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AN, ECEIVE -0 Planning Division DEVELO 14ENT REVIEW APPLICATION FLJ 0 5 2 STAFF USE ONLY: Projectname: %3 File number(s): Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ,;R Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment A Certificate of Zoning Compliance ❑ Rezone ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification ❑ Variance ❑ Final Plat ❑ Other ❑ Final Plat Modification Information Applicant name: Phone: Applicant address: i a l b U AI• ['� � 15d t eG l Email: I .Z &- CL -.1 r Ka -l -LC • rl C City: - (r JiG-', Stater Zip: ,� 5 q Z— Applicant's interest in property: KOwn ❑ Rent ❑ Optioned ❑ Other Owner name: r '�. �1c� r( uJ sti1 �! 5 ycl� a= ; v Phone: ZO Owner address: pp` s t f o /V • � -, ti !S�t� T Email: i ti� C'' r Ko0, e •'LC T City: - r t �C ic- -IL State: TD Zip: 634- fl— Agent/Contact name (e.g., architect, engineer, developer, representative): _ „atti/r d( 6 a n / ez— Firm name: C I e a,^ L1 N Q r 10 Phone: a ©g-ST�� Agent address: 3 Z 6 - no akh v Email: A a)) , 4l ® Gl City: t?y� �v� �t vi State: r � Zip: ,334V11— Primary 34V11—Primary contact is: ❑ Applicant ❑ Owner X%,,.Agent/Contact Subject Property Information Location/street address: Township, range, section: 7= 14.1V Assessor's parcel number(s): y&/ O Total acreage: Zoning district: Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org[planning -1- (Rev. 06/1212014) Project/subdivision name:^ General description of proposed project/request: l ff 7a 2-0 1 -ee- 11 Proposed zoning district(s): _ Acres of each zone proposed: Type of use proposed (check all that apply): P -Residential ❑ Office 2/commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? �, '� ury�/' r ,;ern 411,-_ Which irrigation district does this property lie within?c(`! m H Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of building lots: Number of common lots: Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.f): Gross density (Per UDC 11-1A-1): Acreage of qualified open space: 4 or more bedrooms: Maximum building height: Average property size (s.f.): Net density (Per UDC 11-1A-1): Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Amenities provided with this development (if applicable): Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Gross floor area proposed: Hours of operation (days and hours): _ Total number of parking spaces provided: Authorization Print applicant name: Applicant signature: Common lots: Other lots: Existing (if applicable): Building height: Number of compact spaces provided: Date: iL-2l-/L Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/)lannin; -2- (Rev. 06/12/2014) P.O. BOX 930220 ILIAR VERONA, WI 53593-0220 BUILDINGD@'okp/2a��s) 845-9700 /Fax (608) 845-7070 ClearyBuilding.com Serving our Clients since 1978 City Of Meridian Building Department 33 E. Broadway Suite 102 Meridian, Idaho 83642 To Whom It May Concern: This letter is being submitted along with site plans and the appropriate fee to build a small storage structure on Parcel #111079950010, which is Lot 01, Block 33 of the Bridgetower Crossing Subdivision #10. This parcel is a common area for the subdivision with no dwelling on it. It is the intention of the HOA to build a post frame structure,18' x 20' x 11' — 360 square feet, with the intended use of storage of maintenance equipment and small tools used for grounds maintenance. There are no other intended uses for the structure being built. There will not be any landscaping done for this project due to the location of this structure being out of sight from public view, no power will be installed nor will there be any water/ sewer to this structure This will be erected by a licensed contractor and within guidelines required by Meridian City Development Services per the attached site plan which meets required setbacks for this area. Sincerely, David Daniel Cleary Building Corp. Branch Manager 326 East Franklin Road Meridian, ID 83642 208-884-5700 built with pride before the 0 is ap plied D C� fERJDIAN,�-'-' Community Development Department Parcel Verification Date:2/6/17 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Bridgetower OA — Storage Building (CZQ Parcel Number: R1079950010 Acres: T/R/S: Property Owner: Vx'1:1J 4N 1W 35 Bridgetower OA, LLC 1310 N. Main St. Meridian, ID 83642 Address Verification Rev: 04/23/12 START Job Number: J2016106973; By: Karl Lemmenes; Date:12/2/2016 3:43:21 PM Cleary Building Corp.; 190 Paoli Street; PO Box 930220; Verona WI 53593; (608)845-9700 Customer & Site: BRIDGE TOWER HOA, 1310 NORTH MAIN STREET, MERIDIAN, 83642,ADA Product Data: Commercial: Width, Length, Height: 18/20/11.33 (ft) Bay Sp.= 120 in. (120,120) Elc Sp.= (0,58,100,58) : E2c Sp.= (0,108,108) in. Truss TC,BC,Web: 2x8 SP MSR / 2x6 SP MSR / 2x6 SP MSR; Truss Heel: 12 in.; Pitch: 3 OH(in): S1=0, S2=0, E1=0, E2=0; Insul.Roof: None; Walls: None; Roof Sheath: GRIIIp; Walls: GRIIIp FD: 1,-1;0,FF SG Fink FP;3,-1 Design Criteria: IBC 2012 _; Use: , Occ.Group: U, VN/(VB)constr. Wind Standard:ASCE7_10 Ch28pl Low Rise Envelope: 105 mph, Exp. C; ENCLOSED 25 psf, USER override (for balanced roof snow load) Snow: 20 psf. Ground Snow Load; Unheated; Slippery Roof;Partially Exposed; Unbal: ASCE7_05 Importance Factors: I(wind) = 1, I(snow) = 0.8, I(seis) = 1; TCDL: 4 (psf), BCDL: 1 (psf) Soil: IBC 2006 ASAE 486.1: Sand, Silty Sand, Clayey Sand, Slty Grvl, Clyey Grvl; 1500(psf), Lat: 200 (psf) Seis. Des. for 83642, STANDARD, 43.59, -116.42, NA -US -ID -MERIDIAN per ASCE7, Sec 12.14 Seis. Mapping & Des. Param.: Ss:0.3, S1: 0.104, PGA: 0.118, R: 6, Site Class: D Fa:1.56, Fv: 2.382, Sms: 0.468, Sml: 0.249, Sds: 0.312, Shc: 0.166, Iseis: 1, rho: 1, Cs: 0.052 Seis. Wght.Deriv.: Roof DL= 9 psf; Roof= 3240; WallDL= 3 psf; SideWalls= 1360; EndWalls= 1346 lbs Seis. Snow load (@ 0%), (pf=25), S=0 psf, Seismic Snow Weight = 0 lbs Effec. Seis. Weight = W(snow) + W(sw)*K + W(ew) + W(r) = 5096 lbs V (seismic base shear) = rho*Cs*wseis= 265 lbs, Symmetric Seismic Wall Shear (0.7*V/2) = 93 lbs Seis. Ocpncy Cat.: I, Seis. Dsgn. Cat.: C LU n r Wall Bracing: E1 East 20.39 psf, Qz = .00256 * 1*(kz=0.85)*(kzt=1)*(kd=0.85)*(105^2)*(Iw=1) Use Clearspan Truss for E1 @ height = Attach heel of endwall truss w/ (5) 20d R.S. Nails ft.Kz Attach bearing block to column w/ (3) 20d R.S. Nails Steel Sheathing Results: 732 (lbs) vs. 648 (lbs) 13.46 No additional bracing required 20.39*( Uplift at Corners/Doors without Bracing: U= 705, Use (2) 2x6x8 t.blocks at base of column (3) 20d. each Wall Bracing: E2 West Wall Use Clearspan Truss for E2 MFRS, Attach heel of endwall truss w/ (5) 20d R.S. Nails (psf) Attach bearing block to column w/ (3) 20d R.S. Nafls int. Steel Sheathing Results: 1872 (lbs) vs. 659 (lbs ,rN -10.4 No additional bracing required 20.39*( Uplift at Corners/Doors without Bracing: U= 139, Use (2) 2x6x8 t.blocks at base of column (3) 20d. each ............. ........................... .............:END CAD SUMMARY DATA::::::::::::::::::::::::::::: Roof Snow Loads & Snow Load Adjustment Factors ASCE 7_05 MFRS, Ce = 1 Exposure Factor, Per Table 7-2 ASCE 7. For Partially Exposed roofs in exposure C terrain Cs = 1 Roof Slope Factor, Per Figure 7-2 ASCE_7. For UnHeated structures, with slippery surface roofs Ct = 1.2 Thermal Factor, Per Table 7-3 ASCE_? For UnHeated structures. -10.4 Gamma = 16.6 per ASCEeq.7.4, Gamma = 0.13Pg+14 20.39*( _7 Pf = 13.44 per ASCE_? Section 7.3, Pf = 0.7*Ce*Ct*Is*Pg :.: Ps = 25 SET BY USER OVERRIDE Roof Ps = 13.44 per ASCE_? 7.4, Ps = Cs * Pf MFRS, 4.03 = S1 Windward Unbalanced Snow Load = 0.3Ps (psf) 18.36 = WWS1 Unbalanced @ Peak = ps + hd*gamma/(S^.5) for 3.2 ft int. 13.44 = S2 Leeward Snow Unbalanced Load = ps 5.3 13.44 = S1 Leeward Snow Unbalanced Load = ps 20.39*( 18.36 = WWS2 Unbalanced @peak = ps + hd*gamma/(S^.5) for 3.2 ft :.: 4.03 = S2 Windward Unbalanced Snow Load = 0.3Ps Roof ASCE? 10 Ch28pl Low Rise Envelope Wind Pressure derivation Wind Pressures for ASCE? 10 Ch28pl Low Rise Envelope criteria. V = 105mph. Exposure C.; Iw = 1 Qz = 20.39 psf, Qz = .00256 * 1*(kz=0.85)*(kzt=1)*(kd=0.85)*(105^2)*(Iw=1) @ height = 12.46 ft.Kz = casel P= 13.46 = qh*(GCpf+GCpi) = 20.39*( 0.48+ 0.18) :.: WWard Wall Horiz. MFRS, IZone (psf) neg. int. P= -10.4 = qh*(GCpf+GCpi) = 20.39*( -0.69+.0.18) :.: WWard Roof Horiz. MFRS, IZone (psf) neg. int. P= -10.4 = qh*(GCpf+GCpi) = 20.39*( -0.69+ 0.18) :.: WWard Roof Vert. MFRS, IZone (psf) neg. int. P= 5.3 = qh*(GCpf+GCpi) = 20.39*( 0.44+-0.18) :.: LWard Roof Horiz. MFRS, IZone (psf) neg. int. P= -5.3 = qh*(GCpf+GCpi) = 20.39*( -0.44+ 0.18) :.: LWard Roof Vert. MFRS, IZone (psf) neg. int. P= 3.87 = qh*(GCpf+GCpi) = 20.39*( 0.37+-0.18) :.: LWard Wall Horiz. MFRS, IZone (psf) neg. int. P= 6.12 = qh*(GCpf+GCpi) = 20.39*( 0.48+-0.18) ::: WWard Wall Horiz. MFRS, IZone (psf) pos. int. P= -17.74 = qh*(GCpf+GCpi) = 20.39*( -0.69+-0.18) :.: WWard Roof Horiz. MFRS, IZone (psf) pos. int. P= -17.74 = qh*(GCpf+GCpi) = 20.39*( -0.69+-0.18) :.: WWard Roof Vert. MFRS, IZone (psf) pos. int. P= 12.64 = qh*(GCpf+GCpi) = 20.39*( 0.44+ 0.18) :.: LWard Roof Horiz. MFRS, IZone (psf) pos. int. P= -12.64 = qh*(GCpf+GCpi) = 20.39*( -0.44+-0.18) :.: LWard Roof Vert. MFRS, IZone (psf) pos. int. P= 11.22 = qh*(GCpf+GCpi) = 20.39*( 0.37+ 0.18) :.: LWard Wall Horiz. MFRS, IZone (psf) pos. int. P= 11.2 (for minimum loading) WWard Wall Horiz. MFRS, IZone (psf) P= 5.6 (for minimum loading) WWard Roof Horiz. MFRS, IZone (psf) P= 0 (for minimum loading) WWard Roof Vert. MFRS, IZone (psf) P= 2.4 (for minimum loading) LWard Roof Horiz. MFRS, IZone (psf) P= 0 (for minimum loading) LWard Roof Vert. MFRS, IZone (psf) P= 4.8 (for minimum loading) LWard Wall Horiz. MFRS, IZone (psf) P= 18.35 = qh*(GCpf+GCpi) = 20.39*( 0.72+ 0.18) :.: WWard Wall Horiz. MFRS, EZone (psf) neg. int. P= -18.15 = qh*(GCpf+GCpi) = 20.39*( -1.07+ 0.18) :.: WWard Roof Horiz. MFRS, EZone (psf) neg. int. P= -18.15 = qh*(GCpf+GCpi) = 20.39*( -1.07+ 0.18) :.: WWard Roof Vert. MFRS, EZone (psf) neg. int. P= 9.18 = qh*(GCpf+GCpi) = 20.39*( 0.63+-0.18) :.: LWard Roof Horiz. MFRS, EZone (psf) neg. int. P= -9.18 = qh*(GCpf+GCpi) = 20.39*( -0.63+ 0.18) :.: LWard Roof Vert. MFRS, EZone (psf) neg. int. P= 7.75 = qh*(GCpf+GCpi) = 20.39*( 0.56+-0.18) :.: LWard Wall Horiz. MFRS, EZone (psf) neg. int. P= 11.01 = qh*(GCpf+GCpi) = 20.39*( 0.72+-0.18) :.: WWard Wall Horiz. MFRS, EZone (psf) pos. int. P= -25.49 = qh*(GCpf+GCpi) = 20.39*( -1.07+-0.18) :.: WWard Roof Horiz. MFRS, EZone (psf) pos. int. P= -25.49 = qh*(GCpf+GCpi) = 20.39*( -1.07+-0.18) :.: WWard Roof Vert. MFRS, EZone (psf) pos. int. P= 16.52 = qh*(GCpf+GCpi) = 20.39*( 0.63+ 0.18) :.: LWard Roof Horiz. MFRS, EZone (psf) pos. int. P= -16.52 = qh*(GCpf+GCpi) = 20.39*( -0.63+-0.18) :.: LWard Roof Vert. MFRS, EZone (psf) pos. int. P= 15.09 = qh*(GCpf+GCpi) = 20.39*( 0.56+ 0.18) :.: LWard Wall Horiz. MFRS, EZone (psf) pos. int. 0.6P= 7.1 = 0.6*qh*(GCpf+GCpi) = 0.6* 20.39*( 0.4+ 0.18) :.: Endwall Col. Load MFRS, Izone (psf) 0.6P=9.6> 8.44 = 0.6*qh*(GCpf+GCpi) = 0.6* 20.39*( 0.69) :.: Paralell to Ridge MFRS, IZone (psf) 0.6P= -13.46 = 0.6*qh*(GCpf+GCpi) = 0.6* 20.39*( -0.92+-0.18) ..: Roof Components Zone 1, 20 sft (3)P1y2x6SP#1 was selected for use as endwall COLUMN for E1 Critical Upper Trib Width = 6.58 ft.; Ht = 2.04 ft. Upper Design Pressure= 7.1 psf. Max Upper Moment = 292.11 lb -in Allowable Moment = 13763.75 lb -in (F^b = 1820 psi.) 2x6 #2 SPF was selected for use as endwall columns UPPER for El 2x6 Jackbrace Design El: Bay spacing = 10 Fx = 293:Fy = 60:Fres = 299:Ften = 187 (lbs): @ angle = 11.5 Estimated Tension force resolved: 186.88 <= 1285.44 No bearing block required at column End nail truss (through bndng) to jack w/ (3) 20d R.S. Nails & nail bndng to trs w/ (4) 10d nails Connect purlins to truss w/ (1) 40d & (1) 10d toenail, 781.53 Endwall Column Design: E2 Lower Design Pressure= 7.1 psf. Critical Lower Trib Width = 9 ft.; Ht = 10.5 ft. Max Lower Moment = 10562.05 lb -in Allowable Moment = 66156.75 lb -in (F^b = 2916 psi.) Deflection: (3)Ply2x6SP#l: 0.07 in.: L/1734.6 (3)P1y2x6SP#1 was selected for use as endwall COLUMN for E2 Critical Upper Trib Width = 9 ft.; Ht = 3.08 ft. Upper Design Pressure= 7.1 psf. Max Upper Moment = 910.77 lb -in Allowable Moment = 13763.75 lb -in (F^b = 1820 psi.) 2x6 #2 SPF was selected for use as endwall columns UPPER for E2 2x6 Jackbrace Design E2: Bay spacing = 10 Fx = 434:Fy = 134:Fres = 454:Ften = 284 (lbs): @ angle = 17.1 Estimated Tension force resolved: 283.7 <= 1285.44 No bearing block required at column End nail truss (through bndng) to jack w/ (3) 20d R.S. Nails & nail bndng to trs w/ (4) 10d nails Connect purlins to truss w/ (1) 40d & (1) 10d toenail, 781.53 Wall shear force resolution: Sl, North Applied loads are: 587 lbs Force resisted by exterior sheathing (104 plf * 20) = 2080 lbs Force resisted by addtional bracing is: 0 lbs Steel Sheathing Results: 2080 (lbs) vs. 587 (lbs) No additional bracing required Uplift at Edges/Doors without Bracing: No anchorage Required No Eavelight Record No Dragstrut record Wall shear force resolution: S2, South Applied loads are: 587 lbs Force resisted by exterior sheathing (104 plf * 20) = 2080 lbs Force resisted by addtional bracing is: 0 lbs Steel Sheathing Results: 2080 (lbs) vs. 587 (lbs) No additional bracing required Uplift at Edges/Doors without Bracing: No anchorage Required No Eavelight Record No Dragstrut record Wall shear force resolution: E1, East A clearspan truss is indicated for this wall Attach heel of endwall truss w/ (5) 20d R.S. Nails Attach bearing block to column w/ (3) 20d R.S. Nails Applied loads are: 648 lbs Force resisted by exterior sheathing (104 plf * 7.04) = 732 lbs Force resisted by addtional bracing is: 0 lbs Steel Sheathing Results: 732 (lbs) vs. 648 (lbs) No additional bracing required Uplift at Corners/Doors without Bracing: U= 705, Use (2) 2x6x8 t.blocks at base of column (3) 20d. each Wall shear force resolution: E2, West A clearspan truss is indicated for this wall Attach heel of endwall truss w/ (5) 20d R.S. Nails Attach bearing block to column w/ (3) 20d R.S. Nails Applied loads are: 659 lbs Force resisted by exterior sheathing (104 plf * 18) = 1872 lbs Force resisted by addtional bracing is: 0 lbs Steel Sheathing Results: 1872 (lbs) vs. 659 (lbs) / 25 184.80 17.80 0.11724 0.00177 0.00035 0.00 0.00 0.00 26 196.00 15.00 0.11659 -0.00100 0.00011 0.00 0.00 0.00 27 196.00 0.00 0.11821 -0.00115 0.00002 0.00 0.00 0.00 28 212.00 0.00 0.11824 -0.00002 -0.00013 0.00 0.00 0.00 29 216.00 10.00 0.11676 0.00053 -0.00017 0.00 0.00 0.00 30 216.00 0.00 0.11825 0.00052 -0.00014 0.00 0.00 0.00 31 216.01 10.00 0.11676 0.00053 -0.00012 0.00 0.00 0.00 32 216.01 0.00 0.11825 0.00053 -0.00020 0.00 0.00 0.00 33 216.00 -1.00 0.11846 0.00052 -0.00022 0.00 0.00 0.00 34 216.00 -32.00 0.12331 0.00034 0.00015 0.00 0.00 0.00 35 216.00 -108.00 0.02761 0.00004 0.00225 0.00 0.00 0.00 36 216.00 -120.00 0.00000 0.00000 0.00233 -118.73 -154.53 0.00 M# nI nJ Description b(in) d(in) E(psi) Fb Ft Fv Fc Cd Cr Cm C1 Cp Ch Kf L1 L2 Kel Ke2 Lu E^(psi) F^b F^t F^v F^c L(in) -- -- -- ----------- ----- ----- ------ -- -- -- -- '- -- -- -- -- -- -- -- -- --- --- -- ------- --- --- --- --- ----- 1 1 2 (3)P1y2x6SP#1Wet 4.5 5.50 1.69E+06 1350 875 88 1550 1.60 1.35 0.85 1.00 0.70 2 1.0 126.0 36.0 0.7 0.8 36.0 1.44E+06 2479 1190 238 1485 12.00 2 2 3 (3)P1y2x6SP#1 4.5 5.50 1.60E+06 1350 875 88 1550 1.60 1.35 1.00 1.00 0.64 2 1.0 126.0 36.0 0.7 0.8 36.0 1.60E+06 2916 1400 280 1594 76.00 3 3 4 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 36.0 1.60E+06 2160 1400 280 2170 31.00 4 4 5 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 36.0 1.60E+06 2160 1400 280 2170 1.00 5 5 6 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 36.0 1.60E+06 2160 1400 280 2170 10.00 6 36 35 (3)P1y2x6SP#1Wet 4.5 5.50 1.69E+06 1350 875 88 1550 1.60 1.35 0.85 1.00 0.55 2 1.0 126.0 36.0 0.8 0.8 36.0 1.44E+06 2479 1190 238 1162 12.00 7 35 34 (3)P1y2x6SP#1 4.5 5.50 1.60E+06 1350 875 88 1550 1.60 1.35 1.00 1.00 0.49 2 1.0 126.0 36.0 0.8 0.8 36.0 1.60E+06 2916 1400 280 1203 76.00 8 34 33 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 31.00 9 33 32 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 1.00 10 32 31 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 10.00 11 4* 7*Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 1.0 2.00E+07 5991 5998 998 5995 1.00 12 33 -30 -Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 1.0 2.00E+07 5991 5998 998 5995 1.00 13 5 7*Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 0.1 1.60E+06 5998 5998 997 5998 0.10 14 6 8 -Bolt Member 1.5 3.50 1.60E+06 9999 9999.999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 0.1 1.60E+06 5998 5998 997 5998 0.10 15 7* 8*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 10.0 2.00E+06 3805 3080 304 3042 10.00 16 7*11*2x8 01 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 25.0 1.60E+06 1920 1280 280 1367 25.00 17 8*10*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 22.4 1.60E+06 1933 1280 280 1569 22.36 18 10*11*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 15.0 2.00E+06 3782 3080 304 2862 15.00 19 29*31 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 0.0 1.60E+06 5998 5998 997 5998 0.01 20 30*32 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 0.0 1.60E+06 5998 5998 997 5998 0.01 21 26*27*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 15.0 2.00E+06 3782 3080 304 2862 15.00 22 27*29*2x8 01 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 22.4 1.60E+06 1933 1280 280 1569 22.36 23 26*30*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 25.0 1.60E+06 1920 1280 280 1367 25.00 24 29*30*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 10.0 2.00E+06 3805 3080 304 3042 10.00 25 8 11 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 20.62 26 11 12 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 11.54 27 12 14 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 29.69 28 14 16 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 29 16 18 2x8 SP MSA 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 30 18 21 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 31 21 23 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 32 23 25 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 29.69 33 25 26 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 11.54 34 26 29 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 20.62 35 7 9 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 4.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 4.00 36 9 10 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 16.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 16.00 37 10 13 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 1.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 1.00 38 13 15 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 55.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 55.00 39 15 17 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 29.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 29.00 40 17 19 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 3.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 3.00 41 19 20 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 3.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 3.00 42 20 22 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 29.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 29.00 43 22 24 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 55.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 55.00 44 24 27 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 1.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 1.00 45 27 28 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 16.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 16.00 46 28 30 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975-1.60 1.00 1.00 0.55 0.10 2 1.0 4.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 4.00 47 14*15*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.82 2 1.0 29.7 29.7 1.0 0.7 29.7 2.00E+06 3688 3080 304 2605 29.68 48 15*18*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.49 2 1.0 48.9 48.9 1.0 0.7 48.9 2.00E+06 3672 3080 304 1557 48.92 49 18*22*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.49 2 1.0 48.9 48.9 1.0 0.7 48.9 2.00E+06 3672 3080 304 1557 48.92 50 22*23*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1:00 1.00 0.96 0.82 2 1.0 29.7 29.7 1.0 0.7 29.7 2.00E+06 3688 3080 304 2605 29.68.: M# nI nJ Mi Mj Ai Aj Ri Rj M(max) M(min) Ax(max) Shear(max) Csi(shr) Csi(b&a) -- -- -- ---------- ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ -------- -------- 1 1 2 -14,352.48 8,622.67 216.13 216.13 519.33 -435.64 -8,622.67 -14,352.48 216.13 519.33 0.14 0.26 2 2 3 -8,622.67 -4,345.03 216.13 216.13 435.64 94.38 4,983.44 -8,622.67 216.13 435.64 0.09 0.14 3 3 4 4,345.03 1,931.91 216.13 216.13 -94.38 310.58 4,345.03 -1,931.91 216.13 310.58 0.10 0.14 4 4 5 -1,931.91 2,241.99 70.58 71.27 -305.07 312.01 -1,931.91 -2,241.99 70.58 312.01 0.10 0.07 5 5 6 -2,231.80 -14.18 141.76 141.76 259.47 -189.73 14.18 -2,231.80 141.76 259.47 0.08 0.07 6 36 35 0.00 -1,271.29 154.53 154.53 118.73 -93.15 1,271.29 0.00 154.53 118.73 0.03 0.03 7 35 34 1,271.29 -2,196.89 154.53 154.53 93.15 68.80 3,307.43 1,271.29 154.53 93.15 0.02 0.05 8 34 33 2,196.89 959.74 154.53 154.53 -68.80 134.86 2,196.89 -959.74 154.53 134.86 0.04 0.07 9 33 32 -959.74 1,095.87 19.34 19.32 -135.06 137.19 -959.74 -1,095.87 19.34 137.19 0.04 0.03 10 32 31 -1,095.78 0.12 12.26 12.26 120.22 -98.91 -0.12 -1,095.78 12.26 120.22 0.04 0.03 11 4* 7* 0.00 0.00 176.26 176.26 0.00 0.00 0.00 0.00 176.26 0.00 0.00 0.00 12 33* 30* 0.00 0.00 133.84 133.84 0.00 0.00 0.00 0.00 133.84 0.00 0.00 0.00 13 5 7* -10.19 0.00 -577.02 -577.02 101.89 -101.89 0.00 -10.19 577.02 101.89 0.00 0.01 14 6 8* 14.18 0.00 189.73 189.73 -141.76 141.76 14.18 0.00 189.73 141.76 0.00 0.00 15 7* 8* 0.00 0.00 62.57 62.57 0.00 0.00 0.00 0.00 62.57 0.00 0.00 0.00 16 7* 11* 0.00 0.00 3.80 3.80 0.00 0.00 0.00 0.00 3.80 0.00 0.00 0.00 17 8* 10* 0.00 0.00 -181.49 -181.49 0.00 0.00 0.00 0.00 181.49 0.00 0.00 0.01 18 10* 11* 0.00 0.00 116.84 116.84 0.00 0.00 0.00 0.00 116.84 0.00 0.00 0.00 19 29* 31 0.00 -0.12 -98.91 -98.91 12.26 -12.26 0.12 0.00 98.91 12.26 0.00 0.00 20 30* 32 0.00 -0.08 257.21 257.21 8.43 -8.43 0.08 0.00 257.21 8.43 0.00 0.00 21 26* 27* 0.00 0.00 155.57 155.57 0.00 0.00 0.00 0.00 155.57 0.00 0.00 0.01 22 27* 29* 0.00 0.00 -427.02 -427.02 0.00 0.00 0.00 0.00 427.02 0.00 0.00 0.03 23 26* 30* 0.00 0.00 284.18 284.18 0.00 0.00 0.00 0.00 284.18 0.00 0.00 0.02 24 29* 30* 0.00 0.00 8.98 8.98 0.00 0.00 0.00 0.00 8.98 0.00 0.00 0.00 25 8 11 0.00 -84.29 371.42 381.12 -34.10 -42.28 84.29 -156.94 371.42 42.28 0.02 0.01 26 11 12 84.29 506.38 412.96 418.39 -72.55 29.78 84.29 -506.38 412.96 72.55 0.03 0.02 27 12 14 -506.38 -242.23 418.39 432.36 -29.78 -80.21 242.23 -626.03 418.39 80.21 0.04 0.02 28 14 16 242.23 585.80 378.73 390.37 -79.30 -12.36 242.23 -606.39 378.73 79.30 0.04 0.02 29 16 18 -585.80 -853.65 390.37 402.01 12.36 -104.01 853.65 -585.80 390.37 104.01 0.05 0.02 7/21 Wn 36 35 Ux 1.74 Wn 35 34 Ux 1.74 Wn 34 33 Ux 1.74 Wn 33 32 Ux 1.74 Wn 32 31 Ux 1.74 Wn 36 35 Ux 0.39 Wn 35 34 Ux 0.39 Wn 34 33 Ux 0.39 Wn 33 32 Ux 0.39 Wn 32 31' Ux 0.39 Wn 29 30 Nx -471.54 Sum(Fx) = -638.05 + 638.05 = 0 Sum(Fy) = 370.66 + -370.66 = 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Begin Frame Report , Frame Validated = 2 Frame ID = J2016106973_FF_SG Fink FP 2; Loadcase = #22, 0.6D+.06W(Pip) Geometry of Structure: Nodal Displacements: Reactions: x(in) y(in) dx dy dz(rad) Rx (lbs) Ry (lbs) Rz(in-lbs) 1 0.00 -120.00 0.00000 0.00000 0.00000 -291.80 -605.00 9,831.22 2 0.00 -108.00 0.00593 0.00017 0.00093 0.00 0.00 0.00 3 0.00 -32.00 0.12753 0.00133 0.00105 0.00 0.00 0.00 4 0.00 -1.00 0.13991 0.00204 -0.00013 0.00 0.00 0.00 5 -0.10 0.00 0.13977 0.00203 -0.00015 0.00 0.00 0.00 6 -0.10 10.00 0.13749 0.00210 -0.00027 0.00 0.00 0.00 7 0.00 0.00 0.13977 0.00205 -0.00024 0.00 0.00 0.00 8 0.00 10.00 0.13748 0.00213 -0.00020 0.00 0.00 0.00 9 4.00 0.00 0.13967 0.00302 -0.00025 0.00 0.00 0.00 10 20.00 0.00 0.13928 0.00747 -0.00033 0.00 0.00 0.00 11 20.00 15.00 0.13647 0.00771 -0.00045 0.00 0.00 0.00 12 31.20 17.80 0.13536 0.01425 -0.00065 0.00 0.00 0.00 13 21.00 0.00 0.13922 0.00781 -0.00034 0.00 0.00 0.00 14 60.00 25.00 0.13260 0.03072 -0.00040 0.00 0.00 0.00 15 76.00 0.00 0.13604 0.03255 -0.00038 0.00 0.00 0.00 16 84.00 31.00 0.13243 0.03569 0.00003 0.00 0.00 0.00 17 105.00 0.00 0.13470 0.03893 -0.00006 0.00 0.00 0.00 18 108.00 37.00 0.13402 0.03371 -0.00001 0.00 0.00 0.00 19 108.00 0.00 0.13457 0.03906 -0.00002 0.00 0.00 0.00 20 111.00 0.00 0.13443 0.03907 0.00001 0.00 0.00 0.00 21 132.00 31.00 0.13554 0.03666 -0.00006 0.00 0.00 0.00 22 140.00 0.00 0.13309 0.03191 0.00054 0.00 0.00 0.00 23 156.00 25.00 0.13478 0.03056 0.00062 0.00 0.00 0.00 24 195.00 0.00 0.13135 -0.00097 0.00012 0.00 0.00 0.00 25 184.80 17.80 0.12940 0.00570 0.00080 0.00 0.00 0.00 26 196.00 15.00 0.12810 -0.00079 0.00028 0.00 0.00 0.00 27 196.00 0.00 0.13132 -0.00108 0.00009 0.00 0.00 0.00 28 212.00 0.00 0.13162 0.00084 -0.00025 0.00 0.00 0.00 29 216.00 10.00 0.12848 0.00192 -0.00033 0.00 0.00 0.00 30 216.00 0.00 0.13169 0.00189 -0.00027 0.00 0.00 0.00 31 216.01 10.00 0.12848 0.00192 -0.00018 0.00 0.00 0.00 32 216.01 0.00 0.13169 0.00190 -0.00061 0.00 0.00 0.00 33 216.00 -1.00 0.13235 0.00189 -0.00070 0.00 0.00 0.00 34 216.00 -32.00 0.16792 0.00123 -0.00087 0.00 0.00 0.00 35 216.00 -108.00 0.04859 0.00016 0.00393 0.00 0.00 0.00 36 216.00 -120.00 0.00000 0.00000 0.00411 --298.93 -558.49 0.00 M# nI nJ Description b(in) d(in) E(psi) Fb Ft Fv Fc Cd Cr Cm Cl Cp Ch Kf L1 L2 Kel Ke2 -- -- -- ----------- ----- ----- ------ -' -- -- '- '- -' -- -- -- -- -- -- -- --- --- 1 1 2 (3)P1y2x65P#1Wet 4.5 5.50 1.69E+06 1350 875 88 1550 1.60 1.35 0.85 1.00 0.70 2 1.0 126.0 36.0 0.7 0.8 2 2 3 (3)P1y2x6SP#1 4.5 5.50 1.60E+06 1350 875 88 1550 1.60 1.35 1.00 1.00 0.64 2 1.0 126.0 36.0 0.7 0.8 3 3 4 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 4 4 5 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 5 5 6 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.7 0.8 6 36 35 (3)P1y2x6SP#1Wet 4.5 5.50 1.69E+06 1350 875 88 1550 1.60 1.35 0.85 1.00 0.55 2 1.0 126.0 36.0 0.8 0.8 7 35 34 (3)P1y2x6SP#1 4.5 5.50 1.60E+06 1350 875 88 1550 1.60 1.35 1.00 1.00 0.49 2 1.0 126.0 36.0 0.8 0.8 8 34 33 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 9 33 32 (2)Ply2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 10 32 31 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 11 4* 7 -Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 12 33*30*Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 13 5 7*Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 14 6 8 -Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 15 7* 8*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 16 7*11*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 17 8*10*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 18 10*11*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 19 29*31 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 20 30*32 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 21 26*27*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 22 27*29*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 23 26*30*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 24 29*30*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 25 8 11 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 26 11 12 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24.0 0.7 0.7 27 12 14 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 28 14 16 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 29 16 18 2x0 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 30 18 21 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 31 21 23 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 32 23 25 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 33 25 26 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24.0 0.7 0.7 34 26 29 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 35 7 9 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 4.0 120.0 0.7 0.7 36 9 10 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 I2 1.0 16.0 120.0 0.7 0.7 Lu E^(psi) F^b F^t F^v F^c L(in) 36.0 1.44E+06 2479 1190 238 1485 12.00 36.0 1.60E+06 2916 1400 280 1594 76.00 36.0 1.60E+06 2160 1400 280 2170 31.00 36.0 1.60E+06 2160 1400 280 2170 1.00 36.0 1.60E+06 2160 1400 280 2170 10.00 36.0 1.44E+06 2479 1190 238 1162 12.00 36.0 1.60E+06 2916 1400 280 1203 76.00 36.0 1.60E+06 2160 1400 280 2170 31.00 36.0 1.60E+06 2160 1400 280 2170 1.00 36.0 1.60E+06 2160 1400 280 2170 10.00 1.0 2.00E+07 5991 5998 998 5995 1.00 1.0 2.00E+07 5991 5998 998 5995 1.00 0.1 1.60E+06 5998 5998 997 5998 0.10 0.1 1.60E+06 5998 5998 997 5998 0.10 10.0 2.00E+06 3805 3080 304 3042 10.00 25.0 1.60E+06 1920 1280 280 1367 25.00 22.4 1.60E+06 1933 1280 280 1569 22.36 15.0 2.00E+06 3782 3080 304 2862 15.00 0.0 1.60E+06 5998 5998 997 5998 0.01 0.0 1.60E+06 5998 5998 997 5998 0.01 15.0 2.00E+06 3782 3080 304 2862 15.00 22.4 1.60E+06 1933 1280 280 1569 22.36 25.0 1.60E+06 1920 1280 280 1367 25.00 10.0 2.00E+06 3805 3080 304 3042 10.00 24.0 2.00E+06 3671 3080 304 2832 20.62 24.0 2.00E+06 3671 3080 304 2832 11.54 24.0 2.00E+06 3671 3080 304 2832 29.69 24.0 2.00E+06 3671 3080 304 2832 24.74 24.0 2.00E+06 3671 3080 304 2832 24.74 24.0 2.00E+06 3671 3080 304 2832 24.74 24.0 2.00E+06 3671 3080 304 2832 24.74 24.0 2.00E+06 3671 3080 304 2832 29.69 24.0 2.00E+06 3671 3080 304 2832 11.54 24.0 2.00E+06 3671 3080 304 2832 20.62 120.0 2.00E+06 2129 3080 304 303 4.00 120.0 2.00E+06 2129 3080 304 303 16.00 Wp 1 2 Ux 0.55 0.00 0.00 0.00 0.00 Wp 2 3 Ux 0.55 0.00 0.00 0.00 0.00 Wp 3 4 Ux 0.55 0.00 0.00 0.00 0.00 Wp 4 5 Ux 0.55 0.00 0.00 0.00 0.00 Wp 5 6 Ux 0.55 0.00 0.00 0.00 0.00 Wp 8 11 Ux -7.98 0.00 0.00 0.00 0.00 Wp 11 12 Ux -7.98 0.00 0.00 0.00 0.00 Wp 12 14 Ux -7.98 0.00 0.00 0.00 0.00 Wp 14 16 Ux -7.98 0.00 0.00 0.00 0.00 Wp 16 18 Ux -7.98 0.00 0.00 0.00 0.00 Wp 8 11 Ux -1.27 0.00 0.00 0.00 0.00 Wp 11 12 Ux -1.27 0.00 0.00 0.00 0.00 Wp 12 14 Ux -1.27 0.00 0.00 0.00 0.00 Wp 14 16 Ux -1.27 0.00 0.00 0.00 0.00 Wp 16 18 Ux -1.27 0.00 0.00 0.00 0.00 Wp 8 11 Uy -7.98 0.00 0.00 0.00 0.00 Wp 11 12 Uy -7.98 0.00 0.00 0.00 0.00 Wp 12 14 Uy -7.98 0.00 0.00 0.00 0.00 Wp 14 16 Uy -7.98 0.00 0.00 0.00 0.00 Wp 16 18 Uy -7.98 0.00 0.00 0.00 0.00 Wp 8 11 Uy -1.27 0.00 0.00 0.00 0.00 Wp 11 12 Uy -1.27 0.00 0.00 0.00 0.00 Wp 12 14 Uy -1.27 0.00 0.00 0.00 0.00 Wp 14 16 Uy - -1.27 0.00 0.00 0.00 0.00 Wp 16 18 Uy -1.27 0.00 0.00 0.00 0.00 Wp 18 21 Ux 5.69 0.00 0.00 0.00 0.00 Wp 21 23 Ux 5.69 0.00 0.00 0.00 0.00 Wp 23 25 Ux 5.69 0.00 0.00 0.00 0.00 Wp 25 26 Ux 5.69 0.00 0.00 0.00 0.00 Wp 26 29 Ux 5.69 0.00 0.00 0.00 0.00 Wp 18 21 Ux 0.83 0.00 0.00 0.00 0.00 Wp 21 23 Ux 0.83 0.00 0.00 0.00 0.00 Wp 23 25 Ux 0.83 0.00 0.00 0.00 0.00 Wp 25 26 -Ux 0.83 0.00 0.00 0.00 0.00 Wp 26 29 Ux 0.83 0.00 0.00 0.00 0.00 Wp 18 21 Uy -5.69 0.00 0.00 0.00 0.00 Wp 21 23 Uy -5.69 0.00 0.00 0.00 0.00 Wp 23 25 Uy -5.69 0.00 0.00 0.00 0.00 Wp 25 26 Uy -5.69 0.00 0.00 0.00 0.00 Wp 26 29 Uy -5.69 0.00 0.00 0.00 0.00 Wp 18 21 Uy -0.83 0.00 0.00 0.00 0.00 Wp 21 23 Uy -0.83 0.00 0.00 0.00 0.00 Wp 23 25 Uy -0.83 0.00 0.00 0.00 0.00 Wp 25 26 Uy -0.83 0.00 0.00 0.00 0.00 Wp 26 29 Uy -0.83 0.00 0.00 0.00 0.00 Wp 36 35 Ux 5.05 0.00 0.00 0.00 0.00 Wp 35 34 Ux 5.05 0.00 0.00 0.00 0.00 Wp 34 33 Ux 5.05 0.00 0.00 0.00 0.00 Wp 33 32 Ux 5.05 0.00 0.00 0.00 0.00 Wp 32 31 Ux 5.05 0.00 0.00 0.00 0.00 Wp 36 35 Ux 0.75 0.00 0.00 0.00 0.00 Wp 35 34 Ux 0.75 0.00 0.00 0.00 0.00 Wp 34 33 Ux 0.75 0.00 0.00 0.00 0.00 Wp 33 32 Ux 0.75 0.00 0.00 0.00 0.00 Wp 32 31 Ux 0.75 0.00 0.00 0.00 0.00 Wn 29 30 Nx -518.86 0.00 0.00 0.00 0.00 Sum(Fx) = -590.73 + 590.73 = 0 Sum(Fy) = 1163.49 + -1163.49 - 0 Begin Frame Report , Frame Validated = 2 Frame ID = J2016106973 FF SG Fink FP 2; Loadcase = N23, 0.6D+.06W(min) Geometry of Structure: Nodal Displacements: Reactions: ---------------------- ----------------------------- -------------------------------------- x(in) y(in) dx dy dz(rad) Rx(lbs) Ry(lbs) Rz(in-lbs) 1 0.00 -120.00 0.00000 0.00000 0.00000 -434.10 291.79 12,836.14 2 0.00 -108.00 0.00761 -0.00008 0.00118 0.00 0.00 0.00 3 0.00 -32.00 0.13845 -0.00064 0.00078 0.00 0.00 0.00 4 0.00 -1.00 0.14368 -0.00099 -0.00009 0.00 0.00 0.00 5 -0.10 0.00 0.14359 -0.00100 -0.00008 0.00 0.00 0.00 6 -0.10 10.00 0.14331 -0.00101 0.00000 0.00 0.00 0.00 7 0.00 0.00 0.14359 -0.00099 -0.00001 0.00 0.00 0.00 8 0.00 10.00 0.14331 -0.00101 -0.00003 0.00 0.00 0.00 9 4.00 0.00 0.14357 -0.00094 -0.00001 0.00 0.00 0.00 10 20.00 0.00 0.14349 -0.00139 0.00009 0.00 0.00 0.00 11 20.00 15.00 0.14328 -0.00145 0.00013 0.00 0.00 0.00 12 31.20 17.80 0.14359 -0.00379 0.00026 0.00 0.00 0.00 13 21.00 0.00 0.14350 -0.00149 0.00010 0.00 0.00 0.00 14 60.00 25.00 0.14477 -0.01127 0.00018 0.00 0.00 0.00 15 76.00 0.00 0.14398 -0.01176 0.00014 0.00 0.00 0.00 16 84.00 31.00 0.14462 -0.01306 -0.00004 0.00 0.00 0.00 17 105.00 0.00 0.14421 -0.01367 -0.00002 0.00 0.00 0.00 18 108.00 37.00 0.14360 -0.01134 -0.00006 0.00 0.00 0.00 19 108.00 0.00 0.14423 -0.01360 -0.00003 0.00 0.00 0.00 20 111.00 0.00 0.14425 -0.01348 -0.00005 0.00 0.00 0.00 21 132.00 31.00 0.14301 -0.01082 -0.00001 0.00 0.00 0.00 22 140.00 0.00 0.14448 -0.01121 -0.00006 0.00 0.00 0.00 23 156.00 25.00 0.14245 -0.01010 -0.00003 0.00 0.00 0.00 24 195.00 0.00 0.14542 -0.00625 -0.00022 0.00 0.00 0.00 25 184.80 17.80 0.14199 -0.00806 -0.00014 0.00 0.00 0.00 26 196.00 15.00 0.14212 -0.00601 -0.00021 0.00 0.00 0.00 27 196.00 0.00 0.14544 -0.00603 -0.00022 0.00 0.00 0.00 28 212.00 0.00 0.14575 -0.00196 -0.00028 0.00 0.00 0.00 29 216.00 10.00 0.14279 -0.00088 -0.00027 0.00 0.00 0.00 35 7 9 0.00 79.04 -82.19 -82.19 -18.76 20.76 0.00 -79.04 82.19 20.76 0.01 0.03 36 9 10 -79.04 475.18 -82.19 -82.19 -20.76 28.76 -79.04 -475.18 82.19 28.76 0.02 0.03 37 10 13 -475.18 450.35 145.80 145.80 25.08 -24.58 -450.35 -475.18 145.80 25.08 0.01 0.02 38 13 15 -450.35 -145.15 145.80 145.80 24.58 2.92 153.68 -450.35 145.80 24.58 0.01 0.02 39 15 17 145.15 -229.79 128.26 128.26 10.17 4.33 248.54 145.15 128.26 10.17 0.01 0.01 40 17 19 229.79 -214.55 128.26 128.26 -4.33 5.83 229.79 214.55 128.26 5.83 0.00 0.01 41 19 20 214.55 -194.81 128.26 128.26 -5.83 7.33 214.55 194.81 128.26 7.33 0.00 0.01 42 20 22 194.81 227.98 128.26 128.26 -7.33 21.83 194.81 -227.98 128.26 21.83 0.01 0.01 43 22 24 -227.98 -213.33 281.54 281.54 21.77 5.73 246.12 -227.98 281.54 21.77 0.01 0.02 44 24 27 213.33 -207.35 281.54 281.54 -5.73 6.23 213.33 207.35 281.54 6.23 0.00 0.02 45 27 28 207.35 -57.47 322.43 322.43 -5.37 13.37 207.35 57.47 322.43 13.37 0.01 0.02 46 28 30 57.47 0.00 322.43 322.43 -13.37 15.37 57.47 0.00 322.43 15.37 0.01 0.01 47 14* 15* 0.00 0.00 -4.91 -4.91 0.00 0.00 0.00 0.00 4.91 0.00 0.00 0.00 48 15* 18* 0.00 0.00 22.77 22.77 0.00 0.00 0.00 0.00 22.77 0.00 0.00 0.00 49 18* 22* 0.00 0.00 159.19 159.19 0.00 0.00 0.00 0.00 159.19 0.00 0.00 0.01 50 22* 23* 0.00 0.00 -91.19 -91.19 0.00 0.00 0.00 0.00 91.19 0.00 0.00 0.00 Kind nI nJ Type Mag Distl Dist2 Magl Mag2 ---- D -- ------------ 6 11 ------------ Uy ------------ 2.00 ------------ 0.00 ------------ 0.00 ------------ 0.00 0.00 D 11 12 Uy 2.00 0.00 0.00 0.00 0.00 D 12 14 Uy 2.00 0.00 0.00 0.00 0.00 D 14 16 Uy 2.00 0.00 0.00 0.00 0.00 D 16 18 Uy 2.00 0.00 0.00 0.00 0.00 D 18 21 - Uy 2.00 0.00 0.00 0.00 0.00 D 21 23 Uy 2.00 0.00 0.00 0.00 0.00 D 23 25 Uy 2.00 0.00 0.00 0.00 0.00 D 25 26 Uy 2.00 0.00 0.00 0.00 0.00 D 26 29 Uy 2.00 0.00 0.00 0.00 0.00 D 7 9 Uy 0.50 0.00 0.00 0.00 0.00 D 9 10 Uy 0.50 0.00 0.00 0.00 0.00 D 10 13 Uy 0.50 0.00 0.00 0.00 0.00 D 13 15 Uy 0.50 0.00 0.00 0.00 0.00 D 15 17 Uy 0.50 0.00 0.00 0.00 0.00 D 17 19 Uy 0.50 0.00 0.00 0.00 0.00 D 19 20 Uy 0.50 0.00 0.00 0.00 0.00 D 20 22 Uy 0.50 0.00 0.00 0.00 0.00 D 22 24 Uy 0.50 0.00 0.00 0.00 0.00 D 24 27 Uy 0.50 0.00 0.00 0.00 0.00 D 27 28 Uy 0.50 0.00 0.00 0.00 0.00 D 28 30 Uy 0.50 0.00 0.00 0.00 0.00 Wm 11 12 Ux 2.52 0.00 0.00 0.00 0.00 Wm 12 14 Ux 2.52 0.00 0.00 0.00 0.00 Wm 14 16 Ux 2.52 0.00 0.00 0.00 0.00 Wm 16 18 Ux 2.52 0.00 0.00 0.00 0.00 Wm 18 21 IIx 0.12 0.00 0.00 0.00 0.00 Wm 21 23 Ux 0.12 0.00 0.00 0.00 0.00 Wm 23 25 Ux 0.12 0.00 0.00 0.00 0.00 Wm 25 26 Ux 0.12 0.00 0.00 0.00 0.00 Wm 26 29 Ux 0.12 0.00 0.00 0.00 0.00 Wm 18 21 Ux 1.08 0.00 0.00 0.00 0.00 Wm 21 23 Ux 1.08 0.00 0.00 0.00 0.00 Wm 23 25 Ux 1.08 0.00 0.00 0.00 0.00 Wm 25 26 Ux 1.08 0.00 0.00 0.00 0.00 Wm 26 29 Ux 1.08 0.00 0.00 0.00 0.00 Wm 36 35 Ux 0.24 0.00 0.00 0.00 0.00 Wm 35 34 Ux 0.24 0.00 0.00 0.00 0.00 Wm 34 33 Ux 0.24 0.00 0.00 0.00 0.00 _ Wm 33 32 Ux 0.24 0.00 0.00 0.00 0.00 Wm 32 31 Ux 0.24 0.00 0.00 0.00 0.00 Wm 36 35 Ux 2.16 0.00 0.00 0.00 0.00 Wm 35 34 Ux 2.16 0.00 0.00 0.00 0.00 Wm 34 33 Ux 2.16 0.00 0.00 0.00 0.00 Wm 33 32 Ux 2.16 0.00 0.00 0.00 0.00 Wm 32 31 Ux 2.16 -•0.00 0.00 0.00 0.00 ._ Wm 1 2 Ux 0.56 0.00 0.00 0.00 0.00 Wm 2 3 Ux 0.56 0.00 0.00 0.00 0.00 Wm 3 4 Ux 0.56 0.00 0.00 0.00 0.00 Wm 4 5 Ux 0.56 0.00 0.00 0.00 0.00 Wm 5 6 Ux 0.56 0.00 0.00 0.00 0.00 Wm 1 2 Ux 5.04 0.00 0.00 0.00 0.00 Wm 2 3 Ux 5.04 0.00 0.00 0.00 0.00 Wm 3 4 Ux 5.04 0.00 0.00 0.00 0.00 Wm 4 5 Ux 5.04 0.00 0.00 0.00 0.00 Wm 5 6 Ux 5.04 0.00 0.00 0.00 0.00 Wm 8 11 Ux 0.28 0.00 0.00 0.00 0.00 Wm 11 12 Ux 0.28 0.00 0.00 0.00 0.00 Wm 12 14 Ux 0.28 0.00 0.00 0.00 0.00 Wm 14 16 Ux 0.28 0.00 0.00 0.00 0.00 Wm 16 18 Ux 0.28 0.00 0.00 0.00 0.00 Wm 8 11 Ux 2.52 0.00 0.00 0.00 0.00 Wn 29 30 Nx -576.68 0.00 0.00 0.00 0.00 Sum(Fx) = -571.32 + 571.32 = 0 Sum(Fy) = -540 + 540 = 0 Begin Frame Report , Frame Validated = 2 Frame ID = J2016106973_FF SG Fink FP 2; Loadcase = #24, D+0.75(0.6W+S)(Nip) Geometry of Structure: Nodal Displacements: Reactions: ---------------------- x(in) y(in) ----------------------------- dx dy dz(rad) -------------------------------------- Rx(lbs) Ry(lbs) Rz(in-lbs) 1 0.00 -120.00 0.00000 0.00000 0.00000 -360.56 1,776.99 9,212.20 2 0.00 -108.00 0.00534 -0.00051 0.00081 0.00 0.00 0.00 3 0.00 -32.00 0.07406 -0.00392 0.00004 0.00 0.00 0.00 4 0.00 -1.00 0.06939 -0.00601 0.00009 0.00 0.00 0.000 10 32 31 409.33 -5.75 -575.17 -575.17 -32.37 48.35 409.33 5.75 575.17 48.35 0.02 0.02 11 4* 7* 0.00 0.00 -1,568.75 -1,568.75 0.00 0.00 0.00 0.00 1,568.75 0.00 0.00 0.01 12 33* 30* 0.00 0.00 -1,566.20 -1,566.20 0.00 0.00 0.00 0.00 1,566.20 0.00 0.00 0.01 13 5 7* 24.82 0.00 -653.77 -653.77 -248.22 248.22 24.82 0.00 653.77 248.22 0.00 0.01 14 6 8* -45.64 0.00 334.36 334.36 456.45 -456.45 0.00 -45.64 334.36 456.45 0.00 0.00 15 7* 8* 0.00 0.00 -330.07 -330.07 0.00 0.00 0.00 0.00 330.07 0.00 0.00 0.01 16 7* 11* 0.00 0.00 -1,829.02 -1,829.02 0.00 0.00 0.00 0.00 1,829.02 0.00 0.00 0.12 17 8* 10* 0.00 0.00 1,842.34 1,842.34 0.00 0.00 0.00 0.00 1,842.34 0.00 0.00 0.13 18 10* 11* 0.00 0.00 -611.09 -611.09 0.00 0.00 0.00 0.00 611.09 0.00 0.00 0.03 19 29* 31 0.00 5.75 48.35 48.35 -575.17 575.17 0.00 -5.75 48.35 575.17 0.01 0.00 20 30* 32 0.00 -3.26 60.16 60.16 326.35 -326.35 3.26 0.00 60.16 326.35 0.00 0.00 21 26* 27* 0.00 0.00 -572.57 -572.57 0.00 0.00 0.00 0.00 572.57 0.00 0.00 0.02 22 27* 29* 0.00 0.00 1,620.23 1,620.23 0.00 0.00 0.00 0.00 1,620.23 0.00 0.00 0.12 23 26* 30* 0.00 0.00 -1,578.13 -1,578.13 0.00 0.00 0.00 0.00 1,578.13 0.00 0.00 0.11 24 29* 30* 0.00 0.00 -360.03 -360.03 0.00 0.00 0.00 0.00 360.03 0.00 0.00 0.01 25 8 11 0.00 10,216.63 -1,265.19 -1,173.23 -354.85 636.31 0.00 -10,216.63 1,328.59 636.31 0.29 0.21 26 11 12 -10,216.63 3,434.15 -3,007.13 -2,955.63 666.31 -508.69 -3,434.15 -10,216.63 3,042.63 666.31 0.30 0.22 27 12 14 -3,434.15 -5,651.12 -2,955.63 -2,823.21 508.69 -103.39 5,651.12 -3,434.15 3,046.92 508.69 0.23 0.13 28 14 16 5,651.12 -3,996.80 -2,823.67 -2,713.32 102.00 235.75 6,032.15 3,996.80 2,899.75 235.75 0.11 0.13 29 16 18 3,996.80 6,012.93 -2,713.32 -2,602.97 -235.75 573.49 3,996.80 -6,012.93 2,789.40 573.49 0.26 0.13 30 18 21 -6,012.93 -3,873.99 -2,796.55 -2,906.90 593.97 -205.34 3,873.99 -6,012.93 2,796.55 593.97 0.27 0.13 31 21 23 3,873.99 -4,146.61 -2,906.90 -3,017.25 205.34 183.30 5,215.91 3,873.99 2,906.90 205.34 0.09 0.12 32 23 25 4,146.61 1,901.29 -3,088.80 -3,221.22 29.45 436.91 4,174.18 -1,901.29 3,088.80 436.91 0.20 0.10 33 25 26 -1,901.29 7,992.14 -3,221.22 -3,272.72 -436.91 618.27 -1,901.29 -7,992.14 3,221.22 618.27 0.28 0.18 34 26 29 -7,992.14 0.00 -1,679.39 -1,771.35 549.61 -225.74 0.00 -7,992.14 1,679.39 549.61 0.25 0.17 35 7 9 0.00 434.43 809.44 809.44 -106.94 110.27 0.00 -434.43 809.44 110.27 0.07 0.05 36 9 10 -434.43 2,305.49 809.44 809.44 -110.27 123.61 -434.43 -2,305.49 809.44 123.61 0.07 0.11 37 10 13 -2,305.49 2,216.69 2,457.28 2,457.28 89.22 -88.38 -2,216.69 -2,305.49 2,457.28 89.22 0.05 0.18 38 13 15 -2,216.69 -1,384.11 2,457.28 2,457.28 88.38 -42.55 1,384.11 -2,216.69 2,457.28 88.38 0.05 0.17 39 15 17 1,384.11 -1,637.42 2,477.94 2,477.94 20.82 3.35 1,644.14 1,384.11 2,477.94 20.82 0.01 0.15 40 17 19 1,637.42 -1,623.63 2,477.94 2,477.94 -3.35 5.85 1,637.42 1,623.63 2,477.94 5.85 0.00 0.15 41 19 20 1,623.63 -1,602.34 2,477.94 2,477.94 -5.85 8.35 1,623.63 1,602.34 2,477.94 8.35 0.00 0.15 42 20 22 1,602.34 -1,009.93 2,477.94 2,477.94 -8.35 32.51 1,602.34 1,009.93 2,477.94 32.51 0.02 0.15 43 22 24 1,009.93 1,440.02 2,711.85 2,771.85 -21.63 67.46 1,009.93 -1,440.02 2,771.85 67.46 0.04 0.16 44 24 27 -1,440.02 1,507.90 2,771.85 2,771.85 -67.46 68.29 -1,440.02 -1,507.90 2,771.85 68.29 0.04 0.16 45 27 28 -1,507.90 274.91 1,322.67 1,322.67 83.73 -70.40 -274.91 -1,507.90 1,322.67 83.73 0.05 0.10 46 28 30 -274.91 0.00 1,322.67 1,322.67 70.40 -67.06 0.00 -274.91 .1,322.67 70.40 0.04 0.06 47 14* 15* 0.00 0.00 1.47 1.47 0.00 0.00 0.00 0.00 1.47 0.00 0.00 0.00 48 15* 18* 0.00 0.00 -30.37 -30.37 0.00 0.00 0.00 0.00 30.37 0.00 0.00 0.00 49 18* 22* 0.00 0.00 264.33 264.33 0.00 0.00 0.00 0.00 264.33 0.00 0.00 0.01 50 22* 23* 0.00 0.00 -224.46 -224.46 0.00 0.00 0.00 0.00 224.46 0.00 0.00 0.01 Kind nI ---- -- nJ -- Type ---------- ------------ Mag ------------ Distl ------------ Dist2 ------------ Magl ------------ Mag2 .. D 8 11 Uy 3.33 0.00 0.00 0.00 0.00 D 11 12 Uy 3.33 0.00 0.00 0.00 0.00 D 12 14 Uy 3.33 0.00 0.00 0.00 0.00 D 14 16 Uy 3.33 0.00 0.00 0.00 0.00 D 16 18 Uy 3.33 0.00 0.00 0.00 0.00 _ D 18 21 Uy 3.33 0.00 0.00 0.00 0.00 D 21 23 Uy 3.33 0.00 0.00 0.00 0.00 D 23 25 Uy 3.33 0.00 0.00 0.00 0.00.. D 25 26 Uy 3.33 0.00 0.00 0.00 0.00 D 26 29 Uy - 3.33 0.00 0.00 0.00 0.00 D 7" 9 Uy 0.83 0.00 0.00 0.00 0.00 D 9 10 Uy 0.83 0.00 0.00 0.00 0.00 D 10 13 Uy 0.83 0.00 0.00 0.00 0.00 D 13 15 Uy 0.83 0.00 0.00 0.00 0.00 D 15 17 Uy 0.83 0.00 0.00 0.00 0.00 D 17 19 Uy 0.83 0.00 0.00 0.00 0.00 D 19 20 Uy 0.83 0.00 0.00 0.00 0.00 D 20 22 Uy 0.83 0.00 0.00 0.00 0.00 _ D 22 24 Uy 0.83 0.00 0.00 0.00 0.00 D 24 27 Uy 0.83 0.00 0.00 0.00 0.00 D 27 28 Uy 0.83 0.00 0.00 0.00 0.00 ... D 28 30 Uy 0.83 0.00 0.00 0.00 0.00 5 8 11 Uy 15.63 0.00 0.00 0.00 0.00 S 11 12 Uy 15.63 0.00 0.00 0.00 0.00 S 12 14 Uy 15.63 0.00 0.00 0.00 0.00 5 14 16 Uy 15.63 0.00 0.00 0.00 0.00 s 16 18 Uy 15.63 0.00 0.00 0.00 0.00 S 18 21 Uy 15.63 0.00 0.00 0.00 0.00 S 21 23 Uy 15.63 0.00 0.00 0.00 0.00 S 23 25 Uy 15.63 0.00 0.00 0.00 0.00 S 25 26 Uy 15.63 0.00 0.00 0.00 0.00 S 26 29 Uy 15.63 0.00 0.00 0.00 0.00 Wn 1 2 Ux 4.54 0.00 0.00 0.00 0.00 Wn 2 3 Ux 4.54 0.00 0.00 0.00 0.00 Wn 3 4 Ux 4.54 0.00 0.00 0.00 0.00 Wn 4 5 Ux 4.54 0.00 0.00 0.00 0.00 Wn 5 6 Ux 4.54 0.00 0.00 0.00 0.00 Wn 12 14 Uy -0.68 0.00 0.00 0.00 0.00 Wn 14 16 Uy -0.68 0.00 0.00 0.00 0.00 Wn 16 18 Uy -0.68 0.00 0.00 0.00 0.00 Wn 18 21 Ux 1.79 0.00 0.00 0.00 0.00 Wn 21 23 Ux 1.79 0.00 0.00 0.00 0.00 Wn 23 25 Ux 1.79 0.00 0.00 0.00 0.00 Wn 25 26 Ux 1.79 0.00 0.00 0.00 0.00 Wn 26 29 Ux 1.79 0.00 0.00 0.00 0.00 Wn 18 21 Ux 0.34 0.00 0.00 0.00 0.00 Wn 21 23 Ux 0.34 0.00 0.00 0.00 0.00 Wn 23 25 Ux 0.34 0.00 0.00 0.00 0.00 Wn 25 26 Ux 0.34 0.00 0.00 0.00 0.00 Wn 26 29 Ux 0.34 0.00 0.00 0.00 0.00 Wn 18 21 Uy -1.79 0.00 0.00 0.00 0.00 Wn 21 23 Uy -1.79 0.00 0.00 0.00 0.00 7 35 34 (3)P1y2x6SP#1 4.5 5.50 1.60E+06 1350 875 88 1550 1.60 1.35 1.00 1.00 0.49 2 1.0 126.0 36.0 0.8 0.8 36.0 1.60E+06 2916 1400 280 1203 76.00 8 34 33 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 31.00 9 33 32 (2)Ply2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 1.00 10 32 31 (2)P1y2x6SP#1 3.0 5.50 1.60E+06 1350 875 88 1550 1.60 1.00 1.00 1.00 0.88 2 1.0 36.0 36.0 0.8 0.8 36.0 1.60E+06 2160 1400 280 2170 10.00 11 4* 7 -Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 1.0 2.00E+07 5991 5998 998 5995 1.00 12 33*30*Dummy 1.5 5.50 2.00E+07 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 1 1.0 1.0 1.0 1.0 1.0 1.0 2.00E+07 5991 5998 998 5995 1.00 13 5 7*Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 0.1 1.60E+06 5998 5998 997 5998 0.10 14 6 8*Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.1 0.1 1.0 1.0 0.1 1.60E+06 5998 5998 997 5998 0.10 15 7* 8*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 10.0 2.00E+06 3805 3080 304 3042 10.00 16 7*11*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 25.0 1.60E+06 1920 1280 280 1367 25.00 17 8*10*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 22.4 1.60E+06 1933 1280 280 1569 22.36 18 10*11*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 15.0 2.00E+06 3782 3080 304 2862 15.00 19 29*31 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 0.0 1.60E+06 5998 5998 997 5998 0.01 20 30*32 Bolt Member 1.5 3.50 1.60E+06 9999 9999 999 9999 1.60 1.00 1.00 1.00 1.00 2 1.0 0.0 0.0 1.0 1.0 0.0 1.60E+06 5998 5998 997 5998 0.01 21 26*27*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.98 0.91 2 1.0 15.0 15.0 1.0 1.0 15.0 2.00E+06 3782 3080 304 2862 15.00 22 27*29*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.97 0.65 2 1.0 22.4 22.4 1.0 1.0 22.4 1.60E+06 1933 1280 280 1569 22.36 23 26*30*2x8 #1 SP 1.5 7.25 1.60E+06 1250 800 88 1500 1.60 1.00 1.00 0.96 0.57 2 1.0 25.0 25.0 1.0 1.0 25.0 1.60E+06 1920 1280 280 1367 25.00 24 29*30*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.99 0.96 2 1.0 10.0 10.0 1.0 1.0 10.0 2.00E+06 3805 3080 304 3042 10.00 25 8 11 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 20.62 26 11 12 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 11.54 27 12 14 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 29.69 28 14 16 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 29 16 18 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 30 18 21 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 31 21 23 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 24.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 24.74 32 23 25 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 29.7 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 29.69 33 25 26 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 11.5 24..0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 11.54 34 26 29 2x8 SP MSR 1.5 7.25 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.90 2 1.0 20.6 24.0 0.7 0.7 24.0 2.00E+06 3671 3080 304 2832 20.62 35 7 9 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 4.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 4.00 36 9 10 2x6SPMSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 16.0 120.0 0.7.0.7 120.0 2.00E+06 2129 3080 304 303 16.00 37 10 13 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 1.0 120.0 0.70.7 120.0 2.00E+06 2129 3080 304 303 1.00 38 13 15 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 55.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 55.00 39 15 17 2x6 SP MSA 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 29.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 29.00 40 17 19 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 3.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 3.00 41 19 20 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 3.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 3.00 42 20 22 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 29.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 29.00 43 22 24 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 55.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 55.00 44 24 27 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 1.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 1.00 45 27 28 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 16.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 16.00 46 28 30 2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.55 0.10 2 1.0 4.0 120.0 0.7 0.7 120.0 2.00E+06 2129 3080 304 303 4.00 47 14*15*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.82 2 1.0 29.7 29.7 1.0 0.7 29.7 2.00E+06 3688 3080 304 2605 29.68 48 15418*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.49 2 1.0 48.9 48.9 1.0 0.7 48.9 2.00Et06 3672 3080 304 1557 48.92 49 18*22*2x6 SP MSR 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.49 2 1.0 48.9 48.9 1.0 0.7 48.9 2.00E+06 3672 3080 304 1557 48.92 50 22*23*2x6 SP MSR. 1.5 5.50 2.00E+06 2400 1925 95 1975 1.60 1.00 1.00 0.96 0.82 2 1.0 29.7 29.7 1.0 0.7 29.7 2.00E+06 3688 3080 304 2605 29.68 M# nI nJ Mi Mj Ai Aj Ri Rj M(max) M(min) Ax(max) Shear(max) Csi(shr) Csi(b&a) -- -- -- ---------------------- ------------ ------------------------ ------------ ------------ ------------ ------------ ------------ -------- -------- 1 1 2 -5,821.25 3,720.71 -1,485.34 -1,485.34 189.91 -160.18 -3,720.71 -5,821.25 1,485.34 189.91 0.05 0.11 2 2 3 -3,720.71 -1,297.62 -1,485.34 -1,485.34 160.18 28.12 1,457.14 -3,720.71 1,485.34 160.18 0.03 0.06 3 3 4 1,297.62 764.55 -1,485.34 -1,485.34 -28.12 104.92 1,297.62 -764.55 1,485.34 104.92 0.03 0.04 4 4 5 -764.55 890.76 -189.02 -188.78 -124.35 126.82 -764.55 -890.76 189.05 126.82 0.04 0.03 5 5 6 -913.62 42.91 -429.13 -429.13 99.46 -74.68 -42.91 -913.62 429.13 99.46 0.03 0.03 6 36 35 0.00 -2,499.61 -1,512.04 -1,512.04 234.41 -182.19 2,499.61 0.00 1,512.04 234.41 0.06 0.06 7 35 34 2,499.61 -3,780.37 -1,512.04 -1,512.04 182.19 148.49 6,313.86 2,499.61 1,512.04 182.19 0.04 0.10 8 34 33 3,780.37 2,913.54 -1,512.04 -1,512.04 -148.49 283.37 3,780.37 -2,913.54 1,512.04 283.37 0.09 0.12 9 33 32 -2,913.54 3,196.97 -214.23 -214.28 -281.25 285.60 -2,913.54 -3,196.97 214.23 285.60 0.09 0.10 10 32 31 -3,193.70 -5.38 -538.41 -538.41 341.66 -298.15 5.38 -3,193.70 538.41 341.66 0.11 0.10 11 4* 7* 0.00 0.00 -1,284.88 -1,284.88 0.00 0.00 0.00 0.00 _1,284.88 0.00 0.00 0.01 12 33* 30* 0.00 0.00 -1,300.63 -1,300.63 0.00 0.00 0.00 0.00 1,300.63 0.00 0.00 0.01 13 5 7* 22.87 0.00 -206.86 -206.86 -228.67 228.67 22.87 0.00 206.86 228.67 0.00 0.00 14 6 8* -42.91 0.00 74.68 74.68 429.13 -429.13 0.00 -42.91 74.68 429.13 0.00 0.00 15 7* 8*. 0.00 0.00 -279.59 -279.59 0.00 0.00 0.00 0.00 279.59 0.00 0.00 0.01 16 7* 11* 0.00 0.00 -1,434.16 -1,434.16 0.00 0.00 0.00 0.00 1,434.16 0.00 0.00 0.10 17 8* 10* 0.00 0.00 1,518.49 1,518.49 0.00 0.00 0.00. 0.00 1,518.49 0.00 0.00 0.11 18 10* 11* 0.00 0.00 -502.05 -502.05 0.00 0.00 0.00 0.00 502.05 0.00 0.00 0.02 19 29* 31 0.00 5.38 -298.15 -298.15 -538.41 538.41 0.00 -5.38 298.15 538.41 0.00 0.00 20 30* 32 0.00 -3.27 629.39 629.39 327.00 -327.00 3.27 0.00 629.39 327.00 0.00 0.01 21 26* 27* 0.00 0.00 -449.15 -449.15 0.00 0.00 0.00 0.00 449.15 0.00 0.00 0.02 22 27* 29* 0.00 0.00 1,240.76 1,240.76 0.00 0.00 0.00 0.00 1,240.76 0.00 0.00 0.09 23 26* 30* 0.00 0.00 -1,130.37 -1,130.37 0.00 0.00 0.00 0.00 1,130.37 0.00 0.00 0.08 24 29* 30* 0.00 0.00 -332.64 -332.64 0.00 0.00 0.00 0.00 332.64 0.00 0.00 0.01 25 8 11 0.00 8,141.07 -1,252.36 -1,160.40 -282.55 507.25 0.00 -8,141.07 1,372.51 507.25 0.23 0.17 26 11 12 -8,141.07 2,675.51 -2,603.94 -2,552.44 536.34 -410.51 -2,675.51 -8,141.07 2,671.22 536.34 0.24 0.18 27 12 14 -2,675.51 -4,708.16 -2,552.44 -2,420.01 410.51 -86.94 4,708.16 -2,675.51 2,725.46 410.51 0.19 0.11 28 14 16 4,708.16 -3,318.28 -2,422.80 -2,312.45 78.64 191.00 4,991.84 3,318.28 2,566.99 191.00 0.09 0.11 29 16 18 3,318.28 4,742.22 -2,312.45 -2,202.10 -191.00 460.65 3,318.28 -4,742.22 2,456.63 460.65 0.21 0.10 30 18 21 -4,742.22 -3,096.40 -2,416.89 -2,527.24 477.12 -156.59 3,096.40 -4,742.22 2,416.89 477.12 0.22 0.10 31 21 23 3,096.40 -3,005.49 -2,527.24 -2,637.60 156.59 163.94 4,042.60 3,005.49 2,527.24 163.94 0.07 0.09 32 23 25 3,005.49 904.61 -2,713.11 -2,845.53 60.61 324.03 3,147.14 -904.61 2,713.11 324.03 0.15 0.08 33 25 26 -904.61 5,508.91 -2,845.53 -2,897.03 -324.03 473.61 -904.61 -5,508.91 2,845.53 473.61 0.21 0.12 34 26 29 -5,508.91 0.00 -1,746.30 -1,838.26 400.78 -133.67 0.00 -5,508.91 1,746.30 400.78 0.18 0.12 35 7 9 0.00 342.18 940.47 940.47 -83.88 87.21 0.00 -342.18 940.47 87.21 0.05 0.05 36 9 10 -342.18 1,844.24 940.47 940.47 -87.21 100.55 -342.18 -1,844.24 940.47 100.55 0.06 0.10 37 10 13 -1,844.24 1,768.16 2,298.65 2,298.65 76.50 -75.66 -1,768.16 -1,844.24 2,298.65 76.50 0.05 0.15 38 13 15 -1,768.16 -1,132.90 2,298.65 2,298.65 75.66 -29.83 1,132.90 -1,768.16 2,298.65 75.66 0.05 0.15 39 15 17 1,132.90 -1,352.61 2,318.53 2,318.53 19.66 4.51 1,364.78 1,132.90 2,318.53 19.66 0.01 0.14 40 17 19 1,352.61 -1,335.34 2,318.53 2,318.53 -4.51 7.01 1,352.61 1,335.34 2,318.53 7.01 0.00 0.14 41 19 20 1,335.34 -1,310.57 2,318.53 2,318.53 -7.01 9.51 1,335.34 1,310.57 2,318.53 9.51 0.01 0.14 42 20 22 1,310.57 -684.56 2,318.53 2,318.53 -9.51 33.67 1,310.57 684.56 2,318.53 33.67 0.02 0.14 43 22 24 684.56 859.93 2,643.46 2,643.46 -5.16 51.00 684.56 -859.93 2,643.46 51.00 0.03 0.13 44 24 27 -859.93 911.34 2,643.46 2,643.46 -51.00 51.83 -859.93 -911.34 2,643.46 51.83 0.03 0.14 45 27 28 -911.34 155.60 1,533.69 1,533.69 53.90 -40.57 -155.60 -911.34 1,533.69 53.90 0.03 0.09 46 28 30 -155.60 0.00 1,533.69 1,533.69 40.57 -37.23 0.00 -155.60 1,533.69 40.57 0.02 0.07 47 14* 15* 0.00 0.00 8.75 8.75 0.00 0.00 0.00 0.00 8.75 0.00 0.00 0.00 48 15* 18+ 0.00 0.00 -23.19 -23.19 0.00 0.00 0.00 0.00 23.19 0.00 0.00 0.00 49 18* 22* 0.00 0.00 301.48 301.48 0.00 0.00 0.00 0.00 301.48 0.00 0.00 0.01 Wn 29 30 Nx -407.87 0.00 0.00 0.00 0.00 Sum(Fx) = -424.32 + 424.32 = 0 Sum(Fy) = -2997.38 + 2997.38 = 0 0 c M m 1x/21 to 00 to L U N o o OU E N d m E E rn .a U C v J 3 Uw CD U f\ M N 04- U- w CA e-• c ter, II O t` o Ln o v M N N CL V O.J m 0 L N G m OZ U � 0) O) U C L C O'O •3 E N -C - t 3 N O X U Ld LLL. X L •O — 'O V) E 40- rn 3 Of Q N p to C N a X c O U O c a) G U N . U rnW v N 3LD. o 00 • 3 L LCL UOI w:;t ■ 40- NN O NQ cN- .On CU o_aaa V 0) N to N to 0) O N V E N C a~ 44J N iM XXXX N 'O 0w U N WV 0)'C L U N f0 O — — }) L > L •° 7 'n O t�G 4) Vai a.3a L 4- 'O N A m N N— N J OL pc 3mn. m ma) -a C. c0 ° C N Osv N 0) 7 3d N T� C UI3 4) m .0 d - m m Cl R:v FL to m Fes- 0)) 0 c M m 1x/21 to 00 to U N o o U) N Q rn .a v M CD I 4- f\ M N N U- w e-• ter, II O t` o Ln o r- M CL V m 0 L N d OZ � m 0 N O X U N N (n O \ J \ m N p to O N d C) :B: N N n > 3 L ; J V m ■ 40- NN O o_aaa V 0) N to N to 0) N iM XXXX N 'O M N N N N 3 N tD N 'O 'O L O > O m 0) t�G 4) U U39: 4- C4 > F- ca J J OL 0 c M m 1x/21 to 00 to LL LL LL LL LL fn N N N N m a a m m o to 0 0 eN- N \ N M to i J J J J LL z �� \ J 0 O J U (L n F— O N il QD cam- m o 9 z S Q� N o o N rn \ v M f\ M \_ N U- e-• ter, II O t` ix to LL r- M W 0 Z W t LL LL LL LL LL LL fn N N N N m a a m m o to 0 0 eN- N \ N M to i J J J J LL z �� \ J 0 O J U (L n F— O N il QD cam- m o 9 z S Q� AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, r`'C•`ftG'`1o�,3� l t/tJ:Jt': / 155GGi c:1,CnU-C , 4, i �'L ;,�' �• �j (name) j (address) (city) (state) being first duly sworn upon, oath, depose and say: I. That I am the record owner of the property described on the attached, and I grant my permission to: AS6,C tJ `, O v� CLC— , 1 Af )-A--- �5- V (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 1 day SUBSCRIBED AND SWORN to before me ;3 el s •O 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 tj Pub c,flor Idaho) , I�� AI-ILI Residing at: /L/ My Commission Expires: Rr61l 21. 20a Phone: (208) 8845533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org N Property Information Date: 2/13/2017 Parcel ID: R1079950010 Site Address: N Coppercloud Way Meridian 83646 Warmest Regards, The TitleOne Team TitleOne Corporation www.TitteOneCorp.com Notice: This report is based on a search of our tract indexes of the county records. This is not a title or ownership report and no examination of the title to the property described has been made. For this reason, no liability beyond the amount paid for this report is assumed hereunder, and the company is not responsible beyond the amount paid for any errors and omissions contained herein. Ada County Parcel Information Parcel ID #: R1079950010 Property Addr: N Coppercloud Way Meridian, ID 83646 Property Type: Other Owner Information Owner Name: Bridgetower Oa LLC Mail Adclim 1310 N Main St Meridian, ID 83642-1703 Assessor Information Legal Desc. LOT 01 BLK 33 BRIDGETOWER CROSSING SUB NO 10 Subdivision- i Bridgetower Crossing Sub No 10 Lot/Block:' 1/33 Section35 Acres:' 7.9820 Irrigation Dist: SETTLERS IRR N/A 0 City of Meridian -R-4 $0 Assessor Categories 2016 259 COMMON AREA - NO VALUE 7.982 $ r Totals: 7.982 $ Land Information Undsi Allred TitleOne Cusfomer Service Residential' 0 Phane (208) 287-5335 Q a title & escrow co. #alired[ZaTitleOneCorp.com Acres: %%vw.Tit6e On e G orp. com Assessor Categories 2016 259 COMMON AREA - NO VALUE 7.982 $ r Totals: 7.982 $ Land Information Residential' 0 Commercial 0 Other Acres:' 7.982 Street:' Asphalt/Concrete Acres: Acres: Water Source: i Public Sewer: Public Sidewalks:' Y Curbs and Y Gutters:". View:' Water Influence:? 1 Wateri 0 Corner:' N Frontage:; Utilities: i Underground Topography:', Level Recreations. Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or completeness of Information contained in this report. G.Pioneerfitlek GOING BEYOND 8151 W. Rifleman Ave. /Boise Idaho 83704 / (208) 377-2700 being rerecorded to correct grantors name ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 3.00 1 BOISE IDAHO 03115106 04:12 PM DEPUTY Yc1d Allen RECORDED—REQUEST OF 106039871 Pioneer ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 3.00 1 BOISE IDAHO 04107106 10:53 AM DEPUTY Bonnie Oberbillip RECORDED -REQUEST OF III I'IIII'III'�"I�IIIII�IIII�IIII'I Pioneff�t"/f� 106053391 WARRANTY DEED For Value Received PRIMELAND DEVELOPMENT CO., LLP whose true Mefna�ter referred to as Grrantor, dos herand eby grant bargam, set warrant and convey unto BRIDGETOWER OWNERS ASSOCIATION hereinafter referred to as Grantee, whose current address is 3120 W. Belltower, Ste. 100, Meridian, the following described premises, to -wit: Id. 83642 LOT,I r, 9 in BLOCK 33 BRIDGETOWER CROSSING SUBDIVISION NO. 10, as per Plat recorded in Book 94, Pages 11455 thru 11456, records of ADA COUNTY, Idaho. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: March 3, 2006 :'imend Development Company Frank S. Varriale, Man ageing Me r STATE OF ID, County of ADA, ss On this 6TH day of MARCH, in the year of 2006, before me THE UNDERSIGNED, a notary public, personally appeared FRANK S. VARRIALE, known or identified to be ONE of the member(s)/manager(s) in a limited liability partnership, of PRIMELAND DEVELOPMENT CO., LLP and the members)/manager(s) who subscribed said limited liability partnership name to the foregoing instrument, and acknowledged to me that he/she/they executed the same in said limited liability partnerhship name. Ka oontz Not blit of Id Residing at Boise Commission expires: August 15, 2009 C33 w H 19 0 0 M ti D) (D 0 0 M ti (D (D 0 0 0 U) w _J U E E U m CL c m (, E Z N LL 2 IL Lo N r ti Cl N IL m O W _SE77LERS / —_ __WHITE DRAIN EA N - — - _ F-- --- - - - - - I ---------------_ SEMENT T\� A 35' SETTLER'S I - - _ _ _ _ _ - BUIL --0 LOT LI N E COLEMAN RRIGATION - — DILDIN� N LATERAL EASEMENT I i i --------------- ----------- I I I L- --------� I i 100'+ 60' I I P 8x20'x11''4" ROPpSED BUILDING I I 1 I I I I.y :y LOT LINE I EASEMENT LINES --------------------------------------- �Sg\0NAL ENG,/N TE 106515 � ` O 10655 sT �o �9�T qTF 0 F 1 `I I 7 a 1 1 GENERAL NOTES AND SPECIFICATIONS 1. The materials and labor shown on these plans that are provided by Cleary Building Corp. are limited to those materials and labor as defined by the Cleary Building Corp. contract. Additional materials or accessories that are not being provided by Cleary Building Corp. may be shown on plans for context or building code compliance. 2. This building is designed in accordance with the following codes and specifications: 2012 International Building Code (IBC) 2012 Edition of National Design Specifications for Wood Construction' Use Group(s) Classification U Building Use: Storage Type of Construction: Type V—B Building Gross Square Footage: 360 Sq. Ft. Building Design Loads: Design Truss Load: 30 PSF Total Load Design Snow Load: 20 PSF Ground Snow Load (Pg) (per IBC) 25 PSF (for balanced roof snow load) Design Wind Speed: 105 MPH (EXP C per IBC) Seismic Use Group: I Seismic Design Category: C Maximum Considered Earthquake Ground Motion for 0.2 Second Spectral Response (Ss): 30.0%g Maximum Considered Earthquake Ground Motion for 1.0 Second Spectral Response (S 1.0): 10.47g 3. All lumber, unless otherwise noted, shall be S4S j(2 SPF or better. NI lumber embedded in the ground shall be treated with Chromated Copper Arsenate to a retention level of 0.60 pounds per cubic foot. 4. Grading should be such that the surface water is drained away from the foundation. Minimum grade would be six inches of vertical drop per ten feet of horizontal away from the foundation (5%). 5. Fill used for concrete floor slab sub grade, if present, shall be reasonably graded granular material. Fill used in column holes shall be the excavated soil unless otherwise noted. All fill shall be free from debris, stones over 4'4, and frozen material. 6. Electrical work is not a part of this drawing and shall be installed as per applicable codes. 7. Heating, ventilating, and air conditioning work is not a part of this drawing and shall be installed as per applicable codes. 8. Plumbing work is not a part of this drawing and shall be installed as per applicable codes. 9. Al nails are to be threaded hardened steel unless otherwise noted. 10. This design is based on a building site with sand, silty sand, clayey sand, silty gravel, - clayey gravel soil. As per the IBC building code and Referenced Standard ASAE 486.1, on assumed soil bearing design value of 1500 psf with increases for depth and width has been used in this design. If information is discovered before or during construction contrary to this, the building designer should be contacted. NOT>r This building, as depicted, must be constructed 10 feet or more from any and all lot lines and 20 feet or more from any other buildings on the some lot. See IBC code and/or the local building official for exceptions. NOTE: This document, as presented and sealed, is not intended to be, nor should it be construed as such, a complete building design. It is intended to represent just the building itself. The design of the electrical, mechanical, plumbing, and site drainage are excluded from this plan. It should also be noted that the designer is unaware of any subsoil investigation reports. Footings have been sized on assumed values as per note 10.0 under General Specifications and Notes. The designer excludes determination that the assumed soil conditions are present at the site. If a concrete floor will be installed, the design of the concrete floor is not part of these plans, nor is it intended to be. If shown, the concrete floor is only depicted to show its location with respect to related components of the building. The client or general contractor is encouraged to contract with other professional engineers or architects for the design of the concrete floor and its subgrade. (1) CLEARY WEATHERVANE OWNER LOCATE SOUTH ELEVATION EAST ELEVATION TABLE OF CONTENTS 110. ELEVATIONS 111. SITE PLAN 120. FLOOR PLAN 130. TYPICAL SECTION 140. DIAPHRAGM ACTION and MISC. DETAILS 150. TRUSS DIAGRAMS 100'+0" 12 Q3 V9/EST ELEVATION CONTINUOUS PEAK VENTILATION NORTH ELEVATION 100'+0" 100'+0" j, l �SSoNAL EMON S T E `cF� !� 10655 OF \�P����� 1 yFW B. L P�\ 'A7 COLUMNS: HOLE HOLE COLUMN SIZE: DEPTH: DIAMETER: FOOTING SIZE: NUMBER OF COLUMNS REQUIRED: Ilom- 1. FIELD VERIFY All DOOR AND WINDOW ROUGH OPENING SIZES PRIOR TO INSTALLING FRAME -OUTS GABLES: TAN 00 SLIDE DOORS: -- 2. ATTACH ALL ROOF, SIDE, END AND GABLE STEEL WITH PAINTED SCREWS A SIDEWALL O 3 -PLY 2x6xl6'-O" 4'-10" 18"4 4"x14"4 PRECAST CONCRETE FOOTING 2 3. ENDWALL COLUMNS ARE 3 -PLY TO THE BUILDING EAVE HEIGHT AND SINGLE PLY FROM THERE TO THE BO CORNER 3 -PLY 2x6xl6'-0' 4'-10' 18"0 4'x14"0 PRECAST CONCRETE FOOTING 4 ROOF PLANE �m x�o � b° , -I X: 0. 4. 2x4 STANDARD DIAGONAL CORNER BRACING AT ALL CORNERS (UNLESS OTHERWISE NOTED) © ENDWALL 3 -PLY 2x6xl7'-3' 4'-10" 18"4 4"x14"0 PRECAST CONCRETE FOOTING 2 5. 2x6 JACKBRACING AT ENDWALL COLUMNS (SEE DIAPHRAGM ACTION and MISC. DETAILS SHEET) DA) ENDWALL 3 -PLY 2x6x18'-3' 1 4'-10" 18'0 4x140 PRECAST CONCRETE FOOTING 1 6. 20 PURLIN BLOCKING AT ENDWALL TRUSSES 7. 20 CORNER BLOCKING TO BE INSTALLED AT ALL CORNERS NOTE: 27 TOTAL BAGS OF SACKCRETE REQUIRED FOR COLUMN ANCHORAGE CONT. PURLIN DESIGN CONSTRUCTION FOREMAN NOTE: BE SURE TO MAINTAIN THE OVERALL LAP DISTANCE AND THE SPACING FROM PURLIN END TO CENTER OF TRUSS AS SHOWN PURLIN LAYOUT (1) 40d NAIL TOE -NAIL EACH EACH PURLIN III// -(l) 110dWITH NAIL 36" MIN. I L I\\- (3) 1 Od 24" MIN. 11 24" MIN. NAILS TRUSS ALL PURLIN LAPS ANCHOR ALL COLUMNS WITH (3) 60# BAGS OF SACKCRETE AND (1) #4x12" REBAR FOR UPLIFT NOTE: COLUMN SETS ON TOP OF CONC. FOOTING - CHECK COLUMN CHART FOR EXACT FOOTING SIZE REQUIREMENTS (3) 60# BAGS OF (1) 4x12" REBAR SACKCRETE 7.S CONC. FOOTING COLUMN ANCHOR DETAIL 0 i d- 12' MR oK3'x6'-8" SOLID WALK DOOR WITH DEADBOLT AND NJ CD I d I SIDES: TAN (1) CLEARY WEATHERVANE (OWNER LOCATE) GABLES: TAN 00 SLIDE DOORS: -- nz¢ 0 ou TRIM (TYP.): LIGHT STONE F&J TRIM: -- oma' �- ACCENTS: -- WAINSCOTING: '- aw Zp��Qc'n'I w� `�z0c�o< GSL. 0 i �m x�o � b° , -I X: 0. d - PROJECT NUMBER: 2016106973 GEMINI TRIM B.E.=100'+4" 20'-0" 0 12' BE LOW PROFILE EAVE VENTILATION AT BOTH SIDES NOTE. USE CLEARSPAN TRUSS WITH BEARING BLOCKS AT BOTH ENDWALLS (SEE DIAPHRAGM ACTION and 8'x8' OVERHEAD IMISC. DETAILS SHEET) DOOR FRAME -OUT WITH 13" TO 20" ,0 0 HEADROOM OPTION WITH — — �� D LINER AND GEMINI TRIM CONTINUOUS PEAK (DOOR BY CLEARY SUB) VENTILATION I.D.=7'-11 1/2" CONDENSTOP CONDENSATION B.E.=100'+4' CONTROL MATERIAL APPLIED TO ROOF STEEL 7/16" OSB WALL LINER WITH BOTTOM TRIM, 2x4 INTERIOR NAILERS AT 24" O.C. B.E.=100'+4" no 201-0., mm BUILDING COLORS: I BUILDING ACCESSORIES: ROOF: LIGHT STONE ATTACH ROOF STEEL TO PURLINS WITH PAINTED SCREWS IN PAN AREA SIDES: TAN (1) CLEARY WEATHERVANE (OWNER LOCATE) GABLES: TAN CONDENSTOP CONDENSATION CONTROL MATERIAL APPLIED TO ROOF STEEL SLIDE DOORS: -- nz¢ 0 ou TRIM (TYP.): LIGHT STONE F&J TRIM: -- oma' �- ACCENTS: -- WAINSCOTING: '- aw Zp��Qc'n'I w� `�z0c�o< GSL. Z N Z O 0 I m i z 0 z 1 [LEAKY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (800)3735550 DRAWN BY: WACDERA DATE DRAWN: 12/5/16 Q O � J _ Luo w -n LuI nz¢ 0 ou O oma' �- ¢ _Lu z LLI aw Zp��Qc'n'I w� `�z0c�o< GSL. Z N Z O �m x�o � b° , -I X: 0. a. m vn PROJECT NUMBER: 2016106973 SHEET NUMBER: 120 -� SHEET SCALE: NONE I o��ss�0r1AL EN��N\ GASTER FP i� X10655 �9TT�q�E OF jq , yFW B. ll > N ) 0 m > m 3 0 ) C 100'+Orr PREPAINTED FABRAL GRAND RIB III PLUS ROOF AND SIDE STEEL #2 SPF 2x4 PURLINS AT 24" O.C. SEE HEEL DETAIL--\ CONDENSTOP CONDENSATION CONTROL MATERIAL APPLIED TO ROOF STEEL 12 3�� i SEE TRUSS DIAGRAMS 00 0 108'+5 1/2" USE SP 240OF-2.OE 2x6 GIRTS AT 31 1/4" O.C. AT SIDEWALLS USE #2 SPF 2x6 GIRTS AT 39 3/8" O.C. AT EAST ENDWALL N (2) ROWS: GS=33 7/8" USE SP 240OF-2.OE 2x6 GIRTS AT 39 3/8" O.C. AT WEST ENDWALL (2) ROWS: GS=33 7/8" 2x4 NAILERS AT 24" O.C. #1 SP .60 CCA 3—PLY 2x6 COLUMN 7/16" OSB WALL LINER WITH BOTTOM TRIM 2x8 TREATED PLANK ,-2x4 TREATED BASE NAILER B.E.=100'+4" cn cn o' 0 0 I o o + 0 0 CONCRETE FLOOR (BY CLEARY SUB) Cl NOTE: TRUSS NOT DESIGNED FOR CEILING LOAD (1) ROW 2x4 L.C.S. CENTERED LOW PROFILE EAVE VENT AT BOTH SIDES 0 x x O x Y' ATTACH TRUSS TO COLUMN WITH (2) 1/2"06 1/2" BOLTS AND NAIL WITH (2) 20d NAILS PER BOLT #1 SP .60 CCA 3—PLY 2x6 COLUMN ADJUSTING BLOCK BETWEEN TRUSS HEEL AND CENTER PLY OF COLUMN TO BE FIELD CUT TO FIT HEEL DETAIL BOX GABLE TRIM BEVELED 2x4 ROOF STEEL OUTER EAVE PURLIN ° 0 d (3) 60# BAGS MARCO EAVE MAINTAIN 1" AIR SPACE OF SACKCRETE VENTILATION ° WITH (1) #412" SIDE STEEL REBAR FOR UPLIFT 4"x14"4 PRECAST CONCRETE FOOTING EAVE DETAIL CLEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (800)373-5550 DRAWN BY: WALDERA DATE DRAWN: 12/5116 PLAN REVISIONS: D 0 n g\ONAL E�yG/N 22 G\ S T 10'655 �9l ��9TF OF \pP�o X407 ))q�11 Qz o J t= :T4 _ Luo � W �¢ w LLJ z U O (2 1 OoC � w,n w�zLlL4j p;v Q Z V 0x � O Q ¢ U Z p Z p z Godo Lu G0� m H in J_ xru a - _4 0 -4 - _ a n_ m V) PROJECT NUMBER: 2016106973 SHEET NUMBER_: 130--) SHEET SCALE: NONE g\ONAL E�yG/N 22 G\ S T 10'655 �9l ��9TF OF \pP�o X407 ))q�11 ATTACH EACH PURLIN TO TRUSS AT BOTH SIDES OF JACKBRACE LOCATION WITH (1) 40d NAIL AND TOE -NAIL WITH (1) 10d 2x4 PURLIN NAIL I 10L #2 SPF SINGLE ENDWALL VERTICAL WITH LUMBER TO MATCH COLUMN SIZE ENDWALL TRUSS ATTACH 2x6 JACKBRACE TO COLUMN WITH (5) 20d NAILS 3 -PLY 2x6 BUILDING COLUMN TO EAVE HEIGHT TIE 2x6 JACKBRACE TO TOP CHORD OF TRUSS WITH STEEL BANDING / END -NAIL BANDING AND TRUSS TO JACKBRACE WITH (3) 20d NAILS AND ATTACH BANDING TO TOP OF JACKBRACE WITH (4) 10d NAILS CLEARSPAN TRUSS 2x6 JACKBRACE — TNAIL 1x4 STIFFENER TO 2x6 JACKBRACE WITH 10d NAILS AT 12" O.C. JACKBRACE DETAIL AT ENDWALL COLUMNS EXTEND FIRST SHEET OF ROOF STEEL 3/4" PAST EDGE OF ENDWALL TRUSS AND ATTACH AT PAN AREA TO PURLIN BLOCKING WITH (2) WOOD GRIPS PER EACH BLOCK PREPAINTED FABRAL ROOF STEEL 2x4 PURLIN 2x4 PURLIN BLOCKING ATTACHED TO TRUSS WITH (2) 40d NAILS ENDWALL TRUSS GABLE DETAIL WITHOUT PURLIN EXTENSION ATTACH TRUSS - CORNER COLUMI (7) 20d NAILS #1 SP 2x6xl2" BEARING BLOCK ATTACHED TO Ci WITH (3) 20d N BUILDING COLUA STEEL PANEL LAP #10 WOOD GRIP SCREW WITH NEOPRENE WASHER AND MINIMUM 1" FRAMING PENETRATION AT ALL INTERMEDIATE FRAMING: SCREWS 9" O.C. AT ALL STEEL PANEL ENDS: SCREWS BOTH SIDES OF RIB NOTE: PAN NAILS MAY BE SUBSTITUTED FOR PANEL END FASTENERS WHEN CONCEALED BY FLASHING GRAND RIB 3 STEEL ATTACHMENT DETAIL CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL AT BOTH ENDWALLS USE (2) 20d NAILS - Xi Ix' OR (3) GUN NAILS AT CONTINUOUS WALL GIRTS AND EAVE PURLINS USE (4) 20d NAILS OR (6) GUN NAILS AT SPLICED WALL GIRTS AND EAVE PURLINS USE (6) 20d NAILS OR (12) GUN NAILS AT SPLICED SPLASH PLANK Iw xi i i ;xi Iw I Iw I IJ I_J USE (3) 20d NAILS J OR (6) GUN NAILS AT CONTINUOUS SPLASH PLANK NOTE: 20d NAILS TO BE RING SHANK HOT DIPPED GALVANIZED GUN NAIL ALTERNATE = 0.1310 1/2 RS-TLN NOTE: SPLASH PLANK AT BRACING LOCATIONS REQUIRE ADDITIONAL FASTENERS (SEE BRACING DETAIL SHEET) STANDARD WALL FRAMING NAILING CLIEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930720 VERONA, WI 53593 / (800) 3735550 DRAWN BY: WALDEPM DATE DRAWN: 12/5/16 PROJECT NUMBER: 2016106973 SHEET NUMBER: 140 SHEET SCALE: NONE �SS\ONAL ENS/ Qom° �< s rFR�o l 1 0655 11y� �4Te OF P����c� yew B. LN�� 117 0 Q Oz z J U) � o U ry V 'n Lu Lu c�a t7)ao 6iz ¢ � ou Oo�' F— Lu Q = G0 w GroAoz W � '� X a n. m to PROJECT NUMBER: 2016106973 SHEET NUMBER: 140 SHEET SCALE: NONE �SS\ONAL ENS/ Qom° �< s rFR�o l 1 0655 11y� �4Te OF P����c� yew B. LN�� 117 co t` 0 N 0_ ITS 0 IL (2016106973--- a` - 17-9PLSC25STNO10OC3truss105W) Value Set: 13B (Effective 6/1/2013) Top chord 2x8 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #2 :Lt Wedge 2x4 SP #2::Rt Wedge 2x4 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1 -0 IPLT TYP. Wave 7X10 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 105 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT I, EXP C, wind TC DL=2.4 psf, wind BC DL=0.6 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Trusses to be spaced at 120.0" OC maximum. See Cleary Building Corp. drawing for bearing attachment and bottom chord bracing details. This designs applies to both open wall and enclosed wall buildings. In lieu of structural panels or rigid ceiling use purlins to brace TC 0 24" OC. ux1z= B I_ 4-7-3 _I_ 4-3-5 _I_ 4-3-5 _i_ 4-7-3 _I 6-0-5 5-8-6 �T� 6-0-5 .I I B-10-8 I 8-10-8 I 17-9-0 Over 2 Supports 'I R=2673 U=528 W=5.5" RL=64/-64 / R=2673 U=528 W=5.511 AL�P 0 AN ITW COMPANY 13723 RicerW Dr. Suite 200 A -Iwd Heights. AID 63043 ID COA *2121 '; a, — t Design Crit: CUSTOM/TPI-2014(STD /4 V 0 PRN. FT/RT=20%(20%)/10 1 �O ••WARNINGIa• READ AND FOLLDB ALL NOTES ON THIS DRMIINGI -IMPORTANT •• FUR -ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. irursaf requ ire .a<ruw cera In fa brlcaclrq. rundllnp, fhlpPln9• Installlrq .rM bracing, Rs ler <o and ulfell M blrsi edition or BCSI (Blding C-S•r•ty Infor.eclon, by TPI •,M .ror TCA) a r.ty p—l— prior SAL• o porta r.lrq thee. 1--1-11— Mall Prov do ---,IM.lrg pot SCSI. Units noted o<hnrvlse, NOV +gi .op c- ah•11 have properly --h---h-(true<ural Maathing aM b__ _d _1I hove a Properly ettecnad Lq d eell+lq, Lo cael ms abort ror pa eau ne nt IaGr.l reseralnc or rebs Mall hove bracing in ii.d par SCSI cl ma 67. BT or 810, •s appllcabl o. .ply pi .[o each I- of crus and poa - as shorn. •1u1 m .h. Jolnc Da[•I Is. unless ,wcrd aNarrl v. R.I., [o drari,gz 1"A•2 for z1 -d plate posltlms. Alpine, • divl elm of ITN• Building Coaporwnta Group Inc. shall not ba res apmslbla for any Wvi•cIon from thlf ,racing• any (allure to Wild tho truss In cronforaenca rlth ANSI/TPI 1, or for Mndling, Mlpplrq, r nsullerlon L brad ng of trusses s. //�� .ul .n v11. d—Ing or Dover page I I.tlrp t I& dre.Ing. 1r 1— .000ptane..T pror•ealen•I .nplrwring �` 0 veparu lblI sty w1.ly Tor tt- d—IM than. Tho wlt�bl I Ity . W — or the. d—I g for .ny .trvcwrr 1• th. `7 �IbIIIW of — Build th soa lrq Deol�ar yr ANSI/TPI 1 S5-2.roto Inca �Q0UGV1<f For r.atl on is fob's go ,.I ro s peg• and tl.e se .rob s -1;r_ ALPINE: rsw.alpinel[r.con; TPI: sarr,tPlnac.org; PICA: r. w.abcl,Wustry.ca.; ICC: ww.l cc+afe.org 3-2-10 0-2-8 110 :1 ID/ -/1/-/-/R/- y TC LL 25.0 PSF TC DL 4.0 PSF BC DL 1.0 PSF BC LL 0.0 PSF �• TOT.LD. 30.0 PSF DUR.FAC. 1.15 SPACING 120.011 Scale=.37511/Ft. REF R7054- 3968 DATE 11/29/16 D RW MOUSR7054 16334002 MO -ENG FK/FK FROM MJS JREF- 1VW77054ZO2 TRUSS CHECK (CHECK BOX AND INITIAL) �X TRUSS SIZE MW QX ROOF PITCH MW ❑X BAY SPACING MW QX SLC / RLC MW Q DESIGN LOADS MW 0 OVERHANGS MW ,I � CLLARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (800)373-5550 DRAWN BY: WALDEP.4 DATE DRAWN: 12/5/16 PROJECT NUMBER: 2016106973 SHEET LNNL'�UMBER: 1 ✓ 0 �SS�ONHL ENc/ \STE NF;�5 106/55 s- o M �9rF 00F��2- Q 0 z J tu-S ;E� _ LU0 q LU L0¢ Lu(Un 0 zQ to Lu O 0 0 I Lu ~ zLU ¢ Iii Q9 O;% (D in x by Gzbob---�1 ZO Lu Lu IZ—(n °,-I° .M -I = F- a a Do En PROJECT NUMBER: 2016106973 SHEET LNNL'�UMBER: 1 ✓ 0 �SS�ONHL ENc/ \STE NF;�5 106/55 s- o M �9rF 00F��2-