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FIR2020-0087+Calculations+10.19.2020_4.25.24_PM (2)
Hydraulic Calculations for Project Name: Graphite I Arts Studio Location: 202 Main St. Edmonds WA 98020, , Drawinq Name: Graphite I Art Studio 2 Design Remote Area Number: 1 Remote Area Location: NE of Building Occupancy Classification: Light Hazard Density 0.10gpm/ft2 Area of Application: 1500ft2 (Actual 1688ft2) Coverage per Sprinkler: 225ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 13 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 471.42 @ 76.149 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Columbia Fire Address: 111 S Findlay Street Seattle, WA 98108, Phone Number: 206-232-8569 Name of designer: Sau Lam Authority Having Jurisdiction: Edmonds FM Notes: Automatic peaking results Left: N/A Right: 76.149 Calculation Date: 10/19/2020 Allowance at Source (Safety Margin = 34.508 psi) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.20.0 1 10/19/202011:26:01AM Page 1 Job Name: Graphite I Arts Studio Remote Area Number: 1 150 135 120 105 90 (n Q 75 w 2 a` 60 45 30 15 Hydraulic Graph N 1.85 Date: 10/19/2020 Water Supply Summary Sheet Node: 1 Static Pressure 118.000 Available Supply 471.42 @ 110.657 371.42 471.42 @ 76.149 with Hose Allowance at Source System demand curve ILI[[11111 1913.00 @ 20.000 IIIIIIIII \111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1600 2000 2400 2800 Flow - gpm 3200 3600 F[IIIII] &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 10/19/2020 11:26:03AM Page 2 Job Name: Graphite I Arts Studio Remote Area Number: 1 Date: 10/19/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 118.000 20.000 1913.00 110.657 471.42 76.149 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 0'-0 Supply 76.149 371.42 520 23'-1 Sprinkler 16.143 22.50 523 12'-6 Sprinkler 28.132 29.70 528 12'-6 Sprinkler 29.501 30.42 533 23'-1 Sprinkler 16.521 22.76 534 12'-6 Sprinkler 24.374 27.65 540 12'-6 Sprinkler 28.994 30.15 542 12'-6 Sprinkler 30.341 30.85 543 12'-6 Sprinkler 27.222 29.22 544 23'-1 Sprinkler 17.898 23.69 550 12'-6 Sprinkler 29.106 30.21 552 12'-6 Sprinkler 29.131 30.23 553 12'-6 Sprinkler 33.365 32.35 554 12'-6 Sprinkler 32.048 31.70 16 2'-6 72.205 17 2'-6 74.845 145 12'-6 26.479 189 12'-6 31.478 220 12'-6 37.360 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.20. 10/19/2020 11:26:06AM Paqe 4 Job Name: Graphite I Arts Studio Remote Area Number: 1 Date: 10/19/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 223 12'-6 36.337 277 12'-6 36.615 285 12'-6 36.207 398 2'-6 65.166 562 3'-2'/z 63.946 566 4'-8'/z 63.261 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.20. 10/19/2020 11:26:06AM Paqe 5 Job Name: Graphite I Arts Studio Remote Area Number: 1 Date: 10/19/2020 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 520 23' 1 5.6 22.50 1'/< (See Notes) 11'-0 120 16.143 ..... Route 1 Sprinkler 533 23'-1 22.50 1.4420 0.034358 11'-0 0.378 533 23'-1 5.6 22.76 1'/4 (See Notes) 11'-0 120 16.521 Sprinkler 544 23'-1 45.26 1.4420 0.125198 11'-0 1.377 544 23'-1 5.6 23.69 1'/4 (See Notes) 23'-11 120 17.898 Sprinkler, 11'-2 4.588 554 12'-6 68.95 1.4420 0.272785 3E(3'-8'/2) 35'-0'/2 9.561 554 12'-6 5.6 31.70 1'/4 (See Notes) 0'-10'/2 120 32.048 Sprinkler, 7'-5 277 12'-6 100.66 1.4420 0.549212 PO(7'-5) 8 4 4.568 277 12'-6 177.16 3 11'-0 120 36.615 Flow (q) from Route 2 0.067643 220 12'-6 277.81 3.2600 11'-0 0.744 220 12'-6 93.61 3 (See Notes) 146-2'/2 120 37.360 Flow (q) from Route 5 48'-4'/2 3.376 566 4'-8'/2 371.42 3.2600 0.115755 T(20'-2), 3E(9'-5) 194'-7 22.526 566 4'-8'/2 4 (See 1'-1 120 63.261 0.650 Notes) 562 3'-2'/2 371.42 4.2600 0.031455 Gauge 1 1 1 0.034 562 3'-2'/2 4 (See 0'-0 120 63.946 28'-11'/2 0.309 Notes) 398 2'-6 371.42 4.2600 0.031455 BV(15'-9'/2), E(13'-2) 2g'_11'/2 0.911 398 2'-6 4 (See 4'-9'/2 120 65.166 41'-0'/2 Notes) 16 2'-6 371.42 4.2600 0.031455 PIV(2'-7'/2), 2BV(15'-9'/2), BFP( -5.597), E(6'-9'/2) 46-10 7.039 16 2'-6 4 (See 56'-5'/2 140 72.205 50'-2 Notes) 17 2'-6 371.42 4.2200 0.024762 E(16'-8'/2), T(33'-5'/2) 106'-7'/z 2.641 17 2'-6 8 (See 19V-7 140 74.845 61'-1 1.084 Notes) 1 0'-0 371.42 8.3900 0.000872 2EE(15'-3), E(30'-6'/z), S 252'-8 0.220 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 10/19/2020 11:26:08AM Page 6 Job Name: Graphite I Arts Studio Remote Area Number: 1 Date: 10/19/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 100.00 76.149 Hose Allowance At Source Total(Pt) Route 1 1 471.42 534 12'-6 5.6 27.65 1 (See Notes) 3'-10'/2 120 24.374 ••••• Route 2••••• PO(5'-0) 5-0Sprinkler, 0.236882 145 12'-6 27.65 1.0490 8' -10'/2 2.105 145 12' 6 1'/4 (See Notes) 13'-6'/2 120 26.479 EE(1'-3) 1'-3 0.050298 543 12'-6 27.65 1.4420 14 9 0.743 543 12'-6 5.6 29.22 1'/4 (See Notes) 10'-0 120 27.222 Sprinkler 0.190965 552 12'-6 56.86 1.4420 10'-0 1.910 552 12'-6 5.6 30.23 1'/4 (See Notes) 1'-11'/z 120 29.131 Sprinkler, PO(7'-5) 14'-10'/2 0.420178 285 12'-6 87.09 1.4420 16'-10 7.076 285 12'-6 3 16'-4'/2 120 36.207 0.007911 223 12'-6 87.09 3.2600 16'-4'/2 0.129 223 12'-6 90.07 3 9'-5'/2 120 36.337 Flow (q) from Route 3 0.029427 277 12'-6 177.16 3.2600 9'-5'h 0.279 36.615 Total(Pt) Route 2 523 12'-6 5.6 29.70 1'/4 (See Notes) 15'-0 120 28.132 ..... Route 3 Sprinkler 0.057432 540 12'-6 29.70 1.4420 15'-0 0.861 540 12'-6 5.6 30.15 1'/4 (See Notes) 11'-10 120 28.994 Sprinkler 0.209962 189 12'-6 59.86 1.4420 11'-10 2.485 189 12'-6 30.21 1'/4 (See Notes) 3'-5 120 31.478 Flow (q) from Route 4 PO(7'-5) 7'-5 0.447143 223 12'-6 90.07 1.4420 10'-10'/z 4.858 36.337 Total(Pt) Route 3 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 10/19/2020 11:26:08AM Page 7 Job Name: Graphite I Arts Studio Remote Area Number: 1 Date: 10/19/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 550 12'-6 5.6 30.21 1 (See 3'-6 120 29.106 ••••• Route 4••••• Sprinkler, 5'-0 Notes) 189 12'-6 30.21 1.0490 0.279129 PO(5'-0) 8 6 2.373 31.478 Total(Pt) Route 4 528 12'-6 5.6 30.42 1'/4 (See 14'-0 120 29.501 ••••• Route s••••• Sprinkler Notes) 542 12'-6 30.42 1.4420 0.060012 14'-0 0.840 542 12'-6 5.6 30.85 1'/4 (See 13'-9'/2 120 30.341 Sprinkler Notes) 553 12'-6 61.26 1.4420 0.219182 13'-9'/2 3.024 553 12'-6 5.6 32.35 1'/4 (See 0'-10'/2 120 33.365 Sprinkler, 7'-5 Notes) 220 12'-6 93.61 1.4420 0.480217 PO(7'-5) 8 4 3.994 37.360 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 10/19/2020 11:26:08AM Page 8 Job Name: Graphite I Arts Studio Remote Area Number: 1 Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 10/19/2020 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 10/19/2020 11:26:08AM Page 9 OV ` WATER AVAILABILITY CERTIFICATE PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.aov ITEMS IN THIS BOX TO BE FILLED IN BY APPLICANT ® Building Permit ❑ Preliminary Plat or PUD ❑ Subdivision ❑ Rezone or Other Applicant's name: JOHN GOLDBERG Proposed Use: COMMERCIAL BUILDING Location (attach map and legal description if necessary): 202 Main St Updated on 811412018 Page] of2 Permit Number BLD2019-1091 Project Name GRAPHITE STUDIOS INFORMATION PROVIDED BY WATER AGENCY 1. N a. Water will be provided by service connection only to an existing 8 inch (size) water main that is adjacent from the site. OR ❑ b. Water service will require an improvement to the water system of: ❑ (1). feet of water main to reach the site; and/or ❑ (z). The construction of a distribution system on the site; and/or Ll (3)• Other (describe)- z. N a. The water system is in conformance with a City approved water comprehensive plan. OR ❑ b. The water system improvement will require a water comprehensive plan amendment. (This will cause a delay in permit issuance and approval.) 3. N a. The proposed project is within the corporate limits of the City, or has been granted Boundary Review board approval for extension of service outside the City, or is within the City approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 4 a. Water is/or will be availabte at the rate of flow and duration indicated a ow at no iesst an 20 psi Measured at the nearest fire hydrant _65_feetfrom the building/property (or as marked on attached map) Rate of Flow Duration ❑ Less than 500 gpm. (approximately gpm) ❑ Less than one (i) hour ❑ 500 to 999 gpm ❑ One (1) to two (2) hours ❑ 15oo gpm or more N Two (2) hours or more ❑ Flow test of QPM El Other N Calculation of 1913.08 gpm (Commercial building permits require flow test or calculation) OR ❑ b. Water will system is not capable of providing fire flow. WATER AGENCY CERTIFICATION COMMENTSICONDITIONS: Per model Static Pressure is1-18.45 Psi at loon cl pm,residual pressure is 116.2si at max flow of x s -08 m residual pressure is zo psi I hereby certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. City of Edmonds Russell Lynch (Agency Name) Signatory Printed Name Associate Engineer .t-If (Title) ignature/Date) Updated on 811412018 Page 2 of2 TOLBraceTM Seismic Bracing Calculations Contractor: Columbia Fire Project Address: Graphite I Art Studio Address: 111 South Findlay Street F,i■T*N Seattle, WA 98108 202 Main Street pomwng8�esinessl4brumde Phone: (206) 232-8569 Edmonds, WA 98020 License: COLUMFI952MG ,lob # 2002070 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 Ibs (914 kg) 1425 Ibs (646 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 45' Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information O STEEL PIPE Orientation to Connecting Surface NFPAType B Fastener .f Type Dual Through -Bolts - Fig.906 i Diameter 1/2in. (13 mm) 1 ' Length Minimum 4x Wood Member TOLCO FIG. 1001 FAST CLAMP Maximum Load 600 Ibs (272 kg) Brace Identification on Plans 3" Main - Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.61 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 20 ft (6.1 m) 20 ft (6.1 m) 7.94 Ib/ft (11.82 kg/m) 159 Ibs (72 kg) 1.5" (40 mm) Sch. 10 101 ft (30.8 m) 101 ft (30.8 m) 3.04 lb/ft (4.52 kg/m) 307 Ibs (139 kg) 1.25" (32 mm) Sch. 10 93 ft (28.3 m) 93 ft (28.3 m) 2.52 lb/ft (3.75 kg/m) 234 Ibs (106 kg) 1" (25 mm) Sch. 40 28 ft (8.5 m) 28 ft (8.5 m) 2.05 Ib/ft (3.05 kg/m) 57 Ibs (26 kg) Subtotal Weight 757 Ibs (343 kg) Wp (incl. 15%) 871 Ibs (395 kg) Main Size 3" Type/Sch. Sch. 10 Spacing (ft) 20 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 531 Ibs (241 kg) 966 lb (438 kg) {TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Graphite I Art Studio 202 Main Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 2002070 FA,aT*N PommW Business ft fdvAW 3" Main - Lateral NFPA Type B 3" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9C Minimum 4x Wood Member Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 20 ft (6.1 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 101 ft (30.8 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 93 ft (28.3 m) 1" Sch.40 Steel Pipe (25.4 mm) 28 ft (8.5 m) G-Factor Used 0.61 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 531 Ibs (241 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 600 Ibs (272 kg) Fig. 1001 Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member Wood Truss Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBraceTI software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceT"' 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Columbia Fire Project Address: Graphite I Art Studio Address: 111 South Findlay Street F,i■T*N Seattle, WA 98108 202 Main Street pomwng8�esinessl4brumde Phone: (206) 232-8569 Edmonds, WA 98020 License: COLUMFI952MG ,lob # 2002070 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 2015 Ibs (914 kg) 1425 Ibs (646 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch. 40 See Fastener Information Angle of Brace 45' Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 98 Max Horizontal Load 1310 Ibs (594 kg) UNIVERSAL SWAY BRACE ATTACHMENT O STEEL PIPE Fastener Information i Orientation to Connecting Surface NFPAType B Fastener C} Type Dual Through -Bolts - Fig.906 TOLCO FIG. 4L O PIPE CLAMP FOR Diameter 1/2in. (13 mm) SWAY BRACING j m Length Minimum 4x Wood Member Maximum Load 440 Ibs (200 kg) ------------J O Brace Identification on Plans 3" Main - Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.61 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 40 50 ft (15.2 m) 50 ft (15.2 m) 10.82 lb/ft (16.1 kg/m) 541 Ibs (245 kg) Subtotal Weight 541 Ibs (245 kg) Wp (incl. 15%) 622 Ibs (282 kg) Main Size Type/Sch. Spacing (ft) 3" Sch. 40 50 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 380 Ibs (172 kg) N/A {TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Graphite I Art Studio 202 Main Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 2002070 FA,aT*N PommW Business ft fdvAW 3" Main - Longitudinal NFPA Type B 3" Sch.40 Steel Pipe 50' 0" (15.24 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45' 1/2 (13 mm) Dual Through -Bolts Parallel to Beam - TOLCO Fig 906 Minimum 4x Wood Member Summary of Pipe within Zone of Influence 3" Sch.40 Steel Pipe (76.2 mm) 50 ft (15.2 m) G-Factor Used 0.61 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 380 Ibs (172 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 440 Ibs (200 kg) Fig. 4L Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member Wood Truss Calculations prepared by Sau Lam * The description of the Structural Member is for informational purposes only. TOLBraceTI software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceT"' 8 Visit us at www.tolco.com U.S. Seismic Design Maps https://seismicmaps.org/ 202 Main St, Edmonds, WA 98020, USA Latitude, Longitude: 47.811454,-122.3805073 OSHPD Brackett's Rory's of Edmonds Edmonds Municipal Court Landing South Rick Steves' Europe �r4v 9 n ,� . CD Salt and Iron z 'Edmonds � c�`?�y Rusty Pelican Cafe r Q 19 Olympic Beach 4p pEdmonds Kingston Y Ferry Toll Booth Starbucks 19 "_ r Gooscadia Art Museum «f Date Design Code Reference Document Risk Category Site Class 10/14/2020, 4:21:52 PM ASCE7-16 II D - Default (See Section 11.4.3) Type Value Description SS 1.287 MCER ground motion. (for 0.2 second period) S1 0.453 MCER ground motion. (for 1.0s period) SMS 1.544 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SDS 1.029 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.547 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.656 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.287 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.413 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.129 Factored deterministic acceleration value. (0.2 second) S1RT 0.453 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.506 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.862 Factored deterministic acceleration value. (1.0 second) PGAd 0.752 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.91 Mapped value of the risk coefficient at short periods Map data ©2020 1 of 3 10/14/2020, 4:22 PM S. Seismic Design Maps https:Hseismicmaps.org/ Type Value Description CR1 0.896 Mapped value of the risk coefficient at a period of 1 s 2 of 3 10/14/2020, 4:22 PM S. Seismic Design Maps https:Hseismicmaps.org/ DISCLAIMER While the information presented on this website is believed to be correct, S.F.A.O.C. /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. 3 of 3 10/14/2020, 4:22 PM