFICATION SPACING SQUARE SQUARE FOOT, SQUARE FEET SQUARE INCH, SQUARE INCHES SQUARE YARD, SQUARE YARDS SANITARY SEWER
SANITARY SEWER MANHOLE STREET STATION STANDARD SURFACE SURVEY SYSTEM TANGENT TELEPHONE TEMPERATURE, TEMPORARY THICK, THICKNESS THROUGH TOP OF BANK TOP OF CONCRETE, TOP OF CURB TOTAL
TOP OF WALL TYPICAL UNDERGROUND UTILITY POLE UPPER VALVE, VENT, VOLT VARIES, VARIABLE VERTICAL VOLUME WATER, WATT, WEST, WIDTH WIDE, WOOD WATER METER WATER SURFACE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION WEIGHT TRANSFORMER CROSS-SECTION YARD YEAR SL SPA SPEC SPG SQ SQFT SQIN SQYD SS SSMH ST STA STD SUR SURV SYS TAN TEL TEMP THK THRU TOB TOC TOT TOW TYP UG
UP UPR V VAR VERT VOL W WD WM WS WSDOT WT XFMR XSECT YD YR N 596028.03 E 1111210.48 N 596018.73 E 1111202.95 N 595991.04 E 1111180.42 N 595984.74 E 1111175.33 N 596109.64 E 1111274.59
N 596027.57 E 1111236.79 N 596053.21 E 1111252.13 N 596056.54 E 1111254.83 N 596025.61 E 1111235.21 N 596002.73 E 1111216.71 N 595934.26 E 1111301.47 N 595824.43 E 1111235.82 N 595819.66
E 1111241.72 N 595999.98 E 1111384.08 N 595944.18 E 1111254.72 N 595911.52 E 1111228.31 N 595906.43 E 1111234.60 N 595930.88 E 1111271.73 N 595914.38 E 1111258.39 N 595910.36 E 1111237.77
N 595889.88 E 1111242.48 N 595863.11 E 1111230.64 N 595846.14 E 1111216.92 N 595828.32 E 1111238.96 N 595902.02 E 1111275.40N 595893.56 E 1111261.34 N 595866.32 E 1111247.07 DM-01 DEMOLITION
AND TESC PLAN 03 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE,
Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R W YELM AVENUE CONSTRUCTION NOTES 2 REMOVE EXISTING PAVEMENT, CONCRETE CURB, AND/OR SIDEWALK.
MAINTAIN AND PROTECT EXISTING UTILITY. PRESERVE AND PROTECT EXISTING ASPHALT/ CONCRETE SIDEWALK. SAWCUT AND REMOVE EXISTING ASPHALT TO ACCOMMODATE INSTALLATION OF PROPOSED CURB, SIDEWALK
OR ASPHALT PAVEMENT. INSTALL CATCH BASIN INLET PROTECTION PER WSDOT STANDARD PLAN I-40.20-00 ON SHEET DM-02. REMOVE EXISTING TREE. SEE TRENCH RESTORATION DETAIL ON SHEET DT-01. REMOVE
AND RELOCATE EXISTING SIGN, SEE HS-01 FOR PLACEMENT. REMOVE EXISTING SIGN. REMOVE EXISTING PARKING/ STRIPING CHANNELIZATION. DEMO AND REMOVE EXISTING UTILITY. MAINTAIN AND PROTECT EXISTING
CURB. ADJUST EXISTING UTILITY TO FINISHED GRADE. LEGEND CONSTRUCTION LIMITS REMOVE EXISTING PAVEMENT REMOVE EXISTING CONCRETE 1. DEMO AND DISTURBANCE OF EXISTING PAVEMENT AND SOILS
SHALL BE LIMITED TO AREA CURRENTLY BEING WORKED ON. STRAW BALE BARRIERS, WATTLES, AND OTHER NECESSARY TESC MEASURES TO BE INSTALLED AND MAINTAINED BY CONTRACTOR AS NEEDED AS PROJECT
PROGRESSES OR AS DIRECTED BY OWNER, AND CITY OF YELM. 2. VALVE OPERATION SHALL BE BY AUTHORIZED CITY PERSONNEL ONLY. A MINIMUM OF 24 HOUR NOTICE SHALL BE PROVIDED TO CITY PERSONNEL
FOR VALVE OPERATION ACTIVITIES. 3. INSTALL CB INLET PROTECTION IN ALL CBS ON AND ADJACENT TO SITE. 4. FOR ANY INSPECTION 48 HOUR NOTICE IS REQUIRED TO SCHEDULE. SCHEDULING A WATER
SHUTDOWN REQUIRES AN ADDITIONAL 72 HOURS. GENERAL NOTES SAWCUT LINE INSTALL CATCH BASIN INLET PROTECTION EXISTING RIGHT-OF-WAY CLEAR AND GRUB REMOVE EXISTING CURB LOT LINE 1 3 4 5 6
7 8 9 10 11 12 1 1 1 1 11 1 2 2 13 2 5 5 3 3 3 3 3 5 2 2 5 2 6 7 7 8 9 10 12 12 12 12 12 EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP 3 PLAN SCALE IN FEET 0 20' 40' 2 4 4 4 4 4
4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6 6 6 11 11 11 2 13 13 2 2 2 2 2 1 1 1 12 3 1 1 DM-02 DEMOLITION AND TESC DETAILS 04 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE
INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow.
before you dig.Call R CO CO CO HS-01 HARDSCAPE PLAN 05 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM,
WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING W YELM AVENUE LEGEND HMA ASPHALT, SEE TYPICAL
SECTION ON SHEET DT-01 EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK INSTALL CEMENT CONCRETE SIDEWALK PER CITY OF YELM DETAIL 2-11 ON SHEET DT-01. INSTALL CEMENT CONCRETE BARRIER CURB PER
CITY OF YELM DETAIL 2-13 ON SHEET DT-01. NOT USED 6" REINFORCED CONCRETE. SEE DETAILS ON SHEET DT-01. INSTALL PARKING SPACE STRIPING PER CITY OF YELM DETAILS 2-21 AND 2-22 ON SHEET
DT-01. INSTALL COMPLETE ADA PARKING STALLS CHANNELIZATION AND SIGNS, SEE CITY OF YELM DETAIL 2-24 ON SHEET DT-01. ALL SLOPES SHALL BE LESS THAN 2% IN ALL DIRECTIONS. REINSTALL EXISTING
ADA SIGNS. TRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS FOR LAYOUT AND DETAILS. RESTORE PAVEMENT PER CITY OF YELM TRENCH-PAVEMENT RESTORATION DETAIL 2-10 ON SHEET DT-01. INSTALL CROSSWALK
SIGN. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD PLAN F-40.16-03 ON SHEET DT-02. INSTALL PERPENDICULAR TYPE A CURB RAMP PER
WSDOT STANDARD PLAN F-40.15-04 ON SHEET DT-02. SBUX DRIVE THRU WELCOME SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX CUSTOM DO NOT ENTER
SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX DRIVE THRU DIRECTIONAL SIGNAGE, , SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY
EXACT LOCATION IN FIELD. SBUX WELCOME MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. 6" STEEL PIPE BOLLARD, SEE ARCHITECTURAL PLANS
FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX OVERHEAD CLEARANCE BAR, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX MENU/
ORDER SCREEN, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX MOBILE ORDER PICKUP SIGNAGE, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO
VERIFY EXACT LOCATION IN FIELD. SBUX DO NOT ENTER STECIL, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. STOP STECIL, SEE ARCHITECTURAL PLANS FOR
DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. SBUX DRIVE THRU ENTRY STECIL, SEE ARCHITECTURAL PLANS FOR DETAILS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONSTRUCTION
NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES. 3. SEE LANDSCAPING
PLANS FOR ALL PLANTINGS AND LANDSCAPE MATERIAL PLACEMENTS. 4. SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE LAYOUT AND DETAILS. GENERAL NOTES 1 2 3 4 5 6 7 8 1 1 1 2 2 2 10 10 5 7 R30.0'
2 8 6 9 9 EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP 10 2 PLAN SCALE IN FEET 0 20' 40' 11 11 8.0' 20.0' 9.0' TYP 23.5' 23.0' 12.0' 12.0'26.4' 12.0' 12.0' 12.0'
16.0' 10.0'21.6' 21.0' 3'2.9815' 5.6' R2' R2' R2' R10'R15' R2' R20' R25'R3' R15' R15' R42' R19' R10' R10' R32' R20' R2' R2' R31' 13 12 18 18 15 17 16 14 8 12 4 7.0' 7.0' 5.0' 5.0' 5.0'
13 14 15 16 17 18 8 19 19 REINFORCED CONCRETE 20 21 22 20 21 22 PROPOSED SCREEN FENCE, SEE ARCHITECTURAL SHEETS 3.0' 3.0' 1 1 1 6.6' 350.87 1 351.00 2 350.51 3 350.46 4 350.46 6 350.46
7 349.09 8 348.89 9 348.96 10 349.05 11 349.06 12 349.07 13 350.46 5 349.20 14 348.26 15348.03 16 347.79 17 347.38 18 347.07 19 347.05 20 347.12 21 347.32 22 347.52 23 350.74 24 350.79
25 350.85 26 351.34 27 349.74 28 350.08 29 350.17 30 350.25 31 350.42 33 350.48 34 350.53 35 349.31 36 349.11 37 349.18 38 349.27 39 349.28 40 349.29 41 349.42 42 349.67 43 349.75 44
349.09 45 348.48 46348.16 47 347.84 48 347.81 49 347.81 50 347.94 51 348.09 52 348.15 53 348.31 54 348.47 55 349.41 56 349.03 57 349.55 58 349.71 59 349.55 60 349.20 61 348.71 62 348.68
63 348.58 64 348.61 65 350.11 68 349.21 66 349.79 67 349.55 69 349.75 70 349.75 71 349.69 72 349.72 73 350 349 351 350 349 348 350 347 348 349 350 350 349 349 348.28 74 348.30 75 348.62
76 348.62 77 348.49 78 348.42 79 348.24 80 347.91 81 347.93 82 350.39 32 GR-01 GRADING PLAN 06 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL
DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING FF
349.75 W YELM AVENUE LEGEND HMA ASPHALT EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP PLAN SCALE IN FEET 0 10' 20' SEE
DETAIL 2, SHEET GR-03 FOR CURB RAMP GRADING DETAILS SEE DETAIL 1, SHEET GR-03 FOR CURB RAMP GRADING DETAILS SEE DETAIL 3, SHEET GR-03 FOR CURB RAMP AND ADA STALL GRADING DETAILS SEE
DETAIL 4, SHEET GR-03 FOR CURB RAMP GRADING DETAILS REINFORCED CONCRETE 1.5%1.9% 1.5% 1.0% 0.5% 1.5% 4.0% 1.5%1.5% 1.0% 1 POINT TABLE POINT # . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
17 18 19 20 21 22 23 24 25 26 27 28 29 30 NORTHING 596108.99 596100.57 596092.71 596090.49 596089.34 596088.08 596084.20 596034.96 596016.03 595994.51 595983.41 595981.81 595980.27
595966.43 595882.24 595872.66 595867.42 595863.25 595852.14 595836.86 595834.38 595831.13 595836.62 595976.97 595979.03 595981.17 596000.52 596051.72 596074.89 596081.10 EASTING 1111275.34
1111273.16 1111280.67 1111290.26 1111293.55 1111297.08 1111303.19 1111364.09 1111375.16 1111370.94 1111364.05 1111362.98 1111361.82 1111349.34 1111282.55 1111271.55 1111257.94 1111236.54
1111224.86 1111229.99 1111233.05 1111244.06 1111254.14 1111367.63 1111369.21 1111370.68 1111383.24 1111254.83 1111260.11 1111264.54 ELEVATION 350.868 351.000 350.507 350.456 350.460
350.462 350.462 349.093 348.894 348.959 349.050 349.060 349.071 349.200 348.261 348.026 347.791 347.384 347.068 347.050 347.116 347.320 347.524 350.737 350.793 350.848 351.342 349.736
350.082 350.167 DESCRIPTION BFC, ME BFC, MC BFC, PT BFC, PC BFC, EA, EC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT EA, EC BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC
BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, ME BFC, ME BFC, PC BFC, MC POINT TABLE POINT # . 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
55 56 57 58 59 60 NORTHING 596082.37 596079.29 596078.80 596077.29 596074.86 596025.63 596014.03 596000.84 595989.74 595988.75 595987.81 595973.35 596002.92 596006.44 595915.39 595889.78
595881.17 595878.71 595880.36 595883.35 595888.97 595891.99 595892.58 595895.69 595901.40 595949.96 596001.62 596003.89 596017.57 596009.22 EASTING 1111272.10 1111285.43 1111287.56
1111291.83 1111295.64 1111356.54 1111363.33 1111360.74 1111353.85 1111353.20 1111352.48 1111340.79 1111358.92 1111354.58 1111293.93 1111273.22 1111261.94 1111247.95 1111245.46 1111245.64
1111251.21 1111258.52 1111261.53 1111269.63 1111276.18 1111315.45 1111251.55 1111249.53 1111249.69 1111242.94 ELEVATION 350.250 350.390 350.418 350.475 350.527 349.313 349.114 349.179
349.270 349.280 349.291 349.420 349.670 349.750 349.092 348.481 348.159 347.841 347.805 347.810 347.944 348.093 348.150 348.312 348.474 349.410 349.029 349.550 349.710 349.550 DESCRIPTION
BFC, PT BFC, EA, EC BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT BFC, PC BFC, MC BFC, PT EA, EC BS BS BFC BFC, PC BFC, MC BFC, PCC BFC, PCC BFC, PCC BFC, MC BFC, PT BFC, PC BFC,
MC BFC, PT BFC, AP BFC, AP ES BW GP POINT TABLE POINT # . 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 NORTHING 595990.29 595987.62 595987.32 596001.66 596004.47
596027.14 596023.41 596039.73 596043.49 596049.06 596051.41 596052.55 596054.88 595927.61 595921.89 595935.78 595935.81 595923.07 595919.54 595914.24 595910.51 595913.73 EASTING 1111238.53
1111240.23 1111237.42 1111219.69 1111219.40 1111237.72 1111242.34 1111255.59 1111250.95 1111263.23 1111265.09 1111258.91 1111260.80 1111242.61 1111249.67 1111260.90 1111263.98 1111264.13
1111261.27 1111252.48 1111233.32 1111231.38 ELEVATION 349.200 348.714 348.679 348.578 348.606 349.210 349.790 350.110 349.550 349.750 349.750 349.690 349.720 348.285 348.304 348.623
348.622 348.489 348.417 348.239 347.907 347.928 DESCRIPTION ES BFC, PC BFC, PT BFC, PC BFC, PT BFC BW BW BFC BW BW ES ES BFC, AP BFC, AP BFC, PC BFC, PCC BFC, PT BFC, PC BFC, PT BFC,
PC BFC, PT GR-02 GRADING POINT TABLES 07 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON
17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R ABBREVIATION TABLE MC MIDDLE OF CURVE BOTTOM FACE OF CURBBFC BACK OF
WALKBW GRADE POINTGP ANGLE POINTAP PCC POINT OF COMPOUND CURVATURE PT POINT OF TANGENT ME MATCH EXISTING EDGE OF ASPHALTEA EDGE OF SIDEWALKES EDGE OF CONCRETEEC TBC TOP BACK OF CURB
BOTTOM OF RAMPBR PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE TR TOP OF RAMP 1 348.84 130 348.91 131 348.99 132 349.06 133 349.41 134 349.33 135 349.35 138 349.31 139 349.26
140 349.18 141 349.72 142 349.64 143 349.64 144 349.86 145 349.71 146 349.71 147 349.31 136 349.27 137 348.67 102 348.77 103 349.39 104 349.21 105 349.12 106 349.17 107 349.26 108 348.73
100 348.63 101 350.55 110 350.43 111 350.39 112 350.45 115 350.49 116 350.61 117 350.50 120 350.54 121 3551.38 123 351.39 124 350.54 126 350.50 127 350.35 113 350.41 114 350.46 118
350.46 119 350.96 122 350.96 125 349.71 151 349.36 156 349.41 157 349.83 150 349.58 158 349.91 163 350.06 164 350.14 165 349.91 162 349.58 159 350.01 167 350.08 166 349.62 160 349.62
161 349.75 152 349.87 153 349.45 154 349.40 155 POINT TABLE POINT # . 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 NORTHING 596071.26 596075.92 596079.81
596080.24 596078.88 596078.44 596072.48 596067.77 596089.06 596090.62 596091.06 596096.50 596101.16 596110.59 596107.44 596098.02 596093.35 596089.47 EASTING 1111274.04 1111277.81 1111280.96
1111281.31 1111287.24 1111286.89 1111282.07 1111278.36 1111294.86 1111289.70 1111290.05 1111294.45 1111298.22 1111305.85 1111309.72 1111302.11 1111298.34 1111295.19 ELEVATION 350.550
350.430 350.390 350.350 350.410 350.450 350.490 350.610 350.460 350.460 350.500 350.540 350.960 3551.380 351.390 350.960 350.540 350.500 DESCRIPTION TR BR TBC BFC BFC TBC BR TR BFC
BFC TBC ES ES ES, ME ES, ME ES ES TBC POINT TABLE POINT # . 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 NORTHING 595974.75 595969.09 595963.43 595957.77
595973.33 595978.98 595980.24 595983.39 595980.63 595983.77 595984.64 595990.30 595987.55 595988.44 595985.30 595976.86 595989.18 595992.33 EASTING 1111252.97 1111259.97 1111266.97
1111273.97 1111286.54 1111279.55 1111277.99 1111274.10 1111278.30 1111274.42 1111272.55 1111265.55 1111269.75 1111278.19 1111282.08 1111282.97 1111285.22 1111281.33 ELEVATION 348.840
348.913 348.986 349.058 349.405 349.330 349.310 349.270 349.350 349.313 349.260 349.179 349.721 349.635 349.635 349.864 349.710 349.710 DESCRIPTION GP GP GP GP BFC BFC BFC BFC TBC,
BR TBC, BR BFC BFC TBC TR TR TBC GP GP POINT TABLE POINT # . 100 101 102 103 104 105 106 107 108 NORTHING 596009.14 596005.25 596004.93 596008.82 596015.04 596005.05 596001.16 595998.02
596001.90 EASTING 1111223.17 1111220.03 1111220.41 1111223.56 1111228.59 1111228.22 1111225.08 1111228.97 1111232.11 ELEVATION 348.730 348.630 348.670 348.770 349.390 349.210 349.120
349.170 349.260 DESCRIPTION BFC BFC TBC, BR TBC, BR TBC TR TR ES, GP GP POINT TABLE POINT # . 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 NORTHING 595940.06
595934.62 595934.93 595940.37 595943.89 595938.45 595938.76 595944.20 595952.64 595947.20 595947.52 595952.96 595950.03 595955.47 595959.11 595961.54 595958.54 595953.17 EASTING 1111337.78
1111333.38 1111332.99 1111337.39 1111333.05 1111328.64 1111328.26 1111332.66 1111324.05 1111319.65 1111319.26 1111323.66 1111316.15 1111320.55 1111323.49 1111318.89 1111316.76 1111312.26
ELEVATION 349.830 349.710 349.750 349.870 349.450 349.400 349.360 349.410 349.580 349.580 349.620 349.620 349.910 349.910 350.060 350.140 350.080 350.010 DESCRIPTION BFC, AP BFC, AP
TBC TBC TBC TBC BFC, AP BFC, AP BFC, AP, BR BFC, BR TBC TBC BFC, TR BFC, TR ES BW GP GP 7.8% 2.0% GR-03 GRADING DETAILS 08 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT
FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you
dig.Call R 1 GR-01 DETAIL 1"=5' CURB RAMP 2 GR-01 DETAIL 1"=5' CURB RAMP 3 GR-01 DETAIL 1"=5' CURB RAMP 4 GR-01 DETAIL 1"=5' CURB RAMP 7.5% 7.3% 1.8% 1.0% 0.5% 0.8% 1.5% 5.4% 4.7% 1.7%
1.8% 1.7% 1.8% 0.8% 0.9% 0.8% 8.5% 6.8% 0.9% 0.8% 0.9% 2.0% 6.3% 7.5% 0.7% 0.7% 0.7% 0.7% 8.3% 1.0% 1.5% 3.2% 1.5% 6.0'5.0' 5.0' 8.0' 5.6' 6.0' 5.0' 5.0' 5.0' 5.0'4.0' 7.0' 7.0' 5.6'
5.0' 5.0'6.0' 6.0'6.0' 9.0'9.0'9.0' 20.0' ABBREVIATION TABLE MC MIDDLE OF CURVE BOTTOM FACE OF CURBBFC BACK OF WALKBW GRADE POINTGP ANGLE POINTAP PCC POINT OF COMPOUND CURVATURE PT
POINT OF TANGENT ME MATCH EXISTING EDGE OF ASPHALTEA EDGE OF SIDEWALKES EDGE OF CONCRETEEC TBC TOP BACK OF CURB BOTTOM OF RAMPBR PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE
TR TOP OF RAMP 1.0% 0.8% 0.5% 3.5% 6.0' 7.0' 7.7' 1.7% 2.0% 7.0% 60.5' 1 1 1 CO CO CO CO CO CO CO CO CO CO CO CO CO CO 350 350 351 350 346 346 347 347 348 348 349 349 351 351 UT-01
UTILITY PLAN 09 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE,
Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING W YELM AVENUE LEGEND HMA ASPHALT EXISTING RIGHT-OF-WAY CONCRETE SIDEWALK INSTALL
TYPE 1 CATCH BASIN, SEE WSDOT STD. PLAN B-5.20-03 ON SHEET DT-02. INSTALL FIRE DEPARTMENT CONNECTION. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONNECT TO EXISTING 4" SPRINKLER
WATER MAIN AND POINT INDICATOR VALVE. INSTALL FIRE SPRINKLER DOUBLE DETECTOR CHECK VALVE IN VAULT, SEE CITY OF YELM DETAIL 4-16 ON SHEET DT-04. CONNECT TO EXISTING 2" WATER METER AND
SETTER, 2" RPBA ASSEMBLY W/ HOT BOX AND 2" PVC WATER SERVICE. INSTALL 6" SIDE SEWER CONNECTION W/ CLEANOUT. SEE MECHANICAL PLANS FOR EXACT LOCATION. SEE CITY OF YELM DETAIL 5-7 ON
SHEET DT-03. INSTALL STEP TANK. SEE DETAIL ON SHEET DT-03. INSTALL HOSE BIB WITHIN 50' OF STEP TANK FOR TANK MAINTENANCE. SEE MECHANICAL PLANS FOR EXACT LOCATION. INSTALL STEP CONTROL
PANEL ON FACE OF BUILDING. SEE CITY OF YELM DETAILS 5-5 AND 5-6 ON SHEET DT-03. CONNECT NEW 2" SERVICE TO EXISTING STEP SEWER CARSON BOX, SEE CITY OF YELM DETAIL 5-1 ON SHEET DT-03.
CONTRACTOR TO COORDINATE WITH YELM SEWER DEPARTMENT AND VERIFY EXACT LOCATION IN FIELD. INSTALL GREASE INTERCEPTOR PER DETAIL ON SHEET DT-04. CONSTRUCTION NOTES 1. CONTRACTOR SHALL
FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THIS WORK. 2. CATCH BASINS ARE CALLED OUT TO CENTER OF STRUCTURE. 3. PIPE LENGTHS ARE FOR CALCULATION PURPOSES
ONLY. BID QUANTITIES SHALL BE CALCULATED AS REQUIRED. 4. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT STANDARD SPECIFICATION (LATEST EDITION) UNLESS OTHERWISE SUPERSEDED BY CITY STANDARDS.
5. ALL UTILITY CONNECTIONS TO THE BUILDING SHALL BE MADE WITH FLEX FITTINGS AS SHOWN ON THE MECHANICAL PLANS. 6. A MINIMUM 6-INCH SAND CUSHION IS REQUIRED FOR ANY UTILITY LINE WITHIN
6-INCHES OF ANOTHER UTILITY LINE AT CROSSING. 7. POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES PRIOR TO INSTALLATION OF UTILITIES. 8. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS
AS NEEDED. 9. THRUST BLOCKING SHALL BE INSTALLED AT ALL TEES AND BENDS PER CITY OF YELM STANDARD DETAIL. 10. VERTICAL BENDS SHALL BE RESTRAINED AND BLOCKED PER CITY OF YELM STANDARD
DETAIL. 11. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND GRADES. 12. SEE SHEET DT-01 FOR TRENCH RESTORATION DETAIL. 13. SYMBOLS ARE NOT TRUE SIZE GENERAL NOTES STORM PIPE TYPE 1
CATCH BASIN WATER SERVICE SEWER SERVICE 1 2 3 4 EXISTING RIGHT OF WAY EXISTING PROPERTY LINE, TYP EXISTING LOT LINE CB #2 - TYPE 1 RIM: 348.29 IE IN=344.37 (8" NE) IE OUT=344.27 (8"
SE) 1 CB #3 - TYPE 1 RIM: 349.43 IE IN=345.27 (6" NW) IE IN=345.27 (8" NE) IE OUT=345.17 (8" SW) 1 CB #4 - TYPE 1 RIM: 348.89 IE IN=346.09 (4" W) IE OUT=345.99 (8" SW) 1 CB #1- TYPE
1 RIM: 348.52 IE IN=343.81 (8" NW) EX IE IN=343.81 (12" NE) EX IE OUT=343.81 (12" SW) 80 LF 8" SD PIPE (PVC) @ 1.0% 72 LF 8" SD PIPE (PVC) @ 1.0% 73 LF 6" SD PIPE (PVC) @ 2.0% CONNECT
TO BUILDING ROOF DOWNSPOUT PER ARCHITECTURAL PLAN 67 LF 6" SD PIPE (PVC) @ 2.0% 52 LF 6" SD PIPE (PVC) @ 2.0% CONNECT TO BUILDING ROOF DOWNSPOUT PER ARCHITECTURAL PLAN 14 LF 6" SD PIPE
(PVC) @ 2.0% 16 LF 6" SD PIPE (PVC) @ 2.0% EX CB - TYPE 1 RIM: 349.1 IE IN=346.2 (6" NW) EX IE OUT=346.2 (12" SW) PLAN SCALE IN FEET 0 20' 40' CONNECT TO BUILDING ROOF DOWNSPOUT PER
ARCHITECTURAL PLAN 6" CLEANOUT 6" CLEANOUT EXISTING STORM DRAIN, TYP EXISTING 8" WATER MAIN, TYP2 EXISTING FIRE HYDRANT 4 3 EXISTING 4" SEWER MAIN 5 6 7 8 9 5 6 7 8 9 10 LF 2" SS PIPE
(PVC) @ 2.0% MIN 9 LF 6" SS PIPE (PVC) @ 2.0% MIN 43 LF 2" WA PIPE (PVC) 39 LF 4" FIRE LINE (PVC) 10 LF 4" FIRE LINE (PVC) BUILDING CONNECTION, SEE ARCHITECTURAL PLANS FOR EXACT LOCATION
23 LF 8" SD PIPE (PVC) @ 2.0% EX CB - TYPE 1 RIM: 350.0 EX IE IN=347.2 (12" NW) EX IE IN=347.2 (12" SE) EX IE OUT=347.1 (12" SW) EX CB - TYPE 1 RIM: 347.51 EX IE IN=341.7 (12" SE) IE
IN=341.8 (12" NW) EX IE OUT=341.7 (12" SW) REINFORCED CONCRETE 20 LF 4" SD PIPE (PVC) @ 2.0% AREA DRAIN #1 RIM: 349.71 IE OUT=346.49 (4" E) 8 LF 6" SD PIPE (PVC) @ 2.0% 64 LF 6" SD
PIPE (PVC) @ 2.0% 11 LF 6" SS PIPE (PVC) @ 2.0% MIN 10 21 LF 6" SD PIPE (PVC) @ 2.0% 10 1 8 LF 2" SS PIPE (PVC) @ 2.0% MIN 16 LF 2" SS PIPE (PVC) @ 2.0% MIN 1 1 1 DT-01 DETAILS 10 OF
CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup,
WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1 DETAIL NO SCALE REINFORCED CONCRETE 2 DETAIL NO SCALE CONTRACTION JOINT 11.0' WELDED WIRE MESH 6" 4" MIN CRUSHED
SURFACING BASE COURSE SUITABLE SUBGRADE SOILS TO BE COMPACTED TO AT LEAST 95% OF THE MDD PER WSDOT STANDARD SPECIFICATION 2-06.3(1) NOTES: 1. CONCRETE SHALL BE CLASS 4000. 12'-0" MAX
12'-0" MAX3" C CONTRACTION JOINT 1/2" 1/4" JOINT SEALING COMPOUND, COLOR MATCH CONCRETE 1 DT-02 DETAILS 11 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE
PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1 DT-03
DETAILS 12 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite
100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT
COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE
OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL
THE REQUIRED APPROVALS AND PERMITS. D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM
OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM
OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. H. ALL PLASTIC PIPE AND SERVICES SHALL BE
INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN
BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC
PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. I. ALL BURIED POWER FOR STEP SYSTEMS
SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE BACKING MARKED “POWER”. TAPE SHALL BE
FURNISHED BY CONTRACTOR. J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED
SPECIFICATION (SEE GENERAL NOTE 5.60-A). K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT
AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR
DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. O. ANY CHANGES
TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE-REFERENCED SPECIFICATION FOR
TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q. PRIOR TO BACKFILL
ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED
BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. R. PUMP CONTROL PANELS SHALL BE LOCATED ON
GARAGE WALL OR REMOTE POST, 5-FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR
THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF
COVER 1.406" DIAMETER. T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION
ARE: 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST 3. S.S. PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED
TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. CITY OF YELM SANITARY SEWER GENERAL NOTES 1 DT-04 DETAILS 13 OF CIVIL PERMIT SET IF NOT, SCALE
ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know
what'sbelow. before you dig.Call R CO CO CO LS-01 LANDSCAPE PLAN 14 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA,
LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R PROPOSED BUILDING EXISTING RIGHT OF WAY, TYP EXISTING
PROPERTY LINE, TYP LEGEND GENERAL NOTES TURF GRASS 'CRIMSON SENTRY' NORWAY MAPLE 1. REFER TO LS-02 FOR CONSTRUCTION NOTES, DETAILS, AND PLANT LISTS. 2. NO PLANT SUBSTITUTIONS SHALL
BE PERMITTED WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 3. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 4. PLANT LIST QUANTITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL-OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES
SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 'FLAMING SILVER' JAPANESE PIERIS 'KARL FOERSTER' FEATHER REED GRASS 'LITTLE BUNNY' FOUNTAIN GRASS OREGON
GRAPE 'LOWFAST' BEARBERRY COTONEASTER RUDBECKIA HIRTA + AGASTACHE 'KUDOS MANDARIN' DWARF MUGO PINE 'MILLENIUM' ORNAMENTAL ONION KATSURA TREE 'CELESTIAL' RUTGERS DOGWOOD W YELM AVENUE
PROPOSED SCREEN FENCE, SEE ARCHITECTURAL SHEETS PLAN SCALE IN FEET 0 10' 20' EXISTING CROSSWALK D Y L A N S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W
A S H I N G T O N L A N D S C A P E A R C H I T E C T 1 1 LS-02 LANDSCAPE DETAILS AND SCHEDULE 15 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL
DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 2" DEPTH CRUSHED AGGREGATE
MULCH BACKFILL FERTILIZER TABLETS STRUCTURAL SOIL MIX, SEE SPECS FOLD BACK BURLAP FROM TOP 2/3 OF ROOT BALL STRUCTURAL SOIL MIX, SEE SPECS PLANTING PIT SHALL BE A MINIMUM OF TWICE THE
ROOT-BALL DEPTH 12" MIN 12" MIN 8" MIN 8" MIN ROOTBALL WIDTH 8" MIN 2'-0" BOW TO CENTER OF TREE CONCRETE SIDEWALK IN BASIN PLACED 1/2" BELOW NOTES: 1. FOLD BURLAP BACK FROM TOP 2/3
OF ROOT BALL 2. ROOT BALL OF TREE SHALL BE BURIED TO THE SAME DEPTH AS IN PREVIOUS NURSERY SETTING 3. IF TREATED OR SYNTHETIC BURLAP IS USED, REMOVE COMPLETELY 4.ROOT BALL CUT TO ENCOURAGE
GROWTH PLANTING PIT- SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH AT BASE OF PIT & 3 TIMES ROOTBALL WIDTH AT FINISH GRADE ADJACENT SIDEWALK LANDSCAPE IMPROVEMENTS - GENERAL NOTES
8" MIN 2 X DIA. OF ROOTBALL MINBACKFILL WITH TOPSOIL A OR AMENDED SOIL. WATER THOROUGHLY TO REMOVE AIR POCKETS PLANT AT SAME LEVEL AS GROWN. TOP OF ROOTBALL TO BE LEVEL WITH FINISH
GRADE. FINISHED GRADE PREPARED SOIL PLANTING HOLE 6" WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS AREA FOR SPACING ADJUSTMENT CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET
BACK FROM THE PLANTING BED EDGE 2/3 "X" 2/3 "X" EDGE OF PLANTING BED TRIANGULAR SPACING WITHIN PLANTING BED. SPECIFIED PLANT SPACING ="X" INDIVIDUAL PLANTS REPRESENTED AS: D Y L A N
S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T E C T SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL. TREES ®
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SHRUBS SYMBOL CODE QTY BOTANICAL / COMMON NAME CONDITION SPACING SHRUB AREAS PLANT SCHEDULE 1. REFER TO THIS SHEET FOR PLANT INSTALLATION
DETAILS. 2. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/CITY. 3. CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS.
DAMAGE TO THE EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE
CONSTRUCTION OBSERVER AND AT NO COST TO THE OWNER. 6. ALL LANDSCAPE SHRUB PLANTING AREAS SHALL RECEIVE 12" MIN. UNIFORM DEPTH IMPORTED TOPSOIL TYPE 'A'. TURF GRASS AREAS TO RECEIVE
2" UNIFORM DEPTH IMPORTED TOPSOIL TYPE 'A'. 7. PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARD (ANSI Z60.1)
AND WASHINGTON STATE STANDARDS FOR NURSERY STOCK ORDER NO. 1627. ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN
PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND. 8. PLANT LIST QUANTITIES ARE SHOWN
FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL-OUTS AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL
BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIC SPACING. 9. PRIOR TO BARK MULCH PLACEMENT, ALL SHRUB BED AREAS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. FOLLOW ALL
MANUFACTURER'S APPLICATION INSTRUCTIONS. PRE-EMERGENT HERBICIDE SHALL BE ELANCO XL2G OR APPROVED EQUAL. 10. MULCH SHALL BE INSTALLED TO DEPTH OF 3" IN ALL NEW PLANTING AREAS. PRIOR
TO MULCH PLACEMENT GRADE SHALL BE BROUGHT TO A UNIFORM LINE WITH NO SURFACE IRREGULARITIES. WATERING BERMS AROUND PLANTS SHALL BE HAND COMPACTED AND OF A SMOOTH AND EVEN GRADE PRIOR
TO MULCH PLACEMENT. MULCH SHALL BE WATER-COMPACTED UPON PLACEMENT. 11. NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS. 12. CONTRACTOR
SHALL WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE HAS BEEN GRANTED. OWNER SHALL THEN ASSUME ALL RESPONSIBILITIES FOR MAINTAINING ALL PLANTS IN A HEALTHY
GROWING CONDITION FOR THE LIFE OF THIS PROJECT. 13. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS. 14. TREES WITHIN 6' OF CURB AND/OR
SIDEWALK MUST HAVE A ROOT BARRIER. 1DETAIL NO SCALE TREE PLANTING 2DETAIL NO SCALE PLANT SPACING 3DETAIL NO SCALE SHRUB PLANTING 1 CO CO CO 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
8 8 E SSS SSSS 888888888888888888 8888888888888888 12121212 12 12 12 12 12 12 12 8 8 12 12 12 12 12 88 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 88 E E SS M1 8 8
8 8 E E S S S S S S S S S S S S S E 8 8 E E 8 8 8 8 S E E S S E E E E 8 8 8 8 5 1 5 1 12 10 12 10 5 1 IR-01 IRRIGATION PLAN 16 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH
AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON 17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before
you dig.Call R LEGEND LEGEND SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: CPVC SCHEDULE 40 NOTES: 1. SEE SHEETS IR-02 FOR IRRIGATION
SCHEDULE AND NOTES. 2. IRRIGATION PIPING & EQUIPMENT SHALL BE INSTALLED WITHIN CONDUITS, TREE WELLS AND WITHIN PROPERTY BOUNDARIES. 3. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED
TO OBTAIN FULL COVERAGE. NOZZLE CHANGES MAY BE NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS AND ADD/DELETE HEADS AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. 4. CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING POINT OF CONNECTION/DESIGN STATIC PRESSURE AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE
POINT OF CONNECTION AND CONTROLLER LOCATION PRIOR TO COMMENCING CONSTRUCTION. 6. CONTRACTOR TO SIZE PIPE TO ENSURE FLOW DOES NOT EXCEED 5 FPS. IRRIGATION LATERAL LINE: PVC CLASS 200
SDR 21 LEGEND RAIN BIRD 1806 15EST RAIN BIRD 1806 15SST RAIN BIRD 1806 08F RAIN BIRD 1806 08H RAIN BIRD 1806 08Q RAIN BIRD 1806 10F RAIN BIRD 1806 10H RAIN BIRD 1806 12F RAIN BIRD 1806
12H RAIN BIRD 1806 08V RAIN BIRD 1806 12V RAIN BIRD 1806 15V E S 8 8 8 10 10 12 12 8 21 51 RAIN BIRD PEB 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY,
GLOBE CONFIGURATION. WATER METERXX PROPOSED BUILDING POC AT PROPOSED 1" IRRIGATION METER, FIELD VERIFY LOCATION RAIN BIRD R-VAN-STRIP 1804-SAM-P45 SST RAIN BIRD R-VAN18 1804-SAM-P45
RV-18 IRRIGATION PLAN IS SCHEMATIC - LOCATE PIPING IN ADJACENT LANDSCAPE BED TO SOUTH/NORTH STATIC PRESSURE = 60 PSI IRRIGATION PLAN IS SCHEMATIC LOCATE PIPING IN ADJACENT LANDSCAPE
BED TO SOUTH/NORTH PLAN SCALE IN FEET 0 10' 20' D Y L A N S . B A I L E Y N O . 1 5 0 3 E X P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T
E C T 1 1 IR-02 IRRIGATION SCHEDULE AND NOTES 17 OF CIVIL PERMIT SET IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. EAGLE PLAZA COMMERCIAL DEVELOPMENT URBAN OLYMPIA, LLC YELM, WASHINGTON
17 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 Ph: 253.604.6600 Know what'sbelow. before you dig.Call R 1. REFER TO THIS SHEET FOR IRRIGATION SYSTEM INSTALLATION DETAILS. 2.
CONTRACTOR SHALL FIELD VERIFY STATIC PRESSURE AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL MAINTAIN PIPE FLOWS 5 FPS OR LESS. 4.
ALL IRRIGATION CONDUITS SHALL BE A MINIMUM OF 2X THE DIAMETER OF THE PIPE(S) WITHIN SLEEVE. 5. ANY DISCREPANCIES IN LINE SIZING SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. 6. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP FOR HIS/HER RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING
IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION
OF THE LANDSCAPE ARCHITECT AND AT NO COST TO THE OWNER. 8. ALL PIPING UNDER HARD SURFACES (INCLUDES CONCRETE, ASPHALT, CRUSHED GRAVEL) SHALL BE SLEEVED WITHIN A SCH. 40 PVC CONDUIT
EXTENDING 12 INCHES BEYOND HARD SURFACE EDGE AT 18" DEPTH. 9. ALL CONTROL WIRING NOT IN MAINLINE TRENCH SHALL BE BURIED WITHIN PVC CONDUIT. CONDUIT SHALL BE PLACED 18" BELOW FINISH
GRADE. ALL CONDUIT AND FITTINGS SHALL BE SCH. 40. 10. PIPE SIZE SHALL BE THE SAME ON BOTH SIDES OF VALVES. 11. LOCATE ALL VALVES WITHIN ONE (1) FOOT OF THE MAINLINE. 12. WHERE TWO
OR MORE PIPES SHARE THE SAME TRENCH, MAINTAIN A 4" SEPARATION BETWEEN PIPES. DO NOT CROSS PIPES OVER EACH OTHER UNLESS THEY ARE AT 90 DEGREES. 13. IRRIGATION SITE PLAN IS SCHEMATIC.
IRRIGATION PLUMBING AND EQUIPMENT SHALL BE INSTALLED IN LAWN OR SHRUB BED AREAS AND WITHIN PROPERTY BOUNDARIES. THE CONTRACTOR SHALL CONSIDER ALL SITE FEATURES IN THE INSTALLATION
OF IRRIGATION IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL IRRIGATION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM. FIELD
VERIFY ALL EXISTING EQUIPMENT LOCATIONS AND REPORT ANY INCONSISTENCIES TO LANDSCAPE ARCHITECT. 14. IRRIGATION CONTROLLER TO BE LOCATED WITHIN MECHANICAL ROOM - CONTRACTOR TO COORDINATE
EXACT LOCATION PRIOR TO CONSTRUCTION. 15. ALL PVC SOLVENT WELDS WILL BE MADE AS A TWO-STEP PROCESS W/ SEPERATE PRIMER AND GLUE APPLICATIONS. ALL GLUE SHALL BE MANUFACTURED FOR IRRIGATION
AND CONDUIT ASSEMBLY ONLY. NO "ONE-STEP" GLUE SHALL BE ALLOWED. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO USE. USE. 16. CONTRACTOR SHALL VERIFY ALL LOCATIONS AND SIZES OF IRRIGATION
SLEEVES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY ADDITIONAL SLEEVING OR UPSIZING REQUIRED PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE CONTROLLER LOCATIONS
AND POWER SOURCES WITH CITY AND GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. IRRIGATION IMPROVEMENTS - GENERAL NOTESIRRIGATION SCHEDULE D Y L A N S . B A I L E Y N O . 1 5 0 3 E X
P . 0 6 / 0 4 / 2 0 2 5 S T A T E O F W A S H I N G T O N L A N D S C A P E A R C H I T E C T SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS SYMBOL MANUFACTURER/MODEL/DESCRIPTION
E S 8 8 8 10 12 12 8 51 M1 #" # Valve Number Valve Size Valve Flow Valve Callout # H.B. F.E. F.D. SYMBOL AND TEXTDESCRIPTION ROOM IDENTIFICATION SWINGING DOOR WINDOW FLOOR DRAIN FIRE
EXTINGUISHERS HOSE BIB DOWNSPOUT room name room number door number, minimum door strike side clearance distances sloped floor fire extinguisher in semi-recess cabinet, fire rated cabinet
at fire rated walls refer to plan for size and locations D.S. ROOM NAME 100 FLOOR PLAN LEGEND MIN 1'-6" 6"1'-0" W1 window type 101 STRUCTURAL COLUMN centered on grid line, centered
in wall F.D.level floor refer to plan for locations STOREFRONT SYSTEM storefront system type SFS-1 SFS1 A300 7D A A 01 01 B B 04 04 06 06 65'-0" 7'-0" 97'-5 1/2" 65'-0" 7'-0" 44'-11"18'-6
1/2"10'-5 1/2"13'-2 1/2"10'-4" 02 02 03 03 C C 72'-0" 44'-11"18'-6 1/2"10'-5 1/2"13'-2 1/2"10'-4" 97'-5 1/2" 72'-0" 6" 2'-9" 16'-11" 3'-1" 18'-2" 3'-1" 18'-2" 2'-10" 6" 4'-8 1/2"1'-11"6'-7"8'-5"1'-1
1" 2'-6" 17'-0" 4'-0" 17'-0" 4'-0" 17'-0" 3'-6" 8"3'-10"4'-2 1/2"3'-10"8" 2'-7"15'-11"2'-10"42'-1 1/2" 4'-4" 2'-0" 8" 10B A400 3'-6"15'-0"4'-7 1/2"1'-9 1/4"15'-0"1'-9 1/4" 5 1/2" 2'-11
1/2" 2'-5 1/2"5 1/2"15'-0"5 1/2" 6B A400 6B A400 OPEN SHELL 101 OPEN SHELL 102 D.S. D.S. D.S. D.S. F05 100 UTILITY 100 D.S. F05 D.S. F05 F01 F05 102B 102A 101A 101B F07 F07 F07 F07
F07 F07 F07 F07 4'-10" 3'-2" 3'-2" 4'-10" 4'-4"3'-2"3'-2"4'-4"4'-4"3'-2"3'-2"4'-4"4'-4"3'-2"3'-2"4'-4"4'-5"6'-2"4'-5" 5'-4" 3'-2" 3'-2" 5'-4" 5'-4" 3'-2" 3'-2" 5'-4" 5'-4" 3'-2" 3'-2"
5'-4" F08 F04 F04 4D A800 05 05 10'-0" 13'-11" OPEN SHELL 103 F09 F09 F10 F05F05F05 D.S. D.S. F05 F04 F11 WALL TYPE 1 6" WOOD STUDS DESCRIPTION SYMBOL AND TEXT WALL TYPES NOTE GENERAL
NOTES 1. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 2. REFER TO SHEET G030 FOR STANDARD ABBREVIATIONS LIST. 3. INSTALL SOUND BATT INSULATION
AT ALL INTERIOR (STUD) WALLS. NOTE# FLOOR PLAN NOTES design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F
G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be
reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:14 PM C:\shive\Revit_Local_2023\a2
3-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A100 FLOOR PLAN YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE NORTH 1/8" =
1'-0"10C FLOOR PLAN 2' 8' SCALE: 1/8" = 1'-0" 0' 4' 16'1' 2' 8' SCALE: 1/8" = 1'-0" 0' 4' 16'1' 1 OWNER REVISION 4/29/24 F01 PROVIDE RECESSED ELECTRICAL PANELS PER LANDLORD REQUIREMENT
EXHIBIT F04 4" DIA DOWNSPOUT PER 4H/A700 F05 2" DIA ALUMINUM TUBE DOWNSPOUT. FINISH TO MATCH STOREFRONT. F07 OUTLINE OF CANOPY ABOVE F08 PATIO AREA RAILING PER DETAIL 4D/A800. F09 1-HR.
FIRE RATED WALL. 5/8" TYPE 'X' GWB ON BOTH SIDES, EXTEND TO ROOF DECK. F10 ROOF ACCESS LADDER WITH EXTENSION MAST AT TOP. OSHA AND STATE APPROVED. F11 HOSE BIBB. 1 1 STATE OF WASHINGTON
BRUCE McKEAN REGISTERED ARCHITECT 5134 DESCRIPTION SYMBOL AND TEXT ROOF PLAN LEGEND ROOFING IDENTIFICATION ROOF RIDGE SLOPE IDENTIFICATION HVAC UNIT ROOF SUMP AREA material type ridge
line direction indicator, rise/run hvac unit on 12" ht built-up curb with flashing system 2" deep recessed level sump area SINGLE-PLY MEMBRANE ROOFING RIDGE SLOPE 1/2:12 ROOF ACCESS
HATCH 36"x48" (min 16 sq ft), cricket at upside of roof slope UNIT 1 4'-0" 2'-0" ROOF DRAIN OVERFLOW ROOF DRAIN ROOF PLANE CHANGE description, change in sloped roof planes VALLEY ROOF
CRICKET sloped (cricket) roof plane PARAPET WALL parapet wall ROOF PARAPET THROUGH-WALL SCUPPERS 4'-0" 2'-0" 2" deep recessed level sump area, through-wall sheet metal scuppers and
collector head primary scupper: 8" wide x 4" height (minimum size) secondary overflow scupper: 8" wide x 4" height (minimum size) F.O.S. F.O.S. F.O.S. F.O.S. A A 01 01 B B 04 04 06
06 02 02 03 03 C C 10B A400 10B A400 6B A400 6B A400 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 65'-0" 7'-0" 97'-5 1/2" 65'-0" 7'-0"
63'-5 1/2"10'-5 1/2"13'-2 1/2"10'-4" 72'-0" 63'-5 1/2"10'-5 1/2"13'-2 1/2"10'-4" 97'-5 1/2" 72'-0" R1 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE
1/4:12 R01 R04 R03 R02 R04 R04 R08 R06 R02 SLOPE 1/4:12 SLOPE 1/4:12 METAL ROOFING PANEL, TYP. ALL CANOPIES R05 R05 R05 97'-5 1/2" 65'-0" R03 R03 R03 05 05 31'-0 1/4" NOTE# ROOF PLAN
NOTES NOTE GENERAL NOTES 1. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 2. REFER TO SHEET G030 FOR STANDARD ABBREVIATIONS LIST. 3. PROVIDE
RAISED CURBS FOR ROOF MOUNTED HVAC UNITS. 4. MAINTAIN A MINIMUM OF 1/4:12 SLOPE AT ROOF CRICKETS. NORTH 1/8" = 1'-0"10C ROOF PLAN 2' 8' SCALE: 1/8" = 1'-0" 0' 4' 16'1' 2' 8' SCALE:
1/8" = 1'-0" 0' 4' 16'1' design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2
1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or
by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:15 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A110 ROOF PLAN YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE R01 SINGLE-PLY MEMBRANE
ROOFING R02 THRU WALL SCUPPER WITH OVERFLOW DRAIN, PER DETAIL 4H/A700 R03 SEE MECHANICAL DRAWINGS FOR LOCATIONS OF ROOF TOP UNITS. LOCATIONS ON THIS SHEET SHOWN FOR REFERENCE ONLY.
R04 BUILT UP RIGID INSULATION CRICKET R05 METAL CANOPY. SLOPED TO GUTTER AT WALL R06 EXTEND ROOFING MEMBRANE UP INSIDE SURFACE OF PARAPET AND OVER TOP OF WALL UNDER CAP FLASHING R08
36"x48" INSULATED METAL ROOF HATCH AND INTEGRAL CURB, CRICKET UPSLOPE SIDE, PER DETAIL 10A/A700. CONFIRM FINAL LOCATION W/ OWNER. STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT
5134 DESCRIPTION SYMBOL AND TEXT CEILING LEGEND CEILING IDENTIFICATION SOFFIT room number material ceiling height material description height GWB SOFFIT 8'-0" ACT-1 8'-0" 101 SLOPED
CLG 1:12 SLOPED CEILING IDENTIFICATION direction indicator, rise/run, refer to plan for ceiling heights and starting point FLUSH ACCESS PANEL refer to plan for size and locations FULL
HEIGHT WALLS bearing walls extend to top of bearing elevation or height indicated on wall sections non-bearing partitions extend to underside of floor/roof deck A A 01 01 B B 04 04
06 06 02 02 03 03 C C 10B A400 6B A400 6B A400 C03 05 05 C07 NOTE# CEILING PLAN NOTES NOTE GENERAL NOTES 1. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S)
- SALVAGE 2. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. 3. EXTEND INTERIOR (NON-BEARING) WALLS 6 INCHES ABOVE CEILINGS AND SOFFITS. REFER TO DETAIL ON SHEET A752 FOR HEAD CONDITION.
REFER TO DETAIL ON SHEET A752 FOR FULL HEIGHT WALLS (NON-BEARING) HEAD CONDITION. 4. REFER TO DETAIL ON SHEET A720 FOR BRACING REQUIREMENTS OF SUSPENDED CEILINGS. G030 NORTH 1/8" =
1'-0"10C REFLECTED CEILING PLAN 2' 8' SCALE: 1/8" = 1'-0" 0' 4' 16'1' 2' 8' SCALE: 1/8" = 1'-0" 0' 4' 16'1' design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO.
9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All
rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE
OF ARCHITECTS 4/30/2024 12:52:16 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A120 REFLECTED CEILING PLAN YELM, WA OWNER
REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE C03 ROOF ACCESS HATCH, SEE ROOF PLAN FOR LOCATION C07 PAINTED 3/4" PLYWOOD TRIM AROUND OPENING THRU ROOF STRUCTURE,
TYP. STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 SCHEDULE NOTES GENERAL NOTES [1] MAINTAIN 13' CLEAR HEIGHT TO ANY OBSTRUCTION THROUGHOUT ENTIRE SPACE. [2] LEVEL 4
FINISH AND PRIMED WHITE. [3] EXPOSED STRUCTURE ABOVE. [4] INSTALL 3/4" PLYWOOD BACKER BOARD ON FACE OF WALLS TO 8'-0" [5] SEALED [6] EXTEND GWB TO BOTTOM OF ROOF DECK UNLESS NOTED
OTHERWISE. 1. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 2. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING"
FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS. 3. PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT
MATERIAL. 4. PAINT ALL EXPOSED SHEET METAL (GALVANIZED STEEL) HVAC DUCTS. 5. REFER TO COLORS AND MATERIALS SCHEDULE FOR PAINT COLOR. SCHEDULE NOTES GENERAL NOTES [1] READY ACCESS
275 SERIES SINGLE PANEL SLIDER MOER WINDOW WITH HEATED AIR CURTAIN (AA300) [2] PROVIDE 208/240 VOLTS 60HZ-32 AMPS, 1 PHASE DEDICATED CIRCUIT FOR HEATED AIR CURTAIN. 1. FRAME DIMENSIONS
REFER TO ROUGH OPENING SIZE. 2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 3. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO COLORS AND MATERIALS SCHEDULE
FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS. 4. REFER TO EXTERIOR ELEVATIONS FOR WINDOW TYPE. 5. REFER TO COLORS
AND MATERIALS SCHEDULE FOR GLAZING TYPES. 6. REFER TO SHEET G030 FOR STANDARD ABBREVIATIONS LIST. 7. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF
EXTERIOR WALL OPENINGS. SCHEDULE NOTES GENERAL NOTES [1] ALUMINUM STOREFRONT DOOR. REFER TO EXTERIOR ELEVATIONS FOR CONFIGURATION [2] PAIR 3'-0" [3] THE KEY OPERATED LOCKING DEVICE
MUST BE READILY DISTINGUISHABLE AS LOCKED. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE
IS OCCUPIED" THE SIGN SHALL BE IN LETTER 1" HIGH ON A CONTRASTING BACKGROUND. [4] REFER TO LANDLORD WORK REQUIREMENTS. 1. REFER TO DOOR SCHEDULE FOR HARDWARE GROUPS. 2. REFER TO COLORS
AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 3. REFER TO COLORS AND MATERIALS SCHEDULE AND DOOR SCHEDULE FOR GLAZING TYPES. INSULATING GLASS UNITS SHALL BE LABELED AND NFRC CERTIFIED.
4. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. 5. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO SPECIFICATIONS - DIVISION 9 - PAINTING; FOR SPECIFIC TYPE OF APPLIED
FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS 6. REFER TO SPECIFICATIONS - DIVISION 7 - MEMBRANE FLASHING (SELF-ADHERING); FOR EXTERIOR WALL
OPENING FLASHING REQUIREMENTS. 7. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS. G030 SG SCHEDULE SCHEDULE SCHEDULE 5" 5"
5" 10" TYPE D1 TYPE D2 SCHEDULE NOTE: ALL GLASS USED IN DOOR FRAMES TO BE "SAFETY" GLASS (IBC REQUIREMENT) 2" SCHEDULE 2" 2" TYPE F1 SCHEDULE SCHEDULE NOTES GENERAL NOTES [1] STOREFRONT
SYSTEM (SF-1): STOREFRONT SYSTEM. KAWNEER. SERIES: TRIFAB VG (VERSAGLAZE) 451T (THERMAL) FRAMING SYSTEM, CENTER GLAZED. FRAME DIMENSIONS: 2" WIDE x 4-1/2" DEPTH. NFRC OVERALL U-VALUE
= 0.36. NFRC OVERALL SHGC = 0.36. [2] SAFETY GLAZING FOR GLAZING UP TO 7'-0" 1. FRAME DIMENSIONS REFER TO ROUGH OPENING SIZE. 2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND
FINISHES. 3. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO
PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS. 4. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. 5. REFER TO EXTERIOR ELEVATIONS FOR STOREFRONT SYSTEM TYPE. 6. REFER TO BUILDING
EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS. G030 NO ROOM NAME FLOOR BASE CEILING WALL MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH NOTES
FP-01 100 UTILITY CONC. [5] RB [3] - GWB/ PLYWOOD PT. [4] [6] 101 OPEN SHELL CONC. - - [3] - GWB [2] [1] [6] 102 OPEN SHELL CONC. - - [3] - GWB [1] [6] 103 OPEN SHELL CONC. - - [3]
- GWB [1] [6] TYPE FRAME SERIES HEIGHT WIDTH GLAZING RATING WINDOW TREATMENT NOTES MATERIAL FINISH HEAD HEIGHT FP-01 W1 275 5'-0" 4'-0" ALUM BLACK 8'-0" SG - - [1] [2] WINDOW SCHEDULE
ROOM FINISH SCHEDULE design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1
HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any
means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:19 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza
Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A200 SCHEDULES YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1/4" = 1'-0" DOOR TYPES 1/4" =
1'-0" FRAME TYPES NO DOOR RATING HARDWARE GROUP FRAME WIDTH HEIGHT TYPE MATERIAL FINISH GLAZING MATERIAL FI NOTES NISH TYPE GLAZING FP-01 100 3'-6" 7'-0" D1 HM PT - HDW-1 HM PT F1 101A
6'-0" 7'-0" D2 ALUM FF SG [6] ALUM FF F1 SG [1] [4] [5] 101B 3'-0" 7'-0" D2 ALUM FF SG [6] ALUM FF F1 SG [1] [5] 102A 3'-0" 7'-0" D2 ALUM FF SG [6] ALUM FF F1 SG [1] [5] 102B 3'-0"
7'-0" D2 ALUM FF SG [6] ALUM FF F1 SG [1] [5] 102C 3'-0" 7'-0" D2 ALUM FF SG [6] ALUM FF F1 SG [1] [5] DOOR SCHEDULE STOREFRONT SYSTEM SCHEDULE TYPE FRAME SERIES MATERIAL FRAME FINISH
GLAZING RATING NOTES SF1 [1] ALUM FF [2] DOOR HARDWARE GROUPS HDW-1: STAINLESS STEEL LOCKING HARDWARE WITH WEATHER STRIPPING AND THRESHOLD HDW-2: MORTISE CYLINDER WITH STAINLESS STEEL
PUSH/ PULLS AND CLOSER, WEATHER STRIPPING AND THRESHOLD STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 SYMBOL AND TEXT ELEVATION LEGEND DESCRIPTION WINDOW window type designation,
refer to window schedule W1 ASSEMBLY TYPES W = wall type R = roof type S = soffit type F = floor type ELEVATION surface type designation T.O.F. = top of floor T.O.B. = top of bearing
T.O.W. = top of wall (E) = existing STOREFRONT SYSTEM storefront system type designation, refer to storefront system schedule SF1 W1 T.O.F. MATERIALS LEGEND PATTERNMATERIAL CONCRETE
(ARCHITECTURAL) refer to schedule for color and finish, rustication joint pattern per elevations ARCHITECTURAL WALL PANEL (AWP) refer to schedule for color and finish STUCCO refer to
schedule for color and finish, reveal pattern per elevations BRICK MASONRY refer to schedule for color and finish, brick pattern per elevations GLAZING refer to schedule for type and
color NOTE# ELEVATION NOTES NOTE GENERAL NOTES 1. REFER TO BUILDING ASSEMBLY LEGEND ON SHEET G030 FOR ASSEMBLY TYPES. 2. REFER TO COLORS & MATERIALS SCHEDULE ON SHEET G020 FOR EXTERIOR
MATERIALS. 3. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 4. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. 5. PAINT ALL EXPOSED CONDUITS
AND PIPES; MATCH COLOR OF ADJACENT MATERIAL. G030 8"2'-8"1"6'-7"1"3'-0"1"6'-4"6" 8"2'-0"8"17'-10"1'-4"6" STUCCO (S) W4 BRICK (BRK) E01 ARCHITECTURAL WALL PANEL E04 E04E03E02 E02 W1
E08 CLR. 10'-0" SF1 SF1 W3 W2 6D A701 3'-0"5'-0" SF1 SF1 SF1 2"6'-11"2'-11" 2"6'-11" 2"6'-11"2'-11" ARCHITECTURAL WALL PANEL E02 E01 E06 E06E06E06 E05E05 E05 10D A701 W2 3H A701 SF1
SF1 SF1 SF1 W4 STUCCO (S) BRICK (BRK) E02 8"2'-7"1"6'-8"1"3'-0"1"6'-4"6" 8"2'-0"8"17'-10"1'-4"6" E02 E05 E06 E06E06 E02 E06 E06 E06E056A A701 W3 W2 E05 8"2'-0"8"17'-10"1'-4"6" BRICK
(BRK) SF1 W3 7'-1"2'-11" 8D A701 6H A701 3A A701 E07 E06 E03 3H A701 SIM. EXTERIOR FINISH SCHEDULE 1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES. 2. FOOTNOTES:
[1] CLEAR ANODIZED FINISH 3. GENERAL NOTES: (1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL. CONCRETE CLEAR SEALER ALUMINUM STOREFRONT FACTORY FINISH [1]
STRUCTURAL STEEL (AESS) PAINT HOLLOW METAL DOORS AND FRAMES PAINT METAL GUTTER AND DOWNSPOUT METAL DECKING PAINT METAL ROOFING PANEL PAINT FACTORY FINISH METAL FABRICATIONS PAINT METAL
SIDING PANEL FACTORY FINISH ARCHITECTURAL WALL PANEL PAINT METAL FLASHING/ TRIM FACTORY FINISH SINGLE-PLY MEMBRANE ROOFING FACTORY FINISH - WHITE MASONRY VENEER CLEAR SEALER STUCCO
PAINT 3/16" = 1'-0"4D EAST ELEVATION 3/16" = 1'-0"10A NORTH ELEVATION 3/16" = 1'-0"7D WEST ELEVATION 3/16" = 1'-0"10F SOUTH ELEVATION design group HELIX DESIGN GROUP, INC DATE JOB NO.
REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED:
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ELEVATIONS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE E01 STEEL CANOPY E02 TENANT SIGN LOCATIONS ARE TO BE VERIFIED WITH TENANT. PROVIDE POWER AND
ADDITIONAL BACKING. E03 METAL CAP FLASHING, TYP. E04 CONDUCTOR HEAD AND 3" DIA. DOWNSPOUT PER 3A/A700. E05 2"X2" ALUMINUM TUBE DOWNSPOUT. E06 WALL MOUNTED LIGHT FIXTURE (L-1) MOUNTING
HEIGHT 8'-6" A.F.G. E07 WALL MOUNTED LIGHT FIXTURE (L-2) MOUNTING HEIGHT 8'-0" A.F.G. E08 1" REVEAL IN STUCCO STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 SYMBOL AND TEXT
SECTION LEGEND DESCRIPTION NOTE# SECTION NOTES W1 ASSEMBLY TYPES W = wall type R = roof type S = soffit type F = floor type NOTE GENERAL NOTES 1. REFER TO BUILDING ASSEMBLY LEGEND FOR
ASSEMBLY TYPES. 2. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 3. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. ELEVATION surface type
designation T.O.F. = top of floor T.O.B. = top of bearing T.O.W. = top of wall (E) = existing T.O.F. G030 EL. 0'-0" FP-01 EL. 18'-0" TOP OF ROOF EL. 10'-0" FP-02 ABC EL. 23'-0" T.O.
PARAPET WALL A500 10H A500 10E 10'-0"6'-4 1/4" 7'-1"2'-11" 10'-0" EL. 0'-0" FP-01 EL. 18'-0" TOP OF ROOF 01 04 06 02 03 A500 10B EL. 23'-0" T.O. PARAPET WALL EL. 11'-0" T.O. CANOPY
05 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP,
INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission
in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:21 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt
04.29.24 a23-093 A400 BUILDING SECTIONS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE3/16" = 1'-0"10B BUILDING SECTION 3/16" = 1'-0"6B BUILDING SECTION
STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 SYMBOL AND TEXT SECTION LEGEND DESCRIPTION NOTE# SECTION NOTES W1 ASSEMBLY TYPES W = wall type R = roof type S = soffit type
F = floor type NOTE GENERAL NOTES 1. REFER TO BUILDING ASSEMBLY LEGEND FOR ASSEMBLY TYPES. 2. ABBREVIATIONS: (D) - DEMOLITION (R) - RELOCATE (E) - EXISTING TO REMAIN (S) - SALVAGE 3.
REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST. ELEVATION surface type designation T.O.F. = top of floor T.O.B. = top of bearing T.O.W. = top of wall (E) = existing T.O.F. G030
EL. 0'-0" FP-01 C EL. 23'-0" T.O. PARAPET WALL R1 R2 F1 W2 A701 6D A700 10F A701 3H A701 10A A701 3D BS01 3'-0" BS03 BS04 EL. 0'-0" FP-01 A EL. 23'-0" T.O. PARAPET WALL R2 R1 A701 3H
W2 F1 A700 10F A701 10D 10'-0" BS04 12'-6" MIN. CLEAR 17'-10 1/4" EL. 0'-0" FP-01 01 A701 3H EL. 23'-0" T.O. PARAPET WALL BS03 BS04 design group HELIX DESIGN GROUP, INC DATE JOB NO.
REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED:
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YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE1/2" = 1'-0"10H WALL SECTION 1/2" = 1'-0"10E WALL SECTION BS01 6" THICK CONCRETE PAVING THE LENGTH OF
THE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. BS03 PLYWOOD SHEATHING AT ALL PARAPET WALLS. BS04 FOOTING DRAIN PER GEOTECH REQUIREMENTS. 1/2" = 1'-0"10B WALL SECTION STATE
OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 METAL DOWNSPOUT SLEEVE COLLECTOR BOX OVERFLOW C L 1/2" 16" 1/2" 3"17"1" 2 1/2"5 1/2" 5" 4" DIA. METAL DOWNSPOUTS 1/16" x 1" HANGERS
OF SAME MATERIAL AS DOWNSPOUTS METAL FASTENERS MIN 2 1/2" WALL SURFACE CONDUCTOR HEAD PER DETAIL OVERFLOW HOLE SLEEVE 4" DIA. METAL DOWNSPOUT. SEE 6A/A700 FOR DOWNSPOUT ATTACHMENT.
SHEETMETAL SCUPPER, ALL FOUR SIDES PER SMACNA FIG 1-27A 8" 8 1/8" BACKER ROD & SEALANT SINGLE PLY MEMBRANE WRAP AROUND ENTIRE WALL OPENING REFER TO WALL ASSEMBLY FOR EXTERIOR FINISH
REFER TO WALL ASSEMBLY FOR EXTERIOR FINISH PLYWOOD DECKING SEE 6A/A700 FOR CONDUCTOR HEAD ELEVATION ROOF SIDE SINGLE PLY MEMBRANE ROOF OVER COVER BOARD AND RIGID INSULATION CONTINUOUS
WEATHER BARRIER OVER PARAPET WALL FINISH PER WALL TYPE INTERIOR SHIM AS REQUIRED SEALANT AND BACKER ROD BOTH SIDES METAL HEAD FLASHING GRID STRUCTURAL GLULAM BEAM DOWNSPOUT AT LOCATIONS
SHOWN ON PLAN FORMED METAL GUTTER (MTL-1) W2 R2 METAL FLASHING (MTL-1) SET IN SEALANT WEATHER RESISTIVE BARRIER METAL FLASHING (MTL-1) 1/4":12" SLOPE ALUMINUM STOREFRONT SYSTEM NO STOREFRONT
WINDOW AT SIM SEE ROOF PLAN 10" MEMBRANE FLASHING AT ROUGH OPENING 6" WP SEE BUILDING SECTION AND WALL SECTION FOR HEIGHT FOAM FILLER BETWEEN RIBS METAL FLASHING TO MATCH ALUMINUM STOREFRONT
3'-0" 7" MIN. 1'-0" LOCKABLE (PADLOCK) HARDWARE. ALUMINUM FIXED ROOF ACCESS LADDER WITH EXTENSION SAFETY POST SINGLE PLY MEMBRANE ROOF OVER COVER BOARD AND RIGID INSULATION. PROVIDE
CRICKET ON UP HILL SIDE OF ACCESS HATCH CURB. PAINTED 3/4" PLYWOOD TRIM AROUND OPENING THRU ROOF STRUCTURE, TYP. INSULATED CURB WITH INTEGRAL CAP FLASHING. TREATED 2x EDGE BLOCKING
FULLY WEATHER SEAL GASKET, ALL SIDES OF HATCH. NOTE: HATCH SHALL MEET WA. ST. ENERGY CODE REQUIREMENTS. INSULATED ALUMINUM ROOF ACCESS HATCH AND CURB. STAINLESS STEEL HINGE CORROSION
RESISTANT HARDWARE TYPICAL EXTENSION SAFETY POST design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H
J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced
in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:23 PM C:\shive\Revit_Local_2023\a23-093_Eagle
Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A700 EXTERIOR DETAILS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1 1/2" = 1'-0"3A
DETAIL 6" = 1'-0"6A DETAIL 1 1/2" = 1'-0"4H DETAIL 1 1/2" = 1'-0"4E DETAIL 1 1/2" = 1'-0"10F DETAIL 1 1/2" = 1'-0"10A DETAIL STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134
GRID HOLLOW METAL FRAME WITH SPRAY FOAM FILL, TYP. SEALANT AND BACKER ROD. VAPOR BARRIER HOLLOW METAL DOOR 2" W2 SEALANT AND BACKER ROD. INSTALL MEMBRANE FLASHING AT ROUGH OPENINGS
(TYP) CONCRETE SLAB 2 1 HOLLOW METAL DOOR FRAME (BEYOND) HM DOOR (PT-1) THRESHOLD IN FULL BED OF MASTIC ATTACHED PER MANUFACTURER 1/2" THK. EXPAN. JT. WITH PREMOLDED ASPHALT IMPREGNATED
FILLER 1/4"1/2" T.O. PARAPET 1/2" GRID F.O.S. FASTENER AND NEOPRENE WASHER METAL CAP FLASHING SLOPE END SPLICES PER SMACNA METAL CAP FLASHING FIG. 3.2 NO. 2 ROOF SIDE - SEALANT AT
END SPLICES CONTINUOUS SEALANT BEAD (BOTH SIDES) 3/4" CDX PLYWOOD CONTINUOUS METAL CLEAT EXTEND SINGLE-PLY MEMBRANE ROOFING OVER PARAPET WALL TAPERED WOOD SHIM SINGLE PLY MEMBRANE ROOFING
OVER SHEATHING 6" W2 DAMPROOFING SYSTEM VAPOR BARRIER EXPANSION JOINT WITH FILLER MATERIAL AND SEALANT AT TOP 1/2" THK. EXPANSION JOINT WITH PREMOLDED ASPHALT IMPREGNATED FILLER MEMBRANE
FLASHING EXTEND OVER VERTICAL LEG OF L-SHAPED BASE FLASHING 2x TREATED SILL PLATE SET IN SEALANT L-SHAPED STAINLESS STEEL BASE FLASHING SET IN SEALANT W2 GRID WEATHER RESISTIVE BARRIER
0'-0" T.O.F. 1/2" CONCRETE CURB AND 6" THICK CONCRETE PAVING AT SIM LANDSCAPING HM FRAME AND DOOR INTERIOR VAPOR BARRIER HOLLOW METAL FRAME WITH SPRAY FOAM FILL, TYP. STOREFRONT FRAME
AT SIM SEALANT AND BACKER ROD BOTH SIDES GRID HEADER. SEE STRUCTURAL W2 STAINLESS STEEL (L-SHAPED FLASHING) LAP MEMBRANE FLASHING OVER VERTICAL LEG OF METAL FLASHING 1/4" CLEARANCE
FROM EDGE OF PANEL TO FLASHING 1 1/2" STOREFRONT FRAME (SILL) INSULATED GLASS UNIT (GL-1) INTERIOR 20 GA. SS SILLFLASHING WITH HEMMED EDGE AND END DAMS TO MATCH STORFRONT EL 0'-0" T.O.F.
CONTINUOUS BACKER ROD & SEALANT, BOTH SIDES 1/2" THK. EXPAN. JT. WITH PREMOLDED ASPHALT IMPREGNATED FILLER CONCRETE SLAB REF STRUCTURAL SHEETS GRID 1 1/2" STOREFRONT SUBSILL SET IN
SEALANT BED [1] STOREFRONT FRAME SILL WEATHER RESISTANT BARRIER SHEET METAL FLASHING WITH DRIP EDGE FOOTNOTES: [1] INSTALL STOREFRONT SUBSILL END DAMS. SEALANT NOTE: INSTALL METAL SILL
FLASHING PRIOR TO INSTALLATION OF STOREFRONT SUBSILL SEE OPENING PROTECTION LEGEND ON SHEET G036 ADDITIONAL INFORMATION VAPOR RETARDER GRID MEMBRANE FLASHING AT ROUGH OPENING W2 DAMPROOFING
SYSTEM VAPOR BARRIER EXPANSION JOINT WITH FILLER MATERIAL AND SEALANT AT TOP 1/2" THK. EXPANSION JOINT WITH PREMOLDED ASPHALT IMPREGNATED FILLER MEMBRANE FLASHING EXTEND OVER VERTICAL
LEG OF L-SHAPED BASE FLASHING 2x TREATED SILL PLATE SET IN SEALANT L-SHAPED STAINLESS STEEL BASE FLASHING SET IN SEALANT W2 GRID 1/4" CLEARANCE FROM EDGE OF PANEL TO FLASHING WEATHER
RESISTIVE BARRIER 0'-0" T.O.F. INTERIOR VAPOR BARRIER STOREFRONT FRAME SEALANT AND BACKER ROD BOTH SIDES GRID HEADER. SEE STRUCTURAL W2 STAINLESS STEEL (L-SHAPED FLASHING) LAP MEMBRANE
FLASHING OVER VERTICAL LEG OF METAL FLASHING MEMBRANE FLASHING AT ROUGH OPENING 1" 1/3 HEIGHT6'-0" MAX LONGBOARD SINGLE POST LONGBOARD SPACER BLOCK ± 3" LONGBOARD PRIVACY BEAM CONC.
PIER (BY OTHERS) GRADE (BY OTHERS) SITE FINISH (BY OTHERS) PROTECTION LAYER (BY OTHERS) AROUND POST TO AVOID DIRECT CONTACT W/ CONC. MIN. 2 LONGBOARD SPACER BLOCKS AT BASE ** DETAIL
FROM LONGBOARD EXTERIOR PRIVACY BEAMS END FRAME SYSTEM. SEE MANUFACTURER FOR ADDITIONAL DETAILS. design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7
6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS
4/30/2024 12:52:25 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24 a23-093 A701 EXTERIOR DETAILS YELM, WA OWNER REVISION PROJECT: a23-093
-EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1 1/2" = 1'-0"3A DETAIL 1 1/2" = 1'-0"8D DETAIL 1 1/2" = 1'-0"3H DETAIL 1 1/2" = 1'-0"10A DETAIL 1 1/2" = 1'-0"6H DETAIL 1 1/2" = 1'-0"10D DETAIL
1 1/2" = 1'-0"3D DETAIL 1 1/2" = 1'-0"6A DETAIL 1 1/2" = 1'-0" 6D DETAIL 1 1/2" = 1'-0"10H DETAIL STATE OF WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 FIXED BOLLARD (EXTERIOR)
1/2" SLOPE PAVED SURFACE OR FINISH GRADE FILL BOLLARD WITH CONCRETE/GROUT CAST STEEL PIPE BOLLARD IN CONCRETE FOOTING (TYPICAL) MINMIN 3"3'-0" 3'-6" T.O.F. 6"∅ GALVANIZED STEEL PIPE
BOLLARD (PAINT BLACK) MIN. 15" BOLLARD COVER WITH DOMED TOP ADA DETECTABLE WARNING (CAST TRUNCATED DOMES IN CONTRASTING COLOR) * IF THE LEVEL LANDING AT THE TOP OF THE RAMP IS LESS
THAN 48" THEN THE SLOPE OF THE FLARED SIDES SHALL NO EXCEED 1:12 * 1:10 SLOPE * 1:10 SLOPE 1:12 SLOPE 1 * 10 * 10 1 36" MIN 48" 24" SIDEWALK MIN SLOPED CURB @ RAMP 1:12 SLOPE MAX 60"
TYPICAL 1:12 SLOPE MAX LEVEL WITH PAVEMENT 1 12 12 1 RAMP RAMP SIDEWALK SLOPED CURB @ RAMP SIDEWALK 108" @ DOUBLE RAMPS NOTE: DOUBLE RAMP SHOWN IN DETAIL; PROVIDED AT ADA STALLS WHERE
SHOWN ON SITE PLAN. SINGLE RAMP PAVEMENT 6" HT CONCRETE CURB 1:48 MAX SLOPE ALL DIRECTIONS 1:48 MAX CROSS SLOPE REMOVE OUTSIDE FACE OF STEEL TUBE THIS AREA 3/4" DIA. STEEL CANE BOLT
WITH PADLOCK1 1/2" ANGLE WELDED TO STEEL FRAME 2x2 STEEL STOP WELDED TO FRAME 3/4" DIA. STEEL WELDED TO STEEL FRAME 1x1 STEEL TUBE WELDED TO STEEL FRAME STEEL STOP STEEL CHANNEL FRAME,
MITER AND WELD CORNERS CLEARANCE UNDER GATE CONCRETE SLAB ON GRADE 1" DIA. BAR CANE BOLT 1'-3" 4"8"4"3" 5" CORRUGATED METAL PANEL. FINISH TO MATCH BUILDING CANOPY STEEL CHANNEL FRAME.
MITER AND WELD CORNERS CONCRETE SLAB ON GRADE PROVIDE 1/4" WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELS 4" 1" NONSHRINK GROUT 3" 2" 4" 3" 1/4" 2" TYP.2" TYP. SECTION A-A A A 5/8"
BEARING PLATE WITH (4) 3/4" DIA. ADHESIVE ANCHORS - EMBED 7" SCREEN WALL FOOTING STEEL POST ADDITIONAL #5 VERT. IN (2) CMU CELLS NEAREST STEEL POST 3/4" DIA. ADHESIVE ANCHOR - EMBED
5" 1/4" CAP PLATE L3X3X5/16 X O'-3" CMU SCREEN WALL (3) SIDES 3/16 1/4" GAP NOTE: PAINT ALL STEEL BELOW SLAB WITH ASPHALTIC EMULSION. OUTLINE OF CONCRETE SLAB GALVANIZED HEAVY DUTY
HINGE 6x6 TUBE STEEL POST CLOSE TOP WITH 1/4" PLATE WITH CONTINUOUS WELD, BOLTED TO CMU WALL CMU STEEL CHANNEL FRAME. MITER AND WELD CORNERS PROVIDE WEEP HOLES IN BETWEEN CORRUGATED
METAL CHANNELS CORRUGATED METAL PANEL 3/4" DIA. ADHESIVE ANCHOR - EMBED 5" L3X3X5/16 X O'-3" 10D A800 1" 4" 1" x 3" TOP RAIL GRADE LINE 1" x 3" STEEL POST AT 4'-0" O.C. SET IN CONCRETE
FOOTING 1/2" x 1-1/2" HORIZONTAL RAILS A-A A-A A-A (10) EQUAL SPACES CONCRETE SLAB 3'-6" 4'-0" TYP. 8" 9" GALV. 3/4" x 3" x 6" W/ (2) 1/2"⌀ STAINLESS STEEL EXPANSION ANCHOR. 6" (2)
#4 CONT. 3" 8" CMU GROUT SOLID, DOWEL TO MATCH REINFORCEMENT 6" CONCRETE SLAB ON GRADE WITH #4 REBAR @ 12 O.C. EA. WAY 4" CRUSHED GRAVEL BASE #5 @ 32" O.C. 8" 4'-0" 1'-0" 3" 2" CMU
CAP 32" MIN. OVERLAP OF BARS (2) #4 BARS CONTINUOUS #5 BAR @ 24" O.C., 3" CLEAR 3" CLR. 7'-4" CONTINUOUS (2) #5 AT TOP, AND AT 24" O.C. A800 6A A800 6A 4" CMU CAP 8" CMU CONCRETE FOOTING
6" GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO MATCH DOORS STEEL CHANNEL FRAME. MITER AND WELD CORNERS CORRUGATED METAL DOORS; FINISH TO MATCH BUILDING CANOPY LOCKABLE SLIDE BOLT LATCH
6F A800 LED SECURITY LIGHT(L3): POLE MOUNT TO TOP OF ENCLOSURE WALL. 7'-6"3'-6" CONCRETE WHEEL STOPS 6" GALVANIZED STEEL TUBE POST 8" CMU BLOCK WALL (CMU-1) 5'-0" HIGH GATES, GATE IN
OPEN SWING POSITION, (MIN. 115°, MAX. 120°) TRASH RECYCLE 10D A800 6D A800 20'-4" 6-YARD DUMPSTER 4-YARD DUMPSTER 10'-0"10'-0" CONCRETE PAD AND APRON LOCKABLE, FREEZE PROOF HOSE BIB
1'-6" LED SECURITY LIGHT(L3) ON POLE. MOUNT POLE TO TOP OF CMU WALL WITH MASONRY FASTENER 4'-3 255/256" 4'-4" 4'-4" 4'-3 255/256" 8'-7 255/256" 8'-7 255/256" MIR. design group HELIX
DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from
Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/30/2024 12:52:26 PM C:\shive\Revit_Local_2023\a23-093_Eagle Plaza Retail_Revit 23_040124_NDoyleZEDDV.rvt 04.29.24
a23-093 A800 SITE DETAILS YELM, WA OWNER REVISION PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1/2" = 1'-0"10A DETAIL 3/8" = 1'-0"4A DETAIL 3/8" = 1'-0"3H DETAIL 1 1/2" =
1'-0"6A DETAIL 3" = 1'-0"6F DETAIL 1 1/2" = 1'-0"10D DETAIL 1 1/2" = 1'-0"7H DETAIL 3/4" = 1'-0"4D DETAIL 1/2" = 1'-0"10B DETAIL 1/4" = 1'-0"6D DETAIL 1/4" = 1'-0"10G DETAIL STATE OF
WASHINGTON BRUCE McKEAN REGISTERED ARCHITECT 5134 AREA DESIGN DEAD LOAD LIVE LOAD (2) PARTITION LOAD CONCENTRATED LOADS ROOF 25 PSF (1) WITH A MAXIMUM DUST RATIO % PASSING U.S. NO.
200 SIEVE = 2/3 MAX. % PASSING U.S. NO. 40 SIEVE THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS,
THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY
OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK
OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY
OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS,
AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE
STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT
INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (IBC)
AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT
DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL,
ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE
DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL CONFIGURATIONS, INCLUDING EXACT
DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL
DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL
INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. VERTICAL LOADS SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg = 25 PSF = GROUND SNOW LOAD Pf = 0.7CeCt sPg = FLAT ROOF
SNOW LOAD I Ps = CsPf = SLOPED ROOF SNOW LOAD Is = 1.0, Ce = 1.0, Ct = 1.0, Cs = VARIES LATERAL FORCES WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "ENCLOSED, PARTIALLY ENCLOSED,
AND OPEN BUILDING OF ALL HEIGHTS PROCEDURE" PER ASCE 7-16. - EXPOSURE CATEGORY = C - BASIC WIND SPEED, (3 SEC. GUST), VULT = 100 MPH - RISK CATEGORY PER IBC TABLE 1604.5 = - TOPOGRAPHIC
FACTOR KZT = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED
FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER
LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR
MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%, Cs =
; WITH SDS ( ) R Ie SEISMIC: (ASCE 7-16) V = CsW Cs MINIMUM = 0.044 SDS E ≥ 0.01 WHERE SD1 Ie R T( ) FOR T ≤ TL OR Cs MAXIMUM = Cs MINIMUM = FOR S1 > 0.6g
0.5S1 Ie R OR SD1TL Ie RT 2 ( ) FOR T > TLCs MAXIMUM = GENERAL NOTES DESIGN CRITERIA 300# I AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL
CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT OR ASTM C595 - TYPE IL PORTLAND LIMESTONE CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS
OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS
MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES
SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT:
THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT
FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR
TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE
AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED
FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE.
FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC
YARD, UNLESS NOTED OTHERWISE. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. ALL CONCRETE MIXES SHALL BE NORMAL
WEIGHT, UNLESS NOTED OTHERWISE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL
DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE
REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. CAST-IN-PLACE CONCRETE CONCRETE ITEM DESIGN f'c (PSI) (AT 28
DAYS U.N.O.) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO NOTES SLABS ON GRADE - UNO 4000 0.45 100 57 OR 67 STEM WALLS AND OTHER WALLS - UNO 4000 0.50 100
57 OR 67 CONCRETE MIX NOTES: 1. SAND - CEMENT CONCRETE GROUT. 1 FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 ARCHITECTURALLY EXPOSED SLABS ON GRADE 4000 0.45 100 57 OR 67 1, 2, 3 20 PSF
ROOF SURFACES 1 EFFECTIVE WIND AREA POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) ZONE 3 ALL ZONES 1 2 2' 3 3' 10 SF 16.0 -26.2 -30.3 -36.4 -40.5 -56.9 20 SF 16.0 -26.2 -29.9 -36.0
-36.4 -50.7 50 SF 16.0 -26.2 -28.6 -35.4 -32.3 -42.5 100 SF 16.0 -26.2 -28.2 -34.4 -28.2 -36.4 WALL SURFACES AND ROOF OVERHANGS 1 EFFECTIVE WIND AREA POSITIVE PRESSURE (PSF) NEGATIVE
PRESSURE (PSF) ZONE 2 4 5 4 5 10 SF 24.1 24.1 -26.2 -32.3 20 SF 23.0 23.0 -25.1 -30.1 50 SF 21.6 21.6 -23.7 -27.3 100 SF 20.5 20.5 -22.6 -25.1 500 SF 18.0 18.0 -20.0 -20.0 N/A N/A N/A
N/A N/A ROOF OVERHANGS 1 EFFECTIVE WIND AREA NEGATIVE PRESSURE (PSF) 1 2 2' 3 3' N/A 10 SF -43.0 -47.0 -53.2 -73.9 N/A 20 SF -41.9 -45.5 -51.7 -66.4 N/A 50 SF -40.4 -42.9 -49.6 -56.8
N/A 100 SF -39.3 -41.4 -47.5 -49.6 N/A 500 SF -36.8 -38.9 -45.0 -47.0 N/A 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. WALL ZONES ARE AS DEFINED BY FIGURE 30.3-1 FOR
ASCE 7-16 IN LOW RISE BUILDINGS. 3. ROOF ZONES ARE AS DEFINED BY FIGURES 30.3-2 THROUGH 30.3-7 IN ASCE 7-16 FOR LOW RISE BUILDINGS. -57.3 -52.1 -46.6 -41.4 -38.9 ZONE3 LATERAL FORCE
RESISTING SYSTEM: ALL MEMBERS AND CONNECTIONS REFERRED TO AS LATERAL FORCE RESISTING SYSTEM (LFRS) SHALL COMPLY WITH REQUIREMENTS OF THE SEISMIC FORCE RESISTING SYSTEM AND THE WIND
FORCE RESISTING SYSTEM SET FORTH IN THE SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704 AND 1705, AND AS NOTED IN THE STATEMENT OF SPECIAL INSPECTIONS. LATERAL FORCES ARE TRANSMITTED
BY DIAPHRAGM ACTION OF ROOF TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR
SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. SEISMIC IMPORTANCE FACTOR, e = 1.0 RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5 = SPECTRAL RESPONSE ACCELERATIONS
SS = 1.294 & S1 = 0.469 SITE CLASS PER TABLE 20.3-1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 1.035 & SD1 = 0.469 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT
OF BUILDING = 20 k ANALYSIS PROCEDURE USED = MODALRESPONSE SPECTRUM ANALYSIS SEISMIC FORCE-RESISTING SYSTEM PER TABLE 12.2-1: WOOD SHEARWALLS RESPONSE MODIFICATION FACTOR, R = 6.5 OVERSTRENGTH
FACTOR, = 2.5 DEFLECTION AMPLIFICATION FACTOR, Cd = 4 Cs = .159 DESIGN BASE SHEAR V = 14K REDUNDANCY FACTOR PER 12.3.4, = 1.0 I Ω r ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF
(ASSUMED)* ACTIVE PRESSURE - RESTRAINED: 50 PCF +14H SEISMIC SURCHARGE (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES
F.O.S. ≥ 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ≥ 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING STATIC DIFFERENTIAL SETTLEMENT: 1/2" MAX OVER
50 FEET PER GEO-TECHNICAL REPORT. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVATED
SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL-GRADED BANKRUN MATERIAL.
MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR
SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS
FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE
DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED FOOTINGS. II II ALL OTHER CONCRETE 4000 0.50 -- 57 OR 67 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE
DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN
INSTITUTE OF ARCHITECTS 4/29/2024 3:31:41 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-001 GENERAL NOTES YELM, WA CONSTRUCTION
DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET DESCRIPTION S-001 GENERAL NOTES S-002 GENERAL NOTES S-003 GENERAL NOTES
S-004 GENERAL NOTES S-100 FOUNDATION AND GRADE LEVEL PLAN S-101 ROOF FRAMING PLAN S-300 FOUNDATION DETAILS S-301 FOUNDATION DETAILS S-400 FRAMING DETAILS S-401 FRAMING DETAILS S-402
FRAMING DETAILS S-403 FRAMING DETAILS S-404 FRAMING DETAILS S-500 CANOPY DETAILS Grand total: 14 BACKING VENEER TIE ATTACHMENT TO BACKING WOOD STUDS WIRE-BOND RJ-711, HOHMANN & BARNARD
HB-213 S.I.S. OR HOHMANN & BARNARD 2-SEAL THERMAL WING NUT ZINC PLATED SCREWS BY MANUFACTURER MASONRY WIRE-BOND SERIES 800 LEVEL EYE LADDER W/ WIRE-BOND CLIP, HOHMANN & BARNARD HB-270
S.I.S.OR HOHMANN & BARNARD 2-SEAL THERMAL WING NUT INTEGRAL WIRE LADDER REINFORCEMENT ANCHORED VENEER (MASONRY AND STONE UNITS): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC
SECTION 1405.6 AND ACI 530 SECTIONS 12.1 AND 12.2 FOR THE APPLICABLE SEISMIC DESIGN CATEGORY. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, CLASS
B-2 AND SHALL BE MANUFACTURED BY WIRE-BOND OR HOHMANN & BARNARD OR PRE-APPROVED EQUAL. ANCHOR TIES SHALL BE SPACED 16" O.C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED
LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF NO. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED.
ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION, THE AISC
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JULY 7, 2016, THE AISC CODE OF STANDARD PRACTICE, JUNE 15, 2016 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JULY 12,
2016. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS
THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD
EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLLOW STRUCTURAL
SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE C (Fy = 50 KSI) ROUND - ASTM A500 GRADE C (Fy = 46 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554,
GRADE 55, UNLESS NOTED OTHERWISE, ASTM F1554, GRADE 105 WHERE INDICATED. STRUCTURAL STEEL WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI ----PARTIAL
PENETRATION 70 KSI ----COMPLETE PENETRATION 70 KSI 20 FT-LBS @ 40 DEG F STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL
BE PERFORMED BY WABO CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION"
TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL
NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL
AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH AND CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELDING WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL
MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO
BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. MASONRY VENEER: SHALL CONFORM
TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC, AND THE PROJECT SPECIFICATIONS. MASONRY POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POSTINSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN
IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND
TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY - NO HAMMER TOOLS). SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE
SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED
IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE
APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. POST-INSTALLED ANCHORS CONCRETE ANCHORS: - ADHESIVE ANCHORS: HILTI HIT-HY 200 V3 (ICC-ESR-4868), HILTI
HIT-RE 500 V3 (ICC-ESR-3814), DEWALT PURE 110+ (ICC-ESR-3298) OR SIMPSON SET-3G (ICC-ESR-4057) OR PRE-APPROVED EQUAL. *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION.
*CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER-DRILLED ONLY. *DO NOT INSTALL IN WATER-FILLED HOLES. *INSTALLER OF HORIZONTAL
OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. - EXPANSION ANCHORS:
KWIKBOLT TZ2 (ICC ESR-4266) BY HILTI, INC., OR PRE-APPROVED EQUAL. - SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3027) BY HILTI, INC., OR PRE-APPROVED EQUAL. MATERIAL PROPERTIES OTHER SHAPES
AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE
IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. GROUT NON-SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 928" OR PRE-APPROVED EQUAL. GROUT SHALL CONFORM TO CRD-C621
AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD-C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE
UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. 28-DAY MINIMUM STRENGTH SHALL BE 7,500 PSI MINIMUM. CONCRETE CURING NOTES:
1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED
PER ACI 305 FIGURE 2.1.5. 2. PROVIDE PRE-APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 3. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE
1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH
ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 4. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. REINFORCING SPLICE AND DEVELOPMENT
LENGTH SCHEDULE, Fy=60 KSI (UNLESS NOTED OTHERWISE) BAR SIZE MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld") MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ("Ldh")
TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS #4 2'-8" 2'-0" 2'-0" 1'-7" 0'-9" #5 3'-4" 2'-7" 2'-7" 2'-0" 1'-0" REINFORCING STEEL COVER REINFORCING STEEL SHALL CONFORM TO: ASTM A615,
GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. ASTM A706 GRADE 60 FOR ALL MOMENT FRAME HORIZONTAL BEAM BARS, MOMENT FRAME VERTICAL COLUMN BARS, VERTICAL SHEAR WALL BAR SAND ALL COUPLING BEAM
BARS (EXCEPT TIES). PER ACI 318, ASTM A615 GRADE 60 MAY BE SUBSTITUTED FOR THESE MEMBERS IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH
BY MORE THAN 18 KSI, THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25, AND IF THE ELONGATION OVER AN 8" GAGE LENGTH MEETS THE FOLLOWING:
BAR SIZE MINIMUM ELONGATION #3 - #6 14% ≥ #7 - #11 12% ≥ #14, #18 10% ≥ ASTM A706 GRADE 60 FOR ALL WELDED BARS. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICE
TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE
CAST AGAINST EARTH ------------ 3" EXPOSED TO WEATHER OR EARTH ------------ 2" TIES ON BEAMS AND COLUMNS ------------- 1-1/2" WALLS AND SLABS NOT EXPOSED TO WEATHER---- 3/4" AUGERCAST
PILES ---------------------------------------------- 2-1/2" WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP ONE FULL MESH ON SIDES AND ENDS BUT NOT LESS THAN 8 INCHES. WELDED
WIRE REINFORCING SHALL BE SUPPORTED TO WITHSTAND CONCRETE PLACEMENT. PULLING OF MESH INTO PLACE AFTER PLACEMENT IS NOT ALLOWED. REINFORCING STEEL MASONRY VENEER SYSTEM: MASONRY MATERIALS
AND MORTAR SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 14 OF THE IBC AND THE PROJECT SPECIFICATIONS. FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES
EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C CONCRETE
PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER-VIBRATE.
CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE
SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE
SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMED SURFACES: FLOATING & FINISHING OPERATIONS WATER SHALL NOT BE ADDED TO THE
CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PREAPPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. CONDITION OF PLACEMENT
AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED FOR WEATHER INDICATED, DEGREES F. ABOVE 30° F. 0° TO 30° F. BELOW 0° F. 60° 65° 70° 55° 60° 65° MIN. TEMP. FRESH
CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55° 50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50° 40° COLD WEATHER PLACEMENT:
1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY
FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN
THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES
ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING
CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. ITEM CONCRETE CURING NOTES ALL INTERIOR SLABS 1, (3 OR 4 OR 5) ALL
OTHER CONCRETE NONE CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6
SHALL BE SATISFIED BY ITEM 4 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED
SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE: PROVIDE CONSTRUCTION
AND/OR CONTROL JOINTS AT 16 FEET O.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. HOT OR WINDY
WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED
CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN O.2 PSF/HOUR THE PLACEMENT
SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED
WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY.
4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE.
3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS
FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION.
VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS
ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST-TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9
10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All
rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE
OF ARCHITECTS 4/29/2024 3:31:44 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-002 GENERAL NOTES YELM, WA CONSTRUCTION DOCUMENTS
PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE MEMBER DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH
INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL
SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. MEMBERS HAVE BEEN DESIGNED TO MEET SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS,
WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING.
REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND/OR PROVIDED BY TRUSS MANUFACTURER. SPRINKLER
LINE ATTACHMENTS SHALL CONFORM TO NFPA 13 AND COMMERCIAL PUBLICATION "SPRINKLER SYSTEM INSTALLATION WITH GUIDELINES FOR REDBUILT OPEN-WEB TRUSSES AND I-JOISTS". LOADS HUNG FROM JOIST
NOT SPECIFICALLY IDENTIFIED ON STRUCTURAL DRAWINGS SHALL NOT EXCEED 30 POUNDS AT ANY ONE POINT, NOR SHALL TOTAL LOADS IN POUNDS ON ANY ONE JOIST EXCEED 8 TIMES THE JOIST SPAN IN FEET,
UNLESS DETAILED OTHERWISE ON THE DRAWINGS. ATTACHMENT OF LOADS EXCEEDING 90 POUNDS SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THRU TRUSS MEMBERS. WOOD SHRINKAGE
AND CONSOLIDATION: SHRINKAGE OF WOOD MEMBERS AND CONSOLIDATION OF BEARING WALLS IS EXPECTED FROM TIME OF FRAMING UNTIL AFTER BUILDING IS PUT IN SERVICE. MECHANICAL, ELECTRICAL, AND
PLUMBING SYSTEMS SHALL BE CONSTRUCTED TO ACCOMODATE 1/4" OF TOTAL SETTLEMENT PER STORY. FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY SIMPSON
STRONG-TIE COMPANY, SAN LEANDRO, CA., OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS
REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. LAG
SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED
OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED
PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL
BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW.
LAG SCREWS SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. METAL-PLATE-CONNECTE
D WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER
THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PROJECT PER IBC SECTION 2303.4 TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS
INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS
AND TRUSS DESIGN DRAWINGS. ALL ROOF TRUSSES ARE TO BE PRE-ENGINEERED. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRAMING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS
BELOW. TRUSSES DESIGNATED ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. TRUSS ENGINEER SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED
ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PROJECT.
DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS REQUIRED IN IBC SECTION 2303.4.1. ALONG WITH THE FOLLOWING: *KEY PLAN SHOWING EACH TRUSS *INDIVIDUAL TRUSS DESIGNS *PERMANENT BRACING
REQUIREMENTS INCLUDING PLACEMENT AND CONNECTIONS DETAILS *TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNECTIONS/HARDWARE TO MEET THE REQUIREMENTS OF THE PLAN. TRUSS DESIGN CALCULATIONS
SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH
UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON
CALCULATIONS. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND/OR PROVIDED BY TRUSS MANUFACTURER.
PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES
ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. 4. 5. 6. VENEER ANCHORAGE
SYSTEMS X X 8. STRUCTURAL STEEL X X 9. MISCELLANEOUS STEEL X X GLU-LAMINATED MEMBERS X X METAL-PLATE-CONNECTED WOOD TRUSSES X X CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X SPECIAL
INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION
AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL
INSPECTION SECTION: SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY.
MISCELLANEOUS: PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING
DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE
CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED
COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR.
7. STRUCTURAL COMPOSITE LUMBER X X DEFERRED SUBMITTALS THE FOLLOWING ARE NOT INCLUDED WITH THE BUILDING PERMIT DRAWINGS AND SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE STRUCTURAL
ENGINEER FOR REVIEW AND APPROVAL AS A DEFERRED SUBMITTAL. SUBMITTALS SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF THE PROJECT AS NOTED. ENGINEER STAMP REQUIRED 1. <PE>
METAL-PLATE-CONNECTED WOOD TRUSSES BOLTED CONNECTIONS INSPECTION: CONNECTIONS MADE WITH BEARING TYPE BOLTS SHALL BE INSPECTED PER SECTION 9.1 AND CONNECTIONS MADE WITH SLIP-CRITICAL
TYPE BOLTS (A325SC OR A490SC) SHALL BE INSPECTED PER SECTION 9.3 OF RCSC SPECIFICATION. ADHESIVE ANCHOR RODS: FULLY THREADED ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. FINISH: STRUCTURAL
STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1.
WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP-CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH
THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES
WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED
SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. GENERAL REQUIREMENTS APPLICATION SPECIFIED MATERIAL PRESERVATIVE TREATMENT (1)
CONNECTORS & FASTENERS (2)(3) EXPOSURE DRY FOUNDATION SILL PLATES, TOP PLATES & LEDGERS ON CONCRETE OR MASONRY WALLS (4) 2x, 4x, 6x (FIR), OR GLULAM (SP) SBX GALV (G60) ACQ, CBA, CA
GALV (G185) WET FRAMING, DECKING, POSTS & LEDGERS 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) 2x, & 4x (CEDAR) NONE GALV (G90) BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV
(G185) 6x OR GLULAM (CEDAR) NONE GALV (G90) MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS.
SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG-FIR
OR HEM-FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES,
ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD-FORMED
STEEL CONNECTORS. BATCH/POST HOT-DIP GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS. HOTDIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY
GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE OR MASONRY WALLS MAY BE UN-TREATED
IF COMPLETELY SEPARATED FROM THE WALL BY A SELF ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW
ARE NOT PERMITTED. MEMBERS INDICATED IN STRUCTURAL DRAWINGS AS "PPT" SHALL BE PRESERVATIVE PRESSURE TREATED COMBINATION 24F-V5 SOUTHERN PINE (SP) (Fb=2400 PSI, Fv=300 PSI, E=1.7X10^6
PSI) AND SP COMBINATION 2 FOR COLUMNS. MIINIMUM DESIGN VALUES: 1. 2x SCL: Fb = 1700 PSI, Fv = 285 PSI, E = 1300 KSI 2. 1-3/4" SCL: Fb = 2600 PSI, Fv = 285 PSI, E = 1800 KSI 3. 3-1/2"
SCL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 4. 5-1/4" SCL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI 5. RIMBOARD:APA/EWS PERFORMANCE RATED RIM (PRR-401) STRUCTURAL COMPOSITE LUMBER
(SCL): SHALL BE MANUFACTURED BY REDBUILT LLC., OR PRE-APPROVED EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT EVALUATION REPORT. PENNYWEIGHT
DIAMETER (INCHES) LENGTH (INCHES) 8d 10d 16d 20d 0.131 0.148 0.148 0.192 2-1/2 3 3-1/2 4 ALL NAILS AND STAPLES SHALL CONFORM TO ASTM F1667 INCLUDING SUPPLEMENT 1. FOR DIAPHRAGM OR
SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS. CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON NAILS WITH THE FOLLOWING
PROPERTIES: FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) 8d COMMON WIRE 0.131 6 2-1/2 EQUIVALENT SPACING (INCHES) 4 3 8d "DIPPED GALV. BOX" 0.131 62-1/2 4 3 8d COOLER 0.113 4-1/22-1/2
3 2-1/2 14 GA. STAPLES 0.080 61-1/2* 4 3 16 GA. STAPLES 0.062 41-1/2* 3 10d COMMON WIRE 0.148 63 4 3 10d "HOT DIPPED GALV. BOX" 0.148 63 4 3 10d "SHINY BOX" 0.131 4-1/23 3 2-1/4 16d
COMMON WIRE 0.162 63-1/2 4 3 16d SINKER NAIL 0.148 53-1/4 3-1/4 2-1/2 * BASED ON 15/32" PLYWOOD OR OSB. WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY.
SHEATHING ON WALLS SHALL BE PLYWOOD. PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATAGORY 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING
TO PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. (48/24); ROOF FRAMING AT
24"O.C. (32/16); WALLS (32/16); ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1
OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION
OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL
BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229"
PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10
AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS
FOR CONNECTORS AND FASTENERS. FIRE-RETARDANT TREATED PLYWOOD: FIRE-RETARDANT TREATED PLYWOOD SHALL COMFORM WITH IBC 2303.2. GLUE-LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS
SHALL BE COMBINATION 24F-V4 DOUGLAS FIR (DF) FOR SIMPLE SPANS; AND 24F-V8 DF FOR CANTILEVERED AND/OR CONTINUOUS SPANS (Fb=2400 PSI, Fv=265 PSI, E=1.8X10^6 PSI); AND DF COMBINATION 2
FOR COLUMNS. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO VIEW. ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AN APPROVED GRADE STAMP.
CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS
ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1.
6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM-FIR" NO. 1
(Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH" NO. 2 (Fb= 900 PSI,
Fc= 1350 PSI). 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) 6. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL
FRAMING. "DOUG FIR-LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 7. UTILITY & STANDARD GRADES NOT PERMITTED. 1 design group HELIX DESIGN GROUP,
INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design
Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:31:47 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093
S-003 GENERAL NOTES YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1 OWNER REVISION 04.29.24 WOOD FRAMING SHEAR WALL NAILING X IBC 1705.11.1,
1705.12.2, 1705.5 DIAPHRAGM NAILING X NAILING, BOLTING, AND ANCHORAGE OF COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD-DOWNS THAT ARE PART OF THE SEISMIC RESISTING SYSTEM
X METAL-PLATE-CONNECTED WOOD TRUSSES A. SPANNING 60' OR GREATER B. WITH OVERALL HEIGHT OF 5' OR GREATER X X TEMPORARY AND PERMANENT BRACING PERMANENT BRACING IBC 1705.5.2 ANCHORED VENEER
INSPECTION PROGRAM SHALL VERIFY: 1. SIZE, TYPE OF VENEER ANCHORS 2. SIZE, GRADE OF JOINT REINF. 3. PROPORTIONS OF MORTAR 4. CONSTRUCTION OF MORTAR JOINTS 5. INSTALLATION OF TIES X X
X X X VERIFICATION AT BEGINNING OF CONSTRUCTION IBC 1705.12.5, 1705.4 TMS 402 / ACI 530 / ASCE 5 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON
A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL
OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS:
» PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » REVIEW OF TESTING AND INSPECTION REPORTS.
» REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING
OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED
IN THE STATEMENT OF SPECIAL INSPECTION. SPECIAL INSPECTION NOT REQUIRED FOR FASTENER SPACING > 4" O.C. IBC 1705.11.1, 1705.12.2, 1705.5SPECIAL INSPECTION NOT REQUIRED FOR FASTENER SPACING
> 4" O.C. IBC 1705.11.1, 1705.12.2 CONCRETE INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT X SPECIAL INSPECTIONS NOT REQUIRED FOR THE FOLLOWING CONDITIONS:
NON-STRUCTURAL SLAB ON GRADE CONCRETE FOUNDATION WALLS WITH F'c ≤ 2500 PSI ISOLATED SPREAD FOOTINGS FOR BUILDINGS THREE-STORIES AND LESS ABOVE GRADE PLANE CONTINUOUS FOOTINGS SUPPORTING
WALLS OF THREE-STORIES AND LESS ABOVE GRADE PLANE WHERE WALLS ARE LIGHT-FRAME CONSTRUCTION AND STRUCTURAL DESIGN IS BASED ON F'c ≤ 2500 PSI ACI 318: CH 20, 25.2, 25.3, 26.6-1 TO 26.6-3,
IBC 1908.4 ANCHORS CAST IN CONCRETE-PRIOR TO AND DURING PLACEMENT OF CONCRETE ACI 318: 17.8.2 AISC 360 SECTION N7 VERIFY USE OF REQUIRED DESIGN MIX X ACI 318, CH 19 PRIOR TO CONCRETE
PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X ASTM C172, C31 ACI 318: 26.4, 26.12 IBC 1908.10
MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318: 26.5.3 TO 26.5.5 IBC 1908.9 MATERIAL VERIFICATION OF REINFORCEMENT STEEL FOR ASTM A615 REINFORCING MANUFACTURER
SHALL PROVIDE MILL TEST REPORTS. CONTINUOUS INSPECTION FOR ALL WELDS GREATER THAN 5/16" FILLET. PERIODIC INSPECTION FOR FILLET WELD 5/16" AND SMALLER ACI 318: 26.6.4 AWS D1.4 IBC
1705.3.1 X X TESTING OF MATERIALS IBC 1705.3.2 X MECHANICAL AND ELECTRICAL SYSTEMS MINIMUM CLEARANCE TO SPRINKLER PIPING OF 3" X IBC 1705.12.6 ANCHORS POST-INSTALLED IN HARDENED CONCRETE
(MECHANICAL ANCHORS INSTALLED IN ANY DIRECTION AND ADHESIVE ANCHORS INSTALLED DOWNWARD) X ACI 318: 17.8.2 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS PERIODIC INSPECTION
TO INCLUDE A QUANTITY OF 10% WITH A MINIMUM OF (5) ANCHORS INSPECTED PER INSTALLER ON A DAILY BASIS. ANCHORS POST-INSTALLED IN HARDENED CONCRETE (ADHESIVE ANCHORS INSTALLED HORIZONTAL
OR UPWARDLY INCLINED) ACI 318: 17.8.2 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS X ABBREVIATION LIST HGR HANGERA.B. ANCHOR BOLT HDR HEADER A.F.F. ABOVE FINISH FLOOR HT
HEIGHTALT. ALTERNATE HORIZ. HORIZONTAL ARCH. ARCHITECTURAL HSS HOLLOW STRUCTURAL SECTION @ AT INT. INTERIOR BM BEAM JST JOIST BRG BEARING JT JOINT BTWN BETWEEN L ANGLE BLK'G BLOCKING
LLH LONG LEG HORIZONTAL BOT. BOTTOM LLV LONG LEG VERTICAL B.O.F. BOTTOM OF FOOTING L.L. LIVE LOAD BLD'G BUILDING LOC. LOCATION B.U. BUILT UP LSL LAMINATED STRAND LUMBER (C= ) CAMBER
LVL CANT. CANTILEVER MAX. MAXIMUM C.J. CONTROL/CONSTRUCTION JOINT M.B. MACHINE BOLT MFR MANUFACTURER CENTERLINE MECH. MECHANICAL CLR. CLEARANCE MTL METAL COL. COLUMN MEZZ. MEZZANINE
CONC. CONCRETE MIN. MINIMUM MISC. MISCELLANEOUS CMU CONCRETE MASONRY UNIT N.S. NEAR SIDE CONN. CONNECTION NTS NOT TO SCALE CONST. CONSTRUCTION O.C. ON CENTER CONT. CONTINUOUS OPN'G
OPENING CONTR. CONTRACTOR OPP. OPPOSITE COORD. COORDINATE PLATE CTR'D CENTERED P.A.F. POWDER ACTUATED FASTENER PERP. PERPENDICULARC.Y. CUBIC YARD P.P. PARTIAL PENETRATION D.L. DEAD
LOAD P.S.F. POUNDS PER SQUARE FOOTDIA. OR DIAMETER PSL PARALLAMDIAG. DIAGONAL P.P.T. PRESERVATIVE PRESSURE TREATED DIM. DIMENSION PW. PLYWOOD DBL. DOUBLE REINF. REINFORCEMENT D.F.
DOUGLAS FIR REQ'D REQUIRED DWG DRAWING SCHED. SCHEDULE DWL DOWEL SCL STRUCTURAL COMPOSITE LUMBEREA. EACH SIM. SIMILAREL. ELEVATION S.O.G. SLAB ON GRADEELEV. ELEVATOR SQ. SQUAREENGR
ENGINEER STD STANDARDEQ. EQUAL STL STEEL (E) EXISTING STIFF. STIFFENER E.F. EACH FACE STRUCT. STRUCTURAL E.W. EACH WAY T&B TOP & BOTTOM EXP. EXPANSION T&G TONGUE AND GROOVE EXT. EXTERIOR
THR'D THREADED FTG FOOTING T.O.F. TOP OF FOOTING FDN FOUNDATION T.O.S. TOP OF STEEL FLR FLOOR TRT'D TREATED F.O.M. FACE OF MASONRY TYP. TYPICAL F.O.S. FACE OF STUD U.N.O. UNLESS NOTED
OTHERWISEF.S. FAR SIDE U.T. ULTRASONIC TESTED FRM'G FRAMING VERT. VERTICAL GALV. GALVANIZED W.P. WORK POINT GA. GAGE/GAUGE WT WEIGHT GL. GLULAM W.W.R. WELDED WIRE REINFORCING GR. GRADE
W/ WITH GWB GYPSUM WALL BOARD F.F. FAR FACE N.F. NEAR FACE ADD'L ADDITIONAL CFS COLD-FORMED STEEL C.P. COMPLETE PENETRATION F.R.T. FIRE RETARDANT TREATED LAMINATED VENEER LUMBER P.T.
POST TENSION SHT'G SHEATHING BRB BUCKLING RESTRAINED BRACE DCW DEMAND CRITICAL WELD L.F.R.S. LATERAL FORCE-RESISTING SYSTEM STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS
PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X IBC 1705.6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT
AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STATEMENT OF SPECIAL INSPECTIONS: SPECIAL
INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. STEEL CONSTRUCTION MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,
NUTS AND WASHERS X AISC 360 CHAPTER N5 HIGH-STRENGTH BOLTING A. SNUG-TIGHT JOINTS X AISC 360 CHAPTER N5 MATERIAL VERIFICATION OF STRUCTURAL STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION
MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X X MANUFACTURER TO PROVIDE CERTIFIED MILL TEST REPORTS AISC 360 CHAPTER N5 AISC 341 CHAPTER J6 MATERIAL
VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE X X MANUFACTURER
TO PROVIDE CERTIFICATE OF COMPLIANCE AISC 360 CHAPTER N5 INSPECTION OF WELDING A. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS B. SINGLE-PASS FILLET WELDS ≤ 5/16" X AISC 360
CHAPTER N5 AISC 341 CHAPTER J6 AWS D1.1 SPECIAL INSPECTIONS IN THIS SECTION ARE WAIVED WHERE FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED IN ACCORDANCE
WITH IBC SECTION 1704.2.5 X design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3
2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or
by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:31:51 PM C:\_Revit Models\24134 Yelm Starbucks R2023
(Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-004 GENERAL NOTES YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE A 01 B 04 06 02
03 C 65'-0" 7'-0" 72'-0" 97'-5 1/2" 10'-4" 13'-2 1/2" 10'-5 1/2" 18'-6 1/2" 44'-11" 1 S-301 TYP. 32'-6" F5.0 F5.0 F5.0 HSS5x5x3/8 HSS5x5x3/8 HSS5x5x3/8 HSS5x5x3/8 HSS5x5x1/4 HSS5x5x1/4
6 S-301 6 S-301 6 S-301 4 S-402 2 S-301 3'-0" A1 3 S-301 TYP. 3'-0" 3 S-301 2 S-301 3'-0" A2 3'-10 3/4" A2 1'-6" 3'-0" 3'-0" 3'-0" 8 1'-6" TYP. 3'-0" A2 1 S-301 2'-0" 2 S-300 TYP. AT
OPENINGS 3 S-301 TYP. 5" CONC. SLAB ON GRADE W/ 6x6 W2.9XW2.9 W.W.R. SEE 1 S-300 TYP. [2/4][2/4] HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 7 S-301 HSS5x5x1/4
HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 6x6 6x6 CBS66 POST BASE HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 7 S-301 7 S-301 6x6 6x6 05 EQ. EQ. 1 S-301 2 S-300 SIM. TYP. AT OPN'GS B1B1 B1 7
S-301 7 S-301 1 S-301 TYP. B1 7 S-301 7 S-301 7 S-301 7 S-301 1 S-402 11 4x6 4x611 1 1 FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FINISH FLOOR = 0'-0"
UNLESS NOTED OTHERWISE. INDICATES CONCRETE WALL FOOTING 1'-6" UNLESS NOTED OTHERWISE. SEE S-300 FOR TYPICAL FOOTING DETAILS. TOP OF FOOTING = -1'-0" UNLESS NOTED OTHERWISE. FOR TYPICAL
CONCRETE SLAB-ON-GRADE DETAILS SEE S-300. "F_" HSS_ INDICATES WOOD STUD WALL. PROVIDE 2x6 STUDS AT 16" ON CENTER. WOOD STUDS SHOULD ALIGN WITH TRUSS LAYOUT AND BE SPACED @ 16" ON CENTER
MAXIMUM UNLESS NOTED OTHERWISE. PROVIDE 15/32" WOOD SHEATHING AT ALL EXTERIOR WALLS NAILED WITH 10d @ 6" ON CENTER AT ALL PANEL EDGES (PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES)
AND 10d @ 12" ON CENTER AT INTERMEDIATE FRAMING TYPICAL UNLESS NOTED OTHERWISE. SEE NOTE #8 FOR ADDITIONAL SHEAR WALL NAILING. INDICATES CONCRETE SPREAD FOOTING. SEE 5/S-301 FOR SCHEDULE.
INDICATES HOLLOW STRUCTURAL SECTION COLUMNS ORIGINATING AT FOUNDATION. 1. 3. 4. 5. 6. 10. INDICATES MASONRY VENEER. FOR ATTACHMENT OF VENEER TO BACKING SEE GENERAL NOTES. FOR VENEER
LINTEL ANGLES AT OPENINGS SEE 4/S-404. FOR TYPICAL PLACEMENT OF STEM WALL REINFORCEMENT, STEPS IN FOOTING AND FOUNDATION CONSTRUCTION JOINTS SEE DETAILS 6/S-300, 4/S-300, & 7/S-300.
11. FOR TYPICAL EXCAVATION LIMITATIONS IN THE PROXIMITY OF FOUNDATIONS SEE DETAIL 5/S-300. 12. FOR TYPICAL VERTICAL PIPE PENETRATIONS IN STEM WALLS SEE 5/S-401.13. NON-STRUCTURAL STUD
WALLS ARE NOT SHOWN OR SHOWN SCREENED. FOR LOCATION SEE ARCHITECTURAL DRAWINGS. FOR BRACING AT TOPS OF WALLS SEE S-403. 14. 2. INDICATES SPECIAL BUILT-UP WOOD STUD COLUMN REQUIREMENTS
UNDER HEADER. FOR TYPICAL FRAMING REQUIREMENTS AT OPENING IN STRUCTURAL WALLS SEE 1/S-400 FOR TYPICAL DETAIL. 7. [ ] INDICATES SPECIAL WOOD STUD WALL TYPE. SEE 3/S-400 FOR SCHEDULE.8.
X INDICATES HOLDOWN. SEE 2/S-402 FOR SCHEDULE.9. X X OR SEE S-400 AND S-401 FOR TYPICAL WOOD FRAMING DETAILS.15. SEE 8-S301 AND 9/S301 FOR TRASH ENCLOSURE DETAILS.16. design group
HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing
from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:31:54 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt
02.16.24 a23-093 S-100 FOUNDATION AND GRADE LEVEL PLAN YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE NORTH 1/8" = 1'-0"S-100 1 FOUNDATION AND
GRADE LEVEL PLAN 1 OWNER REVISION 04.29.24 A 01 B 04 06 02 03 C 9 S-404 6x12 6¾x31½ GL. 6¾x18 GL. 4'-0"4'-0" 6¾x12 GL. 6¾x18 GL. 3 S-404 3 S-404 3 S-404 8 S-404 7 S-404 5 S-404 5██████5█████████████
█5████████████████████████████5█████████████5█████████5█████5 65'-0" 7'-0" 72'-0" 97'-5 1/2" 10'-4" 13'-2 1/2" 10'-5 1/2" 63'-5 1/2" 5x19½ GL. LOW 4 S-404 LOW 5x19½ GL. LOW 1 S-404 8
S-403 TYP. TYP. 7 S-500 4 S-404 3 S-500 6 S-500 5/8" SHT'G PER PLAN NOTE 6 7 S-404 5x19½ GL. LOW C12x20.7 TYP. C12x20.7 C12x20.7 TYP. TYP. 6 S-404 1½" TYPE "B" MTL DECK 20 GA SEE
TYP. 1 S-500 5x19½ GL. 5x19½ GL. LOW 5x19½ GL. LOW 5x22½ GL. LOW LOW OPP. TYP. OPP. TYP. HSS4x4x1/4 TYP. 4'-0" PROVIDE DBL TRUSS AS REQ'D PRE-MFR'D TRUSSES @ 24" O.C. PRE-MFR'D
TRUSSES @ 24" O.C. 6 S-404 HC3A7-5 H=12 HINGE CONNECTOR HC3A7-5 H=18 HINGE CONNECTOR TYP. ___ S-500 2 TYP. C12x20.7 C12x20.7 TYP. C12x20.7 TYP. TYP. HSS4x4x1/4 TYP. C12x20.7 C12x20.7
C12x20.7 HSS4x4x3/16 ___ S-500 2 TYP. 10 S-404 10 S-404 2x6 @ 24" O.C. 1½" TYPE "B" MTL DECK 20 GA. SEE 1 S-500 5x10½ GL. LOW 9 S-500 ████████████9 9████████████9█████████9██████████████
██████████████9█████████9█████9OPP. 9 S-500 ████████████9 9████████████9█████████9██████████████ ██████████████9█████████9█████9 SIM. OPP. 11 S-404 3 S-500 5 S-500 ___ S-500 8 TYP.
AT TOP OF STL COL. HSS4x4x3/16 1½" TYPE "B" MTL DECK 20 GA. SEE 1 S-500 HSS2x2x3/16 9 S-500 ████████████9 9████████████9█████████9██████████████ ██████████████9█████████9█████9 C12x20.7
1½" TYPE "B" MTL DECK 20 GA. SEE 1 S-500 4 S-500 TYP. ___ S-500 8 ___ S-500 8 8 S-404HIGH 5x24 GL. LOW HSS5x5x1/4 12 S-404 PRE-ENGINEERED TRUSS BLK'G PANEL @ 24" O.C. PRE-ENGINEERED
TRUSS BLK'G PANEL @ 24" O.C. HDR TO HSS COL. CONN. LOW PER TYP. 1 S-404 05 5'-0" PER ARCH. 1 1 ROOF FRAMING NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. "(C=_")" INDICATES
CAMBER FOR GLULAM BEAMS. C=0" UNLESS NOTED OTHERWISE. 1. 7. 4. 5. PROVIDE 5/8" WOOD SHEATHING OVER ENTIRE ROOF STRUCTURE. NAIL SHEATHING WITH 10d @ 6" ON CENTER AT ALL SUPPORTED PANEL
EDGES AND 10d @ 10" ON CENTER AT INTERMEDIATE FRAMING. TYPICAL UNLESS NOTED OTHERWISE. PROVIDE SIMPSON PSCL3/4 AT ALL UNBLOCKED PANEL EDGES SEE 2/S-400. 2. INDICATES WALL EXTENDING
TO ROOF STRUCTURE. 6. 3. INDICATES TYPICAL HEADER IN WALL BELOW. SEE 1/S-400. INDICATES EXTENTION OF ROOF TRUSS STRUCTURE TO FORM PARAPET WALL. 8. INDICATES ROOF DRIFT LOAD CASE. TRUSS
MANUFACTURER TO DESIGN TO WORSE CASE FOR UNIFORM SNOW LOAD OR SN0W DRIFT LOAD. 42.2 PSF 10 FT COORDINATE WITH TRUSS SUPPLIER FOR ALL MECHANICAL LOADING. MECHANICAL UNITS SHOULD BE
PLACED BETWEEN TRUSSES, FRAMING PER TRUSS MANUFACTURER. 9. PARAPET WALL DESIGN PER TRUSS MANUFACTURER. 1 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO.
9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All
rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE
OF ARCHITECTS 4/29/2024 3:31:57 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-101 ROOF FRAMING PLAN YELM, WA CONSTRUCTION
DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE NORTH 1/8" = 1'-0"S-101 1 ROOF FRAMING PLAN 1 OWNER REVISION 04.29.24 1'-0" 2'-0"2'-0" 2" MIN. TYPICAL CONTROL JOINT
FOR SLAB-ON-GRADE 1/8" SAWCUT x 1/4 SLAB DEPTH - SAW WITHIN 4 TO 12 HOURS OF POURING SLAB - FILL W/ MASTIC NOTE: LOCATE JOINTS AT NON-BEARING WALLS WHERE POSSIBLE - SUBMIT PATTERN TO
ARCHITECT FOR APPROVAL. TOOLED JT R=1/8" CONT. 1x2 NOM. SHEAR KEY AT MID-DEPTH TYPICAL CONSTRUCTION JOINT FOR SLAB-ON-GRADE SLAB THICKNESS PER PLAN 1/3 SLAB THICKNESS TYPICAL SLAB AT
EXTERIOR OPENING TYP. CONT. FDN WALL & FTG (REINF. NOT SHOWN) TOP HORIZ. REINF. SAME AS TYP. FTG WALL TOP REINF. - LAP W/ TYP. FTG WALL TOP HORIZ. 1'-6" MIN. EA. SIDE #4x3'-0" @ 12"
O.C. AT OPN'G (1) #4 - EXTEND 2'-0" PAST EA. EDGE OF OPN'G (HOOK REINF. THAT CANNOT BE EXTENDED) BLOCKOUT FDN WALL AT OPN'G - FOR THICKNESS OF SLAB SEE ARCH. 30# BLD'G PAPER BTWN WALL
& SLAB 1/3 SLAB THICKNESS FDN WALL AT CORNERS AT OPENINGS LESS THAN 2'-0" AT ENDS OF WALL TYP. 2'-0" AT OPENINGS MORE THAN 2'-0" NOTES: 1. AROUND OPENINGS 6" DIAMETER OR LESS - NO ADDITIONAL
REINFORCEMENT REQUIRED. 2. REINFORCEMENT SHOWN IS #4 AT SLAB MID-DEPTH. HOOK REINFORCEMENT THAT CANNOT BE EXTENDED. TYPICAL SLAB-ON-GRADE DISCONTINUITY REINFORCEMENT FDN WALL OPN'G
1 1/2" TYP. EQ. EQ. MIN. 2'-0" MIN. 2'-0" 45° 1 1/2" TYP. MIN. TYP. 2'-0" MIN. 2'-0" MIN. 2'-0" 1 1/2" TYP. REINF. SAME SIZE & SPACING AS LONGITUDINAL FTG REINF. (LAP 2'-0" MIN. W/
LONGITUDINAL FTG REINF.) LONGITUDINAL FTG REINF. MIN. DIM. SAME AS FTG THICKNESS TYPICAL STEPPED FOOTING 2 MIN. 1 5" 2'-0" MAX. EQ. EQ. 4'-0" MIN. NOTES: 1. FOUNDATIONS SHALL NOT BE
LOADED PRIOR TO COMPLETING STRUCTURAL BACKFILL UNDER AND NEAR FOOTINGS. 2. CONCRETE BACKFILL SHALL BE USED UNDER FOOTINGS WHERE 95% COMPACTION CANNOT BE ACCOMPLISHED. 3. ALL STRUCTURAL
BACKFILL NOTED SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM. 4. A PIPE SLEEVE SHALL BE PROVIDED FOR SHALLOW PIPES CAST IN CONCRETE. 5. PIPES SHALL NOT BE PLACED IN THE FOOTING
WITHOUT SPECIFIC APPROVAL FROM THE ENGINEER. 6. FOR VARIATIONS CONTACT ENGINEER. PIPE PARALLEL TO WALL FTG EXCAVATION PERMITTED BELOW PRIOR TO LOADING 1½ 1 CONC. BACKFILL BELOW FTG
STRUCT. BACKFILL WITHIN 2X THE TRENCH DEPTH EA. SIDE OF FTG TYPICAL FOR PARALLEL PIPES ADJACENT TO FOOTINGS WIDTH OF FTG MIN. TYPICAL FOR PERPENDICULAR PIPES UNDER FOOTINGS LAP SPLICE
PER GENERAL NOTES PLACE CORNER REINF. ALTERNATING AS SHOWN NOTES: 1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL IF NORMAL STEM WALL REINFORCEMENT IS NOT IN PROPER LOCATION. 2. CORNER
REINFORCEMENT IS SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT. 3. STANDARD HOOK MAY BE SUBSTITUTED FOR CORNER REINFORCEMENT. TYPICAL REINFORCEMENT PLACEMENT PLAN FOR CONCRETE STEM
WALLS 1" CLR. 3" MAX. 1" MIN. (2) VERT. AT EDGE 1/2" WIDTH OF WATERSTOP MIN. 2 12" MIN. EITHER SIDE 1½" DEEPx1/3 WALL WIDTH KEY WAY LAP SPLICES PER GENERAL NOTES 6" PVC CONT. WATERSTOP
IF EXT. WALL OR BASEMENT (W/ WELDED JT) ROUGH INTERFACE W/ 1/4" UNIFORM AMPLITUDE LAP SPLICES PER GENERAL NOTES SEE ARCH. FOR REVEALS NORMAL REINF. CONT. THROUGH JT PER APPLICABLE DETAILS
TYPICAL AT VERTICAL WALL JOINTS TYPICAL AT CONCRETE GRADE BEAMS AND FOOTINGS NOTE: OBTAIN APPROVAL OF ENGINEER FOR LOCATION OF ANY CONSTRUCTION JOINT. TYPICAL FOR CAST IN PLACE CONCRETE
WALLS, GRADE BEAMS, AND FOOTINGS 9 3/8" 9 3/8" design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J
K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced
in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:01 PM C:\_Revit Models\24134
Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-300 FOUNDATION DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL
WHITE NO SCALES-300 1 SECTION NO SCALES-300 2 SECTION NO SCALES-300 3 PLAN DETAILS NO SCALES-300 4 DETAIL NO SCALES-300 5 SECTION NO SCALES-300 6 SECTION NO SCALES-300 7 CONSTRUCTION
JOINTS GRID GRID GRID MARK DIMENSIONS "W" "T" REINFORCEMENT EACH WAY F5.0 5'-0" 12" (5) #5 NOTES: 1. CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE. 2. FOOTINGS SHALL
BEAR ON UNDISTURBED OR COMPACTED MATERIAL PER GENERAL NOTES. DESIGN BEARING PRESSURE IS 1500 POUNDS PER SQUARE FOOT. TYPICAL CONCRETE SPREAD FOOTING SECTION REINF. (EVENLY SPACED)
"T" "W" (E.W.) 3" CLR. 6" MAX. TYP. 2" CLR. TEXT 2" CLR. TOP WHERE INDICATED F3.0 3'-0" 12" (4) #5 F4.0 4'-0" 11" (5) #4 3" MIN. ALL SIDES STL COL. OPTIONAL BLOCKOUT FOR COL. PLACEMENT
(ALIGN CORNERS TO C.J.) C.J. - TYP. 1" NON-SHRINK GROUT FTG PER CONC. FILL PAINT ALL STL BELOW SLAB W/ ASPHALTIC EMULSION 30# BLD'G PAPER MIN. ALL AROUND COL. 2" 2" 22"" BRG 5/8" W/
(4) 5/8" ANCHOR RODS 1/2" OVERSIZED HOLE W/ WASHER 2'-0" MIN. 3/16 TYPICAL STEEL COLUMN AT SPREAD FOOTING #5 EA. SIDE 7" MIN. WASHER W/ NUT T&B 5 S-301 "W" "T" 11 1/2" P.P.T. BOT.
W/ 5/8" A.B. @ 4'-0" O.C. EMBED 7" - U.N.O. PER SHT'G EDGE NAILING 3 S-400 FTG PER ARCH. PER #4 CONT. E.F. @ 12" O.C. FOR STEM WALL GREATER THAN 12" TALL PROVIDE (2) 5/8" A.B. MIN.
AT OUTSIDE WALL #5 @ 12" O.C. W/ STD ACI HOOK AT BOT. MATCH TOP OF FDN W/ ADJACENT FDN 7" BACKFILL VENEER UNDER GRADE W/ GROUT WASHER, CUT WASHER AND NUT PER 4 S-403 4 S-301 FINISH
GRADE STEM WALL BEYOND 6" 3" TYP. 3" CLR. BRG 1" W/ (4) 5/8" A.B. - EMBED 6" INTO FTG STL COL. 3/8"x3"x0'-3" WASHER W/ NUTS TOP & BOT. TYP. (2) #4 W/ STD HOOK EA. SIDE OF ANCHOR ROD
- SPACED 3" O.C. 1½" CLR. 1" NON-SHRINK GROUT STUDS ATTACHED TO STL COL. PER NOTE: FOR BEARING PLATE AND ANCHOR BOLT LAYOUT SEE STEEL COLUMN AT END OF SHEAR WALL 1 S-402 4 S-402
WIDTH "W" "T" REINFORCEMENT "A" CONT. REINFORCEMENT "B" 1'-6" 10" (2) #5 --3'-0" 14" (4) #5 #4 @ 18" O.C. NOTES: 1. FOOTINGS SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL PER GENERAL
NOTES. 2. EXTEND FOOTINGS 6" MINIMUM PAST ENDS OF WALL UNLESS OTHERWISE NOTED. 3. WHERE FOOTINGS CHANGE WIDTHS LAP REINFORCEMENT "A". LAP SPLICE PER GENERAL NOTES. "W" (SEE FDN PLAN)
"T" CONC. FTG REINF. "B" REINF. "A" TYPICAL CONTINUOUS FOOTING 2" CLR. 3" CLR. "W" "T" 1'-6" MIN. 6" WASHER, CUT WASHER & NUT PER P.P.T. BOT. W/ 5/8" A.B. @ 4'-0" O.C. EMBED 7" -
U.N.O. PER 15# BLD'G PAPER OR VAPOR BARRIER (2) #4 CONT. AT TOP #4 DWL @ 18" O.C. W/ STD HOOK #4 CONT. @ 12" O.C. FOR STEM WALL GREATER THAN 12" TALL STUD WALL SHT'G EDGE NAILING FINISH
GRADE TYPICAL FOUNDATION AT EXTERIOR STUD WALL FTG PER . DETAIL SIM. AT STORE FRONT 4 S-403 3 S-400 4 S-301 "W" 1'-6" MIN. MIN. 6" WASHER, CUT WASHER & NUT PER P.P.T. BOT. W/
5/8" A.B. @ 4'-0" O.C. EMBED 7" - U.N.O. PER 15# BLD'G PAPER OR VAPOR BARRIER (2) #4 CONT. AT TOP #4 DWL @ 18" O.C. W/ STD HOOK #4 CONT. @ 12" O.C. FOR STEM WALL GREATER THAN 12" TALL
STUD WALL SHT'G BRICK VENEER PER ARCH. EDGE NAILING FINISH GRADE TYPICAL FOUNDATION AT EXTERIOR STUD WALL WITH MASONRY VENEER 1'-3" BACK FILL W/ GROUT BELOW GRADE 4 S-403 3 S-400 FTG
PER 4 S-301 2" 4" 3" 1/4" 2" TYP. 2" TYP. 5/8" BEARING PLATE W/ (4) 3/4" DIA. ADHESIVE ANCHORS - EMBED 7" SECTION A-A SCREEN WALL FTG NOTE: PAINT ALL STEEL BELOW SLAB W/ ASPHALTIC EMULSION
4"3" A A 1/4" CAP PLATE L3x3x5/16x0'-3" 3/4" DIA. ADHESIVE ANCHOR - EMBED 5" STEEL POST ADDITIONAL #5 VERT. IN (2) CMU CELLS NEAREST STEEL POST CMU SCREEN WALL OUTLINE OF CONC. SLAB
1" NON-SHRINK GROUT 3/16 (3) SIDES 1/4" GAP PER ARCH. - 7'-0" MAX. PER ARCH. - 7'-0" MAX. 1'-0" 4'-0" 8" CMU CAP CONTINUOUS (2) #5 AT TOP, AND AT 24" O.C. #5 @ 32" O.C. 8" CMU GROUT
SOLID 32" MIN. OVERLAP OF BARS (2) #4 BARS CONTINUOUS 6" CONC. SLAB ON GRADE W/ #4 REBAR @ 12" O.C. EA. WAY 4" CRUSHED GRAVEL BASE DOWEL TO MATCH VERT. REINF. W/ STANDARD HOOK AT BOTTOM
(4) #5 EVENLY SPACED #5 BAR @ 12" O.C. 3" CLR 3" CLR. design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E
F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be
reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:04 PM C:\_Revit Models\24134
Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-301 FOUNDATION DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL
WHITE NO SCALES-301 5 SECTION NO SCALES-301 6 SECTION NO SCALES-301 3 SECTION NO SCALES-301 7 SECTION 1" = 1'-0"S-301 4 SECTION 1" = 1'-0"S-301 1 SECTION 1" = 1'-0"S-301 2 SECTION 1"
= 1'-0"S-301 8 SECTION 3/4" = 1'-0"S-301 9 SECTION DBL. TOP W/ LAP PER 3/S-401 (6) 16d TYP. (4) 16d TYP. 6x10 AT 2x6 WALLS HDR TO BE TIGHT TO TOP UNLESS OTHERWISE SHOWN DROPPED FRM'G
AS REQ'D FOR HEAD EL. PROVIDE DBL. SILL & HEAD AT EXT. WALL OPN'GS GREATER THAN 7'-0" U.N.O. BY ARCH. [X/Y] "Y" INDICATES NUMBER OF BRG STUDS REQ'D UNDER END OF HDR PROVIDE (1) MIN.
"X" INDICATES NUMBER OF FULL HEIGHT STUDS ADJACENT TO END OF HDR PROVIDE (1) MIN. TYPICAL STUD WALL CONSTRUCTION AT HEADER A35 TYP. OR A34 AT 2x4 WALLS DIAPHRAGM NAILING SCHEDULE DIAPHRAGM
TYPE LOCATION NAILS SPACING DIAPHRAGM BOUNDARY 6" O.C. FIELD NAILS 10" O.C. 3" O.C. SUPPORTED PANEL EDGES ROOF DIAPHRAGM 5/8" SHEATHING UNBLOCKED UNLESS NOTED OTHERWISE NOTES: 1. PROVIDE
(2) ROWS OF SPECIFIED DIAPHRAGM BOUNDARY NAILING OVER INTERIOR SHEAR WALLS AND THE FULL LENGTH OF "COLLECTORS" WHERE INDICATED. 2. AT BLOCKED DIAPHRAGMS PROVIDE 2x4 FLATWISE BLOCKING
WITH "Z2" CLIPS AT EACH END AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 STRUCTURAL COMPOSITE LUMBER FLATWISE BLOCKING IN LIEU OF SOLID SAWN WHERE NAILING SIZE OR SPACING EXCEEDS 10d AT
4" ON CENTER. SUPPORTED PANEL EDGES FIELD NAILS WALL OR HDR BELOW STRUCT. PANEL - TYP. DIAPHRAGM BOUNDARY ALL FASTNERS SHALL BE DRIVEN FLUSH W/ SURFACE OF STRUCT. PANEL UNSUPPORTED
PANEL EDGE CONT. PANEL EDGES HDR OPN'G PER PLAN ORIENT LONG EDGE PANEL PERP. TO FRM'G MEMBERS U.N.O. ROOF RAFTERS OR FLR JSTS - TYP. DIAPHRAGM BOUNDARY FASCIA FIELD NAILS ALIGN STRUCT.
PANEL W/ FIRST MEMBER AT OVERHANG FRM'G CLIP OR HGR - SEE APPLICABLE DETAILS OUTRIGGERS ROOF EAVE OR CANTILEVERED EDGE BM OR WALL BELOW SUPPORTED PANEL EDGES TYPICAL DIAPHRAGM NAILING
"COLLECTOR" OR SHEAR WALL WHERE INDICATED 10d 10d 10d STUD WALL CONSTRUCTION SCHEDULE TABLE 1 - SHEAR WALL REQUIREMENTS MARK WALL SHEATHING SHEATHING NAILS NOTE 2 EDGE NAILING ON CENTER
EDGE FRAMING NOTE 5 BOTTOM PLATE NOTE 6 MARK STUD SIZE AND SPACING NUMBER STUDS REQUIRED AT MEMBER BEARING TABLE 2 - STUD REQUIREMENTS NOTES: 1. INDICATES SPECIAL STRUCTURAL WALL
MARK. ALL WALLS SHOWN ON STRUCTURAL DRAWINGS ARE 2x6 AT 16" ON CENTER UNLESS DESIGNATED SPECIAL. STUD LAYOUT SHALL MATCH FRAMING MEMBER LAYOUT ABOVE WHERE APPLICABLE. ALL EXTERIOR
WALLS SHALL HAVE 15/32" WOOD SHEATHING AND BE NAILED WITH 10d AT 6" ON CENTER AT EDGES AND 12" ON CENTER IN FIELD UNLESS DESIGNATED SPECIAL. 2. ALL EXTERIOR WALLS AND ALL DESIGNATED
SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHING EDGES. EDGE NAILING APPLIES TO ALL TOP AND BOTTOM PLATES, VERTICAL JOINTS, HORIZONTAL BLOCKED JOINTS, WALL CORNERS, AND HOLDOWN ANCHORED
STUDS. 3. [X,Y] INDICATES BUILT-UP STUD COLUMNS AT HEADERS IN WALLS - SEE 1/S-400 FOR BEAM PARALLEL TO WALL. 4. PROVIDE 3x OR DOUBLE 2x MEMBERS FACE NAILED PER 4/S-400 AT ALL ABUTTING
PANEL EDGES WHERE INDICATED. 5. WHERE SOLID SAWN STUD LENGTH CANNOT BE OBTAINED, STRUCTURAL COMPOSITE LUMBER STUDS MAY BE SUBSTITUTED. SOLID SAWN FRAMING MAY NOT BE SUBSTITUTED FOR
SPECIFIED STRUCTURAL COMPOSITE LUMBER FRAMING. 15/32" SIDES WITH SHEATHING (1) 10d 6" 2x FIELD NAILING ON CENTER 12" 16d @ 8" O.C. BOTTOM PLATE NAILING 2x 5/8" ANCHOR BOLT SPACING (EMBED
7" MINIMUM) 48" RIM/BLOCKING CONNECTOR TO TOP PLATE BELOW A35 @ 24" O.C.A 2x6 @ 16" O.C.1 (1) xx SECOND CHARACTER INDICATES SPECIAL STUD SPACING PER TABLE 2 FIRST CHARACTER INDICATES
SPECIAL SHEAR WALL REQUIREMENTS PER TABLE 1 2x6 @ 16" O.C.2 (2) 15/32" (1) 10d 3" 3x 12" SDS @ 6" O.C. 3x 16" A35 @ 8" O.C.B 3/8" 3/8" FIELD NAILING EDGE NAILING BLK'G EDGE NAILING
DBL. TOP 'S SHT'G SHT'G 3x MIN. 2x MIN. STAGGERED NAILING NOTE: FOR SPECIFIC WALL TYPE NAILING - SEE EDGE NAILING DETAIL NOTES: 1. PANEL EDGE NAILING AND PLATE NAILING SHALL BE STAGGERED
IN ALL CASES. 2. SHEATHING JOINT SHALL OCCUR AT COMMON MEMBER UNLESS IT OCCURS AT A SPECIFIED DOUBLE MEMBER. 3. EDGE NAILING APPLIES TO AREAS INDICATED AND AT HOLDOWN ANCHORED STUDS.
TYPICAL SHEAR WALL NAILING text (2) 2x MIN. 10d FACE NAILING AT PANEL EDGE NAILING SPACING U.N.O. JT IN SHT'G 3 S-400 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE
DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN
INSTITUTE OF ARCHITECTS 4/29/2024 3:32:08 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-400 FRAMING DETAILS YELM, WA CONSTRUCTION
DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE NO SCALES-400 1 SECTION 1" = 1'-0"S-400 2 SCHEDULE NO SCALES-400 3 SCHEDULE NO SCALES-400 4 SCHEDULE DO NOT NAIL IN
PENETRATION AREA EQ. "D" PLAN STRAP PER EQ. EQ. OF HOLE & PIPE/CONDUIT TEXT DBL. TOP CTR STRAP ON DBL. TOP DOUBLE TOP PLATE REINFORCEMENT "1/3H" "1/3H" "1/3H" "H" SEE NOTE 2 BOT. OF
WALL 1" MIN. EDGE DISTANCE 2x HOLE DIA. OR 6" MIN. 2" MAX. "W"/6 MAX. 2x THE LARGER HOLE DIA. MIN. "W" "D" MAX. = 40% "W" OR LESS PER MIN. EDGE DISTANCE 1" MIN. EDGE DISTANCE AFTER
BORING NOTES: 1. BORING, CUTTING, AND NOTCHING WALL FRAMING OTHER THAN INDICATED HERE REQUIRES PRIOR APPROVAL FROM ENGINEER OF RECORD. 2. BORING, CUTTING, AND NOTCHING WITHIN THE MIDDLE
1/3 OF THE STUD HEIGHT IS NOT ALLOWED WITHOUT PRIOR APPROVAL FROM ENGINEER OF RECORD. 3. NOTCHING AS INDICATED IS PERMITTED ON ONE FACE OF THE WALL ALONE. 4. MAXIMUM BORED HOLE DIAMETER
IN STUD "D" MAXIMUM. LIMITED TO 25%. "W" AT BUILT-UP STUDS, AND HOLDOWN ANCHORED STUDS. ALLOWABLE LOAD BEARING/SHEAR WALL STUD BORING, CUTTING, AND NOTCHING TOP OF WALL ALLOWABLE DBL.
TOP PENETRATIONS PER HOLE 2 S-401 2 S-401 DO NOT NAIL IN PENETRATION AREA EQ. "D" PLAN STRAP PER TABLE EQ. EQ. OF HOLE & PIPE/CONDUIT TEXT DBL. TOP CTR STRAP ON DBL. TOP TYPICAL REINFORCING
AT WALL DOUBLE TOP PLATE PENETRATIONS HOLE DIAMETER "D" INCHES 0" < "D" < 1" 1" < "D" < 2¼" NO STRAP REQ'D (2) ST2215 W/ (8) 16d EA. END STRAP 0" < "D" < 2½" 2½" < "D" < 3" NO STRAP
REQ'D (2) ST2215 W/ (8) 16d EA. END 0" < "D" < 2½" 2½" < "D" < 4" NO STRAP REQ'D (2) ST6224 W/ (12) 16d EA. END PLATE SIZE 2x4 2x6 2x8 HOLE PER TABLE 5'-4" LAP. MIN. (2) ROWS 16d @
6" O.C. (20) 16d MIN. DBL. TOP JT IN TOP 2x JT IN BOT. 2x 16d @ 16" O.C. FACE NAILED "L" "L" "L" "L"=6" MIN. & 12" MAX. "L" "L" "L" EQ. PROVIDE (1) A.B. EA. SIDE WHERE BOT. IS BORED,
CUT OR NOTCHED MORE THAN 1/3 THE WIDTH TYPICAL BOTTOM PLATE ANCHORAGE A MIN. OF (2) A.B. SHALL BE PROVIDED IN EA. BOT. SECTION A.B. W/ 7" MIN. EMBED TYP. - SEE STUD WALL CONST. SCHED.
FOR SIZES & SPACINGS BOT. JT NOTES: 1. BOTTOM SILL PLATE SHALL BE PRESERVATIVE PRESSURE TREATED - SEE GENERAL NOTES FOR GALVANIZED REQUIREMENTS FOR CONNECTORS AND FASTENERS. 2. HOLES
IN BOTTOM PLATE SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. 3. HOLES, CUTS, AND NOTCHES IN 3x OR 4x PRESERVATIVE PRESSURE PLATES SHALL BE TREATED
WITH A 9% SOLUTION OF COPPER NAPHTHENATE. 4. OVERSIZE WASHERS MAY BE USED IN LIEU OF BPS. 5. STAGGER ANCHOR BOLTS AT DOUBLE SHEATHED SHEAR WALLS. 1/2" MAX. TO SHT'G BPS BRG S W/ SLOTTED
HOLE UNDER STD CUT WASHER & NUT BPS BRG W/ SLOTTED HOLE UNDER STD CUT WASHER & NUT STD CUT WASHER BPS 1/2" MAX. P.P.T. BOT. STEM & PIPE PROVIDE A.B. ADJACENT TO HOLE OR NOTCH IN
PER REINF. EA. SIDE OF PIPE ELECTRICAL CONDUIT P.P.T. BOT. CONT. REINF. 1 1/2" MAX. BLOCK OUT PIPE CONDUIT TYPICAL VERTICAL PENETRATIONS IN STEM WALL 4 S-401 TYPICAL ANCHOR BOLT HOLDOWN
AT CORNER EDGE NAILING - TYP. NON-STRUCT. NAILER - TYP. A.B. HOLDOWN ALTERNATE HOLDOWN LOCATION AT CORNER EDGE NAILING A.B. HOLDOWN CROSS WALL SHEAR WALL ON FTG/ STEM WALL EXT. OR CORRIDOR
WALL ON FTG/STEM WALL STRAP HOLDOWN LOC. CROSS WALL SHEAR WALL ON FTG/ STEM WALL NON-STRUCT. NAILER - TYP. TYPICAL CROSS WALL HOLDOWN LOCATIONS A35 @ 24" O.C. LTP4 @ 24" O.C. EDGE NAILING
EDGE NAILING design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN
GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without
permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:11 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural
.com.rvt 02.16.24 a23-093 S-401 FRAMING DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE NO SCALES-401 1 DETAIL NO SCALES-401 2 DETAIL
1" = 1'-0"S-401 3 SECTION NO SCALES-401 4 DETAIL NO SCALES-401 5 DETAIL NO SCALES-401 6 PLAN DETAIL CENTERED IN WALL EDGE NAILING P.A.F. @ 6" O.C. - STAGGERED FULL HT STUD - TYP. END
OF WALL FULL HT STUD - TYP. P.A.F. @ 6" O.C. - STAGGERED SHT'G - TYP. EDGE NAILING CORNER OF WALL FULL HT STUD - TYP. EDGE NAILING P.A.F. @ 6" O.C. - STAGGERED TYPICAL STEEL COLUMN
IN SHEAR WALL STL COL. STL COL. STL COL. P.A.F. @ 6" O.C. - STAGGERED 16d @ 6" O.C - STAGGERED 16d @ 6" O.C - STAGGERED EDGE NAILING HOLDOWN SCHEDULE FOUNDATION ANCHOR ROD TYPE 1 MARK
HOLDOWN2 ANCHOR ROD 3 DIAMETER REINFORCEMENT4 REQUIRED STUDS REFERENCED DETAILS 8 HDU8 7/8" (3) 2x NOTES: 1. ALL HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. ALL-THREAD
ROD ASTM A36 WITH 3"x3"x3/8" PLATE WITH DOUBLE NUTS AT FOUNDATION. 3. EMBEDMENT MAY REQUIRE STEPPING DOWN FOOTING PER 4/S-301 TO ACHIEVE REQUIRED EMBEDMENT. (2) #4 3/S-402 11 HDU11
6x(2) #4 3/S-402 1" TEXT FDN REQ'D STUDS - (2) 2x MIN. NORMAL WALL ANCHORAGE LOCATE PER 3/8"x3"x0'-3" WASHER W/ NUTS T&B ANCHOR ROD HOLDOWN P.P.T. BOT. ANCHOR ROD EMBEDMENT = 24" TYPICAL
FOUNDATION ANCHOR ROD HOLDOWN 3" CLR. 1 1/2" 3" #4 W/ STD HOOK EA. END EA. SIDE OF ANCHOR ROD TOTAL QUANTITY PER SCHED. 3" CLR. 1" NON-SHRINK GROUT STL COL. TOP OF FDN WALL BRG 3/4"
W/ (4) 5/8" A.B. - EMBED 7" MIN. FDN WALL - SEE APPLICABLE DETAILS COL. BEARING PLATE AT CORNERTYPICAL BEARING PLATE 2" TYP. 2" TYP. 2½" 1/4" TYP. 2½" 2" TYP. 2" TYP. 1/4" TYPICAL
STEEL COLUMN BASE AT CONTINUOUS FOUNDATION WALL 1/2" OVERSIZED HOLE W/ WASHER 3/16 1/4" 3/16 1/4" 1" design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10
8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS
4/29/2024 3:32:15 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-402 FRAMING DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT:
a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1" = 1'-0"S-402 1 DETAIL 1" = 1'-0"S-402 2 SCHEDULE 1" = 1'-0"S-402 3 DETAIL 1" = 1'-0"S-402 4 SECTION 2 2 2 1 1 2 "L" "L" "L" HSS COL.
3'-0" MIN. TO QUALIFY AS LATERAL SUPPORT "L" PLAN CEILING 2x CONT. FULL LENGTH OF WALL FOR SIZE - SEE SCHED. 16d @ 32" O.C. STAGGERED & (2) 16d AT END OF WALL TOP OF WALL BRACE "L"
2x CONTINUOUS MEMBER < 8' NONE REQUIRED 8' - 10' 2x6 10' - 13' 2x8 13' - 16' 2x10 16' - 20' 2x12 NOTES: 1. THIS PLAN IS AN EXAMPLE ONLY IT DOES NOT REPRESENT A SPECIFIC WALL. 2. "L"
INDICATES UNBRACED LENGTH OF WALLS. 3. AT CONTRACTOR'S OPTION IN LIEU OF EXTRA TOP PLATE. INDICATES HORIZONTAL BRACE EXTENDING TO ADJACENT CORNER - SEE 2/S-403.1 INDICATES BRACE UP
TO ROOF STRUCTURE - SEE 3/S-403 AND 5/S-4032 TYPICAL LATERAL SUPPORT FOR INTERIOR NON-BEARING WALLS NOT EXTENDNG TO STRUCTURE 8 S-403 NOTES: 1. MAXIMUM SPACING OF BRACES = 10'-0". 2.
BRACES NOT REQUIRED WITHIN 8'-0" OF OTHER LATERAL WALL SUPPORT, CORNERS, AND INTERSECTIONS. CEILING (2) 2x4 FOR BRACE LENGTH UP TO 14'-0" - (2) 2x6 FOR BRACE LENGTH 14'-0" TO 20'-0"
(2) 16d EA. SIDE 16d @ 16" O.C. TYPICAL TOP OF WALL BRACE (HORIZONTAL) NOTES: 1. MAXIMUM SPACING OF BRACES = 10'-0". 2. BRACES NOT REQUIRED WITHIN 8'-0" OF OTHER LATERAL WALL SUPPORT,
CORNERS AND INTERSECTIONS. CEILING (2) 2x4 FOR BRACE LENGTH UP TO 14'-0" - (2) 2x6 FOR BRACE LENGTH 14'-0" TO 20'-0" 16d @ 16" O.C. TYPICAL TOP OF WALL BRACE UP TO STRUCTURE 1 2 MIN.
12" MAX. A35 H3 1 1/2" CLR. 2x4 FLAT @ 8'-0" O.C. "Z" CLIP 0" TYP. FILL GAP W/ ROCK WOOL INSULATION U.N.O. BY ARCH. 2x6x16" EA. SIDE W/ (2) 16d PRE-MFR TRUSS TYPICAL CONNECTION AT TOP
OF NON-BEARING WALL EXTENDING TO ROOF STRUCTURE PARALLEL TO JOIST 3/4" CLR. 3/4" CLR. PRE-MFR TRUSS DTC CLIP EA. SIDE EA. TRUSS TYPICAL CONNECTION AT TOP OF NON-BEARING WALL EXTENDING
TO ROOF STRUCTURE PERPENDICULAR TO JOISTS EDGE NAILING SHT'G SHEAR TRANSFER TRUSS LOAD = 200 PLF FOR LENGTH OF TRUSS (2) 5/8" M.B. EDGE NAILING SHEAR WALL PER PLAN 16d @ 16" O.C. SEE
FOR TOP CONN. A35 EA. SIDE/EA. END 2x6 BLK'G @ 8'-0" O.C. MAX. A34 @ 24" O.C. 2 MIN. 1 5 S-403 2 MIN. 1 8d @ 3" O.C. STAGGERED DBL 2x4 BRACE - SEE A35 EA. SIDE/EA. END (2) 5/8"
M.B. 2x6 BLK'G @ 8'-0" O.C. MAX. PRE-MFR TRUSS BRACE CONNECTION 4 S-403 TYPICAL WALL BRACE AT HOLLOW STRUCTURAL STEEL COLUMN 1" 1" L3x5x1/4x0'-3" (LLH) W/ 1/2"x4" LAG BOLT - PROVIDE
1/2" M.B. OR WELD TO COL. CEILING STL COL. design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9
10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced
in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:18 PM C:\_Revit Models\24134
Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-403 FRAMING DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL
WHITE NO SCALES-403 1 DETAIL NO SCALES-403 2 SECTION NO SCALES-403 3 SECTION NO SCALES-403 6 SECTION NO SCALES-403 7 SECTION NO SCALES-403 4 SECTION NO SCALES-403 5 SECTION NO SCALES-403
8 SECTION GLULAM BEAM WIDTH BEARING PLATE KERF PLATE WELD "a" MINIMUM M.B. SIZE 3, 4x, 5 OR 6x 5/8" 3/8" 3/16" 3/4" NOTES: 1. AT TOP OF COLUMN PROVIDE 3/16" END PLATE W/ PERIMETER WELD
UNLESS OTHERWISE NOTED. 2. RECESS BOLT HEADS AND NUTS AS REQUIRED FOR FINISHES. 3. DAP GLULAM BEAM FOR FLUSH BEARING PLATE AT EXPOSED CONDITION. "a" "a" 3/16 3/16 KERF & BRG 5" 1 1/2"
4" 3 1/2" BM WIDTH BM DEPTH BRG KERF 3/8"x5" AT COL. COL. U.N.O. ON PLAN MIN. LAP 1/4" BRG STL COL. "a" "b" 3/16 COL. TO LOC. & NUMBER OF M.B.'S PER SPECIFIC DETAIL 1 1/2" 1 3/4"
1/4" 3 1/2" SIDE TYPICAL GLULAM BEAM BEARING CONNECTION ASSEMBLY "t2" "t1" GLULAM BEAM WIDTH BEARING PLATE "t1" WELD "a" WELD "b" SIDE PLATE "t2" MINIMUM M.B. SIZE 5 5/8" 3/16" 3/16"
3/4" ---BM WIDTH + 1/8" 3 1/2" 3 1/2" 3/16" 3/16" 3/4" ---6¾ 3/4" 1/4" 1/4" 3/4" 1/8" TYPICAL GLULAM BEAM TO COLUMN CONNECTION WITH BEAM DEPTHS EQUAL WOOD BM COL. 6" U.N.O. 6" 6" WOOD
BMCONN. PER STL COL. 2 S-404 12 PER ARCH. SHT'G BEVEL 3x6 APPLIED BY GL. MFRJST BRG SHALL RESIST 300# UPLIFT (ALLOWABLE) EA. JST (CD=1.6) 2 1/2" PRE-MFR TRUSS TYPICAL TRUSS BEARING
AT CENTER SUPPORT 3" 1 1/2" 1 1/2" 3/4" SHT'G VENEER PER ARCH. PANEL EDGE NAILING GALV. BENT 1/2" W/ (3) 1/4"x4½" SDS SCREWS @ 16" O.C. 2x SILL W/ 16d NAIL @ 16" O.C. 2x STUD WALL
TYPICAL SINGLE GLULAM BEAM TO COLUMN CONNECTION COL. WOOD BM CONN. PER STL COL. 1/2" MIN. 1" 2 S-404 EDGE NAILING DBL TOP 2x STUD EDGE NAILING SHT'G HEADER WHERE OCCURS PRE-FABRICATED
WOOD TRUSSES SHT'G CONNECTION PER TRUSS MFR VARIES H2.5A 2x12 BLK'G TYPICAL TRUSS BEARING AT EDGE SUPPORT EDGE NAILING DBL TOP 2x STUD PRE-FABRICATED WOOD TRUSSES CONN. TO DBL TRUSS
PER TRUSS MFR SHT'G CONNECTION PER TRUSS MFR VARIES PRE-FABRICATED WOOD TRUSSES EDGE NAILING SHT'G HEADER WHERE OCCURS 2x12 BLK'G PER ARCH. 12 SHT'G EDGE NAILING BLK'G PER TRUSS MFR
W/ 1/4" DIA x 5" SDS SCREWS @ 6" O.C. JST LUS26 HGR EA. END BM DBL TOP PER PRE-MFR TRUSS 3 S-401 DBL TOP PER EDGE NAILING SHT'G H2.5A @ EA. JST HDR WHERE OCCURS EDGE NAILING SHT'G
(3) 16d NAILS @ EA. STUD 2x LEDGER 3 S-401 SHT'G H2.5A @ EA. JST HDR EDGE NAILING SHT'G 2x JST W/ LUS26 HGR END 2x LEDGER W/ (3) 16d NAILS @ EA. STUD DBL TOP PER EDGE NAILING 3 S-401
COL. WOOD BM CONN. PER STL COL. 12" U.N.O. 2 S-404 design group HELIX DESIGN GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C
D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may
be reproduced in any form or by any means without permission in writing from Helix Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:22 PM C:\_Revit
Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24 a23-093 S-404 FRAMING DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE
PLAZA RETAIL WHITE NO SCALES-404 1 SECTION NO SCALES-404 2 DETAIL NO SCALES-404 3 SECTION NO SCALES-404 5 SECTION 1" = 1'-0"S-404 4 SECTION NO SCALES-404 8 SECTION 1" = 1'-0"S-404 6
SECTION 1" = 1'-0"S-404 7 SECTION 1" = 1'-0"S-404 9 SECTION 1" = 1'-0"S-404 10 SECTION 1" = 1'-0"S-404 11 SECTION NO SCALES-404 12 SECTION 1 1/2" 3" 3" 4" FINISH PER ARCH. MTL DECK
PER PLAN COL. HSS PER PLAN W/ CAP 1/8" WELD TO SHEAR W/ 5/16" FILLET EA. SIDE TYP. GRIND SMOOTH 1/2"x7" 1/2"x6" W/ (4) 3/4" LAG SCREWS INTO 6x6 POST MAX. 1/2" GAP CHANNEL AT SIM.
STL BM - TYP. GRIND SMOOTH MTL DECK PER PLAN CHANNEL PER PLAN 3"x3"x5/16" BENT AT PERIMETER OF CANOPY TYP. 1/4 2-12 1/4 2-12 TYP. HSS PER PLAN MTL DECK PER PLAN 2x STUD WALL FINISH
PER ARCH. 6" KERF 1/2"x7" THROUGH COL. HSS BM FINISH PER ARCH. HSS PER PLAN 5/16 8" 5/16 8" TYP. 1/2" GAP MAX. 5/16 5/16 8" KERF 1/2"x7" THROUGH COL. STL BM FINISH PER ARCH. HSS PER
PLAN 5/16 GRIND SMOOTH 8" 5/16 5/16 MAX. 1/2" GAP I = (in. /ft.) TYPE "B" DECK PROPERTIES 20 GAGE 4 3 +S/-S = (in. /ft) .216 .235/.248 1½" SHEARED SIDE LAP CONN. @ 24" O.C. MIN. INCREASE
SIDE LAP CONN. TO 6" O.C. WHERE INDICATED ON PLAN (5) 1/2" EFFECTIVE PUDDLE WELDS AT EA. SUPPORT MIN. NOTES: 1. (2) SPAN MINIMUM, (3) PREFERRED. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS
- PROVIDE PUDDLE WELDS AT 24" ON CENTER MAXIMUM. 3. "SHEARED SIDE LAP" CONNECTION REFERS TO "PUNCHLOK" BY VERCO DECKING, INC. OR "DELTAGRIP" BY ASC STEEL DECK, OR PREAPPROVED EQUAL.
4. SECTION PROPERTIES ARE BASED ON Fy = 50 KSI. TYPICAL ROOF METAL DECK 36" 6" 111 111///222""" 1" 1 1/2" 1 1/2" 1" 1" 5/16 5/16 TYP. (5/16) (5/16) TYP. (8) 1/4"x3½" SDS SCREWS EA.
SIDE DBL. TOP 3/8" STL COL. A A SECTION A-A KERF 1/2"x7" THROUGH COL. STL BM BRICK VENEER PER ARCH. HSS PER PLAN 5/16 GRIND SMOOTH 8" 5/16 5/16 MAX. 1/2" GAP design group HELIX DESIGN
GROUP, INC DATE JOB NO. REVISION DATE DRAWING NO. 9 10 8 7 6 5 4 3 2 1 A B C D E F G H J K A B C D E F G H J K 9 10 8 7 6 5 4 3 2 1 HELIX DESIGN GROUP, INC.:
All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix
Design Group. PLOTTED: FILE PATH: AMERICAN INSTITUTE OF ARCHITECTS 4/29/2024 3:32:26 PM C:\_Revit Models\24134 Yelm Starbucks R2023 (Central)_santilla@pcs-structural.com.rvt 02.16.24
a23-093 S-500 CANOPY DETAILS YELM, WA CONSTRUCTION DOCUMENTS PROJECT: a23-093 -EAGLE PLAZA EAGLE PLAZA RETAIL WHITE 1" = 1'-0"S-500 9 SECTION 1" = 1'-0"S-500 2 SECTION 1" = 1'-0"S-500
3 SECTION 1" = 1'-0"S-500 4 SECTION 1" = 1'-0"S-500 5 SECTION 1" = 1'-0"S-500 6 SECTION 1" = 1'-0"S-500 1 DETAIL 1" = 1'-0"S-500 8 DETAIL 1" = 1'-0"S-500 7 SECTION HVAC GENERAL NOTES
ENERGY CODE REQUIREMENTS SHEET INDEX HVAC LEGEND EAGLE PLAZA RETAIL YELM, WA 12202 Pacific Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701 Proj# 2403 VEACH PERMIT M-001 MECHANICAL
LEGEND & NOTES ROOFTOP HEAT PUMP INSTALLATION DETAIL 1 EXHAUST FAN SCHEDULE HEAT PUMP SCHEDULE EXHAUST FAN DETAIL 2 ELECTRIC WALL HEATER SCHEDULE EAGLE PLAZA RETAIL YELM, WA 12202 Pacific
Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701 Proj# 2403 VEACH PERMIT M-002 SCHEDULES HVAC - FLOOR PLAN HVAC - ROOF PLAN COFFEE SHOP 2,300 SF TENANT 4,000 SF EAGLE PLAZA RETAIL
YELM, WA 12202 Pacific Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701 Proj# 2403 VEACH PERMIT M-101 FIRST FLOOR HVAC PLANS DRAWING NOTES:KEYED NOTES: KEYED NOTES: SHEET INDEX PLUMBING
LEGENDPLUMBING GENERAL NOTES ENERGY CODE REQUIREMENTS ESTIMATED WASTE/WATER SIZING (MAXIMUM) EAGLE PLAZA RETAIL YELM, WA 12202 Pacific Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701
Proj# 2403 VEACH PERMIT P-001 PLUMBING NOTES AND LEGEND COLD WATER HEADER DETAIL 2 GREASE INTERCEPTOR CONNECTION DETAIL 1 GREASE INTERCEPTOR SCHEDULE MISCELLANEOUS EQUIPMENT SCHEDULE
PLUMBING FIXTURE SCHEDULE TRAP PRIMER DETAIL 3 EAGLE PLAZA RETAIL YELM, WA 12202 Pacific Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701 Proj# 2403 VEACH PERMIT P-002 PLUMBING SCHEDULES
& DETAILS PLUMBING PLANUNDER SLAB PLUMBING PLAN EAGLE PLAZA RETAIL YELM, WA 12202 Pacific Ave. S Suite B Tacoma, WA 98444 Ph: 253-274-5701 Proj# 2403 VEACH PERMIT P-101 UNDER SLAB
PLUMBING PLAN DRAWING NOTES:KEYED NOTES:
Eagle Plaza_Structural Calcs_043024.pdf
STRUCTURAL CALCULATIONS FOR EAGLE PLAZA RETAIL 937 YELM AVE. W. YELM, WA 98597 PREPARED BY PCS STRUCTURAL SOLUTIONS APRIL 30, 2024 24-134 DESIGN CRITERIA ASCE
Hazards Report Address: No Address at This Location Standard: ASCE/SEI 7-16 Latitude: 46.94849 Risk Category: II Longitude: -122.619039 Soil Class: D - Default (see Section 11.4.3)
Elevation: 350.37529932552627 ft (NAVD 88) Wind Results: Wind Speed 97 Vmph 10-year MRI 67 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16,
Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Jan 09 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based
on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in
50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/
Tue Jan 09 2024 SS : 1.294 S1 : 0.468 Fa : 1.2 Fv : N/A SMS : 1.553 SM1 : N/A SDS : 1.035 SD1 : N/A TL : 16 PGA : 0.514 PGA M : 0.617 FPGA : 1.2 Ie : 1 Cv : 1.359 Seismic Site Soil
Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.
Tue Jan 09 2024 Page 2 of 3https://ascehazardtool.org/ Tue Jan 09 2024 Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 2/9/2024 DESIGN CRITERIA CHECKLIST
CODE: LOCATION: RISK CATEGORY: (Per ASCE 7-16 Table 1.5-1 & IBC Table 1604.5) VERTICAL DESIGN CRITERIA DEAD LIVE PARTITION 20 PSF 25 PSF WIND DESIGN CRITERIA BASIC WIND SPEED (V) =
100 MPH (Per ASCE 7-16 Sec. 26.5.1, Fig. 26.5-1A; 1B; 1C & 1D, or as required by Bld'g Dept.) EXPOSURE CATEGORY: C (Per ACSE 7-16 Section 26.7.3) DIRECTIONALITY FACTOR (Kd): 0.85 (Per
ASCE 7-16 Table 26.6-1) GUST EFFECT FACTOR (G): 0.85 (Per ASCE 7-16 Section 26.11) TOPOGRAPHIC FEATURE: (See ASCE 7-16 Figure 26.8-1) HILL HEIGHT (H): 100 FT (See ASCE 7-16 Figure
26.8-1) UPWIND DISTANCE TO HALF HILL (Lh): 100 FT (See ASCE 7-16 Figure 26.8-1) 100 FT (See ASCE 7-16 Figure 26.8-1) MEAN ROOF HEIGHT: (See ASCE 7-16 Section 26.2 - Definitions)
0 FT (See ASCE 7-16 Section 26.9) ENCLOSURE CLASSIFICATION: (See ASCE 7-16 Secion 26.2 & Table 26.13-1) ROOF TYPE: (See ASCE 7-16 Figure 27.3-1) ROOF SLOPE (__:12): 1.00:12 (Enter
vertical rise in 12 horizontal units) θ (degrees): 4.76 SEISMIC DESIGN CRITERIA SITE CLASS: (Per IBC Section 1613.2.2, Assumed as "D" or per Geotech.) IMPORTANCE FACTOR (IE): 1 (Per
ASCE 7-16 Table 1.5-2) STRUCTURAL SYSTEM (R): 6.5 (Per ASCE 7-16 Table 12.2-1) OVERSTRENGTH FACTOR (Ωo): 2.5 (Per ASCE 7-16 Table 12.2-1) INFORMATION BELOW FROM APPLIED TECHNOLOGY COUNCIL
(ATC) "HAZARDS BY LOCATION" LATITUDE: 46.948 SS = 1.294 Fa = 1.200 LONGITUDE: -122.619 S1 = 0.468 Fv = 1.504 DEFLECTION CRITERIA FLOOR (LIVE): L/ ROOF (LIVE): L/ FLOOR (TOTAL): L/ ROOF
(TOTAL): L/ WALLS: L/ SPECIAL: L/ SOIL DESIGN CRITERIA REPORT: NO BEARING: 1500 PSF ACTIVE: 35 PCF MINIMUM FOOTING DIMENSIONS: PASSIVE: 250 PCF CONTINUOUS: COEFFICIENT OF FRICTION:
0.35 SPREAD: FROST DEPTH: PILE TYPE: NONE VERTICAL CAPACITY : N/A LATERAL CAPACITY: N/A UPLIFT CAPACITY: N/A SIZE: N/A Starbucks - Yelm IBC 2018, ASCE 7-16 ROOF: YELM, WA CONCENTRATED
1'-6" ELEVATION: DISTANCE FROM CREST TO SITE (x): 1'-4" 1'-6" Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Overall (Input)) Project: Job Number:
24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 MATERIALS CONCRETE Footings/Piles: Columns: Slabs/Walls: Beams: - REINFORCING Steel Grade = 60 fy = 60 KSI STRUCTURAL
STEEL W-Flange Beams fy = 50 KSI Shapes & Plates fy = 36 KSI Pipes fy = 35 KSI HSS Rect. fy = 50 KSI HSS Round fy = 46 KSI MASONRY ASTM C90 f'm = 1900 PSI GLULAM BEAMS Grade = E = Fb
(BOTTOM) = Fb (TOP) = Fv = SCL PRODUCTS E = Fb = Fv = Fc = FRAMING LUMBER Joists & Studs E = Fb = Fv = Fc = Beams & Headers E = Fb = Fv = Posts & Timbers E = Fc = ASTM A500, Grade C
ASTM A992 SOLID GROUTED ASTM A36 ASTM A53, Grade B ASTM A500, Grade C Simple Spans Cantilevers Starbucks - Yelm 1850 PSI 1.80E+06 PSI 2400 PSI 2400 PSI 24F-V4 24F-V8 1.80E+06 PSI 2400
PSI 285 PSI 2.00E+06 PSI 2900 PSI 240 PSI 240 PSI 2x SCL 3½, 5¼ SCL 1¾" SCL 1.30E+06 PSI 1700 PSI 285 PSI 1.80E+06 PSI 2600 PSI 285 PSI 4x HF #1 1.60E+06 PSI 1.50E+06 PSI 180 PSI 1.50E+06
PSI 975 PSI 150 PSI 1350 PSI 1350 PSI 1000 PSI 6x DF #1 1.60E+06 PSI 1350 PSI 170 PSI 900 PSI 3000 PSI 4000 PSI 4000 PSI 4000 PSI 6x DF #1 1.60E+06 PSI 975 PSI 180 PSI 150 PSI 4x DF
#2 - 1400 PSI 2400 PSI 2600 PSI 1.60E+06 PSI 900 PSI 2x DF #2 2x HF #1 Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Materials) Project: Job
Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 100 MPH MEAN ROOF HEIGHT: 25 FT RISK CATEGORY: II GROUND
ELEVATION FACTOR (Ke): 1.00 EXPOSURE CATEGORY: C ENCLOSURE CLASSIFICATION: Enclosed DIRECTIONALITY FACTOR (Kd): 0.85 ROOF TYPE: Monoslope GUST EFFECT FACTOR (G): 0.85 ROOF SLOPE (__:12):
1.0:12 θ (degrees): 4.76 Wind Direction: h/L: ≤0.25 0.50 ≥1.0 Height Above Ground Level, z Kzt Windward wall L/B: 15 1.00 12.6 0-1 20 1.00 13.3 2 25 1.00 13.9 ≥4 30 1.00 14.5 40 1.00
15.4 NOTES: 50 1.00 16.1 1) 60 1.00 16.7 70 1.00 17.3 80 1.00 17.9 90 1.00 18.3 100 1.00 18.6 2) 120 1.00 19.4 Kht = 1.00 140 1.00 20.1 qh = 20.5 PSF 160 1.00 20.6 180 1.00 21.2 200
1.00 21.6 250 1.00 22.6 300 1.00 23.5 350 1.00 24.3 400 1.00 25.0 450 1.00 25.6 500 1.00 26.2 3.7 qi has conservatively been taken equal to qh PART 1: ENCLOSED AND PARTIALLY ENCLOSED
BUILDINGS OF ALL HEIGHTS Internal Pressures (±qi*(GCpi)) ≤0.5 0 to h -3.1 -15.6 All walls -12.2 Sidewall ≥1.0 ˃h/2 Leeward wall N/A h/L: Horizontal Distance from Windward Edge External
Pressures (q*(GCp)): ˃2h 3.7 h to 2h -5.2 Internal Pressures (±qi*(GCpi)) All Roofs N/A Windward (Negative) Leeward N/A Windward (Positive) All Roofs N/A N/A N/A N/A N/A Positive Pressure
Negative Pressure -8.7 ROOF PRESSURES (Figure 27.3-1) External Pressures (qh*(GCp)): Internal Pressures (±qi*(GCpi)) Normal to Ridge for θ ≥ 10° N/A 3.7 Leeward & Sidewall External
Pressures (qh*(GCp)): -8.7 Minimum Design Wind Loads (Per ASCE 7-16 27.1.5): The wind load used for design of the MWFRS shall not be less than 16 PSF multiplied by the wall area of
the building, and 8 PSF multiplied by the roof area of the building projected on a vertical plane normal to the assumed wind direction. Wall and roof loads shall be applied simultaneously.
-5.2 -3.5 Windward External Pressures (qz*(GCp)): HORIZONTAL WALL PRESSURES (Figure 27.3-1) 0 to h/2 -3.1 -22.6 Normal to Ridge for θ < 10° and Parallel to Ridge for All θ ASCE 7-16
CHAPTER 27: WIND LOADS ON BUILDINGS: MWFRS (DIRECTIONAL PROCEDURE) -12.2 Starbucks - Yelm Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Wind
MWFRS) Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 100 MPH MEAN ROOF HEIGHT: 25 FT RISK
CATEGORY: II GROUND ELEVATION FACTOR (Ke): 1.00 EXPOSURE CATEGORY: C ENCLOSURE CLASSIFICATION:Enclosed DIRECTIONALITY FACTOR (Kd): 0.85 ROOF TYPE: Monoslope GUST EFFECT FACTOR (G):
0.85 ROOF SLOPE (__:12): 1.0:12 θ (degrees): 4.76 1 2 2' 3 3' N/A 10 SF -26.2 -30.3 -36.4 -40.5 -56.9 N/A 20 SF -26.2 -29.9 -36.0 -36.4 -50.7 N/A 50 SF -26.2 -28.6 -35.4 -32.3 -42.5
N/A 100 SF -26.2 -28.2 -34.4 -28.2 -36.4 N/A 4 5 4 5 1 2 2' 3 3' N/A 10 SF 24.1 24.1 -26.2 -32.3 -43.0 -47.0 -53.2 -57.3 -73.6 N/A 20 SF 23.0 23.0 -25.1 -30.1 -41.9 -45.5 -51.7 -52.1
-66.4 N/A 50 SF 21.6 21.6 -23.7 -27.3 -40.4 -42.9 -49.6 -46.6 -56.8 N/A 100 SF 20.5 20.5 -22.6 -25.1 -39.3 -41.4 -47.5 -41.4 -49.6 N/A 500 SF 18.0 18.0 -20.0 -20.0 -36.8 -38.9 -45.0
-38.9 -47.0 N/A NOTES: 1) 2) Kht = 1.00 qh = 20.5 PSF qi has conservatively been taken equal to qh POSITIVE PRESSURES NEGATIVE PRESSURES NEGATIVE PRESSURES 16.0 PART 1: LOW-RISE BUILDINGS
(h≤60 ft) ROOF SURFACES ROOF OVERHANG ZONES ASCE 7-16 30.2.2: Minimum Design Wind Loads: The design wind pressure for C&C of buildings shall not be less than a net pressure of 16 PSF
acting in either direction normal to the surface. ZONE POSITIVE PRESSURES NEGATIVE PRESSURES WALL SURFACES & ROOF OVERHANGS Effective Wind Area WALL ZONES 16.0 ALL ZONES 16.0 16.0 ASCE
7-16 CHAPTER 30: WIND LOADS: COMPONENTS AND CLADDING Effective Wind Area Starbucks - Yelm Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Wind
C&C) Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - WIND Starbucks - Yelm FIGURE 27.3-8: Main Wind Force Resisting System,
Part 1 (All Heights): Design Wind Load Cases per ASCE 7-16 Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Wind MWFRS Figure ) Project: Job Number:
24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - WIND Starbucks - Yelm FIGURE 27.3-1 Main Wind Force Resisting System, Part 1 (All Heights): External
Pressure Coefficients, Cp, for Enclosed and Partially Enclosed Buildings - Walls and Roofs per ASCE 7-16 Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Wind
Ext. Pressure Coefficients) Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - WIND Starbucks - Yelm FIGURE 30.3-1: Components
and Cladding [h ≤ 60 ft]: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Walls Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+202
3-04-13(Wind C&C - Walls) Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24 DESIGN CRITERIA - SEISMIC ASCE 7-16 SECTION 12.8 - EQUIVALENT LATERAL
FORCE PROCEDURE RISK CATEGORY: II LATITUDE: 46.948 SITE CLASS: D LONGITUDE: -122.619 IMPORTANCE FACTOR (IE): 1 SS = 1.294 STRUCTURAL SYSTEM (R): 6.5 S1 = 0.468 OVERSTRENGTH FACTOR (Ωo):
2.5 Fa = 1.200 Fv = 1.504 ASCE 7-16 SECTION 11.4 SEISMIC GROUND MOTION VALUES Section 11.4.4 - Coefficients and Risk-Targeted Maximum Considered Earthquake (MCER) Spectral Response
Acceleration Parameters SMS = Fa*SS = 1.553 SM1 = Fv*S1 = 0.704 Section 11.4.5 - Design Spectral Response Acceleration Parameters SDS = 2/3*SMS = 1.035 SD1 = 2/3*SM1 = 0.469 ASCE 7-16
SECTION 11.6 - SEISMIC DESIGN CATEGORY - SECTION 12.8.2 - PERIOD DETERMINATION I & II III IV < 0.167g A A A < 0.33g B B C < 0.50g C C D >= 0.50g D D D D I & II III IV < 0.067g A A A
PERIOD DETERMINATION: < 0.133g B B C Ct = 0.02 < 0.20g C C D hn = 23 FT >= 0.20g D D D x = 0.75 D Ta = Ct*hnx = 0.210 ASCE 7-16 SECTION 12.8.1.1 - SEISMIC RESPONSE COEFFICIENT GENERAL
EQUATION: CS = SDS/(R/I) = 0.159 <--CONTROLS EQ. 12.8-2 MAXIMUM: CS = 1.5*SD1/(T*(R/I)) = 0.516 EQ. 12.8-3 MINIMUM: CS = 0.044*SDS*I > 0.01 = 0.046 EQ. 12.8-5 For structures located
where S1 > 0.6g CS = 0.5*S1/(R/I) = 0.000 EQ. 12.8-6 ASCE 7-16 SECTION 12.8.1 - SEISMIC BASE SHEAR V = CS*W = 0.159*W Each building and structure shall be assigned to the most severe
Seismic Design Category in accordance with Table 11.6-1 or Table 11.6-2, irrespective of the fundamental period of vibration of the structure. RISK CATEGORY: RISK CATEGORY: W = the
total dead load and applicable portion of other loads as indicated in Section 12.7.2 Starbucks - Yelm ASCE 7-16 TABLE 11.6-2 SEISMIC DESIGN CATEGORY BASED ON SD1 ASCE 7-16 TABLE 11.6-1
SEISMIC DESIGN CATEGORY BASED ON SDS Design Criteria - IBC2018 - Revised 04/12/21 PCS+Design+Criteria+-+IBC+2018+2023-04-13(Earthquake) Project: Job No: Subject: Sheet Name:
Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite
701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job No: Subject: Sheet
Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue,
Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job Number: 24-134 Sheet:
of Name: KES Originating Office: Tacoma Date: 02/09/24 IBC2018/ASCE7-16 CRITERIA GROUND SNOW LOAD (Pg) = 25 PSF EXPOSURE FACTOR (Ce) = 0.9 THERMAL FACTOR (Ct) = 1.0 IMPORTANCE FACTOR
(Is) = 1.0 ROOF SLOPE FACTOR (Cs) = 1.0 ROOF SNOW LOAD (Ps) = 15.75 PSF SNOW DENSITY (γ) = 17.25 PCF BALANCED SNOW LOAD (hb) = 0.913 FT NOTE: SEE FOLLOWING PAGE FOR UNBALANCED SNOW
LOAD CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6 Lu = 0 FT 0 FT 0 FT Lb = 65 FT 65 FT 95 FT hr = 5.0 FT 6.5 FT 5.0 FT hc = 4.09 FT 5.59 FT 4.09 FT Leeward (hd) = 1.34 FT 1.34 FT 1.34
FT Windward (hd) = 2.03 FT 2.03 FT 2.45 FT Maximum? 2.03 FT 2.03 FT 2.45 FT hc < hd? NO NO NO Maximum (h d)= 2.03 FT 2.03 FT 2.45 FT Drift W = 8.12 FT 8.12 FT 9.79 FT W > Lb? NO NO
NO Pd(MAX) = 35.0 PSF 35.0 PSF 42.2 PSF IF W > Lb, Pd(TRUNCATED) = N/A N/A N/A Check Sliding? NO NO NO PSLIDING (on 1st 15ft) = N/A N/A N/A Per ASCE 7-16 Figure 7.4-1 Ps = 0.7(Ce)(Ct)(Cs)(I)(Pg)
γ = ((0.13)(Pg) + 14) <= 30 PCF hb = (Ps)/(γ) Starbucks- Yelm SNOW DRIFT Per ASCE 7-16 Figure 7.2.1 & Table 7.2 Per ASCE 7-16 Table 7.3-1 Per ASCE 7-16 Table 7.3-2 Per ASCE 7-16 Table
1.5-2 Lu W hc hd hb Pf Pf Pd CRITERIA BALANCED SNOW LOAD hr DRIFTING & SLIDING SNOW LOAD (in addition to balanced snow load) Lb LATERAL Project: Job No: Subject: Sheet Name:
Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite
701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Starbucks-yelm 24-134 Lateral 1 . 15 . 24
Roof weight 97. S' 63k - -Woo = 10ps + (94. S . )(65) = 61 . 4k wall weights Brick veneer wood plank stucco windows A C T T 17 .75' Roof-16 . S' 16 . S' G / f / & S & 231 S4' + 31 191
grid ( -> Worse case for NS Brick : Sopst (23)(23' - 8 % = 17 . 31 wood : lopst (19)(23-8) = 31 3 33k KStucco : 20ps6 (54)(20. - 8 = /3 + 3. 13K Roof Sig ~ G & 65 ' / ! + 32 + 31 34k3Sk
Brick : Sopse (6s) (18 : 8) = 32 . 5k) - 33k wood : 10psf (7) (18:-8) =. 74 S S T21 wood : 10ps+ (72) (181-8) = 7. 2k Project: Job No: Subject: Sheet Name: Originating Office:
Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA
98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Starbucks-yelm 24-134 Lateral 1 . 15 . 24 3 . 27 . 24 Base
Shear V = CsW Cs : Sos/RIIa Sos = 1 . 035 Cs = p = 0 . 1 R = 6 . 5 Wood shearwalls Ie = 1 . 0 * max or min does not control Base Shear : NS) V = Cs WCE-wall , w-wall , roof) 35 63KVH
= 0 . 159 (33k + 7 . 24 + 61. 4k) - 0 .7 VE = 0 .7 (6K) : K 11 . 7 K 16 .7 kEW) V = CsWCN-wall , s-wall , roof) 63 VEw = 0. 159(2x33k + 64k) 0 .TVE = 0 . 7(20k) = 141 20 .S ↓ ENs :
1117 1 . SK > / - 7k 341 + 31 & + Etw : 14k - 60. 5. -141/94 . S' > / [ 74 =. 148 If ↑ S. SK ↑ 5 . SK Project: Job No: Subject: Sheet Name: Originating Office: Seattle
Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797
101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X & Starbucks-yelm 24-134 Lateral #15 . 24 3 . 27 . 24 Wind 97, S ↓ ↓↓ ↓ > S NS : L/B
: 945/65 : I 1 . S EW : L/B = 65/45 = 6. 1> - . 67 91 . 5 between > > 9 4 . S' Wind pressure : L 8 .7 + 5. 2 psf + 31 > NS) 9zGCp : 14psf + Tpsf = zlpsf -/ EW) 97GCp : 14psf + 3 . Spsf
: Spsf 22 .7 8 .7S as ASCE 27 . 3 . 4 parapet pressure Pp = ap(G(pn) = 20. 5 psf(1 .5) = 31 pSf3 S2 psf G(pn = + 1. 5 windward parapet = 20. 5 pss (1 . 0) = 21 psf GCpn = -1 . 0 Leeward
parapet 31psf 21 psf 31 psf 21 psf > - > > > > > > > - - - & > > > 14psf - > 3.Spsf - TpSf14 psf Wind Base shear 52 psf SipSf > - / > > 6 . 5 > 6. 5 - / - / & 16 . 5 > 16 . 5 11 . S
pof - / / - 21pst> 22 . 7 22 . 7 97 . S S1 . 2kX . 6 = 31k EW) V = - [7 . Spsf (16 . 5/2) + S2ps+ (6 . 51] + 94 . S = 45 . 61x0 . 6 : 27k NS) v = (2lpsf (16 ./) + Sipsf(6 .S)] x 65
= 33 . 2 KX0 . 6 : 20K Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite
810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746
www.pcs-structural.com KES X Starbucks-yelm 24-134 Lateral #15 . 24 3 . 27 . 24 Base shear summary QoW = 20k ↓ + ↓ J ↓ 0. 6 W 0 . 7 E 13. SK > NS 0 .6(33k) = 20k 6.7(6K) : 11 . S K
> 16 . S - > 94 . S 0 .6(4Sk) : 27kEn - - 6 .T (201) = 14k 0.6W = 27k > SLK 31k Wind controls both directions I T.SK I Diaphragm 2% increase > 10K 68' 10K ↓ QoW = 20k 31k-27k/27K) =
13. 8% 7C sheathing 97 . S , 10 18k/S' = 11 kIf < 400plf 94 . S IS . SK 15SK/6S' = 21 klf <400ple - 24 -0 .6W = 27k > T -al W &"0.c Capacit : 800p31k 68' ↓ ↑ T C chords : 94 . S :N
: Ci 11 , 138 = 3 . 34 GS Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue,
Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746
www.pcs-structural.com KES X Starbucks-yelm 24-134 Lateral 15 . 24 3 . 272410d83"0.. 4 4 3 .Si snear wall length required - 13. SK & 10d & 6 "0 . C . V =, 476 KIf 34' 10 d & 3"0 . C
. (2) sides V = 1 . 862 KIf EW) Sk = 28ft 16 . S' / · 476 KIf 13 . SK -14. 51 - IS' provided ~ 10d6"0 . C . . 931 KIf 4 & NS) k 21 1086"0 .2 . 71 06W = 13 .5 K = 13. SK > / SWI SW2
↑ 32 . 5 : ↓ 2 10k 9 10k 10 10d 86"U . C . S 3 .5 1 4 4 3 .51 Vs = 13 .5 K = 19kIf 4+ 4 + 3 . 5 + 3 . 5 SWI S IS' S 4 4 3 . 5' Headera Header Aspect ratio : 10/4 : 2. S -d ↓ ↓ 0 . 6W=
a kIf(4) = 3 . 6K 10/3 . 5 = 2 . 9 L 6 1 . 4 K 10 S D : wall = 10psf(*)(23) =. 921) 3 1.9k 3 Roof : (Spst() (34/2) = 1 . 02 -1 . 53K 31 4 Har = 10psf (1S'/2) (23: 10) = 198K IC : 0
. 6 D + 0 . 6 W MOT = 0. 6WxH = 3 . 6 k(101) : 36 Kft Mres = 0 . 6 /D + 42 + Har + 2) = 0 . 6 (1 .9k xz1 + 1kx4) = 4. 7 Kft T= Mes = 4. 7 - 7 . 8K HDUI/ X 1 . 138 = 8 .91 If 6 wall
using Steel Col as HDU MOT = 6WxH = 13 .Sk/(6+6 + 3 .S + 3 .5) x6 x 10 = 43K mres = 0 . 6 [D + 42 + Har + 2) = 0 . 6 (3kx6 + (kx6) = 9k T= MoT-Mrs/1 = 431-914/6' : S .71 > HDUG Project:
Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 |
206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X
Starbucks-yelm 24-134 Lateral 16 . 24 3 . 27 . 24 Ewa. ou SW2 Hardadi wall ↓ d - 0 . 6W=. 9 kIf (3 . 5) = 3 KS 101 D : wall : 10pst (23)(3 .5) : 80S1b 3 1 . 7 K S roof = 1Spst (34)
(3.5) : 89316 3 .51 Hdr : lopse (13)(IS') : /K adj wall : IUde 3 = 66 Skit (101) : 6 .7 K wall cut = lopsf(10)(10) = MOT = 0. GW = 3k(10) : 30Kf + mres = 6 (DX 42 + Harx() = 6 (1 .
7k * 3. 5/ + 1kx3 . 5) = 4 ft S IS' S 4 4 3 . 5' Aspect ratio : 10/4 : 2. S 10/3 . 5 = 2 . 9 T = -Mos = ↑Kft : T X 1 . 138 = 8 . 44 HDU11 - HDU 11 Still Works for Df ByInspection 32.
5' Wall does not need HDU for 3. 5' wall with other 6'walls MOT = 6WxH = 13 .Sk/(6+6 + 3 .S + 3 .5) x6 x 10 = 43K mres = 0 . 6 [D + 42 + Har + 2) = 0 . 6 (3kx6 + (kx6) = 9k T= MoT-Mrs/1
= 431-914/6' : S .71 > HDUG Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue,
Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746
www.pcs-structural.com KES X Shearwall Overturning Wall SW1-EW P1 dead P2 footing Dimensions 0.6*W 3.6 k 6 in wall soil soil 12 in 18 ft 15 in 2.125 ft 7FT 84 in stem wall 14 in ftg
base 3 ft 4 ft DL Factor: 0.6 18 ft Conc weight 150 pcf soil 75 pcf Dead roof+wall 1.5 k 14.47188 Ftg wt 9.7 k soil wt 3.23 k P1 1 k P2 1 k Lateral E 3.6 k Mot 72.5 k ft Mres ↻ 88.9
k ft Mres ↺ 88.9 k ft Tens. -0.92 k needs to be 0 Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland
1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland,
OR 97204 | 503.232.3746 www.pcs-structural.com KES X Shearwall Overturning Wall SW2-NS P1 dead P2 footing Dimensions 0.6*W 3 k 6 in wall soil soil 6 in 18 ft 15 in 2.5 ft 24 in stem
wall 24 in ftg base 3 ft 7 ft DL Factor: 0.6 11 ft Conc weight 150 pcf soil 75 pcf Dead roof+wall 4.5 k 15.69375 Ftg wt 10.2 k soil wt 1.03 k P1 2.8 k P2 2.8 k Lateral E 3 k Mot 61.5
k ft Mres ↻ 70.3 k ft Mres ↺ 70.3 k ft Tens. -0.80 k needs to be 0 Shearwall Overturning Wall SW3-NS P1 dead P2 footing Dimensions 0.6*W 7 k 6 in wall soil soil 12 in 18 ft 12 in 2.5
ft 18 in stem wall 18 in ftg base 2.5 ft 16.5 ft DL Factor: 0.6 19.5 ft Conc weight 150 pcf soil 75 pcf Dead roof+wall 10.6 k 25.73125 Ftg wt 12.2 k soil wt 2.93 k P1 0 k P2 0 k Lateral
E 7 k Mot 143.5 k ft Mres ↻ 150.5 k ft Mres ↺ 150.5 k ft Tens. -0.36 k needs to be 0 GRAVITY Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma
Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797
101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job No: Subject: Sheet Name: Originating Office: Seattle
Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797
101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Starbucks-yelm 24-134 gravity 1 - 29 . 24 4 . 23 . 24 B2 ↓ ↓ t ↓ & C #10 . Sl D =
20ps+ (65'/2) : 650 plf 3 1463 plf S = 25psf (65'/) : 813 plf 10 . S' 3 .41 7. 7k -VD = w(/z = 65opIf(E)/2 = 3 . 9k 3 10 . S' 4 . 3 K 881 -Vs = w(l = 813pIC (e)/2 , 4. 9k 20 . 2 Kft
Mats = W(l8 = 1463 plf(127/8 : 26 . 3 Kft 423 int10 . S' 4 (123) -Frng : 43psi)(2x12/240)= 632 int 10 . S S'/ x 12 GL min 63/4x12G) min t 63/4x10. S Gl min -BI y B2 D = 4k 3.4k -S =
Sk 4 .3 K ↓ ↓ ↓ ↓ ↓ ↓ / / S 34 a 4Tri ↓ R2 D = 20ps+ (65'/2) : 650 plf S = 25psf (65'/) : 813 plf 6 .75x31 . S GL Min-See everal - still min Size RI : D = 10.71 R2 : D = 18 . 6 K 8
= 12 . 4k S = 22k 23 , BI D = 191 10 Szk 23 18 HSS SXSx 318 Min S flg area requ : Area: K : Ef : S . 2eSSx Wood Beam LIC# : KW-06014122, Build:20.24.02.27 PCS STRUCTURAL SOLUTIONS (c)
ENERCALC INC 1983-2023 DESCRIPTION: B2 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design DF/DF 24F-V4 2400 1850 1650 650 1800 950 265 1100 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb Ft
psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1600ksi 850ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered.
Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 32.50 ft .DESIGN SUMMARY
Design OK Maximum Bending Stress Ratio 0.714: 1 Load Combination +D+S Span # where maximum occurs Span # 1 Location of maximum on span 5.250ft 137.84 psi= = 2,760.00psi 6.75x10.5Section
used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+S = = = 304.75 psi== Section used for this span 6.75x10.5 Maximum Shear Stress
Ratio 0.452 : 1 0.000ft= = 1,970.48psi Maximum Deflection 0<360 363 Ratio = 0<240 Max Downward Transient Deflection 0.191 in 660 Ratio = >=360 Max Upward Transient Deflection 0 in Ratio
= Max Downward Total Deflection 0.347 in Ratio = >=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : S Only n/a Span: 1 : +D+S n/a . Location in SpanLoad
CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+S 1 0.3469 5.288 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical
Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 7.759 7.759 Max Upward from Load Combinations 7.759 7.759 Max Upward from Load Cases 4.266
4.266 D Only 3.493 3.493 +D+S 7.759 7.759 +D+0.750S 6.692 6.692 +0.60D 2.096 2.096 S Only 4.266 4.266 Wood Beam LIC# : KW-06014122, Build:20.24.02.27 PCS STRUCTURAL SOLUTIONS (c) ENERCALC
INC 1983-2023 DESCRIPTION: B1 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE REFERENCES Calculations
per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Allowable
Stress Design DF/DF 24F-V8 2,400.0 2,400.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv
psi Fb Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0ksi 850.0ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service
loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary
Width = 31.0 ft Load for Span Number 2 Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 31.0 ft Point Load : D = 3.40, S = 4.30 k @ 4.0 ft, (B2) .DESIGN SUMMARY Design
OK Maximum Bending Stress Ratio 0.868: 1 Load Combination +D+S Span # where maximum occurs Span # 1 Location of maximum on span 16.145ft 156.51 psi= = 2,323.32psi 6.75x31.5Section used
for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+S = = = 304.75 psi== Section used for this span 6.75x31.5 Maximum Shear Stress Ratio
0.514 : 1 31.531ft= = 2,016.80psi Maximum Deflection 450>=360 336 Ratio = 240>=240 Max Downward Transient Deflection 0.650 in 627 Ratio = >=360 Max Upward Transient Deflection -0.213
in Ratio = Max Downward Total Deflection 1.214 in Ratio = >=240 Max Upward Total Deflection -0.399 in fb: Actual F'b fv: Actual F'v Span: 1 : S Only Span: 2 : S Only Span: 1 : +D+S
Span: 2 : +D+S . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+S 1 1.2137 16.715 0.0000 0.000 +D+S2
0.0000 16.715 -0.3992 4.000 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions
23.253 39.208 Max Upward from Load Combinations 23.253 39.208 Max Upward from Load Cases 12.487 21.263 D Only 10.767 17.944 +D+S 23.253 39.208 Wood Beam LIC# : KW-06014122, Build:20.24.02.27
PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: B1 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project
Descr: Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750S 20.132 33.892 +0.60D 6.460 10.767 S Only 12.487 21.263
Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA
98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com
KES X Starbucks-yelm 24-134 gravity 1 - 29 . 24 4 . 23 . 24 4kD = -3.4 K - 6kB3 B2 S = SK4. 31 B4 DiSK ↓ ↓ S = 7 Ek f ↓ ↓ ↓ ↓ ↓ a & ↓ RI I R2 S S S / 2014 - 22 ! 41 D = zopS+ (65' /2)
: 650pIf 31463 plf S = 25psf (65') : 813 plf ~ 48x19 . 52 min 63/4x18 G) min 6 3/4 x 16 . S Gl min - see evercak RI : D : Nok13 R2: D : K 16 K S = 195K IS S = 19 . 34 101 B3 RI C4 +
CS ↓ D = 16 k 335. SkI S = 19. S K 181 HSSSXSx 3/8 / B4 ↓ ↓ ↓ f ↓ Agrea:= 4 .9 ↑ #6'191 ↑ B4 D = zopS+ (65' /2) : 650pIf 31463 plf Ch I ↓ DFS S = 25psf (65') : 813 plf 191 6 . 2 k 181
HSSSXSx 3/8 -VD = wL/2 = 65opIf (16)/2 : 5 . 2k / Vs = W(/l = 813 plf (1)/2 : b . SK 7 .Tk - = 191 - Agrea : + = 8 2 . 8 + 3x3 66 Kft19 Mo+ s = W(2/8 = 1463plf (4)/8 = 460Kf+ 2509 in
t Frea == S(1463 = #498in t 384(1 . 8x10 psi) ( x 12/240) 191 x16GL Min 63/4xISGL min 63/4x18G Wood Beam LIC# : KW-06014122, Build:20.24.02.27 PCS STRUCTURAL SOLUTIONS (c) ENERCALC
INC 1983-2023 DESCRIPTION: B3 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE REFERENCES Calculations
per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Allowable
Stress Design DF/DF 24F-V8 2,400.0 2,400.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv
psi Fb Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0ksi 850.0ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service
loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary
Width = 31.0 ft Point Load : D = 3.40, S = 4.30 k @ 0.0 ft, (B2) Load for Span Number 2 Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 31.0 ft Load for Span Number
3 Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 31.0 ft Point Load : D = 6.0, S = 8.0 k @ 4.0 ft, (B4) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.864:
1 Load Combination +D+S Span # where maximum occurs Span # 2 Location of maximum on span 22.000ft 217.08 psi= = 2,566.37psi 6.75x18Section used for this span Span # where maximum occurs
Location of maximum on span Span # 2= Load Combination +D+S = = = 304.75 psi== Section used for this span 6.75x18 Maximum Shear Stress Ratio 0.712 : 1 22.000ft= = 2,217.96psi Maximum
Deflection 12426>=360 790 Ratio = 3746>=240 Max Downward Transient Deflection 0.083 in 1160 Ratio = >=360 Max Upward Transient Deflection -0.008 in Ratio = Max Downward Total Deflection
0.121 in Ratio = >=240 Max Upward Total Deflection -0.026 in fb: Actual F'b fv: Actual F'v Span: 3 : S Only Span: 2 : S Only Span: 3 : +D+S Span: 3 : D Only . Location in SpanLoad CombinationMax.
"-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+S1 0.0000 0.000 -0.0256 0.807 +D+S 2 0.3035 10.353 0.0000 0.807 +D+S 3 0.1212 4.000 0.0000
0.807 . Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 27.875 36.465
Wood Beam LIC# : KW-06014122, Build:20.24.02.27 PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: B3 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks-
Yelm Engineer: KES Project ID: 24-134 Project Descr: Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max
Upward from Load Combinations 27.875 36.465 Max Upward from Load Cases 15.252 20.298 D Only 12.622 16.168 +D+S 27.875 36.465 +D+0.750S 24.061 31.391 +0.60D 7.573 9.701 S Only 15.252
20.298 Wood Beam LIC# : KW-06014122, Build:20.24.02.27 PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: B4 4-23-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title:
Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2400 1850 1650 650 1800 950 265 1100 31.21 Analysis Method : Eminbend
- xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1600ksi 850ksi Ebend- yy Eminbend - yy Ebend- xx ksi
Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform
Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 32.50 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.834: 1 Load Combination +D+S Span # where maximum occurs Span
# 1 Location of maximum on span 9.500ft 145.24 psi= = 2,604.27psi 6.75x18Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination
+D+S = = = 304.75 psi== Section used for this span 6.75x18 Maximum Shear Stress Ratio 0.477 : 1 17.544ft= = 2,172.69psi Maximum Deflection 0<360 312 Ratio = 0<240 Max Downward Transient
Deflection 0.406 in 561 Ratio = >=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.730 in Ratio = >=240 Max Upward Total Deflection 0 in fb: Actual F'b
fv: Actual F'v Span: 1 : S Only n/a Span: 1 : +D+S n/a . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections
+D+S 1 0.7305 9.569 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 13.894
13.894 Max Upward from Load Combinations 13.894 13.894 Max Upward from Load Cases 7.719 7.719 D Only 6.175 6.175 +D+S 13.894 13.894 +D+0.750S 11.964 11.964 +0.60D 3.705 3.705 S Only
7.719 7.719 Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 |
Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com
KES X starbucks-yelm 24-134 gravity 1 - 30 . 24 BS ↓ BIRI f t ↓ ↓ f L ↑ 17 f RI R2 B) R1 : D = 10.7K 6 = 12 . 4 K P= 20PSEC2,trib):4OPTP e R1 : D = 6K D = 6K S : 6 . CK S = 6 . 6K S'/8
x 24 GL min By Inspection HSSSxSX 14 is good because loads are less that thetypical canopy Column fly Area required : AK : E = 2 . 9 ft +3x3 # 3 Cont ftg 1 . Sksf provided Wood Beam
LIC# : KW-06014122, Build:20.23.08.01 PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: B5 1-30-24 HEADER Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks-
Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam
Bracing : Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V8 2,400.0 2,400.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis
Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0ksi 850.0ksi Ebend- yy Eminbend
- yy Ebend- xx ksi Density pcf Load Combination : IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added
to loading Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 2.0 ft Point Load : D = 10.70, S = 12.40 k @ 8.875 ft, (B1 R1) .DESIGN SUMMARY Design OK Maximum Bending
Stress Ratio 0.997: 1 Load Combination +D+S Span # where maximum occurs Span # 1 Location of maximum on span 8.875ft 150.71 psi= = 2,618.84psi 5.125x24Section used for this span Span
# where maximum occurs Location of maximum on span Span # 1= Load Combination +D+S = = = 304.75 psi== Section used for this span 5.125x24 Maximum Shear Stress Ratio 0.495 : 1 15.807ft=
= 2,612.21psi Maximum Deflection 0<360 458 Ratio = 0<240 Max Downward Transient Deflection 0.247 in 863 Ratio = >=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total
Deflection 0.465 in Ratio = >=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : S Only n/a Span: 1 : +D+S n/a . Location in SpanLoad CombinationMax. "-" Defl
Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+S 1 0.4647 8.940 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation
: Far left is #1 Values in KIPS Max Upward from all Load Conditions 12.585 12.585 Max Upward from Load Combinations 12.585 12.585 Max Upward from Load Cases 6.644 6.644 D Only 5.942
5.942 +D+S 12.585 12.585 +D+0.750S 10.924 10.924 +0.60D 3.565 3.565 S Only 6.644 6.644 Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma
Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101
SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job Number: 24-134 Sheet: of Name: KES Originating Office: Tacoma Date: 02/09/24
2018 NDS/2018 IBC WALL DATA LUMBER TYPE: APPLIED LOADS: PDEAD = 290 LB Fb = 900 PSI (IBC 1605.3.2) ω = 1.0 PLIVE = 0 LB Fc = 1350 PSI WWIND = 25.0 PSF PSNOW = 70 LB Fc⊥ = 625 PSI ωWWIND
= 25.0 PSF PWIND = 0 LB E = 1.60E+06 PSI WSEISMIC = 4.0 PSF PSEISMIC = 150 LB STUD SIZE: (1) MISCELLANEOUS: HEIGHT = 18 FT AX = 8.25 IN2 SPACING = 16 IN SX = 7.56 IN3 ECCENTRICITY =
1 IN IX = 20.80 IN4 CF(COMPRESSION) = 1.10 (NDS 4.3.6) CF(BENDING) = 1.3 (NDS 4.3.6) APPLY? FcE = 311.2 PSI CSYS(BENDING) = 1.00 NO (SDPWS T3.1.1.1) Cb = 1.25 (NDS 3.10.4) Cr(BENDING)
= 1.00 NO (NDS 4.3.9) LOAD CASES - IBC 1605.3.1 CASE 1 DEAD + LIVE + 5 PSF LAT. CASE 4 DEAD + LIVE + 0.6WIND + (1/2)SNOW CASE 2 DEAD + LIVE + SNOW + 5 PSF LAT. CASE 5 DEAD + LIVE +
SNOW + 0.3WIND CASE 3 DEAD + LIVE + 0.6WIND CASE 6 DEAD + LIVE + SNOW + SEISMIC/1.4 ALLOWABLE STRESSES - Cd PER NDS T2.3.2, Cp PER NDS 3.7.1, ASSUME Cm, Ct, Ci, CL = 1.0 CASE CD Fc*
FcE/Fc* CP Fc' Fb' Fc⊥' 1 1.00 1485 0.21 0.200 296 1170 781 2 1.15 1708 0.18 0.175 299 1346 781 3, 4, & 5 1.60 2376 0.13 0.127 302 1872 781 6 1.60 2376 0.13 0.127 302 1872 781 APPLIED
STRESSES - NDS CHAPTER 3 DESIGN EQUATIONS CASE PAPPLIED fc MLAT. LOAD MECC. MTOTAL fb 1 290.0 35 270.0 24.2 285.1 452 2 360.0 44 270.0 30.0 288.8 458 3 290.0 35 810.0 24.2 825.1 1309
4 325.0 39 810.0 27.1 826.9 1312 5 360.0 44 405.0 30.0 423.8 672 6 467.1 57 154.3 38.9 178.6 283 DESIGN CHECKS - COMBINED STRESS CHECK PER NDS EQN 3.9-3 CASE fc/Fc' fb/Fb' fc/Fc⊥ Combined
fc/FcE Deflection L/? 1 0.12 0.39 0.04 0.45 0.11 0.50 L/432 2 0.15 0.34 0.06 0.42 0.14 0.51 L/427 3* 0.12 0.70 0.04 0.80 0.11 1.02 L/212 4* 0.13 0.70 0.05 0.82 0.13 1.02 L/211 5* 0.14
0.36 0.06 0.44 0.14 0.53 L/408 6 0.19 0.15 0.07 0.22 0.18 0.31 L/690 MAX. ---> 0.19 0.70 0.07 0.82 0.18 1.02 L/211 O.K. O.K. O.K. O.K. O.K. PLATE BENDING - *ALIGN STUDS WITH JOISTS
WHERE POSSIBLE* MISCELLANEOUS: ALLOWABLE STRESSES: Cfu = 1.15 (NDS 4.3.7) FV' = 173 PSI FV = 150 PSI Fb' = 1547 PSI DBL TOP PLATE PROPERTIES: APPLIED STRESSES: AX = 16.50 IN2 fv = 22
PSI <--- O.K. SX = 4.13 IN3 fb = 349 PSI <--- O.K. JOIST ALIGN WITH STUDS IX = 3.09 IN4 ∆MAX = 0.006 IN 300 LB STARBUCKS YELM STUD REACTIONS (OUT - OF - PLANE) STUD WALL DESIGN: S1
* Deflections reduced by 0.42 per IBC Table 1604.3 footnote f. Increase deflection by 1.4 for jambs supporting glass. WALL DATA LOAD CASES - IBC 1605.3.1 ALLOWABLE STRESSES - Cd PER
NDS T2.3.2, Cp PER NDS 3.7.1, ASSUME Cm, Ct, Ci, CL = 1.0 PLATE BENDING - *ALIGN STUDS WITH JOISTS WHERE POSSIBLE* APPLIED STRESSES - NDS CHAPTER 3 DESIGN EQUATIONS DESIGN CHECKS -
COMBINED STRESS CHECK PER NDS EQN 3.9-3 Stud Wall - IBC2015 - Revised 03/11/16 IBC18StudWalAltLoadCombo(STUD WALL S1) Project: Job Number: 24-134 Sheet: of Name: KES Originating Office:
Tacoma Date: 02/09/24 2018 NDS/2018 IBC WALL DATA LUMBER TYPE: APPLIED LOADS: PDEAD = 1000 LB Fb = 900 PSI (IBC 1605.3.2) ω = 1.0 PLIVE = 0 LB Fc = 1350 PSI WWIND = 25.0 PSF PSNOW =
700 LB Fc⊥ = 625 PSI ωWWIND = 25.0 PSF PWIND = 0 LB E = 1.60E+06 PSI WSEISMIC = 4.0 PSF PSEISMIC = 150 LB STUD SIZE: (2) MISCELLANEOUS: HEIGHT = 18 FT AX = 16.50 IN2 SPACING = 16 IN
SX = 15.13 IN3 ECCENTRICITY = 1 IN IX = 41.59 IN4 CF(COMPRESSION) = 1.10 (NDS 4.3.6) CF(BENDING) = 1.3 (NDS 4.3.6) APPLY? FcE = 311.2 PSI CSYS(BENDING) = 1.00 NO (SDPWS T3.1.1.1) Cb
= 1.13 (NDS 3.10.4) Cr(BENDING) = 1.00 NO (NDS 4.3.9) LOAD CASES - IBC 1605.3.1 CASE 1 DEAD + LIVE + 5 PSF LAT. CASE 4 DEAD + LIVE + 0.6WIND + (1/2)SNOW CASE 2 DEAD + LIVE + SNOW +
5 PSF LAT. CASE 5 DEAD + LIVE + SNOW + 0.3WIND CASE 3 DEAD + LIVE + 0.6WIND CASE 6 DEAD + LIVE + SNOW + SEISMIC/1.4 ALLOWABLE STRESSES - Cd PER NDS T2.3.2, Cp PER NDS 3.7.1, ASSUME
Cm, Ct, Ci, CL = 1.0 CASE CD Fc* FcE/Fc* CP Fc' Fb' Fc⊥' 1 1.00 1485 0.21 0.200 296 1170 703 2 1.15 1708 0.18 0.175 299 1346 703 3, 4, & 5 1.60 2376 0.13 0.127 302 1872 703 6 1.60 2376
0.13 0.127 302 1872 703 APPLIED STRESSES - NDS CHAPTER 3 DESIGN EQUATIONS CASE PAPPLIED fc MLAT. LOAD MECC. MTOTAL fb 1 1000.0 61 270.0 83.3 322.1 256 2 1700.0 103 270.0 141.7 358.5
284 3 1000.0 61 810.0 83.3 862.1 684 4 1350.0 82 810.0 112.5 880.3 698 5 1700.0 103 405.0 141.7 493.5 392 6 1807.1 110 154.3 150.6 248.4 197 DESIGN CHECKS - COMBINED STRESS CHECK PER
NDS EQN 3.9-3 CASE fc/Fc' fb/Fb' fc/Fc⊥ Combined fc/FcE Deflection L/? 1 0.20 0.22 0.09 0.31 0.19 0.28 L/765 2 0.35 0.21 0.15 0.44 0.33 0.31 L/687 3* 0.20 0.37 0.09 0.49 0.19 0.54 L/398
4* 0.27 0.37 0.12 0.58 0.26 0.56 L/387 5* 0.34 0.21 0.15 0.43 0.33 0.33 L/663 6 0.36 0.11 0.16 0.29 0.35 0.22 L/992 MAX. ---> 0.36 0.37 0.16 0.58 0.35 0.56 L/387 O.K. O.K. O.K. O.K.
O.K. PLATE BENDING - *ALIGN STUDS WITH JOISTS WHERE POSSIBLE* MISCELLANEOUS: ALLOWABLE STRESSES: Cfu = 1.15 (NDS 4.3.7) FV' = 173 PSI FV = 150 PSI Fb' = 1547 PSI DBL TOP PLATE PROPERTIES:
APPLIED STRESSES: AX = 16.50 IN2 fv = 103 PSI <--- O.K. SX = 4.13 IN3 fb = 1648 PSI <--- N.G. JOIST ALIGN WITH STUDS IX = 3.09 IN4 ∆MAX = 0.029 IN 300 LB STARBUCKS YELM STUD WALL DESIGN:
S2 STUCCO/BRICK * Deflections reduced by 0.42 per IBC Table 1604.3 footnote f. Increase deflection by 1.4 for jambs supporting glass. STUD REACTIONS (OUT - OF - PLANE) WALL DATA LOAD
CASES - IBC 1605.3.1 ALLOWABLE STRESSES - Cd PER NDS T2.3.2, Cp PER NDS 3.7.1, ASSUME Cm, Ct, Ci, CL = 1.0 PLATE BENDING - *ALIGN STUDS WITH JOISTS WHERE POSSIBLE* APPLIED STRESSES
- NDS CHAPTER 3 DESIGN EQUATIONS DESIGN CHECKS - COMBINED STRESS CHECK PER NDS EQN 3.9-3 Stud Wall - IBC2015 - Revised 03/11/16 IBC18StudWalAltLoadCombo(STUD WALL S2 STUCCO) Project:
Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 |
206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X
Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA
98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com
KES X starbucks-yelm 24-134 gravity 1 . 16 . 24 Header W/ Brick-H4 Low Bm (veneer ↓ ↓ ↓ L ↓ I - - es s / / 16' roof a snow D : Wall : Sopst (13) : Gsopif + 20 pSt (2'trib) + 25 (2 .)
= 740 pl W : ISPS + [18 ) + 10'k] = 22S plf 29 . 6 pt f - = -C - S 748 5. 9 K ·VD : WL/ = 650 pl (16) /2 = SK Gl VW = WC/ = 22Sp1f (16') /2 = 1 . 8K (0. 6) = 1 K Weakaxis 746 I Mo =
WLY8 = 650plf(16)2/8 = Eft 24 kft + S Mw = WLY = I2Sp1f (16 12/8 = 7 . 2 kf+ (0.6) = 4 . 3 kft I neakaxis 740 I Total : SWL "123 = 5 (650p)f)(1s)"123 1371144 I 384 EA 384 (1 . 8 x 100
psi) (15X 12/600) 1 S61 Int I wind =Wc42" = S(0 . 6x22Sp1f(16)" 123 :Int Conse 384( . 8x104)(16 x 12/360) 5'8 a 191 GL Min use (1) brg studs W/ (2) full height Project: Job No: Subject:
Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific
Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job No: Subject:
Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific
Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job No: Subject:
Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific
Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Project: Job No: Subject:
Sheet Name: Originating Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific
Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X starbucks-yelm 24-134 gravity
1 . 24 . 24 HG ↓ ↓ t ↓ W > I s / / 12 : x will above D = 20 psf (7/2) + 20psf (13) = 330 plf] 418 pl S = 25 psf (7/2) = 89 plf T ~ : [Spsf(8 + 102) : Inspi V = WL/2 = 418 pl (12)/2
= I Sk VW = WH = 225p16(12')/2 = 1 . 4 K M = WL 2 /8 = 418 plf (12') 8 = 7 . S kft Mw = W 1 8 = I2SpIf) 12) 2/8 = 4 kft I = <12 : S(419p1f) (12) "123 = 270 In 4 384ED 384 (1. 8 x 106
psi) (12x 2/360) In = 4123 : 51 .42 < 22SpIf)(12) e - 61 In + 384(1 . 3 x 10 psi) (12x 12/360) S'8 x 9 GL min MISC. Project: Job No: Subject: Sheet Name: Originating Office:
Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA
98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Steel Beam LIC# : KW-06014122, Build:20.23.08.01 PCS STRUCTURAL
SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: CH1 2-9-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: CODE
REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis : Major Axis Bending Beam
is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield : 50.0 ksi Beam Bracing : E: Modulus : 29,000.0 .Service loads entered. Load Factors will
be applied for calculations.Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 0.230, S = 0.570 k @ 0.50 ft, (CB1) Point Load
: D = 0.230, S = 0.570 k @ 5.0 ft, (CB1) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio = 0.073: 1 Load Combination +D+S Span # where maximum occurs Span # 1 1.704 k Mn /
Omega : Allowable 63.872k-ft Vn/Omega : Allowable C12x20.7Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+S 60.790 k
Section used for this span C12x20.7 Ma : Applied Maximum Shear Stress Ratio = 0.028 : 1 0.000 ft 4.659k-ft Va : Applied 0 <360 7347 Ratio = 0 <240.0 Maximum Deflection Max Downward
Transient Deflection 0.011 in 10,805 Ratio = >=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.016 in Ratio = >=240. Max Upward Total Deflection 0 in
Span: 1 : S Only n/a Span: 1 : +D+S n/a . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+S 1 0.0163
5.000 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.704 Max Upward from
Load Combinations 1.704 Max Upward from Load Cases 1.140 D Only 0.564 +D+S 1.704 +D+0.750S 1.419 +0.60D 0.338 S Only 1.140 Project: Job No: Subject: Sheet Name: Originating
Office: Seattle Tacoma Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma,
WA 98402 | 253.383.2797 101 SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X Steel Column LIC# : KW-06014122, Build:20.23.08.01 PCS STRUCTURAL
SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: CANOPY HSS COL 2-8-24 Project File: 24-134 Starbucks-yelm.ec6 Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project
Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis
Method : 18.0Overall Column Height Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name : HSS5x5x3/16 36.0 ft E : Elastic Bending Modulus Fully
braced against buckling ABOUT X-X Axis Fully braced against buckling ABOUT Y-Y Axis Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 215.460 lbs * Dead Load Factor AXIAL LOADS . . . CANOPY: Axial Load at 10.0 ft, Yecc = -3.0 in, D = 0.560, S = 1.140 k HEADER: Axial Load at 18.0 ft, Xecc
= 3.0 in, D = 7.0, S = 7.0 k BENDING LOADS . . . CANOPY: Moment acting about X-X axis at 10.0 ft, D = -1.50, S = -3.20 k-ft .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio = 0.5846
Location of max.above base 9.906 ft 15.915 k 70.707 k -2.353 k-ft Load Combination +D+S Load Combination +D+S 10.581 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio
= 0.2375 k 0.01178 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k 10.581 k-ft -1.926 k-ft Pa : Axial Pn / Omega
: Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : Applied Vn / Omega : Allowable Maximum Load Reactions . . Top along X-X 0.1944 k Bottom
along X-X 0.1944 k Top along Y-Y 0.2375 k Bottom along Y-Y 0.2375 k Maximum Load Deflections . . . Along Y-Y -0.1108 in at 6.644ft above base for load combination :+D+S Along X-X -0.3470
in at 10.510ft above base for load combination :+D+S 20.156 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status Location
Status Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx D Only PASS PASS 9.91 0.005 0.00 ft ft0.217 1.00 1.00 0.00 0.00 +D+S PASS PASS 9.91 0.012 0.00 ft ft0.585 1.00 1.00 0.00 0.00
+D+0.750S PASS PASS 9.91 0.010 0.00 ft ft0.442 1.00 1.00 0.00 0.00 +0.60D PASS PASS 9.91 0.003 0.00 ft ft0.130 1.00 1.00 0.00 0.00 . k k-ft Note: Only non-zero reactions are listed.
Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base @ Top @ Top Mx - End Moments My - End Moments D Only
0.076 7.775 -0.076 0.097 0.097 +D+S 0.238 15.915 -0.238 0.194 0.194 +D+0.750S 0.197 13.880 -0.197 0.170 0.170 +0.60D 0.045 4.665 -0.045 0.058 0.058 S Only 0.162 8.140 -0.162 0.097 0.097
Steel Column LIC# : KW-06014122, Build:20.23.08.01 PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: CANOPY HSS COL 2-8-24 Project File: 24-134 Starbucks-yelm.ec6 Project
Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions
Extreme Value @ Base @ Base @ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.238 15.915 -0.238 0.194 0.194 Minimum" 0.045 4.665 -0.045 0.058 0.058 MaximumReaction,
X-X Axis Base 0.238 15.915 -0.238 0.194 0.194 Minimum" 0.045 4.665 -0.045 0.058 0.058 MaximumReaction, Y-Y Axis Base 0.045 4.665 -0.045 0.058 0.058 Minimum" 0.238 15.915 -0.238 0.194
0.194 MaximumReaction, X-X Axis Top 0.238 15.915 -0.238 0.194 0.194 Minimum" 0.045 4.665 -0.045 0.058 0.058 MaximumReaction, Y-Y Axis Top 0.238 15.915 -0.238 0.194 0.194 Minimum"
0.045 4.665 -0.045 0.058 0.058 MaximumMoment, X-X Axis Base 0.076 7.775 -0.076 0.097 Minimum" 0.076 7.775 -0.076 0.097 MaximumMoment, Y-Y Axis Base 0.076 7.775 -0.076 0.097 0.097
Minimum" 0.076 7.775 -0.076 0.097 0.097 MaximumMoment, X-X Axis Top 0.076 7.775 -0.076 0.097 0.097 Minimum" 0.076 7.775 -0.076 0.097 0.097 MaximumMoment, Y-Y Axis Top 0.076 7.775
-0.076 0.097 0.097 Minimum" 0.076 7.775 -0.076 0.097 0.097 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance
D Only -0.1735 -0.035 6.644 ft ft inin 10.510 +D+S -0.3470 -0.111 6.644 ft ft inin 10.510 +D+0.750S -0.3036 -0.092 6.644 ft ft inin 10.510 +0.60D -0.1041 -0.021 6.644 ft ft inin 10.510
S Only -0.1735 -0.076 6.644 ft ft inin 10.510 .Steel Section Properties : HSS5x5x3/16 R xx = 1.960 in Depth = 5.000 in R yy = 1.960 in J = 19.900 in^4 Width = 5.000 in Wall Thick =
0.187 in Zx = 5.890 in^3 Area = 3.280 in^2 Weight = 11.970 plf I xx = 12.60 in^4 S xx = 5.03 in^3Design Thick = 0.174 in I yy = 12.600 in^4 C = 8.080 in^3 S yy = 5.030 in^3 Ycg = 0.000
in Steel Column LIC# : KW-06014122, Build:20.23.08.01 PCS STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION: CANOPY HSS COL 2-8-24 Project File: 24-134 Starbucks-yelm.ec6
Project Title: Starbucks- Yelm Engineer: KES Project ID: 24-134 Project Descr: Sketches Project: Job No: Subject: Sheet Name: Originating Office: Seattle Tacoma
Portland Date: Seattle Tacoma Portland 1011 Western Avenue, Suite 810 | Seattle, WA 98104 | 206.292.5076 1250 Pacific Avenue, Suite 701 | Tacoma, WA 98402 | 253.383.2797 101
SW Main Street, Suite 280 | Portland, OR 97204 | 503.232.3746 www.pcs-structural.com KES X starbucks-yelm 24-134 canopies 2 . 8 . 24 Drive through canopy By Inspection (17 + 20
. 7 Channels are good since spans are smaller ↓ HSS4x4x3/16 are good , casespans 4 / >↓ trib are smaller that typ. Canopies ↳ C / HSS C 13 C * HSS ·As s I44 C \ $ 1