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Home My WebLink AboutCA_Structural Report_171103_v11033 WATERVLIET SHAKER RD, ALBANY, NY 12205 New York Georgia California New Jersey Colorado North Carolina a Structural Analysis and Design Report November 03, 2017 Site Name Sea Houser Way Infinigy Job Number 503-092 Client Verizon Wireless Site Location 1655 North 4th Street, Renton, WA, King County 47o ’ 29’ 17.4” N NAD83 122o 11’ 47.4” W NAD83 Mount Type FRP Enclosure Structure Type 37’ Tall Warehouse Building Structural Usage Ratio 91.3% Overall Result Pass Per your request, our office has performed a structural analysis of the existing rooftop structure and design of the proposed FRP enclosure at the above referenced address for the addition of wireless telecommunication appurtenances by Verizon Wireless. Upon reviewing the results of this analysis, it is our opinion that the rooftop structure meets the specified TIA, 2015 IBC and ASCE 7-10 Codes requirements, considering the recommendations outlined in this report are complete. The rooftop structure than will be adequate to support the proposed loading as listed in this report. Dmitriy Albul, P.E. 11/03/2017 Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 2 Contents Introduction………………………………………………………………… 3 Supporting Documentation………………………………………………… 3 Analysis Code Requirements………………………………………………. 3 Conclusion…………………………………………………………………. 3 Proposed Loading Configuration ………………………………………….. 4 Structure Usage …….….………………………………………….............. 4 Structural Notes……………………………………………………………. 5 Assumptions and Limitations……………………………………………… 5 APPENDIX A: Calculations and RISA-3D Outputs Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 3 Introduction Infinigy Engineering has been requested to perform a structural analysis of the existing rooftop structure for the proposed loadings and to design of the proposed FRP enclosure. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The frames, platform, and anchor bolts were analyzed using RISA-3D 15.0.4 software. Supporting Documentation Lease Exhibit Drawings Infinigy PLLC, dated 10/12/2017 Site Visit Photos Provided by Infinigy PLLC, dated 9/19/2017 Proposed Loading RFDS provide by Verizon Wireless, dated 08/04/2017 As-Built Structural Information Provided by Infinigy PLLC Analysis Code Requirements Wind Speed 85 mph (3-Second Gust)/(110 mph Ultimate Wind Speed) Live Loads Platform Live Load: 40 PSF Roof Live Load: 12 PSF Ground Snow Load 15 PSF TIA Revision ANSI/TIA-222-G Design Loads ASCE 7-10 Adopted IBC 2015 International Building Code w/ Washington State Amendments Concrete Code ACI 318-11 Structure Class II Exposure Category C Topographic Category 1 Seismic Loads Ss = 1.433g S1 = 0.537g Soil Type D - Stiff Soil (Assumed) Conclusion Upon reviewing the results of this analysis, it is our opinion that the roofrop structure meets the specified TIA, 2015 IBC and ASCE 7-10 Codes requirements, considering the recommendations outlined in this report are complete. The rooftop structure than will be adequate to support the proposed loading as listed in this report If you have any questions, require additional information, or actual conditions differ from those detailed in this report please contact us via the information below: Dmitriy Albul, P.E. structural@infinigy.com | www.infinigy.com Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 4 Proposed Loading Configuration Rad Center (ft) Qty. Appurtenance Mount Type Sector 48.2 8 Commscope JAHH-45C-R3B Installed Inside FRP Enclosure Alpha, Beta & Gamma 4 RRH 700 Unit 4 RRH 850 Unit 4 RRH PCS Unit 2 OVP Box 1 RBA-72-36 2 RBA-72-PSV Structure Usage FRP Enclosure Component Type % Capacity Pass / Fail Frame Columns 79.3 Pass Frame Horizontals 64.3 Pass Frame Diagonals 55.6 Pass Support Angles 38.6 Pass Support Beams 90.5 Pass Platform Posts 50.5 Pass Anchor Bolts 31.6 Pass Roof Beams 91.3 Pass* Columns 69.0 Pass RATING 91.3 Pass *See Construction Drawings for Roof Beam Modifications. Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 5 Structural Notes Structural steel materials: x Wide flange shapes: ASTM A992, Fy = 50 ksi x Channels, plates, angles, etc.: ASTM A36, Fy = 36 ksi x Pipes: ASTM A35, Grade B, Fy = 35 ksi x Tubes: ASTM A500, Grade B, Fy = 46 ksi x High strength bolts: ASTM A325, Fu = 120 ksi x Anchor rods: ASTM A307, Fu = 60 ksi Structural FRP materials: x HSS, angles, plates: ASTM D-790, Fb = 10 ksi x FRP bolts: ASTM D-790, Fb = 50 ksi Specifications: Welding personnel and procedures are to be qualified per AWS D1.1. unless specifically shown otherwise, design, fabrication and erection to be governed by the latest revisions of: x AISC specification for the design, fabrication and erection of structural steel for buildings. x AISC code of standard practice. x Structural welding code, AWS D1.1 of the American Welding Society. Connections: x Field connections are to be bolted, except as indicated otherwise. x Shop connections may be welded or bolted. x Connections are to be designed by the fabricator to develop either the full strength of the member or the forces shown on the plans (whichever governs). Coatings: x All exterior steel shall be hot-dip galvanized. Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 6 Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of “like new” and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure’s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. The actual building member’s mechanical properties are unknown and conservatively were assumed as shown below: x Columns: 12x12 DF Grade No. 1 x Main and Secondary Beams: Glulam 24F-1.8E DF Balanced. Structural Analysis and Design Report November 03, 2017 Sea Houser Way Page | 7 APPENDIX A: CALCULATIONS AND RISA-3D OUTPUTS SiteName:SeaHouserWay Client:VerizonWireless Carrier:VerizonWireless Engineer:DVA Date:11/2/2017 SiteInformationInputs: RooftopInputs: AdoptedBuildingCode:2012IBC RooftopWindSpeedͲUp?:No StructureLoadStandard:ASCE7Ͳ10 HeightAboveRoof(zr):0.00 ft AntennaLoadStandard:ASCE7Ͳ10 ParapetHeight: 0.00 ft StructureRiskCategory:II DistancetoEdgeofBuilding(Xb):0.00 ft StructureType:Rooftop HeightofBuilding(Hs):50.00 ft NumberofSectors:4 StructureShape1:Flat WidthofBuildingFace(Ws):0.00 ft WindLoadingInputs: DesignWindVelocity:110 mph(ultimate3Ͳsecondgust)qz(psf)Gh FST(psf)qz(psf)Gh FST(psf) WindCenterline1(z1):48.0 ft 28.55 0.85 48.54 3.78 0.85 8.46 SideFaceAngle(ɽ):90 degrees ExposureCategory:C TopographicCategory:1 CrestHeight(H): 0 ft TopographicFeature: Hill SlopeDistance(L): 0 ft DistancefromCrest(x): 0 ft IceLoadingInputs: IsIceLoadingNeeded?:No IceWindVelocity: 40 mph(ultimate3Ͳsecondgust) BaseIceThickness: 0.75 in AppurtenanceName Elevation(ft)Total Quantity Ka Front Shape Side Shape qz (psf) EPA (ft2) Fz (lbs) Fx (lbs) Fz(90) (lbs) Fx(0) (lbs) CommscopeJAHHͲ45CͲR3B 48.0 4 1.00 Flat Flat 28.55 15.89 385.68 183.66 183.66 385.68 CommscopeJAHHͲ45CͲR3B 48.0 4 1.00 Flat Flat 28.55 15.89 385.68 183.66 183.66 385.68 RRH850Unit 48.0 4 1.00 Flat Flat 28.55 1.86 45.05 28.36 28.36 45.05 RRH700Unit 48.0 4 1.00 Flat Flat 28.55 2.79 67.73 41.83 41.83 67.73 RRHPCSUnit 48.0 4 1.00 Flat Flat 28.55 3.11 75.36 60.41 60.41 75.36 OVPBox 48.0 2 1.00 Flat Flat 28.55 1.60 38.83 32.36 32.36 38.83 RBA72ͲPSV 44.0 1 1.00 Flat Flat 28.03 23.46 559.03 428.92 428.92 559.03 RBA72ͲPSV 44.0 1 1.00 Flat Flat 28.03 23.46 559.03 428.92 428.92 559.03 RBA72Ͳ36 44.0 1 1.00 Flat Flat 28.03 24.36 580.47 514.70 514.70 580.47 INFINIGYWINDLOADCALCULATOR3.0.2 InputAppurtenanceInformationandLoadPlacements:ERROR:Kafactorcannotbelessthan1.0forMounts. WindwithIceWindwithNoIce SiteName:SeaHouserWay Client:VerizonWireless Carrier:VerizonWireless Engineer:DVA Date:11/2/2017 SiteInformationInputs: AdoptedBuildingCode:2012IBC StructureLoadStandard:ASCE7Ͳ10 AntennaLoadStandard:ASCE7Ͳ10 StructureRiskCategory:II SiteClass:DͲStiffSoil StructureType:Rooftop NumberofSectors:4 SeismicLoadingInputs: Ss:1.433 g S1:0.537 g AverageRoofHeight:38.0 ft ap:1.0 Rp:2.5 ɏo:1.0 Fa:1.000 Fv:1.500 SDS:0.955 g SD1:0.537 g AppurtenanceName Attachment Elevation(ft) Total Quantity Front Shape Side Shape Weight (lbs) FpMax (lb) FpMin (lb) FpDesign (lb)Fz(lbs) Fx(lbs) CommscopeJAHHͲ45CͲR3B 48.0 4.0 Flat Flat 106.30 162.48 30.47 48.74 48.74 48.74 CommscopeJAHHͲ45CͲR3B 48.0 4.0 Flat Flat 106.30 162.48 30.47 48.74 48.74 48.74 RRH850Unit 48.0 4.0 Flat Flat 57.30 87.58 16.42 26.28 26.28 26.28 RRH700Unit 48.0 4.0 Flat Flat 74.90 114.49 21.47 34.35 34.35 34.35 RRHPCSUnit 48.0 4.0 Flat Flat 75.00 114.64 21.50 34.39 34.39 34.39 OVPBox 48.0 2.0 Flat Flat 32.00 48.91 9.17 14.67 14.67 14.67 RBA72ͲPSV 44.0 1.0 Flat Flat 2185.00 3339.85 626.22 1001.95 1001.95 1001.95 RBA72ͲPSV 44.0 1.0 Flat Flat 2185.00 3339.85 626.22 1001.95 1001.95 1001.95 RBA72Ͳ36 44.0 1.0 Flat Flat 4200.00 6419.84 1203.72 1925.95 1925.95 1925.95 INFINIGYSEISMICLOADCALCULATOR3.0.2 InputAppurtenanceInformationandLoadPlacements: Date: 11/2/2017 Client: VerizonWireless Carrier: VerizonWireless Engineer: DVA Site: SeaHouserWay Job#: 503Ͳ092 SeismicDesignRequirementsforNonͲStructuralComponents ASCE7Ͳ10Chapter13 13.3.1SeismicDesignForce ap:1 ComponentAmplificationFactorͲTable13.5Ͳ1 Rp:2.5 ComponentResponseModificationFactorͲTable13.5Ͳ1 ɏo: 1 ComponentOverstrengthCoefficientͲTable13.5Ͳ1 CabinetHeight: 72.0 in CabinetWidth: 40.6 in CabinetLength: 36.0 in WP:4200 lbs ComponentOperatingWeight z: 41 ft ElevationofPointofAttachmentofComponent h: 39 ft AverageRoofHeightofStructure Ss:1.433 g S1:0.537 g SiteClass: D ANSI/TIAͲ222ͲGTable2Ͳ11(Defaultis"D") StructureClass: II ANSI/TIAͲ222ͲGTable2Ͳ1(Defaultis"II") ImportanceFactor: 1 Fa:1.000 ASCE7Ͳ10Table11.4Ͳ1 Fv:1.500 ASCE7Ͳ10Table11.4Ͳ2 SDS:0.955 g SD1:0.537 g FpMax:6419.84 lbs 13.3.2 FpMin:1203.72 lbs 13.3.3 FpDesign:1991.80 lbs 13.3.1 Ev7Factor(0.9Ͳ0.2Sds):0.71 TotalSeismicDesignForce:1991.80 lbs AnchorageShearForce:1991.80 lbs 12.4.3.1 TotalWindDesignForce:580.50 lbs CabinetBaseShear SeismicForceGoverns Date: 11/2/2017 Client VerizonWireless Carrier VerizonWireless Engineer: DVA Site: SeaHouserWay Job#: 503Ͳ092 SeismicForce V: 1991.80 lbs FactoredW: 2977.52 lbs Height(h): 72 in Length(L): 36.00 in R1:Ͳ503.04 lbs R2: 3480.56 lbs R1isintension #ofBolts: 4 UltLoad/Bolt FactoredLoad(I=0.75#ofBolts FactorJointCapacity Axial(lb) 4493 3370 1 3370 Shear(lb) 2880 2160 1 2160 T/ITn 0.075 V/IVn 0.231 ч1.0 0.305 OK CabinetBoltCapacity(3/8"A307) InteractionCheck hw R1 V R2 L Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Enclosure Model SK - 1 Nov 1, 2017 at 4:59 PM Sea Houser Way 10-26-17 Enclos... Y XZ Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Dead Load SK - 2 Nov 1, 2017 at 4:59 PM Sea Houser Way 10-26-17 Enclos... -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft -10lb/ft-10lb/ft -10lb/ft -10lb/ft -10lb/ft-10lb/ft -10lb/ft -10lb/ft -90.65lb -90.65lb -119.25lb -119.25lb -119.25lb -119.25lb -106.65lb -106.65lb -119.25lb -119.25lb -106.65lb -106.65lb -119.25lb -119.25lb -90.65lb -90.65lb -1092.5lb -1092.5lb -2100lb -1092.5lb -1092.5lb -2100lb -8psf Y XZ Loads: BLC 1, Dead Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Floor Live Load SK - 3 Nov 1, 2017 at 4:59 PM Sea Houser Way 10-26-17 Enclos... -40psf Y XZ Loads: BLC 2, Floor Live Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Snow Load SK - 4 Nov 1, 2017 at 5:00 PM Sea Houser Way 10-26-17 Enclos... -15psf Y XZ Loads: BLC 3, Snow Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Wind Load X SK - 5 Nov 1, 2017 at 5:00 PM Sea Houser Way 10-26-17 Enclos... -50psf -50psf Y XZ Loads: BLC 4, Wind X Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Wind Load Z SK - 6 Nov 1, 2017 at 5:00 PM Sea Houser Way 10-26-17 Enclos... -50psf -50psf Y XZ Loads: BLC 5, Wind Z Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Member Bending Check SK - 7 Nov 1, 2017 at 5:00 PM Sea Houser Way 10-26-17 Enclos... .2 0 .5 6 .16 .7 8 .5 6 .2 2 .16 .2 4 .5 1 .34 .5 6 .6 4 .3 4 .16 .91 .5 6 .7 7 .7 8 .1 6 .7 3 .3 5 .34 .3 5 .91 .3 5 .3 2 .0 2 .39 .6 4 .16 .2 7 .91 .5 6 .6 4 .2 4 .0 4 .3 1 .91 .36 .0 4 .4 0 .3 1 .0 2 .39 .91 .3 3 .7 9 .3 7 .2 4 .7 8 .6 4 .3 9 .91 .16 .36 .3 9.3 9 . 3 2 .0 2 .3 1 .7 8 .52 .91 .3 1 .1 6 .0 4 .27 .5 6 .3 1 .3 3 .7 8 .2 4 .7 8 .91 .3 8 .16 .0 4 .4 1 .3 6 .52 .7 8 .6 1 .3 1 .3 8 .2 4 .2 0 .7 8 .34 .0 3 .3 4 .3 1 .3 3 .16 .2 7 .7 7 .6 1 .4 3 .3 8 .0 3 .7 8 .34 .3 8 .3 2 .0 5 .33 .39 .33 .16 .33 .4 3 .5 6 .4 3 .3 8 .36 .4 1 .4 0 .39 .0 4 .0 4 .3 8 .4 3 .7 9 .5 6 .7 8 .5 6 .36 . 3 2 .27 .39 .52 .39.39 .2 2 .3 6 .5 6.52 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Results for LC 47, (0.9-0.2Sds) + 1.0E AZI 000 Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA (Enclosure) Shear Check SK - 8 Nov 1, 2017 at 5:01 PM Sea Houser Way 10-26-17 Enclos... .1 7 .1 5 .09 .1 6 .1 5 .1 7 .09 .0 7 .1 0 .10 .1 5 .1 1 .0 5 .09 .12 .1 5 .1 5 .2 5 .0 5 .1 4 .0 2 .10 .0 2 .12 .0 2 .0 3 .0 2 .09 .1 1 .09 .0 3 .12 .1 5 .1 1 .0 7 .0 1 .0 3 .12 .14 .0 1 .0 5 .0 7 .0 2 .09 .12 .0 2 .1 6 .0 5 .0 7 .2 5 .1 1 .0 2 .12 .09 .14 .0 2.0 2 . 0 3 .0 2 .0 3 .1 6 .15 .12 .0 7 .0 5 .0 2 .03 .1 5 .0 7 .0 2 .2 5 .0 6 .2 5 .12 .0 2 .09 .0 1 .0 8 .0 7 .15 .2 5 .1 1 .0 3 .0 2 .0 7 .1 7 .2 5 .10 .0 2 .0 5 .0 7 .0 2 .09 .0 2 .1 5 .1 1 .0 6 .0 2 .0 1 .2 5 .10 .0 2 .0 3 .0 1 .03 .09 .03 .09 .03 .0 6 .1 8 .0 6 .0 2 .14 .0 8 .0 5 .09 .0 2 .0 2 .0 2 .0 6 .1 6 .1 8 .2 5 .1 8 .14 . 0 3 .02 .02 .15 .02.02 .1 7 .0 7 .1 8.15 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Results for LC 47, (0.9-0.2Sds) + 1.0E AZI 000 Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N4 N25 Sec Platform B...HBrace Wide Flange A992 Typical 2 M2 N2 N27 Sec Platform B...HBrace Wide Flange A992 Typical 3 M3 N7 N5 Main Platform ...HBrace Wide Flange A992 Typical 4 M4 N8 N7 Main Platform ...HBrace Wide Flange A992 Typical 5 M5 N12 N10 Main Platform ...HBrace Wide Flange A992 Typical 6 M6 N13 N12 Main Platform ...HBrace Wide Flange A992 Typical 7 M7 N2 N24 FRP Column Column Tube FRP Typical 8 M8 N1 N21 FRP Column Column Tube FRP Typical 9 M9 N4 N22 FRP Column Column Tube FRP Typical 10 M10 N3 N23 FRP Column Column Tube FRP Typical 11 M11 N18 N53 180 Supp FRP Be...Beam Tube FRP Typical 12 M12 N15 N54 180 Supp FRP Be...Beam Tube FRP Typical 13 M13 N16 N55 180 Supp FRP Be...Beam Tube FRP Typical 14 M14 N17 N52 180 Supp FRP Be...Beam Tube FRP Typical 15 M15 N12 N20 FRP Column Column Tube FRP Typical 16 M16 N24 N38 180 Supp FRP Be...Beam Tube FRP Typical 17 M17 N21 N26 180 Supp FRP Be...Beam Tube FRP Typical 18 M18 N22 N20 180 Supp FRP Be...Beam Tube FRP Typical 19 M19 N23 N28 180 Supp FRP Be...Beam Tube FRP Typical 20 M20 N27 N80 Grating Beam ...Beam Channel A992 Typical 21 M21 N25 N26 FRP Column Column Tube FRP Typical 22 M22 N27 N28 FRP Column Column Tube FRP Typical 23 M23 N29 N30 90 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 24 M24 N19 N31 90 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 25 M25 N32 N33 180 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 26 M26 N34 N35 180 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 27 M27 N36 N37 180 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 28 M28 N38 N39 180 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 29 M29 N40 N41 90 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 30 M30 N42 N43 90 Antenna Supp ...HBrace Single Angle A36 Gr.36 Typical 31 M31 N66 N68 Mount Pipe Column Pipe A53 Gr.B Typical 32 M32 N67 N69 Mount Pipe Column Pipe A53 Gr.B Typical 33 M33 N44 N45 Mount Pipe Column Pipe A53 Gr.B Typical 34 M34 N46 N47 Mount Pipe Column Pipe A53 Gr.B Typical 35 M35 N70 N72 Mount Pipe Column Pipe A53 Gr.B Typical 36 M36 N71 N73 Mount Pipe Column Pipe A53 Gr.B Typical 37 M37 N48 N49 Mount Pipe Column Pipe A53 Gr.B Typical 38 M38 N50 N51 Mount Pipe Column Pipe A53 Gr.B Typical 39 M39 N24 N18 FRP Column Column Tube FRP Typical 40 M40 N21 N15 FRP Column Column Tube FRP Typical 41 M41 N22 N16 FRP Column Column Tube FRP Typical 42 M42 N23 N17 FRP Column Column Tube FRP Typical 43 M43 N28 N52 FRP Column Column Tube FRP Typical 44 M44 N26 N54 FRP Column Column Tube FRP Typical 45 M45 N20 N55 FRP Column Column Tube FRP Typical 46 M46 N57 N79 Grating Beam ...Beam Channel A992 Typical 47 M47 N59 N82 Grating Beam ...Beam Channel A992 Typical 48 M48 N25 N1 Sec Platform B...HBrace Wide Flange A992 Typical 49 M49 N27 N3 Sec Platform B...HBrace Wide Flange A992 Typical 50 M50 N53 N15 180 Supp FRP Be...Beam Tube FRP Typical 51 M51 N54 N16 180 Supp FRP Be...Beam Tube FRP Typical 52 M52 N55 N17 180 Supp FRP Be...Beam Tube FRP Typical 53 M53 N52 N18 180 Supp FRP Be...Beam Tube FRP Typical 54 M54 N19 N21 180 Supp FRP Be...Beam Tube FRP Typical 55 M55 N26 N22 180 Supp FRP Be...Beam Tube FRP Typical 56 M56 N20 N23 180 Supp FRP Be...Beam Tube FRP Typical RISA-3D Version 13.0.0 Page 1 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 57 M57 N28 N24 180 Supp FRP Be...Beam Tube FRP Typical 58 M58 N8 N9 Platform Post VBrace Wide Flange A500 Gr.B...Typical 59 M59 N7 N60 Platform Post VBrace Wide Flange A500 Gr.B...Typical 60 M60 N5 N6 Platform Post VBrace Wide Flange A500 Gr.B...Typical 61 M61 N10 N11 Platform Post VBrace Wide Flange A500 Gr.B...Typical 62 M62 N13 N14 Platform Post VBrace Wide Flange A500 Gr.B...Typical 63 M63 N12 N61 Platform Post VBrace Wide Flange A500 Gr.B...Typical 64 M64 N81 N25 Grating Beam ...Beam Channel A992 Typical 65 M65 N78 N56 Grating Beam ...Beam Channel A992 Typical 66 M66 N83 N58 Grating Beam ...Beam Channel A992 Typical 67 M67 N62 N38 FRP Column Column Tube FRP Typical 68 M68 N38 N36 FRP Column Column Tube FRP Typical 69 M69 N63 N19 FRP Column Column Tube FRP Typical 70 M70 N19 N29 FRP Column Column Tube FRP Typical 71 M71 N65 N64 Supp FRP Be...Beam Tube FRP Typical 72 M72 N23 N52 Wind Bracing VBrace Single Angle FRP Typical 73 M73 N52 N24 Wind Bracing VBrace Single Angle FRP Typical 74 M74 N22 N54 Wind Bracing VBrace Single Angle FRP Typical 75 M75 N54 N21 Wind Bracing VBrace Single Angle FRP Typical 76 M76 N18 N38 Wind Bracing VBrace Single Angle FRP Typical 77 M77 N15 N19 Wind Bracing VBrace Single Angle FRP Typical 78 M78 N16 N20 Wind Bracing VBrace Single Angle FRP Typical 79 M79 N20 N17 Wind Bracing VBrace Single Angle FRP Typical 80 M80 N74 N75 Sec Center Be...HBrace Wide Flange A992 Typical 81 M81 N76 N77 Sec Center Be...HBrace Wide Flange A992 Typical 82 M82 N82 N83 Grating Beam ...Beam Channel A992 Typical 83 M83 N81 N80 Grating Beam ...Beam Channel A992 Typical 84 M84 N78 N79 Grating Beam ...Beam Channel A992 Typical Material Takeoff Material Size Pieces Length[in] Weight[LB] 1 Hot Rolled Steel 2 A36 Gr.36 L4x4x4 8 1011.5 553.6 3 A500 Gr.B Rect HSS6x6x8 6 174 516.9 4 A53 Gr.B PIPE_2.0 8 792 229.1 5 A992 W6x8.5 9 684 488.8 6 A992 W8x18 2 384 572.8 7 A992 W8x31 8 1284 3324.2 8 FRP HSS6x6x3 25 2805.2 .7 9 FRP HSS6x6x8 18 1458 .9 10 Total HR Steel 84 8592.8 5686.8 Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 1 Dead DL -1 50 17 1 2 Floor Live LL 1 3 Snow SL 1 4 Wind X WLX 2 5 Wind Z WLZ 2 6 Seismic Load AZI 000 ELZ 50 7 Seismic Load AZI 090 ELX 50 8 BLC 1 Transient Area Loads None 9 9 BLC 2 Transient Area Loads None 9 10 BLC 3 Transient Area Loads None 9 RISA-3D Version 13.0.0 Page 2 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Basic Load Cases (Continued) BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 11 BLC 4 Transient Area Loads None 494 12 BLC 5 Transient Area Loads None 418 Load Combinations Description Solve PDe...SRSS B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa... 1 IBC 16-1 Yes Y DL 1.4 2 IBC 16-2 (a)Yes Y DL 1.2 LL 1.6 L...1.6 R....5 3 IBC 16-2 (b)Yes Y DL 1.2 LL 1.6 L...1.6 SL .5 S....5 4 IBC 16-2 (c)Yes Y DL 1.2 LL 1.6 L...1.6 5 IBC 16-3 (a)Yes Y DL 1.2 R...1.6 LL .5 L...1 6 IBC 16-3 (c)Yes Y DL 1.2 SL 1.6 S...1.6 LL .5 L...1 7 IBC 16-3 (b) (a)Yes Y DL 1.2 R...1.6 W....5 8 IBC 16-3 (b) (b)Yes Y DL 1.2 R...1.6 W....5 9 IBC 16-3 (b) (c)Yes Y DL 1.2 R...1.6 W...-.5 10 IBC 16-3 (b) (d)Yes Y DL 1.2 R...1.6 W...-.5 11 IBC 16-3 (d) (a)Yes Y DL 1.2 SL 1.6 S...1.6 W....5 12 IBC 16-3 (d) (b)Yes Y DL 1.2 SL 1.6 S...1.6 W....5 13 IBC 16-3 (d) (c)Yes Y DL 1.2 SL 1.6 S...1.6 W...-.5 14 IBC 16-3 (d) (d)Yes Y DL 1.2 SL 1.6 S...1.6 W...-.5 15 IBC 16-3 (f) (a)Yes Y DL 1.2 W....5 16 IBC 16-3 (f) (b)Yes Y DL 1.2 W....5 17 IBC 16-3 (f) (c)Yes Y DL 1.2 W...-.5 18 IBC 16-3 (f) (d)Yes Y DL 1.2 W...-.5 19 IBC 16-4 (a) (a)Yes Y DL 1.2 W...1 LL .5 L...1 R....5 20 IBC 16-4 (a) (b)Yes Y DL 1.2 W...1 LL .5 L...1 R....5 21 IBC 16-4 (a) (c)Yes Y DL 1.2 W...-1 LL .5 L...1 R....5 22 IBC 16-4 (a) (d)Yes Y DL 1.2 W...-1 LL .5 L...1 R....5 23 IBC 16-4 (b) (a)Yes Y DL 1.2 W...1 LL .5 L...1 SL .5 S....5 24 IBC 16-4 (b) (b)Yes Y DL 1.2 W...1 LL .5 L...1 SL .5 S....5 25 IBC 16-4 (b) (c)Yes Y DL 1.2 W...-1 LL .5 L...1 SL .5 S....5 26 IBC 16-4 (b) (d)Yes Y DL 1.2 W...-1 LL .5 L...1 SL .5 S....5 27 IBC 16-4 (c) (a)Yes Y DL 1.2 W...1 LL .5 L...1 28 IBC 16-4 (c) (b)Yes Y DL 1.2 W...1 LL .5 L...1 29 IBC 16-4 (c) (c)Yes Y DL 1.2 W...-1 LL .5 L...1 30 IBC 16-4 (c) (d)Yes Y DL 1.2 W...-1 LL .5 L...1 31 IBC 16-6 (a)Yes Y DL .9 W...1 32 IBC 16-6 (b)Yes Y DL .9 W...1 33 IBC 16-6 (c)Yes Y DL .9 W...-1 34 IBC 16-6 (d)Yes Y DL .9 W...-1 35 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...1 36 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E....866 E....5 37 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E....5 E....866 38 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...1 39 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-.5 E....866 40 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-.8...E....5 41 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-1 42 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-.8...E...-.5 43 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-.5 E...-.8... 44 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E...-1 45 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E....5 E...-.8... 46 (1.2+0.2Sds) + 1.0 E A...Yes Y DL 1.3...E....866 E...-.5 47 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...1 48 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E....866 E....5 49 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E....5 E....866 50 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...1 RISA-3D Version 13.0.0 Page 3 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Load Combinations (Continued) Description Solve PDe...SRSS B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa... 51 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-.5 E....866 52 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-.8...E....5 53 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-1 54 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-.8...E...-.5 55 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-.5 E...-.8... 56 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E...-1 57 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E....5 E...-.8... 58 (0.9-0.2Sds) + 1.0E A...Yes Y DL .709 E....866 E...-.5 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N6 max 2232.17 23 3654.402 26 5360.784 32 4.109 32 7.74 25 4.658 25 2 min -2233.043 25 -1895.828 32 -7825.177 26 -4.374 26 -7.686 23 -4.672 23 3 N9 max 2231.92 23 3657.572 24 7824.327 24 4.365 24 7.685 23 4.658 25 4 min -2233.097 25 -1893.494 34 -5361.519 34 -4.115 34 -7.741 25 -4.671 23 5 N11 max 2134.026 23 3326.084 26 5399.97 32 5.15 32 7.558 25 4.511 25 6 min -2154.859 25 -1618.638 32 -7756.643 26 -5.417 26 -7.543 23 -4.451 23 7 N14 max 2133.736 23 3333.522 24 7769.117 24 5.417 24 7.543 23 4.511 25 8 min -2154.884 25 -1612.974 34 -5390.557 34 -5.15 34 -7.559 25 -4.451 23 9 N60 max 6030.814 31 20915.219 25 1757.87 26 2.12 32 .304 26 14.506 25 10 min -5866.949 25 -505.22 31 -1755.362 24 -2.125 34 -.303 24 -14.754 31 11 N61 max 10913.609 23 22155.692 23 1430.682 26 3.224 32 .519 34 32.48 21 12 min -11028.498 33 486.19 33 -1456.398 24 -3.234 34 -.518 32 -32.62 23 13 Totals:max 25650.018 23 45534.389 3 21599.997 32 14 min -25650.018 25 14059.559 51 -21599.997 34 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[...DirLCphi*Pn... phi*Pnt...phi*Mn...phi*Mn...Cb Eqn 1 M81 W8x18 .905 96 3 .118 192 y 3 48842....236700 17.475 35.025 1...H1-1b 2 M80 W8x18 .905 96 3 .118 192 y 3 48842....236700 17.475 35.025 1...H1-1b 3 M8 HSS6x6x8 .793 0 25 .163 0 y 25 86796....87660 14.85 14.85 1 H1-1b 4 M7 HSS6x6x8 .793 0 25 .163 0 y 25 86796....87660 14.85 14.85 1 H1-1b 5 M3 W8x31 .776 0 25 .249 16.4...y 25 291554...410850 52.791 113.877 1...H1-1b 6 M4 W8x31 .776 225 25 .248 208....y 25 291554...410850 52.791 113.877 1...H1-1b 7 M9 HSS6x6x8 .776 0 23 .156 0 z 26 86796....87660 14.85 14.85 1 H1-1b 8 M10 HSS6x6x8 .775 0 23 .156 0 z 24 86796....87660 14.85 14.85 1 H1-1b 9 M22 HSS6x6x8 .772 0 25 .153 0 y 25 86796....87660 14.85 14.85 1 H1-1b 10 M21 HSS6x6x8 .772 0 25 .153 0 y 25 86796....87660 14.85 14.85 1 H1-1b 11 M15 HSS6x6x8 .726 0 26 .139 0 z 26 86796....87660 14.85 14.85 1 H1-1b 12 M18 HSS6x6x3 .643 54.625 21 .112 95 z 23 29356....35820 4.975 4.975 1 H1-1b 13 M56 HSS6x6x3 .642 59.375 21 .112 19 z 23 29356....35820 4.975 4.975 1 H1-1b 14 M67 HSS6x6x8 .611 0 24 .113 0 z 24 86796....87660 14.85 14.85 1 H1-1b 15 M69 HSS6x6x8 .611 0 26 .113 0 z 26 86796....87660 14.85 14.85 1 H1-1b 16 M6 W8x31 .565 225 23 .149 208....y 23 291554...410850 52.791 113.877 1...H1-1b 17 M5 W8x31 .565 0 23 .149 16.4...y 23 291554...410850 52.791 113.877 1...H1-1b 18 M50 HSS6x6x3 .556 21.375 24 .180 0 z 20 29356....35820 4.975 4.975 1 H1-1b 19 M11 HSS6x6x3 .556 92.625 26 .180 93.8...z 20 29356....35820 4.975 4.975 1 H1-1b 20 M53 HSS6x6x3 .521 12 23 .149 12 z 31 29356....35820 4.975 4.975 1 H1-1b 21 M12 HSS6x6x3 .520 84 23 .149 84 z 31 29356....35820 4.975 4.975 1 H1-1b 22 M63 HSS6x6x8 .505 29 23 .104 0 y 21 398661...403236 68.31 68.31 1...H1-1b 23 M68 HSS6x6x8 .433 0 24 .057 0 z 24 86796....87660 14.85 14.85 1 H1-1b 24 M70 HSS6x6x8 .433 0 26 .057 0 z 26 86796....87660 14.85 14.85 1 H1-1b 25 M16 HSS6x6x3 .413 46.5 23 .075 93 z 23 29356....35820 4.975 4.975 1 H1-1b 26 M54 HSS6x6x3 .413 46.5 23 .075 0 z 23 29356....35820 4.975 4.975 1 H1-1b RISA-3D Version 13.0.0 Page 4 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc[...DirLCphi*Pn... phi*Pnt...phi*Mn...phi*Mn...Cb Eqn 27 M43 HSS6x6x8 .401 0 25 .054 99 z 20 86796....87660 14.85 14.85 1 H1-1b 28 M44 HSS6x6x8 .401 0 25 .054 99 z 22 86796....87660 14.85 14.85 1 H1-1b 29 M57 HSS6x6x3 .395 51 24 .090 0 z 25 29356....35820 4.975 4.975 1 H1-1b 30 M17 HSS6x6x3 .394 45 26 .090 84 z 25 29356....35820 4.975 4.975 1 H1-1b 31 M27 L4x4x4 .386 83.546 23 .020 125....y 24 17020....62532 3.138 5.042 1...H2-1 32 M25 L4x4x4 .385 39.863 25 .018 0 y 24 16427....62532 3.138 4.976 1...H2-1 33 M23 L4x4x4 .382 83.546 23 .020 125....z 26 17020....62532 3.138 5.108 1...H2-1 34 M29 L4x4x4 .376 39.863 25 .018 0 z 26 16427....62532 3.138 5.006 1...H2-1 35 M45 HSS6x6x8 .369 0 24 .050 0 z 20 86796....87660 14.85 14.85 1 H1-1b 36 M51 HSS6x6x3 .364 12 25 .141 0 z 25 29356....35820 4.975 4.975 1 H1-1b 37 M14 HSS6x6x3 .363 84 25 .141 84 z 25 29356....35820 4.975 4.975 1 H1-1b 38 M40 HSS6x6x8 .357 0 25 .066 95.9...y 25 86796....87660 14.85 14.85 1 H1-1b 39 M39 HSS6x6x8 .357 0 25 .066 95.9...y 25 86796....87660 14.85 14.85 1 H1-1b 40 M26 L4x4x4 .345 65.11 22 .023 127....y 23 16427....62532 3.138 4.92 1...H2-1 41 M55 HSS6x6x3 .344 53 26 .104 12 z 20 29356....35820 4.975 4.975 1 H1-1b 42 M19 HSS6x6x3 .343 43 24 .104 84 z 22 29356....35820 4.975 4.975 1 H1-1b 43 M41 HSS6x6x8 .342 0 23 .054 95.9...y 23 86796....87660 14.85 14.85 1 H1-1b 44 M42 HSS6x6x8 .342 0 23 .054 95.9...y 23 86796....87660 14.85 14.85 1 H1-1b 45 M30 L4x4x4 .334 55.808 20 .023 127....z 23 16427....62532 3.138 4.918 1...H2-1 46 M28 L4x4x4 .331 41.773 23 .027 0 y 19 17020....62532 3.138 5.081 1...H2-1 47 M74 HSS6x6x3 .323 66.078 23 .030 0 y 32 19299....35820 4.975 4.975 1...H1-1a 48 M75 HSS6x6x3 .323 71.824 25 .028 137....y 26 19299....35820 4.975 4.975 1...H1-1a 49 M72 HSS6x6x3 .323 66.078 23 .030 137....y 34 19299....35820 4.975 4.975 1...H1-1a 50 M73 HSS6x6x3 .322 71.824 25 .028 0 y 24 19299....35820 4.975 4.975 1...H1-1a 51 M24 L4x4x4 .310 83.546 19 .026 125....z 19 17020....62532 3.138 5.019 1...H2-1 52 M13 HSS6x6x3 .307 95 26 .072 95 z 25 29356....35820 4.975 4.975 1 H1-1b 53 M52 HSS6x6x3 .306 19 24 .072 19 z 25 29356....35820 4.975 4.975 1 H1-1b 54 M78 HSS6x6x3 .274 78.639 26 .030 150....y 23 17744....35820 4.975 4.975 1...H1-1a 55 M79 HSS6x6x3 .274 72.348 24 .030 0 y 23 17744....35820 4.975 4.975 1...H1-1a 56 M76 HSS6x6x3 .274 72.16 24 .017 0 y 25 19543....35820 4.975 4.975 1...H1-1a 57 M77 HSS6x6x3 .274 72.16 26 .017 0 y 25 19543....35820 4.975 4.975 1...H1-1a 58 M46 W6x8.5 .239 48.75 3 .074 97.5 y 3 47027....113400 5.646 17.184 1...H1-1b 59 M65 W6x8.5 .239 48.75 3 .074 0 y 3 47027....113400 5.646 17.184 1...H1-1b 60 M66 W6x8.5 .239 48.75 3 .074 0 y 3 47027....113400 5.646 17.184 1...H1-1b 61 M47 W6x8.5 .239 48.75 3 .074 97.5 y 3 47027....113400 5.646 17.184 1...H1-1b 62 M59 HSS6x6x8 .239 29 25 .057 0 y 31 398661...403236 68.31 68.31 1...H1-1b 63 M58 HSS6x6x8 .218 0 24 .173 0 z 25 398661...403236 68.31 68.31 1...H1-1b 64 M60 HSS6x6x8 .218 0 26 .173 0 z 25 398661...403236 68.31 68.31 1...H1-1b 65 M62 HSS6x6x8 .201 0 24 .169 0 z 23 398661...403236 68.31 68.31 1...H1-1b 66 M61 HSS6x6x8 .200 0 26 .169 0 z 23 398661...403236 68.31 68.31 1...H1-1b 67 M1 W8x31 .162 0 24 .087 48 z 22 358179...410850 52.791 113.877 1...H1-1b 68 M49 W8x31 .162 96 26 .087 48 z 20 358179...410850 52.791 113.877 1...H1-1b 69 M20 W6x8.5 .161 48.75 3 .046 97.5 y 3 47027....113400 5.646 17.184 1...H1-1b 70 M64 W6x8.5 .161 48.75 3 .046 0 y 3 47027....113400 5.646 17.184 1...H1-1b 71 M48 W8x31 .159 96 24 .088 48 z 34 358179...410850 52.791 113.877 1...H1-1b 72 M2 W8x31 .159 0 26 .088 48 z 32 358179...410850 52.791 113.877 1...H1-1b 73 M71 HSS6x6x3 .054 21 25 .014 41.5...z 19 28318....35820 4.975 4.975 1...H1-1b 74 M35 PIPE_2.0 .041 84.563 44 .021 0 20 14206....32130 1.872 1.872 1...H1-1b 75 M32 PIPE_2.0 .039 84.563 36 .021 0 24 14206....32130 1.872 1.872 1...H1-1b 76 M37 PIPE_2.0 .039 84.563 36 .013 0 23 14206....32130 1.872 1.872 1...H1-1b 77 M33 PIPE_2.0 .039 84.563 40 .013 0 23 14206....32130 1.872 1.872 1...H1-1b 78 M34 PIPE_2.0 .037 84.563 35 .013 0 20 14206....32130 1.872 1.872 1 H1-1b 79 M36 PIPE_2.0 .035 84.563 40 .021 0 26 14206....32130 1.872 1.872 1...H1-1b 80 M31 PIPE_2.0 .032 84.563 44 .021 0 22 14206....32130 1.872 1.872 1...H1-1b 81 M38 PIPE_2.0 .031 84.563 41 .013 0 22 14206....32130 1.872 1.872 1 H1-1b 82 M82 W6x8.5 .022 16.5 3 .023 33 y 3 102523...113400 5.646 20.974 1...H1-1b 83 M84 W6x8.5 .022 16.5 3 .023 33 y 3 102523...113400 5.646 20.974 1...H1-1b RISA-3D Version 13.0.0 Page 5 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Company : Infinigy Engineering, PLLC Nov 1, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA (Enclosure) Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc[...DirLCphi*Pn... phi*Pnt...phi*Mn...phi*Mn...Cb Eqn 84 M83 W6x8.5 .015 16.5 3 .015 0 y 3 102523...113400 5.646 20.974 1...H1-1b RISA-3D Version 13.0.0 Page 6 [C:\...\...\...\...\Sea Houser Way 10-26-17 Enclosure Only.r3d] Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA Partial Building Model SK - 1 Nov 2, 2017 at 6:13 PM Sea Houser Way 11-01-17.r3d Y XZ Infinigy Engineering, PLLC DVA 503-092 Sea Houser Way, WA Member Bending Check SK - 2 Nov 2, 2017 at 6:14 PM Sea Houser Way 11-01-17.r3d .2 8 .81 .3 1.81 .3 1 .81 .64 .2 9 .64 .3 1 .91 .3 7 .64.64 .3 1.91 .64 .3 4 .6 3 .91 .64 .70 .2 8 .81 .3 2 .70 .3 6 .81 .81.70.3 6 .3 6.70 .3 4.81 .81.70 .3 3 .6 9 .86 .81 .70 .3 6 .64 .70 .2 8 .88 .3 4 .64 .88 .86 .3 6 .3 5.88.64.3 1 .3 7.88.64 .86 .3 4 .88 .3 6 .64 .3 1 .6 4 .88 .64 .3 7 .81 .86.3 3 .3 6 .88 .3 1 .3 6.81 .86 .3 2 .3 7 .4 1 .88 .3 1 .81 .3 2 .3 7 .88 .86 .88.3 2 .3 7 .88 .3 2 .3 2 .86 .3 6 .88 .3 4 .3 6 .4 4 .88 .3 7 .88 .3 2 .88 .3 7 .88 .3 5 .88 .3 2 .4 3.3 6 .88 .3 6 .88 .4 2 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Results for LC 1, IBC 16-8 Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M4 N102 N1 Column Column Rectangular DF Typical 2 M5 N98 N2 Column Column Rectangular DF Typical 3 M6 N14 N15 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 4 M7 N15 N16 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 5 M8 N16 N17 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 6 M9 N17 N18 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 7 M10 N23 N24 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 8 M11 N24 N25 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 9 M12 N25 N26 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 10 M13 N26 N27 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 11 M14 N28 N29 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 12 M15 N29 N30 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 13 M16 N30 N31 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 14 M17 N31 N32 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 15 M18 N33 N34 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 16 M19 N34 N35 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 17 M20 N35 N36 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 18 M21 N36 N37 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 19 M22 N38 N39 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 20 M23 N39 N40 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 21 M24 N40 N41 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 22 M25 N41 N42 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 23 M26 N43 N44 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 24 M27 N44 N45 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 25 M28 N45 N46 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 26 M29 N46 N47 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 27 M30 N101 N52 Column Column Rectangular DF Typical 28 M31 N99 N53 Column Column Rectangular DF Typical 29 M32 N97 N54 Column Column Rectangular DF Typical 30 M33 N58 N59 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 31 M34 N59 N60 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 32 M35 N60 N61 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 33 M36 N61 N62 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 34 M37 N65 N66 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 35 M38 N66 N67 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 36 M39 N67 N68 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 37 M40 N69 N70 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 38 M41 N70 N71 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 39 M42 N71 N72 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 40 M43 N72 N73 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 41 M44 N74 N75 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 42 M45 N75 N76 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 43 M46 N76 N77 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 44 M47 N77 N78 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 45 M48 N79 N80 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 46 M49 N80 N81 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 47 M50 N81 N82 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 48 M51 N82 N83 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 49 M52 N84 N85 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 50 M53 N85 N86 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 51 M54 N86 N87 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 52 M55 N87 N88 Sec Beam Beam Glulam_South...24F-1.8E ...Typical 53 M56 N97 N98 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 54 M57 N99 N100 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 55 M58 N101 N102 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 56 M59 N107 N108 Sec Beam Beam Glulam_South...24F-1.8E ...Typical RISA-3D Version 13.0.0 Page 1 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 57 M60 N100 N113 Column Column Rectangular DF Typical 58 M61 N119 N140 Sec Platform B...HBrace Wide Flange A992 Typical 59 M62 N117 N142 Sec Platform B...HBrace Wide Flange A992 Typical 60 M63 N122 N120 Main Platform ...HBrace Wide Flange A992 Typical 61 M64 N123 N122 Main Platform ...HBrace Wide Flange A992 Typical 62 M65 N127 N125 Main Platform ...HBrace Wide Flange A992 Typical 63 M66 N128 N127 Main Platform ...HBrace Wide Flange A992 Typical 64 M67 N117 N139 FRP Column Column Tube FRP Typical 65 M68 N116 N136 FRP Column Column Tube FRP Typical 66 M69 N119 N137 FRP Column Column Tube FRP Typical 67 M70 N118 N138 FRP Column Column Tube FRP Typical 68 M71 N133 N168 180 Supp FRP Be...Beam Tube FRP Typical 69 M72 N130 N169 180 Supp FRP Be...Beam Tube FRP Typical 70 M73 N131 N170 180 Supp FRP Be...Beam Tube FRP Typical 71 M74 N132 N167 180 Supp FRP Be...Beam Tube FRP Typical 72 M75 N127 N135 FRP Column Column Tube FRP Typical 73 M76 N139 N153 180 Supp FRP Be...Beam Tube FRP Typical 74 M77 N136 N141 180 Supp FRP Be...Beam Tube FRP Typical 75 M78 N137 N135 180 Supp FRP Be...Beam Tube FRP Typical 76 M79 N138 N143 180 Supp FRP Be...Beam Tube FRP Typical 77 M80 N142 N193 Grating Beam ...Beam Channel A992 Typical 78 M81 N140 N141 FRP Column Column Tube FRP Typical 79 M82 N142 N143 FRP Column Column Tube FRP Typical 80 M83 N144 N145 90 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 81 M84 N134 N146 90 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 82 M85 N147 N148 180 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 83 M86 N149 N150 180 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 84 M87 N151 N152 180 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 85 M88 N153 N154 180 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 86 M89 N155 N156 90 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 87 M90 N157 N158 90 Antenna Sup ...HBrace Single Angle A36 Gr.36 Typical 88 M91 N184 N186 Mount Pipe Column Pipe A53 Gr.B Typical 89 M92 N185 N187 Mount Pipe Column Pipe A53 Gr.B Typical 90 M93 N159 N160 Mount Pipe Column Pipe A53 Gr.B Typical 91 M94 N161 N162 Mount Pipe Column Pipe A53 Gr.B Typical 92 M95 N188 N190 Mount Pipe Column Pipe A53 Gr.B Typical 93 M96 N189 N191 Mount Pipe Column Pipe A53 Gr.B Typical 94 M97 N163 N164 Mount Pipe Column Pipe A53 Gr.B Typical 95 M98 N165 N166 Mount Pipe Column Pipe A53 Gr.B Typical 96 M99 N139 N133 FRP Column Column Tube FRP Typical 97 M100 N136 N130 FRP Column Column Tube FRP Typical 98 M101 N137 N131 FRP Column Column Tube FRP Typical 99 M102 N138 N132 FRP Column Column Tube FRP Typical 100 M103 N143 N167 FRP Column Column Tube FRP Typical 101 M104 N141 N169 FRP Column Column Tube FRP Typical 102 M105 N135 N170 FRP Column Column Tube FRP Typical 103 M106 N172 N191A Grating Beam ...Beam Channel A992 Typical 104 M107 N174 N195 Grating Beam ...Beam Channel A992 Typical 105 M108 N140 N116 Sec Platform B...HBrace Wide Flange A992 Typical 106 M109 N142 N118 Sec Platform B...HBrace Wide Flange A992 Typical 107 M110 N168 N130 180 Supp FRP Be...Beam Tube FRP Typical 108 M111 N169 N131 180 Supp FRP Be...Beam Tube FRP Typical 109 M112 N170 N132 180 Supp FRP Be...Beam Tube FRP Typical 110 M113 N167 N133 180 Supp FRP Be...Beam Tube FRP Typical 111 M114 N134 N136 180 Supp FRP Be...Beam Tube FRP Typical 112 M115 N141 N137 180 Supp FRP Be...Beam Tube FRP Typical 113 M116 N135 N138 180 Supp FRP Be...Beam Tube FRP Typical RISA-3D Version 13.0.0 Page 2 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 114 M117 N143 N139 180 Supp FRP Be...Beam Tube FRP Typical 115 M118 N123 N110 Platform Post VBrace Wide Flange A500 Gr.B...Typical 116 M119 N122 N114 Platform Post VBrace Wide Flange A500 Gr.B...Typical 117 M120 N120 N109 Platform Post VBrace Wide Flange A500 Gr.B...Typical 118 M121 N125 N111 Platform Post VBrace Wide Flange A500 Gr.B...Typical 119 M122 N128 N112 Platform Post VBrace Wide Flange A500 Gr.B...Typical 120 M123 N127 N115 Platform Post VBrace Wide Flange A500 Gr.B...Typical 121 M125 N192 N140 Grating Beam ...Beam Channel A992 Typical 122 M126 N190A N171 Grating Beam ...Beam Channel A992 Typical 123 M127 N194 N173 Grating Beam ...Beam Channel A992 Typical 124 M128 N180 N153 FRP Column Column Tube FRP Typical 125 M129 N153 N151 FRP Column Column Tube FRP Typical 126 M130 N181 N134 FRP Column Column Tube FRP Typical 127 M131 N134 N144 FRP Column Column Tube FRP Typical 128 M132 N183 N182 Supp FRP Be...Beam Tube FRP Typical 129 M133 N138 N167 Wind Bracing VBrace Single Angle FRP Typical 130 M134 N167 N139 Wind Bracing VBrace Single Angle FRP Typical 131 M137 N137 N169 Wind Bracing VBrace Single Angle FRP Typical 132 M138 N169 N136 Wind Bracing VBrace Single Angle FRP Typical 133 M137A N131 N135 Wind Bracing VBrace Single Angle FRP Typical 134 M138A N135 N132 Wind Bracing VBrace Single Angle FRP Typical 135 M139 N133 N153 Wind Bracing VBrace Single Angle FRP Typical 136 M140 N130 N134 Wind Bracing VBrace Single Angle FRP Typical 137 M141 N186A N187A Sec Center Be...HBrace Wide Flange A992 Typical 138 M142 N188A N189A Sec Center Be...HBrace Wide Flange A992 Typical 139 M142A N194 N195 Grating Beam ...Beam Channel A992 Typical 140 M143 N192 N193 Grating Beam ...Beam Channel A992 Typical 141 M144 N190A N191A Grating Beam ...Beam Channel A992 Typical 142 M145A N211 N48 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 143 M146A N208 N102 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 144 M147A N208 N211 Main Beam Re...HBrace None 24F-1.8E ...Typical 145 M145 N210 N49 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 146 M146 N207 N100 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 147 M147 N207 N210 Main Beam Re...HBrace None 24F-1.8E ...Typical 148 M148 N209 N50 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 149 M149 N206 N98 Main Beam HBrace Glulam Default 24F-1.8E ...Typical 150 M150 N206 N209 Main Beam Re...HBrace None 24F-1.8E ...Typical Material Takeoff Material Size Pieces Length[in] Weight[LB] 1 Hot Rolled Steel 2 A992 W8x31 8 1284 3324.2 3 FRP HSS6x6x8 18 1458 .9 4 FRP HSS6x6x3 25 2805.2 .7 5 A992 W6x8.5 9 684 488.8 6 A36 Gr.36 L4x4x4 8 1011.5 553.6 7 A53 Gr.B PIPE_2.0 8 792 229.1 8 A500 Gr.B Rect HSS6x6x8 6 174 516.9 9 A992 W8x18 2 384 572.8 10 Total HR Steel 84 8592.8 5686.8 11 12 Wood 13 24F-1.8E DF Balanced 3.5X13FS 48 10884 10030.5 14 24F-1.8E DF Balanced 5X33FS 9 2862 9564.8 15 24F-1.8E DF Balanced (Reinf)5X33FS 3 720 2406.3 RISA-3D Version 13.0.0 Page 3 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Material Takeoff (Continued) Material Size Pieces Length[in] Weight[LB] 16 DF 12X12 6 2520 6460 17 Total Wood 66 16986 28461.6 18 19 Concrete Walls Volume (yds^3) 20 Conc4000NW 16 162.8 637335.1 21 Total Concrete 16 162.8 637335.1 Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Joint Point Distribu...Area(M...Surface... 1 Dead DL -1 6 17 3 2 Roof Live RLL 1 3 Snow SL 1 4 Wind X WLX 2 5 Wind Z WLZ 2 6 BLC 1 Transient Area Loads None 1398 7 BLC 2 Transient Area Loads None 1387 8 BLC 3 Transient Area Loads None 1387 9 BLC 4 Transient Area Loads None 323 10 BLC 5 Transient Area Loads None 270 Load Combinations Description Solve PDe...SRSS B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa... 1 IBC 16-8 Yes Y DL 1 2 IBC 16-9 Yes Y DL 1 LL 1 L...1 3 IBC 16-10 (a)Yes Y DL 1 R...1 4 IBC 16-10 (b)Yes Y DL 1 SL 1 S...1 5 IBC 16-11 (a)Yes Y DL 1 LL .75 L....75 R....75 6 IBC 16-11 (b)Yes Y DL 1 LL .75 L....75 SL .75 S....75 7 IBC 16-12 (a) (a)Yes Y DL 1 W....6 8 IBC 16-12 (a) (b)Yes Y DL 1 W....6 9 IBC 16-12 (a) (c)Yes Y DL 1 W...-.6 10 IBC 16-12 (a) (d)Yes Y DL 1 W...-.6 11 IBC 16-13 (a) (a)Yes Y DL 1 W....45 LL .75 L....75 R....75 12 IBC 16-13 (a) (b)Yes Y DL 1 W....45 LL .75 L....75 R....75 13 IBC 16-13 (a) (c)Yes Y DL 1 W...-.45 LL .75 L....75 R....75 14 IBC 16-13 (a) (d)Yes Y DL 1 W...-.45 LL .75 L....75 R....75 15 IBC 16-13 (b) (a)Yes Y DL 1 W....45 LL .75 L....75 SL .75 S....75 16 IBC 16-13 (b) (b)Yes Y DL 1 W....45 LL .75 L....75 SL .75 S....75 17 IBC 16-13 (b) (c)Yes Y DL 1 W...-.45 LL .75 L....75 SL .75 S....75 18 IBC 16-13 (b) (d)Yes Y DL 1 W...-.45 LL .75 L....75 SL .75 S....75 19 IBC 16-13 (c) (a)Yes Y DL 1 W....45 LL .75 L....75 20 IBC 16-13 (c) (b)Yes Y DL 1 W....45 LL .75 L....75 21 IBC 16-13 (c) (c)Yes Y DL 1 W...-.45 LL .75 L....75 22 IBC 16-13 (c) (d)Yes Y DL 1 W...-.45 LL .75 L....75 23 IBC 16-15 (a)Yes Y DL .6 W....6 24 IBC 16-15 (b)Yes Y DL .6 W....6 25 IBC 16-15 (c)Yes Y DL .6 W...-.6 26 IBC 16-15 (d)Yes Y DL .6 W...-.6 27 IBC 16-15 (e)Yes Y DL .6 W...-.6 RISA-3D Version 13.0.0 Page 4 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N1 max 2.201 14 25958.792 3 126.546 14 0 1 0 1 0 1 2 min -1.806 12 8051.998 24 -178.023 12 0 1 0 1 0 1 3 N2 max 2.207 12 25640.07 3 174.924 14 0 1 0 1 0 1 4 min -1.753 14 7961.809 26 -192.8 12 0 1 0 1 0 1 5 N3 max 9.054 24 2592.029 3 9860.844 8 11.243 8 .029 8 0 1 6 min -35.525 10 1473.663 24 -9743.92 10 -11.11 10 -.029 10 0 1 7 N4 max 8.921 26 2591.195 3 9853.33 8 11.234 8 .029 8 0 1 8 min -35.789 8 1474.096 26 -9750.837 10 -11.118 10 -.029 10 0 1 9 N5 max 575.206 10 4060.34 14 -97.898 26 .01 24 .052 10 .008 26 10 min 29.406 24 1933.382 24 -581.182 8 -.048 10 -.052 8 -.042 8 11 N6 max 1048.477 8 2954.582 3 -14.454 24 0 1 .014 8 1.175 10 12 min -1043.314 10 1605.589 24 -224.393 14 0 1 -.014 10 -1.181 8 13 N7 max 447.72 7 3105.2 3 85.885 8 0 1 .013 8 .517 9 14 min -455.751 9 1653.041 25 -85.459 10 0 1 -.013 10 -.508 7 15 N8 max 1043.634 10 2953.71 3 224.827 12 0 1 .014 8 1.183 8 16 min -1050.19 8 1605.375 26 14.585 26 0 1 -.014 10 -1.176 10 17 N9 max 576.433 8 4060.805 12 580.02 10 .049 8 .052 10 .008 24 18 min 29.86 26 1933.19 26 97.316 24 -.01 26 -.053 8 -.042 10 19 N11 max 114.047 14 2554.084 14 4899.143 8 5.571 8 .092 10 0 1 20 min 51.297 24 1428.537 24 -4903.794 10 -5.576 10 -.093 8 0 1 21 N13 max 51.633 10 2594.319 3 9561.536 8 10.896 8 .041 10 0 1 22 min -.663 24 1479.529 26 -9512.088 10 -10.839 10 -.042 8 0 1 23 N20 max 114.31 12 2553.741 12 4935.916 8 5.613 8 .092 10 0 1 24 min 51.233 26 1428.392 26 -4867.184 10 -5.535 10 -.093 8 0 1 25 N22 max 51.897 8 2594.007 3 9593.758 8 10.932 8 .041 10 0 1 26 min -.596 26 1479.336 24 -9480.186 10 -10.803 10 -.041 8 0 1 27 N51 max -203.723 26 1830.325 3 514.664 10 .494 10 .056 10 0 1 28 min -364.925 3 1026.11 26 -521.203 8 -.5 8 -.057 8 0 1 29 N52 max 47.588 8 12946.168 3 -3.241 26 0 1 0 1 0 1 30 min -58.585 10 4406.336 24 -14.048 3 0 1 0 1 0 1 31 N53 max 289.583 7 13005.718 3 17.624 10 0 1 0 1 0 1 32 min -293.062 9 4410.691 26 -17.843 8 0 1 0 1 0 1 33 N54 max 47.185 10 12822.775 3 17.615 10 0 1 0 1 0 1 34 min -58.917 8 4371.259 26 -17.842 8 0 1 0 1 0 1 35 N55 max -203.53 24 1830.055 3 514.653 10 .494 10 .056 10 0 1 36 min -364.899 3 1025.244 24 -521.224 8 -.5 8 -.057 8 0 1 37 N56 max -105.26 26 2421.34 3 2924.217 8 3.345 8 .063 8 0 1 38 min -209.429 12 1385.019 26 -2884.516 10 -3.3 10 -.062 10 0 1 39 N57 max -36.997 26 2552.734 3 6859.054 8 7.831 8 .06 8 0 1 40 min -100.555 12 1457.274 26 -6769.297 10 -7.728 10 -.059 10 0 1 41 N63 max -104.922 24 2421.529 3 2923.075 8 3.344 8 .063 8 0 1 42 min -210.072 14 1384.362 24 -2885.305 10 -3.301 10 -.062 10 0 1 43 N64 max -36.764 24 2554.068 3 6857.485 8 7.829 8 .06 8 0 1 44 min -100.803 14 1456.539 24 -6770.697 10 -7.73 10 -.059 10 0 1 45 N113 max 11.853 13 27956.249 3 201.317 14 0 1 0 1 0 1 46 min -10.886 11 8905.957 23 -207.402 12 0 1 0 1 0 1 47 N96 max 3244.927 3 6663.254 3 641.177 8 .537 8 4.071 8 0 1 48 min 1747.161 26 3688.242 26 -627.795 10 -.531 10 -4.012 10 0 1 49 N89 max 3243.803 3 6665.711 3 641.981 8 .537 8 4.073 8 0 1 50 min 1747.747 24 3688.741 24 -623.674 10 -.532 10 -4.007 10 0 1 51 N101 max 1163.755 8 0 1 0 1 0 1 0 1 0 1 52 min -1432.667 10 0 1 0 1 0 1 0 1 0 1 53 N99 max 7081.618 7 0 1 0 1 0 1 0 1 0 1 54 min -7166.7 9 0 1 0 1 0 1 0 1 0 1 55 N97 max 1153.879 10 0 1 0 1 0 1 0 1 0 1 56 min -1440.795 8 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 13.0.0 Page 5 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 57 WP1 max 2825.724 14 39791.464 14 2650.654 10 0 1 14.199 8 -.696 24 58 min 1526.962 24 20801.031 24 -2658.611 8 0 1 -14.289 10 -9.065 14 59 WP2 max 1190.824 14 38883.526 3 6897.718 10 0 1 13.848 8 .909 8 60 min 325.991 24 22200.5 24 -6921.926 8 0 1 -13.688 10 -.832 10 61 WP3 max 435.209 10 38909.683 3 9139.441 10 0 1 1.349 12 .039 24 62 min -222.741 24 22135.037 26 -9213.707 8 0 1 -1.126 14 -.094 10 63 WP5 max -1046.904 26 37441.03 3 4735.436 10 0 1 11.73 10 -1.335 26 64 min -2284.452 12 21400.273 26 -4798.301 8 0 1 -11.879 8 -2.43 3 65 WP6 max -2207.31 26 36566.763 3 1331.891 10 0 1 9.749 10 5.221 12 66 min -4144.972 12 20829.131 26 -1350.519 8 0 1 -9.881 8 2.516 26 67 WP7 max 173.465 10 49118.179 14 -1590.028 24 3.486 24 3.666 10 0 1 68 min -163.919 8 25630.689 24 -5416.317 14 -6.179 10 -3.783 8 0 1 69 WP8 max 418.919 10 51941.949 3 618.954 24 3.72 12 3.356 8 0 1 70 min -432.852 8 27856.061 25 -2528.276 10 .943 26 -3.421 10 0 1 71 WP9 max 422.858 8 51932.429 3 2534.32 8 -.947 24 3.435 8 0 1 72 min -432.022 10 27853.903 25 -615.625 26 -3.739 14 -3.333 10 0 1 73 WP10 max 174.978 8 49114.155 12 5417.375 12 6.201 8 3.765 10 0 1 74 min -163.573 10 25628.268 26 1590.809 26 -3.482 26 -3.69 8 0 1 75 WP10A max -179.481 26 38664.137 3 7943.569 10 0 1 8.846 10 -.288 26 76 min -955.462 8 22033.463 26 -8034.415 8 0 1 -8.881 8 -.735 12 77 WP11 max 2828.698 12 39791.392 12 2640.624 10 0 1 14.385 8 -.697 26 78 min 1525.735 26 20799.465 26 -2668.665 8 0 1 -14.104 10 -9.079 12 79 WP12 max 1196.55 12 38876.153 3 6866.191 10 0 1 13.836 8 .913 10 80 min 325.916 26 22198.882 26 -6953.619 8 0 1 -13.701 10 -.836 8 81 WP13 max 438.95 8 38912.759 3 9123.114 10 0 1 1.279 12 .052 26 82 min -220.806 26 22130.655 24 -9230.344 8 0 1 -1.196 14 -.098 8 83 WP14 max -176.998 24 38683.026 3 7941.612 10 0 1 8.819 10 -.294 24 84 min -954.757 10 22024.384 24 -8037.56 8 0 1 -8.91 8 -.719 14 85 WP15 max -1042.372 24 37453.254 3 4736.803 10 0 1 11.731 10 -1.333 24 86 min -2292.679 14 21389.455 24 -4796.75 8 0 1 -11.878 8 -2.452 3 87 WP16 max -2202.809 24 36562.256 3 1332.543 10 0 1 9.751 10 5.212 14 88 min -4152.235 14 20818.234 24 -1349.679 8 0 1 -9.878 8 2.508 24 89 Totals:max 7695.101 7 837713.232 3 6479.79 24 90 min -7695.106 9 448897.939 23 -6479.791 26 Envelope Wood Code Checks Member Shape Code Check Loc[in] LC Shear ... Loc[in] Dir LC Fc' [k...Ft' [ksi]Fb1' [...Fb2' [...Fv' [k... Eqn 1 M145 5X33FS .913 0 4 .422 177 y 4 1.415 1.265 2.591 1.722 .305 3.9-3 2 M58 5X33FS .878 262.5 4 .556 600 y 14 1.415 1.265 2.293 1.524 .305 3.9-3 3 M146 5X33FS .878 0 4 .451 177 y 4 1.415 1.265 2.591 1.722 .305 3.9-3 4 M57 5X33FS .876 262.5 4 .357 0 y 4 1.415 1.265 2.293 1.524 .305 3.9-3 5 M56 5X33FS .865 262.5 4 .358 600 y 4 1.415 1.265 2.293 1.524 .305 3.9-3 6 M146A 5X33FS .813 0 4 .419 38.719 y 1 1.415 1.265 2.591 1.722 .305 3.9-3 7 M149 5X33FS .813 0 4 .419 38.719 y 1 1.415 1.265 2.591 1.722 .305 3.9-3 8 M145A 5X33FS .812 9.219 4 .892 0 z 1 1.415 1.265 2.591 1.722 .265 3.9-3 9 M148 5X33FS .811 9.219 4 .892 0 z 1 1.415 1.265 2.591 1.722 .265 3.9-3 10 M147 5X33FS .697 152.5 4 .106 0 y 4 .883 1.725 3.914 3.65 .706 3.9-3 11 M60 12X12 .690 420 4 .001 0 z 8 .32 .949 1.38 1.021 .196 3.6.3 12 M4 12X12 .641 420 4 .003 0 z 14 .32 .949 1.38 1.021 .196 3.6.3 13 M147A 5X33FS .638 27.5 4 .355 240 y 1 .883 1.725 3.914 3.65 .706 3.9-3 14 M150 5X33FS .636 27.5 4 .355 240 y 1 .883 1.725 3.914 3.65 .706 3.9-3 15 M5 12X12 .633 420 4 .001 0 z 8 .32 .949 1.38 1.021 .196 3.6.3 16 M54 3.5X13....437 112.5 4 .233 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 17 M53 3.5X13....431 112.5 4 .226 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 18 M52 3.5X13....416 117.188 4 .231 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 RISA-3D Version 13.0.0 Page 6 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] Company : Infinigy Engineering, PLLC Nov 2, 2017 Designer : DVA Job Number : 503-092 Checked By:_____ Model Name : Sea Houser Way, WA Envelope Wood Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear ... Loc[in] Dir LC Fc' [k...Ft' [ksi]Fb1' [...Fb2' [...Fv' [k... Eqn 19 M55 3.5X13....413 110.156 4 .220 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 20 M38 3.5X13....371 112.5 4 .197 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 21 M46 3.5X13....371 112.5 4 .194 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 22 M50 3.5X13....371 112.5 4 .197 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 23 M35 3.5X13....371 112.5 4 .198 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 24 M24 3.5X13....367 112.5 4 .241 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 25 M45 3.5X13....366 112.5 4 .193 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 26 M34 3.5X13....366 112.5 4 .196 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 27 M49 3.5X13....366 112.5 4 .193 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 28 M16 3.5X13....363 112.5 4 .207 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 29 M23 3.5X13....363 112.5 4 .238 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 30 M42 3.5X13....361 112.5 4 .190 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 31 M15 3.5X13....359 112.5 4 .204 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 32 M33 3.5X13....358 114.844 4 .199 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 33 M48 3.5X13....358 114.844 4 .196 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 34 M44 3.5X13....358 114.844 4 .194 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 35 M41 3.5X13....356 112.5 4 .186 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 36 M36 3.5X13....356 110.156 4 .190 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 37 M39 3.5X13....356 110.156 4 .188 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 38 M47 3.5X13....356 110.156 4 .185 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 39 M51 3.5X13....356 110.156 4 .187 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 40 M40 3.5X13....349 114.844 4 .189 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 41 M43 3.5X13....347 110.156 4 .181 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 42 M12 3.5X13....341 112.5 4 .253 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 43 M31 12X12 .339 0 9 .013 0 y 9 .328 1.32 1.92 1.421 .272 3.9-3 44 M20 3.5X13....338 112.5 4 .184 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 45 M11 3.5X13....337 112.5 4 .250 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 46 M8 3.5X13....335 112.5 4 .283 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 47 M19 3.5X13....334 112.5 4 .182 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 48 M7 3.5X13....331 112.5 4 .280 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 49 M59 3.5X13....324 109.438 4 .187 222.094 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 50 M6 3.5X13....323 114.844 4 .180 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 51 M9 3.5X13....322 110.156 4 .173 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 52 M30 12X12 .320 420 4 .003 0 y 10 .32 .949 1.38 1.021 .196 3.6.3 53 M37 3.5X13....317 119.531 4 .179 225 y 4 1.775 1.265 2.75 1.834 .305 3.9-3 54 M32 12X12 .317 420 4 .003 0 y 8 .32 .949 1.38 1.021 .196 3.6.3 55 M18 3.5X13....312 114.844 4 .168 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 56 M22 3.5X13....312 114.844 4 .172 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 57 M14 3.5X13....312 114.844 4 .169 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 58 M10 3.5X13....311 114.844 4 .173 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 59 M21 3.5X13....311 110.156 4 .161 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 60 M25 3.5X13....310 110.156 4 .164 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 61 M17 3.5X13....310 110.156 4 .162 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 62 M13 3.5X13....310 110.156 4 .165 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 63 M28 3.5X13....285 112.5 4 .256 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 64 M27 3.5X13....282 112.5 4 .253 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-3 65 M26 3.5X13....278 114.844 4 .154 225 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 66 M29 3.5X13....276 112.5 4 .148 0 y 4 1.591 1.265 2.75 1.834 .305 3.9-1 RISA-3D Version 13.0.0 Page 7 [C:\...\...\...\Infinigy Projects - RisaFiles\Sea Houser Way 11-01-17.r3d] FLITCH BEAM CALCULATIONS Site Name:Sea Houser Way, WA Job Number:503-092 Date:11/2/2017 Controlling LC:SL Wood Beam Properties: Beam Quantity, m1 Width (Actual), b 5 in Depth (Actual), h33in Beam Span,L 49.5 ft Bending Stress, Fb 2400 psi Shear Stress, Fv 265 psi Modulus of Elasticity, Ew 1800 ksi Steel Plate Properties: Plate Quantity, n2 Plate thickness,t 0.375 in Plate Width, w18in Plate Lenght,L 20 ft Modulus of Elasticity, Es 29000 ksi Yield Stress, Fy 36 ksi Applied Loads: Maximum Applied Moment, Mapp 206400 lb-ft Maximum Applied Shear, Vapp 8230 lbs Calculations: Modular Ratio, n 16.1 Plate Equivalent Area, Ap 217.5 in² Plate Equivalent Section Modulus, Sp 652.5 in³ Plate Equivalent Moment of Inertia, Ip 5872.5 inϺ Beam Area, Aw 165.0 in² Beam Section Modulus, Sw 907.5 in³ Beam Moment of Inertia, Iw 14973.8 inϺ Allowable Bending Stress, F'b 2293 psi Allowable Shear Stress, F'v 305 psi Modulus of Elasticity, E'w 1800 ksi Composite Section Properties: Area, Ac 382.5 in² Section Modulus, Sc 1560 in³ Moment of Inertia, Ic 20846 inϺ Applied Bending Stress, fb 1587.7 psi 69% Applied Shear Stress, fv 32.3 psi 11% Applied Equivalent Diatributed Load,q 674 plf Stiffness Ration, EsIs/EcIc 0.28 Shear Force in Beam at Plate Ends, Vb 6739 lbs Allowable Bolt Shear, Z 1100 lbs Bulkhead Bolt Quantity, p 9 ANCHOR BOLT CALCULATIONS Site Name:Sea Houser Way, WA Job Number:503-092 Date:11/2/2017 Input Information: # Bolts, N 4 Bolt Diameter,d 0.75 in Threads per Inch,n 10 Bolt Ultimate Tensile Stress, Fu 60 ksi Applied Vertical Load Pu 4.050 kips Applied Shear Vu 8.130 kips Steel Grade A307 Net Bolt Cross-Sectional Area 0.334 in2 (each) Maximum Tensile Stress (per bolt) 3.03 ksi Maximum Shear Stress (per bolt) 6.077 ksi Detail Type Coefficient, ǆ 0.50 Nominal Tensile Strength (per bolt), Rnt 20.07 kips EIA Anchor Rod Interaction Equation (4.9.9)0.32 % Capacity 31.6% Existing Bolts The Bolt Group is Adequate for Loading