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REV1 REVIEWED BLD2021-0088+Structural_Calcs-CRANE OPENING+7.8.2022_10.38.05_AM+2977192July 6, 2022 REVISION Jul 08 2022 BLD2021-0088 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Mr. Richard Grimes Ankrom Moisan 38 NW Davis Street, Suite 300 Portland, OR 97209 Re: Edmonds Senior Living Community — Tower Crane Openings Dear Richard: Pf Ir REVIEWED BY CITY OF EDMONDS Attached please find calculation sheets dated July 6, 2022, which verify the structural adequacy of the addition of the tower crane openings at levels 1 and 2 for the Edmonds Senior Living Community project. Design is based on the requirements of the 2015 International Building Code (IBC) with Washington amendments. If you have any questions or need further information, please call me. Sincerely, Jim Vodden, P.E., S.E. Associate Project No. 10021900393 Attachments 111 SW Fifth Avenue, Suite 2600 Portland, OR 97204 503 227-3251 kpff.com lqjff Edmonds Senior Living Community Tower Crane Opening Addition Structural Calculations KPFF Project No. 10021900393 July 06, 2022 Submitted To: Ankrom Moisan 38 NW Davis Street, Suite 300 Portland, OR 97209 Submitted By: KPFF Consulting Engineers 111 SW Fifth Avenue, Suite 2600 Portland, OR 97204-3628 Project Edmonds Senior Living By JAV Sheet No. Location Edmonds, WA 7/6/2022 Date S-1 Client Ankrom Moisan Revised Job No. Tower Crane Revision Date 21900383 Post Tensioned Slab Revisions to Accommodate Tower Crane Openings The calculations are to demonstrate the structural adequacy of the Levels 1 and 2 post -tensioned slab to accommodate slab penetrations required for the contractors tower crane. LEVEL 2 LEVEL 1- South Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt 7/6/2022 RAM Concept © 2021 Bentley Systems, Inc. RAM Concept— is a trademark of Bentley Systems 8.3 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Units Geometry Unit: Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Unit Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Unit Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/° Line Moment Spring: k/° Area Moment Spring: k/ft° Slab Analysis Unit; Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Unit: Concrete Volume: yd3 Reinforcing Area: in2 Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Unit Floor Area: ft2 Density: pcf Elongations: inches Tendon Angles (for friction): radians Temperature Change: OF Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Materials Concrete Mix Mix Density Density For f ci Pc fcui fcu Poisson Thermal ExF User Eci User EC Name (pCo Loads (pcf) (psi) (psi) (psi) (psi) Ratio Coeff Ec Calc (psi) (psi) 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strands Min Radius Name Type (in 2) (ksi) (ksi) (ksi) (ksi) (inches) Per Duct (feet) 1/2" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 PT Stressing Parameters System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction Long -Term Losses Name (ksi) (inches) Friction (1/feet) (1/radians) (ksi) 1/2" Unbonded 216 0.25 0 0.0014 0.07 22 Reinforcing Bars Bar As Es Fy Straight 90 Hook 180 Hook Name (in 2) (ksi) (ksi) Coating Ld/Db Ld/Db Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems Stud Area Head Area Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System SSR System Name (in 2) (in 2) Spacing (inches) Spacing (inches) (ksi) Increment (inches) Per Rail Type 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-9zt217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mn0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mn0.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mr>8.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mrb.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mrb.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mr>8.7012 6.311 0.5906 None 72.52 0.03937 2 Rail Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Loadings Loading Name Type Analysis On -Pattern Factor Off -Pattern Factor Self -Dead Loading Self -Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Load Combinations All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Other Dead Loading 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Unreducible) Loading 1 0 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.4 0.9 Factored LC: 1.2D + 1.61- + 0.51-r Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Unreducible) Loading 1.6 0 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Element: Standard Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Point Sprinc Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Element: Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:365 t=10 _" , t=10 fiE70=0 000 psi psi 0=0 i i i t=10 i TOC=O 110 7-10 5000 psi gnn p@c=Q=10 �i 000 Pf6C=0 000 psi 5000 psi t=10 TOC=O t=10 Vd 0 TOC=O@=0 5000 psi 5000 psi F 7 Ht=10 -10 TOC=O t=1 C=0 t=10 t=10 5000 p TO .�6 0 psi t=10TOC=0 FQQ=O 501 000 psi T005000 psi — i 5000 psi �5000 ps� o IJ t=10 t=10 TOC=O TOC=O 5000 psi 5000 psi t=10 TOC=O t=10 5000 psi TOC=O t=10 5000 p! TQC-n 5000 psi TOC=O 5000 psi t=10 t=10 TOC=O t=10 TOC=f910 5000 psi TOC=O 5000-Mt=0 5000 psi 5000 psi t=10 TOC=O u :B00 psi psi t t=10 udyirT 00 psti000 p t=10 TOC=O 5000 psi 10 OC=O 000 psi Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Other Dead Loading: All Loads Plan Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User N� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:365 ®Fz=60 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Service LC: D + L: Max Deflection Plan Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Service LC: D + L - Vertical Deflection Plot (Maximum Values) 0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 Min Value =-0.01605 inches @ (112,7.455) Max Value = 0.3246 inches @ (7.899,-14.37) Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Service LC: D + L: Min Deflection Plan Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Service LC: D + L - Vertical Deflection Plot (Minimum Values) 0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 Min Value =-0.02839 inches @ (112,7.455) Max Value = 0.225 inches @ (134.7,-15.8) Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Strip: Latitude Design Spans Plan Design Strip: User Lines; User Notes; User Dimensions; Latitude SSs; Latitude SSSs; SSS Hatching; Latitude DSs; Latitude Span Boundaries; Latitude Strip Boundaries; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Span Boundaries; Longitude SSs; SS Numbers; Longitude DSs; DS Numbers; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; User Notes; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Strip: Punching Checks Plan Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Reinforcement: Top Bars Plan Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude P Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Reinforcement: Bottom Bars Plan Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude P Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Reinforcement: SSR Plan Reinforcement: User Lines; User Notes; User Dimensions; Program SSR Callouts; SSR Callout Details; Program SSR Rails; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 (7)6@4.5 (9)5 5.5 =SM S = 3.13 /2"'SSR 1/2' SR (10 @4 First S = 3.1"rst 1/2' SR (10 @5 S = 3.13 1/ R F (7)6 'at S 5.75 ng = 3.13 75 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Latitude Tendon Parameters: Standard Plan Latitude Tendon Parameters: User Lines; User Notes; User Dimensions; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Profile Polyline El Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Manual Latitude Tendon: Tendons; Num Strands; Tendon Points; Profile Values; Scale = 1:365 r .2S...5 2S 5 5 1.SS .5 1.5S 8.751.5S 5 1.5SB S 1.5 2S 8. 5 2S 2S 5 3S 5 3S 8.75 3S 3 3S 3S 2.5 3S 8.75 3S 1.5 3S 8.7SS 6 3S 3S 5 3S 2.5 3S 8.75 3 1.$ S 8.753S 6 3S 3S 5 3S 2.5 3S 8.7 5 5 .753S 6 3S 3S 5 2.5 38 8.75 1 5 5 1S 8.753S 6 3S 38 5 3S 3S .5 8.753S 5 3S 8.75 3S 2.5 3S 8. 5 3S 3S 8. 53S 6 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 5 3S633.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 6 3S.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 3S638.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 3S633.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 5 3S 1 3S 8.753S 5 3S8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S8.75 3S 5 3S 8.75 3S 3 3S 5 3S 1 3S 8.753S 5 3S8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S8.753S 4 3S 3 3S 3 3S L 5 3S 1 3 3S 5 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 7 3S 8.75 3S 4 3S 3 3S 3 3S 356.53�.15 35 1.5 35 8.75 35 6 35 5 356.5333.75 3S 1.5 3S 8.75 3S 6 3S Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: User Lines; User Notes; User Dimensions; Tendons; Num Strands; Tendon Inflection Ratio; Tendon Points; Profile Values; Jacks; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Area: Scale = 1:365 "S 5 2S 5 5 1.55 .5 1.5S 8.751.5S 5 1.5SB S 1.5 2S8.75 2S 2S 5 3S 5 3S 8.75 3S 3 3S 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 5 3S 2.5 3S 8.75 3 1.$ S 8.753S 6 3S 3S 5 3S 2.5 3S 8.7 5 5 .753S 6 3S 3S 5 2.5 38 8.75jS 285 5 1S 8.7535 6 3S 3S 5 3S 3S .5 8.753S 5 3S 8.75 3S 2.5 3S 8. 5 3S 3S 8. 53S 6 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 5 3S633.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 6 3S.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 3S633.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 3S633.75 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S 8.75 3S 5 3S 8.75 3S 3 3S 5 3S 1 3S 8.753S 5 3S8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S8.75 3S 5 3S 8.75 3S 3 3S 5 3S 1 3S 8.753S 5 3S8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 3S8.753S 4 3S 3 3S 3 3S N 5 3S 1 3 3S 5 3S 1 3S 8.753S 5 3S 8.75 3S 2.5 3S 8.75 3S 1.5 3S 8.753S 6 3S 7 3S 8.75 3S 4 3S 3 3S 3 3S 356.53�.75 35 1.5 35 8.75 35 6 35 5 356.5333.75 3S 1.5 3S 8.75 3S 6 3S Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Longitude Tendon Parameters: Standard Plan Longitude Tendon Parameters: User Lines; User Notes; User Dimensions; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Profile Polyline Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Manual Longitude Tendon: Tendons; Num Strands; Tendon Points; Profile Values; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: User Lines; User Notes; User Dimensions; Tendons; Num Strands; Tendon Inflection Ratio; Tendon Points; Profile Values; Jacks; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Are Scale = 1:365 41.8 52.1 28.7 8 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Status: Punching Shear Status Plan Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 6 .12 �111 OK (non-standard section) OK OK (non-standard sectioUSR=0.216 USR=0.706 USR=0.393 2 4 7 9 OK OK with SSR (non-standard sec'OK with SSR - - OK with SSR 13 ISR:�#.996 (U!RSR = 0.986 (USR=I.RSR = 0.985 (USR=1.5) RSR = 0.988 (ULOK with SSR (non-standard section) RSR = 0.757 (USR=1) 1 3 5 8 11 14 OK with SSR OK with SSR OK with SSR--OK—OK (non-standard sect! OK with SSR — ISR = 0.953 (UIRSR = 0.987 (USR='RSR = 0.988 (USR=1.23) USR=0.953 USR=0.74:RSR = 0.839 (USR=' Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Status: Latitude Status Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; DS Design Numbers; DS De Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 3C-1 3C-2 3C-3 OK OK OK p 1C-1 1C-2 OK OK 1C-8 OK Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Status: Latitude Top Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bi Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; B Scale = 1:365 5#6T. 5#6T. 8#6T. 6#6T. 4#6 Tj 1 6#6T.6#6T. 6#6T. 4#6T. T. 11 5#6T. #6 T. 7#6T. 5#6T. 5#6T. 6#6T. 6#6T. 5#6T. 5#6T. 5#6T. 6#6T. 6#6T. 5#6T. 6#6T. Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Status: Longitude Status Plan Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Numbers; Span Design Status; Longitude DS Designs; DS Design Numbers; D: Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Design Status: Longitude Top Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design To Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; B Scale = 1:365 Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Calc Log Calculating All (Everything Out-of-Date)(Considering Previous Warnings) Active Calculation Options: The structure is not automatically stabilized in the X and Y directions. Supports above slab NOT included in self -dead loading. Tendon vertical component NOT considered in punch check reactions. Design reinforcement. 6 zero -tension iterations are used to eliminate tension in area springs. Creep Factor of 3.35 used in ECR calculations. Shrinkage strain of 0.0004 used in ECR calculations. ACI 318-11 is used in design. Live load reduction not used Assembling Stiffness Matrix. 14100 Degrees of Freedom Triangularizing Stiffness Matrix. Creating Self -Dead Loading. Generating Program Tendons. No Tendons to Generate on Latitude Tendon Parameters layer No Tendons to Generate on Longitude Tendon Parameters layer Creating Balance Loading. Detailing User Reinforcement. Determining Concrete Cross Sections Determining Tendon Cross Sections Determining Reinforcing Bar Cross Sections Solving for Self -Dead Loading. Solving for Self -Dead Loading - Pattern: Full Pattern. Total Loads: (0,0,-1190) Kips Total Reactions: (-3.82e-13,-2.9e-13,1190) Kips Load -Reaction Tolerance: (-3.82e-13,-2.9e-13,6.91e-11) Kips Solving for Balance Loading. Solving for Balance Loading - Pattern: Full Pattern. Total Loads: (0.000146,0.000996,5.95e-14) Kips Total Reactions: (-0.000146,-0.000996,-6.86e-11) Kips Load -Reaction Tolerance: (-7.68e-11,1.1e-12,-6.85e-11) Kips Solving for Temporary Construction (At Stressing) Loading. Temporary Construction (At Stressing) Loading has No Loads. Solving for Other Dead Loading. Solving for Other Dead Loading - Pattern: Full Pattern. Total Loads: (0,0,-234) Kips Total Reactions: (-5.8e-13,3.51e-13,234) Kips Load -Reaction Tolerance: (-5.8e-13,3.51e-13,2.09e-11) Kips Solving for Live (Unreducible) Loading. Solving for Live (Unreducible) Loading - Pattern: Full Pattern. Total Loads: (0,0,-411) Kips Total Reactions: (-7.71e-14,-7.89e-14,411) Kips Load -Reaction Tolerance: (-7.71e-14,-7.89e-14,2.22e-11) Kips Calculating Precompression in Cross Sections Solving for Hyperstatic Loading. Solving for All Dead LC. Solving for Dead + Balance LC. Solving for Initial Service LC. Solving for Service LC: D + L. Solving for Factored LC: 1.4D. Solving for Factored LC: 1.2D + 1.6L + 0.5Lr. Calculating Code Minimum Design envelopes. Calculating User Minimum Design envelopes. Calculating Initial Service Design envelopes. Calculating Service Design envelopes. Calculating Sustained Service Design envelopes. Calculating Strength Design envelopes. Calculating Ductility Design envelopes. Calculating Code Minimum Design - Pass 0 Calculating User Minimum Design - Pass 0 Calculating Initial Service Design - Pass 0 Calculating Service Design - Pass 0 Calculating Strength Design - Pass 0 Calculating Ductility Design - Pass 0 Calculating Code Minimum Design - Pass 1 Calculating User Minimum Design - Pass 1 Calculating Initial Service Design - Pass 1 Calculating Service Design - Pass 1 Calculating Strength Design - Pass 1 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt 7/6/2022 RAM Concept © 2021 Bentley Systems, Inc. RAM Concept- is a trademark of Bentley Systems 8.3 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Materials Concrete Mix Mix Density Density For f ci Pc fcui fcu Poisson Thermal ExF User Eci User EC Name (pCt) Loads (pcf) (psi) (psi) (psi) (psi) Ratio Coeff Ec Calc (psi) (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 5.556e-6 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 5.556e-6 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 5.556e-6 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 5.556e-6 Code 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strands Min Radius Name Type (inz) (ksi) (ksi) (ksi) (ksi) (inches) Per Duct (feet) 1/2" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 1/2" Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction Long -Term Losses Name (ksi) (inches) Friction (1/feet) (1/radians) (ksi) 1/2" Unbonded 216 0.25 0 0.0014 0.07 22 1/2" Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar As Es Fy Straight 90 Hook 180 Hook Name (inz) (ksi) (ksi) Coating Ld/Db Ld/Db Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Materials (2) SSR Systems Stud Area Head Area Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System SSR System Name (In 2) (in 2) Spacing (inches) Spacing (inches) (ksi) Increment (inches) Per Rail Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-TzL217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mn0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mr>8.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mr>8.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mr>8.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mrb.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mrb.7012 6.311 0.5906 None 72.52 0.03937 2 Rail Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Loadings Loading Name Type Analysis On -Pattern Factor Off -Pattern Factor Self -Dead Loading Self -Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live (Reducible) Loading Live (Reducible) Normal 1 0 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 Live (Storage) Loading Live (Storage) Normal 1 0 Live (Parking) Loading Live (Parking) Normal 1 0 Live (Roof) Loading Live (Roof) Normal 1 0 Snow Loading Snow Normal 1 1 Seismic - Wood Wall E-W Other Normal 1 -1 Seismic - Wood Wall NS Other Normal 1 -1 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Load Combinations All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Other Dead Loading 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1.13 1.13 Temporary Construction (At Stressing) Loading 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 1 0 Live (Unreducible) Loading 0.6 0 Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Roof) Loading 1 0 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Load Combinations (2) Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Snow Loading 1 0 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0.75 0 Live (Unreducible) Loading 0.45 0 Live (Storage) Loading 0.75 0 Live (Parking) Loading 0.75 0 Live (Roof) Loading 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0.75 0 Live (Unreducible) Loading 0.45 0 Live (Storage) Loading 0.75 0 Live (Parking) Loading 0.75 0 Snow Loading 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0.5 0.5 Live (Unreducible) Loading 0.3 0.3 Live (Storage) Loading 1 1 Live (Parking) Loading 0.5 0.5 Live (Roof) Loading 0.5 0.5 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Load Combinations (3) Factored LC: 1AD Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 1.6 0 Live (Unreducible) Loading 0.96 0 Live (Storage) Loading 1.6 0 Live (Parking) Loading 1.6 0 Live (Roof) Loading 0.5 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 0.5 0 Live (Unreducible) Loading 0.6 0 Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 Live (Roof) Loading 1.6 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 1.6 0 Live (Unreducible) Loading 0.96 0 Live (Storage) Loading 1.6 0 Live (Parking) Loading 1.6 0 Snow Loading 0.5 0 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Load Combinations (4) Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 0.5 0 Live (Unreducible) Loading 0.6 0 Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 Snow Loading 1.6 0 1.2(D+.2Sds)+0.5L+1.OE Active Design Criteria: Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 1.37 1.37 Hyperstatic Loading 1 1 Other Dead Loading 1.37 1.37 Live (Reducible) Loading 0.5 0.5 Live (Unreducible) Loading 0.5 0.5 Seismic - Wood Wall NS 1.2 -1.2 Seismic - Wood Wall E-W 1.2 -1.2 0.9(D-Sds) + 1.0E Active Design Criteria: Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self -Dead Loading 0.73 0.73 Hyperstatic Loading 1 1 Other Dead Loading 0.73 0.73 Seismic - Wood Wall NS 1.2 -1.2 Seismic - Wood Wall E-W 1.2 -1.2 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Element: Standard Plan L U- Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Element: Slab Summary Plan E--.; E-- ..I,; .- EI.—I -.1— 1-12 t 0 -0 - P.i 1. 1-14 "1 P., P., P" ❑ aT P"i Not PW LI t-14 P" -4 Not PW 114 6DDD �.i G000 "i P.. 1 Not P.i P I.— 4 6DDD P.. t. P.. W .4 G000 "i To,=" -4 T oo.i Toc-o P.i IL1040 -14 T1.1— ❑ T_� I TO -1 ., MOC". �k, ", TM-D 4❑ P000 T.— 114 114g000P., T. -14 P.. .14 T= 6000 "i i Tg..C.LI4=. 114 TM 6000 PW P.i soon psi -4 �� 114 114 E=] T.. 114 TI=6000 PW ,114 T_ T_ I P., P.. 114 6000 I.i I;cp TOC.0 q_ El 114 — P-1 114 — P.i T._ 114 T_ ❑ t000 11, T.— .7 To— Toc ,xIo, 114 114 T_ t000 P.i Woo �i I 114 T.C=. P.1 1�14 o, 114 ., TI T_ T..=,., T.M t000 P.i 0 P.. T.— P., Toc. G000 P "I T.— Tq,8" .14 T, loocpl.; P., Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Element: Supports Below Slab Summary Plan mom U L -4 P-1 4 .MP b P. I 'P2 Woo Iomp NO "I No I -4 Pi —.. sP., —.. .R Phb P b=11 .14 4 , q h�ee5 I Pi.,F.., .P Pi.,F.., P., Pill Pil �p gp Pe YrP PP -P PW I b 4 P b 14 4 4 b=l. hk 4 P.J Pi P I iq 1 P Fi.. hq. om Pi.,-, P I 1 21P 2 Pill I =ZZ T1VI 11'jI 2 11�- ll� 1, 2, CO"P pp P 2 ho—, P 2 b_'l 4 zmim h-- Pi" I'm . P Pi.,Fi..—p PKF PhFOC.- 4 P P Rrp 1� 112 P P Pil oliolio im ip- slipLo— - lh_ 'SI HpMpwOWDogYgNPsi PI , P P, P: Pi P P� h PIn,F I -omp Pin,l amp - PinI k.mp PIn, hR Pi r ON Po Woo pi P.I , G000 "I iWoo pi P r I P Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Other Dead Loading: All Loads Plan 1.m.m.nm.., .m.. �... °ii�°o°B aia"�ma11111, °Ngrz n`ea: IIIIIm°e"emem. eeio sand°me1i s`i ei1 memo n e vNw°a �i ` .o.. CJ o �a o 1 T Q-El 711 [F'�� 71.11 P -7 ,, T1.7. -II I-- fti-11 ......................... Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Live (Reducible) Loading: All Loads Plan ,,a. o, „ - - m. d,a..e-dI-,-Le,d11,., � U U Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 . . ■ . ■ ■ . ■ . - ■ ■ . ■ - ■ Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Seismic - Wood Wall NS: All Loads Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Seismic - Wood Wall E-W: All Loads Plan xx.ne.v. .m.m. e.iow, n . r. iun ne.w, c.iunn ei.m ei.m.m., si.x eiwne oN�w.now,IDf -11 �c w •i.•: w n, a�oen �wu�.xo�x. xou,, o Fr— 0 FT-F r LU= — o R r 0 r-IL ....... ......... TTT Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Service LC: D + L: Max Deflection Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Service LC: D + L: Min Deflection Plan m.E.m.1. o. m .1...... 1, Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Service LC: D + 0.75L + 0.751-r: Max Deflection Plan o,maEm.. r . m.E.m.m. o. m E...... Pa Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Service LC: D + 0.75L + 0.751-r: Min Deflection Plan PI ., m�:�;.� — Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Strip: Punching Checks Plan w.N,—;U�o� �wa Eeme,o, e, o m Eemem.�� o m Ek��o�,,eEeme,.saeEememoW e y a Eeme,� � o�� Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Reinforcement: Top Bars Plan mama s.iu J— .-.; .m.nra rwova, w.n u.m.mown»once�mme aeElememsas.iow, column gwm.nnrwo»,s be m.amaose»e�eme�n arinnrwr Dory Pw.n gwm.m craupsrwwa; wen gi.m.m cmuoga s.i.wve�m., o�gnuae mgn conwmnrw ae�m., bongnuaeu»r o�ernburea Haim., bong ruse raga oiaviburw aeon ::1 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Reinforcement: Bottom Bars Plan manta saiow, wen etemenra u»r o rwo», wen gtam.nt ou.n»ono y, oeumnaeiememaoseiow, column 1-1 ft.; s b e maarr v maose» e�emem ainnrwonry; we gtamam orouparwo»; wen etemem o Daps seiowe�m., o�gnuae mgn eonwmnrw ae�m., bongnuae �ernburea Haim., bong ruse rog a oiav�burw aeon ° 0 0 n n o 0 0 0 0 0 0 ° o ° ° =LI 0 ° ° 0 o p ❑ p a 0 0 0 0 0 0 0 o Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Reinforcement: Shear Bars Plan _ U U Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Reinforcement: SSR Plan I Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Latitude Tendon Parameters: Standard Plan U.: 1� Z u S IS IS �,, , 0 IS zs . 0 0 ,� , Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Manual Latitude Tendon: Standard Plan �.-d.a...,.., �.�d-.o.. H—In. Di -dT-d M. Co,: El..... D-�oi..;Dm, b- �d �� p—:Ppe�.- P 1.IN- .:: P��N. J..kR.,i..: Q U: I� � u I IS ISR1 111 — 1,21 Iss 12.1 1-51�7 11 IS 12.8 IS 3S IS III Is III Is 12S Is 4 Is III Is 2 68 12S IS I Is ..I IS IS ,,IS ,Q 0 1 1 1 A_7 11 IS 12S I - IS II. 'L:N=2_.1SS I IS 4 Is 121 IS 2 .. 121 1 Is zs 0 0 , Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Longitude Tendon Parameters: Standard Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Manual Lonaitude Tendon: Standard Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Maximum Short Term Load: Std Deflection Plan _ .Q,ao; - 1 ,.h M,....,..h.. 0 Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Punching Shear Status Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Latitude Status Plan �� U °� 0 °� 0 °K Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Latitude Top Reinforcement Plan use s n we x, s a ox o Ran, s a ea a. oast , ox, Lamuae os wai ne, os wai "onryBw.n u.m.m cxupanbow; wen ewmaM croups saiow; op Fax con I—d M.f.; Funs con IM.d M.f.. Nno Fax corcaM d-..,concaMM.d wml.wxnWiaroivFaceaoieoib ee xeinl.; Botb Faxs oistriburH wiM.; num Face oieMbma wiM.; Distributes RoiM. oascrivtions;,atnuao uxr canxnI.-RoiM.; L-.. uxr oi.nbu-wi..; T 6 �9a6T as r.� as r.� asr.❑— 9—i...T. 9. oaa —T. sT.�_ �T T. n T.g ED 6IT. 6-T I FI sT.�T_ T.IF—-L. T EF— M aTO� mom.. Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Latitude Bottom Reinforcement Plan n.s -...s, —..B 3 --o,,,1pRpn.;4tb—Rso„i9n,;o„,pn�R�Ra.�; Dory; w.n u.m.m cmupsrwow; wen ewm,M croups asiow; �ti Doom Face coM,.— R,iM., Ram F, coM —W R,i..; auto Face cone,-- R,iM.,..—.W R.W. oe,cnp. B—m Face Di�mibm,u RMni.; Botb F,w, Ui,tributH R,iM.; nMo Face ci,Mbmtl R,iM.; oistributH R,iM. ue,cHi n,; tabtutl, u„r tanc,ntat,a ft- L,titutl, —D—b— ReiM.; Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Latitude Shear Reinforcement Plan u u � Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Longitude Status Plan Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Longitude Top Reinforcement Plan .d.B �,...s.....n.s-..rB... t.�.Bs ....IS-. n,pB Dory; w.n Fxm.m cwupsrwow; wen M. croups B.iow; op_Con 1—d M.f.; BmM1 Funs Con 1—d M.f.. Nno Few Corc.n d-..;C..-.M.E xeml.0.xnWiaroiv FaceeDieo—d xeini.; Both— oi.dbu-wi..;.-M.oi-bma wi n.;oi.nbu-Roinf.Descriptions; banni1—uc.rcarc—.d Rai..; Loneuua. uew Di-bm.e Heim.; Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Longitude Bottom Reinforcement Plan ne,s on ,.Be ,. BamB,re.s, -w...,-Bne.BB�Bn,:oB�.,BaBmrem�re: onry; wencmapsrwov,; wen Bwm,m croups Bmow; onom Face eoMemnrea Reim., eam Face, eoMemnem Rene., nmo Face eoncemrarea Reim., conwmnrea R.W. oe,cnpse�ona �Bonom Face Di�mibmee Reini.;.: Bata Fua, Bisteburea Reim.; num Face Dietebmee Reim.: ei,triburee Reim. oe,cription,: banniwae u,er concentrarea Reim.: songeuae ucer Di,bibmee Reini.; Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Design Status: Longitude Shear Reinforcement Plan n.,�o U U Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Calc Log Calculating All (Everything Out-of-Date)(Considering Previous Warnings) Active Calculation Options: The structure is not automatically stabilized in the X and Y directions. Supports above slab NOT included in self -dead loading. Tendon vertical component NOT considered in punch check reactions. Design reinforcement. 6 zero -tension iterations are used to eliminate tension in area springs. Creep Factor of 3.35 used in ECR calculations. Shrinkage strain of 0.0004 used in ECR calculations. ACI 318-14 is used in design. Live load reduction not used Assembling Stiffness Matrix. 35615 Degrees of Freedom Triangularizing Stiffness Matrix. Creating Self -Dead Loading. Generating Program Tendons. No Tendons to Generate on Latitude Tendon Parameters layer No Tendons to Generate on Longitude Tendon Parameters layer Creating Balance Loading. Detailing User Reinforcement. Determining Concrete Cross Sections Determining Tendon Cross Sections Determining Reinforcing Bar Cross Sections Solving for Self -Dead Loading. Solving for Self -Dead Loading - Pattern: Full Pattern. Total Loads: (0,0,-4490) Kips Total Reactions: (-1.96e-11,-2.14e-12,4490) Kips Load -Reaction Tolerance: (-1.96e-11,-2.14e-12,7.38e-10) Kips Solving for Balance Loading. Solving for Balance Loading - Pattern: Full Pattern. Total Loads: (2.79e-11,4.37e-13,3.28e-12) Kips Total Reactions: (-2.55e-10,1.22e-10,-3.36e-10) Kips Load -Reaction Tolerance: (-2.27e-10,1.22e-10,-3.33e-10) Kips Solving for Temporary Construction (At Stressing) Loading. Temporary Construction (At Stressing) Loading has No Loads. Solving for Other Dead Loading. Solving for Other Dead Loading - Pattern: Full Pattern. Total Loads: (0,0,-5100) Kips Total Reactions: (-9.89e-12,-1.17e-11,5100) Kips Load -Reaction Tolerance:(-9.89e-12,-1.17e-11,8.13e-10) Kips Solving for Live (Reducible) Loading. Solving for Live (Reducible) Loading - Pattern: Full Pattern. Total Loads: (0,0,-177) Kips Total Reactions: (5.33e-13,-8.87e-13,177) Kips Load -Reaction Tolerance:(5.33e-13,-8.87e-13,2.25e-11) Kips Solving for Live (Unreducible) Loading. Solving for Live (Unreducible) Loading - Pattern: Full Pattern. Total Loads: (0,0,-6110) Kips Total Reactions: (-2.18e-11,-1.44e-12,6110) Kips Load -Reaction Tolerance:(-2.18e-11,-1.44e-12,7.11e-10) Kips Solving for Live (Storage) Loading. Live (Storage) Loading has No Loads. Solving for Live (Parking) Loading. Live (Parking) Loading has No Loads. Solving for Live (Roof) Loading. Live (Roof) Loading has No Loads. Solving for Snow Loading. Snow Loading has No Loads. Solving for Seismic - Wood Wall E-W. Solving for Seismic - Wood Wall E-W - Pattern: Full Pattern. Total Loads: (0,0,-9.81e-14) Kips Total Reactions: (7.13e-13,8.25e-12,1.74e-11) Kips Load -Reaction Tolerance:(7.13e-13,8.25e-12,1.73e-11) Kips Solving for Seismic - Wood Wall NS. Solving for Seismic - Wood Wall NS - Pattern: Full Pattern. Total Loads: (0,0,-6.54e-14) Kips Total Reactions: (-2.64e-12,-8.54e-12,2.61e-10) Kips Load -Reaction Tolerance: (-2.64e-12,-8.54e-12,2.61e-10) Kips Calculating Precompression in Cross Sections Solving for Hyperstatic Loading. Solving for All Dead LC. Edmonds LVL 2 - REV - Crane Opening 6-21-22.cpt - 7/6/2022 Calc Log (3) Solving for Dead + Balance LC. Solving for Initial Service LC. Solving for Service LC: D + L. Solving for Service LC: D + Lr. Solving for Service LC: D + S. Solving for Service LC: D + 0.75L + 0.751-r. Solving for Service LC: D + 0.75L + 0.75S. Solving for Sustained Service LC. Solving for Factored LC: 1.4D. Solving for Factored LC: 1.2D + 1.61- + 0.5Lr. Solving for Factored LC: 1.2D + f1L + 1.61-r. Solving for Factored LC: 1.2D + 1.61- + 0.55. Solving for Factored LC: 1.2D + f1L + 1.65. Solving for 1.2(D+.2Sds)+0.5L+1.OE. Solving for 0.9(D-Sds) + 1.OE. Calculating Code Minimum Design envelopes. Calculating User Minimum Design envelopes. Calculating Initial Service Design envelopes. Calculating Service Design envelopes. Calculating Sustained Service Design envelopes. Calculating Strength Design envelopes. Calculating Ductility Design envelopes. ERROR: Rule Set "Strength Design" is being used by load combinations that appear t User Continued After Error ERROR: Rule Set "Ductility Design" is being used by load combinations that appear t< User Continued After Error Calculating Code Minimum Design - Pass 0 Calculating User Minimum Design - Pass 0 Calculating Initial Service Design - Pass 0 Calculating Service Design - Pass 0 Calculating Sustained Service Design - Pass 0 Calculating Strength Design - Pass 0 Calculating Ductility Design - Pass 0 Calculating Code Minimum Design - Pass 1 Calculating User Minimum Design - Pass 1 Calculating Initial Service Design - Pass 1 Calculating Service Design - Pass 1 Calculating Sustained Service Design - Pass 1 Calculating Strength Design - Pass 1 Calculating Ductility Design - Pass 1 Calculating Code Minimum Design - Pass 2 Calculating User Minimum Design - Pass 2 Calculating Initial Service Design - Pass 2 Calculating Service Design - Pass 2 Calculating Sustained Service Design - Pass 2 Calculating Strength Design - Pass 2 Calculating Ductility Design - Pass 2 Calculating Code Minimum Design - Final Design Check Calculating User Minimum Design - Final Design Check Calculating Initial Service Design - Final Design Check Calculating Service Design - Final Design Check Calculating Sustained Service Design - Final Design Check Calculating Strength Design - Final Design Check Calculating Ductility Design - Final Design Check Laying Out Program Reinforcement Optimizing Program Reinforcement Layout Converting SSR Designs Converting Program Transverse Bar Designs Detailing User Transverse Reinforcement Detailing Program Reinforcement Estimating Costs This analysis has been completed successfully, check above for any warnings or errors. Edmonds LVL 1 South - Final w- Tower Crane Opening 6-26-2022.cpt - 7/6/2022 Calc Log (2) Calculating Ductility Design - Pass 1 Calculating Code Minimum Design - Pass 2 Calculating User Minimum Design - Pass 2 Calculating Initial Service Design - Pass 2 Calculating Service Design - Pass 2 Calculating Strength Design - Pass 2 Calculating Ductility Design - Pass 2 Calculating Code Minimum Design - Final Design Check Calculating User Minimum Design - Final Design Check Calculating Initial Service Design - Final Design Check Calculating Service Design - Final Design Check Calculating Strength Design - Final Design Check Calculating Ductility Design - Final Design Check Laying Out Program Reinforcement Optimizing Program Reinforcement Layout Converting SSR Designs Converting Program Transverse Bar Designs Detailing User Transverse Reinforcement Detailing Program Reinforcement Estimating Costs This analysis has been completed successfully, check above for any warnings or errors.